Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Plans
I t MM MiTek MiTek USA, Inc. 4 250 Klug Circle "f 1 Corona,CA 92880 951-245-9525 Re: 81600175 MAR 2 EPR Design-Memory Care The truss drawing(s)referenced below have been prepared by MiTek Industries,Inc.under my direct supervision based on the parameters provided by ProBuild West-Beaverton,OR. Pages or sheets covered by this seal: KI741042 thru K1741281 My license renewal date for the state of Oregon is December 31,2016. Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3 These truss designs rely on lumber values established by others. L>72L)C ' City of Tigard • •rived Plans B Dat 2_ t ( AW) PROF SCs ((f(7. J-- < �-�-✓ � NGI NE'F9 `S01. CO TT p< OFFICE CT L-174,,OREGON a>``' Tit V4RY 152 (e.„ MAUL RAJ • p ?i2016 . y February 18,2016 Rivera,Mark The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer,per ANSI/TPI 1. 1 MN MI 4 MiTek' MiTek USA, Inc. 250 Klug Circle Corona,CA 92880 951-245-9525 Re: B1600175 EPR Design-Memory Care The truss drawing(s)referenced below have been prepared by MiTek Industries,Inc.under my direct supervision based on the parameters provided by ProBuild West-Beaverton,OR. Pages or sheets covered by this seal: K1741042 thru K1741281 My license renewal date for the state of Washington is December 20,2017. Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3 These truss designs rely on lumber values established by others. ` PAUL qtr"-OV 0.s,:, tit r1 51976 �•GrsreR " ss , • February 18,2016 Rivera,Mark The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer,per ANSI/TPI 1. I Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741042 ` B1600175 A05 Roof Special 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:34:50 2016 Page 1 ID:PkD_XJGOgL_6gjCg 1 SXZKzsw5O-SIjx2RCfdcgtRRa5JcByd9Gii961k76glfijjkzjuGZ z-z-12 I 8-11-6 15-3-10 1510-45 22-7-4 � 29-10-15 � 37-2-9 44-8-0 2 -2 -12 6-8-10 6-4-4 0-7-5 6-8-5 7x10 7-3-10 7-5-7 Scale=1:79.3 6x8= 2x4 II 4x8 — 4x8—2x4 I I 5x8=- 5.00 •I 5.001 --5-_________r.---------------------...______.::-- 3x4 qq i� cb / t: � m ____:; 438 i 22_,--------__ m 2 20 .t7af NEI v A 0 ,'-E d 32 18 33 17 34 t6 35 36 15 14 13 37 38 12 39 40 41 11 42 43 10 3x6=2x4 II 4x8= 3x4= 5x8 4x8 = 2x4 I I 5x10 = 3x6 II 5x12 MT18H= 2-2-12 1 2-0-0 11 8-11-6 _ i 15-3-10 22-7-4 29-10-15 I 37-2-9 l 44-8-0 1 2-0-0 6-8-10 6-4-4 7-3-11 7-3-10 7-3-10 7-5-7 0-2-12 Plate Offsets(X.Y)— [2:0-3-0,0-2-0],[4:0-2-8 0-2-121(9:0-3-8,0-2-41.[11:0-1-15 0-1-121,[14:0-2-12.0-2-01[17:0-3-9,0-1-81,118:0-2-4,0-1-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.80 Vert(LL) -0.28 12-14 >999 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.79 Vert(TL) -0.58 12-14 >872 180 MT18H 220/195 TCDL 7.0 Rep Stress Ina YES WB 0.82 Horz(TL) 0.16 10 n/a n/a BCLL 0.0 * Code IBC2012/TPI2007Matrix BCDL 10.0 ( ) Weight:264 lb FT=10% LUMBER- . BRACING- TOP CHORD 2x6 DF No.2*Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puffins, except Ti:2x4 DF No.1&Btr G end verticals,and 2-0-0 oc purlins(3-2-15 max_.L4 __ BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 6-0-0 o y.P II,r5- WEBS 2x4 DF Std G'Eccepr WEBS 1 Row at midpt 9-10,6- Y+ F W2,W6:2x4 DF No.1&Btr Gr't , +` MiTek recommends that Stab'.- s '.�'P':. :Z^�: j be installed during truss ere') lP .c..dance with S..ili . 2 Installation guide. ��c4r _ -S� REACTIONS. (lb/size) 10=1775/Mechanical,18=1977/0-5-8 Max • • Horz 18=283(LC 12) Max Uplift 10=507(LC 8),18=-445(LC 8) Max Gray 10=2578(LC 26),18=2308(LC 27) 40 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. -92OREGON Qs TOP CHORD 1-19=-296/565,2-19=-290/571,2-20=-3238/760,20-21=-3199/765,21-22=3187/766, CJ,q 5 Z Q� 3-22=-3185/779,3-23=-3375/779,4-23=-3334/788,4-24=-4059/859,24-25=-4059/859, /� ff Y $� 25-26=-4059/859,5-26=-4059/859,5-27=-4059/859,27-28=-4059/859,6-28=-4059/859, Pq U I- �� 6-29=-25401504,7-29=-2540/504,7-8=2540/504,8-30=-2540/504,30-31=-2540/504, 9-31=-2540/504,9-10=-2519/542 BOT CHORD 1-32=507/268,18-32=-507/268,18-33=-507/268,17-33=-507/268,17-34=-891/2940, EXPIRES: 12/31/2016 16-34=-891/2940,16-35=-779/3103,35-36=-779/3103,15-36=779/3103, 14-15=779/3103,13-14=-776/3825,13-37=-776/3825,37-38=776/3825, 12-38=-776/3825,12-39=-776/3825,39-40=776/3825,40-41=-776/3825, 11-41=-776/3825 WEBS 2-18=2162/642,2-17=-719/2833,3-17=-293/188,3-16=570/334,4-16=-41/434, 4-14=-252/1274,5-14=-897/298,6-14=-175/518,6-12=0/406,6-11=-1698/359, 8-11=-920/301,9-11=-667/3356 • NOTES- tIF WAS ' 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS , �, _' ,''p (envelope)gable end zone and C-C Exterior(2)0-0-0 to 4-5-10,Interior(1)4-5-10 to 9-1-10,Exterior(2)9-1-10 to 15-5-6,Interior(1) •/ r• • +'* `Jr'' 21-9-3 to 40-0-10 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber 4 DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 xr 44- 3)Unbalanced snow loads have been considered for this design. 15 4' $1476 4)Provide adequate drainage to prevent water ponding. Fsre ° O � 5)All plates are MT20 plates unless otherwise indicated. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. S I0NALE � 7)*Thisstuss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will Continued between the bottom chord and any other members,with BCDL=10.0psf. February 18,2016 t � ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MIMIC REFERENCE PAGE M167473 rev.701032015 BEFORE USE. N;* Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicabdrty of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` is olways required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/r911 Qualify Criteria,055.89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741042 61600175 A05 Roof Special 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc.Thu Feb 19 12:34:50 2016 Page 2 ID:PkD_XJGOgL_6gjCgl SXZKzswSO-Si(x2RCfdcgtRRa5JcByd9Gli961k?6glfijjkzjuGZ NOTES- 8)A plate rating reduction of 20%has been applied for the green lumber members. 9)Refer to girder(s)for truss to truss connections. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 507 lb uplift at joint 10 and 445 lb uplift at joint 18. 11)This truss has been designed for a moving concentrated load of 250.OIb live and 17.Olb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 12)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 13)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 14)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)83 lb down and 134 lb up at 15-11-10 on top chord_ The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plt) Vert:1-4=-64,4-9=-64,1-10=-20 Concentrated Loads(lb) Vert:24=-12 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2815 BEFORE USE. Design valid for use only with MITeke connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the budding designer must verity the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mlle®k' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/1111 Quality Criteria,DSB-89 and BCSI Budding Component 250 Krug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 4 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741043 * 61600175 AO5A HIP 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:34:53 2016 Page 1 ID:PkD_XJGOgL_6gjCg1 SXZKzsw50-stP4gSEYwX2SivJg_kifFouoiN5mxQe6jdxNK3zjuG W 2-2-12 I 9-2-7 I 15-5-15 15-10,15 21-5-12 1 25-6-14 46-8-4 32-3-1 32B7 38-11-8 44-11-8 2-2-12 6-11-11 6-3-8 0. 5-6-13 4-1-2 1-1-6 5-6-13 0. 6-3-7 6-0-0 Scale=1:79.9 2x4 II 7 8 36 37 5x8 i 2,4�\ 38 508 4 3x4= 3x4 = '--------,...„,-.--"'-"---3,,,.9 40 3x8 5.00112 to rco ra on ra 11 3x4 i 27_____.- 3x4 7/ 28 29 30 s\ 31 32 1, 34 35 10 •, 41 3x4 • 26 �/ \ \\42 12 43 Z5� \ tr �\\- - 4x8 m 4x8% 24 \13 46 22 47 21 48 20 49 19 50 18 51 17 52 53 1654 15 55 4 3x6 3x4 I I 5x8 = 3x8= 5x72 MT18H= 3x4=5x72 MT18H= 3x8- 3x10= 5x6 2-2-12 1 2-0-02-0-0 11 9-2-7 I 15-5-15 I 24-1-0 I 32-8-1 38-11-8 I 44-11-8 I 6-11-11 6-3-8 8-7-1 8-7-1 6-3-7 6.0-8 0-2-12 Plate Offsets(X,Y)- 12:0-2-12,0-1-12),[4:0-3-10,0-2-8],[13:0-3-0,0-1-8],[14:Edge,0-3-9],115:0-2-8,0-1-81[21:0-3-9,0-2-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.88 Vert(LL) -0.33 18-20 >999 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.93 Vert(TL) -0.78 18-20 >652 180 MT18H 220/195 TCDL 7.0 Rep Stress Incr YES WB 0.57 Horz(TL) 0.18 14 n/a n/a BCLL 0.0 * BCDL 10.0 Code I13C2012/TP12007 (Matrix) Weight:250 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied, except end verticals,and BOT CHORD 2x4 DF No.1&Btr G 2-0-0 oc purlins(2-11-8 max.):4-10. Except: WEBS 2x4 DF Std G`Except' 1 Row at midpt 6-10O>� e, W2,W9.2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 2- :,...x.. ` PR F• s WEBS 1 Row at midpt 5-20 G �j[NE ,,pp / MiTek recommends that St.. <rniYequired cross t* be installed during truss er ,• acc2Srd5IpavjLtbilize T`Installation guide. REACTIONS. (lb/size) 22=1998/0-5-8,14=1799/0-3-8 Max Horz 22=-199(LC 13) Max Uplift22=-507(LC 12),14=381(LC 13) Max Grav22=2702(LC 31),14=2327(LC 31) `..-� ©RECON 01st, • il FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. •y Lq Q. TOP CHORD 1-23=-318/549,2-23=-307/556,2-24=4000/961,24-25=-3903/966,25-26=-3854/969, RY ,r1%<V 3-26=-3851/981,3-27=-3587/1019,4-27=-3437/1029,4-28=3182/1003, PAUL T' 28-29=-3182/1003,29-30=3182/1003,5-30=-3182/1003,5-31=-3638/1150, 31-32=-3638/1150,6-32=-3638/1150,6-33=3638/1150,9-33=-3638/1150, 9-34=-3258/967,34-35=-3258/967,10-35=-3258/967,10-11=3410/830,11-41=-3451/823, EXPIRES: 12/31/2016 41-42=3529/819,12-42=-3641/811,12-43=-3387/724,43-44=3426/717, 44-45=3440/715,13-45=-35141714,13-14=-2263/525 BOT CHORD 1-46=492/287,22-46=492/287,22-47=-492/303,21-47=492/303,21-48=-710/3557, 20-48=-710/3557,20-49=-813/3562,1949=813/3562,19-50=-813/3562, 18-50=-813/3562,18-51=-801/3643,17-51=801/3643,17-52=-801/3643, 52-53=-801/3643,16-53=-801/3643,16-54=602/3175,15-54=602/3175 ?AUL WEBS 2-22=2545/748,2-21=-869/3362,3-21=-358/205,3-20=-483/209,4-20=-180/785, �v4 5-20=-718/289,5-18=-243/373,9-18=99/472,9-16=-851/291,10-16=-123/649, Ov WAB, 12-16=-139/304,12-15=-642/214,13-15=-571/3136,6-8=342/198 ,,fi�gg0 NOTES- / ! � . O • , 71, 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS ► %e (envelope)gable end zone and C-C Exterior(2)0-0-0 to 4-5-15,Interior(1)4-5-15 to 9-2-8,Exterior(2)9-2-8 to 31-9-3,Interior(1)31-9-3 to 40-3-12 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate vO r grip DOL=1.60 �O ,iE'�51976 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 f (;ZST Eg 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. s''1aNAL VBG 5)All plates are MT20 plates unless otherwise indicated. ¢6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ntmued on page February 18,2016 t hi WARNING-Vdesign �� g parameters and READ NOTES ON THIS AND INCLUDED M/TEX REFERENCE PAGE 3NFT<73 rer.fON312015 BEFORE USE. Design valid for use only with Mitekth connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing k M'Te is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the �Vi I R fabrication,storage,delivery,erection and bracing of trusses and buss systems,see ANSI/1711 Quality Criteria,0511-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Piy EPR Design-Memory Care K1741043 61600175 A05A HIP 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc Thu Feb 18 12:34:53 2016 Page 2 ID:P kD_XJGOgL_6giCg 1 SXZKzsw5O-stP4gSEYwX2S IvJg_ktrFouoiN5mxQe6jdxNK3zjuG W NOTES- 7)"This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 8)A plate rating reduction of 20%has been applied for the green lumber members. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 507 lb uplift at joint 22 and 381 lb uplift at joint 14. 10)This truss has been designed for a moving concentrated load of 250.01b live and 17.016 dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 11)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)83 lb down and 134 lb up at 16-0-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-4=-64,4-6=-64,7-10=-64,10-13=-64,1-14=-20 Concentrated Loads(ib) Vert:28=-12 1 � A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MST®k' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and Buss systems,see ANSI/Telt Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 N Job Truss Truss Type Qty PlyEPR Design-Memory Care K1741044 w B1600175 A06 California 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc-Thu Feb 18 12:34:56 2016 Page 1 ID:PkD_XJGOgL_6gjCg1 SXZKzsw50-HS4CJUHQDSR19M2FfsIMtQW L3a708iOZPa91 x0zjuGT 11-3-7 20-4-15 3314 6-0-8 8-10.7 -6- 16-9-6 18-011:0-6 26-0-9 32-4-0 38-08 3314 2310 z-s-1s i 211-t307 0_1(:, 0 3-14z-10I i 4-3-5 5-7-10 i 6-3-7 i 5-8.8 i 1-5-9 Scale=1:70.3 2x4 II 8 9 39 40 \\41 5.00 12 5x10 % g 3x4 = - 42 43 5x6 4 28„-. 3x4= 10 _\\ 3x8 2x4 II 270. . = . rt 34 35 3. 37 38 11 44 25 26,- �\ .. 3x4 \\ / \ 13 • 2x4 111�� r / `. \\ �\ 45 5x12 MT18H = \ 46 47 a 23 48 50 51 52 22 Ny 53 18 54 55 56 0 0 5x6 -= 8x12 ; N 21 20 3x4= 17 16 15 2x4 II 5x10= 5x8 3x8= 3x10 = 3x6 l- 6-0-8 18-10-7 1 17-5-8 26-0-9 32-4-0 I 38-0-8 I 6-0-8 2-9-15 8-7-1 8-7-1 6-3-7 5-8-8 Plate Offsets(X,Y)- [2:0-4-4,0-1-8],[4:0-2-12,0-2-4],[14:0-3-9 Edge],[16:0-2-12,0-1-8].[20:0-4-4,0-2-0],[22:0-5-0,0-2-12].[23:0-2-8,0-3-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL- in (toc) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.74 Vert(LL) -0.32 17-19 >999 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.90 Vert(TL) -0.69 17-19 >661 180 MT18H 220/195 TCDL 7.0 Rep Stress Incr YES WB 0.87 Horz(TL) 0.15 15 n/a n/a BCLL 0.0* Code lBC2012T P12007 (Matrix) Weight:236 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-10-4 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G*Except* end verticals,and 2-0-0 oc purlins(2-9-14 max 1 1611 Except: B2:2x4 DF Std G 1 Row at midpt 10-110, , WEBS 2x4 DF Std G*Except* BOT CHORD Rigid ceiling directly applied or 6 I %+ . PR s. S W5,W1,W12:2x4 DF No.1&Btr G WEBS 1 Row at midpt 6-20-i+ GI]v,E / JOINTS 1 Brace at Jt(s):10 - �d9 al, MITek recommends that . I. and�Q�� racin' Y � be installed during truss e- do in acct T�S ilizer Installation guide. REACTIONS. (lb/size) 15=1636/Mechanical,23=1709/Mechanical Max Horz 23=-247(LC 13) Max Upliftl5=-356(LC 13),23=-428(LC 12) v '•••4a Max Gray 15=2186(LC 31),23=2343(LC 31) 92 OREGONf) Q Ix? �4RY A5'L cQ FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-25=-3839/1341,25-26=-377811345,3-26=3761/1350,3-27=-3741/1279, PA U L ¢\J 4-27=-3642/1283,4-29=-2443/1223,29-30=-2444/1223,30-31=-2445/1223, 31-32=-2447/1223,32-33=-2448/1222,6-33=-2448/1222,6-34=-3154/1300, 34-35=-3154/1300,7-35=-3154/1300,7-36=-3154/1300,10-36=-3154/1300, EXPIRES: 23112016 10-37=2951/1041,37-38=-2951/1041,11-38=-2951/1041,11-12=-3072/914, 12-44=3112/906,13-44=-3302/894,13-45=-3033/756,45-46=3054/749, 46-47=-3067/747,14-47=-3122/746,1-23=-288/62,14-15=-2137/563 BOT CHORD 23-48=-1036/3104,22-48=1036/3104,3-22=-269/64,20-50=-1019/3032, 50-51=-1019/3032,51-52=1019/3032,19-52=-1019/3032,19-53=-931/3193, 18-53=931/3193,18-54=-931/3193,54-55=-931/3193,17-55=931/3193, 1AUL 17-56=640/2836,16-56=-640/2836 Z.tt' WEBS 20-22=1071/3011,4-22=-441/1967,4-20=-9871555,6-20=9731251,6-19=-106/410, WASH>, +t 10-19=-196/379,10-17=-687/364,11-17=-151/540,13-17=-141/292,13-16=675/255, W 7 14-16=-664/2945,7-9=-351/201,2-22=82/497,2-23=-3765/1293 / I • O • NOTES- (/ 1)Wind:ASCE 7-10;Vutt=l40mph(3-second gust)Vasd=111 mph;TCDL=42psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS c (envelope)gable end zone and C-C Exterior(2)0-1-13 to 3-11-7,Interior(1)3-11-7 to 5-10-14,Exterior(2)5-10-14 to 24-1-15,Interior(1) ,4 7 24-1-15 to 34-1-1 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber f+ 51976 w DOL=1.60 plate grip DOL=1.60 d •g(rFSTS0. cF 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp 8;Fully Exp.;Ct=1J' C} 3)Unbalanced snow loads have been considered for this design. �40NALE� 4)Provide adequate drainage to prevent water ponding. Cantinuilede napreagMeT220 plates unless otherwise indicated- February 18,2016 1 AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE M5-7473 rev.1O/03/2015 BEFORE USE. NI Design valid for use only with MaTck®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mil®k• is always required for stability and to prevent collapse with possible personal iniury and property damage.For general guidance regarding the ,r' fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Qua1y Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available horn Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741044 81600175 A06 California 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc.Thu Feb 18 12:34:56 2016 Page 2 ID:PkD_X jGOgL_6gjCg 1 SXZKzsw5O-HS4CJ UHQD SR 19M2Ff5IMtQ W L3a708ioZPa91 x OzjuGT NOTES- 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)"This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 8)A plate rating reduction of 20%has been applied for the green lumber members. 9)Refer to girder(s)for truss to truss connections. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 356 lb uplift at joint 15 and 428 lb uplift at joint 23. 11)This truss has been designed for a moving concentrated load of 250.01b live and 17.OIb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 12)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 13)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. www ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MR-7473 rev.10/032015 BEFORE USE. Design valid for use only with MTekii connectors.This design is based only upon parameters shown,and is for an individual budding component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall A building design.Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing 'y'iTek* is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPfl QuaWBy Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741045 1 61600175 AO6A Califomia 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc_Thu Feb 18 12:35:00 2016 Page 1 ID:PkD_XJGOgL_6gjCg1 SXZKzsw5O-9EKj8rKxHgxSe_LOuiN 11 Gg_aBOt4Ux8KC7F49zjuGP 20-4-15 3-57 609 I 8-10-7 I 1137 14-61 I 18-9-s 18-1-6 26-0-9 I 32-4-1 I 38-4-0 3-57 2-7-1 2-9-15 2-SO 3-2-10 435 0-A 5-7-10 6-3-8 5-11-15 1-59 Scale=1:70.8 2x4 I I 8 9 4041 5x10% 2x4 42 43 5.00 12 5 3x4\----.„___<.,,,,,,44 5x6 4 29 3x4 = t0 -1"--..,1}.-, 3x10 2x4 II rm - 6m nn w 6m 28 36 f9j c\ 12 3x10% 2>� 31 32 33 � 35 36 3 - 38 39 11 \\� 45 2 25 26 _ • / ` �.�� 3x4 W 2x4 24 s, / \\ 3 \ 1\\ d 1 \ 46 v \/3 Sz12MT18H =23 48 22 \ 5051 52 18 54 55 56 57 o 5x8 = 10x10 = �. _ n Z71 r.� - e 21 20 3x4 = 17 16 15 2x4 II 5x10= 5x8 = 3x8= 3x10 = 3x6 II I 6-0-8 I 8-10-7 I 17-5-8 I 26-0-9 I 32-4-1 39-4-0 I 6-0-8 2-9-15 8-7-1 8-7-1 6-3-8 5-11-15 Plate Offsets(KY)- [2:0-4-0.0-1-8j,14:0-2-0,0-2-0].[14:0-3-9,Edge].[16:0-2-8,0-1-8],[20:0-4-4,0-1-12].[22:0-3-8,0-3-81.[23:0-3-8,0-3-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (toc) Udefl Ud PLATES GRIP TCLL 25-0 Plate Grip DOL 1.15 TC 0.90 Vert(LL) -0.32 17-19 >999 240 MT20 220/195 (Roof Snow 25-0) Lumber DOL 1.15 BC 0.90 Vert(TL) -0.70 17-19 >652 180 MT18H 220/195 TCDL 7.0 Rep Stress Incr YES WB 0.92 Horz(TL) 0.16 15 n/a n/a BCLL 0.0 * Code IBC2012/TPI2007 BCDL 10.0 (Matrix} Weight:237 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-7-13 oc purlins, except BOT CHORD 2x4 OF No.1&Btr G*Except* end verticals,and 2-0-0 oc purlins(2-2-0 max 1-4=11- Except: B2:2x4 DF Std G 1 Row at midpt 10-11 of ct5' WEBS 2x4 DF Std G*Except* BOT CHORD Rigid ceiling directly applied or 6$ s. . P R G' s W5,W1,W12:2x4 OF No.1&Btr G WEBS 1 Row at midpt 6-20 I. 01Nf•,- /� JOINTS 1 Brace at Jt(s):10 ny 2 MiTek recommends that S . and�QQ�� "r' �jj racin. � be installed during truss e.: ti. in accdrtla}ibt S ilizer Installation guide. REACTIONS. (lb/size) 15=1678/0-3-8,23=1794/Mechanical Max Horz 23=-252(LC 13) Max Uplift 15=-376(LC 13),23=-436(LC 12) v 40 Max Gray 15=2239(LC 31),23=2492(LC 31) 9j/,OREGON O� Q '9 ''1RY 16 L<< ' FORCES. (lb)-Max-Comp./Max.Ten_-All forces 250(ib)or less except when shown. 9k �� TOP CHORD 2-25=-4124/1367,25-26=-4065/1371,26-27=-4046/1374,3-27=-402111375 3-28=-4025/1303,4-28=-3924/1307,4-30=-2642/1240 30-31=-2643/1240, PAUL U L 31-32=2645/1240,32-33=-2649/1240,33-34=-2649/1239,6-34=2650/1239, 6-35=-3382/1321,35-36=-3382/1321,7-36=3382/1321,7-37=3382/1321, EXPIRES: 12/31/2016 10-37=3382/1321,10-38=-3119/1063,38-39=-3119/1063,11-39=-3119/1063, 11-12=3255/938,12-45=-3295/930,13-45=-3485/918,13-46=3277/796, 46-47=-3300/787,14-47=-3357/785,1-23=-289/65,14-15=-2188/569 BOT CHORD 23-48=-1064/3362,22-48=-1064/3362,3-22=-267/59,20-50=-1035/3289, 50-51=-1035/3289,51-52=-1035/3289,19-52=-1035/3289,19-53=-948/3394, 18-53=-948/3394,18-54=-948/3394,54-55=948/3394,17-55=948/3394, pAUL RI 17-56=674/3053,16-56=-674/3053 1, WEBS 20-22=1086/3258,4-22=-452/2088,4-20=-1069/559,6-20=-985/273,6-19=133/432, .,:df V'1A3Fri/, '''ety 10-19=-129/340,10-17=-674/363,11-17=-162/556,13-16=-627/244,14-16=694/3143, S�' G�� 2-22=-72/482,2-23=-4056/1323,7-9=-352/202 �°{ �►�, t,�• 0 NOTES- .- ',K.:. '2 . 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)0-1-12 to 3-11-13,Interior(1)3-11-13 to 5-10-6,Exterior(2)5-10-6 to 24-2-7,Interior(1) ,,, / 24-2-7 to 34-4-4 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 /4 �, 51976 kl plate grip DOL=1.60 0-1STER 2) f(flat roof snow); ry II; 3)Unbalanced snow loads have TCLL:ASCE 7-10;Pf=25.0 sbeen considered for thiisodesign.xp B;Fully Exp.;Ct 1 `rS40/VAL„Si 4)Provide adequate drainage to prevent water ponding. COntttnplatesueoopage 2 plates unless otherwise indicated- February 18,2016 t 8 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED WEN REFERENCE PAGE MII-7473 ree.10/03/2015 BEFORE USE. Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and is for an individual building component,not , a truss system.Before use,the balding designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and properly damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,008-89 and 8CS1 Building Component 250 Klug Circle Safely Information available Irons Truss Plate Institute,218 N.tee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741045 61600175 AO6A California 1 1 Job Reference(optional) 01 Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:35:00 2016 Page 2 ID:PkD_XjGOgL_6gjCg1 SXZKzsw5O-9EKj8rKxHgxSe_LOuiNit Gg_aBUt4Ux8KC7F49zjuGP NOTES- 6)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 7)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 8)A plate rating reduction of 20%has been applied for the green lumber members. 9)Refer to girder(s)for truss to truss connections. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 376 lb uplift at joint 15 and 436 lb uplift at joint 23. 11)This truss has been designed for a moving concentrated load of 250.0Ib live and 17.OIb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 12)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 13)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 14)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)180 lb down and 152 lb up at 11-4-8 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-4=-64,4-5=-64,4-7=-64,8-11=-64,11-14=-64,22-23=-20,15-21=-20 Concentrated Loads(lb) Vert:32=-102 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/0312015 BEFORE USE. Design valid for use only with Miteks connectors.This design is based only upon parameters shown,and is for on individual building component,not mil a truss system.Before use,the building designer must verity the applicability of design parameters and property incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M�Tek" is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/Mt Quality Criteria,DSB-89 and SCSI Budding Component 250 Klug Circle Safety Information available horn Truss Rate Institute,21811.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741046 y B1600175 A07 Califomia 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:35:03 2016 Page 1 ID:PkD_XjGOgL_6gjCg1SXZKzsw50-ao?sntMpZbJ1 VR4bZgw?fvIV2PWgHrrbOAMvgUzjuGM 14-6-1 20-4-15 I 3-3-14 1 6-0-8 1 9-10-7 1 13-1-7 13--7 1 18-9-6 18-1T-0 -0 i 26-0-9 32-4-0 388 I 3-3-14 2-8-10 2-9-15 4-3-0 0--0 4-3-5 0--0 5-7-10 6-3-7 5-8-8 1-2-10 1-5-9 Scale=1:70.3 2x4 I I 10 2x4 I I 1 t 42 43 5.00 t2 5 7 \ 5x10 % q 45 33 - 3x\\ 46 5x6 34 3.2...„.„------- 3x4= 12 \, 3x10 2x4 II 30 i`A� .:: c. ._ _ ._ \�,i 14 3x10 % 3a 37 38 3• 4041 1 7 2829 \ / 2 /2x4II227 ;,i \\ 15r \\ 48 5x12MT18H\\' 50It5 8 - 51 24 IJV552 /� 56 20 57 581610x10 0 / d> 23 22 3x4 = 19 18 17 2x4 II 5x10 - 5x8 3x8- 3x10- 3x6 I 6-0-8 1 8-10-7 i 17-5-8 I 26-0-9 32-4-0 I 38-0-8 I 6-0-8 2-9-15 8-7-1 8-7-1 6-3-7 5-8-8 Plate Offsets(X,Y)- [2:0-4-4,0-1-81[4:0-2-8,0-2-0],116:0-3-9.Edge],[18:0-2-8,0-1-8],[22:0-4-8,0-2-0].[24:0-3-12,0-3-81,125:0-3-8,0-2-121 LTCLL OADING(ps25 0 SPACING- 2-0-0 CSI. DEFL. in (lac) Ildefl lid PLATES GRIP (Roof Snow 25.0) Plate Grip DOL 1.15 TC 0.95 Vert(LL) -0.32 19-21 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.90 Vert(TL) -0.68 19-21 >661 180 MT18H 220/195 BCLL p_g* Rep Stress Incr YES WB 0.91 Horz(TL) 0.16 17 nla n/a BCDL 10.0 Code IBC2012/TPI2007 (Matrix) Weight:241 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-9-2 oc puffins, except BOT CHORD 2x4 DF No,1&Btr G*Except" end verticals,and 2-0-0 oc purlins(2-9-5 m. -,- Except: B2:2x4 DF Std G 1 Row at midpt 12-13 WEBS 2x4 DF Std G*Except* BOT CHORD Rigid ceiling directly applied or 6-0:. '• P R�FF W5,W1,W13:2x4OFNo.1&BtrG WEBS 1 Row at midpt 8-22.•, GI 1\1 ,..,. cSj�^ JOINTS 1 Brace at Jt(s):12,6 MiTek recommends that S:.t.>, and:.V t racin. T..be installed during truss e,:. '.t in a ..".. Stabilizer Installation guide- REACTIONS. (lb/size) 17=1651/Mechanical,25=1699/Mechanical Max Horz 25=-218(LC 90) Max Uplift 17=-379(LC 13),25=383(LC 12) Max Gray 17=2258(LC 31),25=2416(LC 31) 9 OREGON P^to FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. -77 �-9RY 15••_&X- TOP CHORD 2-28=-3984/910,28-29=-3922/914,3-29=3909/917,3-30=-3895/932,30-31=-3833/936, PA U` \J 4-31=-3803/939,4-34=-2530/810,6-34=-2530/810,6-35=-2531/810,35-36=-2531/810, 8-36=-2531/810,8-37=-3394/1042,37-38=-3394/1042,9-38=-3394/1042, 9-39=3394/1042,12-39=-3394/1042,12-40=-3085/891,40-41=-3085/891, EXPIRES. 12/31X2016 13-41=3085/891,13-14=-3217/752,14-47=-3257/744,15-47=34471732, 15-48=3145/631,48-49=-3166/624,49-50=-3179/622,16-50=3234/621,1-25=-288/67, 16-17=-2210/482 BOT CHORD 25-51=-633/3208,24-51=-633/3208,3-24=-272/91,22-53=-726/3319,53-54=-726/3319, 54-55=726/3319,21-55=-726/3319,21-56=709/3386,20-56=-709/3386, 20-57=-709/3386,57-58=-709/3386,19-58=-709/3386,19-59=525/2939, 18-59=-525/2939 WEBS 22-24=566/3118,4-24=381/2065,4-22=821/203,8-22=-1192/402,8-21=-157/419, O �y jay 12-21=-99/354,12-19=-609/254,13-19=-91/499,15-18=-704/223,16-18=545/3052, Wit' 5-6=-283/142,9-11=-352/200,2-24=-33/503,2-25=-3890/875 % I?-,.„�'r'� NOTES- � Y,. Z 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=l llmph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS !/ ` (envelope)gable end zone and C-C Exterior(2)0-1-12 to 3-11-7,Interior(1)3-11-7 to 7-10-14,Exterior(2)7-10-14 to 24-1-15,Interior(1) 'p ''Tr r 24-1-15 to 34-1-1 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber '051976> k,? DOL=1.60 plate grip DOL=1.60 Off, ots eR .�t4 3)Unbalanced2)TCLL: Esnow loads havesf(flat roof snow);been considered for thiisory xp design. B;Fully Exp.;Ct=1 t., 3) 4)Provide adequate drainage to prevent water ponding. 5)All plates op areag T O plates unless otherwise indicated- February 18,2016 m t WARNING-Vr!� erily design parameters and READ NOTES ONTNIS AND INCLUDED MITEK REFERENCE PAGE M/67473 rev.10/03R815 BEFORE USE. Design valid for use only with Miiteke connectors,This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing f' is always required for stability and to prevent collapse with possible personal injury and properly damage.For general guidance regarding the MAC fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPll Qualify Criteria,DSB-89 and SCSI Budding Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741046 B1600175 A07 California 1 1 Job Reference(optional) r Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc_ Thu Feb 18 12:35:03 2016 Page 2 ID:PkD_XJGOgt._6gjCg1 SXZKzsw50-ao?sntMpZbJ1 V R4bZgw?fvIV2PW9Hrrb0AMvgUzjuGM NOTES- 6t )This russ has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7).This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 8)A plate rating reduction of 20%has been applied for the green lumber members. 9)Refer to girder(s)for truss to truss connections. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 379 lb uplift at joint 17 and 383 lb uplift at joint 25. 11)This truss has been designed for a moving concentrated load of 250.0Ib live and 17.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 12)"Fix heels only"Member end fixity model was used in the analysis and design of this truss_ 13)Graphical purtin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 14)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)238 lb down and 196 lb up at 13-4-8 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead±Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-4=-64,4-7=-64,6-9=-64,10-13=-64,13-16=-64,24-25=20,17-23=-20 Concentrated Loads(Ib) Vert:35=-139 t A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI-7473 rev.10/03/2015 BEFORE USE. 1111 Design valid for use only with Mick®connectors.This design is based only upon parameters shown,and is for an individual building component not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing M;TT"k* is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.see ANSI/TP11 Quality Criteria,DSB-89 and SCSI Budding Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 i Job Truss Truss Type Qty Ply EPR Design-Memory Care 1(1741047 B1600175 AO7A California i 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:35:06 2016 Page 1 lD.PkD_XjGOgL_6gjCg1 SXZKzsw50-_Nh_Pv0isW hcMvoAFzUiHXw8cXJUCX 1 i8aZHpzjuGJ 14-8-1 20-4-15 1 3-5-7 1 6-0-8 1 8-10-7 1 13-1-7 1313-7 1 18-9-6 18-11-6 1 26-0-9 I 32-4-1 I 38-4-0 1 3-5-7 2-7-1 2-9-15 4-3-0 0-210 4-3-5 0-2-0 5-7-10 6-3-8 5-11-15 1-2-t0 1-5-9 Scale=1:70.8 2x4 H 2x4 H 10 11 42 43 5.00 112 5x10% 5 7 \ 4-. \ 33 1 l 3x4 45 46 5x6 a 34 32 .2„3. 3x4 = 12 --..,,,--z> .„..--..,,,--z> .„--..,,,--z> .„.. 3x10 30 • 2x4 1 I \ 14 3x10% 3 � 34ci 35 37 38 31 40 41 13 47 2 28 29 - \ \:� 3x4 2x4 I I 26 27 11, \\ ��\15 i .1"---....,_ 48 v � �• \� �• �49 5x12 MT18H m ,/ \ 16 25 50 24 52 53 54\ \\:\/1////' 55 20 56 57 58 5,?_------- o 10x10 = 5x8 = �wr �- o '60 ty §-.-i'..--------- i - N 23 22 3x4 = 19 15 17 2x4 II 5x10 = 5x8 3x8= 3x10= 3x6 11 I 6-0-8 1 8-10-7 1 17-5-8 i 26-0-9 I 32-4-1 1 _ 38-4-0 I 6-0-8 2-9-15 8-7-1 8-7-1 6-3-8 5-11-15 Plate Offsets(X.Y)- [2:0-4-4,0-1-81 [4:0-2-4,0-2-0],116:0-3-9,Edge],[18:0-2-4,0-1-81[22:0-4-12,0-2-01.[24:0-3-12,0-3-8],[25:0-3-8,0-2-12] LOADING(psf) SPACING- 2-0-0 C51. DEFL. in (lac) I/dell Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.96 Vert(LL) -0.32 19-21 >999 240 MT20 220/195 (Roof TCDLSnow 25.0 Lumber DOL 1.15 BC 0.90 Vert(TL) -0.70 19-21 >656 180 MT18H 220/195 BCLL 0.0* Rep Stress lncr YES WB 0.92 Horz(TL) 0.16 17 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 (Matrix) Weight:242 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No_1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-7-9 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G*Except* end verticals,and 2-0-0 oc purlins(2-8-14 ma '• Except B2:2x4 DF Std G 1 Row at midpt 12-13 P R WEBS 2x4 DF Std G*Except* BOT CHORD Rigid ceiling directly applied or 6-0:• mann• FF0, W5,W1,W13:2x4 DF No.1&Btr G WOENTS 1 Brace atJt(s):12,6 BS 1 Row at midpt 8-22464. G]NF,R cj© MiTek recommends that S .: an� � aci be installed during truss e•-• . In a S ilizer� Installation guide. REACTIONS. (lb/size) 17=1663/0-3-8,25=1712/Mechanical Max Horz 25=-223(LC 13) Max Upliftl7=-383(LC 13),25=385(LC 12) Max Gray 17=2255(LC 31),25=2432(LC 31) y OREGON oK. FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. ' s 1-7,,c, �'4RY .1 t3 2 �� TOP CHORD 2-28=-4012/919,28-29=-3953/923,3-29=-3938/926,3-30=-3922/938,30-31=3862/943, /� PAUL r-% Cs 4-31=-3830/946,4-34=-2552/817,6-34=-2552/817,6-35=-2553/817,35-36=-2553/817, 8-36=-2553/817,8-37=-3438/1053,37-38=-3438/1053,9-38=3438/1053, 9-39=3438/1053,12-39=-3438/1053,12-40=-3150/906,40-41=-3150/906, EXPIRES: 12/31/2016 13-41=3150/906,13-14=3288/768,1447=-3328/760,15-47=3518/748, 15-48=3304/662,48-49=-3326/652,16-49=3384/651,1-25=-289/70,16-17=-2204/486 BOT CHORD 25-50=-641/3272,24-50=-641/3272,3-24=-270/84,22-52=-730/3356,52-53=-730/3356, 53-54=-730/3356,21-54=730/3356,21-55=716/3438,20-55=-716/3438, 20-56=-716/3438,56-57=-716/3438,19-57=716/3438,19-58=-550/3077, 18-58=-550/3077 WEBS 22-24=-569/3145,4-24=-380/2074,4-22=821/202,8-22=-1214/406,8-21=-148/432, PAUL �� + 12-21=112/345,12-19=599/250,13-19=98/516,15-18=-633/213,16-18=-566/3168, ' mo' WASPev'�, 2-24=-25/468,2-25=3949/887,9-11=352/201,5-6=282/142 / 7 ..,".9.,/,CJ NOTES- �` �` /, 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=42psf;BCDL=6.0psf;h=258;Cat.II;Exp B;enclosed;MWFR V��i (envelope)gable end zone and C-C Exterior(2)0-1-12 to 3-11-13,Interior(1)3-11-13 to 7-10-6,Exterior(2)7-10-6 to 24-2-7,Interior(1) 24-2-7 to 34-4-4 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 4--, plate grip DOL=1.60 "��, 51976 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 OISTER9 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. sSIONAL 07G 5)All plates are MT20 plates unless otherwise indicated. This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. nbnued on page2 February 18,2016 , NI AVerify design WARNING- n g parameters and READ NOTES ON THIS AND INCLUDED AMER REFERENCE PAGE M/I-7473 rev.10/83/2015 BEFORE USE • Design valid for use only with MiTeke connectors.This design is based only upon parameters shown,and is for on individual building component,not a truss system.Before use,the budding designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and properly damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP11 Quality Criteria,008-89 and SCSI Budding Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741047 B1600175 AO7A California 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 1235:07 2016 Page 2 ID:PkD_XjGOgL_6gjCg 1 SXZKzsw5OSaFNd FPKdgpT_3NMog?xpIT9u0tYDfnAxoK7gFzjuG1 NOTES- 7)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 8)A plate rating reduction of 20%has been applied for the green lumber members. 9)Refer to girder(s)for truss to truss connections. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 383 lb uplift at joint 17 and 385 lb uplift at joint 25. 11)This truss has been designed for a moving concentrated load of 250.0lb live and 17.01b dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 12)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 13)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 14)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)238 lb down and 196 lb up at 13-4-8 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(pit) Vert:1-4=-64,4-7=-64,6-9=64,10-13=-64,13-16=-64,24-25=20,17-23=-20 Concentrated Loads(Ib) Vert:35=-139 • r,1M ®WARNING-Verify design parameters and READ NOTES ON TMS AND INCLUDED 91ITEK REFERENCE PAGE 9111-7473 me.10103/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and properly damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and buss systems.see ANSI/TPIT Quality Criteria,DSB-89 and SCSI Building Component 250 Mug Circle Safety hdormotion available from Truss Plate Institute,218 N.lee Street,Suite 312,Alexandria,VA 22314. . Corona,CA 92880 • Job Truss Truss Type Qty Ply EPR Design-Memory Care 1(1741048 f, B1600175 A08 California 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:35:09 2016 Page 1 ID:PkD_XjGOgL_6gjCg1 SXZKzsw50-OyM71wRa9R3BDMXkw51 PuAYYEpaBhaKTO6pDu7zjuGG 1 3-7-3 I 6-0-8 1 8-8-5 _1 14-10-7 1-'-7 19-7-9 70-0r9 76-2-11 32-1-9 I 38-0-8 I 3-7-3 2-5-5 2-7-13 6-2-2 0-5-0 4-4-2 0-5-0 6-2-2 5-10-15 5-10-15 Scale=172.0 5x12 MT18H= 5x12 MT18H 5.00 12 5 28 rm 4x1 4/25 �.%/ -1--'--,„,.. 29 30 31 3x4 2x4 I I 24 /c \\7 3x8 7 3x10%23 3 / -� 8 32 222 3x4 .. 2x4111 21 1: \'// � m o � // 37 ��3 34 35 12 MT18H= .-, \\�-,`\100 PO 36 19 y 38 39 15\0 4142 43 4�4 0 0 5x6 = 8x12= 18 17 16 14 13 12 11 2x4 11 4x8 = 3x4 = 4x6 = 3x8 = 3x4 = 3x10= 3x4 II I 6-0-8 1 8-8-5 1 14-10-7 I 20-0-9 I 26-2-11 I 32-1-9 I 38-0-8 I 6-0-8 2-7-13 6-2-2 5-2-2 6-2-2 5-10-15 5-10-15 Plate Offsets(X,Y)- [2:0-4-8,0-1-81,[4:0-5-9,0-1-81,[5:0-6-0,0-1-61,[6:0-3-8,0-2-81,[10:0-3-9,Edge],[11:0-2-8,0-1-81,[12:0-2-12,0-1-81,[17:0-2-0,0-1-81,[19:0-4-12,0-2-121, J20:0-3-0.0-2-121 LOADING(psf)5,0 ps25 0 SPACING- 2-0-0 CSI- DEFL. in (lac) I/deft Lid PLATES GRIP (Roof Snow 25.0) Plate Grip DOL 1.15 TC 0.78 Vert(LL) -0.21 19-20 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.89 Vert(TL) -0.43 19-20 >999 180 MT18H 220/195 BCLL 0.0* Rep Stress Incr YES WB 0.85 Horz(TL) 0.15 11 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 (Matrix) Weight:240 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or - - . .urlins, except BOT CHORD 2x4 DF No.1&Btr G"Except* end verticals,and 2-0-0 oc purlins(4- •.t-)15111-Op 82:2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 6-0: rk p a.f. FS WEBS 2x4 OF Std G"Except' WEBS 1 Row at midpt 4-17 r- "{Fj[( B p s/ W5,W12:2x4 DF No.1&Btr G MiTek recommends that St.. ... :n. equired cross .?j be installed during trusser•,.. a�tbilize "p. Installation guide. REACTIONS. (lb/size) 11=1585/Mechanical,20=1585/Mechanical Max Horz 20=-175(LC 13) Max Upliftll=-349(LC 13),20=315(LC 12) Max Gray 11=2194(LC 30),20=2258(LC 30) 5791/ 7� OREGON �N. FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. lio TOP CHORD 2-22=3665/752,22-23=-3611/752,3-23=-3581/758,3-24=-3532/745,4-24=3436/749, �/(j� 'y�ARY 5• ��Q 4-25=-2464/624,25-26=-2363/630,26-27=-2336/632,5-27=2311/639,5-28=-2254/657, i /JA U I Flt 6-28=-2254/657,6-29=-2430/658,29-30=-2438/652,30-31=-2455/651,7-31=-2583/643, 7-8=-2970/689,8-32=3071/679,9-32=-3198/671,9-33=-3044/597,33-34=3083/587, 34-35=-3097/586,10-35=-3153/585,1-20=-290/71,10-11=2144/455 EXPIRES: 12/31/2016 BOT CHORD 20-36=570/3058,19-36=-570/3058,17-38=-399/2338,38-39=399/2338, 16-39=-399/2338,16-40=-329/2147,15-40=-329/2147,14-15=329/2147, 14-41=-479/2842,41-42=-479/2842,13-42=-47912842,13-43=-492/2859, 12-43=-492/2859 WEBS 17-19=-503/2949,4-19=-299/1922,4-17=-1721/376,4-16=-331/176,5-16=56/371, 5-14=-119/366,6-14=-40/531,7-14=-835/272,7-13=0/338,9-12=-646/212, pAUL 10-12=510/2961,2-19=18/339,2-20=-3672/739 v NOTES- "�0 WA$N,, 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS , • ' •s TQ (envelope)gable end zone and C-C Exterior(2)0-1-13 to 3-11-7,Interior(1)3-11-7 to 9-7-11,Exterior(2)9-7-11 to 25-3-5,Interior(1) ` '"" 1 25-3-5 to 34-1-1 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.6t plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 ,.,:) 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. �Q+t '� sV 5)All plates are MT20 plates unless otherwise indicated. 11 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. s��NAL �� 7)"This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf- February 18,2016 Continue on page Z t i a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE W7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mick®connectors.This design is based only upon parameters shown,and is for an individual balding component,not a truss system.Before use,the building designer must verity the applicability of design parameters and property incorporate this design into the overaN building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP11 Quality Criteria DSB-89 and SCSI Building Component 250 Klug Circle Safety information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 223t4. Corona,CA 92880 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741048 91600175 A08 California 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:35:09 2016 Page 2 ID:PkD_XjGOgL_6gjCg1SXZKzsw50-OyM71WRa9R3BDMXkw51PuAYYEpaBhaKTO6pDu7zjuGG NOTES- 8)A plate rating reduction of 20%has been applied for the green lumber members. 9)Refer to girder(s)for truss to truss connections. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 349 lb uplift at joint 11 and 315 lb uplift at joint 20. 11)This truss has been designed for a moving concentrated load of 250.01b live and 17.Olb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 12)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 13)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. r / A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MFre k` is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available Irons Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. - Corona,CA 92880 4 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741049 4 B1600175 AO8A California i 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:35:11 2016 Page 1 ID:PkD_XjGOgL_6gjCg1SXZKzsw50-LLUtScSrh3KuTgh71 W4tzbduAdFp9UBmsQfKzOzjuGE 1 3-0-4 l 6-0-8 I 8-7-2 1 14-10-7 15r3r7 19-7-9 2010-9 26-1-14 I 42-3-15 38-4-0 I 3-0-4 3-0-4 2-6-10 6-3-5 0-5-0 4-4-2 0-5-0 6-3-5 6-0-1 6-0-1 Scale=1:72.6 5x12 MT18H= 5x12 MT18H 5.00 12 i, 29 „ 4728/ �� \0 5x8 25 26 27 \�� 31 32 3x4 24 2x4 146 \\ 7 3x8 N 3x10 233 �' \\ 8 33 22 �� 3x4 2x4 I 21 2 \� 9 N V i�` E \• \3g 5x12MT18H= 36 20 37 19 39 49 50 40 4115\s�\ :243 44 q5_� od 10x10 iii 5x6 = _ C, e rad ra .-. ost, i `d ry 18 17 16 14 13 12 11 2x4 II 5x6= 3x4= 3x6=3x8= 3x4= 3x10= 3x6 II H 6-0-8 1 8-7-2 1 14-10-7 I 20-0-9 26-3-14 I 32-3-15 1 38-4-0 I 6-0-8 2-6-10 6-3-5 5-2-2 6-3-5 6-0-1 6-0-1 Plate Offsets(X Y)- 14:0-3-1 0 3 9 Edgej [12 0 2 80-1-81.117:0-2-4.0-2-01.119:0-3-12,0-3-81,120:0-3-0,0-2-12] LOADING(psf) TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP (Roof Snow 25.0) Plate Grip DOL 1.15 TC 0.82 Vert(LL) -0.21 19-20 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.88 Vert(TL) -0.43 19-20 >999 180 MT18H 220/195 BCLL DA Rep Stress!nor YES WB 0.89 Horz(TL) 0.15 11 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 (Matrix) Weight:240 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G*Except* end verticals,and 2-0-0 oc purlins(4-2-7 max - - • B2:2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 6-0-0 o v'P R WEBS 2x4 DF Std G*Except* WEBS 1 Row at midpt 4-17,4- . : Job Truss Truss Type Qty Ply EPR Design-Memory Care • K1741049 B1600175 A08A California 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:35:11 2016 Page 2 ID:PkD_XJG0gL_6gjCg1SXZKzsw5O-LLUtSCSrh3KuTgh71 W4tzbduAdFp9UBm5QIKzozjuGE NOTES- 8)A plate rating reduction of 20%has been applied for the green lumber members. 9)Refer to girder(s)for truss to truss connections. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 316 lb uplift at joint 20 and 353 lb uplift at joint 11. 11)This truss has been designed for a moving concentrated load of 250.0lb live and 17.01b dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 12}"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 13)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/0312015 BEFORE USE. jar Design valid for use only with Mifek�connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall G� building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M Tcik` is always required for stability and to prevent collapse with possible personal injury and properly damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quaitty Criteria,DSB-89 and BCSI Building Component 250 Ktug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 • Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741050 81600175 A09 California 1 1 • Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:35:14 2016 Page 1 ID:PkD_XJGogL_6gjCgt SXZKzsw5O-IwA05eVj_iTK7QijedabDFTNgGHMpECYOX_ZLzjuGB 174489 3-0-4 7- 6-0-8 8-8-5 14-10.7 17-171 7 20-0-9 26-2-11 32-1-9 3219 39-6-8 3-0-4 -15 2-5-5 i 2-7-13 6-2-2 I 2-3A 0.�-0)� 2-3A 6-2-2 5-10-15 0-i-D 7-0-15 0-4-2 Scale=1:71.1 0-2-0 5x8 -35 6 8 t0 11 405x6 5.00 12 5 N ^`�\ f_1 34 \ 36 37 38 12 '\ 41 3x4 J 5z10 \\ \ 42 32 3I \ \\3 3x8 i N 4x12 3Q 31 � ✓ ,,1443 \ 3x4 29 2� \ t5 Y 28 ��' 44 d. 7i �� 45 `t 1' `� \ \ 46 4x12 16 17 47 1<`27 48 26 50 51 52 �\ 1 53 54 55 r \\\10x10 = � \` � 5x8 - r .v r �I- 25 24 23 22 20 19 18 5x6= 3x4= 5x8 WB= 3x4 = 3x6= 5x6= 3x8 = I 6-0-8 1 8-8-5 1 14-10-7 I 20-0-9 I 26-2-11 I 32-1-9 3215-9 39-6-8 i 6-0-8 2-7-13 6-2-2 5-2-2 6-2-2 5-10-15 0-4-0 7-0-15 Plate Offsets(X,Y)- [4:0-4-13,0-1-8].[5:0-4-0,0-1-4],[18:0-3-0,0-2-121_[19:0-2-4,0-1-8],j24:0-2-0,0-1-12],[26:0-3-8A-3-8].[27:0-3-8,0-2-12] LOADING(pst) TCLL 25.0 SPACING- 2-0-0 CSL. DEFL. in (loc) I/deft Ud PLATES GRIP (Roof Snow 25.0) Plate Grip DOL 1.15 TC 0.56 Vert(LL) -0.27 22 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.90 Vert(TL) -0.51 18-19 >930 180 BCLL 0.0* Rep Stress Incr YES WB 1.00 Horz(TL) 0.20 18 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix) Weight:256 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No_1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-10-4 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G`Except' end verticals,and 2-0-0 oc purlins(3-10-4 maxi:5=12 62:2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 6-0-0 o iI..PREF WEBS 2x4 DF Std G'Except' WEBS 1 Row at midpt 5-22,1 r ,.- 4c FS' W5,W13:2x4 DF No.1&Btr G MiTek recommends that Stab .10-.. .."i.-. ..v. .. OTHERS 2x4 DF No.1&Btr G be installed during truss er-'eTir . .dance with S..ili Installation guide. et' 89782PE REACTIONS. (lb/size) 18=1666/0-5-8,27=1671/Mechanical Max Horz 27=-225(LC 13) Max Uplift 18=-391(LC 13),27=347(LC 12) Max Gray 18=2338(LC 30),27=2522(LC 30) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 9 OREGON rI,C) TOP CHORD 2-30=-4287/838,30-31=4232/841,3-31=4211/845,3-32=-4180/848,32-33=-4112/852, �� ,L✓,9 A.6,na fx- 4-33= 1084/855,4-34=-3057/726,5-34=-29301736,5-36=-2889/834,7-36=-2889/834, RY 7-37=-2889/834,37-384-2889/834,9-38=-2889/834,9-39=-2889/834,12-39=-2889/834, �''A U L vs 12-41=-3111/767,41-42=-3222/757,13-42=3242/748,13-14=-3721/801, 14-43=-3822/792,15-43=-3949/784,15-44=-4044/778,44-45=4113/769, 45-46=-4121/768,16-46=4182/767,1-27=-290/73,17-18=-266/103 EXPIRES: 12/31/2016 BOT CHORD 27-48=611/3522,26-48=-611/3522,3-284-258/111,24-50=-426/2750,50-51=-426/2750, 23-51=-426/2750,23-52=-417/2727,22-52=-417/2727,21-22=558/3535, 21-53=-558/3535,53-54=-558/3535,20-54=558/3535,20-55=-625/3804, 19-55=-625/3804,19-56=-511/2318,18-56=511/2318 WEBS 24-26=-537/3468,4-284-358/2258,5-23=-23/323,5-22=-164/495,12-22=57/497, 13-22=920/283,13-20=22/423,16-18=3246/716,15-20=364/161,15-19=-280/247, -MAUL 16-19=-118/1546,2-26=8/488,2-27=-4229/815,4-24=-2041/397,6-7=263/74 ¢� NOTES- Sw`q 64 WASJrttt 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.If;Exp B;enclosed;MWFRS i4' ,'"'" �'0 - (envelope)gable end zone and C-C Exterior(2)0-1-13 to 4-1-4,Interior(1)4-1-4 to 11-8-5,Exterior(2)11-8-5 to 23-2-11,Interior(1) 23-2-11 to 35-51 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber •i -,. DOL=1.60 plate grip DOL=1.60 4. b+ 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 ,, 'T d 3)Unbalanced snow loads have been considered for this design. .P+ Cu 4)Provide adequate drainage to prevent water ponding. O -g,,51976, ,(;IS. v' 5)All plates are 2x4 MT20 unless otherwise indicated. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. sS1oNAL I'lG 7)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will Continuedfibetween ttheeebottom chord and any other members,with BCDL=10.0psf. February 18,2016 t • ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 9419-7473 rev.10/03/2015 BEFORE USE. Design void for use only with MiTeke connectors.This design is based only upon parameters shown,and is for an individual building component,not . a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design into the overat building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/rPli Quality Criteria,008-89 and SCSI Balding Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply EPR Design-Memory Care , K1741050 91600175 A09 California 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc Thu Feb 18 12:35:14 2016 Page 2 ID:PkD_XjGOgL_6gjCg1 SXZKzswtO-IwA05eVj_iTK7QijedabDFTNgGHMpECYOX_ZLziuGB NOTES- 8)A plate rating reduction of 20%has been applied for the green lumber members. 9)Refer to girder(s)for truss to truss connections. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 391 lb uplift at joint 18 and 347 lb uplift at joint 27. 11)This truss has been designed for a moving concentrated load of 250.0lb live and 17.01b dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 12)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 13)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. • moms 4 t A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MtTEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE, imp" Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and is for on individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Al k" is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/711 Quality Criteria,058-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 r, Job Truss Truss Type Qty Ply j EPR Design-Memory Care K1741D51 * B1600175 AO9A California 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:35:17 2016 Page 1 ID:PkD_XJGDgL_6gjCg t SXZKzsw5O-9Vr9jfXbGv42Bb8HOnAHDstzN219ZB2eEMIfAgzjuG8 17-9-9 17-7-9 I 3-0-4 1 648 1 26-67-210 1 121_63:112411 14-10-7 1 127-31.07 10.271-'i-0 20-49230 I 26314 I 32-3-12 3215 38-0-7 p-3-11p-3-11 41-6-8 3-0-4 3-0-43{>96-3-5 5-11-15 3 5-8-8 1-3-5 2-2-12 0-4-2 Scale=1:74.7 5x8= 0-2-0 5x6 35 6 81011 40 5.00 12 5 ...011N -0 34y' 33 / \ 37 38 12 `\�\ 3x4 C 4x12 / 42 32� ���.- 324_,„,_,„--------. 3 \ 3x8 31 i$� ' .---2:32 .,..,.,.,. 14 44 3x10% \ - \\ 2 \ 3x4 2/// / \\\� \ o 1 !\ / « �/j--1\45 w / �� / � 46 4x8 r o 47 28 50 27 5253 \ 54 \ 2 5556Z57 ®48t749595x8= 1Qx10 = !D _.__ ® i�i 18 14 N 6 26 25 24 23 21 20 t9 306= 5x6= 3x4 = 558 WB= 3x4 = 3x8 = 4x6= 308= 41-6-8 648 1 672-6-10-2 11-314 1 14-147 1 20-0-9 26-3-14 I 32-3-12 3- 15 39-312 3 I 6-0-8 2-8-12 369 5-2-2 6-3-5 5-11-15 0-6-3 6-11-13 42-722-0-0 Plate Offsets(X,Y)- [4:0-5-11,0-1-8J,[5:0-4-0,0-1-4J,[20:0-3-4,0-1-8],[25:0-2-0,0-1-121.[27:0-3-8,0-3-8].[28:0-3-8 0-2-12] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) l/defl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.58 Vert(LL) -0.26 23 >999 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.89 Vert(TL) -0.48 21-23 >977 180 TCDL 7.0 Rep Stress tncr YES WB 0.86 Horz(TL) 0.19 19 n/a n/a BCLL 0.0 BCDL 10.0 Code IBC2012/iP12007 (Matrix) Weight:260 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-10-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G`Except" end verticals,and 2-0-0 oc purlins(3-10-9 ma. '5-12 B2:2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 6-0-0. ... WEBS 2x4 DF Std G*Except* WEBS 1 Row at midpt 4-24,5- ,t, . ,,,M �FF� W5,W4,W13:2x4 DF No.1&Btr G MiTek recommends that Stab .$d r.r^T R-s'l.. `t4 OTHERS 2x4 DF No.1&Btr G be installed during truss ere,el. . .. .ancewith S#".ili I Installation guide. $ 782 P E �1.--- REACTIONS. (lb/size) 19=1855/0-5-8,28=1662/Mechanical Max Horz 28=-266(LC 13) Max Uplift 19=-448(LC 13),28=-345(LC 12) Max Gray 19=2529(LC 30),28=2512(LC 30) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 92 OREGON 0tO o- " TOP CHORD 2-30=-4288/829,3-30=-4208/834,3-31=-4181/850,31-32=-4139/852,4-32=-4089/856, .1 �14 2 1�1+ 4-33=-3043/725,33-34=-2914/726,5-34=-2912/736,5-36=2867/830,7-36=-2867/830, RY 1 J� 7-37=-2867/830,37-38=-2867/830,9-38=-2867/830,9-39=-2867/830,12-39=2867/830, '°A U L pl' 12-41=-3087/761,41-42=-3091/752,42-43=3197/750,13-43=-3221/742, 13-14=3687/780,14-44=-3790[770,15-44=-3919/770,15-45=3942/724, 4546=-4008/715,46-47=-4016/714,16-47=-4078/707,16-48=210/609,17-48=-216/603, EXPIRES: 12/31/2016 17-49=237/627,18-49=243/621,1-28=-285/53 BOT CHORD 28-50=539/3239,27-50=-539/3239,3-27=-272/95,25-52=-398/2731,52-53=-398/2731, 24-53=-398/2731,24-54=-382/2711,23-54=-382/2711,22-23=507/3506, 22-55=-507/3506,55-56=-507/3506,21-56=507/3506,21-57=542/3707, 20-57=-542/3707,20-58=312/1883,19-58=312/1883,19-59=-565/205,18-59=-565/205 WEBS 2-27=-40/751,25-27=-510/3503,4-27=-356/2346,5-24=-23/325,5-23=160/486, PAUL Alp 12-23=58/488,13-23=-901/279,13-21=-11/413,17-19=-282/152,2-28=-4014/793, 15-21=330/154,15-20=357/213,16-20=286/1886,4-25=2115/389,16-19=-29621703, �'ii WASNV 6-7=-263/79 W 7 "V "� �0 NOTES- ` • -, "4 1)Wind:ASCE 7-10;VuIt=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS % .. (envelope)gable end zone and C-C Exterior(2)0-1-13 to 4-3-10,Interior(1)4-3-10 to 11-4-15,Exterior(2)11-4-15 to 23-6-1,Interior(1) 4 23-6-1 to 37-4-10 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber ,-.0 ,i Lk- DOL=1.60 plate grip DOL=1.60 51976 ,r 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 O -ors-rev-P' 3)Unbalanced snow loads have been considered for this design- 4)Provide adequate drainage to prevent water ponding- s`S()NAL D'. g5)All plates are 2x4 MT20 unless otherwise indicated. C)nUnuerss h a been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. P g Z February 18,2016 • ®WARNING-Ved fy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M0-7473 rev.10/0312015 BEFORE USE. mil Design valid for use only with MiTek®connectors-This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek° is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII quality Criteria 1:48-89 and SCSI Budding Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 C Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741051 B1600175 AO9A California 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005- 7.640 s Sep 29 2015 MiTek Industries,Inc.Thu Feb 18 12:35:17 2016 Page 2 ID:PkD_XjGOgL_6gjCg1 SXZKzsw5O-9Vr9jfXbGv42Bb8HOnAHDstzN2l9ZB2eEMIfAgzjuG8 NOTES- 7)"This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 8)A plate rating reduction of 20%has been applied for the green lumber members. 9)Refer to girder(s)for truss to truss connections. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 448 lb uplift at joint 19 and 345 lb uplift at joint 28. 11)This truss has been designed for a moving concentrated load of 250.OIb live and 17.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 12)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 13)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. • • ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE Mil-7423 rev.10/03/2015 BEFORE USE. Design valid for use only with MTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not .. a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall butding design.Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and properly damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPIT Quality Criteria,DSB-89 and SCSI Building Component 250 Mug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741052 61600175 A10 Roof Special Girder 1 2 Job Reference(optiong) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:35:20 2016 Page 1 ID:PkD_XJGOgL_6gjCg1SXZKzsw50-a4XHLhZUZgSd22ts3vk_rUWeFQQmWESwJ Jn7zjuG5 11-11-121 4-5-15 1 9-6-0 1 13-11-2 14-6/7 22-1-0 I 29-7-9 30/2-l4 36-1-4 I 42-8-0 I 1-11-12 2-6-3 5-0-1 4-5-2 0-7- 7-6-9 7-6-9 0-7- 5-10-6 6-6-12 ICC APPROVED FACE MOUNT HANGER(BY OTHERS)REQUIRED FOR JOINT 4,26 Scale=1:79.4 LOADS SHOWN IN NOTES BELOW.ALL NAILS HOLES MUST BE FILLED AS PER HANGER MANUFACTURERS INSTALLATION PROCEEDURE WITH A MINIMUM OF 10d(.148"X 3")NAILS OR AS-iREQUIRED BY THE HANGER MANUFACTURER-FIE TO COMPLY MAY REQUIRE ADDITIONAL 4x8— 5x6 CONSIDERATIONSS TO DISTRIBUTE LOADS BE 2-i EDEN TH.1 60ES. .2 7 6033 r 34m r, e 3x6% 29 \\ Special Special 5 j \� 3x4 3x4= 8x8= 4x8 % 28 9 za ra 8x8= 3 27 4 23 S7 5x12 MT18H rq r �s� :.:r7 \\�� 10 t° o \`+ 7x14 M = u - L'-' _-- r .I o _ s�zx4= r•, m 21 39 20 40 19 41 18 42 • 17 43 44 16 15 1445 46 13 47 t2 48 11 3x8 II 4512 = 4x6= 4x8 = 4x8 — 2x4 II 4x8 = 4x8= 4512= 2x4 I I 8x12—11-11-121 4-5-15 1 9-6-0 1 13-11-2 I 22-1-0 30-2-14 36-1-4 42-8-0 1 1-11-12 2-6-3 5-0-1 4-5-2 8-1-14 8-1-14 5-10-6 6-6-12 Plate Offsets(X.Y)— 11:0-3-4 0-3-41.(4:0-2-12.0-2-01.[5:0-2-8.0-1-8],[6:0-3-4.0-2-81,[8:0-2-4,0-2-8],[12:0-3-9.0-2-0].120:0-5-4,0-3-81 LTCLL OADING(ps25 0 SPACING- 2-0-0 CSL DEFL. in (lac) I/deft Ud PLATES GRIP (Roof Snow 25.0} Plate Grip DOL 1.15 TC 0.51 Vert(LL) -0.21 15-17 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.47 Vert(TL) -0.42 15-17 >999 180 MT18H 220/195 BCLL 0.0 Rep Stress!nor NO WB 0.96 Horz(TL) 0-12 11 me n/a BCDL 10.0 Code IBC2012/TPI2007 (Matrix) Weight 578 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied or 3-6-2 oc purlins, except T3:2x6 DF No.2 end verticals,and 2-0-0 oc purlins(4-11-13 m.. - - 6-8. BOT CHORD 2x6 DF 2250F 1.7E BOT CHORD Rigid ceiling directly applied or 10-0-0•, . WEBS 2x4 DF Std G*Except* �3'9P R QFFs W2:2x4 DF No.1&Btr G,W5:2x10 DF SS,W4,W6:2x6 DF No.2 �,Co ANG[Nk,,- so REACTIONS. (lb/size) 21=7836/0-5-8,11=2422/Mechanical GV 2 17 Max Horz21=101(LC11) CC 89782PE Tr' Max Uplift21=-1376(LC 6),11=-455(LC 7) Max Grav21=8061(LC 30),11=2748(LC 30) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-21=-7798/1342,1-24=7812/1327,24-25=7813/1328,2-25=-7813/1327, - ,OREGON ?, ,,EGON '-?Q" 2-26=-13268/2250,3--236==-51623991/41/212160,1 3,3-27=-11331/1904,4-27=-11282/1909, �/ 7 4-28=8170/1453,5-28=8084/1462,5-29=-6101/1171,6-29=-6071/1182, -1,9, �AIRy A P< 6-33=3900/8176034=-3900/817,8-34=3390081718-354213/861/9-35=-4252/841, pA UL °4 9-36=-3880/736,36-37=-3990/726,37-38=-0100/723,10-38=-4107/717,10-11=-2676/483 BOT CHORD 20-40=-1488/8522,19-40=-1488/8522,19-41=-1923/11356,18-41=-1923/11356, 18-42=1287/7483,17-42=-1287/7483,17-43=-970/5548,43-44=970/5548, EXPIRES: 12/31/2016 16-44=970/5548,15-16=-970/5548,14-15=-970/5548,14-45=970/5548; 45-46=-970/5548,13-46=-970/5548,13-47=634/3711,12-47=-634/3711 WEBS 1-20=1845/10857,2-20=-7760/1345,2-19=-725/4367,19-22=-2388/466,4-22=-2388/466, 4-23=-5991/1125,18-23=-4539/857,5-18=374/2467,5-17=2856/581,6-17=-263/1780, 7-17=-945/988,7-15=0/429,7-13=-2107/403,8-13=-146/1118,9-13=-218/626, 9-12=760/233,10-12=-651/3808,3-22=-1866/322,22-23=-299/1625 PAUL p, NOTES- OV WAS14 tyr� 1)NA S� �y C 2)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: FV •" ` • 'r="�•'O Top chords connected as follows:2x4-2 rows staggered at 0-2-0 oc,Except member 2-6 2x4-2 rows staggered at 0-2-0 oc,2x6-2 ,, ' .- j / rows staggered at 0-9-0 oc. ^�, Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. ., ;r Webs connected as follows:2x4-1 row at 0-9-0 oc,Except member 20-2 2x4-I row at 0-7-0 oc,2x10-2 rows staggered at 0-9-0 oc, "��� i i g7� 2x6-2 rows staggered at 0-9-0 oc. C.519 6, 3)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only toads noted as(F)or(B),unless otherwise indicated. sSiONAL1✓�� 4)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=42psf,BCDL=6.0psf;h=25ft;Cat.II;Exp B,enclosed;MWFRS (envelope)gable end zone;cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 Continued on page 2 February 18,2016 I WARNING-V designMI Verify g parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE API-7473 rev.10/032015 BEFORE USE. Design valid for use only with M7ekr connectors.This design is based only upon parameters shown,and h for on individual budding component,not Q a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent bucking of individual buss web and/or chord members only.Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/IPU Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 4 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741052 81600175 A10 Roof Special Girder 1 2 Job Reference(optional) I' Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:35:20 2016 Page 2 ID:PkD_XJGOgL_6gjCg1 SXZKzsw50-a4XH OZU ZgSd22ts3vkrU W eFQQm W ESw.f_Jn?zju GS NOTES- 5)TCLL ASCE 7-10;Pf 25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 6)Unbalanced snow loads have been considered for this design. 7)Provide adequate drainage to prevent water ponding. 8)All plates are MT20 plates unless otherwise indicated. 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10)*This truss has been designed for a Iive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members.with BCDL=10.0psf. 11)A plate rating reduction of 20%has been applied for the green lumber members. 12)Referto girder(s)for truss to truss connections. 13)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1376 lb uplift at joint 21 and 455 lb uplift at joint 11. 14)This truss has been designed for a moving concentrated load of 250.0Ib live and 17.01b dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 15)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 16)Graphicalpudin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. 17)Hangers)or other connection device(s)shall be provided sufficient to support concentrated load(s)335 lb down and 111 lb up at 0-6-12,750 lb down and 157 lb up at 2-6-12, and 5693 lb down and 963 lb up at 4-5-15,and 100 lb down and 55 lb up at 14-9-1 on top chord- The design/selection of such connection devices)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(p19 Vert:1-2=-64,2-6=-64,6-8=-64,8-10=-64,11-21-20 Concentrated Loads(Ib) Vert:4=-5658(B)24=-271 26=715(B)30=-54 0 MUM®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE AHI-7473 rev,10/03/2015 BEFORE USE. 11111 Design valid for use only with Mitek+®connectors.This design is based only upon parameters shown,and is for an individual building component,not 1 a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quadty Criteria,DSB-89 and SCSI Budding Component 250 Klug Circle Safely Inlormadon available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 r Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741053 I, B1600175 A10A Roof Special Girder 1 ---..- 2 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc.Thu Feb 18 12:35:23 2016 Page 1 ID:PkD_XJGOgL_6gjCg1SXZKzsw50- fDQzjcMslgBvWcRk1 Ht1T77?sTS6ztxXcHCzOJzjuG2 11-11-121 4-5-15 1 9-6-0 1 13-11-2 141-617 72-1-0 1 99-7-9 3012-04 36-3-0 I_ 42-11-8 1-11-12 2-6-3 5-0-1 4-5-2 0-7- 7-6-9 7-6-9 0-7-5 6-0-2 6-8-8 ICC APPROVED FACE MOUNT HANGER(BY OTHERS)REQUIRED FOR JOINTS 4,26 LOADS SHOWN IN NOTES BELOW.ALL NAILS HOLES MUST BE FILLED AS Scale=1:79.9 PER HANGER MANUFACTURERS INSTALLATION PROCEEDURE WITH A MINIMUM OF 10d(.148"X 3")NAILS OR AS REQUIRED BY THE HANGER MANUFACTURER.FAILURE TO COMPLY MAY REQUIRE ADDITIONAL 4x8 = 5x6 CONSIDERATIONS TO DISTRIBUTE LOADS BETWEEN6THE PLIES. 5x8 ^0 a. ..31 .ti .-� 7 .. .. .. .. 8 8.00112 -. w, 3x6% 29 Special special 5 - �\ 35 3x4 354 = 6x8= 4x8 28 -,=- ,...,___ �� 9 36 5512 MT18H 27 4 /23 \ W cL 858= \\37 38 7x14 M it _ _S'+ coBM 0 BM 1.8 21 39 20 46 19 41 18 42 17 43 44 16 t5 14 45 46 13 47 12 48 11 3x8 I I 41(12= 4x6= 4x8 = 4x8 2x4 I I 4x8 458= 5x12= 2x4 I I 8x12= I1-11-121 4-5-15 i 9-6-0 1 13-11-2 - I 22-1-0 I 30-2-14 1 36-3-0 1 42-11-8 I 1-11-12 2-6-3 5-0-1 4-5-2 8-1-14 8-1-14 6-0-2 6-8-8 Plate Offsets(X,Y)- 11:0-3-4,0-3-0],14:0-2-12,0-2-0],15:0-2-8,0-1-81 16-0-3-4,0-2-81 [8:0-2-4 0-2-8) [12:0-3-9 0-2-8j [20:0-5-4 0-3-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.51 Vert(LL) -0.21 15-17 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.47 Vert TCDL 7.0 (TL) -0.43 15-17 >999 180 MT18H 220/195 BCLL 0.0" Rep Stress MuNO WB 0.97 Horz(TL) 0.13 11 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 (Matrix) Weight:580 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied or 3-6-1 oc purlins, except T3:2x6 DF No.2 end verticals,and 2-0-0 oc purlins(4-11-11 m.. - - 6-8. BOT CHORD 2x6 DF 2250F 1.7E BOT CHORD Rigid ceiling directly applied or 10-0-0•• . ern WEBS W2:D2x4Std DF No.1&Btr G,W5:2x10 DF SS,W4,W6:2x6 DF No.2 \�������* , Fss1p REACTIONS. (lb/size) 21=7853/0-5-8,11=2430/0-3-8 Max Horz 21=106(LC 11) Q 89782PE �1-' Max Uplift2l=-1379(LC 6),11=-455(LC 7) Max Gray 21=8080(LC 30),11=2767(LC 30) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-21=7816/1345,1-24=7830/1331,24-25=7832/1331,2-25=7832/1331, 9 OREGON '-• 2-26=-13302/2255,3-26=-13028/2207,3-27=-11362/1909,4-27=-11313/1914, 4/0 rZQiQ 4-28=-8210/1459,5-28=-8124/1469,5-29=-6139/1178,6-29=-6108/1189, 1j9y. "4RY A6, l,GQ 6-30=-5666/1122,30-31=-5666/1122,31-32=-5666/1122,7-32=-5666/1122, ,y pA U L V\'J 7-33=-3975/832,33-34=-3975/832,8-34=-3975/832,8-35=-42951872,9-35=-4335/856, 9-36=-40491761,36-37=-4161/751,37-38=-4192/748,10-38=-4274/743,10-11=-2694/484 BOT CHORD 20-40=1487/8543,19-40=-1487/8543,19-41=-1925/11387,18-41=1925/11387, 18-42=1290/7520,17-42=-1290/7520,17-43=-977/5603,43-44=-977/5603, EXPIRES: 12/31/2016 16-44=977/5603,15-16=-977/5603,14-15=-977/5603,14-45=977/5603, 45-46=-977/5603,13-46=-977/5603,13-47=-657/3870,12-47=-657/3870 WEBS 1-20=-1849/10883,2-20=-7779/1348,2-19=727/4380,19-22=-2395/467,4-22=-2395/467, 4-23=-5986/1126,18-23=4535/857,5-18=374/2464,5-17=2851/581,6-17=-266/1793, 7-17=-959/969,7-15=0/429,7-13=-2080/398,8-13=-151/1148,9-13=-265/564, 9-12=7031225,10-12=-670/3951,3-22=-1869/322,22-23=-300/1623 YAiJI A� `+ , NOTES- 1 1)NA ��O WG 7 2)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: E~� o,► -, 'y' O Top chords connected as follows:2x4-2 rows staggered at 0-2-0 oc,Except member 2-6 2x4-2 rows staggered at 0-2-0 oc,2x6-2 r / , rows staggered at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. "hr Webs connected as follows:2x4-1 row at 0-9-0 oc,Except member 20-2 2x4-1 row at 0-7-0 oc,2x10-2 rows staggered at 0-9-0 oc, ` :1 51976 4' 2x6-2 rows staggered at 0-9-0 oc. � IST E-V- 3)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. S'jONAL,I1 4)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf-,h=25ft;Cal II;Exp B;enclosed;MWFRS (envelope)gable end zone;cantilever left and right exposed;Lumber DOL=1-60 plate grip DOL=1.60 Continued on page 2 February 18,2016 t S , id ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 ree.10103/2015 BEFORE USE. Design void for use only with MBekSi connectors.This design is based only upon parameters shown,and is for on individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and properly damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TYIt Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available horn Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 fi Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741053 131600175 A10A Roof Special Girder 1 2 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc_Thu Feb 18 12:35.23 2016 Page 2 ID:PkD_XJGOgL_6gjCg1SXZKzsw5O-_IDQzjcMslgBV WcRk1 HhT77?sTS6zbcXcHCzOJzjuG2 NOTES- 5)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 6)Unbalanced snow loads have been considered for this design. 7)Provide adequate drainage to prevent water ponding. 8)All plates are MT20 plates unless otherwise indicated. 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 11)A plate rating reduction of 20%has been applied for the green lumber members. 12)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1379 lb uplift at joint 21 and 455 lb uplift at joint 11. 13)This truss has been designed for a moving concentrated load of 250.OIb live and 17.O1b dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 14)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 15)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)335 lb down and 111 lb up at 0-6-12,750 lb down and 157 lb up at 2-6-12, and 5693 lb down and 963 lb up at 4-5-15,and 100 lb down and 55 lb up at 14-9-1 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-64,2-6=-64,6-8=-64,8-10=-64,11-21=-20 Concentrated Loads(lb) Vert:4=-5658(F)24=-271 26=-715(F)30=-54 =M ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE 8111-7473 me.10/03/2015 BEFORE USE. Design valid for use only with Mit ek®connectors.This design is based only upon parameters shown,and is for an individual budding component,not a truss system.Before use,the budding designer must verify the applicability of design parameters and properly incorporate this design into the overall MiTek" building design.Bracing indicated is to prevent buckdng of individual truss web and/or chord members only.Additional temporary and permanent bracing MiT®k" is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANsr/r%i Quality Criteria,DSB-89 and SCSI Budding Component 250 Klug Circle Safety Information available from Truss Rate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 * Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741054 1 91600175 All Roof Special 1 1 --- Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:35:25 2016 Page 1 ID:PkD_XJGOgL_6gjCglSXZKzsw50-w1 KAOOddOM4v8glpsSK9YYDEpG2CRp?g4bh4SCzjuG0 32-2-3 1 6-0-8 1 10-5-0 1 1738 24-6-0 24-a-2 _ 31-7414 324,10 39-3-12 39,9-6 6-0-8 4-0-8 {I l y 7-0-8 7-0-8 0.-2 7312 0.t-3 7-1-9 4-2 0.1-8 Scale=1:74.1 5x6= 4 5.00 •12 22 tl 21 23 4x8 ' 24 25 3x4 3 \ �.,\\\ 5x8 WB 2z4 II29 "�' z � '-'-'=-:4 - 5x12 MT18H= 18 19 /�.� \\\3�4 /j/ `5 q / 26 �1 _-_� � �Y/ 5x12 MT18H= I 17 27 16 29 / 12 30 /31 8 6x8= 0. 32 y'n' w N 3x6 IIo r. . ... I �. 15 14 13 11 10 c.9 2x4 H 4x6= 3x8= 508= 354 = 4x6= 2x4 H 32-2-7 i 608 1 10-5-0 i 775-6 24-6-0 2 Porti 3235 0-1-8 39-1-132 0-2-12 6-0-8 4-4-8 7-0-8 7-0-8 0.Q-} 0-i- 0-0-4 Plate Offsets(X.Y)— [1:Edge.0-2-6],13:0-2-13,0-2-0],18:0-3-9,Edge],19:0-2-8,0-1-01,f10:0-2-4,0-1-81,114:0-2-8.0-2-01.[16:0-2-8,0-2-0] TCLL LOADING(psf) 25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP (Roof Snow 25.0) Plate Grip DOL 1.15 TC 1.00 Vert(LL) -0.27 9-10 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.81 Vert(TL) -0.54 10-11 >878 180 MT18H 220/195 BCLL 0.0* Rep Stress!nor YES WB 0.87 Horz(TL) 0.09 9 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 (Matrix) Weight:232 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 DF No.1&Btr G"Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracino__ - 02:2x4 DF Std G WEBS 1 Row at midpt 5-13,3-13, i •. ! WEBS 2x4 DF Std G'Except' MiTek recommends that Stabil • .:f.ji'. ! S'!1.•y1►. W10,W2:2x4 DF No.1&Btr G be installed during truss erect. tiD.71:73 m:.+.•,�. a.4>f- • OTHERS 2x4 DF No.1&Btr G Installation guide. �� REACTIONS. (lb/size) 17=1648/Mechanical,9=1648/0-5-8 CC 89782PE Max Horz 17=-226(LC 13) Max Upliftl7=-344(LC 12),9=-390(LC 13) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-18=-2801/673,18-19=-2742/675,2-19=2719/684,2-20=-2774/756,3-20=-2680/768, y OREGON r*� 3-21=1826/568,21-22=-1740/570,4-22=1725/579,4-23=1725/580,23-24=-1743/571, �& '1- 24-25=-1754/569,5-25=1830/562,5-6=-2301/653,6-7=-2468/631,7-26=-2765/660, ^7,9 qRY 16 {GQ' 8-26=-28444, BOT CHORD 2-16=327/226,14-29=-1344189799,$32915344/1799,13-30=405/2192,12-30=-005!2192, pA UI. -% 11-12=-405/2192,11-31=-542/2575,10-31=542/2575 WEBS 5-13=-970/375,14-16=373/1962,3-184-345/1140,3-14=-713/235,3-13=484/232, 4-13=-217/961,5-11=-241469,7-10=162/251,8-10=-546/2596,1-16=574/2564, EXPIRES: 12/31/2016 7-11=435/230 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)0-1-13 to 4-1-4,Interior(1)4-1-4 to 13-6-1,Exterior(2)13-6-1 to 17-5-8,Interior(1) 21-4-15 to 35-5-4 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber pAUL RI. DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 O 3)Unbalanced snow loads have been considered for this design. S� G 4)All plates are MT20 plates unless otherwise indicated. . 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ` -, 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. r 7)A plate rating reduction of 20%has been applied for the green lumber members. Al �+ $Ig76 Ga4 8)Refer to girder(s)for truss to truss connections. O Grsr7R 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 344 lb uplift at joint 17 and 390 lb uplift at joint 9. Ss1ONAL00 10)This truss has been designed for a moving concentrated load of 250.0Ib live and 17.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. Continued on page 2 February 18,2016 t ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MA-7473 rev.10/032015 BEFORE USE. IMMt Design valid for use only with MTekR connectors.This design is based only upon parameters shown,and is for on individual budding component,not < a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` iTek` is always required for stability and to prevent collapse with possible personal injury and properly damage.For general guidance regarding the IC fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/Tint Quality Criteria,DSB-89 and BCSI Building Component 259 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 * Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741054 B1600175 All Roof Special 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7640 s Sep 29 2015 MiTek Industries,Inc.Thu Feb 18 12:35:25 2016 Page 2 ID:PkD_XjGOgL_6g}Cg1 SXZKzswSO-w1 KAOOddOM4v8gIpsSK9YYDEpG2CRp?g4bh4SCzMGO NOTES- 11)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. • A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MOTE(REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. IMI Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and is for on individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSt/TPit Quakly Criteria,DS11•89 and BCSI Building Component 250 Klug Circle Safety kdormohon available horn Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 * Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741055 B1600175 Al2 Roof Special 9 1 --.-_ Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 - 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:35:26 2016 Page 1 ID:PkD_XJGOgL_6gjCg 1 SXZKzsw50-OEuYckeF9gCmmzKOQ9r0411S1gOUAHvzIFRVezjuG? I 6-0-8 11-9-0 1 17-5-8 i 24-6-0 1 32-0-10 39-3-12 1 41-68 1 6-0-8 5-88 5-8-8 7-08 7b10 7-3-2 2-2-t2 5x6 = Scale=1:77.6 4 5.00 112 L 3x1 23 4/ \�\26 3x4 27 \5 5x8 WB 2x4 II 21 j�,..,.� 2.o...____,...--- -------- ,,,,,,, � 3x4 5012 MT18H= 19 20/ \� 7 1_____ 1t \\� ----...z::,„,„„28.„, -!S 29 4x6 18 31 6x8 17` " 33 \ 13 34 35 -36 - 88309 37 N 3x6 II " _ �/ P �1 Iou v . 6 16 15 14 12 t1 103x6= 204 II 3x8= 308 = 5x8 3x4 = 4x6 = 2x4 I I 41-8--8 I 6-0-8 I 11-9-0 1 17-5-8 _.-- 24-6-0 32-0-10 _ 1 39-3-12 -�0--3 5 i 6-08 5-8-8 5-8-8 7-0-8 7-6-10 7-3-2 2'12 2-0-0 Plate Offsets(X Y1:Edge 0-2 -0) (11:0_2_4 0_1_12 ]15:0-3-4,0-1-81,[17:0-2-8,0-2-41 LOADING(psf) SPACING- 2-0-0PCSI. DEFL. in (toc) 1/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15C 0.82 Vert(LL) -0.24 11-12 >999 240 MT20 220/195 (Roof TCDLSnow 25.0) LumberDOL 1-15C 0.81 Vert(TL) -0.54 11-12 >872 180 MT18H 220/195 BCLL 0.0Rep Stress MuYESWB 0.82 Horz(TL) 009 10 n/a n/a BCDL 10.0 Code IBC2012ITP12007Matrix) Weight:241 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G*Except* end verticals. B2:2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 6-0-0 o i�p.P i WEBS 2x4 DF Std G*Except' WEBS 1 Row at midpt 3-14,5- • f Lr Pk- 6, W12,W2:2x4 DF No.1&Btr G MiTek recommends that Stab r ' . -. :ra. A..47 OTHERS 2x4 DF No.t&Btr G be installed during truss ere,i, it . •dance with S.iii ?j Installation guide. �✓ 9� REACTIONS- (lb/size) 18=1640/Mechanical,10=1837/0-5-8 89782PE Max Horz 18=268(LC 13) Max Uplift 18=-343(LC 12),10=-446(LC 13) Max Gray 18=1644(LC 18),10=1837(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown_ -71/(/ 5T OREGON 's^ TOP CHORD 1-19=-2802/671,19-20=-2742/673,2-20=2714/682,2-21=-2798/771,21-22=-2730/782, .9 ���RY A '�4 Q� 75/787, /575, ir 25-26=-1725/570,3-22= 26-27=-1741/568,7900/579, 5-6=-2269/634,6-75-2436 6/219 'J4 lit._ �1�� 7-28=-2686/650,28-29=-2686/638,8-29=2775/629,8-30=-318/560,9-30=-329/554, 1-18=-1583/441 BOT CHORD 18-31=104/268,17-31=-104/268,2-17=-393/280,15-33=-29811786,14-33=298/1786, EXPIRES: 12/31/2016 14-34=-35712167,13-34=-357/2167,12-13=-357/2167,12-35=-480/2479, 11-35=480/2479,11-36=-4951296,10-36=-4951296,10-37=495/296,9-37=-495/296 WEBS 15-17=-309/1868,3-17=-354/1070,3-15=-509/179,3-14=-545/232,4-14=-235/989, 5-14=-958/370,5-12=-9/463,7-12=-398/209,8-11=-506/2323,8-10=-1694/565, 1-17=-574/2567 NOTES- VI. �, 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS jF WAS1-1 ' (envelope)gable end zone and C-C Exterior(2)0-1-13 to 4-3-10,Interior(1)4-3-10 to 13-3-10,Exterior(2)13-3-10 to 17-5-8,Interior(1) , 0 21-7-6 to 37-4-10 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber q� ,, > _� "'0 DOL=1.60 plate grip DOL=1.60 ' .4.017- ,, 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. \.J 4)All plates are MT20 plates unless otherwise indicated. 61.', rd 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. '� 51976 w 6)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide willGZ y fit between the bottom chord and any other members,with BCDL=10.0psf. Lt's S G 7)A plate rating reduction of 20%has been applied for the green lumber members. 8,10NALS-. 8)Refer to girder(s)for truss to truss connections. Continued on page 2 February 18,2016 1, A,WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI-74T3 rev.10/0312015 BEFORE USE. anon Design valid for use only with MTeki connectors.This design is based only upon parameters shown,and is for an individual building component,not > a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall budding design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPt1 Quality Criteria,058-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 • r Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741055 81600175 Al2 Roof Special 9 1 Job Reference(optional) { Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:35:26 2016 Page 2 ID:PkD_XjGOgL_6gjCg t SXZKzsw50-OEuYckeF9gCmmzKOQ9r0411SIgOUAHvzIFRd?ezjuG? NOTES- 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 343 lb uplift at joint 18 and 446 lb uplift at joint 10. 10)This truss has been designed for a moving concentrated load of 250.OIb live and 17.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 11)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. • ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-74T3 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design.Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing Mfrek` is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/Tpil Quality Criteria,DSS-89 and SCSI Balding Component 250 Klug Circle Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741077 B1600175 C10 Roof Special 1 1 Job Reference o.tional f' Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:36:19 2016 Page 2 ID:PkD_XjGOgL_6gjCg1 SXZKzsw50-LQbbksHUgyuFd7uBOoIgkxSYL1Wx5HtrnU?mxL4zjuFA NOTES- 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. • o t ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mi1-7473 nee.18/032015 BEFORE USE. Design void for use only with MTekr connectors.This design is based only upon parameters shown,and is for on individual budding component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design.Bracing indicated is to prevent buckdng of individual truss web and/or chord members only.Additional temporary and permanent bracing V Mire is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the I R fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Qitertu,DSB-89 and SCSI Building Component 250 Klug Circle Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 . Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741077 ` B1600175 C10 Roof Special 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc_Thu Feb 18 12:36:19 2016 Page 1 ID:PkD_XjGOgL_6gjCg l SXZKzsw5O-LQbbksHUgyuFd7uBOolgkxSYL1 W x5HtmU?mxL4zjuFA 2-2-12 8-9-15 { 15-2-8 21-9-12 24-0-8 29-6-0 2-2-12 6-7-3 6-4-9 6-7-4 2-2-12 5b8 4x12= Scale=1:61.9 5.0012 6 22 2x4 I I MAIM 7 21 , 23 3x4% 24 3x6 5 \\\ \\ 8 25 3x6 5 3x4% /0 4 E \• 3 .- 3x6% 1/ \-:-.,,,„. j 8x8= 32 2x4 41 2, 1.!'-- -- \ 1 1 17/ ! 9 I 26 16 27 15 28 t4 13 29 30 12 31 11 3x4 = 2x4 II 4x6= 3x6 = 4x8= 2x4 II 3x4= I 2-2-12 2118 8-9-15 15-2-8 21-9-12 24-0-8 { 29-80 { 2-2-12 0-2-'12 6-4-7 6-4-9 6-7-4 2-2-12 5-5-8 Plate Offsets(X,Y)— 12:0-2-8.0-1-8],16:0-5-8.0-1-01,[10:0-2-8,0-2-8].[12:0-1-12,0-1-121.[15:0-3-0,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) I/defl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.67 Vert(LL) -0.16 9-10 >999 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.68 Vert(TL) -0.29 9-10 >999 180 TCDL 7.0 Rep Stress lncr YES WB 0.64 Horz(TL) 0.06 9 n/a Na BCLL 0.0 " Code IBC2012/TP12007 (Matrix) Weight:177 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-10-3 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G Except' end verticals. B3:2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 6-0-0 o�QInp.P R Q� WEBS 2x4 DF Std G WEBS 1 Row at midpt 5-12,6- k U 4-6' MiTek recommends that Stab'' x''i�':'T�"�:4- be installed during truss er-r 1 r .*..dance with S-•Ih Installation guide. CC' 89782PE 11..... REACTIONS. (lb/size) 9=1131/Mechanical,16=1334/0-5-8 Max Horz 16=329(LC 12) Max Uplift9=-250(LC 12),16=-321(LC 12) Max Gray 9=1135(LC 19),16=1334(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. l'4/(/OREGON C3 CT- TOP CHORD 1-17=-273/574,2-17=-262/580,2-18=-1767/384,18-19=-16861392,3-19=-1684/403, 1 y. '`1 R y A. A,, 1 285/351, 2, 6-22=-1180/458,7-22=-1206/452,7-23=1093/359 23124=31140/351 24-25=1157/349, �'i -A U L n 8-25=-1200/343,8-9=-1081/348 BOT CHORD 1-26=-514/245,16-26=-514/245,16-27=-514/245,15-27=514/245,15-28=-587/1555, I 14-28=587/1555,13-14=420/1249,13-29=420/1249,29-30=420/1249, EXPIRES: 12/31/2016 12-30=-420/1249,10-11=-107/256,7-10=573/245 WEBS 2-16=-1204/411,2-15=-299/1454,3-15=-91/255,3-14=-389/192,5-14=17/450, 5-12=-809/343,6-12=-524/158,10-12=-336/1319,6-10=-360/1190,8-10=305/1173 NOTES- 1)Wind:ASCE 7-10;Vutt=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS pAUL (envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 18-9-12,Exterior(2)18-9-12 to 21-9-12,Interior(1) RIi 24-9-12 to 26-4-4 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber OQ WA3p>, 42,t1 DOL=1.60 plate grip DOL=1.60 /. `��G 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 Q ',:! �O 3)Unbalanced snow loads have been considered for this design- 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide wilt fit between the bottom chord and any other members,with BCDL=10.Opsf. , --'47 d 4 6)A plate rating reduction of 20%has been applied for the green lumber members. `7?Q 4�51976 7)Refer to girder(s)for truss to truss connections. orsTEg . 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 250 lb uplift at joint 9 and 321 lb uplift at S`oZ�NALS Cs joint 16. 9)This truss has been designed for a moving concentrated load of 250.0Ib live and 17.0lb dead located at all mid panels and at all panel Continued along}age 2 Top Chord and Bottom Chord,nonconcurrent with any other live loads. February 18,2016 I _ ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MI1.7473 rev.10/03/2015 BEFORE USE. win. Design valid for use only with MTeke connectors.This design is based only upon parameters shown,and is for on individual building component,not a truss system.Before use,the building designer must verify the appicability of design parameters and properly incorporate this design into the overall I� building design.Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing MIT®k° is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/rPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Rate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Corona,CA 92880 9 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741076 61600175 C09 Common 2 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:36:17 2016 Page 2 ID:PkD_XJGOgL_6gjCg1 SXZKzsw5O-P2TgJAFE8LeXNpkpvNFMIWMBzEINdP7U1hHgHBzjuFC NOTES- 9)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. • • i ®WARNING-Verify design parameters and READ NOTES ON MIS AND INCLUDED MTTEK REFERENCE PAGE MII-7473 rev.10103/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual bulding component,not a truss system.Before use,the budding designer must verify the applicability of design parameters and property incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mole k" is always required for stability and to prevent collapse with possible personal injury and properly damage.For general guidance regarding the (V I R fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/1811 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety trdorma8on available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 7 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741076 61600175 C09 Common 2 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:36:17 2016 Page 1 ID:PkD_XJG0gL_6gjCg1SXZKzsw50-P2TgJAFE8LeXNpkpvNFMfWMBzEINdP7U1 hHgHBzjuFC I 7-9-15 I 15-3-7 I 21-9-12 I 28-4-1 I 35-9-9 I 39-10-12 I 43-7-8 I 7-9-15 7-5-8 6-6-5 6-6-5 7-5-8 4-1-3 3-8-12 Scale=1:74.4 5x6= 5.00 12 6 25 / 26 3x4% 24 <� 27 3x4 3x8% / \\ 28 23 3x6 4 / 8 9 22 oll 4x6 i j 3 /� \\ �\ 9x6 ,Jr. \ :'�\ 30 2x4 I I 2x4 20 21 --- // \ 3110 2 � Z 3 32 19 /� 11 VI 1� rrEll . 0.1 Gd 33 18 34 17 35 16 36 37 t5 38 39 14 40 13 41 12 42 3x6— 3x6= 3x4= 5x8 WB= 5x8 WB= 304= 3x6 = 3x8= 3x6= 22-0-00_2-N 0 10-1-4 o-6o 9-3-12 9-3-2 3o-/-0 3 8-7-412 40_011c1 2 5z Plate Offsets(X.Y)- [3:0-2-8.0-2-0],[9:0-2-0 0-1-121[18:0-2-12.0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.72 Vert(LL) -0.45 15-17 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 1.00 Vert(TL) -0.82 13-15 >550 180 TCDL 7.0 Rep Stress Incr YES WB 0.53 Horz(TL) 0.13 12 n/a rile BCLL 0.0 Code IBC2012/TP12007 (Matrix) BCDL 10.0 Weight:217 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-6-8 oc purlins. BOT CHORD 2x4 DF No.1&BV G • BOT CHORD Rigid ceiling directly applied or 1-4-12 oc bra -•• WEBS 2x4 DF Std G WEBS 1 Row at midpt 7-15,9-12, - li 8PROF OTHERS 2x4 DF No.1&Btr G MiTek recommends that Stabili - .•:,.•:, jy• a:••± be installed during truss erect.ri,Sp , `!• =•+. , Installation guide. „4 REACTIONS. (lb/size) 12=1905/0-5-8,18=1759/0-5-8 - 89 782 P E Max Horz 18=-177(LC 17) Max Uplift 12=435(LC 13),18=-410(LC 12) Max Gray 12=1908(LC 19),18=1781(LC 18) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. OREGON h TOP CHORD 1-19=506/490,2-19=-499/496,2-20=-492/464,20-21=-479/472,3-21=-477/491, /L Q� ,� 3-22=-25191560,4-22=-2427/561,4-23=-2353/572,5-23=-2327/573,5-24=-1837/521, "7� C1" Fy 15 2 k., 7-27=-1837/ w 7-28=19951/4 84,8-28=5-2017/482,8 29=-2091/472,9-29=27 292 2183/4770,9-30=-210/740, '"• PA UL Ck\ 30-31=-220/722,10-31=-222/721,10-32=-300/747,11-32=3051729 BOT CHORD 1-33=442/442,18-33=-442/442,18-34=-637/2267,17-34=-637/2267,17-35=-461/2160, 16-35=461/2160,16-36=-461/2160,36-37=-461/2160,15-37=-461/2160, EXPIRES: 12/31/2016 15-38=-307/1972,38-39=-307/1972,14-39=-307/1972,1440=307/1972, 13-40=307/1972,13-41=-297/1621,1241=-297/1621,12-42=675/309,1142=-675/309 WEBS 7-15=-665/315,7-13=-71/289,9-13=29/436,6-15=-203/1024,9-12=2380/681, 5-15=-872/358,5-17=4/437,3-18=2444/680,2-18=326/240,10-12=-323/185 NOTES- siA..UL, RI 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS v� (envelope)gable end zone and C-C Exterior(2)0-0-0 to 4-4-6,Interior(1)4-4-6 to 17-5-6,Exterior(2)17-5-6 to 21-9-12,Interior(1)26-2-2 601A84/4,- 7 to 39-3-2 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 (1111:". O 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. — 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. er 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will qr r fit between the bottom chord and any other members,with BCDL=10.0psf. vP 4, 51976.„0 k, 6)A plate rating reduction of 20%has been applied for the green lumber members. SISTER .e 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 435 lb uplift at joint 12 and 410 lb uplift at .,k,VONA��1yG joint 18. 8)This truss has been designed for a moving concentrated load of 250.0lb live and 17.01b dead located at all mid panels and at all panel intslon the Top Chord and Bottom Chord,nonconcurrent with any other live loads. February 18,2016 Col nuedaon Gage AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIF7473 nor.10/032015 BEFORE USE ll Design vatd for use only with MiTeke connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design.Bracing indicated is to prevent buckfirg of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and properly damage.For general guidance regarding the Ci fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Centeno,DSB-89 and BCSI Budding Component 250 Klug Circle Safety intonnadon available from Truss Plate Institute,218 N.lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 r Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741075 61600175 C08 Common 2 1 Job Reference(optional) Pro-Build Beaverton Truss,Beaverton,OR 97005 7.640 s Nov 10 2015 MiTek Industries,Inc.Thu Feb 18 13:20:18 2016 Page 1 ID:PkD_XJG0gL_6gjCg1 SXZKzsw5O-dQi?4vfANuFTMOXGW9mWrMLkgOo_O0n589bZpyzjsjh 2-2-12 7-9-15 5-7-3 i 15-3-7 7-5-8 21-9-12 6-6-5 i 284-1 6-6-5 i 35-9-9 7-58 41-4-12 5-7-3 l 43-7-8 l 2-2-122-2-12 Scale=1:75.6 5x6= 5.00 12 6 e 25 / 26 3x6 i 3x4 2j \\\_ 2\ 3x4 23 j \� 28 3x8 4 ------ 8 22/ / a, 29 4x6 / / 4x6 3/� / \\ 9 2x4 20 / \ \\3031 2x4 I I / \ 1 19/ / \ ���\11 Z _ rn !! .- Iv d 1 6 33 18 34 17 16 35 t5 36 14 13 37 �2 38 3x6= 3x6- 3x4 = 5x8 WB= 3x8= 5x8 WB= 3x4 = 3x6= 3x6= 2-2-12 43-7-8 2-0-0 12-6-0 21-9-12 31-1-8 41.4-12 417 1 2-0-5 II 10-34 I 9-3-12 l 9-3-12 10-3-4 0-)0 0-2-12 _ 2-0-0 Plate Offsets(X,Y)- 13:0-2-4,0-2-01.19:0-2-4,0-2-0j,112:0-2-12,0-1-81,(18:0-2-12,0-1-8f LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) 1/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.73 Vert(LL) -0.42 15-17 >999 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.97 Vert(TL) -0.80 15-17 >587 180 TCDL 7.0 Rep Stress Incr YES WB 0.55 Horz(TL) 0.15 12 n/a n/a BCLL 0.0* Code IBC2012/TPI2007 (Matrix) Weight:216 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No-1&Btr G - TOP CHORD Structural wood sheathing directly applied or 3-4-2 oc purtins. BOT CHORD 2x4 DF 2400F 2-0E*Except* BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. 14-16:2x4 DF No.1&Btr G WEBS 1 Row at midpt 7-15,9-12,5- { WEBS 2x4 DF Std G MiTek recommends that Stabilize rd. � OTHERS 2x4 DF No.1&Btr G be installed duringtruss erect, 4. ,:,S.' '` C O Installation guide. REACTIONS. (lb/size) 12=1832/0-5-8,18=1832/0-5-8 sL7 Max Horz 18=177(LC 12) 89782PE SI-- Max Upliftl2=-419(LC 13),18=-419(LC 12) Max Gray 12=1835(LC 19),18=1835(LC 18) FORCES. (Ib)-Max.Comp./Max.Ten.-Alt forces 250(Ib)or less except when shown. TOP CHORD 1-19=-520/478,2-19=-513/85,2-20=-507/451,20-21=494/460,3-21=4921478, 5T OREGON '', 3-22=-2629/606,4-22=-2536/607,4-23=-2463/618,5-23=-2437/620,5-24=-2005/575, 4/0 2Q ‘74' 24-25=1924/583,6-25=1905/591,6-26=1905/591,26-27=-1924/583,7-27=-2005/575, *Ij , '4 AY 1 ` �¢ 3031=-494/460,$031=507/451,180-32 2513/485,536/607,11-32=-520/478-29=-2629/606,030=492l478, It jA U� Res BOT CHORD 1-33=430/456,18-33=-430/456,18-34=-653/2361,17-34=-653/2361,16-17=-478/2271, 16-35=-478/2271,15-35=-478/2271,15-36=396/2271,14-36=396/2271, 13-14=396/2271,13-37=-477/2361,12-37=-477/2361,12-38=430/456,11-38=430/456 EXPIRES: 12/31/2016 WEBS 6-15=-243/1149,7-15=-866/354,7-13=0/430,9-12=-2552/724,10-12=-327/240, 5-15=-866/354,5-17=0/430,3-18=-2552/724,2-18=-327/240 NOTES- 1)Wind:ASCE 7-10;Vult=l40mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)0-0-0 to 4-4-6,Interior(1)4-4-6 to 17-5-6,Exterior(2)17-5-6 to 21-9-12,Interior(1)26-2-2 to 39-3-2 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate l.WAS grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 / iy�"�j> h: 0 3)Unbalanced snow loads have been considered for this design- ',/ �` •4 ri . 4)This truss has been designed for a 10-0 psf bottom chord live load nonconcurrent with any other live loads. i 5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will \I fit between the bottom chord and any other members. e, 6)A plate rating reduction of 20%has been applied for the green lumber members. ',0 $ig76 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 419 lb uplift at joint 12 and 419 lb uplift at (jam +{'407S QQ''` 8)This truss has been designed for a moving concentrated load of 250.01b live and 17.0Ib dead located at all mid panels and at all panel SSVONAL n�- points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 9)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. February 18,2016 LOAD.CASE{SI Standard ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.101032015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not > a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Milek` is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the �Y� [ R. fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIRP11 Quariy Criteria,058-89 and SCSI Budding Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply EPR Design-Memory Care K7741074 81600175 C07 California 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc.Thu Feb 18 12:36:15 2016 Page 2 ID:PkD_XjGOgL_6gjCg1SXZKzsw5O-TfM4uVE_cjOp8VaOnyDuZ5HuUQ8s9TeBallojCJzjuFE NOTES- 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)"This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10Apsf. 8)A plate rating reduction of 20%has been applied for the green lumber members. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 457 lb uplift at joint 28 and 448 lb uplift at joint 20. 10)This truss has been designed for a moving concentrated load of 250.01b live and 17.Olb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 11)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)251 lb down and 219 lb up at 20-0-0 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate increase=1.15 Uniform Loads(plf) Vert:1-6=-64,6-9=-64,8-11=-64,12-14=-64,14-19=-64,1-19=20 Concentrated Loads(Ib) Vert:38,----152 t I ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03120/5 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall 1111 building design.Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing NMI(' k' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,stooge,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 r Job Truss Truss Type Qty Ply EPR Design-Memory Care KI741074 B1600175 C07 California 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:36:14 2016 Page 1 ID:PkD_X_IGOgL_6gjCg1 SXZKzsw5O-_Toig9DMrQGyW M?EEFifltkjkOpdQOP1 Lj3AgszjuFF 21-9-12 23-10-9 1 2-2-12 1 66-12 11-3-12 1 163-10 19-4,35_515 19-0,113,-,;5 1 13 19 II 28-4,35_154 32-3-12 37-0.12 i 41-4-12 I 43-75 1 2-2-12 444 4-9-0 511-14 i-10.13 3-11-14 4-94 2-2-12 1-10-13 0-2-0 Scale=1:78.5 5.00 12 2x4 H 122x4H 6x8% 7 9 13 35 36 254 I 43 6x8,---- 4x8 4x8 2t I tOr 1-- \ 3x4 X45 4x8 3x4 i 5633 37 •.38 39 {) 40 41 42 - \ 15 16 32 5x12 MT18H% 31 / ��\4\ 5x12 MT18H 48 3 // 17 / 2x4 II 30. \ 49 2x4 II `a 2 / �18 1 29 / / 50 19 IZ.Mlli., Ii 51 28 52 27 53 26 25 54 55 24 56 57 23 22 58 21 59 20 60 3x6= 408= 3x4 = 5x12 MT18H= 3x10 = 3x4 = 3x4= 4x8 = 3x6 = 304= 5x12 MT18H= 2-2-12 43-75 I 2-0-0 II 9-0-0 I 15-3-10 I 21-9-12 28-3-14 3475 1 41-4-12 4174 1 2-0-0 6-94 6-3-9 6-6-2 6-6-2 6-3-9 6-9-4 0.�-t2 0-2-12 2-0-0 Plate Offsets(X.Y)- [6:0-4-0.0-1-12I.114:0-4-0.0-1-121,[20:0-3-9,0-2-0].[28:0-3-9,0-2-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/dell Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.53 Vert(LL) -0.30 24 >999 240 MT20 220/195 (Roof Snow 25-0) Lumber DOL 1.15 BC 0.68 Vert(TL) -0.54 24-25 >867 180 MT18H 220/195 TCDL 7.0 Rep Stress Ina- YES WB 0.66 Horz(TL) 0.23 20 n/a n/a BCLL 0.0* Code IBC2012/TP12007 (Matrix) Weight:255 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied or 2-8-11 oc puffins,except T3:2x6 DF 2250F 1.7E 2-0-0 oc puffins(4-6-1 max.):6-14. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 6-0-0 0 09.p R�F WEBS 2x4 DF Std G WEBS 1 Row at midpt 3-28,1 4• tj6' MiTek recommends that Stab' .. •. -, w. be installed during truss ere,I> u •.. .dance with S•.ili : - Installation guide. t'1~ 89782P -7 REACTIONS. (lb/size) 28=1935/0-5-8.20=1921/0-5-8 Max Horz 28=-161(LC 13) Max Uplift28=-457(LC 12),20=-448(LC 13) Max Grav28=2683(LC 30),20=2659(LC 30) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. 9 OREGON 0K. TOP CHORD 1-29=-277/575,2-29=-271/582,2-30=-276/544,3-30=-263/563,3-31=-4137/809, �-57 �&4RY 15 2 QT 34-35=322/893,6-35=3709/896,6-37=-4032/8154,8-37=4032/18154,8-38=-4032/0154, ›r /dA U V- RlN 38-39=-4032/1154,10-39=4032/1154,10-40=-4032/1154,40-41=4032/1154, 11-41=4032/1154,11-42=4032/1154,14-42=4032/1154,14-44=-37431889, 44-45=3767/886,45-46=-3805/883,15-46=3833/881,15-16=3892/878, EXPIRES: 12/31/2016 16-47=3963/810,4748=-3986/803,1748=4091/803,17-49=263/563,18-49=276/544, 18-50=270/582,19-50=277/576 BOT CHORD 1-51=-517/243,28-51=-517/243,28-52=-658/3533,27-52=-658/3533,27-53=631/3773, 26-53=-631/3773,25-26=-631/3773,25-54=614/3609,54-55=-614/3609, 24-55=-614/3609,24-56=-607/3555,56-57=607/3555,23-57=-607/3555, 22-23=625/3728,22-58=625/3728,21-58=625/3728,21-59=-579/3495, 20-59=579/3495,20-60=-517/243,19-60=-517/243 WEBS 2-28=-334/204,3-284-4047/847,3-27=42/284,4-27=-117/258,6-25=-55/386, llillii: WAS 6-24=-23!747,10-24=-767/425,14-24=-251/822,14-23=-52/388,16-23=257/164, • &�j.,>. 16-21=-111/259,17-21=43/279,17-20=4004/842,18-20=-334/204,7-8=293/147 / / h.0- NOTES- f . y 1)Wind:ASCE 7-10;VuIt=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)0-0-0 to 4-4-6,Interior(1)4-4-6 to 13-8-14,Exterior(2)13-8-14 to 29-10-10,Interior(1) p r---!or 29-10-10 to 39-3-2 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber ,t , 51976.�p DOL=1.60 plate grip DOL=1.60 ' ,t,�,f ` GjgTY- 2)TCLL:ASCE 7-10;Pf=25.0 3)Unbalanced snow loads have sf(flat been cons de ed for this designf snow);Category II; xp B;Fully Exp.:Ct=1 LsrZONALs�� 4)Provide adequate drainage to prevent water ponding. 5 ll olele rare MT2O plates unless otherwise indicated- February 18,2016 MI ,. a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE ANI-7473 rev.10/03/2815 BEFORE USE. Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and is for an individual building component,not * a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and properly damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/rP11 Quality Criteria,DSB-89 and SCSI Bonding Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741073 8/600175 C06 California 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:36:10 2016 Page 2 ID:PkD_X_IGOgL_6gjCg1 SXZKzsw5O-6hYBmAroBlX2kiTZPdjt1 azkPRV UBPSQ55yX5zjuFJ NOTES- 7)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 8)A plate rating reduction of 20%has been applied for the green lumber members. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 514 lb uplift at joint 22 and 491 lb uplift at joint 14. 10)This truss has been designed for a moving concentrated load of 250.OIb live and 17.OIb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 11)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)425 lb down and 297 lb up at 18-0-0 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-5=-64,5-6=-64,5-8=-64,8-9=-64,8-13=-64,1-13=-20 Concentrated Loads(Ib) Vert:31=-326 • • • t d ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M/LT4T3 rev.10N312015 BEFORE USE. Design valid for use only with MiTekr connectors.This design is based only upon parameters shown,and is for an individual budding component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing fhA" k" is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the ,=j r� fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/tPii Quality Cr feria,DSB-99 and SCSI Building Component 250 Mug Circle Safety Information available horn True Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741073 81600175 CO6 California 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:36:10 2016 Page 1 ID:PkD_XjGogL_6gjCgt SXZKzsw50-6hYBmAroBlX2kiT?Pdjtt azkPRV UBPSQ55yX5zjuFJ 2-2-12 6-6-12 11-3-12 15318 17-10-15 21-9.12 25-8-9 2&314 32-3-112 37-412 41-4-12 43-7-82 1 2-2-12 1 4-4-0 4-9-0 311-14 2-7-5 31413 i 310.13 12-7-5 311-14 4-9-8 4-4-8 12-2-12 i Scale=1:77.1 8x8 \\ 29 6 2x4 II 9 38 8x8// 5.0012 5 / 7 3x4% 28 j' $ 39 3x4 4�j 30 3132 33 34 35 36 37 10 40 /0 Szt2 R41-18H% 5x12 MT18H 26 41 / 42 3 25 / \ 11 2x4 24 i' \ 43 2x4 i m 23 / 44113 2 , -----;,0°..- 23 • `� p 12 g1 U "' �Z D r.� r.. [7. Id 45 22 46 21 47 20 19 48 49 t8 50 51 17 16 52 15 53 14 54 3x6= 5x8 = 3x4= 5x12 MT18H= 4x8= 3x4 = 304 = 5x8= 3x6 = 3x4= 5x12 MT18H= 2-2-12 43-74 1 2-" I I 9-0-0 1 153-10 I 21-9-12 I 28-3-13 I 34-74 I 41-4-12. ---- 41 8 1 z-ao 6-9-4 6-3-9 6-6-2 6-6-2 6-3-9 6-9-4o-2-tiz 42-12 2-0-0 Plate Offsets(X,Y)- [3:0-5-12,0-2-81[11:0-5-12,0-2-8],[14:0-3-9,0-2-12],[22:0-3-9,0-2-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (toc) I/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.79 Vert(LL) -0.33 18 >999 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.70 Vert(TL) -0.59 18-19 >799 180 MT18H 220/195 TCDL 7.0 Rep Stress lncr YES WB 0.72 Horz(TL) 0.25 14 n/a n/a BCLL 0.0* Code IBC2012/TP12007 BCDL 10.0 (Matrix) Weight:245 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G`Except* TOP CHORD Structural wood sheathing directly applied or 2-7-0 oc purlins,except T2:2x6 DF 2250F 1.7E 2-0-0 oc purlins(3-9-1 max.):5-8. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 5-6-9 o . . . P Ili d F WEBS 2x4 DF Std G WEBS 1 Row at midpt 3-22,5- �.- • F-6' MiTek recommends that Stab r. �. F4/ be installed during truss er-'1> t r •. .dance with S.n6 ,. Installation guide. cc' 89782PE 't' REACTIONS. (lb/size) 22=2185/0-5-8,14=2121/0-5-8 Max Horz 22=-145(LC 13) Max Up1ift22=514(LC 8),14=-491(LC 9) Max Gray 22=3008(LC 30),14=2923(LC 30) 4., FORCES. (ib)-Max.Comp./Max.Ten.-All forces 250(ib)or less except when shown. 9 OREGON p'* TOP CHORD 1-23=-282/570,2-23=-276/577,2-24=-298/538,3-24=-269/556,3-25=-4602/1537, -f , xl fj,t�' s.c 25-26=-4582/1545,4-26=-4500/1551,4-27=-4477/1762,27-28=-4460/1767, / ir RY �/ 5-28=-4330/1773,5-30=-4395/2047,30-31=-4395/2047,31-32=-4395/2047, PAUL R" 32-33=-4395/2047,7-33=-4395/2047,7-34395/2047,34-35=-4395/2047, 35-36=4395/2047,36-37=-4395/2047,8-37=-4395/2047,8-39=4142/1724, 39-40=-4271/1718,10-40=4288/1713,10-41=-4337/1509,41-42=-4419/1503, EXPIRES: 12/31/2016 11-42=-4439/1495,11-43=-268/558,12-43=-290/539,12-44=-275/578,13-44=281/572 BOT CHORD 1-45=-512/249,22-45=-512/249,22-46=-1186/3920,21-46=-1186/3920, 21-47=-1344/4230,20-47=-1344/4230,19-20=-1344/4230,19-48=-1478/4121, 48-49=-1478/4121,18-49=1478/4121,18-50=-1432/3944,50-51=-1432/3944, 17-51=-1432/3944,16-17=1302/4069,16-52=-1302/4069,15-52=-1302/4069, 15-53=-1152/3789,14-53=-1152/3789,14-54=-513/247,13-54=-513/247 WEBS 2-22=-444/209,3-22=-4439/1531,3-21=-109/415,5-19=-46/376,5-18=179/785, 7-18=-995/353,8-18=-258/940,8-17=-43/378,11-15=-101/401,11-14=4292/1493, eN0112-14=-440/208 �NOTES- • 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)0-0-0 to 4-4-6,Interior(1)4-4-6 to 11-8-14,Exterior(2)11-8-14 to 31-10-10,Interior(1) r 31-10-10 to 39-3-2 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber ,A Lk- DOL=1.60 plate grip DOL=1.60 a+ ,,�51976. Az,' , 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 bISTSR 3)Unbalanced snow loads have been considered for this designs 6 4)Provide adequate drainage to prevent water ponding. `S'IONAL'e' B) All plates are MT220 plates unless otherwise indicated. B)TcOnis truss on pagbe 2 n designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. February 18,2016 t I AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED WEB REFERENCE PAGE AM7473 rev.10433/2015 BEFORE USE. Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and is for an individual bung component,note a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overs& building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and properly damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP11 Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Informa8on available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741072 B1600175 C05 California 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:36:07 2016 Page 2 ID:PkD_XJGOgL_6gjCg1 SXZKzswSO-i6t2Cm8zVGNyAHzuJH40FPyXgCNrHp5?k7slwmzjuFM NOTES- 7)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10,0psf. 8)A plate rating reduction of 20%has been applied for the green lumber members. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 919 lb uplift at joint 20 and 877 lb uplift at joint 12. 10)This truss has been designed for a moving concentrated load of 250.Olb live and 17.Olb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 11)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)347 lb down and 274 lb up at 15-11-10,450 lb down and 266 lb up at 18-0-12,414 lb down and 272 lb up at 20-0-12,478 lb down and 310 lb up at 21-9-12,and 414 lb down and 272 lb up at 23-6-12,and 450 lb down and 266 lb up at 25-6-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-5=-64,5-7=-64,7-11=-64,1-11=-20 Concentrated Loads(lb) Vert:6=-408 27=248 28=-380 30=-344 31=-344 33=380 • ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE Mil-T473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and is for on individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mitek` is always requced for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/T%1 QuaBly Ct.-Ia,DSB-89 and BCSI Bolding Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741072 B1600175 C05 California 1 1 Job Reference(optional] >F Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:36:06 2016 Page 1 ID:PkD_XJGOgL_6gjCg1 SXZKzsw5O-DwJg?Q7KkyF5Z7OimZZniBPM4o1 cYMrsVT710KzjuFN 2-2-12 6-6-12 11-3-12 15-3-10 15-1t0-Q5 21-9-12 27-8-9 3-1t4 32-3-12 37-0-12 41-4-12 43-7-8 1 2-2-12 j 4-4-0 1 4-9-0 I 3-11-14 0r7-S 5-10-13 I 570-13 67-5 3-11-14 I 4-9-0 I 4-0-0 1 2-2-12 Scale=1:77.1 5012 MT18H 5x12 MT18H C 5x8= 5.00 12 5 7 „� 28 ,_,29 ,.6 v 31 ,,�32 7 3x4 0- 26 i� 5• �! \_ 34 304 25 4 \\ 8 5012 MT18H% 24 1-,,...„,,,,,..,____,7 35 5x12 MT18H \ 36 23 3 / 9 vm 2x4 III' 37 2x4 II `o 11 cv 2 22/ �J \ \38 10 \ 39 �T '. . ��L - - - .- - ICS :11 0 40 20 41 19 42 18 `17 43 44 16 45 46 15 14 47 13 48 t2 49 3x4= 5x12 MT18H= 2x4 II 3x10 = 3x4 5010 = 3x6 = 3x6= 5x10= 3x10 = 5x12 MT18H= 2-2-12 43-7-8 1 2-0-0 11 9-0-0 153-10 I 21-9-12 28-3-14 I 34-7-8 1 41-4-12 417rE 1 2-0-0 6-9-4 639 6-6-2 6-6-2 6-3-9 6-9-4 0.�52 0-2-12 2-0-0 Plate Offsets(X Y)- ]3:0-5-4 0-2-4].16:0-4-0 0-3-4],]9:0-5-4 0-2-4],(120-3-9.0-2-12].[15:0-3-11,0-1-8] [17:0-2-12-0-1-8] 120:0-3-9.0-2-12] LOADING(psf) SPACING- 2-0-0 CSL DEFL in (loc) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.57 Vert(LL) -0.48 16 >978 240 MT20 220/195 (Roof Snow 25,0) Lumber DOL 1.15 BC 0.89 Vert(TL) -0.78 16-17 >605 180 MT18H 220/195 TCDL 7.0 Rep Stress Incr YES WB 0.89 Horz(TL) 0.33 12 n/a ri/a BCLL 0.0 * Code IBC2012/TPI2007 (Matrix) Weight:239 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied or 2-4-0 oc purlins,except T2:2x6 DF 2250F 1.7E 2-0-0 oc purlins(3-6-2 max.):5-7. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 5-0-10.• -r gp R QF WEBS 2x4 DF Std G WEBS 1 Row at midpt 3-20,6- 4CZ.,'- 4.6' MiTek recommends that Stab •. ...,•:. -_ P4.142 be installed during truss er- e,,„, ....dance with S..ili ; -0.- Installation .-Installation guide. 89782P yl REACTIONS. (lb/size) 20=2922/0-5-8,12=2848/0-5-8 Max Horz 20=-122(LC 13) Max Uplift20=-919(LC 12),12-877(LC 13) Max Gray 20=3669(LC 30),12=3566(LC 30) 40 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. A 9 j O0 . REGON Q'� Q TOP CHORD 1-21=-293/560,2-21=-286/566,2-22=-296/525,22-23=-285/532,3-23=-281/543, "Tie?,53 RY - �' �j 3-24=-5637/1588,24-25=-5535/1588,4-25=-5519/1596,4-26=-5682/1768, '4/1. 5-26=-5581/1773,5-27=-5194/1678,27-28=-5194/1678,28-29=-5194/1678, / 4 UV- �� 29-30=-5194/1678,6-30=-5194/1678,6-31=-4972/1624,31-32=-4972/1624, 32-33=-4972/1624,7-33=-4972/1624,7-34=-5350/1716,8-34=5450/1712, 8-35=5319/1547,35-36=-5335/1540,9-36=-5438/1539,9-37=-280/545,37-38=-283/533, EXPIRES: 12/31/2016 10-38=294/526,10-39=-285/567,11-39=291/561 DOT CHORD 1-40=-501/260,20-40=-501/260,20-41=-1331/4727,19-41=1331/4727, 19-42=-1464/5285,18-42=-1464/5285,17-18=-1464/5285,17-43=-1781/6158, 43-44=-1781/6158,16-44=-1781/6158,16-45=-1781/6158,45-46=-1781/6158, 15-46=-1781/6158,14-15=1362/5087,14-47=1362/5087,1347=-1362/5087, 13-48=1169/4567,12-48=-1169/4567,12-49=502/258,11-49=-502/258 ppUL Rif, WEBS 2-20=-537/225,3-20=-5453/1544,3-19=-162/673,4-19=-442/283,4-17=-453/319, 5-17=-315/1162,6-17=-1565/591,6-16=0/392,6 15-18741117,7-15=-37311398, . 8-15=-445/290,8-13=-411/260,9-13=-142/637,9-12=-5273/1500,10-12=532/224 �w0 W p,,� '7 ,,T, -:',4,0" O NOTES- `1;:' '' 1)Wind:ASCE 7-10;Vult=l4Omph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS a (envelope)gable end zone and C-C Exterior(2)0-0-0 to 4-4-6,Interior(1)4-4-6 to 9-3-6,Exterior(2)9-3-6 to 34-4-2,Interior(1)34-4-2 to .` r 39-3-2 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 it, +P 51976 9 w 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 C4 �0FS101' - 3)Unbalanced snow loads have been considered for this design. ' Cs 4)Provide adequate drainage to prevent water ponding. S�ONAL�� 5)All plates are MT20 plates unless otherwise indicated_ B)This truss on hasapage designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. i February 18,2016 1 1 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE ANI-7473 rev.10/03/2015 BEFORE USE. mit Design valid tor use only with MiTek a connectors.This design n based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the .*3r fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP11 Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741071 B1600175 C04 California 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:36:03 2016 Page 2 ID:PkD_XjGOgL_6gjCg1 SXZKzsw5O-pLdYNO5SR1tWift74R?44ZnnMbOJL t MQpWu4n?zjuFQ NOTES- 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8)A plate rating reduction of 20%has been applied for the green lumber members. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 446 lb uplift at joint 27 and 428 lb uplift at joint 19. 10)This truss has been designed for a moving concentrated load of 250.OIb live and 17.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 11)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)226 lb down and 228 lb up at 14-0-0 on top chord. The designtselection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-4=-64,4-7=64,6-12=-64,13-15=-64,15-18=-64,1-18=20 Concentrated Loads(Ib) Vert:34=-127 1 t AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-74T3 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for on individual budding component,not � R a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiT®ke is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,PSB-89 and BCSI Building Component 250 Mug Circle Safely Information available tram Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 .„ Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741071 81600175 CO4 California 1 1 Job Reference(optional) 0 Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc.Thu Feb 18 12:36:03 2016 Page 1 ID:PkD_X_IGOgL_6gjCg 1 SXZKzsw50-pLdYNO5SR1 tW iiffl4R?44ZnnMbOJ L 1 MQpWu4n?zju FQ 156-11 29-10-9 2-2-12 5-9-3 1 9-3-10 I 73$15 13-1 15 21-9-12 28-0-13 12989 11 34514 I 37-10.5 414-12 I 43-7-8 2-2-12 387 36-7 4-5-5 0--0 6-3-1 6-3-1 1-7-72 435 337 36-7 2-2-12 1-7-12 0-2-0 Scale=1:78.5 2x4 II 2x4 11 5.00 12 5 7 t3 14 5x6 32 4x6= 458= 458= 456 = _ 1 X47 556'----- 4 4 4 8 9 11 1 � i5 358 i 31 . ^ �. .z. [l 48 3x8 303 33 5 36 37 q• f 0 41'ftl? 4 ,.-45 46 16 49 2x4 I 2x4 j29j: .. n T1751152 52 27 53 26 54 25 24 55 23 56 21 57 20 58 t9 59 223x6= 358= 3x10 = 5x12 MT18H= 254 I I 3x4 = 3x10= 3x8= 3x6 3x4= 5x12 MT18H= 2-2-12 43-7-8 1 2-0-0 11 9-3-10 I 15-6-11 21-9-12 ( 28-0-1334-3-14 i 41-4-12 41117�l-"8� 1 200 7-0-14 6-3-2 6-3-1 6-3-1 6-3-2 7-0-14 0.T12 0.2-12 2-0-0 Plate Offsets X Y 3:0-3-8 0-1-8 16:0-3-8 0-1-8 19:0-3-4 0-1-8 20:0-3-11 0-1-8 26:0-2-12 0-1-8 27:0-3-4 0-1-8 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 IC 0.80 Vert(LL) -0.41 23 >999 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.80 Vert(TL) -0.84 23-24 >558 180 MT18H 220/195 TCDL 7.0 Rep Stress Incl YES WB 0.74 Horz(TL) 0.26 19 n/a n/a BCLL 0.0* Code IBC2012/TP12007 (Matrix) Weight:245 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G*Except' TOP CHORD Structural wood sheathing directly applied or 3-5-10 oc purlins,except T2,T3:2x6 DF No.2 2-0-0 oc purlins(3-3-4 max.):4-15. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 5-10-0•- . .ii gPR I, fr. Q�F WEBS 2x4 DF Std G`Except* WEBS 1 Row at midpt 3-27,8- . . l • • W5:2x4 DF No.1&Btr G MiTek recommends that Stab'•(9-r• •• -. '•-= �• be installed during truss ere,(amu • .dance with S..ili Installation guide- tt• 89782PE -7 REACTIONS. (lb/size) 27=1942/0-5-8,19=1891/0-5-8 Max Horz 27=-113(LC 13) Max Uplift27=446(LC 8),19=-428(LC 9) Max Gray 27=2418(LC 30),19=2324(LC 30) 1741, OREGON FORCES. (Ib)-Max-Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 2y /jj O� Q TOP CHORD 1-28=-284/582,2-28=-2781589,2-29=-282/550,29-30=-270/557,3-30=269/567, 11 -qAy 15 2 Q` 3-31=-3368/957,4-31=-3239/964,4-33=-3087/1046,6-33=-3087/1046,6-34=-3087/1046, RjTr ,v s4 8-35=-3087/1046,8-36=-4606/1563,36-37=-4606/1563, pA U t R" 37-38=-4606/1563,38-39=4606/1563,9-39=4606/1563,9-40=4612/1515, 40-41=-4612/1515,41-42=-4612/1515,42-43=-4612/1515,10-43=4612/1515, 10-11=4612/1515,11-44=-2908/1012,44-45=-2908/1012,12-45=-2908/1012, EXPIRES: 12/31/2016 12-46=-2908/1012,15-46=-2908/1012,15-48=-3050/928,16-48=-3178/921, 16-49=-268/569,49-50=-269/559,17-50=2801552,17-51=-277/590,18-51=283/584 BOT CHORD 1-52=-524/248,27-52=-524/248,27-53=-626/2610,26-53=-626/2610,26-54=-1279/4606, 25-54=-1279/4606,24-25=-1279/4606,24-55=-134015305,23-55=-1340/5305, 23-56=-1340/5305,22-56=1340/5305,21-22=-1231/4612,21-57=-1231/4612, 20-57=-1231/4612,20-58=-601/2477,19-58=-601/2477,19-59=-525/247,18-59=-525/247jJ WEBS 2-27=454/204,3-27=-3187/929,3-26=-171/716,4-26=-130/860,8-26=2185/605, • PAI j>fL� 8-24=-55/550,9-24=-819/243,9-23=0/390,9-22=-812/174,11-22=-18/547, 0-f WA/k t, 11-20=-2187/588,15-20=-127/861,16-20=-161/717,16-19=3034/901,17-19=448/203, 4 , J. 9.,),5-6=-288/144 -`� f 01- . NOTES- - '. 1)Wind:ASCE 7-10;Vutt=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)0-0-0 to 4-4-6,Interior(1)4-4-6 to 7-8-14,Exterior(2)7-8-14 to 13-10-15,Interior(1) p �'+r 19-9-3 to 23-10-5,Exterior(2)29-8-9 to 43-7-8 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for te ,p,51976 9 Cy 3)reactions ;Lumber 0 plate grip DOL=1.60 TCLL: UnbalancedASCE snow loads h0 psave f(flat roof snn ow); red Categoryfor th dII;Exp B;Fully Exp.;Ct=1 ��sLn. �ONAL�(1 4)Providettadequate drainage to prevent water ponding. 45Al , ) nped on repagMT20 plates unless otherwise indicated. February 18,2016 2 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED WEB REFERENCE PAGE AIR-7473 my.10/0312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for on individual building component,not , o truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overatt building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is olwa s required for stability and to prevent collapse with possible Personal injury andproperty damage.For general guidance regarding the fabrication. storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,0511-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741070 81600175 CO3 California 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:35:59 2016 Page 2 ID:PkD_XJGOgL_6gjCglSXZKzsw50-xaO1X12xNpN5D2MLrbx8wjd6zze7PDSquuwteEzjuFU NOTES- 7)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8)A plate rating reduction of 20%has been applied for the green lumber members. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 527 lb uplift at joint 23 and 520 lb uplift at joint 15. 10)This truss has been designed for a moving concentrated load of 250.OIb live and 17.Olb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 11)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)122 lb down and 195 lb up at 12-0-0 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-4=-64,4-5=-64,4-10=-64,10-11=-64,10-14=-64,1-14=20 Concentrated Loads(lb) Vert:28=-19 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.11/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.Th¢design is based only upon parameters shown,and is for an individual building component,not �Q a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent bucking of individual huss web and/or chord members only.Additional temporary and permanent bracing �11�■ k T " is always required for stability and to prevent collapse with possible personal injury and properly domage.for general guidance regarding the IC fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/1911 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 r Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741070 B1600175 CO3 California 1 1 Job Reference(optional) ,F Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:35:59 2016 Page 1 ID:PkD_XJGOgL_6gjCg1SXZKzsw50-xa01X 12xNpN5D2MLrbx8wjd6zze7PDSquuwteEzjuFU 2-2-12 5-9-3 9-3-10 11-10.f5 15-611 21-9-12 28-0-13 31-8-9 34-3-14 37-10-5 41-4-12 43-7-8 2-2-12 I 3-6-7 3-67 I 2-7-5 I 3-7-12 I 6-3-1 6-3-1 3-7-12 12-7-5 3-0-7 3-6-7 1 2-2-12 Scale=1:78.5 5.00 5x8 12 5 4x6= 4x8= 4x8= 4x6 = 11 5x8 4 28 29 30 6 31 32 7 833 9 34 35 10 3x10% 27 E7 \\ 37 3x10 326 \ 12 2x4 II 25 �� •� 2x4 II lil 1 24 / � ����14 � IIO r , 0 r- Lit I v �. o 41 23 42 22 43 21 20 44 49 45 18 17 46 16 47 15 48 5x6 = 4x8= 204 II 304 = 4x8 = 3x6= 5312 MT18H= 5x6- 3x6 - 3x4= 5x12 MT18H= 2-2-12 43-7-8 I 2-0-0 II 9-3-10 I 156-11 I 21-9-12 I 284}13 34-3-14 41-4-12 4171-r8� 1 2-0-0 7-0-14 6-3-2 6-3-1 6-3-1 6-3-2 7-0-14 0-)-52 0-2-12 2-0-0 Plate Offsets(X,Y)- 115:0-3-0.0-2-12j,[16:0-2-8,0-2-01,122:0-1-15,0-2-01.123:0-3-0,0-2-12] LOADING(psf) SPACING- 2-0-0 CSI. DEFL- in (loc) I/defl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.76 Vert(LL) -0.52 19 >905 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.88 Vert(TL) -0.96 18-19 >489 180 MT18H 220/195 TCDL 7-0 Rep Stress lncr YES WB 0.74 Horz(TL) 0.30 15 n/a n/a BCLL 0.0* Code IBC2012/TP12007 (Matrix) Weight:235 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No-1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied or 3-2-3 oc purtins,except T2,T3:2x6 DF No.2 2-0-0 oc purlins(2-11-12 max.):4-10. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 4-11-1 - ill WEBS 2x4 DF Std G*Except* WEBS 1 Row at midpt 3-23,6 •- R aFF , W5:2x4 DF No.1&Btr G MiTek recommends that Stab '- '....4,T,tl ` ,tr.....:;:. '0 be installed during truss ere,el . .dance with S..ili . Ii Installation guide_ t.- _ _ REACTIONS. (lb/size) 23=2004/0-5-8,15=1994/0-5-8 • • ila Max Horz 23=97(LC 88) Max Uplift23=-527(LC 8),15=-520(LC 9) Max Gray 23=2455(LC 30),15=2392(LC 30) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown, -9 OREGON TOP CHORD 1-24=-287/580,2-24=-280/586,2-25=-286/547,25-26=-274/556,3-26=-272/564, -17,9, �iCf Cj,rt' Q`, 3-27=-3677/1578,4-27=-3647/1583,4-28=-3410/1766,28-29=-3410/1766, R� �� 29-30=-3410/1766,6-30=-3410/1766,6-31=5482/2121,31-32=-5482/2121, I'A U1.- '. 7-32=-5482/2121,7-33=-5589/2111,8-33=-5589/2111,8-9=-5589/2111,9-34=-3517/1755, 34-35=3517/1755,35-36=-3517/1755,10-36=3517/1755,10-37=3761/1572, 12-37=-3791/1566,12-38=-271/565,38-39=273/558,13-39=-284/548,13-40=-279/587, EXPIRES: 12131/2416 14-40=285/581 BOT CHORD 1-41=-521/251,23-41=-521/251,23-42=-984/2691,22-42=984/2691,22-43=-1754/5482, 21-43=-1754/5482,20-21=-1754/5482,20-44=-1824/6176,19-44=-1824/6176, 19-45=-1824/6176,18-45=1824/6176,17-18=1743/5589,17-46=-1743/5589, 16-46=-1743/5589,16-47=976/2773,15-47=-976/2773,15-48=-523/250,14-48=-523/250 WEBS 2-23=471/277,3-23=-3224/1300,3-22=496/914,4-22=-94/871,6-22=2426/510, PAUL ]p,� 6-20=-51/548,7-20=-813/235,7-19=0/390,7-18=-687/160,9-18=12/482, "1 V� 9-16=-2426/510,10-16=96/853,12-16=493!945,12-15=3227/1290,13-15=468/277 :0 WAS 1l 1 NOTES- t"- �1 �' F O • 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf,h=25ft Cat.II;Exp B;enclosed;MWFRS``� '. • (envelope)gable end zone and C-C Exterior(2)0-0-0 to 44-6,Interior(1)4-4-6 to 5-8-14,Exterior(2)5-8-14 to 11-10-15,Interior(1) '-. 15-6-11 to 28-0-1,Exterior(2)31-8-9 to 43-7-8 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 r0 'f , a, 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 ''P , 51976, ki 3)Unbalanced snow loads have been considered for this design. C "'GIs'r .N' 4)Provide adequate drainage to prevent water ponding. tj' Ci 5)All plates are MT2O plates unless otherwise indicated- sIONAL'e� 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Continued on page 2 February 18,2016 AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE M11-7473 rev.101032015 BEFORE USE. 1* Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and is for on individual budding component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.tracing indicated is to prevent buckling of individual buss web and/or chord members only.Additional temporary and permanent bracing MMT@k` is always required for stability and to prevent collapse with possible personal injury and properly damage.For general guidance regarding the Mole R. fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/9Plt Quality CrItedo,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Rate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Pty EPR Design-Memory Care K1741069 B1600175 CO2 California 1 1 Job Reference o.tional Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc.Thu Feb 18 12:35:55 2016 Page 2 ID:PkD_XjGOgL_6gjCg1 SXZKzsw5O-2p8Whf_RKasikR2adsCmtSO7MGZTNjEzGyfVTzjuFY NOTES- 7)"This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8)A plate rating reduction of 20%has been applied for the green lumber members. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 905 lb uplift at joint 21 and 829 lb uplift at joint 13. 10)This truss has been designed for a moving concentrated load of 250.OIb live and 17.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrenf with any other live loads. 11)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)119 lb down and 180 lb up at 9-11-10,116 lb down and 134 lb up at 12-0-12,211 lb down and 181 lb up at 14-0-12,288 lb down and 225 lb up at 16-0-12,225 lb down and 219 lb up at 18-0-12,222 lb down and 230 lb up at 20-0-12,204 lb down and 230 lb up at 21-9-12,222 lb down and 230 lb up at 23-6-12,and 225 lb down and 219 lb up at 25-6-12,and 288 lb down and 225 lb up at 27-6-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-4=-64,4-9=-64,9-12=-64,1-12=-20 Concentrated Loads(lb) Vert:7=-156 6=-135 25=7 26=51 28=-142 30=-219 31=156 33=-153 34=153 36=-219 AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MitekSc connectors.This design is based only upon parameters shown,and is for on individual building component,not a buss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing MT k" is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPU Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741069 81600175 CO2 California 1 1 ,Job Reference(optional) F Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:35:55 2016 Page 1 ID:PkD_XJG0gL_6gjCg1 SXZKzsw5O-2p8Whf RKasfkR2adsCmtSO7MGZTNjEzGyIVTzjuFY 2-2-12 59-3 9310 9-7,p 15-8-11 21-9-12 28-0-13 33-8-9 340g-14 37-10-5 41-4-12 437-8 1 2-2-12 1 36-7 36-7 0-7-5 5-7-12 1 6-3t 1 6-3-1 1 57-12 0-�7-5 3-6-7 3-6-7 12-2-12 Scale=1:78.5 7x14 MT18H= 7x14 MTIBH= 500 1 4x6= 2x4 II 5x8- 4x6 - 4x12 i 4 5 so 26 ,Z728 2%. 30 so 313&, 33 rn 6 34 _�X35„ 8,. 37�38 s 24 \ 4x12 3 '- 0 \� 2x4 I I 23......4,x132: 3 -. \ \� 40 2x4 11 i \ t1 v 1 22 \ \`Y 41 12 n :.a�r/' -•• �� z'''''''-'''''.''''''' ''' ' tier, ..1 El . I 42 21 43 20 44 19 18 45 17 46 16 15 47 14 48 13 49 5x8= 3x6= 4x8= - 3x6= 3x6= 5012 MT18H= 4x8- 5x8 = 3x6= 4x8 = 5x12 MT18H- 2-2-12 437-8 1 2-0-0 11 9-3-10 15-6-11 21-9-12 28-0-13 34-3-14 I 41-4-12 41j7rr8 1 2-0-0 7-0-14 6-3-2 6-3-1 6-3-1 6-3-2 7-0-14 0.TY2 0-2-12 - 2-0-0 Plate Offsets(X,Y)- [4:0-10-4,0-2-4].[9:0-10-4,0-2-41[13:0-3-9.0-2-12].[16:0-2-12.0-1-121[17:0-4-0,0-1-8],[18:0-2-12.0-1-12],[21:0-3-9,0-2-12] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 IC 0.88 Vert(LL) -0.55 17 >851 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.92 Vert(TL) -1.03 17-18 >457 180 MT18H 220/195 TCDL 7.0 Rep Stress!nor YES WB 0.85 Horz(TL) 0.29 13 n/a n/a BCLL 0.0* Code IBC2012/TP12007 (Matrix) BCDL 10.0 Weight:229 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G*Except` TOP CHORD Structural wood sheathing directly applied or 2-9-3 oc purlins,except 12,13:2x6 DF No.2 2-0-0 oc purlins(2-2-0 max.):4-9. BOT CHORD 2x4 OF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 2-2-0 0 4e_P�QF WEBS 2x4 DF Std G*Except* WEBS 1 Row at midpt 3-21,1 `� k- W5:2x4 DF No.1&Btr G MiTek recommends that Stab"�,- ' ..r'�74'r` „-- �.i ,1 be installed during truss er-rµm/l r .c .dance with S..dl �j Installation guide. `C/ -St . n q REACTIONS. (lb/size) 21=2560/0-5-8,13=2482/0-5-8 ` ' Ida Max Horz 21=74(LC 12) Max Uplift21=905(LC 12),13=829(LC 9) Max Gray 21=2992(LC 30),13=2794(LC 30) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. 'jam, -vij'QR EGON O��'- TOP CHORD 1-22=-294/573,2-22=-288/579,2-23=-293/539,3-23=-280/556,3-24=-4483/1630, -V Uiq RY A¶,.�' Q� 4-24=-4404/1634,4-25=-6483/2604, 3/2604, 483/2604, ir 27-28=-6483/2604, 8-29=6483/2604,5-29 4=-6483/2604,5-30=-7175/29 9, PA UL C\ 30-31=717512989,31-32=7175/2989,32-33=7175/2989,6-33=7175/2989, 6-34=-7175/2989,34-35=-7175/2989,7-35=-7175/2989,7-36=-7175/2989, 8-36=-7175/2989,8-37=6322/2534,37-38=6322/2534,9-38=6322/2534, EXPIRES: 12/31/2016 9-39=-4099/1583,10-39=-4114/1579,10-40=-277/560,11-40=290/542,11-41=285/582, 12-41=-292/575 BOT CHORD 1-42=-514/259,21-42=-514/259,21-43=-1195/3462,20-43=-1195/3462, 20-44=-1404/4140,19-44=1404/4140,18-19=-1404/4140,18-45=-2415/6483, 17-45=-2415/6483,17-46=2346/6322,16-46=-2346!6322,15-16=-1331/3860, 15-47=-1331/3860,14-47=-1331/3860,14-48=-1116/3177,13-48=-1116/3177, PAUL RI 13-49=517/256,12-49=517/256 V� WEBS 2-21=4481208,3-21=-4193/1546,3-20=-333/952,4 20=-014!328,4-18-1222!2999, eei 4 d WASN>, i.5-18=-1463/716,5-17=-451/1018,6-17=-971/651,8-17=-766/1374,8-16=14111703, ti� - G.',?, 9-16=1196/2901,9-14=-438/261,10-14=-279/993,10-13=-3864/1504,11-13=-439/207 FR .1 , .140 O • • NOTES- 4'/ ;, 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS -, r, (envelope)gable end zone and C-C Exterior(2)0-0-0 to 15-6-11,Interior(1)15-6-11 to 28-0-1,Exterior(2)28-0-1 to 34-2-2 zone; 1r cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=160 plate grip DOL=1.60 lit‘ p'S 197f>� k� 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 rf DIST ER 3)Unbalanced snow loads have been considered for this design. sS1ONAL��6 4)Provide adequate drainage to prevent water ponding. 5)All plates are MTT20 plates unless otherwise indicated. Cg)Thus tr ss has e Zen designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. February 18,2016 o 0•0s ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED WEB REFERENCE PAGE MIt-7473 rev.10.13/2045 BEFORE USE. Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and is for on individual budding component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiT®kW is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/fP11 Qualify Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741068 81600175 COI California Girder 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:35:51 2016 Page 2 ID:PkD_XJGOgL_6gjCgt SXZKzsw50-At v?sHxwGLMDGplpNwoGb1 Hg81xTXZ8f2e_SMizjuFc NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-7-0 oc. Webs connected as follows:2x4-1 row at 0-7-0 oc,Except member 20-2 2x4-1 row at 0-9-0 oc,member 20-3 2x4-1 row at 0-9-0 oc,member 19-3 2x4-1 row at 0-9-0 oc, member 4-19 2x4-1 row at 0-9-0 oc,member 18-4 2x4-1 row at 0-9-0 oc,member 5-18 2x4-1 row at 0-9-0 oc,member 15-5 2x4-1 row at 0-9-0 oc,member 6-15 2x4-1 row at 0-9-0 oc,member 15-8 2x4-1 row at 0-9-0 oc,member 8-14 2x4-1 row at 0-9-0 oc,member 14-9 2x4-1 row at 0-9-0 oc,member 13-9 2x4-1 row at 0-9-0 oc,member 13-10 2x4-1 row at 0-9-0 oc,member 10-12 2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS(envelope)gable end zone;cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;CI=1 5)Unbalanced snow loads have been considered for this design. 6)Provide adequate drainage to prevent water ponding. 7)All plates are MT20 plates unless otherwise indicated. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10)A plate rating reduction of 20%has been applied for the green lumber members. 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1464 lb uplift at joint 21 and 1388 lb uplift at joint 12. 12)This truss has been designed for a moving concentrated load of 250.OIb live and 17.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 13)"Fix heels only"Member end fixity model was used in the analysis and design of this truss_ 14)Graphical puffin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 15)Use Simpson Strong-Tie LUS24(4-10d Girder,2-10d Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max_starting at 8-0-12 from the left end to 27-6-12 to connect truss(es)to front face of bottom chord. 16)Use Simpson Strong-Tie MUS26(6-10d Girder,6-10d Truss,Single Ply Girder)or equivalent at 29-1-12 from the left end to connect truss(es)to front face of bottom chord_ 17)Fill all nail holes where hanger is in contact with lumber. 18)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)220 lb down and 163 lb up at 10-0-12,210 lb down and 171 lb up at 12-0-12,177 lb down and 173 lb up at 14-0-12,163 lb down and 176 lb up at 16-0-12,163 lb down and 179 lb up at 18-0-12,75 lb down and 124 lb up at 20-0-12,75 lb down and 124 Ib up at 21-9-12,75 lb down and 124 lb up at 23-6-12,163 lb down and 179 lb up at 25-6-12,and 163 lb down and 176 lb up at 27-6-12,and 501 lb down and 146 lb up at 7-11-10 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(p8) Vert:1-3=-64,3-9=-64,9-11=-64,1-11=-20 Concentrated Loads(Ib) Vert:7=94 17=146(F)16=146(F)24=-501 25=-154 27=-141 28=-108 29=-94 30=-94 31=31 32=31 33=31 34=-94 41=-33(F)42=-34(F)43=33(F)44=-32(F)45=-32(F) 46=-32(F)47=146(F)48=-32(F)49=-32(F)50=1251(F) 1 / ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE ANI-74T3 rev.t0/03/20i5 BEFORE USE. Design valid for use only with MiTekE connectors.This design is based only upon parameters shown,and is for on individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing S A'7`hk` is always required for stability and to prevent collopse with possible personal injury and property damage.For general guidance regarding the �Y� Ii7 fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/M11 Quality Criteria,1)3B-89 and SCSI Building Component 250 Klug Circle Safely Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741068 81600175 CO1 California Girder 1 Job Reference(optional) !� Pro-Build Beaverton Truss, Beaverton,OR 97005 7-640 s Sep 29 2015 MiTek Industries,Inc-Thu Feb 18 12:35:51 2016 Page 1 ID:PkD_X-jGOgL6g}Cg1 SXZKzsw5O-A1v?sHxwGLMDGpIpNwoGb1Hg81xTXZBf2e_SMizju.Fc 12-2-12 1 7-3-10 7-1�0-15 131-13 18-11-2 1 24-8-6 30-5-_11 1 35-8-9 3613-14 41-4-12 143-7-8 1 2-2-12 14 0.7- 52-14 5-9-5 5-9-5 5-9-5 5-2-14 0.'7-5 5-0-14 2-2-12 Scale=1:77.9 5-00112 8x8 4x4 = 4x4= 2x4 II 5x8 = 4x4 = 8x8= 3 4 25 26 4 27 31 29 30 5 31 32 33 6 34 7 8 3. 36 9 1 ria as 5a6a sa w on y. z .a 4x6% 2� , ®` a .1 --%--------- �2KM ' \ 37 4x6 2 \ 10 v 22 \\\ \ / w. 38 11 so 1�Y ----------__--t- _. \ v •+ems - nn nn o :'� 8 4 8 it 39 21 40 2041 42 43 19 44 45 46 18 17 47 16 15 48 49 50 74 51 13 52 12 53 4x6=3x6 16x6 = LUS24 4x6= LUS24 5x12 MT18H = 408= LUS24 408I = 6x6= 3x6 I 14x6= LUS24 LUS24 LUS24 4x4 - 5012 MT18H- MUS26 LUS24 LUS24 LUS24 LUS24 LUS24 2-2-12 43-7-8 I 2-0-0 II 7-3-10 13-1-13 18-11-2 24-8-6 I 30-5-11 36-3-14 41-4-12 4111-8 1 2-0-0 5-0-14 5-10-3 5-9-5 5-9-5 5-9-5 510-3 5-0-14 0-2-'12 0-2-12 2-9-0 Plate Offsets(X,Y)- [2:0-2-8,0-2-0],[3:0-3-12,0-3-0],[9:0-2-8,0-2-12],[10:0-2-8,0-2-0],[12:0-4-0,0-1-8],[13:0-3-0,0-2-8],[14:0-3-4,0-2-0],[19:0-2-8,0-2-0],[20.0-3-0,0-2-8], [21:0-4-0,0-1-8] LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (lac) Udefl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.43 Vert(LL) 0.45 15-18 >999 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.73 Vert(TL) -0.81 14-15 >580 180 MT18H 220/195 TCDL 7.0 Rep Stress lncr NO WB 0.95 Horz(TL) 0.12 12 n/a n/a BCLL 0.0 * Code IBC2012/TPI2007 (Matrix) Weight:510 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G Except* TOP CHORD Structural wood sheathing directly applied or. I-I • .urlins,except 12,13:2x6 DF No.2 2-0-0 oc purlins(5-0-3 max.):3-9. ` PROF BOT CHORD 2x6 DF 2250F 1.7E*Except* BOT CHORD Rigid ceiling directly applied or 6-0:,.X...Ila• F B2:2x6 DF No.2 5 \AG[N.ek- `�,/o WEBS 2x4 DF Std G`Except* �� W4:2x4DFNo.1&BtrG cc 89782PE 291' REACTIONS. (lb/size) 21=3046/0-5-8,12=2881/0-5-8 Max Horz 21=56(LC 10) Max Uplift2l=-1464(LC 6),12=1388(LC 7) Max Gray 21=3288(LC 28),12=3023(LC 28) v h -574//y OREGON pN- FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-22=-524/399,2-22=-505/405,2-23=-5113/2550,3-23=-5076/2563,3-24=-8208/4646, '1,9.,.... "'AY • ? �¢ 24-25=-8208/4646,25-26=-8208/4646,26-27=-8208/4646,4-27=8208/4646, `t PA u tN� 4-28=-9287/6030,28-29=-9287/6030,29-30=9287/6030,5-30=-9287/6030, 5-31=-9916/6126,31-32=-9916/6126,32-33=-9916/6126,6-33=-9916/6126, 6-34=-9916/6126,7-34=-9916/6126,7-8=9916/6126,8-35=-9275/4709, 35-36=9275/4709,9-36=-9275/4709,9-37=4973/2414,10-37=-5010/2401, EXPIRES: 12/31/2016 10-38=540/406,11-38=559/400 BOT CHORD 1-39=-359/500,21-39=-359/500,21-40=-359/500,20-40=359/500,20-41=-2344/4772, 41-42=2344/4772,42-43=-2344/4772,19-43=2344/4772,19-44=-4558/8208, 44-45=-4558/8208,45-46=-4558/8208,18-46=4558/8208,17-18=-5943/9287, 17-47=-5943/9287,16-47=-5943/9287,15-16=-5943/9287,15-48=-4623/9275, 48-49=4623/9275,49-50=-4623/9275,14-50=-0623/9275,14-51=2208/4684, 13-51=-2208/4684,13-52=-361/531,12-52=-361/531,12-53=-361/531,11-53= 11-53=361/531 WEBS 2-21=2949/1368,2-20=-2122/4299,3-20=716/510,3-19=-2483/3854,4-19=-1439/1270, 4-18=-1591/1207,5-18=-712/411,5-15=-161/704,6-15=-653/348,8-15=-1681/1093, "IN' 8-14=-1030/1018,9-14=-2711/5150,9-13=-871/492,10-13=1990/4169, ' 10-12=-2660/1276 / .' ,..6 A"'4, 51976 kap % 40ISTEW ' s IONAL VBG Continued on page 2 February 18,2016 a • OMNI ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MWIEKREFERENCE PAGE MI!-74T3 rev.10/13/2015 BEFORE USE. Design valid for use only with MTek®connectors.This design is based only upon parameters shown,and is for an individual budding component,not R a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP11 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circe Safely Information available from Truss Rote Institute,218 N.lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type City Ply EPR Design-Memory Care K1741067 91600175 B07 Monopitch 6 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:35:47 2016 Page 1 ID:PkD_XJGOgL_6gjCgl SXZKzsw5O-HGfUOwuQC7sonCR264jKRB7BZ8fPbz53800EDwzjuFg 4-1-6 4-1-6 5.00 12 Scale=1:40.3 2 2x, .I 3x41 4' INIE�f R Vi0 w 89782PE �f \\\ "4- ., OREGON 0 AlRy AO"• � '"AUL Pit ►� 7 4 3 2x4 II 3x4 = EXPIRES: 12/31/2016 4-t-6 4-1-6 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.40 Vert(LL) -0.05 3-4 >883 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.42 Vert(TL) -0.08 3-4 >581 180 TCDL 7.0 Rep Stress Incr YES WB 0.06 Horz(TL) -0.00 3 n/a n/a BCLL 0.0* Code IBC2012/TP12007 BCDL 10.0 (Matrix) Weight:36 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No_1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-1-6 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G end verticals. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=160/Mechanical,4=160/0-3-8 Max Horz 4=71(LC 12) Max Uplift3=-159(LC 12) Max Gray 3=332(LC 27),4=332(LC 25) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-294/135,1-4=-294/0 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=42psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)`This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 159 lb uplift at joint 3. pAUL 9)This truss has been designed for a moving concentrated load of 250.01b live and 17.01b dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 95:47 7.87,. 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. III 15 p�p • -40 519?64 %�� rs ° February 18,2016 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE M&7473 rev.10/032015 BEFORE USE. Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design.Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing Mel( is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the ��7 fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPIT qualify Crfterfa,DSB-89 and SCSI Betiding Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Corona,CA 92880 r Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741066 B1600175 606 Monopitch 7 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc.Thu Feb 18 12:35:47 2016 Page 1 ID:PkD_XjGOgL_6gjCg1 SXZKzswSO-HGfUOwuQC7sonCR284jKRB77x8cnbtP3800EDwzjuFg 1 2-2-12 1 8-4-0 I 14-8-8 I 20-6-8 2-2-12 6-1-4 6-4-8 5-9-15 5.00 12 Scale=1:50.4 61j 17,,,.---__< 3x4 i 3x4% / 5 4 16 a o \15 3x4% / - 3 X r h V 1� 3x6 13 / \\ 2 M.- 1 d -, 18 ca 19 10 9 20 8 21 11 7 3x4 = 2x4 H 4x4= 4x6 = 3x4 = 3x4= 1 2-0-0 2- 12 8-4-0 I 14-8-8 I 20-6-8 I 2-0-0 0-2212 6-1-4 6-4-8 5-9-15 LOADING(psf) SPACING- 2-0-0 CS!. DEFL. in (lac) I/defl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TO 0.50 Vert(LL) -0.14 8-10 >999 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.59 Vert(TL) -022 8-10 >970 180 TOOL 7.0 Rep Stress lncr YES WB 0.42 Horz(TL) 0.02 7 rile n/a BCLL 0.0* Code IBC2012/TP12007 (Matrix) Weight:113 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G end verticals. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracinn WEBS 1 Row at midpt 6-7,5-7 * P R MiTek recommends that Stabil , • l: ± be installed during truss ere rt,,Sio p••. •r.�'.• a e') Installation guide. C6, 1, REACTIONS. (lb/size) 7=751/0-3-8,11=962/0-5-889 782 P E "7 Max Horz 11=382(LC 12) Max Uplift7=-308(LC 12),11=-190(LC 12) Max Grav7=970(LC 18),11=1011(LC 18) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. c.. 10 TOP CHORD 1-12=-222/605,2-12=-216/611,2-13=1151/141,13-14=-1076/148,3-14=1075/159, '7 ©RECON 0 3-15=-758/56,4-15=-679157,4-16=-626/64,5-16=611/67,6-7=-297/106 �f ��1itit3,rl' Q. BOT CHORD 1-18=-545/196,11-18=-545/196,11-19=-545/196,10-19=-545/196,9-10=422/992, RY ��/ 9-20=-022/992,8-20=-4221992,8-21=-219/634,7-21=-219/634 '� PA Li R L \ WEBS 2-11=-897/270,2-10=-90/955,3-10=-32/284,3-8=444/232,5-8=31/475,5-7=-936/323 NOTES- EXPIRES: 12/31/2016 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=42psf;BCDL=6.Opsf;h=25ft;Cat-It;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 17-4-11,Exterior(2)17-4-11 to 20-4-11 zone; cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. eNiov 6)A plate rating reduction of 20%has been applied for the green lumber members.7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 308 lb uplift at joint 7 and 190 lb uplift at joint 11. • 8)This truss has been designed for a moving concentrated load of 250.OIb live and 17.01b dead located at all mid panels and at all panel / points along the Top Chord and Bottom Chord,nonconcurrent with any other live toads. 9)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. '�'r C '151976 ,..4., ° ., OISTBRY S CONAL 9 February 18,2016 t a ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITES(REFERENCE PAGE MII-7473 rev.10/03,7015 BEFORE USE. ......ma Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent bucking of individual truss web and/or chord members only-Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and properly damage.For general guidance regarding the �Y� 1®R fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/1711 Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741065 B1600175 B05 Common Girder 2 2 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc.Thu Feb 18 12:35:46 2016 Page 2 ID:PkD_XJGOgL_6gjCg t SXZKzsw5O-p466oatoRpkx92ssbMCSuzatMkH asPTwvMH hhUzjuFh NOTES- 13)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 14)Use Simpson Strong-Tie FIGUS26-2(20-16d Girder,6-16d Truss)or equivalent at 13-10-8 from the left end to conned truss(es)to back face of bottom chord. 15)Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(ptf) Vert 4-5=-64,6-10=-20 Concentrated Loads(Ib) Vert:7=-4224(B) Trapezoidal Loads(plf) Vert:1=-444-to-4=-354 • • a f id" ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIF-7473 mv.104)3/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for on individual budding component,not a truss system.Before use,the building designer must verity the applicability of design parameters and property incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mriek` is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/n t Quality Criteria,DSB-8?and SCSI Building Component 250 Klug Cede Solely Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Corona,CA 92880 ..- Job Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741065 61600175 805 Common Girder 2 2 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc Thu Feb 18 12:35:46 2016 Page 1 ID:PkD_XJGOgL_6gjCg1SXZKzsw5O-p466oatoRpkx92ssbMCSuzatMkHasPTwvMHhhUzjuFh I 4-8-3 .__ 10-1-7 14-0-9 18-1-7 1 4-8-3 5-5-4 3-11-2 4-0-14 4x4= Scale=1:44.6 4 15 �� 14 16 5x12 MT18H 5.00 12 3x4 / '----1---.......,,,,_ 3 \\ 5 13 123x4 /�/ 2 5x12 MT18H= 11 \\\ v, 1 !I ---------------NMI MillAt 111111 „'•, i1 el 17 9 18 19 8 20 7 21 fi 10 3x6 II 5x10 = 3x4= 8x12 = 3x6 II HGUS26-2 I 4-8-3 I 10-1-7 I 14-0-9 18-1-7 I 4-8-3 5-5-4 3-11-2 4-0-14 Plate Offsets(X,Y)- [1:Edge,0-2-6],[5:0-3-0.0-1-8],[6:0-4-4.0-1-8],[7:0-6-0,0-4-12119:0-4-12,0-2-8],[10:0-4-0,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL- in (lac) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.81 Vert(LL) -0.07 8-9 >999 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.52 Vert(TL) -0.17 8-9 >999 180 MT18H 220/195 TCDL 7.0 Rep Stress Ina NO WB 0.47 Horz(TL) 0.03 6 n/a n/a BCLL 0.0* Code IBC2012/TPI2007 (Matrix) Weight:246 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-2-13 oc purlins, except BOT CHORD 2x6 DF No.2 end verticals. WEBS 2x4 DF Std G*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0•• ••.trgp R QF W6,W2:2x4 DF No.1&Btr G �C-Q` V FSS co NGINRF vO REACTIONS. (lb/size) 10=4601/Mechanical,6=5776/0-3-8 {Ci Max Horz 10=218(LC 10) "Y- Max 9Max Uplift 10=-1375(LC 10),6=-1967(LC 10) 4Z"' 89782PE C- FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-11=-6658/1997,2-11=-6354/1927,2-12=-5662/1768,12-13=-5227/1670, 3-13=-0911/1601,3-14=-3866/1308,14-15=-3506/1229,4-15=3484/1224, v 40 4-16=-3506/1240,5-16=3544/1235,1-10=4513/1379,5-6=-5698/1970A 9 OREGON p �I, K. BOT CHORD 9-18=-1983/5947,18-19=-1983/5947,8-19=-1983/5947,8-20=1623/4825, % 7-20=-1623/4825 RY 16 2 k, WEBS 2-9=-1258/478,2-8=-15511724,3-8=-270/833,3-7=-2616/933,4-7=-743/2107, PA U` R\� 1-9=-1805/6082,5-7=-184015321 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: EXPIRES: 12/31/2016 Top chords connected as follows:2x4-1 row at 0-7-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-2-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111 mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone;cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 to• O1 y,) z,, 4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 A-a`jtrjr 5)Unbalanced snow loads have been considered for this design. ,1..- `',11"—0 6)All plates are MT20 plates unless otherwise indicated. �4 , 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,.: `2 8)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 1r 9)A plate rating reduction of 20%has been applied for the green lumber members. �f+ 51976 w', 10)Refer to girder(s)for truss to truss connections. 0� QIS f E 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1375 lb uplift at joint 10 and 1967 lb uplift ' at joint 6. ss1ONAL OG 12)This truss has been designed for a moving concentrated load of 250.OIb live and 17.Olb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. Continued on page 2 February 18,2016 I t ®WARNING-Verify design parameters and READ NOTES ON TMS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10413/2015 BEFORE USE. H Design valid for use only with MBekk connectors.This design is based only upon parameters shown,and is for an individual building component not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate the design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/FP11 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Sally Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 ti Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741064 ,. 81600175 804 Common 4 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:35:45 2016 Page 1 ID:PkO_X_jG0gL_6giCg1 SXZKzsw50-LuYkbEt9gVc4YuHflfhsMm2jAKve7ukmgiX782zjuFi I X04 14-0-9 I 18-1-7 I 7-0-4 7-0-4 4-0-14 454 = Scale=1:42.6 3 13 14 \'�\�\ 3x4 5.00 12 t1 12 ---\ 4 354% / M 2 / 9 10 N N 356% /� / F'.1 E 8 15 7 16 6 17 K 5 2x4 II 4x4= 3x8 = 2x4 II 7-0-4 I 14-0-9 I 18-1-7 I 7-0-4 7-0-4 4-0-14 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) 1/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.71 Vert(LL) -022 7-8 >980 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.70 Vert(TL) -0.37 7-8 >579 180 TCDL 7.0 Rep Stress Ina YES WB 0.75 Horz(TL) 0.01 5 n/a n/a BCLL 0,0* Code IBC2012/TP12007 (Matrix) Weight:103 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-1-10 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G end verticals. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc brae.. MiTek recommends that Stabilizer S -#1,reki Fil.,.. .. . be Installation guLide9 truss erectio\C ..:tJG N• • d REACTIONS. (lb/size) 8=749/Mechanical,5=749/0-3-8 C� ' R Max Horz 8=218(LC 12) 444,' -' 89'82 P E 211 Max Uptift8=-166(LC 12),5=193(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-9=-1051/211,9-10=-994/213,2-10=-916/225,2-11=-079/118,11-12=-380/129, • 12-13=372/131,3-13=-337/136,3-14=-372/147,4-14=411/142,1-8=-693/197, 9 OREGON \h 4-5=-724/255 4 p BOT CHORD 7-16=-365/927,6-16=-365/927 WEBS 2-7=0/324,2-6=673/309,1-7=-149/938,4-6=-158/571 9� ��RY 15 �Q NOTES- PAM__ 0 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)0-1-13 to 3-1-13,Interior(1)3-1-13 to 11-0-9,Exterior(2)11-0-9 to 14-0-9 zone; EXPIRES: 12/31/2016 cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1-60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10-0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. PAUL 44. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. • of 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 166 lb uplift at joint 8 and 193 lb uplift at wAsp,,G>,, joint 5. � .,/,4***,7.7 ?' ,��yr�� n., O • 9)This truss has been designed for a moving concentrated load of 250.0Ib live and 17.01b dead located at all mid panels and at all panel ► ' " 'x points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. j 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. rd ��" 51976 c, 4 Ok2 4GFST80 . -<'' �s1ONALOCI February 18,2016 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M/I.74T3 rev,10/03/2015 BEFORE USE. Design valid for use only with MiTekw connectors.This design is based only upon parameters shown,and is for on individual building component,not o truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is oWays required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP11 Quality Criteria,DSB-89 and BCS!Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741063 B1600175 603 Roof Special 2 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:35:44 2016 Page 2 ID:PkD_XJGOgL_6gjCg1 SXZKzsw50-th_MOusXwCUDwkiTTx9dpYVX5wZQOSQeR2oacczjuFj NOTES- 9)This truss has been designed for a moving concentrated load of 250.OIb live and 17.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. • t � WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED NITER REFERENCE PAGE MN-7473 rev.10/038015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for on individual building component,not s a truss system.Before use,the budding designer must verify the applicability of design parameters and properly incorporate this design into the overall budding design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiT®k" is always required for stability and to prevent collapse with possible personal injury and property damage.For generat guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quarrty Criteria,OSB-89 and BCSI Building Component 250 Klug Circle Safety Infonnofion available horn Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741063 61600175 B03 Roof Special 2 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:35:44 2016 Page 1 ID:PkD_X_IGOgL_6gjCg1 SXZKzsw5O-th_MOusXwCUDwkiTTx9dpYVX5WZOOSQdR2oacezjuFj 1 7-0-4 14-0-9I 18-1-7 1 24-2-12 30-4-1 I 36-5-6 42-6-11 i 44-9-7 1 7-0-4 7-0-4 4-0-14 6-1-5 6-1-5 6-1-5 6-1-5 2-2-12 Scale=1:842 5x6 =- 5.00 5.00 12 3 26 .iiii 2x4 11 3x4% 24 25 \\4 27 2 \\N -�� 28 3x4 m tti 2t 22 23 \� \�\\5 4x6% / \\ ,,---,..?-14-----C 29 3x6 3x4 t "--.\ 6 iiii 20 34 19 35 18 36 17 3738 14 39,t \\� 30 41 3x4 42 43 2x4 II 4x4 = 3x4 = 5x10= \\� 8 \ 31 32 3x6'C m v.. 4,6 r.. _ -------_,,,,,,,y, \ 10 33 M •. 1 16 15 13 12 11 356 2x4 II 3x8= 4x6= 3x4 = 4x4= 2x4 11 44-9-7 I 7-0-4 I 14-0-9 1 17-t1-1r 10-17 24-2-12 30.4-1 I 36-5-6 42-bi1 42r9-7 1 7-0-4 7-0-0 111-2 0.1-2 6-1-5 6.1.5 6-1-5 6-5 0--2 2-0-0 Plate Offsets(X.Y)— [3:0-2-4.0-2-41.[12:0-2-0.0-1-121.[17:0-4-4.0-3-0].[19:0-2-0.0-1-12] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.80 Vert(LL) -0.22 19-20 >996 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.70 Vert(TL) -0.37 19-20 >593 180 TCDL 7A Rep Stress Incr YES WB 0.69 Horz(TL) 0.02 11 n/a n/a BCLL 0.0* Code 1BC20121TP12007 (Matrix) BCDL 10.0 WeightFT 263 lb =10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-3-8 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G*Except' end verticals. B2:2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 6-0-0 0 till.P R 4'F WEBS 2x4 DF Std G WEBS 1 Row at midpt 2-18,3- L,.rFS MiTek recommends that Stab'1.� r.A'`T�' 'r,,';;.42 be installed during truss ere,ynyl l •- .dance with S..111 : 2 Installation guide. imir.��CClr 89782PE -9 REACTIONS. (lb/size) 20=584/Mechanical,17=2082/0-3-8,11=1084/0-5-8 VII Max Horz 20=-428(LC 13) Max Uplift20=-172(LC 12),17=-420(LC 13),11=-58(LC 13) Max Grav20=811(LC 18),17=2082(LC 1),11=1098(LC 19) 9 40 OREGON K• FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. O tZ- TOP CHORD 1-21=-1195/232,21-22=11271235,22-23=-1081/239,2-23=-1042/247,2-24=396/128, 17 &4Fty .`j' �,� 6-29=-333/3 5,6-7=-408/328,3-26=0/671, 0 7530=-1876/440,8-30 52/431,8-318-1241/4745, 321345 �/r Pq l J R1� 31-32=-1242/464,9-32=-1316/462,9-33=-221/606,10-33=-227/600,1-20=-755/218 BOT CHORD 20-34=-121/428,19-34=-121/428,19-35=90/1066,18-35=90/1066,18-36=137/480, 17-36=-137/480,4-17=471/248,14-15=-183/809,14-39=-183/809,39-40=-183/809, EXPIRES: 12/31/2016 13-40=183/809,13-41=330/1146,12-41=-330/1146,12-42=-541/201,11-42=-541/201, 11-43=541/201,10-43=-541/201 WEBS 2-19=-6345,2-18=-9991308,3-18=-78/608,3-17=-1285/185,15-17=0/436, 5-17=-953/521,5-15=-135/390,7-15=-708/283,7-13=-15/445,8-13=-406/169, 8-12=-58/268,9-12=-320/1108,9-11=-979/420,1-19=-164/1078 ypUL p k, NOTES- , 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat II;Exp B;enclosed;MWFRS x,34 WAS (envelope)gable end zone and C-C Exterior(2)0-1-13 to 4-7-8,Interior(1)4-7-8 to 9-6-13,Exterior(2)9-6-13 to 14-0-9,Interior(1)18-3-3 rS, WC, - to 40-3-11 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate l~� en„.. .. O� grip DOL=1.60 t� `, 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 7`J 3)Unbalanced snow loads have been considered for this design. ".`rr 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,. 5)*This truss has been fit between the bottom chord and for aanlive he rmembe d of s with BCDL sf on the bottom chordpin all areas where a rectangle 3-6-0 tall by 2-0-0 wide will 9� � S R� 6)A plate rating reduction of 20%has been applied for the green lumber members. �4',�QNAL8�1 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 172 lb uplift at joint 20,420 lb uplift at joint 17 and 358 lb uplljft at joint 11. February 18,2016 Continu on page ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 res.10103/2045 BEFORE USE. 1 Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiRek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,008-89 and BCSI Building Component 250 Klug Circle Safety information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Oty Ply EPR Design-Memory Care K1741062 B1600175 902 Roof Special 2 1 Job Reference(optional) 4 Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 S Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:35:42 2016 Page 2 ID:PkD_XJG0gL_6gjCg1SXZKzsw5O-wJsbzCgHOaDVhRZ4MX79k7QBT7vvwYxK kJTYjzjuFl NOTES- 9)This truss has been designed for a moving concentrated load of 250.OIb live and 17.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. • � t AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.1003/2015 BEFORE USE. Design valid for use only with MTek®connectors.This design is based only upon parameters shown,and is for on individual building component.notimut a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and properly damage.Forgeneralguidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see pNSI/rPlt QualBy Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Infomration available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. - Corona,CA 92880 / ` Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741062 ♦ 61600175 B02 Roof Special 2 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:35:42 2016 Page 1 ID:PkD_XJG0gL_6gjCg1 SXZKzsw5O-wJsbzCgHOaDVhRZ4MX79k7QBT7vvwYxK_kJTYjzjuFt 1 2-2-12 I 9-3-7 I 16-4-2 1 20-5-0 1 26-6-5 1 32-7-t0 38-8-15 44.10-4 1 472-2--12 1-0I 2-2-12 7-0-11 7-0-11 4-0-14 6-1-5 6-1-5 6-1-5 6-1-5 Scale=1:85.5 5x6 = 500 12 4 29 €1� 3x4 II 28 ----------,..,,.....,.._930 31 27 3 --- 32 1. 24 2 \\ , \ 6 2 �/� �\ 33 7 e, 1 23 _,2,..-5_,_.----------- _ \ .,r Nl . r -Z CI) d 38 22 39 `21 20 40 -19 41 18+ \4243 15 44 . \\\6 47 48 4x6=2x4 II 4x6= 4x8 5x10 9 a \� 35 O � ` 36 \. 10 11 37 __ 4x6= O 17 16 14 13 12 3x4 II 3x8= 4x6= 4x6= 2x4 I I 2-2-12 t 47-1A sago I I 7-0.11 16-4-2--1I 3-2°1311 ate+-+e2 26-1-5 32-7-10-- 6-1-55 I s1- a-.4z 0-2-12 2-0-0 Plate Offsets(X.Y)- [4:0-2-4,0-2-0],08:0-4-4.0-3-0] LOADING(psf) SPACING- 2-0-0 CSI- DEFL. in (toe) 1/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.81 Vert(LL) -0.17 19-21 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.64 Vert(TL) -0.29 19-21 >762 180 TCDL 7.0 Rep Stress!nor YES WB 0.69 Horz(TL) 0.02 12 n/a n/a BCLL 0.0* Code IBC2012/TPI2007 (Matrix) Weight:269 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-6-4 oc purlins. BOT CHORD 2x4 DF No.1&Btr G*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracii. B3:2x4 DF Std G WEBS 1 Row at midpt 3-19,4-18, ■ • WEBS 2x4 DF Std G Mitek recommends that Stabil' - t �' be installed during truss erect.ri(Sp ' ',.r• t E= 0 Installation.uide. C? REACTIONS. (lb/size) 22=794/0-5-8,18=2077/0-3-8,12=1084/0-5-8 89782PE Max Holz 22=-401(LC 13) III xa Max Uplift22-232(LC 12),18=-419(LC 13),12=-359(LC 13) Max Gray 22=1016(LC 18),18=2077(LC 1),12=1098(LC 19) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown- OREGON 40 TOP CHORD 1-23=-275/589,2-23=269/595,2-24=1205/227,24-25=-1135/229,25-26=-1068/230, 2 ox, SZ• 3-26= 3-27=-391/118,4-29=0/669,5 29=0/586,5-30 441716,30 31=46/704, 'T �'" Ry A5 rZ �Q` 31-32=54/643,6-32=-63/584, /347, /337, 9, 8-34=-878/442,9-34=-953/432,9-35=-1243/475,35-361243/465,10-36=-1318/464, �� PA UL Ck\ 10-37=-221/606,11-37=-227/600 BOT CHORD 1-38=-530/247,22-38=-530/247,22-39=530/390,21-39=-530/390,20-21=-89/1048, 20-40=-89/1048,19-40=-89/1048,19-41=134/478,18-41=-134/478,5-18=-504/248, EXPIRES: 12/31/2016 15-16=-184/811,15-44=184/811,44-45=184/811,14-45=184/811,14-46=-331/1148, 13-46=331/1148,13-47=-541/201,12-47=-5411201,12-48=541/201,11-48=-541/201 WEBS 2-22=-878/357,2-21=-181/1019,3-21=0/346,3-19=-980/304,4-19=73/602, 4-18=-1291/170,16-18=0/439,6-18=952/519,6-16=-134/388,8-16=-708/283, 8-14=-15/445,9-14=-405/169,9-13=-58/268,10-13=321/1110,10-12=980/421 NOTES PAUL 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf,BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS 0v WAS.7,, . (envelope)gable end zone and C-C Exterior(2)0-0-0 to 4-8-8,Interior(1)4-8-8 to 11-7-10,Exterior(2)11-7-10 to 16-4-2,Interior(1) r.,,,,, ��VG' 21-0-10 to 42-4-8 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber Q' it '0' 0 DOL=1.60 plate grip DOL=1.60 ' . 47 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 \ 3)Unbalanced snow loads have been considered for this design. 7,417 4)All plates are 3x6 MT20 unless otherwise indicated. +d1=, d� $197 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will °,4N., 4trISTE . fit between the bottom chord and any other members,with BCDL=10.0psf. �Si�NALg4, 7)A plate rating reduction of 20%has been applied for the green lumber members. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 232 lb uplift at joint 22,419 lb uplift at joint Continued on pagep2ft at joint 12: February 18,2016 e if ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-74T3 rev-10/03/2015 BEFORE USE. mit Design valid for use only with Mitek49 connectors.This design is based only upon parameters shown,and is for an individual budding component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiT®k° is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP11 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.lee Street,Suite 312,Alexandria,VA 22314. Corona.CA 92880 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741061 61600175 B01A COMMON GIRDER 1 Job Reference(optional) j 4 Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:35:41 2016 Page 2 ID:PkD_XJGOgL_6gjCg 1 SXZKzsw50-S61DItgfdH5e3H_uopcwBwt5ijbBB 16615Zw?HzjuFm NOTES- 10)A plate rating reduction of 20%has been applied for the green lumber members. 11)Refer to girder(s)for truss to truss connections. 12)Bearing at joint(s)10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 13)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1525 lb uplift at joint 14,811 lb uplift at joint S and 3013 lb uplift at joint 10. 14)This truss has been designed for a moving concentrated load of 250.Olb live and 17.O1b dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 15)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 16)Use Simpson Strong-Tie HUS26(14-10d Girder,4-10d Truss)or equivalent spaced at 8-0-0 oc max.starting at 2-0-12 from the left end to 10-0-12 to connect truss(es)to back face of bottom chord. 17)Use Simpson Strong-Tie HUS26(14-i(kGirder,4-10d Truss,Single Ply Girder)or equivalent spaced at 9-9-8 oc max.starting at 4-0-12 from the left end to 15-10-4 to connect truss(es)to back face of bottom chord. 18)Use Simpson Strong-Tie HUS26(14-10d Girder,6-10d Truss)or equivalent at 8-0-12 from the left end to connect truss(es)to back face of bottom chord. 19)Use Simpson Strong-Tie MUS26(6-10d Girder,4-10d Truss)or equivalent spaced at 2-0-0 oc max.starting at 12-0-12 from the left end to 14-0-12 to connect truss(es)to back face of bottom chord. 20)Fill all nail holes where hanger is in contact with lumber. 21)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1559 lb down and 342 lb up at 17-10-4,1136 lb down and 268 lb up at 19-10-4,and 1071 lb down and 260 lb up at 21-10-4,and 967 lb down and 233 lb up at 23-10-4 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-4=-64,4-7=-64,9-14=-20,8-9=-84 Concentrated Loads(Ib) Vert:7=967(B)11=-1175(B)26=-1524(B)27=1101(B)28=-1036(B)29=-1837(B)31=-1607(B)32=-1520(B)34=-2420(B)35=-1894(B)36=-1175(B)37=-1558(B) ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE ANI-7473 rev.19D312015 BEFORE USE. Design valid for use only with MitekO connectors.This design is based only upon parameters shown,and is for on individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overat building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing R A'T k is always required for stability and to prevent collapse with possible personal injury and property damage.for general guidance regarding the BVI I�r li fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/WIl Quality Criteria,058-89 and SCSI Budding Component 250 Slug Circle Safety Information available from Truss Plate institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741061 i B1600175 BO1A COMMON GIRDER 1 3 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc.Thu Feb 18 12:35:40 2016 Page 1 ID:PkD_XJGOgL_6gjCg1 SXZKzsw5O-_wkrYXp1szznR7PiE65gfiKwyJFySas1XRgMTgzjuFn 1 4-9-6 I 9-6-12 I 14-4-2 1 18-3-4 I 21-4-14 1 24-6-8 1 ICC APPROVED FACE MOUNT HA* ER(BY OTHERS)REQtTgED FOR JOINTS 7,11,28-M,31-32,34-37 3-11-2 3-1-10 3-1-10 LOADS SHOWN IN NOTES BELOW.ALL NAILS HOLES MUST BE FILLED AS Scale:114'=t` PER HANGER MANUFACTURERS INSTALLATION PROCEEDURE WITH A 4x4 = MINIMUM OF 10d(.148"X 3")NAILS OR AS REQUIRED BY THE HANGER 4 MANUFA TURER.FAILURE TO COMPLY MAY REQUIRE ADDITIONAL Special CONSIDE'•TIONS TO DISTRIBUTE LOADS BETWEEN THE PLIES. , = 25 5x6 5.00 12 24 26 4x6% 23 5 Special Special 3 %/ 1 �� ` ��� 3x4 6 26 3x4 22 i� ,` 7 Special 3x6 i �/ I / ti 2 / ® 04 I o I •rr ® 1T= ^, ® 15 \ 2x4 3x6= 3x10= 2,4= 5x12 MT18H= 21 \ 2x4 in oi ono I III1IPREIIM III iiiiiNI !!M1111111 I 2930 3132 33 34 35 36 37 38 39 40 14 13 12 11 10 9 8 3x6 11 HUS26 6x8= HU526 HU526 808 = MUS26 8x8= HUS26 5x10= 3x4= 2x4 HUS26 HUS26 MUS26 I 4-9-6 _9-6-12 I 14-4-2 18-3-4 1 21-4-14 1 24-6-8 I 4-9-6 4-9-6 4-9-6 3-11-2 3-1-10 3-1-10 Plate Offsets(X.Y)— [1:Edge.0-2-6],[3:0-2-0.0-1-12].[5:0-2-12,0-1-8],[7:0-2-12.0-2-12].[10:0-2-8.0-2-81,[11:0-1-15,0-4-01.[12:0-3-9.0-4-81,[13:0-3-9.0-4-4],115:0-3-8.0-2-41 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.49 Vert(LL) -0.12 12-13 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.47 Vert(TL) -0.22 12-13 >999 180 MT18H 220/195 TCDL 7.0 Rep Stress Incr NO WB 0.92 Horz(TL) 0.02 10 n/a n/a BCLL 0.0 BCDL 10.0 * Code IBC2012/TPI2007 (Matrix) Weight:553 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x6 OF 2250F 1.7E end verticals. WEBS 2x4 DF Std G*Except" BOT CHORD Rigid ceiling directly applied or 6-0-0 o w.P R W9,W2:2x4 DF No.1&Btr G,W11,W8,W10 W12,W15:2x6 DF No.2 JOINTS 1 Brace at Jt(s):15,16,17 '� �FF�' .Co NGIRlEF s% REACTIONS. (lb/size) 14919/0-5-8,8=-708/Mechanical,10=13732/0-3-8 1"S' Max Horz 14=173(LC 10) Max Uplift 14—1525(LC 10),8=-811(LC 16),10=3013(LC 10) 89782PE Max Gray 14=6929(LC 16),8=242(LC 14),10=13732(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten--All forces 250(Ib)or less except when shown. TOP CHORD 1-21=-10493/2225,2-21=-10447/2234,2-22=-7217/1557,3-22=-7170/1565, v �43 3-23=-2170/518,23-24=-2103/524,4-24=-2088/530,4-25=2096/545,25-26=-2101/540, "9 OREGON 5-26=-2730/659,5-27=-800/3769,6-27=-709/3307,6-28=-389/1717,7-28=-29211261, - ' 2�'� 92 rQ� 1-14=-5934/1298,8-15=205/893 RY 1 J� BOT CHORD 13-32=-2190/9644,32-33=-2190/9644,33-34=2190/9644,12-34=-2190/9644, 'I PA U1. ply 12-35=-148216630,35-36=1482/6630,11-36=-1482/6630,11-37=-2816/632, 37-38=-2816/632,10-38=-2816/632,10-39=1080/255,9-39=-1080/255 WEBS 2-13=-546/2808,2-12=-3497/819,3-12=-1258/6260,3-11=-6644/1495,11-16=-315/1373, EXPIRES: 12f31IZa I6 4-16=-315/1373,11-17=1783/8009,5-17=-1862/8365,10-18=10954/2455, 5-18=-10954/2455,10-19=-2991/649,6-19=-3204/693,9-20=-207/1229,6-20=-270/1488, 1-13=-2051/9804,9-15=-1547/365,17-18=-557/124,18-19=326/72,7-15=-251/1065 NOTES- 1)NA 2)3-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-2 rows staggered at 0-4-0 oc,Except member 4-7 2x4-2 rows staggered at 0-4-0 oc. • 04 ASV', Bottom chords connected as follows:2x6-3 rows staggered at 0-4-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. f a,r►3 3)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply 4 • L, connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. M: 4)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111 mph;TCDL=42psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS '. (envelope)gable end zone;cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 c , 5)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 p'$Ig76 rt, 6)Unbalanced snow loads have been considered for this design. �„rt\'''':::105N•19:1,6;16 ''''OiSTE 7)All plates are MT20 plates unless otherwise indicated. S G 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. s�ONAL�� 9)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. February 18,2016 Continued on page 2 I __ a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. t Design valid for use only with MTeke connectors.This design is based only upon parameters shown,and is for on individual building component,not a Irons system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall �B building design.Bracing indicated is to prevent buckdng of individual truss web and/or chord members only.Additional temporary and permanent bracing MiT®k' is always required for stability and to prevent collapse with possible personal injury and property domage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.see ANSI/TPII Qualify Criteria,DSB-89 and SCSI Building Component 250 Slug Circle Safety Irtormation available from Truss Plate Institute,218 N.Lee Sheet,Suite 312,Alexandria,VA 22314. Corona,CA 92880 SI Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741060 61600175 B01 ROOF SPECIAL GIRDER 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:35:38 2016 Page 2 ID:PkD_XJGOgL_6gjCg1 SXZKzsw5O-2Xd57mmKMj3CpFJ7h3CaHFdpWaM_fbk37LGPyzjuFp NOTES- 10)Bearing at joint(s)11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1211 lb uplift at joint 15,373 lb uplift at joint 8 and 2935 lb uplift at joint 11. 12)This truss has been designed for a moving concentrated load of 250.OIb live and 17.0Ib dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 13)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 14)Use Simpson Strong-Tie HUS26(14-10d Girder,4-10d Truss,Single Ply Girder)or equivalent at 2-0-12 from the left end to connect truss(es)to front face of bottom chord. 15)Use Simpson Strong-Tie HUS26(14-10d Girder,4-10d Truss)or equivalent spaced at 10-0-0 oc max.starting at 4-0-12 from the left end to 16-0-12 to connect truss(es)to front face of bottom chord. 16)Use Simpson Strong-Tie MUS26(6-10d Girder,4-10d Truss)or equivalent spaced at 2-0-0 oc max.starting at 8-0-12 from the left end to 14-0-12 to connect truss(es)to front face of bottom chord. 17)Use Simpson Strong-Tie HUS26(14-10d Girder,6-10d Truss,Single Ply Girder)or equivalent spaced at 4-0-0 oc max.starting at 19-0-4 from the left end to 23-0-4 to connect truss(es)to front face of bottom chord. 18)Use Simpson Strong-Tie HUS26(14-10d Girder,6-10d Truss)or equivalent at 21-0-4 from the left end to connect truss(es)to front face of bottom chord. 19)Fill all nail holes where hanger is in contact with lumber. 20)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1714 lb down and 361 lb up at 18-6-12 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-0=-64,4-7=-64,11-15=20,8-10=-20 Concentrated Loads(Ib) Vert:12=-1188(F)11=-1714(F)24=1534(F)26=-1728(F)27=-1812(F)29=-1188(F)30=-1188(F)31=-1188(F)32=1756(F)33=-2090(F)35=-2276(F)36=-2232(F) A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.10/032015 BEFORE USE mot Design void for use only with MiTek®connectors.This design is based only upon parameters shown,and is for on individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and properly damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIRP11 Quality Criteria,008-89 and BCSI Building Component 250 Klug Cade Safety Information available from truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 F.• Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741060 y 81600175 B01 ROOF SPECIAL GIRDER 1 3 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:35:38 2016 Page 1 ID:PkD_XjG0gL_6gjCg1 SXZKzsw5O-2Xd57mmKMj3CpFJ7h3CaHFdpWaM_1bk37LGPyzjuFp 1 4-9-6 1 9-6-12 1 14-4-2 1 18-5-0 1 21-7-8 1 24-10-0 1 4-9-6 4-9-6 4-9-6 4-0-14 3-2-8 3-2-8 4x4= Scale=1:91.9 5.00 FIT 4 20 4x4 19 5x10 = • \ 3 18 \� 5 21 3x6 3x6% 17 112 e 22 3x4 C 5x12 MT18H= 2 \ I/ „.„,.., 23 7 n98 1 ,�I l�tll lII`1111MMIIIMMIi!r111iii: 15 24 25 14 26 27 28 1324 30 31 t2 32 11 3. • w 2x4 A 8x8= 6x6=MUS26 8x8= 3x4= oS , o HUS26 HUS26 MUS26 7x14 MT18H= 2 r HUS26 MUS26 MUS26 3x4= HUS26 illlllirlllli 10 9 HUS26 8 3x6 II 6x8 = 204 II Special HUS26 HUS26 1 4-9.6 i 9-6-t2 1 14-4-2 19-5 o 231-271 24-160 4-9-6 4-9-6 4-9-6 3-11-2 0-1�-'I2 3-2-8 32-8 Plate Offsets(X,Y)- [1:Edae.0-2-6],[3:0-1-0,0-1-8],15:0-7-8,0-0-8],[9:0-4-0.0-4-81[10:0-4-4,0-1-81.[11:0-11.-4,0-2-81,[12:0-4-0,0-4-4J.113:0-3-0,0-4-01[14:0-3-9,0-4-41 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 027 Vert(LL) -0.09 13-14 >999 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.42 Vert(LL) -0.19 13-14 >999 180 MT18H 220/195 TCDL 7.0 Rep Stress Incr NO WB 0.97 Horz(TL) 0.02 11 n/a n/a BCLL 0.0* BCDL 10.0 Code IBC2012/TP12007 (Matrix) Weight:647 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x6 DF 2250F 1.7E*Except* end verticals. B2:2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0.- ...eingp 16xae.i. WEBS 2x4 DF Std G*Except* 6-0-0 oc bracing:11-12. ,,c011, V #f 11 ti Ess W2:2x4 DF No.1&Btr G,W9:2x6 OF 2256E 1.7E WEBS 1 Row at midpt 7-8 �\Co � GI NE9 /0 REACTIONS. (Ib/size) 15=6326/0-5-8,8=1694/0-3-8,11=13929/0-3-8 LCr Max Horz 15=155(LC 10) 89782 PE �1--- Max Uplift15=-1211(LC 10),8=373(LC 11),11=-2935(LC 10) Max Gray 15=6355(LC 16),8=1739(LC 17),11=13929(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-16=-9659/1845,2-16=-9613/1853,2-17=-6431/1365,3-17=6337/1373,3-18=-2609/601, 9 OREGON 'Nh 18-19=-2535/607,4-19=-2520/613,4-20=-2520/633,5-20=-2550/628,5-21=-344/1902, 4/4 �,� 21-22=-347/1874,6-22=-353/1831,6-23=311/102,7-23=-370/95,1-15=-5470/1086, -7,1 "4RY 6' 4, 7-8=1099/262 F'A U L ,,,-.3 BOT CHORD 14-27=-1821/8874,27-28=1821/8874,28-29=1821/8874,13-29=-1821/8874, 13-30=-1287/5906,30-31=1287/5906,12-31=1287/5906,12-32=-1837/411, 11-32=-1837/411,10-11=-375/1851,5-11=-7088/1548 WEBS 2-14=-365/2771,2-13=-3455/619,3-13=-893/4655,3-12=5058/1129,4-12=379/1726, EXPIRES: 12/31/2016 5-12=-1410/6594,9-11=118/542,6-11=-3061/682,6-9=-592/2973,1-14=-1694/9022, 7-9=-204/950 NOTES- 1)3-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-7-0 oc. PAUL RI Bottom chords connected as follows:2x6-3 rows staggered at 0-4-0 oc,2x4-1 row at 0-9-0 oc. "60*ASP,,Webs connected as follows:2x6-2 rows staggered at 0-9-0 oc,2x4-1 row at 0-9-0 oc. Y 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply /,rr . r C?� connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. ,r* .t om" ' , 3)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf,h=25ft;Cat.II;Exp B;enclosed;MWFR atal�^` (envelope)gable end zone;cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 \J 4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category It;Exp B;Fully Exp.;Ct=1 r f 5)Unbalanced snow loads have been considered for this design. `I!, 51976 w5 4) 6)All plates are MT20 plates unless otherwise indicated. O 8-{' 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. L``3, �y 8)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will 4/ONAL— fit between the bottom chord and any other members. 9)A plate rating reduction of 20%has been applied for the green lumber members. Continued on page 2 February 18,2016 F. ,... WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10103/2019 BEFORE USE. Design valid for use only with MiTeke connectors.This design is based only upon parameters shown,and is for on individual budding component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall ��S rAt. building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mi lei*` is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the Ci EC fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/filt Quality Criteria,D3S-B9 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741059 B1600175 A16 COMMON GIRDER 2 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc.Thu Feb 18 12:35:36 2016 Page 2 lD:PkD_XJGOgL_6gjCg1 SXZKzsw50-69V Ki9mWokTLyW5x?GOkUsACAis5WoZRcps9K3zjuFr NOTES- 2)3-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-7-0 oc. Bottom chords connected as follows:2x6-3 rows staggered at 0-4-0 oc. Webs connected as follows:2x4-1 row at 0-7-0 oc,Except member 24-2 2x4-1 row at 0-9-0 oc,member 3-24 2x4-1 row at 0-9-0 oc,member 23-3 2x4-1 row at 0-9-0 oc, member 4-23 2x4-1 row at 0-9-0 oc,member 22-4 2x4-1 row at 0-9-0 oc,member 6-22 2x4-1 row at 0-9-0 oc,member 20-6 2x4-1 row at 0-9-0 oc,member 20-7 2x4-1 row at 0-9-0 oc,member 20-8 2x4-1 row at 0-9-0 oc,member 19-9 2x4-1 row at 0-9-0 oc,member 9-18 2x4-1 row at 0-9-0 oc,member 18-11 2x4-1 row at 0-9-0 oc,member 11-16 2x4-1 row at 0-9-0 oc,member 16-12 2x4-1 row at 0-9-0 oc,member 12-15 2x4-1 row at 0-9-0 oc,member 15-13 2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. 3)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 4)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS(envelope)gable end zone;cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 5)TELL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 6)Unbalanced snow loads have been considered for this design. 7)All plates are MT20 plates unless otherwise indicated. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf_ 10)A plate rating reduction of 20%has been applied for the green lumber members. 11)Bearing at joint(s)19 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 12)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1749 lb uplift at joint 25,1129 lb uplift at joint 14 and 5214 lb uplift at joint 19. 13)This truss has been designed for a moving concentrated load of 250.01b live and 17.OIb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 14)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 15)Use Simpson Strong-Tie HGUS26-2(20-10d Girder,8-10d Truss)or equivalent at 7-5-7 from the left end to connect truss(es)to front face of bottom chord,skewed 0.0 deg.to the right,sloping 0.0 deg.down. 16)Use Simpson Strong-Tie HUS26(14-10d Girder,4-10d Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max.starting at 9-4-10 from the left end to 23-4-10 to connect truss(es)to front face of bottom chord. 17)Use Simpson Strong-Tie MUS26(6-10d Girder,4-10d Truss)or equivalent spaced at 2-0-0 oc max.starting at 25-2-12 from the left end to 45-1-12 to connect truss(es)to front face of bottom chord. 18)Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-7=-64,7-13=64,1-14=-20 Concentrated Loads(Ib) Vert:24=4106(F)23=-1560(F)15=1138(F)19=-1138(F)39=-1560(F)41=-1560(F)42=-1560(F)44=-1560(F)45=-1560(F)46=-1560(F)47=-1560(F)49=-1138(F) 51=-1138(F)52=-1138(F)53=-1138(F)54=1138(F)55=-1138(F)57=-1138(F)58=-1138(F)60=-1138(F) ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/0312015 BEFORE USE. mmt Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and is for an individual building component,not o truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual buss web and/or chord members only.Addilonal temporary and permanent bracing Wek" is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP11 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circe Safety Information available horn Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741059 i B1600175 A16 COMMON GIRDER 2 3 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc Thu Feb 18 12:35:36 2016 Page 1 ID:PkD_XJGOgL_6gjCg1 SXZKzsw5O-69V Ki9mWokTLyW5x?GOkUsACAis5WoZRcps9K3zjuFr 1 2-2-12 1 7-8-5 1 13-1-14 l 18-7 -7 l 24-1-0 28.2-12 30-5-9 35-8-6 I 40-11-3 46-2-0 I 2-2-12 SS9 5-5-95-5-9 5-5-9 1-1-1 5-2-13 5-2-13 5-2-15 5-2-13 ICC APPROVED FACE MOUNT HANGER(BY OTHERS)REQUIRED FOR JOINTS 23,24,15,19,39,41,42,44-46,49,51-55,57,58,60 LOADS SHOWN IN NOTES BELOW.ALL NAILS HOLES MUST BE FILLED AS 5x6 Scale=1:89.1 PER HANGER MANUFACTURERS INSTALLATION PROCEEDURE WITH A MINIMUM OF 10d(.148"X 3")NAILS OR AS REQUIRED BY THE HANGER 6x8 MANUFACTURER.FAILURE TO COMPLY MAY REQUIRE ADDITIONAL 7 8 32 CONST ERATIONS TO DISTRIBUTE LOADS BETWEEN THE PLIES 31 ^,v, 33 4xfi C 9 5.00 i 2 4x4 3x6 �� �.� ;0\ 4x6 3x6 728,_,...----- -- _,--7-- % \ f�i 35 3x6 3 / I f ���� 12 5x12 MT18H 4012 27 j \ :-./Z- ,:"---/,\ 36 11 1 26 2 13 N _ 1.1" _ T'= - �• d 37 25 38 39 40 41 42 43 4421 45 46 47 48 49 50 51 52 1753 54 55 56 57 58 54 60 24 23 22 20 ,9 ,8 16 15 14 4x6= 8x8- HUS268x8=HUS26 4x6= 10x10-MUS26 8x8= 406 6x6 = MUS26 8x8= 3x4 I l 3x6 II MUS26 HGUS26-2 HUS26 8x8= HUS26 8x12= MUS26 MUS26 MUS26 HUS26 HUS26 HUS26 MUS26 MUS26 MUS26 HUS26 MUS26 MUS26 2-2-12 1 2-0-0 11 7-8-5 1 13-1-14 1 19-7-7 I 24-1-0 21.-2-,12f 30-5-9 35-8-6 40-11-3 46-2-0 2-0-0 5-5-9 5-5-9 5-5-9 5-5-9 1- 52-13 5-2-13 5-2-13 5-2-13 0-2-12 Plate Offsets(X,Y)- [2:0-4-8,0-1-12],[3:0-2-4,0-1-8],[4:0-2-0,0-1-8],[6:0-1-8,0-1-12],[8:0-4-0,0-2-4],[9:0-2-0,0-1-8],[11:0-2-12,0-2-0],[15:0-3-9,0-4-0],[16:0-3-0,0-4-0],[18:0-3-9 .0-4-41.[19:0-4-8 0-4-01,[20:0-2-4,0-5-0],[22:0-3-0.0-4-121123:0-3-9,0-4-121.[24:0-3-9,0-4-8],[25:0-4-0,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.60 Vert(LL) -0.19 23-24 >999 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.60 Vert(TL) -0.42 23-24 >652 180 MT18H 220/195 TCDL 7.0 Rep Stress Incr NO WB 0.81 Horz(TL) 0.06 14 n/a n/a BCLL 0.0* Code IBC2012/TP12007 BCDL 10.0 (Matra) Weight:989 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x6 DF 2250F 1.7E end verticals. WEBS 2x4 DF Std G'Except' BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. W2,W5,W7,W8,W10,W13:2x4 DF No.1&Btr G W11:2x6 DF 2250F 1.7E REACTIONS. (lb/size) 25=6984/0-5-8,14=4488/0-5-8,19=21495/0-3-8 Max Horz 25=215(LC 10) Max Uplift25=1749(LC 10),14=-1129(LC 11),19=-5214(LC 11) Max Grav25=7100(LC 16),14=4555(LC 17),19=21495(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-Alt forces 250(lb)or less except when shown. TOP CHORD 1-26=-872/273,2-26=-825/279,2-27=-12639/3082,3-27=-12548/3098,3-28=-8251/2020, 4-28=-8197/2029,4-5=-2647/649,5-29=-2591/656,29-30=2579/656,6-30=2510/665, 6-31=-841/3839,7-31=-830/3893,7-32=-738/3638,8-32=-740/3617,8-33=-1245/5600, 9-33=-1261/5533,9-34=-295/1324,10-34=-300/1308,10-11=-314/1299,11-35=-2760/722, 12-35=-2824/713,12-36=5840/1457,13-36=-5890/1447,13-14=-3294/849 BOT CHORD 1-37=-235/839,25-37=-235/839,25-38=-399/839,24-38=-399/839,24-39=-2972/11583, 39-40=-2972/11583,40-41=-2972/11583,23-41=-2972/11583,23-42=1888/7574, 42-43=1888/7574,43-44=-1888/7574,22-44=-1888/7574,22-45=-551/2391, 21-45=-551/2391,21-46=-551/2391,46-47=-551/2391,20-47=-551/2391, �� r0 PR Ofi Ss 20-48=-4941/1458,19-48=-4941/1458,19-49=-1207/441,49-50=1207/441, fi 5 1, 1,18-52=514/2550, 177-53=-514/2550,17-54=-514/2550,16-54 514/2550,16-55=1295 98, �.550, CJ , 1 N4- k)/0 /O1, 55-56=1297/5398,56-57=-1297/5398,15-57=-1297/5398 4+ 9 WEBS 2-25=-6689/1737,2-24=2607/10884,3-24=-898/3847,3-23=-4669/1252, c 89782 P E f 4-23=-1681/6989,4-22=-7342/1917,6-22=-2444/10007,6-20=10032/2575, "�a W vy� 7-20=-2557/559,8-20=-3068/12714,8-19=-14020/3448,9-19=-6914/1803, . � ',�✓ 9-18=-1693/6931,11-18=4988/1340,11-16=-1106/4616,12-16=3294/900, p 12-15=-567/2553,13-15=-1315/5472 17 OREGON 'qtr' NOTES- S^Q +G9 FJ 12, Q� A 7 7. 1)Na PAUL T*,44 RC1 7sTE .4'„s=1 1oNAL,14� EXPIRES: 12/31/2016 Continued on page 2 February 18,2016 t f ,, AWARNING-Verify design parameter:and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.1847312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing k Mite " is always required for stability and to prevent collapse with possible personal injury and properly damage.For general guidance regarding the �1r� n fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/Mil Quality Criteria,0.58-89 and SCSI Building Component 250 King Circle Safety iniarmation available from Truss Plate Institute,218 N.lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Oty Ply EPR Design-Memory Care K1741058 81600175 A15 Roof Special Girder 2 2 Job Reference(optional) f Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:3532 2016 Page 2 ID:PkD_XjGOgL_6gjCg1 SXZKzsw5O-DOFgsojOkW zwUuo9mQyoKO?Xn5RRa_JshBuxBlzjuFv NOTES- 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 10)A plate rating reduction of 20%has been applied for the green lumber members. 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1235 lb uplift at joint 24 and 546 lb uplift at joint 14. 12)This truss has been designed for a moving concentrated load of 250.0Ib live and 17.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 13)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 14)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 15)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)335 lb down and 111 lb up at 0-6-12,and 750 lb down and 157 lb up at 2-6-12,and 3568 lb down and 785 lb up at 4-5-15 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-64,2-8=-64,8-13=-64,13-24=-20 Concentrated Loads(Ib) Vert:4=-3533(F)28=-271 30=-715(F) � t .... AWARMNG-Verity design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERENCE PAGE Ml1-7473 rev.1010312015 BEFORE USE. Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and s for on individual budding component,not . a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.tracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,derrvery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSS-89 and SCSI Budding Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.tee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741058 B1600175 A15 Roof Special Girder 2 2 L Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:35:32 2016 Page 1 ID:PkD_XjGOgL_6gjCg 1 SXZKzsw5O-DOFgsojOkWzwUuo9mQyoKO?Xn5RRa_JshBuxBlzjuFv t-tt-121 45-15 7-6-2 1 14-9-9 22-1-0 29-4-7 1 36-7-13 43-11-4 146-2-0 1 t-it-12 2-63 3-0.3 7-3-7 7-3-7 7-3-7 7-3-7 7-3-7 2-2-12 Scale=1:82.2 5x6= 5.0012 8 3q �.„ 35 3x8% 7 Special 6 �/ \ 10 Y 3x4 = 5 / 11 6x6=Special 32\ --• 5x8= / \\ 36 3 31 4 26 1 -II, 2x4 =\\ - - _ w � 12 r. ••a 3713 cJ �\ fl N Q 24 38 23 39 22 40 21 41 20 42 1,A3 18 17 4416 45 15 46 14 47 8x8= 4x6= 4x4= 4x4= 4x6= 4x8= 4x6= 4x4= 5x6= 2x4 I I 4x6= 46-2-0 i-Ii-t2 1 4-5-15 7b2 1439 i _22-1-0 1 29-4-7 36-7-13 1 43-11-4 4.44'0 1 i-11-12 2-6-3 3-0.3 7-3-7 7-3-7 73-7 7-3-7 73-7 04-12 2-0-0 Plate Offsets(X.Y)- [1:0-2-12,0-1-81[2:0-2-12.0-3-0].[12:0-2-8,0-1-81,[23:0-3-9,0-4-01(24:0-4-0,0-1-8} LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.63 Vert(LL) -0.17 20-21 >999 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.77 Vert(TL) -0.40 20-21 >999 180 TCDL 7.0 Rep Stress Incr NO WB 0.89 Horz(TL) 0.11 14 n/a n/a BCLL 0.0* Code IBC2012/TP12007 (Matrix) Weight:590 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-0-14 oc purlins, except BOT CHORD 2x6 DF No.2 end verticals,and 2-0-0 oc purlins(5-9-3 max L12_ WEBS 2x4 DF Std G*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0•- . .eingp hxee• W2,W5:2x4 DF No.1&Btr G,W4,W8,W6:2x6 DF No.2 6-0-0 oc bracing:14-15,13-14. ,`�� V VV Fs� � 1AG(NE - /O REACTIONS. (Ib/size) 24=5961/0-5-8,14=2424/0-5-8 Max Horz 24=-235(LC 11) 4Cr -j� Max Uplift24=1235(LC 10),14=-546(LC 11) 89782PE c-- Max Grav24=6267(LC 28),14=2424(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-24=-6053/1200,1-28=-5997/1179,28-29=5998/1179,2-29=5998/1179, 2-30=-9948/1974,3-30=9674/1930,3-31=-9078/1804,4-31=9044/1809, $� OREGON *� 4-32=-7593/1496,5-32=7489/1504,5-6=5061/1000,6-7=490611013,7-33=-3223/725, ' ' �(� Q� 33-34=-3133/727,8-34=-3113/737,8-35=3113/730,9-35=3222/721,9-10=3646/835, '1,9L 'QRY I 4Q 10-11=-3807/814,11-36=-3873/852,12-36=3967/840,12-37=-483/388,13-37=-530/382 '1 PAUL „1J BOT CHORD 23-39=-1412/6545,22-39=-1412/6545,22-40=1876/8895,21-40=1876/8895, 21-41=1459/7073,20-41=-1459/7073,20-42=-880/4538,42-43=880/4538, 19-43=-880/4538,18-19=-880/4538,18-44=-520/3442,17-44=520/3442, 16-17=-520/3442,16-45=-669/3575,15-45=-669/3575,15-46=339/526,14-46=339/526, EXPIRES: 12/31/2016 14-47=339/526,13-47=339/526 WEBS 1-23=-1639/8335,2-23=-5978/1220,2-22=-58412938,22-25=-1601/344,4-25=-1601/344, 4-26=-2636/695,21-26=-2613/682,21-27=-343/1905,5-27=-343/1905,5-20=-28781657, 7-20=-22211519,7-18=-23941603,8-18=-398/2067,9-18=-963/364,9-16=0/428, 11-16=315/169,11-15=-308/175,12-15=-555/3082,12-14=2130/607,3-25=628/137 NOTES- Ov WAS . 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: W Top chords connected as follows:2x4-2 rows staggered at 0-2-0 oc. rAf".� S.�►CJO Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. t, • •7 "`+" 1; Webs connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. -1‘11, 3)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS 'd*P 51976 ., (envelope)gable end zone;cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 0 1'COFS f ER�v 5)Unbala4)TCLL:nced nowt ads have sf(flat roof snow);Category been considered for this design. B;Fully Exp.;C1 1 �S*VONALE�0 6)Provide adequate drainage to prevent water ponding. 7)All plates are 3x6 MT20 unless otherwise indicated_ Continued on page 2 February 18,2016 t I AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MrIEN REFERENCE PAGE MII-74T3 rev.10/03/2015 BEFORE USE. 1••••• Design valid for use only with MTek®connectors.Tho design is bused only upon parameters shown,and is for an individual building component,not t a buss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual tmss web and/or chord members only.Additional temporary and permanent bracing MiTek` is always required for stabtity and to prevent collapse with possible personal injury and properly damage.For general guidance regarding the ����r■� n fabrication,storage,delivery,erection and bracing of trusses and buss systems,see ANSI/TPll(Wanly Criteria,DOS-B9 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741057 B1600175 A14 Common 7 1 Job Reference(optionaj w Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:35:30 2016 Page 2 ID:PkD_XJGagL_6giCg1 SXZKzsw5O-H783R6hlDujCEbenf?vKFbw7cHkd68hZDtPr7PzjuFx NOTES- 8)This truss has been designed for a moving concentrated load of 250.OIb live and 17.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 9)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. • 1 f ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/832015 BEFORE USE. Nut Design valid for use only with MTem S connectors.This design is based only upon parameters shown,and is for on individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing M'Tek` is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the �r, fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/Tel Quality Criteria,DSB-84 and RCS Building Component 250 Klug Circle Safety Irdormallon available from Truss Plate Institute,218 N.Lee Street,Suite 312 Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Oty Ply EPR Design-Memory Care K1741057 B1600175 A14 Common 7 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7-640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:35:30 2016 Page 1 ID:PkD_XJGogL_6gjCgl SXZKzsw5O-H?83R6hIDujCEbenf?vKFbw7cHkd68hZDtPr7PzjuFx 2-2-12 9-5-14 I 17-3-12 24-1-0 30-10-4 i 38-8-2 l 45-11-448-2.0 2-2-12 7-3-2 7-9-14 6-9-4 6-9-4 7-9-14 7-3-2 2-2-12 Scale=1:82.5 5x6 = 5.00 12 6 ii 6 27 3x6% 25 2/ \28 3x6 2 5x8 WB% 245- 7\\ 5x8 WB 4 \ 8 • 3x6 •saj: 3x6 O �, 9_= 23 30 4x6 22 31 4x6 Or 2 \ 10 1 21 \ --- 1t 32 0 33 2034 19 35 18 17 36 16 15 37 14 38 13 39 12 40� o 4x6 =2x4 4x6 = 3x6= 5x8 3x8 = 5x8 3x6= 4x6= 2x4 I 14x6= 2-2-12 48-2-0 I 2-0-0 I _ 4514 I 17-3-12 I 24-1-0 H30-10-4 _ ___. I 38-8-2 45-11-4 _ 46 Q 2-o-0 7-3-2 7-9-14 6-9.4 6-9-4 7-9-14 7-3-2 aj-12 0-2-12 2-0-0 Plate OffsetsjX Y)— 12:0-2-4.0-1-121,[10:0-2-4,0-1-121.[13:0-2-4.0-1-8j,[19:0-2-4,0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (hoc) t/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 IC 0.86 Vert(LL) -0.26 18-19 >999 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.86 Vert(TL) -0.64 18-19 >823 180 TCDL 7 0 Rep Stress Ina YES WB 0.58 Horz(TL) 0.14 12 n/a n/a BCLL 0.0* Code IBC2012/TPI2007 (Matrix) Weight:256 lb FT=10% BCDL 10.0 LUMBER- . BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purtins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bract 4 WEBS 2x4 DF Std G*Except* WEBS 1 Row at midpt 7-16,9-14, +8PR W2:2x4 DF No_186tr G Mllek recommends that Stabil' a • OF .• OTHERS 2x4 DF No.1&Btr G be installed during truss erect. SD-7:1:7, o,S.r. Vet . . `,Cl a Installation guide. C? 1 REACTIONS. (lb/size) 12=2023/0-5-8,20=2023/0-5-8 ct- 89782PE Si".. Max Horz 20=195(LC 16) Max Upliftl2=-461(LC 13),20=461(LC 12) Max Gray 12=2027(LC 19),20=2027(LC 18) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. .- �R�G�N -4 TOP CHORD 1-21=-3321552,2-21=-321/558,2-22=-3146/674,22-23=-3057/677,3-23=-3056/690, 3-4=-2857/713,4-24=-2745/724,5-24=-2653/727,5-25=-2246/658,25-26=-2163/667, -9 �AlRY 1 'Z . 667, 8-29=-2745/724,8-97-2857/713,9-30=-3056/690, 8 30 31 -3057 677,10-31=3146 674, PA UL k 10-32=-321/558,11-32=-332/552 BOT CHORD 1-33=-493/299,20-33=-493/299,20-34=-493/299,19-34=493/299,19-35=-705/2822, 18-35=-705/2822,17-18=-512/2558,17-36=512/2558,16-36=512/2558, EXPIRES: 12/31/2016 16-37=-435/2558,15-37=-435/2558,14-15=-435/2558,14-38=512/2822, 13-38=-512/2822,13-39=-493/299,12-39=-493/299,12-40=-493/299,11-40=-493/299 WEBS 6-16=-296/1317,7-16=-1015/366,7-14=-10/453,9-14=388/216,10-13=-573/2664, 10-12=-18821613,5-16=-1015/366,5-18=-10/453,3-18=-388216,2-19=-573/2664, 2-20=-18821613 NOTES- • PAUL t� 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS '• of WAST (envelope)gable end zone and C-C Exterior(2)0-0-0 to 4-9-13,Interior(1)4-9-13 to 19-3-3,Exterior(2)19-3-3 to 24-1-0,Interior(1) w itri J G' 28-10-13 to 43-4-3 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumberfy ,s DOL=1.60 plate grip DOL=1.60 1 `A�"' �2 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1J 3)Unbalanced snow loads have been considered for this design. • 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. A /4`; 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will y:1` p,51976 4 w fit between the bottom chord and any other members,with BCDL=10.0psf. "tC4 ` 0.(SISO ,,' 6)A plate rating reduction of 20%has been applied for the green lumber members. 4' G 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 461 lb uplift at joint 12 and 461 lb uplift at 4;9 7) joint 20. Continued on page 2 February 18,2016 e � ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED WEK REFERENCE PAGE 114I1-7473 rev.10103/2015 BEFORE USE. MN Design valid for use only with MiTekS connectors.This design is based only upon parameters shown.and is for on individual budding component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Milek° is always required for stability and to prevent collapse with possible personal injury and properly damage.For general guidance regarding the Milt*. fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available ham Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741056 B1600175 A13 Common 7 1 Job Reference(optional) P Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 1235:28 2016 Page 2 1D:PkD_XJGogL_egjCgl SXZKzsw50-LcOJ1 QgVhHTU?HUOXatsAAr1ZU3?eE6GmZwk2XzjuFz NOTES- 9)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. • A I ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MA-7473 m.1010312015 BEFORE USE. ' Design vadd for use only with M7eke connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/T711 Qualify Criteria,D38-89 and SCSI Budding Component 250 Klug Cirde Safety Information available tram Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 '5 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741056 81600175 A13 Common 7 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc- Thu Feb 18 12:35:28 2016 Page 1 I D:P kD_XJGOgL_6gjCg 1 SXZKzsw50-Lc0J 1 Qg V h HTU3 HU OXatsAArIZU3?eE6GmZwk2XzjuFz 9-6-3 I 17-5-0 I 24-1-0 I 30-9-0 I 38-7-13 _-, I 46-2-0 I 9-6-3 7-10-13 6-8-0 6-8-0 7-10-13 7-6-3 Scale=1:79.2 5x6=- 5-00 5-00 12 6 _,>,,,,------ -----„,,..., 27 3x6% 25 \ 28 3x6 5x8% 5 7 29 5x8 24 "\ 30 423 ---„.1-::::,,._.„...,..„...„, B 3x6% /ij \ 3x6 3 / \\9 22 v ../ �\\32 4x6 21 �/ 4x12 ,,------ �� 10 1 20 21j" - \\� Ir 33 34 35 16 36 14 37 38 39 19 18 17 15 13 12 11 4x6=2x4 4x6= 3x6= 5x8 = 3x8= 5x8 3x6 = 4x8= 3x6 II 2-2-12 I a0 I i 9-63 1 17-5-0 I 30-9-0 I 38-7-13 I 46-2-0 I 20-0 7-3-7 7-10-13 13-4-0 7-10-13 7-6-3 0-2-12 Plate Offsets(X.Y)- [2:0-2-4.0-1-121,[12:0-3-9,0-1-8),[18:0-2-4,0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.96 Vert(LL) -0.27 12-13 >999 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.87 Vert(TL) -0.65 17-18 >803 180 TCDL 7.0 Rep Stress Inc( YES WB 0.59 Horz(TL) 0.14 11 n/a n/a BCLL 0.0* Code IBC2012/TPI2007 (Matrix) Weight:248 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 OF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc brad . WEBS 2x4 DF Std G'Except' WEBS 1 Row at midpt 7-15,9-13, • .7P R W8,W2:2x4 DF No.1&Btr G,W9:2x6 DF No.2 MiTek recommends that Stabjli �. , QFC be installed during truss erect.rt,,$).7-", ..•,•-r its o.+ - eb Installation guide. C? I" REACTIONS. (lb/size) 11=1831/0-5-8,19=2028/0-5-8 cr 89782 P E -37,... Max Holz 19=219(LC 12) Max Uplift 11=-406(LC 13),19=-461(LC 12) Max Gray 11=1835(LC 19),19=2028(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 8• 40 TOP CHORD 1-20=-333/552,2-20=-322/558,2-21=3157/680,21-22=-3069/683,3-22=-3068/695, 9 OREGON o` 3-4=-2842/719,4-23=-27481719,2324=-2745/732,5-24=-2648/733,5-25=-2256/668, -1,9 c'.GI Ry A6,�' ,' 25-26=-2174/677,6-26=-2154/685,6-27=-2154/684,27-28=-2173/676,7-28=-2255/667, /�- `�� 7-29=-2663/748,29-30=-2753/745,8-30=-2778/735,8-9=-2870/725,9-31=-3091/745, PA U L 31-32=-3115/734,10-32=-3187/731,10-11=1775/481 BOT CHORD 1-33=-493/300,19-33=-493/300,19-34=-493/300,18-34=-493/300,18-35=-730/2833, 17-35=-730/2833,16-17=-533/2536,16-36=533/2536,15-36=533/2536, EXPIRES: 12/31/2016 15-37=485/2565,14-37=-485/2565,13-14=-085/2565,13-38=616/2892, • 12-38=-616/2892 WEBS 6-15=-307/1331,7-15=-1022/366,10-12=-621/2917,7-13=-20/461,9-13=418/235, 2-18=-584/2675,5-15=-988/365,5-17=11/454,3-17=-392/220,2-19=1880/613 NOTES- yAUL Rtfr 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)0-0-0 to 4-7-6,Interior(1)4-7-6 to 19-5-10,Exterior(2)19-5-10 to 24-1-0,Interior(1) 28-8-6 to 41-3-14 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber ,z,..0Vw "xGi,, DOL=1.60 plate grip DOL=1.60 of ,.Ir -! '_2 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 ' •,.00-•;,-- 1, 3)Unbalanced snow loads have been considered for this design. ` , 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ler 5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ,,t) I r fit between the bottom chord and any other members,with BCDL=10-0psf. , 51976 4 {V4- 6)A plate rating reduction of 20%has been applied for the green lumber members. 0t,,, 4'orsis ' 7)Provide id1le mechanical connection(by others)of truss to bearing plate capable of withstanding 406 lb uplift at joint 11 and 461 lb uplift at ssIQNAL0 jo 8)This truss has been designed for a moving concentrated load of 250.0Ib live and 17.01b dead located at all mid panels and at all panel Continued along 9e Top Chord and Bottom Chord,nonconcurrent with any other live loads. February 18,2016 / P� r r.INI A,WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE 848-7473 rev.10/03/2015 BEFORE USE. mit Design void for use only with MiTek®connectors.This design is based only upon parameters shown,and is for on individual budding component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mil®(F" n is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Y Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741101 B1600175 F03 California 2 2 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:37:15 2016 Page 2 ID:PkD_XJGOgL_6gjCg1 SXZKzsw5O-iC_mUoycU9xtLkAylZly?km8CcZYCXdONiKuJgzjuEt NOTES- 6)Provide adequate drainage to prevent water ponding. 7)All plates are MT20 plates unless otherwise indicated. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10)A plate rating reduction of 20%has been applied for the green lumber members. 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)20=1385,13=746. 12)This truss has been designed for a moving concentrated load of 250.DIb live and 17.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 13)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 14)Graphical purtin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 15)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)4143 lb down and 1434 lb up at 10-4-7 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-4=-64,4-5=-64,4-9=64,9-10=-64,9-12=-64,1-12=-20 Concentrated Loads(lb) Vert:18=-4143(F) e I Na WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEN REFERENCE PAGE 1111-7473 rev.10503/2015 BEFORE USE. Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and is for on individual building component,not .. a truss system.Before use,the building designer must verity the applicability of design parameters and property incorporate this design into the overall building design.Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the �s fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/7P11 QuaMy Criteria,DSS-89 and SCSI BuiMing Component 250 Klug Crede Safely Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Corona,CA 92880 w Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741101 • �„ 61600175 F03 California 2 2 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 S Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:37:15 2016 Page 1 tD:PkD_XJGOgL_6gjCg1 SXZKzswSO-iC_mUOycU9xILkAylZly?km8CcZYCXdONiKuJgzjuEl I 5-9-3 1 9-3-10 _1 11-10-15 I 16-2-9 I 23-0-3 1 27-2-9 1 29-9-14 1 _-_ 39-1-8 I 5-9-3 3-8-7 2-7-5 43-10 6-9-11 4-2-6 2-7-5 9-3-10 Scale=1:69.7 7x14 MT18H \\ 4x12= 10 5.00 12 5 4x4 = 4x8 = 5x6 4 6 8 C\ 9 5x12 MT18H i25 .z �. -� . « El . .� . 3 2� 26 27 29 30 31 7 36 0 33 34 \�35 ,/? 2x4 II 2223 ;,\ \ ��___::::,,.,_____37 4x6 N 21 2 % `` / 11 O 1 / \, ` / �/ \, TY _ --- �'! 38 1239 1 xv � I Ea 4 0. Ili 40 2, 41 t9 18 42 43 17 16 44 15 45 14 46 13 47 6 4x6= 6x8= 4x12 114x6 - 5x12 MT18H= 294 H8x8= 3x6 4x6= 4x6= 2-0-0 2- 39-1-8 2' -0004-12 7-0-14 �3 31 510-2 1 -13 57--14 6-9-114_ 37 142 3 -8 2.tM Plate Offsets(X,Y)- 111:0-2-0,0-2-01.113:0-4-0,0-1-81 120:0-3-9,0-4-4] LOADING(psf) SPACING- 2-0-0 CSI. DEFL- in (Ioc) I/defl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.54 Vert(LL) -0.28 15-17 >999 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.90 Vert(TL) -0.59 15-17 >707 180 MT18H 220/195 TCDL 7.0 Rep Stress Incr NO WB 0.97 Horz(TL) 0.15 13 n/a n/a BCLL 0.0* BCDL 10.0 Code IBC2012/TP12007 (Matrix) Weight:473 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G`Except* TOP CHORD Structural wood sheathing directly applied or 4-3-6 oc purlins,except 72,73:2x6 DF No.2 2-0-0 oc purlins(4-8-1 max.):4-9. BOT CHORD 2x6 DF No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0iAp-P R��F s WEBS 2x4 DF Std G V REACTIONS. (lb/size) 20=4971/0-5-8,13=2774/0-5-8 ��� k. G IN��� /©,y Max Horz 20=95(LC 16) 444 Max Uplift 20=1385(LC 8),13=-746(LC 9) C' 89782PE 91-- Max Gray 20=5420(LC 30),13=3223(LC 30) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-21=-649/350,21-22=637/353,2-22=-627/358,2-23=-755/303,3-23=720/319, 3-24=9785/3711,24-25=-9779/3716,4-25=-9767/3721,4-26=10194/4081, 9 OREGON Qr*t" 26-27=-10194/4081,27-28=-10194/4081,6-28=-10194/4081,6-29=10223/3830, 29-30=10223/3830,30-31=-10223/3830,7-31=10223/3830,7-8=-10223/3830, 'VA? xl R�' .�'��¢'‘I- 8-32=-4895/2293,32-33=-4895/2293,33-34=-4895/2293,9-34=-4895/2293, 'i 1°A U L �� NI 9-35=-5324/2184,35-36=-5324/2174,36-37=-5330/2173,11-37=5368/2166, 11-38=-606/371,38-39=-643/365,12-39=-688/362 BOT CHORD 1-40=-305/639,20-40=-305/639,20-41=-2561/7201,19-41=-2561/7201, 19-42=3431/9212,18-42=-3431/9212,18-43=-3473/10223,17-43=3473/10223, EXPIRES: 12/31/2016 16-17=2863/8439,16-44=-2863/8439,15-44=-2863/8439,15-45=-2863/8439, 14-45=-2863/8439,14-46=-324/693,13-46=-324/693,13-47=-324/693,12-47=-324/693 WEBS 2-20=-624/320,4-18=1218/4098,4-19=-1094/606,6-17=-916/393,8-17=695/2309, 9-14=-253/1452,8-15=0/401,8-14=-4041/1058,11-14=-1940/4389,11-13=-2917/1131, 6-18=-473/1253,3-19=-1012/2354,3-20=7978/2956 PAUL R r • NOTES- 1~ANAs_`i t�t� 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-7-0 oc,2x6-2 rows staggered at 0-9-0 oc. / C> Bottom chords connected as follows:2x6-2 rows staggered at 0-2-0 oc. �+ +h. O • Webs connected as follows:2x4-1 row at 0-9-0 oc,Except member 11-13 2x4-1 row at 0-7-0 oc. • / ',' 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply \ connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. g, .r 3)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS "d•P 51976 <y (envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-10-15,Interior(1)3-10-15 to 6-4-9,Exterior(2)6-4-9 to 11-10-15,Interior(1) 0{ -,.t•7/STEW 14-11-13 to 24-1-11,Exterior(2)27-2-9 to 39-1-8 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for .es' reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 Ss), ,.,14C.1 4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 5)Unbalanced snow loads have been considered for this design. Continued on page 2 February 18,2016 t 1 /111.• WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.1010312015 BEFORE USE. . Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and is for an individual building component,notmil a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing IYI R 'Tel.` is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the R fabrication,storage,delivery,erection and bracing of trusses and truss systems,see At45I/TPlt Quality Criteria,058-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Oty Ply EPR Design-Memory Care K1741099 81600175 F01 (ROOF SPECIAL GIRDER 2 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:37:12 2016 Page 2 ID:PkD_XjGOgL_6gjCg1 SXZKzsw50-Idlds_wkBEZkUGRNdQIFN68hpPIR7Hnag16EiVzjuEL NOTES- 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b)10=1046,16=649. 12)This truss has been designed for a moving concentrated load of 250.01b live and 17.Olb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 13)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 14)Graphical purlin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord. 15)Use Simpson Strong-Tie LUS26(4-10d Girder,4-10d Truss)or equivalent at 18-3-4 from the left end to connect truss(es)to back face of bottom chord. 16)Use Simpson Strong-Tie LUS24(4-10d Girder,2-10d Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max.starting at 19-6-12 from the left end to 27-0-12 to connect truss(es)to back face of bottom chord. 17)Fill all nail holes where hanger is in contact with lumber. 18)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)99 lb down and 112 lb up at 19-6-12,76 lb down and 129 lb up at 21-0-12, 76 lb down and 129 lb up at 23-0-12,and 176 lb down and 174 lb up at 25-0-12,and 130 lb down and 139 lb up at 27-0-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-64,3-4=-64,3-9=-64,1-10=-20 Concentrated Loads(Ib) Vert:12=-916(B)11=146(B)8=35 23=29 25=35 26=-106 28=60 33=-9(B)35=146(B)36=32(B)38=-32(B) • o A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED UTTER REFERENCE PAGE ABI-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not ,. a truss system.Before use,the building designer must verity the applicability of design parameters and property incorporate this design into the overaN A building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTeIC is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/Tell Quality Criteria,D8B-84 and SCSI Building Component 250 Klug Cede Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Cororr,CA 92880 N. Job Truss Truss Type Qty Ply EPR Design-Memory Care 1(1741100 91600175 F02 Half Hip 2 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:37:13 2016 Page 1 lD:PkD_XjGOgL_6g)Cg 1 SXZKzsw5O-mps73KxMyYhb5O0aB8GUWJhitowXkePjvPrnFxzjuEK 1 2-2-12 1 9-5-15 9-10-15 15-9-15 I 22-1-12 I 28-7-8 I 2-2-12 7-3-3 0-5- 5-11-0 6-3-13 6-5-12 Scale=1:50.5 5x12 MT18H 3x8— 3x6 — 2x4 II 5.00 T2 3 [xi 18 X19 Z�4 22 ►�' �4 526 �A 27 �� 16 17 / \ � v 3x8 i /� \ v MA i 15j /_ 1 131.>A; _..__- .__—.MINI 5-1 r.� 28 t 29 11 10 9 30 8 31 7 12 3x6—. 2x4 II 5x8= 5x8 WB- 2x4 II 3x4= 5x6= 1 2-0-0 2-2-12 9-5-15 I -. 15-9-15 I22-1-12 28-7-8 I 2-0-0 0-2-12 7-3-3 6-3-15 6-3-13 6-5-12 Plate Offsets(X.Y)— [2:0-3-8,0-1-8],[3:0-3-10.0-2-81.[5:0-2-8.0-1-81,.[7:0-3-0,0-2-121,111:0-4-0,0-1-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (toc) 1/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.91 Vert(LL) -0.17 7-8 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.74 Vert(TL) -0.33 9-11 >946 180 MT18H 220/195 TCDL 7.0 Rep Stress Ina YES WB 0.95 Horz(TL) 0.09 7 n/a n/a BCLL 0.0* Code IBC2012/TPI2007 (Matrix) Weight:142 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied, except end verticals,and BOT CHORD 2x4 DF No.1&Btr G 2-0-0 oc purlins(2-8-10 max.):3-6. WEBS 2x4 OF Std G BOT CHORD Rigid ceiling directly applied or 6-0-0 0 • i ig.P R�F OTHERS 2x4 DF No.1&Btr G WEBS 1 Row at midpt 5-7 �� 1J k's, MiTek recommends that Stab''ff. r. •i'••-. ,.z_ .. be installed during truss ere, l r • ..dance with S..11i Ii Installation guide. Ct. 89 782 P E 9C' REACTIONS. (lb/size) 7=1726/Mechanical,12=1428/0-5-8 Max Horz 12=174(LC 67) Max Uplift7=-602(LC 8),12=380(LC 8) Max Gray 7=1887(LC 26),12=1674(LC 27) 940 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. //OREGON O„, Q' TOP CHORD 1-13=-355/532,13-14=-334/534,2-14=-330/540,2-15=-2191/552,15-16=-2182/559, ..;17,46,, °ARY A 6,1”((,,<Z"16-17=-2151/561,3-17=-2142/570,3-18=-1976/580,18-19=-1976/580,19-20=1976/580, /y0 4-20=-1976/580,4-21=-2338/767,21-22=-2338/767,22-23=2338/767,5-23=-2338/767, PA J L 6-7=396/167 BOT CHORD 1-28=-473/402,12-28=-473/402,12-29=-473/402,11-29=-073/402,10-11=-808/2835, 9-10=-808/2835,9-30=-808/2835,8-30=-808/2835,8-31=767/2338,7-31=767/2338 EXPIRES: 12/31/2016 WEBS 2-12=-1589/588,2-11=-408/1818,3-11=-39/420,4-11=-1008/321,4-9=0/385, 4-8=-695/280,5-8=-61/508,5-7=-2745/900 NOTES- 1)Wind:ASCE 7-10;Vutt=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 5-4-13,Exterior(2)5-4-13 to 9-7-12,tnterior(1) 13-10-10 to 25-5-12 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber • DOL=1.60 plate grip DOL=1.60 -f WAS 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1p 3)Unbalanced snow loads have been considered for this design. O 4)Provide adequate drainage to prevent water ponding. • 5)All plates are MT20 plates unless otherwise indicated. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. /` ,`r 7)*This truss has been designed for a live load of 20 0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will 5-o $1976 ,� fit between the bottom chord and any other members. 8)A plate rating reduction of 20%has been applied for the green lumber members. LISTER 9)Refer to girder(s)for truss to truss connections. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(t=lb)7=602, s i©NAL ZS 12=380. Continued on page 2 February 18,2016 s, AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MB-7473 rev.10/03/2015 BEFORE USE. Mu Design valid for use only with Mifekffi connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Milek• is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPft Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 -K Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741100 B1600175 F02 Half Hip 2 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:37:13 2016 Page 2 ID:PkD_XJGOgL_6gjCg1 SXZKzsw5O-mps?3KxMyYhb5Q0aB8GUwJhitowXkepjvPrnFxzjuEK NOTES- 11)This truss has been designed for a moving concentrated load of 250.OIb live and 17.Olb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 12)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 13)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 14)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 167 lb up at 19-6-12,226 lb down and 222 lb up at 21-0-12,289 lb down and 227 lb up at 23-0-12,and 213 tb down and 183 lb up at 25-0-12,and 280 lb down and 200 lb up at 27-0-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(pit) Vert:1-3=-64,3-6=-64,1-7=-20 Concentrated Loads(Ib) Vert:22=-34 23=-156 24=219 25=-143 27=210 WARNING-Vdesigni g parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.iDN32015 BEFORE USE. Design valid for use only with Welke connectors.This design is based only upon parameters shown,and is for an individual budding component,not a truss system.Before use,the budding designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` o always requaed for stability and to prevent collapse with possible personal injury and properly damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/IPI1 QuoBty Criteria,DSB-89 and BCSI Building Component 250 Slug Circle Safety Infomsotion available horn Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type qty Ply EPR Design-Memory Care K1741098 B1600175 507 GABLE 1 1 Job Reference(optional) '{ Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:37:09 2016 Page 2 ID:PkD_XJGOgL_6gjCgl SXZKzswtO-t2cUDyusuJB9dpioylBYmTWASBXrosF7_nta5AzjuEO NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.It;Exp B;enclosed;MWFRS(envelope)gable end zone and C-C Exterior(2)-2-0-0 to 1-9-13,Interior(1)1-9-13 to 16-1-0,Exterior(2)16-1-0 to 19-11-10,Interior(1)24-1-0 to 34-2-7 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSUTPI 1. 3)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 4)Unbalanced snow loads have been considered for this design. 5)All plates are 2x4 MT20 unless otherwise indicated. 6)Gable studs spaced at 2-0-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 9)A plate rating reduction of 20%has been applied for the green lumber members. 10)Refer to girder(s)for truss to truss connections. 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)32=410,21=342. 12)This truss has been designed for a moving concentrated load of 250.01b live and 17.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 13)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MN-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mirekt®connectors.This design is based only upon parameters shown,and is for an individual buiding component,not ,. a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated v to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/T011 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Informalion available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 '--- Job Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741098 1,,, B1600175 ED7 GABLE 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:37:09 2016 Page 1 ID:PkD_X_IGOgL_6gjCg1 SXZKzsw50-t2cUDyusuJB9dpioyIBYmTWASBXrosF7_nta5AzjuE0 1-2-0-0 I 5-8-6 I 13-1-0 I 20-1-0 I I 3487151 4-5-10 1 38-2-0 1 2-0-0 5-8-6 7-4-10 7-0-0 7-4-10 3-8-6 5x8 Il Scale=1:70.4 500 12 66 11 67 12277:°114)1 10 �1, 68 65 , \'\\\ 13 9 \ 69 3x4%g3 6414 3z4 3x6 19 70 3x6 C 7 62 - 3 41 -,,„.„.„„_:, ,,,.,a,6941. \ 7116 5/ 33 8 48 17 72 • 4 6 41 / ,'�'/ 4x6 ���• 48 4.. / - t8 73 3x6 • 4x_„3.--------- /�/ / / 8x12\\ \i. 39 ./1/4 3 19 74 4L,,,R. 50 75 / 20 58 59 \x\` 462 I I \ 55 2 .\ .-'..4 \ / 4x8 \� // T i 45 .1 57 j-�"�0� / \ N d _,/ v-_ 8 toy N 35 5x12- ',Di =a Si L., _ ,17i 0 0 t->f 76 32 77 31 30 78 2979 80 28 27 81 82 83 26 25 84 24 85 23 86 22 87 21 3x6 = 3x8= 3x4 3x4 = 3x6= 3x4= 3x4= 3x6= 4x8 = 3x6 = 4x8 i 7-7-12 I 15-9-9 1 20-1-0 I 24-4-7 1 32-11-4 I 38-2-0 1 7-2-12 8-6-13 4-3-7 4-3-7 8-6-13 5-2-12 Plate Offsets(X,Y)- [11:0-1-12,0-2-8],[24:0-3-0,0-2-0],[27:0-1-12,0-1-8],[33:0-1-2,0-1-4],[34:0-5-0,0-2-0],[35:0-5-3,0-0-5],[38:0-4-0,0-4-0],[40:0-1-12,0-1-1],[41:0-1-12,0-1-1], 142:0-1-12,0-1-11[45:0-1-12,0-1-11.148:0-1-12,0-1-11,[49:0-2-0,0-0-121.150:0-1-12,0-1-1].152:0-1-12,0-1-11 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (toe) 1/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.36 Vert(LL) -0.33 26-27 >999 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.85 Vert(TL) -0.65 27-29 >701 180 TOOL 7.0 Rep Stress Incr YES WB 0.77 Horz(TL) 0.13 21 n/a n/a BOLL 0.0* Code IBC2012/TP12007 (Matrix) Weight:334 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No_1&Btr G TOP CHORD Structural wood sheathing directly applied or'-I ., .urlins, except BOT CHORD 2x4 DF No.1&Btr G end verticals. OF c, WEBS 2x4 DF Std G*Except" BOT CHORD Rigid ceiling directly applied or 6 I ',..e. 0. PR W9,W7,W5,W3,W11,W12,W13:2x6OFNo.2 WEBS 1 Row at midpt 3-32 ��CCo�ti4 G0NFA. /Q OTHERS 2x4 DF Std G JOINTS 1 Brace at Jt(s):33,34,38,3. 41;64",4 e1�4�,50,52,53x$6 MiTek recommends that S.Wil... anG:dr(i1fi1 acjnt -S'r,,. be installed during truss e- do in a S ilizer Installation guide. REACTIONS. (lb/size) 32=1776/0-5-8,21=1585/Mechanical Max Horz 32=223(LC 12) Max Uplift32=-410(LC 12),21=-342(LC 13) 40 OREGON Max Grav32=1776(LC 1),21=1590(LC 19) • 4/020 Q'S FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 'Q A TOP CHORD 1-57=-306/452,2-57=-295/458,2-58=-381/412,58-59=353/418,3-59=-303/436, �,i UL R`' PA 3-60=-2710/656,4-60=-2672/663,4-61=-2697/695,5-61=-2672/697,5-6=2693/734, 6-62=-2672/735,7-62=-2634/741,7-63=-2210/587,8-63=2198/590,8-64=2196/608, 9-64=2173/611,9-65=-2182/634,10-65=2143/638,10-664-2182/671,11-66=2151/676, EXPIRES: 12/31/2016 11-67=2117/681,12-67=-2164/676,12-68=-2111/638,13-68=2184/634, 13-69=2149/606,14-69=-2181/604,14-70=-2188/599,15-70=2208/597, 15-71=-1965/578,16-71=-2010/571,16-17=-2024/571,17-72=-2012/550, 18-72=-2051/547,18-73=-1989/518,73-74=2036/511,19-74=-2044/510,2-32=-376/233, 20-21=-290/72 BOT CHORD 1-76=-399/280,32-764-399/280,32-77=-668/2360,31-77=668/2360,31-78=668/2360, PAUL RT 30-78=668/2360,30-79=-446/1821,29-79=446/1821,29-80=509/2097, v 28-80=509/2097,27-28=-509/2097,27-81=-298/1621,81-82=298/1621, o-v 82-83=-298/1621,26-83=-298/1621,25-26=-388/1868,25-84=388/1868, `w WA... ql, 24-84=-388/1868,24-85=-366/1579,23-85=-366/1579,23-86=-366/1579, �`{ ,,,� , t 0� • 22-86=-366/1579,2287=-366/1579,21-87=-366/1579 WEBS 3-46=-1/322,36-46=-100/325,29-36=26/381,29-35=-265/163,35-44=217/493, 1^t'3 43-44=-2751554,7-43=-269/577,7-34=434/239,27-34=-566/323,19-564-2169/508, -/r 21-56=2132/490,27-33=-213(/70,33-37=-328/1152,11-37=-321/1110,11-38=3101936, q 26-38=-13 /481,26-39=-293/240, 4, 53-54=-3077/104,24-54=-036 86,24=-33011955=-06/ 77,32-47=2369/540, Q. , IS't`ER�'�. � 3-47=-2536/585,35-36=-238/575,30-45=-229/603,36-45=-257/556,38-48=-91/383, `rsl(�IVAL,�6 39-48=-55/286,39-50=-57/267,50-52=-77/276,10-33=-275/121,45-46=91/354, 31-47=320/85,18-54=-265/100 Continued on page 2 February 18,2016 a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-74T3 rev.10/03/205 BEFORE USE. 1 Design valid for use only with MitekM connectors.This design is based only upon parameters shown,and is for on individual building component,riot a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB•89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. - Corona,CA 92880 W Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741097 91600175 E06 Common 1 1 • Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc_ Thu Feb 18 12:37:05 2016 Page 2 ID:PkD_X_IG0gL_6gjCg tSXZKzsw5O-?HN_ObrLr4hj8BP1jS6cbdMLnaAGs15Y39vMyPzjuES NOTES- 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)18=411,11=341. 10)This truss has been designed for a moving concentrated load of 250.01b live and 17.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 11)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. • ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE NII-7473 rev.104)3/2015 BEFORE USE. Design valid for use only with Miifek®connectors.This design is based ordy upon parameters shown,and is for an individual building component,not a truss system.Before use,the budding designer must verify the applicability of design parameters and property incorporate this design into the overall R building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and properly damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSS-89 and SCSI Building Component 250 fang Circle lately Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Y Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741097 v B1600175 506 Common I 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc.Thu Feb 18 12:37:05 2016 Page 1 I D:PkD_X jGOgL_6gjCg t SXZKzsw50-7HN_ObrLr4hj8B P 1 jS6cbdMLnaAGs 15Y39vMyPzjuES 1 -2-0-0 1 5-8-6 . 13-1-0 I 20-1-0 I 27-1-0 I 34-5-10 i 38-2-0 1 2-0-0 5-8-6 7-4-10 7-0-0 7-0-0 74-10 3-8-6 Scale=1:67.7 5x6= 5.00 112 6 0 25 26 3x4 i 2� / 27 3x4 5 •-,---- 23 3 \�\ . 4 / / 8 2 ,\ \ ..\�� 28 ��\\ // � .\\ 29 •• 456 s\�\ // -----:-..---- 3 \�\\ 9 3 \� / @ �\ 30 2x4 11 2x4 I I 20 1 ` \�0 2 /��` \`` / / 1 19 / / N 'z= / N 31 t8 32 17 3334 16 15 35 36 37 14 13 38 39 12 40 11 3x8 = 3x4= 3x4= 354 = 7-2-12 I 15-9-9 1 20-1-0 1 244-7 1 32-114 I - 38-2-0 7-2-12 8-6-13 4-3-7 4-3-7 8-6-13 5-2-12 Plate Offsets(X.Y)— [14:0-1-12.0-1-8],[15:0-2-8.0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.92 Vert(LL) -0.33 14-15 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.90 Vert(TL) -0.68 15-17 >667 180 TCDL 7.0 Rep Stress Ina YES WB 0.85 Horz(TL) 0.13 11 n/a n/a BCLL 0.0 * Code IBC2012/TPI2007 (Matrix) BCDL 10.0 Weight:211 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc braci . WEBS 2x4 DF Std G WEBS 1 Row at midpt 7-12,3-18P R MiTek recommends that Stabil. - ,� 4 _ �F ' be installed during truss erect.<13. :•r •,.• ,E.t.4. e fo Installation guide. ,t? REACTIONS. (lb/size) 18=1776/0-5-8,11=1585/Mechanical 89782 P E Max Horz 18=224(LC 12) Max Uplift 18=411(LC 12),11=341(LC 13) Max Gray 18=1776(LC 1),11=1586(LC 19) • FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. OREGON '*40 TOP CHORD 1-19=-325/549,2-19=-319/555,2-20=-3271515,20-21=-312/521,3-21=312/542, ' s 1/ Q 3-22=-2595/623,4-22=-25031624,4-5=-2430/636,5-23=-2215/624,23-24=-2152/632, '7,9,4 S7R �4 Ry A Gj �' VQ` 24-25=-2145/633,6-25=-2130/642,6-26=2034/627,26-27=-2050/618,7-27=2134/617, /� 7-8=1868/535,8-28=-1942/523,28-29=-2025/521,9-29=-20341511,2-18=-344/219, PA UL �� 10-11=-280/57 BOT CHORD 1-31=-490/288,18-31=490/288,18-32=-676/2326,17-32=-676/2326,17-33=-527/2173, 33-34=527/2173,16-34=-527/2173,15-16=527/2173,15-35=265/1615, EXPIRES: 12/31/2016 35-36=-265/1615,36-37=-265/1615,14-37=-265/1615,13-1415/2021, 13-38=-415/2021,38-39=415/2021,12-39=415/2021,12-40=376/1620, 11-40=-376/1620 WEBS 5-17=-94/423,5-15=-702/379,9-11=-2204/511,6-15=-271/922,6-14=-220/748, 7-14=-536/332,7-12=-331/148,9-12=0/475,3-18=2563/610 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS OF WAS (envelope)gable end zone and C-C Exterior(2)-2-0-0 to 1-9-13,Interior(1)1-9-13 to 16-3-3,Exterior(2)16-3-3 to 20-1-0,Interior(1) w ',G� 23-10-13 to 34-2-7 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber 0 DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 i 3)Unbalanced snow loads have been considered for this design. '1�`r 4)All plates are 3x6 MT20 unless otherwise indicated. A 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. '1+� A,51976. ' 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will �+ `LGTyrR fit between the bottom chord and any other members,with BCDL=10.Opsf. S G 7)A plate rating reduction of 20%has been applied for the green lumber members. s1�NALE� 8)Refer to girder(s)for truss to truss connections. Continued on page 2 February 18,2016 t MOWNWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED Mn-EK REFERENCE PAGE MII-7473 rev.10/0312015 BEFORE USE miiDesign valid for use only with blink®connectors.This design is based only upon parameters shown,and is for an individual budding component,not > a truss system.Before use,the budding designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse wilts possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/1911 QucMy Ctfteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.lee Street,Suite 312,Alexandria,VA 223t4. Corona,CA 92880 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741096 81600175 [05 Common 1 1 Job Reference(optional) • Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:37:04 2016 Page 2 ID:PkD_X_iGOgL_6giCg1 SXZKzsw50-X4pbAFgj4nZsW 1gr9lbN3QpDbArF7tgOrVApQa}uET NOTES- 9)This truss has been designed for a moving concentrated load of 250.OIb live and 17.01b dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. • • ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 9411-7473 m.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not o truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiT®k" is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/1911 Quality Criteria,DSB-89 and BCSI Budding Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 w Job Truss Truss Type Qty Pty EPR Design-Memory Care KI741096 • 91600175 E05 Common 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:37:03 2016 Page 1 ID:PkD_XjGOgL_6g(Cg1 SXZKzsw5O-3uFDzvp5JTR?utFfb148WCG2smVOOCQFcrQGuWziuEU I-2-0-0 I 5-8-6 I 13-1-0 I 20-1-0 I 77-1-0 I 34-5-10 I 38-2-0 I 2-0-0 5-8-6 7-4-10 7-0-0 7-0-0 7-4-10 3-8-6 5x6= Scale=1:68.7 5.00 T12- 7 ril 28 3x6% j /\\ \ 29 30 3x4 Sx� 5 25 /2/ J� \\ \ �„� 3x69 / �5! P...:-..:.,,..,_ 31 3x4 .. 3x4 i 2�V / •r/ / 32 .. 3 j/ \ `\ \\\\ 10 /�g. �! \ / /\ \ 33 2x4 I I 23 _,-..-- /1 \\ \ 1\6., 11 1 2 / / \\ 34 20 35 19 36 78 37 17 16 38 39 40 15 14 41 42 13 43 12 3x6 = 2x4 II 3x10 = 3x6 = 3x4= 3x4 = 3x6 = 3x4 = 3x6= 3x6= -5-8-6 7-2-12 1 10-5-5 10-11110 15-9-9 1 20-1-0 24-4-7 32-11-4 38-2-0 5-8-6 1-6-6 3-2-9 0 4-10-0 4-3-7 l 4-3-7 8-6-13 I 5-2-12 Plate Offsets(X,Y)- [5:0-3-8,0-3-0],[15:0-1-8,0-1-8],[16:0-1-12,0-1-81[18:0-2-4,0-1-81[19:0-2-8,0-1-8] LOADING(psf) SPACING- 2-0-0 CSL DEFL. in (toc) Udell Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.75 Vert(LL) -030 13-15 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.82 Vert(TL) -0.53 13-15 >623 180 TCDL 7.0 Rep Stress Ina YES WB 0.60 Horz(TL) 0.04 12 n/a n/a BCLL 0.0* Code IBC2012/TP12007 (Matrix) Weight:222 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-7-9 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G end verticals. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 6-0-0 o trip.P R 0, WEBS 1 Row at midpt 6-18,7- k% V F ' MiTek recommends that Stab',<Iv...rt�4 �. � be installed during truss er-r) l r .. .dance with S.+dt .• - " p Installation guide. Lcc 89782PE (9' REACTIONS. (lb/size) 20=450/0-5-8,12=1073/Mechanical,18=1838/0-4-15 Max Horz 20=224(LC 12) Max Uplift20=98(LC 12),12=-266(LC 13),18=-435(LC 12) Max Gray 20=483(LC 18),12=1165(LC 19),18=1838(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 92 OREGON pN. TOP CHORD 1-21=-177/624,2-21=-171/630,3-24=-110/332,4-24=100/443,4-5=-65/402, 5-25=-61/425,6-25=-58/454,6-26=-576/235,26-27=-493/243,27-28=-490/244, ��J CRY �� `��� 7-28=-484/253,7-29=-1128/388,29-30=-1153/379,8-30=-1296/378,8-9=-1262/385, PA U L " 9-31=-13351373,31-32=-1419/372,10-32=-1427/361,2-20=-386/213,11-12=280/57 BOT CHORD 1-34=564/153,20-34=-564/153,20-35=-564/153,19-35=-564/153,16-38=-32/680, 38-39=32/680,39-40=-32/680,15-40=-32/680,14-15=207/1294,14-41=-207/1294, EXPIRES: 12/31/2016 41-42=207/1294,13-42=-207/1294,13-43=-269/1151,12-43=269/1151 WEBS 6-18=-1448/393,6-16=501776,10-12=-1567/366,7-16=-604/146,7-15=-236/878, 8-15=-644/351,8-13=-66/288,4-18=-294/106,3-19=0/343,2-19=-431458, 3-18=511/229 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRSell‘Z (envelope)gable end zone and C-C Exterior(2)-2-0-0 to 1-9-13,Interior(1)1-9-13 to 16-3-3,Exterior(2)16-3-3 to 20-1-0,Intenor(1)23-10-13 to 34-2-7 zone;cantilever left and r'Igbt exposed;C-C for members and forces&MWFRS for reactions shown;Lumber �DOL=1.60 plate grip DOL=1.60 ,; :,k,2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4 ./ 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ,q fit between the bottom chord and any other members,with BCDL=10.Opsf. ` ' 51976 4,� 6)A plate rating reduction of 20%has been applied for the green lumber members. 0 '',6* g 1 E�" 7)Refer to girder(s)for truss to truss connections. S G 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)20 except(jt=lb) 'YIONAL � 12=266,18=435. Continued on page 2 February 18,2016 I 01.00011® WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Design void for use only with Miteke connectors.This design is based only upon parameters shown,and is for on individual building component,notMR a tens system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing M fret(' is always required for stability and to prevent collapse with possible personal injury and properly damage.For general guidance regarding the '*, fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TM Quality Criteria,DSB-89 and BCSI Budding Component 250 Klug Circle Safely Information available from Truss Plate Institute,218 N.lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741095 B1600175 E04 Common 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:37:02 2016 Page 2 ID:PkD_XjGOgL_6gjCg1 SXZKzsw5O-bihrlZoTY9J8HkgS2KZvz?ktzN9wfmk6NBhiM4zjuEV NOTES- 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. t � ws ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MIEN m REFERENCE PAGE M1I-T473 .101032015 BEFORE USE. Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and is for on individual building component,not mit a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design into the overall Mire building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mi k` is always required for stability and to prevent collapse with possible personal iniury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP11 Qualify Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information ovoilobte from Truss Plate Institute,218 N.lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 A Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741095 it B1600175 E04 Common 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:37:02 2016 Page 1 ID:PkD_XjGOgL_6gjCg1 SXZKzsw5O-bihrlZoTY9J8HkgS2KZvz?ktzN9wfmk6NBhiM4zjuEV 1-2110 I 5-8-6 6-8-5I 13-1-0 20-1-0 27-1-0 34-5-10 1 38-2-0 I 2-0-0 5-8-6 0-11-15 6-4-11 7-0-0 7-0-0 7-4-10 3-8-6 5x6= Scale=1:68.7 5.00 12 6 25 \\�26 27 3x4 3x6 i 4x8% 24 ....____>"-....------------z \\ � -',- 5_,„,,,,------ 4 � 3x6 4 /l \ 8 / \\/ 1,7 / 3x4 4x4 � // 29 3 \ / \ 922 \\ // 3� 30 2x40 II 2x4 I I \\ \ /A. \� L Kt im V [m I \-12'9 31 19 32 18 33 17 16 15 34 35 36 14 13 37 38 12 39 11 3x6 = 3x4= 3x4 = 3x6 = 3x6 = 3x4 = 3x6 = 3x4 = 3x6= 2x4 II 1 6-8-5 7-2-12 12-5-5 i 15-9-9 1 20-1-0 1 24-4-7 1 32-11-4 38-2-0 i 6-8-5 0-6- 5-2-9 3-4-5 4-3-7 4-3-7 8-6-13 5-2-12 Plate Offsets(X,Y)- [14:0-1-8,0-1-8],[15:0-2-8 0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.76 Vert(LL) -0.30 12-14 >999 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.81 Vert(TL) -0.52 12-14 >586 180 TCDL 7.0 Rep Stress Incr YES WB 0.56 Horz(TL) 0-03 11 n/a n/a BCLL 0.0' BCDL 10.0 Code IBC2012/TP12007 (Matrix) Weight:219 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No-1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-0-8 oc purlins, except BOT CHORD 2x4 DF No-1&Btr G end verticals. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 6-0-0 o IPP.n n O� WEBS 1 Row at midpt 6-15,7- Cit, Vr 11 1UPFS MITek recommends that Stab'fdist.r.R'` �':'s' '. be installed during truss ere,µn.171 r .. .dance with S.+iii : -'- Installation guide_ �! _ -S' REACTIONS. (lb/size) 19=598/0-5-8,11=1001/Mechanical,17=1763/0-4-15 • • ' 11111 Max Horz 19=224(LC 12) Max Uplift 19=-130(LC 12),11=258(LC 13),17=-421(LC 12) Max Gray 19=626(LC 18),11=1101(LC 19),17=1763(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. 17/1/0 S7 OREGON 9.5). TOP CHORD 1-20=-272/583,2-20=-266/589,2-21=-275/557,21-22=-260/569,3-22=-252/583, 2�,tt A5,�'(Q' 3-23=-309/76,4-23=-259/77,5-24=364/180,24-25=294/189,6-25=285/199, /�ir RY 6-26=-1005/363,26-27=-1026/354,7-27=-1169/353,7-8=-1171/373,8-28=-1245/361, PA U L i'c'\ 28-29=-1328/360,9-29=-1336/349,2-19=-324/216,10-11=-280/56 BOT CHORD 1-31=527/235,19-31=-527/235,19-32=-195/347,18-32=-195/347,15-34=0/556, 34-35=0/556,35-36=0/556,14-36=0/556,13-14=-184/1183,13-37=-184/1183, EXPIRES: 12/31/201 6 37-38=184/1183,12-38=184/1183,12-39=-260/1082,11-39=260/1082 WEBS 3-18=-312/249,5-18=-182/577,5-15=-92/953,9-11=-1473/353,6-15=-764/184, 6-14=-238/893,7-14=-660/354,7-12=42/307,3-19=561/96,5-17=-1686/445 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf,h=25ft;Cat.II;Exp B;enclosed;MWFRS PAUL 10.,fr (envelope)gable end zone and C-C Exterior(2)-2-0-0 to 1-9-13,Interior(1)1-9-13 to 16-3-3,Exterior(2)16-3-3 to 20-1-0,Interior(1) 23-10-13 to 34-2-7 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber '• OV wAS7t>, DOL=1.60 plate grip DOL=1.60 W ��? '6� 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp-;Ct=1 / h 0 3)Unbalanced snow loads have been considered for this design. • ��•, 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. / -... 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ,,%. fit between the bottom chord and any other members,with BCDL=10.0psf- rd 4 6)A plate rating reduction of 20%has been applied for the green lumber members. 51976 'Q i 7)Refer to girders)for truss to truss connections. d.�t,> GIS'i`ER- . ' 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)19=130, 3 (} 11=258,17=421. -o-,,k, This truss has been designed for a moving concentrated load of 250.0Ib live and 17.OIb dead located at all mid panels and at all panel ints Ion the Top Chord and Bottom Chord,nonconcurrent with any other live loads. Cornued'onagelT February 18,2016 e � ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10103/2015 BEFORE USE. mit Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and is for on individual budding component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing IYI■AMak' is always required for stability and to prevent collapse with possible personal injury and properly damage.For general guidance regarding the ( R fabrication,storage,delivery.erection and bracing of trusses and truss systems,see ANSI/Mil QuaMy Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741094 B1600175 E03 Common 1 1 Job Reference(optional) 0 Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:37:01 2016 Page 2 ID:PkD_XjGOgL_6gjCg1 SXZKzsw5O-6V 8TYDognsAlfa5GUc2gRnBiTzoSwFUy9Xx9pezjuEW NOTES- 10)This truss has been designed for a moving concentrated load of 250.0lb live and 17.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 11)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. A ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M/1-74T3 rev.10103/2015 BEFORE USE. mi�� Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for on individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek`®k° is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the nn R fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPi1 Quality Criteria,058-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741094 0 B1600175 E03 Common 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:37:01 2016 Page 1 ID:PkD_XjGOgL_6gjCg1 SXZKzsw5O-6V 8TYDognsAlfa5GUc2gRnBiTzoS.vFUy9Xx9pezjuEW 1-2-0-0 I 5-8-6 I 13-1-0 I 20-1-0 I 27-1-0 I 34-5-10 I 38-2-0 I 2-0-0 5-8-6 7-4-10 7-0-0 7-0-0 7-4-10 3-8-6 Scale=1:70.4 5x6= 5.00 112 6 til 25 / �.. 26 2� \ \7 5x8 i ,3$/ \\\\7 ////% 3x6 4 a 22 :�1 \\ ai .,.___28 \\\ J 1 9 29 • 4x4%• \ 1! / 30 2x4 II 21 \\ // // 10 2X2 20 \ / \ I ../ 1 t9/: � o OT+ . 177tA 31 a 32 17 33 34 16 15 35 36 37 14 13 38 39 12 40 11 3x6= 408= 3x6= 3x6- I 7-2-12 14-5-5 f5-9-9I 24-4-7 1 32-11-4 38-2-0 I 7-2-12 7-2-9 1-4-5 8-6-13 8-6-13 5-2-12 Plate Offsets(X.Y)- [5:0-1-12,0-1-8],[11:0-1-12,0-18],[14:0-2-8,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) 1/defl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 075 Vert(LL) -0.42 14-15 >672 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.89 Vert(TL) -0.70 14-15 >397 180 TCDL 7.0 Rep Stress Inc" YES WB 0.82 Horz(TL) 0.02 11 n/a n/a BCLL 0.0' Code IBC2012/TPI2007 (Matrix) BCDL 10.0 Weight:214 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-11-13 oc purlins, BOT CHORD 2x4 DF No_1&Btr G except end verticals. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 5-10-4.• • gP R WEBS 1 Row at midpt 6-15 �.,:cs '�` `��F' MiTek recommends that Stab , s `TT' 42 4 be installed during truss ere, .•i v -C dance with S.nli . ?i Installation guide. e 89782P E "SC.. REACTIONS. (lb/size) 15=1929/0-4-15,18=588/0-5-8,11=844/Mechanical Max Horz 18=224(LC 12) Max Upiiftl5=-466(LC 12),18=-124(LC 12),11=-231(LC 13) Max Gray 15=1932(LC 2),18=618(LC 18),11=968(LC 19) 9 OREGON �� FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown_ /4/ O TOP CHORD 1-19=-270/596,2-19=-264/602,2-20=-262/576,20-21=-249/582,3-21 5 =231/602, -I� UAR\ 1$ �` Q' 6-25=0/430,6-26=-740/308,26-27=7631299,7-27=-906/298,7 84-981/335=0/324, 4-25=0/349, /t[ pA UL �iJ 8-28=-10551323,28-29=-1138/322,9-29=-1147/311,2-18=-308/176,10-11=-279/56 BOT CHORD 1-31=-541/230,18-31=-541/230,18-32=-222/394,17-32=222/394,17-33=-374/213, 33-34=-374/213,16-34=-3741213,15-16=374/213,15-35=0/295,35-36=0/295, EXPIRES: 12/31/2016 36-37=0/295,14-37=0/295,13-14=-136/953,13-38=136/953,38-39=-136/953, 12-39=136/953,12-40=231/938,11-40=231/938 WEBS 3-17=-415/320,5-17=-292/736,6-15=-1171/235,9-11=1276/315,6-14=-239/948, 7-14=-694/362,7-12=-49/348,3-18=-592/145,5-15=956/481 NOTES- ?AUL 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-2-0-0 to 1-9-13,Interior(1)1-9-13 to 16-3-3,Exterior(2)16-3-3 to 20-1-0,Interior(1) O 23-10-13 to 34-2-7 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber �S,' WAStr>,c DOL=1.60 plate grip DOL=1.60 trV <:/•• 17 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow):Category II;Exp B;Fully Exp.;Ct=1 � 3)Unbalanced snow loads have been considered for this design. ... /I 4)All plates are 3x4 MT20 unless otherwise indicated_ -7 r17 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,d 6)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will 1 51476 fit between the bottom chord and any other members,with BCDL=10.0psf. p *,+ , .0ISTE 7)A plate rating reduction of 20%has been applied for the green lumber members. 41',x+/ONAL, j0. 8)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)15=466, 18=124,11=231 February 18,2016 Continued on page 2 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/032015 BEFORE USE. mg Design valid for use only with MiTekw connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the V fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP11 Quality Criteria,DSB-89 and BCSI Building Component 250 King Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 • 4 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741093 91600175 ED? DBL.FINK 9 1 Job Reference(optional) 4 Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:36:59 2016 Page 2 ID:PkD_XJGOgL_6gjCg1 SXZKzsw5O-A7017YmaFEwaQGxtMCOCMM61E95jSOCfhDS211zjuEY NOTES- 8)This truss has been designed for a moving concentrated load of 250.01b live and 17.01b dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 9)"Fix heels only Member end fixity model was used in the analysis and design of this truss. i A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MONK REFERENCE PAGE M/1-7473 rev.18/032015 BEFORE USE. , Design valid for use only with M7eke connectors.This design is based only upon parameters shown,and is for an individual budding component,not a truss system.Before use,the budding designer must verity the applicability of design parameters and property incorporate this design into the overall di building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing 'y i k• is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPIT Qualty Criteria,DSB-89 and BCSI Bultdl g Component 250 jug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 223t4. Corona,CA 92880 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741093 •. B1600175 E02 DBL.FINK 9 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:36:59 2016 Page 1 ID:PkD_XJGOgL_6gjCg1 SXZKzsw50-A70i7YmaFEwaOGu1MCOCMM61E95jSOCfhDS211zjuEY 1 1 -2-0-0 5-8-6 13-1-0 20-1-0 77-1-0 34-5-10 40-2-0 142-2-0 2-0-0 5-8-6 7-4-10 7-0-0 7-0-0 7-4-10 5-8-6 2-0-0 Scale=1:75.3 5x6= 5.00 112 6 � 3536 5 \\ 8 354 3x4-;--- 3x6 / % 5 / \ 7 3x6 4 // \39 34 1/ • 4x6 i/� \\ /� \ �/ \,, 4x6 3 \ \ 2x4 II32 33,„,,,,, --- \\ \ \ I/ \\ /1 40 41 2x4 11 10 1 31 % � !/ \, / \\\ 4211 �t_ r_ qI - a, Iv ,• Kll 20 IS 21 18 22 23 17 16 24 25 26 15 14 2728 13 29 12 30 3x6 = 3x8= 3x4= 4x6=3x6= 3x6= 4x6= 3x4= 3x8- 3x6 = 1 7-2-12 1 15-9-9 1 24-4-7 32-11-4 1 40-2-0 1 7-2-12 8-6-13 8-6-13 8-6-13 7-2-12 Plate Offsets(X Y)- 115:0-2-8,0-1-4 116:0-2-8,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Weft LM PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.99 Vert(LL) -0.34 15-16 >999 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.90 Vert(TL) -0.72 16-18 >666 180 TCDL 7.0 Rep Stress Incr YES WB 0.62 Horz(TL) 0.16 12 n/a n/a BCLL 0.0* Code IBC2012ITPI2007 (Matrix) Weight:224 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc braci . WEBS 2x4 DF Std G WEBS 1 Row at midpt 3-19,9-12 P R w D _ QF MiTek recommends that Stabil - .1,..A1,;.• t a be instated during truss erect.r>i�q)••.e :•r• •,. `+ eb Installation guide. w� REACTIONS. (lb/size) 19=1855/0-5-8,12=1855/0-5-8 cc 89782PE Max Horz 19=-179(LC 13) Max Uplift 19=423(LC 12),12=-423(LC 13) Max Gray 19=1856(LC 18),12=1856(LC 19) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 9 ©R EGON >\4, TOP CHORD 1-31=-329/545,2-31=-323/551,2-32=-331/511,32-33=-316/518,3-33=316/538, +0 20 3-34=-2750/646,4-34=-2658/647,4-5=-2585/659,5-35=-2409/666,35-36=-2318/667, 17xiRY . `QQ 6-36 =-2302/676,6-37=-2302/676,37-38=-2318/667,7-38=-2409/666,7-8=-2585/660, �/�- 1 / 8-39=-2658/648,9-39=-2750/647,9-40=-316/538,40-41=-316/518,10-41=-331/511, Pq U L ,N.-4' ' 10-42=-323/551,11-42=-329/545,2-19=-347/223,10-12=-347/223 BOT CHORD 1-20=-487/292,19-20=-487/292,19-21=-651/2460,18-21=-651/2460,18-22=-506/2357, 22-23=-506/2357,17-23=-506/2357,16-17=506/2357,16-24=244/1780, EXPIRES: 12/31/2016 24-25=244/1780,25-26=-244/1780,15-26=-244/1780,14-15=-408/2357, 14-27=-408/2357,27-28=-408/2357,13-28=408/2357,13-29=473/2460, 12-29=473/2460,12-30=487/292,11-30=487/292 WEBS 5-18=-90/411,5-16=-736/377,6-16=-269/946,6-15=269/946,7-15=-736/377, 7-13=-90/411,3-19=-2708/635,9-12=-2708/635 PAUL Rlji NOTES- i, 1 )Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=42psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-2-0-0 to 2-0-3,Interior(1)2-0-3 to 16-0-13,Exterior(2)16-0-13 to 20-1-0,Interior(1) O . . -G 24-1-3 to 38-1-13 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber / �a��•- � "' DOL=1.60 plate grip DOL=1.60 1 ' ''' O 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 `J 3)Unbalanced snow loads have been considered for this design. ,r,r 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads_ ,•d 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will $1976 ,4W fit between the bottom chord and any other members,with BCDL=10.0psf. 9 KrISTE0 . 6)A plate rating reduction of 20%has been applied for the green lumber members. S 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)19=423, SIONAL- 12=423. Continued on page 2 February 18,2016 __ ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIl-7473 rev.10/03/2015 BEFORE USE. 1. Design valid for use only with Miteke connectors.This design h based only upon parameters shown,and is for on individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and property incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal iniury and property damage.for genera/guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/IP!'Qualify Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741092 B1600175 E01 Common Supported Gable 1 1 Job Reference o•tionat Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:36:57 2016 Page 2 ID:PkD_XjGOgL 6gjCg1 SXZKzsw5O-EkuyiskKjdgsAyoVFnzkGx09eMcN_Z4MEvzxgtzjuEa NOTES- 5)All plates are 2x4 MT20 unless otherwise indicated. 6)Gable requires continuous bottom chord bearing. 7)Gable studs spaced at 2-0-0 oc. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10)A plate rating reduction of 20%has been applied for the green lumber members. 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)46,37,38,39,40,41,42,43,44,35,34,33,32,31,30,29, 28,26 except(jt=lb)45=272,27=272. 12)This truss has been designed for a moving concentrated load of 250.0Ib live and 17.01b dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 13)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. • WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE PA/i-7473 rev.18N32015 BEFORE USE. Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the budding designer must verify the applicability of design parameters and properly incorporate this design into the overaN building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` is always requked for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the nr, R fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPit Quatty Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741092 41 81600175 E01 Common Supported Gable 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:36:56 2016 Page 1 ID:PkD_XJGOgL_6gjCg1SXZKzsw5O-mYKaVWkiyJY7ZpDJh3SVkkU_vyG8F6gD7FEo8QzjuEb 1-2-0-0 1 20-1-0 i 40-2-0 147-7-0 1 2-0-0 20-1-0 20-1-0 2-0-0 Scale=1:75.3 5x6= 5.00 12 56 13 57 14 12 55 11 58 - 15 59 54 3x6% 10 16 53 \ 60 1, 3x6 9 / \. . 18 19 7 8 "' cu 61 - 52 6 • 20 •• 5 51 E( \�a�62 2 450 1 63 22 64 4x6% 3 49 g� 23 4x6 2 48 �.�� �� 65 24 1 66 N - 47 n n "� 25 pp p ff.),„„.„„,,,, ,,,,„,,,,„ �� �� 14 n n,..R,„ , l n n l�n n 5 n n'n n h'-7.n non n®n n,n n,n n�n n n n®n n,n n n n n�.n n n n n n n n�A O 87 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 88 3x6- 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 3x6= 3x4= 5x6= 5x6= 3x4= 40-2-0 1 40-2-0 Plate Offsets(X.Y)- 33:0-3-0 0-3-0 [39:0-3-0,0-3-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (toc) t/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.16 Vert(LL) n/a - n/a 999 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.13 Vert(TL) n/a - n/a 999 TCDL 7.0 Rep Stress Incr YES WB 0.27 Horz(TL) 0.01 26 n/a n/a BCLL 0.0* BCDL 10.0 Code IBC2012/TP12007 (Matrix) Weight:266 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G end verticals. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 6-0-0 o r PRO1- OTHERS 2x4 DF Std G WEBS 1 Row at midpt 13-36, - 14 " ��'�p� MiTek recommends that Stab'. •. -• ,.�- i. t• ) be installed during truss er-• l r ....dance with S•.ili ; I.- Installation guide. 897$2PE 9f REACTIONS. Alt bearings 40-2-0. (Ib)- Max Horz 46=179(LC 13) Max Uplift All uplift 100 lb or less at joint(s)46,37,38,39,40,41,42,43,44, 35,34,33,32,31,30,29,28,26 except 45-272(LC 48),27=272(LC 69) Max Gray All reactions 250 lb or less at joint(s)except 46 'i89(LC 48),36=333(LC (...- `40 I 102),37=338(LC 101),38=336(LC 100),39=335(LC 99),40=334(LC 98),41=335(LC -574/4/ ly OREGON o Q' 97),42=335(LC 96),43=334(LC 95),44=338(LC 94),45=297(LC 93),35=338(LC '5I Ug AY AO" Z �Q� 103),34=336(LC 104),33=335(LC 105),32=334(LC 106),31=335(LC 107), ,� 30=335(LC 108),29=334(LC 109),28=338(LC 110),27=297(LC 111),26=689(LC fi'A UL R 69) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. EXPIRES: 12/31/2016 TOP CHORD 2-46=593/188,1-47=-174/668,2-47=168/674,11-55=91/279,12-55=86/282, 12-56=109/354,13-56=103/357,13-57=103/357,14-57=109/354,14-58=-861282, 15-58=-91/279,24-66=-168/674,25-66=-174/668 BOT CHORD 1-67=-607/188,46-67=-607/188,46-68=-607/192,45-68=-607/192,27-87=-607/188, 26-87=-607/188,26-88=-607/188,25-88=607/188 WEBS 13-36=-265/27,12-37=-279/180,11-38=-270/136,10-39=-274/96,9-40=-275/100, yA,UL of, 7-41=-278/99,6-42=-280/99,5-43=-283/99,4-44=286199,3-45=-284/117, `l iL 14-35=279/180,15-34=270/136,16-33=274/96,17-32=-275/100,19-31=-278/99, ,ov 20-30=-280/99,21-29=-283/99,22-28=286/99,23-27=284/117,2-45=-23/643, <4, 'WA 0 24-27=0!643,24-26=-593!188 „..ir /'r -- O NOTES- . 1r 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Corner(3)-2-0-0 to 2-1-0,Exterior(2)2-1-0 to 16-0-13,Comer(3)16-0-13 to 20-1-0,Exterior(2) ,p ' ;, 24-1-0 to 38-1-0 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 r1 n 51976 Q C . plate grip DOL=1.60 .�t75' TBR . 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry G Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. `r�ONALE11 443)TCLL:UASCE 7-10;Pf=25.0 psi(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 4)Unb la aced snow loads have been considered for this design. February 18,2016 Pa9 ®WARNING-Verify design parameters and READ NOTES ON"MIS AND INCLUDED MITER REFERENCE PAGE MA-7473 rev.10/53/2015 BEFORE USE. Ng Design valid for use only with MiTeke connectors.This design is based only upon parameters shown,and is for on individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design.Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/Wit Quality Criteria,DSB-B9 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Y Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741091 61600175 D12 Roof Special 11 1 Job Reference(optional) rf Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:36:50 2016 Page 1 ID:PkD_XJGOgL_6gjCg1 SXZKzsw50-xOzJETfxNTorrul9LpL5UTErZX4DrHyLdKn4xnzjuEh I 6-4-4 12-8-8 I 19-0-12 1 22-0-8 1 27-10-6 6-4-4 6-4-4 6-4-4 2-11-12 5-9-14 4x12= Scale=1:58.5 5.001-1 5 20 2x4 II 181,?------------ 81 3x4 % /j 4x6% � �� ��\22 3x8 3 5:,:-:-"-----<\ \\ \��‹ • 2 \\�'� 5x12 MT18H 16 8x8= 2x4 Il 28 1 O 64- Iml 3 15 23 t4 24 t3 12 25 26 11 27 10 2x4 H 5x6= 3x4= 3x6= 4x8 = 2x4 I I I 6-4-4 I 12-8-8 19-0-12 i 22-0-6 1 27-10-6 I 6-4-4 6-4-4 6-4-4 2-11-12 5-9-14 Plate Offsets(X.Y)— [5:0-5-12,0-1-0],[9:0-2-8,0-3-4],11 t0-1-12.0-2-0],114:0-3-0.0-2-4] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) 1/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.66 Vert(LL) -0.19 8-9 >999 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.74 Vert(TL) -0.36 8-9 >919 180 MT18H 2201195 TCDL 7.0 Rep Stress Incl YES WB 0.74 Horz(TL) 0.05 8 n/a n/a BCLL 0.0* BCDL 10.0 Code IBC2012/TP12007 (Matrix) Weight:169 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-3-1 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G`Except` end verticals. B3:2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 6-0-0. icy.Dto WEBS 2x4 DF Std G WEBS 1 Row at midpt 4-11,5 �� Ls FFS MiTek recommends that Stab'. �•• •. -, .'•--- 4:142 be installed during truss ere,e, ..........dance with Sf'.ili : ?- REACTIONS. (lb/size) 15=1158/Mechanical,8=1158/Mechanical Installation guide. 89782PE -7r' Max Holz 15=261(LC 12) Max Uplift 15=-271(LC 12),8=-234(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. C- 40 TOP CHORD 1-16=-18541413,2-16=-1795/425,2-17=-1525/361,3-17=-1447/370,3-4=1384/380, 9 OREGON '* 4-18=-947!303,18-19=-864/305,5-19=-853/313,5-20=-1459/529,6-20=-1494/522, y 4 .16?, !e: 6-21=1427/429,21-22=-1441/418,7-22=-1487/418,1-15=-1106/300,7-8=-1100/352 RY rNI BOT CHORD 15-23=261(74,14-23=-261/74,14-24=-596/1668,13-24=-596/1668,12-13=-424/1337, pA U L. Qll 12-25=-424/1337,25-26=-424/1337,11-26=-424/1337,9-10=-54/274,6-9=-562/261 WEBS 2-13=-402/196,4-13=-19/446,4-11=795/331,5-11=-407/112,9-11=294/1242, 5-9=-353/1223,1-14=-339/1687,7-9=-353/1386 EXPIRES: 12/31/2016 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)0-1-13 to 3-1-13,Interior(1)3-1-13 to 16-0-12,Exterior(2)16-0-12 to 19-0-12,Interior(1) 21-10-12 to 24-8-10 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 VAUL A, 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 `� 3)Unbalanced snow loads have been considered for this design. 0 WASFr,, 4)All plates are MT20 plates unless otherwise indicated. .r�� 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 2c. x *.<. 6} This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will • F fit between the bottom chord and any other members,with BCDL=10.0psf. 1 ,. 7)A plate rating reduction of 20%has been applied for the green lumber members. 8)Refer to girder(s)for truss to truss connections. A /rf / 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 271 lb uplift at joint 15 and 234 lb uplift at '" 4),,51976.„0 Ct1 joint 8. O .0.1STER e' 10)This truss has been designed for a moving concentrated load of 250.0Ib live and 17.0Ib dead located at all mid panels and at all panel <}' Cy points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. `�/0NALEi 11)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. February 18,2016 % f ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MH-7473 rev.10/03,2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not MN , a truss system.Before use,the building designer must verity the applicability of design parameters and property incorporate this design into the overall building design.Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing AMA R ' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the rY) 1 R fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DS8-89 and SCSI Building Component 250 Klug Circle Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741090 0. B1600175 D11 Roof Special 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7640 s Sep 29 2015 MiTek Industries,Inc.-Thu Feb 18 12:36:49 2016 Page 2 ID:PkD_XjGOgL_6gjCg t SXZKzsw50-TCPw17eJcAg?DkAyn5gsyFhhS7iX65tBOg1 W OKzjuEi NOTES- 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. • t. ®WARNING-Verify design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.1010312015 BEFORE USE. lout Design valid for use only with Mick®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MST® is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/IPit Qualify CrIfedo,DSB-89 and BCSI Building Component 250 Klug Circle Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 rt Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741090 61600175 D11 Roof Special 1 1 I Job Reference(optional) i Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek industries,Inc.Thu Feb 18 12:36:49 2016 Page 1 ID:PkD_XjGOgL_6gjCg1SXZKzswSO-TCPw17eJcAg?DkAyn5gsyFhhS7iX6stBOglWOKzjuEi I 2-2-12 I 8-6-1 I 14-9-7 21-0-12 I 24-0-8 I 29-10-6 i 2-2-12 6-3-5 6-3-5 6-3-5 2-11-12 5-9-14 4x12 = Scale=1:58.3 5.00 12 6 22 11 7204 II 2021 \\ 3x4 \\4x8-- \ 23 �� 24 3x8 4 \\ \\\8 4x4 /19 \ / ' � i _ 44 IAB. 18 o 2x4 I I / 8x8= 31----1\-- 2x4 i 17 o 0 25 5 26 14 13 27 28 29 •12 30 11 3x4= 3x6= 3x4 = 3x6= 4x8= 2x4 II I 2-2-12 I 11-7-12 21-0-12 1 24-0-8 1 29-10-6 I 2-2-12 9-5-0 9-5-0 2-11-12 5-9-14 Plate Offsets(X.Y)- j1:0-1-4,Edgej.[3:0-1-8,0-2-0]16:0-5-12,0-1-01,[10:0-2-8,0-3-4],[12:0-1-12.0-2-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (hoc) I/defl lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.62 Vert(LL) -0.36 12-14 >915 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.89 Vert 0.69 12-14 >479 180 TCDL 7.0 Rep Stress Incr YES WB 0.61 Horz(TL) 0.06 9 n/a n/a BCLL 0.0* BCDL 10.0 Code IBC2012/TP12007 (Matrix) Weight:169 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-7-3 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G`Except` end verticals. B3:2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 6-0-0 0 ing.p pet D WEBS 2x4 DF Std G WEBS 1 Row at midpt 3-15,5- fli tFos MiTek recommends that Stab <g.•..,... -• ii-- ;;:._ be installed during truss er-'err .se.dance with S-•ill ; -.0. REACTIONS. (lb/size) 9=1147/Mechanical,15=1349/0-5-8 Installation guide. cr. 89 782 P E -7 Max Horz 15=303(LC 12) Max Uplift9=232(LC 12),15=-326(LC 12) Max Grav9=1150(LC 19),15=1349(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(ib)or less except when shown- '9 ©R EGQN *h TOP CHORD 1-16=-446/513,2-16=-440/519,2-17=-441/481,17-18=-425/482,3-18=-425/511, �� 2�l,� ZJ•20rl. 3-19=-1636/391,4-19=-1559/392,4-5=-14961402,5-20=-942/290,20-21=-862/292, RY �� 6-21=-8491299,6-22=1443/515,7-22=1478/507,7-23=-1411/415,23-24=1425/403, Al)UL Fly 8-24=-1470/402,8-9=-10921343 BOT CHORD 1-25=-0601393,15-25=-460/393,15-26=-594/1552,14-26=594/1552,14-27=-428/1286, 13-27=428/1286,13-28=428/1286,28-29=-428/1286,12-29=428/1286,10-11=-116/253, EXPIRES: 12/31/2016 7-10=-588/261 WEBS 2-15=-372/257,3-15=-1609/428,5-14=46/479,5-12=736/348,6-12=404/119, 10-12=-284/1236,6-10=-353/1238,8-10=339/1370 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS U (envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 18-0-12,Exterior(2)18-0-12 to 21-0-12,Interior(1) pA Tz�, 23-10-11 to 26-8-10 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber Of WAS. DOL=1.60 plate grip DOL=1.6040"-iii `.. • 2)TELL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 / � CSO 3)Unbalanced snow loads have been considered for this design. 1, 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Ss,-7 -:, 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. , 4 6)A plate rating reduction of 20%has been applied for the green lumber members. .4' 51976 W 7)Refer to girder(s)for truss to truss connections. 2,4^, 4'0,/s,i. O) 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 232 lb uplift at joint 9 and 326 lb uplift at ,...7,0 G joint 15. �Z�IVAL � 9)This truss has been designed for a moving concentrated load of 250.01b live and 17.OIb dead located at all mid panels and at all panel points alongthe Top Chord and Bottom Chord,nonconcurrent with any other live loads_ Continuedon age February 18,2016 i f IMMINO ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M/I-7473 rev.10103!2015 BEFORE USE. MI Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for on individual building component,not , a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and properly damage.For general guidance regarding the c71i fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPit Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Chile Safety Information available from Truss Plate Institute,218 N.lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 IJob Truss Truss Type Qty Ply EPR Design-Memory Care K1741089 131600175 D10 Common 2 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:36:48 2016 Page 2 ID:PkD_XjG0gL_6g)Cg1 SXZKzsw5O-??rYpnehrsY8babmDOJdP29VajKuNPS290lzsuzjuEj NOTES- 9)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. • o � ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE*17-7473 rev.10/03/2015 BEFORE USE. Design void for use only with Mitekv connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design into the overall budding design.Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing Mi i'}' ekt is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criterto,DSB-89 and BCSI Budding Component 250 IOug Circle Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 1 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741089 B1600175 D10 Common 2 1 Job Reference(optional) 4 Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:36:48 2016 Page 1 I D:PkD_XJGOgL_6gjCg t SXZKzsw5O-??rYpnehrsY8babmDOJd P29Vaj KuN PS2901zsuzju Ej 12-2-12 I 8-6-1 l 14-9-7 21-0-12 27-4-1 337-7 39-10-12 l 42-t 8 2-2-f2 6-3-5 6-3-5 6-3-5 6-3-5 6-3-5 6-3-5 2-2-12 Scale=1:71.8 5x6= 5.00 12 6 LA 25 26 3x4% 24 / \27 3x4'---- 4x8 4x8 i 5 \ �� 7 28 23 \ 4x8 4 • 829 4x6 i ., \ 4* 4x6 3 , I \ 9 21 / ,i a, \\ 30 2x4 II 20 o \ // \ 31 2x4 II z \ \ 10 1 19 / `_32 11 ix bb .. bb r" Y 0 33 18 34 17 35 36 37 16 t5 14 38 34 40 13 41 12 42 3x6 = 3x6= 3x4 = 4x8= 4x8= 3x4 = 3x6= 3x6 = 3x8= 42-1-8 22-0--00.°2- )2 11-7-12 l _ 21-0-12 l 30.5-12 39-10-12 4 1 0--12 959 9-5-0 9-5-0 95-0 0-T-12 2-0-0 Plate Offsets(X.Y)- [3:0-2-8.0-2-0],[9:0-2-8,0-2-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) 1/defl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.69 Vert(LL) -0.44 13-15 >999 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.98 Vert(TL) -0.84 13-15 >538 180 TCDL 7.0 Rep Stress Inez YES WB 0.62 Horz(TL) 0.15 12 n/a n/a BCLL 0.0* Code IBC2012/TP12007 BCDL 10.0 (Matrix) Weight:209 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-5-2 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 2-2-0 oc braci r WEBS 2x4 DF Std G WEBS 1 Row at midpt 7-15,9-12, • 8 • >r PROF MiTek recommends that Stabili a • or:, be installed during truss erect.n,�ti).•.o_•- ,i a.4. e� Installation guide. C6. ii REACTIONS. (Ib/size) 12=1769/0-5-8,18=1769/0-5-8 "4..7 L-C-- 89782P E 8=1769!0-5-889782PE S"." Max Horz 18=171(LC 16) Max Uplift 12=405(LC 13),18=-405(LC 12) Max Gray 12=1772(LC 19),18=1772(LC 18) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. (.• 40 TOP CHORD 1-19=-070!494,2-19=-464/500,2-20=-468/459,20-21=-451/473,3-21=451/490, ' 2.,7/1/&,,R OEGON o* 3-22=-2512/590,4-22=-2435/592,4-23=-2372/600,5-23=-2351/602,5-24=-1919/552, "Y,9 "lAy 15 �' Q� 24 2/555, 25/563, =-1825663,26 27-1842655,7 7-28=-2351/602,8 285-2372/600,8-29=-2435/592,9-29 2512!590,9-30=-451/490, jf PA U L 1.' 30-31=-451/473,10-31=468/459,10-325464/500,11-32=-470/494 BOT CHORD 1-33=-441/416,18-33=-441/416,18-34=-599/2283,17-34=-599/2283,17-35=-454/2158, 35-36=-454/2158,36-37=454/2158,16-37=454/2158,15-16=454/2158, EXPIRES: 12/31/2016 14-15=374/2158,14-38=-374/2158,38-39=-374/2158,39-40=374/2158, 13-40=374/2158,1341=-429/2283,1241=429/2283,1242=441/416,11-42=441/416 WEBS 6-15=-224/1086,7-15=-810/338,7-13=32/428,9-12=2399/626,10-12=-398/271, 5-15=-810/338,5-17=-32/428,3-18=-2399/626,2-18=-398/271 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS • pAU L�v (envelope)gable end zone and C-C Exterior(2)0-0-0 to 4-2-9,Interior(1)4-2-9 to 16-10-3,Exterior(2)16-10-3 to 21-0-12,Interior(1) • OV WASIr,. 25-3-5 to 37-10-15 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 / �' p • 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 ► -�CC.' "2‘ 3)Unbalanced snow loads have been considered for this design. w1-j .b. . 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ,., 1 r fit between the bottom chord and any other members,with BCDL=10.Opsf. 51976 4, 6)A plate rating reduction of 20%has been applied for the green lumber members. 0,,t,, GIS R19.cS. I 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 405 lb uplift at joint 12 and 405 lb uplift at ",j'S 14(a joint 18. 0NALL7 8)This truss has been designed for a moving concentrated load of 250.01b live and 17.Olb dead located at all mid panels and at all panel Continuedointsalong the Top Chord and Bottom Chord,nonconcurrent with any other live loads. February 18,2016 % on Pa 2 I �1,, WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MN-7473 rev.10/03/2065 BEFORE USE. � Design valid for use only with Mifekth connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design.Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing MITE** ITE** is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the R fabrication,storage,delivery,erection and bracing of trusses and buss systems,see ANSI/1911 Quality Criteria,DSB-B9 and BCSI Bolding Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741088 B1600175 D09 Roof Special 2 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:36:47 2016 Page 2 ID:PkD_XjGOgL_6gjCgt SXZKzsw5O-XpHAcRd24YQH_Q1 afgoOsgcKgK?IetKuxMYPKSzjuEk NOTES- 10)This truss has been designed for a moving concentrated load of 250.OIb live and 17.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 11)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. • • ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10N3/2015 BEFORE USE. t Design valid for use only with MdeiSs connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing k MiTe ' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the MiTek` fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/rP11 Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 r Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741088 B1600175 D09 Roof Special 2 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:36:47 2016 Page 1 ID.PkD_XjGOgL_6gjCg 1 SXZKzsw5O-XpHAcRd24YQ H_Q t afgoOsgcKgK?IetKuxMY PKSzjuEk 1 2-2-12 8-8-1 14-9-7 21-0-12 1 25-4-6 29-8-0 35-6-0 2-2-12 6-3-5 6-3-5 6-3-5 4-3-10 4-3-10 5-10-0 Scale=1:62.8 5x6 = 5.00 F2- 6 23 \\� 25 3x10 2,2___,2--3-------- , ..,,------2_,4 2 7 3x4 21 / 4x8% 5 ��' 26 2x4 4 V. \� 8 4x4%38 �* \ \8 29 5x12 MT18H • 3 \\ Ai 20 1 2x4 II 19 40110 , / 11_______ 9,4.44, I� � 1 18____!/,.-'-----: 6�u/ > / 16x6= 37 2x4 II o N 30 17 31 16 32 15 33 34 14 35 13 36 12 3x6 = 3x6= 3x4 = 5x12 MT18H= 3x8- 3x6 - 2x4 II 12-0-02-202 11-7-12 I 21-0-12 25-4-6 1 29-8-0 1 35-6-0 2-0-00-j1-2 9-5-0 9-5-0 4-3-10 4-3-10 5-10-0 Plate Offsets(X,Y)- [3:0-1-0,0-2-0],j7:0-3-13,0-1-8],[9:Edge,0-2-0].[11:0-2-8,0-2-4],[13:0-2-4,0-1-8] LOADING(psf) SPACING- 2-0-0 CSL DEFL- in (Ion) 1/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.64 Vert(LL) -0.38 14-16 >999 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.94 Vert(TL) -0.79 14-16 >504 180 MT18H 220/195 TCDL 7.0 Rep Stress Incr YES WB 0.93 Horz( L) 0.08 10 n/a Na BCLL 0.0 * BCDL 10.0 Code IBC2012/TPI2007 (Matrix) Weight:202 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 OF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-8-13 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G*Except* end verticals_ B3:2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 2-2-0 0 hi.P R(�F WEBS 2x4 DF Std G WEBS 1 Row at midpt 3-17,5- • F MiTek recommends that Stab'. f"`Tt ` •: be installed during truss ere el/ •4%%dance with S ili 2 Installation guide. 89782?E 9< REACTIONS. (lb/size) 10=1385/Mechanical,17=1585/0-5-8 Max Horz 17=243(LC 12) Max Uplift 10=-283(LC 13),17=375(LC 12) Max Gray 10=1388(LC 19),17=1585(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 'F OREGON it/ Ooh TOP CHORD 1-18=-456/505,2-18=-450/511,2-19=453/472,19-20=436/476,3-20=436/502, , Xi Y3,r1'!Q� 3-38=-2126/494,4-38=-2049/494,4-5=1986/504,5-21=1486/445,21-22=-1419/452, R� ,V 22-23=-1409/453,6-23=-1392/461,6-24=-1392/473,24-25=1401/467,7-25=-1454/462, PA U I Q* 7-26=-2196/666,26-27=-2242/658,8-27=-2300/654,8-28=-2226/574,28-29=-22411564, 9-29=-2299/563,9-10=-1329/383 BOT CHORD 1-30=452/403,17-30=4521403,17-31=-620/1963,16-31=620/1963,16-32=468/1762, EXPIRES: 12/31/2016 15-32=468/1762,15-33=468/1762,33-34=468/1762,14-34=468/1762, 14-35=284/1391,13-35=284/1391,11-12=0/304,8-11=372/256 WEBS 2-17=-387/259,3-17=-2057/547,5-16=35/455,5-14=759/340,6-14=-180/797, 7-14=-393/198,7-13=-591/175,11-13=309/1519,7-11=297/1065,9-11=475/2101 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0ps€;h=25ft;Cat.II;Exp B;enclosed;MWFRS yAUL j�v� (envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-6-10,Interior(1)3-6-10 to 17-6-2,Exterior(2)17-6-2 to 21-0-12,Interior(1) • CiV WAS-i 24-7-6 to 31-9-10 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber `W DOL=1.60 plate grip DOL=1.60 -s i?-. °'3Q 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 ( .` ti, 3)Unbalanced snow loads have been considered for this design. n: 4)All plates are MT20 plates unless otherwise indicated. ' 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. d '� r 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ' 51976 c,) fit between the bottom chord and any other members,with BCDL=10.0psf. O 'IS' 9 7)A plate rating reduction of 20%has been applied for the green lumber members. S ('j 8)Refer to girder(s)for truss to truss connections. SIONAL811 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 283 lb uplift at joint 10 and 375 lb uplift at CoFebruary 18,2016 I I ws WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED WEK REFERENCE PAGE Mui-7473 rev.18/03/2015 BEFORE USE. Design valid for use only with MilekS connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verily the applicability of design parameters and property incorporate this design into the overall building design.Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required tar stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPIl Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 • Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741067 B1600175 DO8 ROOF SPECIAL GIRDER 1 2 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:36145 2016 Page 2 ID:PkD_X,jGOgL_6gjCgt SXZKzsw5O-aQAQBIboYx9Zk6tBYFmwnPXxxWQ_A2mbT23JFZzjuEm NOTES- 2)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-2 rows staggered at 0-2-0 oc,Except member 6-10 2x4-2 rows staggered at 0-2-0 oc,2x6-2 rows staggered at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-7-0 oc,Except member 21-2 2x4-1 row at 0-9-0 oc,member 3-21 2x4-1 row at 0-9-0 oc,member 20-3 2x4-1 row at 0-9-0 oc, member 20-4 2x4-1 row at 0-9-0 oc,member 20-5 2x4-1 row at 0-9-0 oc,member 5-18 2x4-1 row at 0-9-0 oc,member 16-5 2x4-1 row at 0-9-0 oc,member 16-6 2x4-1 row at 0-9-0 oc,member 16-7 2x4-1 row at 0-9-0 oc,member 7-15 2x4-1 row at 0-9-0 oc,member 15-8 2x4-1 row at 0-9-0 oc,member 14-10 2x4-1 row at 0-9-0 oc,member 13-10 2x4-1 row at 0-9-0 oc,2x10-2 rows staggered at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. 3)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 4)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat_II;Exp B;enclosed;MWFRS(envelope)gable end zone;cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 5)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 6)Unbalanced snow loads have been considered for this design. 7)Provide adequate drainage to prevent water ponding. 8)All plates are MT20 plates unless otherwise indicated. 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10)"This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 11)A plate rating reduction of 20%has been applied for the green lumber members. 12)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1661 lb uplift at joint 12 and 841 lb uplift at joint 22. 13)This truss has been designed for a moving concentrated load of 250.01b live and 17.Olb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 14)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 15)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)116 lb down and 63 lb up at 15-2-1,273 lb down and 128 lb up at 16-0-12, 250 lb down and 135 lb up at 18-0-12,228 lb down and 135 lb up at 20-0-12,228 lb down and 135 lb up at 22-0-12,250 lb down and 135 lb up at 24-0-12,273 lb down and 128 lb up at 26-0-12,116 lb down and 63 lb up at 26-11-7,5799 lb down and 1050 lb up at 35-7-9,and 750 lb down and 157 lb up at 37-6-12,and 58 lb down and 22 lb up at 39-6-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-0=-64,4-6=-64,6-10=-64,10-11=-64,1-12=-20 Concentrated Loads(Ib) Vert:8=5764(F)30=-64 31=-261 32=-200 33=-178 35=-178 36=-200 37=-261 38=-64 42=-715(F)44=-19 IMMO®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-74T3 rev.10/03/2015 BEFORE USE. Design valid for use only with Mi(etrB connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,038-89 and SCSI Building Component 250 Klug Circle Safety Information available horn Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 F Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741087 81600175 008 ROOF SPECIAL GIRDER 1 2 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640.s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:36:45 2016 Page 1 ID:PkD_XJGOgL_6gjCg1SXZKzsw5O-aQAQBIboYx9Zk6tBYFmwnPXxxWQA2mbT23JFZzjuEm 1 2-2-12 i 8-7-10 l 14-8-7 14,11-7 21-0-12 27-2-1 275 31-0150 I 345-779 I 38-1-12 140-1-8 12-2-12 6-4-14 5-10-13 0-'s 6-1-5 6-1-5 2-6-3 1-11-12 ICC APPROVED FACE MOUNT HANGER(BY OTHERS)REQUIRED FOR JOINT 8 LOADS SHOWN IN NOTES BELOW.ALL NAILS HOLES MUST BE FILLED AS Scale=1:73.9 PER HANGER MANUFACTURERS INSTALLATION PROCEEDURE WITH A MINIMUM OF 10d(.148"X 3")NAILS OR AS REQUIRED BY THE HANGER MANUFACTURER.FAILURE TO COMPLY MAY REQUIRE ADDITIONAL 3x8= 5x8 CONSIDERATIONS TQDISTRIBUTE LOADS BETWEFINA 1HE PL S. 5 35 s 37 3a 39 5.00 12 r ffe. 1 3x6 29 5x6 7 3x4 Special Special 28 3,. \\40 4x8 304= 3x6 I I 8 7x14 MT18H= 27 41 oh 4x6 23 1��\1042 11 d u - 14 a 1 .. a 44 N r4 //211 2 E; u 3x4 - l - d .. 45 22:246 21 47 20 19 48 49 18 50 51 17 16 52 15 53 14 54 13 55 12 4x6-3x6 I I 4x8= 5x8 2x4 I I 4x8- 4x6= 4x12 - 7x14 MT18H= 4x8= 5x8= 2x4 H 22-0-0-0020--,y11'122. 8-7-10 1467 i 21-0-12 i 27-7-1 1 31-0-0 1 35-7-9 ( 3a-1-12 401-8 I 6-4-14 5-10-13 6-6-5 6-6-5 3-4-15 4-7-9 2-6-3 1-11-12 Plate Offsets(X.Y)- [2:0-2-8.0-1-12],[6:0-3-8,0-2-8J.[7:0-2-8,0-1-8].[8:0-2-12,0-2-0].[12:Edge.0-4-4].[14:0-4-12,0-2-0].[21:0-3-4,0-2-01 TOADING(psf) 25 0 SPACING- 2-0-0 CSL DEFL. in (lac) l/defl Lid PLATES GRIP CLL(Roof Snow 25.0) Plate Grip DOL 1.15 TC 0.85 Vert(LL) -0.26 16-18 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.55 Vert(TL) -0.45 16-18 >999 180 MT18H 220/195 BCLL 0.0* Rep Stress Incr NO WB 0.68 Horz(TL) 0.14 12 n/a Na BCDL 10.0 Code IBC2012/TPI2007 (Matrix) Weight:515 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-3-0 oc purlins, except . BOT CHORD 2x6 DF Not"Except" end verticals,and 2-0-0 oc purlins(4-3-14 m x 1-4-6_10-11. B3:2x6 DF 2250F 1.7E BOT CHORD Rigid ceiling directly applied or 10-0-0 tip WEBS 2x4 DF Std G"Except' 6-0-0 oc bracing:1-22,21-22. �� u FS Btr W17,W11,W13:2x6 DF No.2,W2,W14:2x4 DF No.1& G Co- G]NE uz/ W12:2x10 DF SS c\ . ..„ 0� REACTIONS. (lb/size) 12=8079/0-5-8,22=3174/0-5-8 89782 P E �r" Max Horz 22=156(LC 90) Max Uplift12=-1661(LC 11),22=-841(LC 10) Max Gray 12=8411(LC 30),22=3804(LC 30) 40 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. -$7 OREGON 's, TOP CHORD 1-25=-586/433,2-25=-531/439,2-26=-6121/1392,26-27=-5984/1401,27-28=5980/1401, 2(J 25) Q X31=55566421146,3329=6222/1524,5642/1464,32-3-5/1533,642/1464,4-30=-5642/1464, 3-34 5642/1464, �RY \��¢ 5-34=-5642/1464,5-35=7164/1726,35-36=7164/1726,36-37=-7164/1726, pA UL 37-38=-7164/1726,6-38=-7164/1726,6-39=7636/1821,7-39=-7760/1812, 7-40=-934212053,8-40=-9421/2045,8-41=-11745/2371,9-41=11795/2369, 9-42=-13896/2759,10-42=-14170/2803,10-43=-457/91,43-44=-457/91,11-44=-457/91, EXPIRES: 12/31/2016 11-12=-372/68 BOT CHORD 1-45=-3901569,22-45=-3901569,22-46=-390/569,21-46=-390/569,21-47=-1349/5520, 20-47=-1349/5520,19-20=-1690/7075,19-48=-1690/7075,48-49=-1690/7075, 18-49=-1690/7075,18-50=1690/7075,50-51=-1690/7075,17-51=-1690/7075, 16-17=1690/7075,16-52=-180018636,15-52=1800/8636,15-53=-2413/12154, 14-53=-2413/12154,14-54=-1694/8558,13-54=-1694/8558,13-55=1678/8491, 12-55=1678/8491 WEBS 2-22=-3441/863,2-21=-1087/4997,3-21=-709/255,3-20=-470/621,4-20=251/1396, iv W .144, , 5-20=-2164/590,5-18=0/385,5-16=458/320,6-16=-349/1979,7-16=-2384/432, ' 4,..-'.3� F 7-15=-356/2383,15-23=-4223/733,8-23=-5607/972,14-24=-2824/621,8-24=-28241621, ,_ 10-14=1060/5394,10-13=-727/172,10-12=10938/2160,23-24=272/1565, • Iii: - 9-24=-2255/431 7r NANOTES- r P �' 51976 w 32., 4QISTW'' ‘.7.,S, SIONAL Continued on page 2 February 18,2016 1 f WARNING•Verifydesign ®� g parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE Mg•7473 rev,1010312015 BEFORE USE. Design valid for use only with Milek49 connectors.This design is based only upon parameters shown,and is for an individual building component,not " a truss system.Belpre use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing k M`Te " is always required for stability and to prevent collapse with possible personal injury and properly damage.For general guidance regarding the MiTek" fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPU Qualify Criteria 038-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741086 81600175 DO7 CALIFORNIA 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 - 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:36:42 2016 Page 2 ID:PkD_XJGOgL_6gjCg1SXZKzsw5O-ArUHZkZwFOn_if8ct7CDAnVPOJN5zeg9n4reeEzjuEp NOTES- 7)*This truss has been designed for a five load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 8)A plate rating reduction of 20%has been applied for the green lumber members. 9)Refer to girder(s)for truss to truss connections. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 408 lb uplift at joint 16 and 470 lb uplift at joint 24. 11)This truss has been designed for a moving concentrated toad of 250.OIb live and 17.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 12)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss_ 13)Graphical purlin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. 14)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)326 lb down and 243 lb up at 20-0-0,and 326 lb down and 243 lb up at 22-1-8 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-5=-64,5-8=-64,7-10=-64,11-13=-64,13-15=-64,1-18=-20,16-17=-20 Concentrated Loads(ib) Vert:35=-227 38=-227 • e � ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M/1-7473 me.10/03/2015 BEFORE USE. Design valid for use only with Mireke connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and properly damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/711 Quality Criteria,038-89 and SCSI Budding Component 250 Kkg Circle Safely Information available from Truss Plate Institute,218N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741086 61600175 007 CALIFORNIA 1 1 Job Reference(optional) 4 Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:36:42 2016 Page 1 ID:PkD_XJGOgL_6gjCg1 SXZKzsw5O-ArUHZkZwFOn_tfact7CDAnvPQJN5zeg9n4reeEzjuEp 21-0-12 22-4-9 1 2-2-12 1 9-6-0 1 15-5-15 9&75 19 ¢75 �2-2A 11 267-9 I 2986 I 35-6-0 2-2-72 734 5-11-15 43-0 5-50 i-t-13 4-3-0 3-0-7 5-10-0 i 1-1-13 0-2-0 Scale=1:66.4 5.00112 2x4 11 2x4 I I 6 8 11 12 5x8 32 33 3x8=2p3 40 5x10 31 5 s 11 9 1!_ 41 4x8% 30 s _s' , 42 3x6 II 29 34 3 38 39 13- 14 3x4`4 \�� 3 '' �� ��� 44 4x12 as \X15 28 _ :7_ _ - 4928:2,27__.....--" 16E I',7 17 II 1 25 . 8x12= 53 3x6 1‘4 ai _ - =o _b .Ir a g c5 45 24 23 21 20 46 47 22 48 49 5051 19 52 18 3x6= 3x4 I I5x8= 5x12 MT18H= 2x4 I I 5x10= 2x4 I I 3x8 = 1 2-0-0 20_,t 0--2-�-I2 9-6-0 1 15-5-15 I 21-0-12 I 26-7-9 1 29-8-0 1 35-6-0 I 2-0-0 7-3-4 5-11-15 5813 5-6-13 3-0-7 5-10-0 Plate Offsets(X,Y)- [2:0-3-0,0-1-121[13:0-2-12,0-2-4].[15:0-4-12,0-1-12],[17:0-4-4,0-3-0].[19:0-2.4.0-2-01[23:0-3-9,0-2-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) 1/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.93 Vert(LL) -0.25 20-21 >999 240 MT20 220/195 (Roof Snow 25.D) Lumber DOL 1.15 BC 0.63 Vert(TL) -0.41 20-21 >957 180 MT18H 220/195 TCDL 7.0 Rep Stress!nor YES WB 0.88 Horz(TL) 0-11 16 n/a n/a BCLL 0.0* Code IBC2012/TPI2007 BCDL 10.0 (Matrix) Weight:218 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G`Except* end verticals,and 2-0-0 oc purlins(2-10-2 - B3:2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 6-0-0 o iv!.P R WEBS 2x4 DF Std G*Except* WEBS 1 Row at midpt 9-21,9- �Q> DFF6, W2,W10,W11:2x4 DF No.1&Btr G,W12:2x6 DF No.2 MiTek recommends that Stab '<I-3)A.. P4 be installed during truss ere,I pit . • .• Qi Installation guide. '4 '. :. : ' 91„- REACTIONS. (Ib/size) 16=1663/Mechanical,24=1794/0-5-8 Max Horz 24=235(LC 84) Max Uplift16=408(LC 13),24=470(LC 12) Max Gras 16=2479(LC 30),24=2517(LC 30) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown- 9 OREGON oma;" TOP CHORD 1-25=-346/544,2-25=-320/550,2-26=-3987/689,26-27=-3941/693,27-28=-3865/699, �- 1 , xI Fly '1 �' Q' 3-28=-3857/711, 16/760, 4/761, 85/766, 73/773, 31-32=-3387/774,5-323363/775,5-34=3228/866,7-34==-3228/866,7-35=-3228 866, �� JCA UL R\�� 35-36=-3228/866,9-36=-3228/866,9-37=2591/756,37-38=-2591/756,10-38=-2591/756, 10-39=2590/755,13-39=-2590/755,13-41=-3909/905,41-42=3922/903, 1 14-42=-4020/897,14-43=-4017856,43-44=-4037/847,15-44=4169/846, EXPIRES: 12/31/2016 15-16=-2400/536 BOT CHORD 1-45=-485/372,24-45=-485/372,24-46=-485/372,23-46=-485/372,23-47=-753/3560, 22-47=-753/3560,21-22=-753/3560,21-48=731/3463,48-49=731/3463. 20-49=-731/3463,20-50=-731/3463,50-51=-731/3463,19-51=-731/3463,17-18=-45/282, 14-17=-400/196,17-53=-84/371,16-53=-84/371 WEBS 2-24=2374/621,2-234-613/3216,3-23=-308/240,3-21=-382/209,5-21=-109/608, ?AUL 9-21=-636/263,9-20=0/375,9-19=-1328/380,13-19=-643/161,17-19=-575/3061, v� 13-17=388/1997,15-17=-649/3401,6-7=294/139 0v.W.A314, NOTES- a - T 1)Wind:ASCE 7-10;VuIt=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS. _y `4`r (envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-6-10,Interior(1)3-6-10 to 14-10-11,Exterior(2)14-10-11 to 27-2-13,Interior(1) -" :/ 27-2-13 to 31-8-10 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ,'d 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 �O .,?,,51976,„0 q 3)Unbalanced snow loads have been considered for this design. SISTER cF' 4)Provide adequate drainage to prevent water ponding. +j' °. 5)All plates are MT20 plates unless otherwise indicated. S/dNAL�� 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Continued on page 2 February 18,2016 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.101032015 BEFORE USE. Design valid for use only with MTeke connectors.This design is based only upon parameters shown,and is for an individual building component,not e a truss system.Before use,the building designer mug verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the a� fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DS11-89 and SCSI Building Component 250 Klug Cirde Safety Information available from Truss Plate Institute,218 N.tee Street,Suite 312 Alexandria,VA 223t4. Corona,CA 92880 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741085 B1600175 006 CALIFORNIA 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:36:39 2016 Page 2 ID:PkD_XJGOgL_6gjCg1 SXZKzsw50-mGo9wiX1z5PPOBP1 B7M/Y8Hxx5Ldmlyj56c_2wzjuEs NOTES- 8)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 342 lb uplift at joint 11 and 420 lb uplift at joint 19. 10)This truss has been designed for a moving concentrated load of 250.01b live and 17.Olb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 11)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 12)Graphical puffin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)163 lb down and 181 lb up at 18-0-0,and 163 lb down and 181 lb up at 24-1-8 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-4=64,4-5=-64,4-7=-64,7-8=-64,7-10=-64,1-13=-20,11-12=-20 Concentrated Loads(lb) Vert 25=64 30=64 e � ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Nut Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall p building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MITek" is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/iPit Quality Ctenia,DSB-89 and BCSI Budding Component 250 Klug Circle Safely Informalion available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 f Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741085 81600175 DO6 CALIFORNIA 1 1 Job Reference(optional) 4 Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:36:39 2016 Page 1 ID:PkD_XjG0gL_6gjCg1 SXZKzsw5O-mGo9wiX1z5PPOBPI B?PNY8Hxx5Ldmlyj56c_2wzjuEs 1 2-2-12 I 9-6-0 15-5-15 1 17-10-15 I 21-0-12 1_ 24-2-9 1 26-7-9 I 29-8-0 1 35-6-0 2-2-12 7-3-4 5-11-15 2-5-0 3-1-13 3-1-13 2-5-0 3-0-7 5-10-0 Scale=1:65.1 5x8% 5 8 3x8 = 5x10 4 6 5.00 12 24 �� " '_A rc, s ..... ',\� 31 3x6 II 23 25 26 �: 2930 7 \ 9 3x4------ 3 \ ��\\ 32 33 4x12 3 10 34 4x8 22 . ~ _-�----� v 2 21 � i .- 11- 1� 72 1 20 �-- o - __._ f--1 - 8x12= 43 3x6 d X66 n 9 35 36 37 17 3839 4041 42 19 18 16 15 14 13 3x6= 3x4 1 I 5x6= 5x8 3x8 = 2x4 II 5x10 = 2x4 H I 2-0-0 2-202 9-6-0 I 15-5-15 I 21-0-12 I 26-7-9 1 29-8-0 I 35-6-0 1 2-0-04-'12 7-3-4 5-11-15 5-6-13 5-6-13 3-0-7 5-100 Plate Offsets(KY)- [2:0-3-4,0-1-12],[7:0-3-0,0-2-4].[10:0-5-0.0-1-121[12:0-3-4,0-3-8],[14:0-1-12,0-2-4],f18:0-2-0,0-2-41119:0-2-8,0-1-61 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.82 Vert(LL) -0.23 15-16 >999 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.67 Vert(TL) -0.39 15-16 >999 180 BCLTCDL L 0.0*7.0 Rep Stress MuYES WB 0.83 Horz(TL) 0.10 11 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix) Weight:208 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G*Except end verticals,and 2-0-0 oc purlins(3-0-1 m. - - B3:2x4 OF Std G BOT CHORD Rigid ceiling directly applied or 6-0-0 o .i..P Or QF WEBS 2x4 DF Std G*Except* WEBS 1 Row at midpt 6-16,6-�-�{`Q+ es W2,W9,W10:2x4 DF No.1&Btr G,W11:2x6 DF No.2 MiTek recommends that Stab'f1,`(y.r.f ...,-. 1�6-= r: be installed during truss ere•yr.t7l r .. .dance with S..ili Installation guide. •�C/ - - _ *7REACTIONS. (lb/size) 11=1627/Mechanical,19=1764/0-5-8 •- • Ili Max Horz 19=221(LC 80) Max Uplift 11=342(LC 13),19=-420(LC 12) Max Gray 11=2404(LC 30),19=2539(LC 30) FORCES- (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. -574,/ OREGON �"� TOP CHORD 1-20=371/546,2-20=-320/552,2-21=-3918/1096,21-22=-3762/1106,3-22=-3758/1118, '7,9,2t1� 5 �' .7 3-23=-3487/1251,23-24=-3362/1260,4-24=3263/1268,4-25=-3124/1419, RY �� 25-26=-3124/1419,26-27=-3124/1419,6-27=3124/1419,6-28=-2520/1258, PA UL n' 28-29=-2520/1258,29-30=2518/1259,7-30=2515/1259,7-31=-3726/1383, 9-31=3837/1378,9-32=3870/1404,32-33=3895/1395,33-34=4000/1394, 10-34=-4022/1385,10-11=-2326/830 EXPIRES: 12/31/2016 BOT CHORD 1-35=-487/402,19-35=-487/402,19-36=-487/402,18-36=-487/402,18-37=-1024/3469, 17-37=1024/3469,16-17=-102413469,16-38=-1129/3103,38-39=-1129/3103, 15-39=-1129/3103,15-40=1129/3103,40-41=-1129/3103,14-41=-1129/3103, 12-13=-45/282,9-12=-325/188,12-43=114/372,11-43=114/372 WEBS 2-19=-2404/830,2-18=-959/3094,3-18=290/238,3-16=405/212,4-16=-18/437, 6-16=-385/185,6-15=0/375,6-14=-916/293,7-14=-919/459,12-14=-1088/2967, 7-12=-477/1871,10-12=1125/3262 '` NOTES- x,01 WASI` 7 1)Wind:ASCE 7-10;VuIt=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.Il;Exp B;enclosed;MWFRS '�ETr 4/// 0 (envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-6-10,Interior(1)3-6-10 to 12-10-11,Exterior(2)12-10-11 to 17-10-15, •ir, 1 Interior(1)20-7-15 to 21-7-5,Exterior(2)24-2-9 to 35-3-4 zone;cantilever left and right exposed;C-C for members and forces&MWFRS ' for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 r •4 3)Unbalanced snow loads have been considered for this design. '..°141:: ]9?6 4)Provide adequate drainage to prevent water ponding. �FSTE 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will �ONAL 1 fit between the bottom chord and any other members,with BCDL=10.0psf. aA Agate on pge 2uction of 20%has been applied for the green lumber members. February 18,2016 I l AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE M9-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and is for an individual budding component,not > a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design.Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing Mak' A:B`®k' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the R fabrication,storage,derrvery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Qualify Critedo,DSB-89 and SCSI Building Component 250 Klug Circle Safety tnformaton available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona CA 92880 Job Truss - Truss Type Qty Ply EPR Design-Memory Care K1741084 61600175 • 005 CALIFORNIA 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:36:37 2016 Page 2 tD:PkD_XjGogL_6gjCg1 SXZKzsw50-puhOV0VnRU9hnuGf4ac2TjBaPigrIOTQdo7uz1zjuEu NOTES- 9)Provide mechanical connection(by others)of truss to beating plate capable of withstanding 407 lb uplift at joint 9 and 471 lb uplift at joint 17. 10)This truss has been designed for a moving concentrated load of 250.OIb live and 17.Olb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 11)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 12)Graphical purtin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)147 lb down and 137 lb up at 15-11-10,96 lb down and 96 lb up at 18-0-12 ,200 lb down and 143 lb up at 20-0-12,200 lb down and 143 lb up at 22-0-12,and 96 lb down and 96 lb up at 24-0-12,and 147 lb down and 137 lb up at 26-1-14 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plt) Vert:1-4=64,4-6=-64,6-8=-64,1-11=-20,9-10=-20 Concentrated Loads(Ib) Vert:24=-76 25=49 26=-149 29=-149 31=-49 32=76 t � ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED NITER REFERENCE PAGE 2011-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for on individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP11 Quality Criteria,DSB-89 and ICS!Building Component 250 Klug Circle Satety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741084 81600175 DO5 CALIFORNIA 1 1 Job Reference(optional) e- Pro-build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:36:36 2016 Page 1 ID:PkD_X_iGOgL_6gjCg1 SXZKzsw5O-Li7OIgU9gA1 r9khTWs5pwWfPfuKcZxDHPBOKRbzjuEv I 2-2-12 9-6-0 ( 15-5-15 15-'0{15 21-0.12 26-2-s _ zr s zsao I 35-6-0 2-2-12 7-3-4 5-11-15 0.5-0 5-1-13 5-1-13 0. 3-0.7 5-10-0 Scale=1:65.1 5x6 3x8= 5x10 1,34 r5z,25 26 9,,27ms.7 28 29 I. 31 P 32 33 5.00 'Ilia /� ` --- 3x4 \ 7 3x4%� �% SxB C 8 zozj y 4x8% / r. r ,9 ,7,, 2 10 16/ '� -______,___ 8x12 = 43 5x6 N of ,r18 35 36 18 37 15 14 3839 13 4041 12 42 11 3x6= 3x4 rl 4x8- 5x8= 3x8 = 2x4 II 4x12= 2x4 II I 2-0-0 2-202 9-6-0 I 15-5-15 I 21-0-12 26-7-9 29-8-0 I 35-6-0 I 2-0-00-2-)2 7-3-4 5-11-15 5-6-13 5-6-13 3-0-7 5-10-0 Plate Offsets(KY).— 12:0-3-0 0-2-01.16:0-2-8.0-2-8],[7:0-0-5.0-1-81[8:Edge.0-2-01.[9:Edge.0-3-9].[10:0-3-8,0-3-81[12:0-3-0.0-1-8],[16:0-3-9,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.88 Vert(LL) -0.20 13-14 >999 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.63 Vert(TL) -0.37 13-14 >999 180 TCDL 7.0 BCLL 0.0` Rep Stress MuYES WB 0.83 Horz(TL) 0.09 9 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 (Matrix) Weight:202 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G`Except* end verticals,and 2-0-0 oc purlins(3-9-3 max 1-42i, B3:2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 6-0-0 o y..PR D,c WEBS 2x4 DF Std S*Except* WEBS 1 Row at midpt 5-14,5- ‹c.8?,. Fs�p� W2,W9,W10:2x4 DF No.1&Btr G MiTek recommends that Stab r. .•.--. r. z. ""CI be installed during truss ere,) I I .� .dance with S..ill Installation guide. CC/7 -7 REACTIONS. (Ib/size) 9=1697/Mechanical,17=1822/0-5-8 14 .- • = lila Max Horz 17=196(LC 12) Max Uplift9=-407(LC 13),17=-471(LC 12) Max Gray 9=2153(LC 30),17=2472(LC 30) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. 9 OREGON 0''s er TOP CHORD 1-18=-329/547,2-18=-3181553,2-19=-35571705,519-20=-3402/714,20-21=-3402/715,11 , AIRY .\ 2 „ 3 24-25=2701/751325-26=2601/75126-279270 /751,527=920 /751,5-28=72152/644, �r pq UI. (\\1� 28-29=-2152/644,29-30=-2147/644,30-31=2147/644,31-32=2145/644,6-32=-2141/644, 6-33=-3378/953,7-33=3490/945,7-34=-3477/869,8-34=-3601/859,8-9=2076/539 BOT CHORD 1-35=-489/298,17-35=-489/298,17-36=489/298,16-36=-489/298,16-37=-722/3141, EXPIRES: 12/31/2016 15-37=-722/3141,14-15=-722/3141,14-38=-636/2775,38-39=636/2775, 13-39=636/2775,13-40=-636/2775,40-41=-636/2775,12-41=636/2775,10-11=45/282, 7-10=-492/258,10-43=-85/336,9-43=85/336 WEBS 2-17=-2326/620,2-16=-650/2903,3-16=-266/233,3-14=517/255,4-14=-58/494, 5-14=-422/179,5-13=0/375,5-12=1001/297,6-12=622/166,10-12=-533/2533, 6-10=-469/1869,8-10=-658/2907 PAUL , ip NOTES- O-f VJ>1S ' 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=42psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS fw ,«.>.0 (envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-6-10,Interior(1)3-6-10 to 10-7-8,Exterior(2)10-7-8 to 15-7-12,Interior(1) `t ":�F '' 20-7-15 to 21-7-5,Exterior(2)26-7-9 to 35-4-4 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for -„ ' ' reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 7�.y ,, 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. ..t. '1�r 4)Provide adequate drainage to prevent water ponding. 4.,,,,51976_ , w 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �� fiGjSTVT�'" )'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will S' fit between the bottom chord and any other members,with BCDL=10.Opsf. `s,10]�1Aj, � 7)A plate rating reduction of 20%has been applied for the green lumber members. Continued on pages!for truss to truss connections. February 18,2016 t f A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED NITER REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. NI. Design valid for use only with M7elaID connectors,This design is based only upon parameters shown,and is for an individual budding component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design into the overall e+� building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and properly damage.For general guidance regarding the fabrication,storage,derrvery,erection and bracing of trusses and truss systems,see ANSI/TPU Quality Criteria,DS11-89 and SCSI Building Component 250 Klug Circle Safety tMomwlion available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss EPR esign- ory B 600175 D04s California pe Qty Ply 1 Job Reference(optional) a )Care K1741083 Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:36:34 2016 Page 2 ID:PkD_XJGOgL_6gjCg1 SXZKzsw5O-PJ?Gt_Tv8Zn7wQX4PR3Lr5Z6o4cK54y_xgvDMizjuEx NOTES- 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8)A plate rating reduction of 20%has been applied for the green lumber members. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 436 lb uplift at joint 27 and 436 lb uplift at joint 19. 10)This truss has been designed for a moving concentrated load of 250.Olb live and 17.OIb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 11)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)170 lb down and 189 lb up at 14-0-0,and 170 lb down and 189 lb up at 28-1-8 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-4=-64,4-7=-64,6-12=-64,13-15=-64,15-18=-64,1-18=20 Concentrated Loads(Ib) Vert:34=-89 43=89 e f ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE ANI-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MTeke connectors.Thu design is based only upon parameters shown,and is for on individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mr1'@k` is always required for stability and to prevent collapse with possible personal injury and properly damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/IP11 Quality Criteria,058-89 and SCSI Budding Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. - Corona,CA 92880 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741083 81600175 D04 California I 1 Job Reference(optional) .r Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc.Thu Feb 18 12:36:34 2016 Page 1 ID:PkD_X_IGOgL_6gjCg1 SXZKzswSO-PJ?Gt_Tv8Zn7wQX4PR3Lr5Z6O4cK54y_xgvDMizjuEx 15-2-3 28-4-9 2-2-12 I S43 I 93-10 13&15 13-1 15 21-0.12 I 2611-5F18-3_-,2911 32-414 364-5 I 39-10.12 42-}-B 2-2-t2 3-6-7 3-66 4-SS 0--0 5-10-9 5-10-9 4$b 36-7 3-67 2-2-12 1-3-4 0-2-0 Scale=1:75.8 2x4 I I 2x4 II 2x4 II 2x4 I I 5.00 1125x6 5 7 13 14 32 - 4x4 = 4x8= 4x8=4x4=�\ 45 586 314 8 9 ry11 1 �\ 15 3x8% 30„.„----"<-01 •__ r _ s _ai z= w. 46 3x8 3 y., °335 36 3 i • 40 41 10 •• 43 44 47 16 co 2x4 29/ .,:' \ 48 2x4 II N tr. v 1 28/n4 iir• /� 9 \ �`�`17 4918 50 27 51 26 52 25 24 23 53 22 21 54 20 55 rzr _Rik Ia'19 d 56 3x6= 3x8= 3x10 = 3x4=5x12 MT18H= 204 I I 3x4 = 3x10 = 3x8 = 3x6 = 5x12 MT18H= 42-1-8 z-0.020131122 _112 9-3-10 15-2-3 I _ 21-0-12 1 26-11-5 I _ 32-9-14 I 39-10-12 40,1x8 2-0-00--12 7-0-14 5I 10-10 _ 5-10-9 5-10.9 510.10 7-0-14 0-T-122-0-D Plate Offsets(X.Y)- [3:0-3-8,0-1-8 [16-0-3-8 0-1-81,119:0-3-8 0-1-81 [27:0-3-8 0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.68 Vert(LL) -0.34 23 >999 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.75 Vert(TL) -0.72 22-23 >628 180 MT18H 220/195 TCDL 7.0 Rep Stress Incr YES WB 0.62 Horz(TL) 0.23 19 n/a n/a BCLL 0.0 BCDL 10.0 Code IBC2012/TP12007 (Matrix) Weight:238 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr C Except` TOP CHORD Structural wood sheathing directly applied or 3-6-3 oc purlins,except T2,T3:2x6 DF No.2 2-0-0 oc purlins(3-6-5 max.):4-15. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 5-10-1 - T i i . .0,, WEBS 2x4 DF Std G WEBS 1 Row at midpt 3-27,8- • 4c7.,, r. Fs MiTek recommends that Stab -.. "`T. S'1 4. be installed during truss ere,y rr . . .ance with S..16 Installation guide. cc- 89782PE 1'< REACTIONS. (lb/size) 27=1878/0-5-8,19=1878/0-5-8 Max Horz 27=113(LC 91) Max Uplift27=-436(LC 8),19=-436(LC 9) Max Gray 27=2395(LC 30),19=2395(LC 30) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. -57OREGON CZ) TOP CHORD 1-28=-282/582,2-28=-276/588,2-29=-280/550,3-29=-267/567,3-30=-3320/935, 2'f� ��/,CiRY 9, Q; 30-31=-3249/937,4-31=-3191/942,4-33=-3040/1025,6-33=-3040/1025,6-34=-3040/1025, a V 34-35=-3040/1025,8-35=3040/1025,8-36=-4179/1512,36-37=-4179/1512, PAUL I\ 37-38=-4179/1512,9-38=-4179/1512,9-39=-4179/1512,39-40=-4179/1512, 40-41=-4179/1512,10-41=-4179/1512,10-11=-0179/1512,1142=-3040/1025, 42-43=-3040/1025,1243=-3040/1025,1244=-3040/1025,15-44=3040/1025, EXPIRES: 12/31/2016 15-46=3191/942,46-47=3249/937,16-47=-3320/935,16-48=267/567,17-48=280/550, 17-49=276/588,18-49=282/582 BOT CHORD 1-50=-524/247,27-50=-524/247,27-51=-61012578,26-51=-610/2578,26-52=-1231/4179, 25-52=-1231/4179,24-25=1310/4751,23-24=-1310/4751,23-53=-1310/4751, 22-53=-1310/4751,21-22=1231/4179,21-54=-1231/4179,20-54=-1231/4179, 20-55=610/2578,19-55=-610/2578,19-56=-524/247,18-56=-5241247 1AUL WEBS 2-27=452/202,3-27=-3150/912,3-26=-168/655,4-26=-135/790,8-26=1900/581, � 8-25=-19/521,9-25=-749/157,9-23=01384,9-22=-749/157,11-22=-19/521, �0)WA , W �r11-20=-1900/581,15-20=-135/790,16-20=-168/655,16-19=-3150/912,17-19=-452/202, S ,5-6=290/145 :41. O f `L -NOTES- J 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)0-0-0 to 4-2-9,Interior(1)4-2-9 to 7-11-7,Exterior(2)7-11-7 to 13-10-15,Interior(1) r0 �`r 19-6-10 to 22-6-14,Exterior(2)28-2-9 to 42-1-8 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for '1� r1'.51976 w reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 �,� brs.sg ,�5� 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 4' 3)Unbalanced snow loads have been considered for this design. `%NAL 4)Provide adequate drainage to prevent water ponding. ,All elate narreegMT 0 plates unless otherwise indicated. February 18,2016 o f NIMMI ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.104)3!2015 BEFORE USE. Design valid for use only with MiTek®connectors.ibis design is based only upon parameters shown,and is for on individual building component,not > a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members onty.Additional temporary and permanent bracing �Y�R Mak' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the R fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPD Quality Criteria,0511-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741082 61600175 D03 California 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:36:30 2016 Page 2 ID:PkD_XjGOgL_6gjCg1SXZKzsw50-XYmI1dQO4KHhRpDJAc_PgFPPBTEo9HfOOCx0ExzjuF7 NOTES- 8)A plate rating reduction of 20%has been applied for the green lumber members. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 513 lb uplift at joint 23 and 513 lb uplift at joint 15. 10)This truss has been designed for a moving concentrated load of 250.OIb live and 17.OIb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 11)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)122 lb down and 195 lb up at 12-0-0,and 122 lb down and 195 lb up at 30-1-8 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(ptf) Vert:1-4=-64,4-5=-64,4-10=-64,10-11=-64,10-14=-64,1-14=-20 Concentrated Loads(lb) Vert:27=-19 34=19 a 1 ..s AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII.7473 res.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.Thu design is based only upon parameters shown,and is for on individual budding component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mi®k" is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Budding Component 250 Klug Circle Safety information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741082 61600175 003 Calffomia 1 1 Job Reference(optional) e- Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc.Thu Feb 18 12:36.30 2016 Page 1 ID:PkD_XjGOgL_6gjCg1SXZKzswSO-XYm11dQO4KHhRpDJAc_PgFPPBTEo9HfOOCx0ExzjuF? 122-22122 l 53-6-73 9-3-10 11121-70-51 5 I 13532-4-3 l 21-0-12 26-11-5 1 30-2-9 l 322-9-14 i 36-4-5 i 39-10-12 1 42-1-8 l 5-10-9 5-10-9 3-3-4 -7-5 3-6-7 3-6-7 2-2-12 Scale=1:75.8 500 -12 5x8% 11 5 4x4 - 4x8- 4x8-4x4- 5x8 4 - 6 7 - 9 ---------.„..‹,_3 3x8% 26 r_. - �. .a r- 11[7 _ _ -----,„__._,.,.,,,;,..:2„..,,,.3_6 3x8 3 27 28 30 �u� 31 8 -t. 33 34 2x4 I I 25.....„. 0� : 2x4 I I q ///fitN 1 ,2 2 - r f6 \u: \�-/ li 13 37 14 It 38 v 39 40 20 41 17 42 43 8 44 23 22 21 19 18 16 15 3x6= 5x6= 4x8- 3x4-5x12 MT1 BH= 2x4 l 3x4 = 4x8= 5x6= 3x6= 5x12 MT18H= 42-1-8 I 2 0 0 2-)12 9310 l 15-2-3 21-0-12 26-11-5 32-9-14 39 10 12 4 1 I 2-0-00.-12 7-0-14 5-10-10 510-9 5-10-9 5-10-10 7.0-14 0-/-122{{1 Plate Offsets(X.Y)- [3:0-3-8,0-1-81[12:0-3-8,0-1-81[15:0-3-0,0-2-121[23:0-3-0,0-2-12] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) l/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.75 Vert(LL) -0.43 19 >999 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.79 Vert(TL) -0.82 18-19 >552 180 MT18H 220/195 TCDL 7.0 Rep Stress Ina YES WB 0.57 Horz(TL) 0.26 15 n/a nfa BCLL 0.0* BCDL 10.0 Code IBC2012/TP12007 (Matrix) Weight:228 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied or 3-2-4 oc purlins,except T2,T3:2x6 DF No.2 2-0-0 oc purlins(3-2-7 max.):4-10. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 5-1-3 0 Y" PF30 WEBS 2x4 DF Std G WEBS 1 Row at midpt 3-23,6- t..513., - Fts' MiTek recommends that Stab"r -.. ••,-8 ,‘,..... -' ' be installed during truss er- Int r .. .dance with S-.16 installation guide. 89782P E -7<0' REACTIONS. (lb/size) 23=1945/0-5-8,15=194510-5-8 Max Horz 23=97(LC 16) Max Uplift23=513(LC 8),15=-513(LC 9) Max Grav23=2450(LC 30),15=2450(LC 30) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown" 9 OREGON �� TOP CHORD 1-24=-285/580,2-24=279/586,2-25=-284/547,3-25=-270/564,3-26=3432/1549, �'T� ' Ay .16,rLQ> ¢� 4-26=-3393/1555,4-27=-3180/1739,27-2 =3180/1739, 6-29=-3180/1739,6-30=-49462059,7-30=4946/2059,7-31=4946 2059, - AA U L 'i\ 8-31=4946/2059,8-9=49462059,9-32=-3180/1739,32-33=-3180/1739, 33-34=-3180/1739,10-34=-3180/1739,10-35=-3393/1555,12-35=-3432/1549, 12-36=-270/564,13-36=-284/547,13-37=279/586,14-37=-285/580 EXPIRES: 12/31/2016 BOT CHORD 1-38=522/249,23-38=-522/249,23-39=-963/2643,22-39=963/2643,2240=-1692/4946, 21-40=1692/4946,20-21=-1758/5531,19-20=-1758/5531,19-41=-1758/5531, 18-41=-1758/5531,17-18=1692/4946,17-42=-169214946,16-42=-1692/4946, 16-43=-963/2643,15-43=-963/2643,15-44=522/249,14-44=-522/249 WEBS 2-23=470/275,3-23=-3213/1277,3-22=490/846,4-22=90/795,6-22=-2112/469, 6-21=27/493,7-21=-696/171,7-19=0/384,7-18=-696/171,9-18=-27/493, ?AUL RI. 9-16=-2112/469,10-16=-90/795,12-16=490/846,12-15=-3213/1277,13-15=470/275 1,), v:41.,WAS NOTES- e��,� �- - Y,, 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4,2psf;BCDL=6.Qpsf;h=25ft;Cat.I1;Exp B;enclosed;MWFRS ��t" „t�y",!'--"`-.! �p (envelope)gable end zone and C-C Exterior(2)0-0-0 to 4-2-9,Interior(1)4-2-9 to 5-9-3,Exterior(2)5-9-3 to 11-10-15,Interior(1)15-2-3 v l =-' 1, to 26-8-10,Exterior(2)30-2-9 to 42-1-8 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions 74110-7 shown;Lumber DOL=1.60 plate grip DOL=1.60 --y 4. 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1p i g, 3)Unbalanced snow loads have been considered for this design. + 5147 <y 4)Provide adequate drainage to prevent water ponding. d,{,. .q'C}jg.elty " ,•4 5)All plates are MT20 plates unless otherwise indicated. S G 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads- �'QTIALV• 7)fi*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will Continued between bottom chord and any other members. February 18,2016 e I ®WARNING-Verify design parameters and READ NOTES ON MIS AND INCLUDED MUTE(REFERENCE PAGE 11111-74T3 rev.30/03/2015 BEFORE USE. Design valid for use only with MiTek�connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overaN building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Milek* is always required far stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the r, IC fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSI-89 and BCSI BuId,ng Component 250 Klug Circle Safely Information available from Truss Plate Institute,218 N.lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741081 , 61600175 D02 California 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:36:27 2016 Page 2 ID:PkD_XJGOgL_6gjCg t SXZKzsw5O-6z4cPbN W nPu6aL V kUTRi3dnayGBpyufyKFi MdczjuF2 NOTES- 7)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8)A plate rating reduction of 20%has been applied for the green lumber members. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 837 lb uplift at joint 21 and 837 lb uplift at joint 13. 10)This truss has been designed for a moving concentrated load of 250.01b live and 17.01b dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 11)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)119 lb down and 180 lb up at 9-11-10,116 lb down and 134 lb up at 12-0-12,211 lb down and 181 lb up at 14-0-12,255 lb down and 210 lb up at 16-0-12,211 lb down and 210 lb up at 18-0-12,182 lb down and 210 lb up at 20-0-12,182 lb down and 210 lb up at 22-0-12,211 lb down and 210 lb up at 24-0-12,255 lb down and 210 lb up at 26-0-12,211 lb down and 181 lb up at 28-0-12,and 116 lb down and 134 lb up at 30-0-12,and 119 lb down and 180 lb up at 32-1-14 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-4=-64,4-9=-64,9-12=-64,1-12=-20 Concentrated Loads(Ib) Vert:25=7 26=51 27=-142 29=-186 30=-142 31=-113 32=-113 33=-142 34=-186 36-'-142 37=-51 38=7 a � NMI®WARNING-Very design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111-7473 rev.10103/2015 BEFORE USE. Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and is to an individual building component,not a truss system.Before use,the building designer must verily the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MT l is always required for stability and to prevent collapse with possible personal injury and properly damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSS-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 4, Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741081 B1600175 D02 California 1 1 Job Reference(optional) ,,' Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:36:26 2016 Page 1 ID:PkO_X_IGOgL_6gjCg1 SXZKzsw50-emWECFMt16mFyCwYxmwTWPEICsraERPo5bzo5AzjuF3 2-2-12 5-9-3 9-3-10 9-0-}}5 15-2-3 21-0-12 26-11-5 32-2-9 329-4 36-4-5 39-10-12 42-1-8 z-z-12 36-7 3 6 6 al-S 5-3-4 5-10-9 I 5-10-9 5-3-4 017- 3 6 7 3 6 7 z-zaz Scale=1:75.8 � 5x8- 508 500 112 4x6- 4x8= 4x8-4x6- 4 5 r,26 27 28 4 30 31 32 33 7 34 ,35 36 37,, ,Z38 3x10% 24 __ -ICI s 39 3x10 3 / \\ 10 2x4 II 23 / ��40 2x4 4 11 2 22 / � v 1 vrly.S �. ``1 12 poiliCamommimmmiM 1-7 42 21 43 20 44 19 18 t7 45 16 15 46 14 47 73 48 3x6-_ 508- 4x8- 7x14 MTI8H WB = 304 = 4x8= 5x8 - 3x6 = 3x4- 2x4 I I 5x12 MT18H= 42-1-8 2-0-02 12 9-3-10 sza 210-12 26-10-1-5az-914 39-710-1424ap�s 72-0-0 a 0-i-t2 7-0-14 5-15-10 5-10-9 5-10-9 510-16 7-0-14 0 2-122-0-0 Plate Offsets(X,Y)- [3:0-4-0,0-1-8],[4:0-2-4,0-2-8],[9:0-2-4.0-2-81,[10:0-4-0,0-1-8],113:0-3-9.0-2-121.[14:0-4-0,0-1-121[20:0-4-0,0-1-12],[21:0-3-9,0-2-12] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/defl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.63 Vert(LL) -0.54 17 >831 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.93 Vert(TL) -0.98 16-17 >463 180 MT18H 220/195 TCDL 7.0 Rep Stress Inc- YES WB 072 Horz(TL) 0.32 13 n/a n/a BCLL 0.0" Code IBC2012/TP12007 (Matrix) Weight:224 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G`Except` TOP CHORD Structural wood sheathing directly applied or 2-10-5 oc purlins,except T2,T3:2x6 DF No.2 2-0-0 oc purlins(2-8-0 max.):4-9. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 2-2-0 o 'ie.•R ofc WEBS 2x4 DF Std G WEBS 1 Row at midpt 3-21,5- . C I 4 s OTHERS 2x4 DF No.1&Btr G MiTek recommends that Stab' (Si. • -• '•c.;;• be installed during truss ere,i l r 4 u ance with S edit' . 1.- Installation guide. 89 782 P E REACTIONS. (lb/size) 21=2396/0-5-8,13=2396/0-5-8 Max Horz 21=74(LC 12) Max Uptift2l=-837(LC 12),13-837(LC 13) Max Grav21=2877(LC 30),13=2877(LC 30) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. '9�OREGON 0?, TOP CHORD 1-22=-290/575,2-22=-284/581,2-23=-289/542,3-23=-2761559,3-24=-4253/1430, 'f7 '-' Y 'b `,, <<„ 4-24=-4174/1434,4-25=-3870/1357,25-26=3870/1357,26-27=-3870/1357, �J[- 1 27-28=3870/1357,5-28=-3870/1357,5-29=-5974/2207,29-30=-5974/2207, PAUL R 30-31=-5974/2207,6-31=-5974/2207,6-32=5974/2207,32-33=-5974/2207, 7-33=-5974/2207,7-34=-597412207,8-34=-5974/2207,8-35=3870/1357, 35-36=-3870/1357,36-37=-3870/1357,37-38=-3870/1357,9-38=-3870/1357, EXPIRES: 12/31/2016 9-39=4174/1434,10-39=4253/1430,10-40=-276/559,11-40=289/542,1141=-284/581, 12-41=290/575 BOT CHORD 1-42=516/255,21-42=-516/255,21-43=-1096/3295,20-43=-1096/3295, 20-44=2075/5974,19-44=2075/5974,18-19=2353/6634,17-18=-2353/6634, 17-45=-2353/6634,1645=-2353/6634,15-16=-2027/5974,15-46=-2027/5974, 14-46=-2027/5974,14-47=-1023/3295,13-47=-1023/3295,13-48=-516/255, ?AUL RI 12-48=516/255 1,,i WEBS 2-21=-046/205,3-21=-3999/1380,3-20=-335/895,4-20=-344/1060,5-20=-2589/1035, Ov WM./4v 5-19=-144/587,6-19=-871/389,6-17=0/383,6-16=871/389,8-16=-144/587, ////4 , C� 8-14=-2589/1035,9-14=-344/1060,10-14=-335/895,10-13=-3999/1380,11-13=446/205 '4' _';' 0 NOTES- 7% i 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS ''<i (envelope)gable end zone and C-C Exterior(2)0-0-0 to 15-2-10,Interior(1)15-2-10 to 26-8-10,Exterior(2)26-8-10 to 32-8-2 zone; ,. ,r,, 4 cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 151976 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 , GIST W c S 3)Unbalanced snow loads have been considered for this design, sS 4)Provide adequate drainage to prevent water ponding. S1ONAL g5)All plates are MT20 plates unless otherwise indicated. CbnThis sa9 z M s has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. February 18,2016 t I AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE Mit-7473 rev.1010312015 BEFORE USE. IS Design valid for use only with MTeke connectors.This design is based only upon parameters shown,and is for on individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/191 Quality Criteria,DSB419 and BCSI Building Component 250 Klug Circle Safety information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 223t4. Corona,CA 92880 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741080 81600175 DO1 California Girder 1 2 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:36:23 2016 Page 2 ID:PkD_XjG0gL_6gjCg1 SXZKzsw50-EBr5ZEK?kBOh5kBzFeMmuncFUfo819_MPdk8UrzjuF6 NOTES- 2)All loads are considered equally applied to alt plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-10;Vult=l40mph(3-second gust)Vasd=111 mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS(envelope)gable end zone;cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 5)Unbalanced snow loads have been considered for this design. 6)Provide adequate drainage to prevent water ponding. 7)All plates are MT20 plates unless otherwise indicated. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10)A plate rating reduction of 20%has been applied for the green lumber members. 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1186 lb uplift at joint 21 and 1186 lb uplift at joint 12. 12)This truss has been designed for a moving concentrated load of 250.0Ib live and 17.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 13)Girder carries hip end with 7-7-12 end setback. 14)"Fix heels only"Member end fixity model was used in the analysis and design of this truss_ 15)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)501 lb down and 146 lb up at 7-5-6,and 501 lb down and 146 lb up at 34-8-2 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-64,3-9=-147,9-11=-64,1-35=-20,35-41=-46(F=-26),11-41=-20 Concentrated Loads(Ib) Vert:3=501 9=-501 1 � AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE M/67473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP11 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 Fl.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741080 81600175 DO1 California Girder 1 2 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:36:23 2016 Page 1 ID:PkD_XJGOgL_6gjCg1 SXZKzsw5O-EBr5ZEK?kBOh5kBzFeMmuncFUfo819_MPdk8UrzjuF6 2-2-12 1 7-3-10 7-]0-5 12-9-11 18-3-13 1 23-9-11 i 29-3-13 I 34-2-9 349 -14 39-10-12 I 42-1-8 I 2-2- 12 SO-14 -7 410-12 5-6-2 5-5-14 5-6-2 4-10-12 0-7-5 5-0-14 2-2-12 Scale=1:75.1 I 7814 MT18H= 5.0012 7x14 MT18H= 4x6- 4x4 = 284 II p 488 =486= 3 m 24 ,25 4 �6 as 5 ea 6a 6 6a 2017_ 688 299 30 w 9 4x8% i� DLRJPJ \\ 4x8 vr' \<------- ---------- ��., / // _-- 10w a 12r _ `'s`32 71MNI ISI °� Ib1 S�\ Ii.o . 33 21 34 20 35 36 t9 18 37 17 38 16 15 39 14 40 13 41 42 12 43 4x6-3x6 I I 6x8= 4x8= Sz12 MT18H-_ 4x8= 4x8= 6x8= 3x6 I I 4x6 4x6= 5x12 MT18H= 42-1-8 F2_-_0-.1,20.1f2 7-3-70 12-9-It H 18-3-13 i 23-9-11 29-3-13 34-9-14 1 39-10-12 .r.1: 2-0-0 5-0-18 5-62 5-6-2 5-5-14 5-6-2 5-6-2 5-0-14 0--2 2-0-0 Plate Offsets(X,V)- [2:0-3-0,0-1-12],[3:0-10-12,0-2-8],[9:0-10-12,0-2-8],[10:0-3-0,0-1-12],[12:0-3-12,0-1-8],[13:0-3-9,0-3-0],[14:0-2-12,0-2-0],[16:0-1-12,0-2-0],[19:0-2-12 .0-2-0],[20:0-3-9,0-3-0].[21:0-3-12,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.59 Vert(LL) -0.55 16-17 >821 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.98 Vert(TL) -1.11 16-17 >407 180 MT18H 220/195 TCDL 7.0 Rep Stress[nor NO WB 0.44 Horz(TL) 0.17 12 n/a n/a BCLL 0.0* Code IBC2012/TP12007 BCDL 10.0 (Matrix) Weight:494 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G`Except` TOP CHORD Structural wood sheathing directly applied or. -: .. .urlins,except. T2,T3:2x6 DF No.2 2-0-0 oc purlins(3-9-12 max.):3-9. �,y OP4- 130T BOT CHORD 2x6 DF No.2*Except* BOT CHORD Rigid ceiling directly applied or 6 1 tio. P R F B2:2x6 DF 2250F 1.7E t- WEBS 2x4 DF Std G`Except* c�� ���]NE - f©� W2,W4,W6:2x4 DF No.1&Btr G <rj ct- 89782PE Q1-' REACTIONS. (lb/size) 21=3748/0-5-8,12=3748/0-5-8 Max Horz 21=-56(LC 15) Max Uplift2l=-1186(LC 6),12=1186(LC 7) Max Gray 21=4132(LC 27),12=4132(LC 27) 40 9,/OREGON o''' FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown_ TOP CHORD 1-22=-585/424,2-22=-566/430,2-23=-7401/2020,3-23=-7364/2033,3-24=-11966/3348, �i4 �4 RY '1 5' �� 24-25=-11966/3348,4-25=11966/3348,4-26=-14411/4016,5-26=-14411/4016, 'i PA U \NI 5-27=-14395/4009,6-27=-14395/4009,6-28=-14395/4009,7-28=14395/4009, 7-8=-14395/4009,8-29=-11969/3349,29-30=-11969/3349,9-30=11969/3349, 9-31=-7363/2033,10-31=-740112020,10-32=-567/430,11-32=586/424 BOT CHORD 1-33=-383/557,21-33=-383/557,21-34=-383/557,20-34=383/557,20-35=-1847/6925, EXPIRES: 12/31/2016 35-36=-1847/6925,19-36=-1847/6925,19-37=-3260/11966,18-37=3260/11966, 17-18=-3260/11966,17-38=-3929/14411,16-38=-3929/14411,15-16=-3263/11969, 15-39=-3263/11969,14-39=-3263/11969,14-40=1851/6924,40-41=-1851/6924, 13-41=-1851/6924,13-42=383/557,12-42=383/557,12-43=383/557,11-43=-383/557 WEBS 2-21=-3729/1118,2-20=-1714/6407,3-20=-1071/438,3-19=1606/5730,4-19=-2431/913, 4-17=-756/2763,5-17=-1046/504,5-16=-258/248,6-16=-1041/502,8-16=-746/2740, pAUL 8-14=-2426/911,9-14=-1609/5734,9-13=1073/438,10-13=-1714/6407, >�jl,_ 1012=-3728!1118 „ ��eS' �Q, NOTEStii• ;1 - 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: J ,,. Top chords connected as follows:2x4-1 row at 0-7-0 oc,2x6-2 rows staggered at 0-9-0 oc. %. Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. ,7e r Webs connected as follows:2x4-1 row at 0-7-0 oc,Except member 20-2 2x4-1 row at 0-9-0 oc,member 20-3 2x4-1 row at 0-9-0 oc, d� 51976" member 19-3 2x4-1 row at 0-9-0 oc,member 4-19 2x4-1 row at 0-9-0 oc,member 17-4 2x4-1 row at 0-9-0 oc,member 5-17 2x4-1 O0 {r,IS j E> F{r row at 0-9-0 oc,member 16-5 2x4-1 row at 0-9-0 oc,member 6-16 2x4-1 row at 0-9-0 oc,member 16-8 2x4-1 row at 0-9-0 oc, �S' member 8-14 2x4-1 row at 0-9-0 oc,member 14-9 2x4-1 row at 0-9-0 oc,member 13-9 2x4-1 row at 0-9-0 oc,member 13-10 2x4-1 S'siONALstici row at 0-9-0 oc. Continued on page 2 February 18,2016 1 / ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. asp e Design valid for use only with MITeke connectors.This design is based only upon parameters shown,and is for on individual budding component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP11 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741079 , 91600175 C12 Roof Special 5 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:36:21 2016 Page 1 ID:PkD_X_IGOgL_6gjCg 1 SXZKzsw5O-HpjL9YJICZ8zsQ1 a8DKIpMXvMrBPZAw3yJF 1QyzjuF8 I 6-7-4 12-8-8 19-0-12 I 72-0-8 I 27-6-0 I 6-2-4 6-6-5 6-4-4 2-11-12 5-5-8 4x8 = Scale=1:58.3 5.00 12 5 20 19 2x4 II 6 3x4%/ \\\ �'�\ 21 4x6% 4 \ 3x6 773 4' 3x4 G IX \ Y • 2 /II �-a __ c.., 9 5x12 MT18H 1�\ 8z8= 28 254 I o ry 1 ____ `�\ n rN 15 23 14 24 13 12 25 26 11 27 10 2x4 H 5x6= 3x4 = 3x6 = 4x8 = 2x4 H I 6-2-4 I 12-8-8 I 19-0-12 I 22-0-8 1 27-6-0 I 6-2-4 6-6-5 6-4-4 2-11-12 5-5-8 Plate Offsets(X,Y)— [5:0-2-0.0-1-4,17:0-2-12,0-1-81,[9:0-2-8,0-3-81.[11:0-1-15,0-2-01,[14:0-3-0.0-2-41 LOADING(psf) SPACING- 2-0-0 CSL DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.63 Vert(LL) -0.16 13-14 >999 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.68 Vert(TL) -0.30 13-14 >999 180 MT18H 220/195 TCDL 7.0 Rep Stress Incr YES WB 0.73 Horz(TL) 0.05 8 n/a n/a BCLL 0.0 * Code IBC2012/TP12007 (Matrix) Weight:168 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-4-14 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G`Except" end verticals: B3:2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 6-0-0 o Y•.P R OF WEBS 2x4 DF Std G WEBS 1 Row at midpt 4-11,5- F MiTek recommends that Stab'r- '....04.1T11' r". be installed during truss ere,Ill r . ..dance with S fli4�, Installation tuide. W _ REACTIONS. (lb/size) 15=1143/Mechanical,8=1143/Mechanical • Max Horz 15=265(LC 12) Max Uplift 15=267(LC 12),8=-236(LC 12) FORCES. (Ib)-Max.Comp-/Max.Ten.-All forces 250(lb)or less except when shown. "..• OREGON '*40 TOP CHORD 1-16=-1825/407,2-16=-1766/419,2-17=-1495/350,3-17=-1414/358,3-4=-1350/369, �, 2 Q Q` 4-18=912/293,18-19=-829/295,5-19=-817/302,5-20=1363/503,6-20=-1398/496, -9,9 �ARY .1 ,L (y 5 BOT CHORD 15-23=-265/76,14-2 -265/76,1144 74-225=9-613194/339,13-12-41=5-91609126/42935,,127--813==-1402881//3309 8, dtrPA U- n• 12-25=-421/1308,25-26=-421/1308,11-26=-421/1308,9-10=-54/275,6-9=-535/246 WEBS 2-13=-404/198,4-13=14/447,4-11=798/333,5-11=-367/105,9-11=288/1190, 5-9=326/1111,1-14=-335/1662,7-9=-340/1314 EXPI RES: 12/31/2016 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2}0-1-13 to 3-1-13,Interior(1)3-1-13 to 16-0-12,Exterior(2)16-0-12 to 19-0-12,Interior(1) 21-10-12 to 24-4-4 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 pAULrt 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 "�Y 3)Unbalanced snow loads have been considered for this design. ,• O 4 4)All plates are MT20 plates unless otherwise indicated. 0 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. / '' ''' - �,, �1, 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will '' fit between the bottom chord and any other members,with BCDL=10.0psf. l 1 7)A plate rating reduction of 20%has been applied for the green lumber members. ^ 8)Refer to girder(s)for truss to truss connections. ,.p �' 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 267 lb uplift at joint 15 and 236 lb uplift at • 4,,51476,0 W� joint 8. 0ISTER . ' 10)This truss has been designed for a moving concentrated load of 250.0lb live and 17.0lb dead located at all mid panels and at all panel CS points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. SIGNAL r 11)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. February 18,2016 t I a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 8111-7473 rev.18/03/2015 BEFORE USE. Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and 6 for on individual budding component,not mill a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTok` is always required or stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the ,-i fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPIt Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741078 B1600175 C11 Roof Special 6 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:36:20 2016 Page 2 ID:PkD_X_jGOgL_6gjCg1 SXZKzsw5O-pd9zxCl7RGO6EHSOaVp3G8_i5R2gjkwjlWUuWzjuF9 • • ow WARNING-Verify design parametersand READ NOTES ON THIS AND INCLUDED MlTEX REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTekS connectors.This design is based only upon parameters shown,and is for an individual budding component,not R o truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the v' n fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPtt Quality Criteria,DSB-89 and SCSI Building Component 250 Krug Circle Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 A. Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741078 B1600175 C11 Roof Special 6 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:36:20 2016 Page 1 lD:PkD_XJGOgL_6gJCg1 SXZKzsw5O-pd9zxCI7RGO6E1-1SOaVp3G8_i5R2gkwjf W UuWzjuF9 I 6-9-15 13-2-8 I19-9-12 1 72-0-8 l 77-6-0 1 6-9-15 6-4-10 6-7-4 2-2-12 5-5-8 5x6= Scale=1:60.4 5.00 112 5 19 3x4 18 / -\�6 20 ,,,,,„_.„„,..-"\------ --,.26,,,.„ \ 3x4��/ \\ \ 2x4 3x6% 4 22 7 17 3 3x4% // E \ cOr2 N 294 \1S�-� 9 5x12 MT18H G 16 // / 8x8= 28 3x6= 9 \ / 15 23 14 24 13 12 . 25 26 11 27 10 2x4 II 5x6= 3x6- 4x8= 2x4 II 3x4 = 1 6-9-15 1 13-2-8 1 19-9-12 1 22-0-8 1 27-6-0 1 6-9-15 6-4-10 6-7-4 2-2-12 5-5-8 Plate Offsets(X,Y)— [5:0-2-0.0-1-81,[6:0-1-8.0-1-8],19:0-5-12.0-6-01.[11:0-1-15,0-1-8],[14:0-3-0.0-2-4] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (toc) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.73 Vert(LL) -0.20 14-15 >999 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.75 Vert(TL) -0.38 14-15 >862 180 MT18H 220/195 TCDL 7.0 Rep Stress Incr YES WB 0.73 Horz(TL) 0.10 8 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 (Matrix) Weight:173 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-11-13 oc purlins, BOT CHORD 2x4 DF No.1&Btr G*Except* - except end verticals. B3:2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 6-0-0 o -ie.P R WEBS 2x4 DF Std G WEBS 1 Row at midpt 4-11,5- klik UPF, S MiTek recommends that Stab' ... -••',:-r '•L-' be installed during truss ere,et .. .dance with S"'•ili 1, Installation guide. 89782P E -57 r REACTIONS. (Ib/size) 15=1143/Mechanical,8=1143/Mechanical Max Horz 15=287(LC 12) Max Uplift 15=-266(LC 12),8=-252(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. <7R EGON �� TOP CHORD 1-16=-1828/401,16 29=1771/402,2-29=-1762/414,2-17=1453/340,3-17=-1376/348, e:94/, O Q` 3-4=-1312/359,4-18=-845/273,5-18=-748/280,5-19=-1309/501,6-19=1335/495, -17qRY Ag?<Q` 1-15=-1087/298,7-8=-300/107 �/r c� BOT CHORD 15-23=-287/87,14-23=-287/87,14-24=-607/1640,13-24=607/1640,12-13=-424/1270, PA U I- 12-25=-424/1270,25-26=-424/1270,11-26=-424/1270,9-10=-108/254,6-9=59/332, 9-28=-319/1197,8-28=-321/1194 WEBS 2-14=-85/268,2-13=-429/211,4-13=-291461,4-11=-825/346,5-11=-632/194, EXPIRES: 12/31/2016 9-11=-371/1463,5-9=-421/1352,1-14=-323/1656,6-8=-15781422 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=11/mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)0-1-13 to 3-1-13,Interior(1)3-1-13 to 16-9-12,Exterior(2)16-9-12 to 19-9-12,Interior(1) 22-9-12 to 24-4-4 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber .,,/....pAUL ` DOL=1.60 plate grip DOL=1.60jot? 2)TCLL:ASCE 7-10;Pf=25-0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 O 3)Unbalanced snow loads have been considered for this design. 'S' i!I G' 4)All plates are MT20 plates unless otherwise indicated. isr tea: =x:-� �O 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ` "Fr, ' ' 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will 7 fit between the bottom chord and any other members,with BCDL=10.Opsf. 7)A plate rating reduction of 20%has been applied for the green lumber members. ri;) C 8)Refer to girder(s)for truss to truss connections. � .,;,a 51976 4 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 266 lb uplift at joint 15 and 252 lb uplift at 00 ''.4'G/STBW .c4 joint 8.10)This truss has been designed for a moving concentrated load of 250.OIb live and 17.01b dead located at all mid panels and at all panel �SI0NAL15 points along theyTop Chord and Bottom Chord,nonconcurrent with any other live loads. 11) ehF h elon page 2Member end fixity model was used in the analysis and design of this truss.ConFebruary 18,2016 e t mit ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-74T3 rev.10/0312015 BEFORE USE. Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the balding designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing e MiTk` is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the �'<a CJ fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPIl quality Criteria,DSB-B9 and SCSI Budding Component 250 Klug Circle Safety Information available Born Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741124 B1600175 G17 Hip 1 1 Job Reference(optional) "+ Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:38:03 2016 Page 2 ID:PkD_XJGOgL_6gjCg1 SXZKzsw50-IRtvZQYjBv_V56gB6e9Dysl1''y_kSGH4PAzR?2zjuDY NOTES- 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)21=258,14=263. 11)This truss has been designed for a moving concentrated load of 250.OIb live and 17.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 12)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 13)Graphical puffin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord. o t .. WARNING-Verify design parameters and READ NOTES ON TMS AND INCLUDED MITEK REFERENCE PAGE MIM-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual budding component,not . o truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall r building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek. IS always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIJTPii Quality Criteria,DSB-89 and BCS!Budding Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 t Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741124 -a B1600175 G17 Hip 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:38:03 2016 Page 1 ID:PkD_XjGOgL_6gjCg1 SXZKzsw5O-IR1vZQYjBv_V56gB6e9Dysll?y_kSGH4PAzR?2zjuDY 4-7-3 8-8-6 941- 12-11-5 1 14-6-8 115-7-71 19-4-6 19r101-7 24-2-11 I 29-1-0 I 4-7-3 4-1-2 0-s5--1b1 3-10-0 1-7-3 1-0-15 3-8-15 0-6-1 4-4-4 4-10-5 Scale=1:55.0 2x4 II 9 2x4 II 4 6 10 5.00 12 4x6% 2 "\�_ 4x8 // 3x4 — 2x4 \� 26 3 2x411 3x4% 25__e____----) 5------ 5x12 5 28 529 % 31 0,141 ® 32 �, \„ 34 3x4 2 24 \� 5 12 .. 5x12 MT18H= 2� \\ 36 37 5x12 MT18H C 23 � 1 \ 13 Yw 44 N x..11 I B d 18 21 38 20 39 19 40 42 '7 9 8x12 \ N 2x4 II 4x6 = 3x8= $ \\tee 17 16 15 14 2x4 II 4x12 = 3x8= 2x4 II I 4-7-3 I 8-8-6 I 14-6-8 I 19-4-6 19110/7 24-2-11 I 29-1-0 I 4-7-3 4-1-2 5-10-2 4-9-14 0-6-1 4-4-4 4-10-5 Plate Offsets(X,Y)— j1:Edge,0-2-61.[15:0-2-12,0-1-8],[16:0-4-8.0-2-0],[18:0-6-12,0-3-81.[20:0-2-0.0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.74 Vert(LL) -0.16 17 >999 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.71 Vert(TL) -0.36 18-19 >961 180 MT18H 220/195 TCDL 7.0 Rep Stress Incr YES WB 0.86 Horz(TL) 0.11 14 n/a n/a BCLL 0.0 BCDL 10.0* Code IBC2012/TPI2007 (Matrix) Weight:190 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-5-9 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G*Except* end verticals,and 2-0-0 oc purlins(3-6-12 ma. - B2:2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0•- . .itvgp b.i WEBS 2x4 DF Std G*Except* 9-7-12 oc bracing:19-20 ,\(� 4-61,-,W2:2x4 DF No.1&Btr G 8-0-3 oc bracing:18-19- SCO NGINEF,p /p MiTek recommends that S.. fOr :noicrequired crossbtac _•Ii be installed during truss er- i•. acco3c/paLtilize -17 Installation guide. REACTIONS. (lb/size) 21=1230/Mechanical,14=1229/0-5-8 Max Horz 21=-114(LC 13) Max Uplift2l=-258(LC 12),14=263(LC 13) Max Grav21=1833(LC 30),14=1835(LC 30) -9+4/OREGON 040 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 17 Ry 15 2 .., TOP CHORD 1-22=-2800/572,22-23=-2724/573,2-23=-2690/581,2-24=-2820/646,24-25=2799/646, Rit 25-26=-2672/656,3-26=-2669/657,3-28=-2547/747,5-28=-25471747,5-29=-2547/747, AA U L R 29-30=-2547/747,7-30=-2547/747,7-31=-2985/951,8-31=-2985/951,8-32=-2985/951, 11-32=-2985/951,11-34=-18641503,34-35=-1936/493,12-35=2025/491, 12-36=-1679/380,36-37=-1707/373,13-37=-1787/371,1-21=-1788/398,13-14=1793/395 EXPIRES: 12/31/2016 BOT CHORD 20-39=-482/2528,19-39=-48212528,19-40=-697/2995,18-40=696/2995,7-18=256/208, 16-42=304/1594,15-42=-304/1594 WEBS 3-19=69/408,7-19=625/256,16-18=-372/1939,11-18=45211534,12-16=-62/310, 12-15=-8271234,13-15=-350/1839,1146=-830/246,2-20=456/155,1-20=-501/2583, 4-5=-280/138 gA.UL j NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=42psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)0-1-13 to 3-1-13,Interior(1)3-1-13 to 8-10-2,Exterior(2)8-10-2 to 19-8-11,Interior(1) ��O WASI7',G', 19-8-11 to 25-114 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber 4' 2*, ..,-7,10` (j DOL=1.60 plate grip DOL=1.60 -r i 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. z 4)Provide adequate drainage to prevent water ponding. $1976 5)All plates are MT20 plates unless otherwise indicated. �O ,,t, �9 'W 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. GIST , 7)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will s`SIQNALO� fit between the bottom chord and any other members. 8)A plate rating reduction of 20%has been applied for the green lumber members. Continued on pages for truss to truss connections. February 18,2016 a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mt}7473 rev.10/03/2015 BEFORE USE. mg Design valid for use only with MitekrS connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal iniury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPit QuaMy Criteria,OSB-89 and BCSI Budding Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741123 81600175 G16 Hip 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:38:01 2016 Page 2 ID:PkD_XJGogL_6gjCg1SXZKzsw5O-M2m98kWTflknsoho?D7IsRg1 N9JC_NNnytUKw9zjuDa NOTES- 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)21=266,14=278. 11)This truss has been designed for a moving concentrated load of 250.0Ib live and 17.Olb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 12)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 13)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 14)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)187 lb down and 150 lb up at 16-0-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-64,3-6=-64,5-8=-64,9-11=-64,11-13=64,18-21=-20,14-17=-20 Concentrated Loads(lb) Vert:30=-117 • t � w.r WARNING-Verify design parameters and READ NOTES ON MIS AND INCLUDED WEN REFERENCE PAGE 4111-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for on individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiT®k6 is always required for stability and to prevent collapse with possible personal injury and property damage.For generol guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPIU Quo1Ny Criteria,D58-89 and BCSI Building Component 250 Klug Circle Safety information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 r Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741123 s B1600175 G16 Hip 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:38:01 2016 Page 1 ID:PkD_XJGOgL_6gjCg 1 SXZKzsw5O-M2m98kWTflknsoho?D7I5Rg1 N9JC_NNnytUKw9zjuDa 19-10-7 I 4-7-3 8-8-6 9,1-5 10-11-5 1 14-6-8 1 17-7-7 I 19-4-6 i i 24-2-11 29-1-0 4-7-3 4-1-2 0-5-10 1-10-0 3-7-3 3-0-15 1-8-15 064 4-4-4 4-10-5 Scale=1:56.3 2x4 II2x4 H 4x6% 9 34 5.00 12 25 4 6 3x4 = 10 4x8 Ii 3 -^:• II 7 24 ✓ 5.. IRI �. 0 A 35 354 i .— 26 27 28 29 30 31 32 3 3x4 2 / 12 5x12 MT18H= 22 29 \\\ 37 5x12 MT18H , 1 \ \\ 13 1 N �'e, 6 cm =ii 38 39 40 18 \� 42 m 21 20 19 — O 5x10= \ N 2x4 4x6= 3x8= 17 16 15 14 2x4 H 4x12 = 3x8 = 2x4 II I 4-7-3 8-8-6 14-6-8 19-4-6 1911017 24-2-11 29-1-0 I 4-7-3 4-1-2 5-10-2 4-9-14 0-6-1 4-4-4 4-10-5 Plate Offsets(X,Y)— [1:Edoe 0-2-61,[14:0-2-8,0-1-01.[15:0-3-0.0-1-81,[16:0-4-8.0-2-01,[18:0-6-12.0-3-41120:0 2-4.0 1-81,[21:0-2-8.0-1-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (toc) t/defl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.42 Vert(LL) -0.15 18-19 >999 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.71 Vert(TL) -0.36 18-19 >951 180 MT18H 220/195 TCDL 7.0 Rep Stress Incr YES WB 0.82 Horz(TL) 0.11 14 n/a n/a BCLL 0.0 * Code IBC2012/jPI2007 (Matrix) Weight:181 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-7-7 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G`Except" end verticals,and 2-0-0 oc purlins(3-8-8 max):31�Ly�- B2:2x4 OF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0•- . •einsD •. WEBS 2x4 DF Std G'Except' 9-2-5 oc bracing:19-20 ���' U r Fts W2:2x4 DF No.1&Btr G 7-10-10 oc bracing:18-19. GINE ,,(p� MiTek recommends that St.. 7. •nt equired cro s orac •�?j be installed during truss er ,�. acct tanc�wL rilize -y�,'. Installation guide. d5` 125 REACTIONS. (Ib/size) 21=1282/Mechanical,14=1293/0-5-8 Max Horz 21=98(LC 13) Max Uptift2l=-266(LC 12),14=278(LC 13) Max Gray 21=1748(LC 30),14=1776(LC 30) v h � '9,L OREGON 0'� FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. 17 �qRY 1 •2 �Q TOP CHORD 1-22=2658/625,22-23=-2579/627,2-23=-2549/634,2-24=-2637/709,3-24=-2486/720, R 3-26=-2371/775,5-26=-2371/775,5-27=-2371/775,27-28=-2371/775,28-29=-2371/775, Fi Jia UL n' 7-29=-2371/775,7-30=-2781/945,30-31=-2781/945,31-32=-2781/945,8-32=-2781/945, 8-33=-2781/945,11-33=2781/945,11-35=1776/551,12-35=-1937/539,12-36=-1615/415, 36-37=-1642/408,13-37=-1723/406,1-21=1704/429,13-14=-1735/427 EXPIRES: 12/31/2016 BOT CHORD 20-39=-532/2399,19-39=-532/2399,19-40=-721/2790,18-40=720/2791,7-18=277/174, 16-42=336/1534,15-42=-336/1534 WEBS 3-19=-38/422,7-19=-684/214,16-18=-419/1852,11-18=-426/1374,12-16=-77/334, 12-15=-792/253,13-15=-388/1770,11-16=-775/274,2-20=429/165,1-20=-551/2450 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS ,ov AjJ L a,(envelope)gable end zone and C-C Exterior 2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 6-10-7,Exterior(2)6-10-7 to 21-8-6,Interior(1) WAS 21-8-6 to 25-11-4 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber �v G'� DOL=1.60 plate grip DOL=1.60 g •••••r-4-1,-,„,,,,,,...--1 t� 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct 1 - 3)Unbalanced snow loads have been considered for this design. \,1 4)Provide adequate drainage to prevent water ponding. -714.7/ 5)All plates are MT20 plates unless otherwise indicated. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. '''''::1;P .p'51976 W 7)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will .tt� WO/STEW fit between the bottom chord and any other members. S 8)A plate rating reduction of 20%has been applied for the green lumber members. 81ONAL 06 9)Refer to girder(s)for truss to truss connections. Continued on page 2 February 18,2016 1 worm ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED ANTES(REFERENCE PAGE M7}7473 rev.10/03/2015 BEFORE USE. Milt Design valid for use only with M4ek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the budding designer must verity the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and properly damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DS8-84 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741122 61600175 G15 Hip 1 1 _ Job Reference o.tional Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:37:59 2016 Page 2 ID:PkD_XJGOgL_6gjCg1 SXZKzsw50-QfeOj3UD7gU3cUXPto4HnobeyLdkWSrUUZ?DsHzjuDc NOTES- 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b)15=252,8=278. 11)This truss has been designed for a moving concentrated load of 250.OIb live and 17.OIb dead located at all mid panels and at alt panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 12)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 13)Graphical purlin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. 14)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)116 lb down and 133 lb up at 16-0-12,and 180 lb down and 150 lb up at 18-0-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead±Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=64,3-5=-64,5-7=-64,12-15=20,8-11=20 Concentrated Loads(Ib) Vert:23=-46 25=-110 . i ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev,10/03/2015 BEFORE USE. Design valid for use only with Mil eke connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mtrek' is always required for stability and to prevent collapse with possible personal injury and properly damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of busses and truss systems,see ANSI/TIM Quality Criteria,DSB-8P and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 8 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741122 B1600175 G15 Hip 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc.Thu Feb 18 12:37:59 2016 Page 1 ID:PkD_XJGOgL_6gjCg1SXZKzswSO-QfeOj3UD7gU3cUXPto4HnObeyLdkWSrUUZ?DsHzjuDc I 4-7-3 I 8-8-6 911- 14-6-8 1q-4-6 1911017 74-2-11 I 29-1-0 4-7-3 4-1-2 0-5-0 5-5-3 4-9-14 0-6-1 4-4-4 4-10-5 Scale=1:55.2 5x12 MT18H 3x4 = 5x8 // 5.00 12 3 19 s. 20 21_4 22 24 18 26 3x4 3x4 2 \�� 6 r T 5x12 MT18H G 16 t7 27 a ��� 7 ------....,,, 7 \� \ 4x6 . r ______1 ,--- 400000004,2 15 29 14 30 13 31 t2 \�� 33 o 5x10= � �� ,,, ¢ 2x4 II 5x6= 3x8= ry ® 171 D .4.. 11 10 9 8 2x4 II 4x8= 3x6= 2x4 II I 4-7-3 8-8-6 I 14-6-8 I 19-4-6 19110(7 24-2-11 I 29-1-0 I 4-7-3 4-1-2 5-10-2 4-9-14 0-6-1 4-4-4 4-10-5 Plate Offsets(X.Y)— f1:Edge,0-2-0],[3:0-3-10,0-2-81.[5:0-3-8,0-2-0].[8:0-2-8.0-1-01.[9:0-2-0,0-1-8].[10:0-2-12.0-1-12],[12:0-6-8,0-3-01,[14:0-3-0,0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (too) I/dell L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.61 Vert(LL) -0.15 12-13 >999 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.71 Vert(TL) -0.37 12-13 >943 180 MT18H 220/195 TCDL 7.0 Rep Stress lncr YES WB 0.95 Horz(TL) 0.10 8 n/a n/a BCLL 0.0* Code IBC2012/TP12007 BCDL 10.0 (Matrix) Weight:173 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No_1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-0-6 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G`Except` end verticals,and 2-0-0 oc purlins(3-5-4 max ' - B2:2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0.• . •¢tn WEBS 2x4 DF Std G 9-6-6 oc bracing:13-14 `��' v F�+s 8-9-0 oc bracing:12-13. G.I 1y ,p / MiTek recommends that St.. :nor-required equired c ossbfa �� be installed during truss err 4. accodn eLttbilize S"" Installation guide. REACTIONS. (lb/size) 15=1271/Mechanical,8=1303/0-5-8 Max Horz 15=-77(LC 13) Max Upliftl5=-252(LC 12),8=-278(LC 13) Max Gray 15=1554(LC 30),8=1627(LC 30) 9 OREGON O FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. 7� 2�-4RY tJ �' Q� TOP CHORD 1-16=-2334/583,16-17=-2258/585,2-17=-2182/592,2-18=-2207/619,3-18=-2103/624, � 'L </ 3-19=-1950/609,19-20=1950/609,20-21=-1950/609,4-21=1950/609,4-22=-2397/752, t A ! A U� ' 22-23=-2397/752,23-24=-2397/752,24-25=-2397/752,5-25=-2397/752,5-26=-1584/498, 6-26=-1695/487,6-27=-1406/394,27-28=1487/387,7-28=-1568/385,1-15=-1510/398, 7-8=-15861403 EXPIRES: 12/31/2016 BOT CHORD 14-30=-094/2103,13-30=494/2103,13-31=-582/2405,12-31=582/2405,4-12=306/156, 10-33=319/1394,9-33=319/1394 WEBS 3-13=-69/513,4-13=-694/196,10-12=-346/1588,5-12=-335/1425,6-10=-49/383, 6-9=-711/243,7-9=-368/1609,5-10=-686/194,2-14=368/159,1-14=-514/2148 NOTES- yAUL 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111 mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS �q� Ail, (envelope)gable end zone and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 4-7-3,Exterior(2)4-7-3 to 8-10-2,Interior(1)13-1-1 ! 01 Wt1SJtt:, to 15-5-12,Exterior(2)19-8-11 to 28-11-4 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions ,S {p shown;Lumber DOL=1.60 plate grip DOL=1.60 q •2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category Il;Exp B;Fully Exp.;Ct=1 F fl 3)Unbalanced snow loads have been considered for this design. r ../. "/ 4)Provide adequate drainage to prevent water ponding. er 5)All plates are MT20 plates unless otherwise indicated- r1y 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. + S 1976 w 7)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will Qe{NA�`GIg*j R� �Sw fit between the bottom chord and any other members. S G 8)A plate rating reduction of 20%has been applied for the green lumber members. SIQNALE 9)Refer to girder(s)for truss to truss connections. Continued on page 2 February 18,2016 e 4 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2045 BEFORE USE Mi' Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and is for an individual budding component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing MIT®k• is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPii Quality Criteria,DS8-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 Fl.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741121 B1600175 G14 Roof Special 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:37:57 2016 Page 2 ID:PkD_XJGOgL_6gjCg1 SXZKzsw5O-T1-1WeINTzb3ELNBN1 mN2pibV EyYvP2XjC1 FW6nOzjuDe NOTES- 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)12=453,18=350. 11)This truss has been designed for a moving concentrated load of 250.01b live and 17.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 12)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 13)Graphical puffin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 14)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)215 lb down and 188 lb up at 16-0-12,and 206 lb down and 177 lb up at 18-0-12,and 255 lb down and 189 lb up at 20-0-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-64,3-6=-64,5-11=-64,1-15=20,12-14=-20 Concentrated Loads(lb) Vert:29=-145 30=-136 31=-185 t � AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE M8-7473 rev.10/03/2085 BEFORE USE. Design valid for use only with M7eke connectors.This design is based only upon parameters shown,and is for an individual budding component,not .. a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing ({ R. Mlle " is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the w 1 fabrication,storage,delivery,erection and bracing of trusses and buss systems,see ANSI/Tpn Goofly Criteria,DS8-89 and SCSI Building Component 250 Klug Circle Safely Information available from Truss Plate Institute,218 N.lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 IF Job Truss Truss Type Qty Ply EPR Design-Memory Care Ili K1741121 w 61600175 G14 Roof Special 1 1 ll Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc- Thu Feb 18 12:37:57 2016 Page 1 ID:PkD_XJG0gL_6gjCg 1 SXZKzswSO-TH W eINTzb3ELNBN1mN2pibV EyYvP2XjC1 FW6nOzjuDe 1 -2-0-0 I 2-6-0 3-1-1 7-3-4 i 8-7-2 I 14-6-8 21-11-9 I 29-1-0 I 2-0-0 2-6-0 0-7-5 4-1-15 1-3-14 5-11-6 7-5-1 7-1-7 Scale=1:55.6 2x4 I I 5.00 1z 4 6 8x8 = 23 / 2x4 4x6= 5x8= 7z14 MT18H= 2x4 22 2x II 4x6% 21 3 5® 7 0I 6d 6d 8 C1 6a 6a 10 6'J C1 X. 2 20 �_� _ 25 - ��-28��_�� 29 $ ' X8132 33 Qi' -'-'-'39'---'. . El I d r 34 y4 35 17 36 16 37 t5 `\``�8� 39 \ o 18q 3x4 = — 9x12 MT18H= 3x6 II 4x8— 5x12 MT18H= $ `� \-�; of 14 13 12 2x4 H 3x10 = 5x6 = I 2-6-0 1 8-7-2 1 14-6-8 1 21-11-9 29-1-0 1 2-6-0 6-1-2 5-11-6 7-5-1 7-1-7 Plate Offsets(XY)— [2:0-2-8,0-2-0],[3:0-2-4.0-2-121[10:0-0-1,0-0-01[12:0-3-0.0-2-12].[13:0-2-12,0-1-8],[15:0-7-0,Edge],[16:0-5-13.0-2-41[17:0-2-4,0-2-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (too) I/dell L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.90 Vert(LL) -0.71 15 >487 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.83 Vert(TL) -1.24 14 >279 180 MT18H 220/195 TCDL 7.0 Rep Stress Incr YES WB 0.99 Horz(TL) 0.32 12 n/a n/a BCLL 0.0* Code IBC2012/TP12007 BCDL 10.0 (Matra} Weight:196 lb FT=10% LUMBER- BRACING- TOP CHORD 2x6 DF 2250F 1.7E*Except* TOP CHORD Structural wood sheathing directly applied or 4-7-4 oc purlins, except Ti:2x4 DF No.l&Btr G end verticals,and 2-0-0 oc purlins(2-10-8 ma. -',11, BOT CHORD 2x4 OF No.1&Btr G"Except" BOT CHORD Rigid ceiling directly applied or 6-0-0 o y.P R QF B1:2x6 DF 2250F 1.7E WEBS 1 Row at midpt 8-16,11 1* FS' WEBS 2x4 DF Std C*Except` MiTek recommends that Stab'"""�f!e���i... ..� :'151!.%: W4,W8,W7:2x4 DF No.1&Btr G be installed during truss ere,) l r .. .dance with S..ili 1, Installation guide. 89782PE -7 REACTIONS. (lb/size) 12=1496/0-5-8,18=1589/0-5-8 Max Horz 18=173(LC 12) Max Uplift 12=-453(LC 9),18=-350(LC 12) Max Gray 12=1932(LC 26),18=1810(LC 27) 40 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 9 OREGON �'* TOP CHORD 1-19=145/619,2-19=-141/625,2-20=-2076/515,20-21=-2064/517,3-21=-2055/520, �..57 , Al R A5?' Q� 3-24=-5946/1672,5-24=-5946/1672, 72,25-26=5946/1672, 7-26=-5946/1672,7-27=-5946/1672,27-28 55946/1672,8-28=5946/1672, 'i r-A U n 8-29=-8187/2188,29-30=-8187/2188,9-30=8187/2188,9-31=-8187/2188, 10-31=-8187/2188,11-12=-297/113 , BOT CHORD 1-34=573/156,18-34=-573/156,18-35=-573/55,17-35=-573/55,17-36=-657/2005, EXPIRES: 12/31/2016 16-36=657/2005,16-37=-2246/8399,15-37=-2245/8401,13-39=-728/2922, 12-39=728/2922 WEBS 3-17=-698/293,3-16=-1057/4104,7-16=-563/319,8-16=-2548/765,13-15=-719/2891, 10-15=-1500/5393,10-13=663/316,10-12=3330/830,2-17=-618/2054,4-5=-294/152, 2-18=-1593/489 NOTES- PAUL 10)".„..4 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.It;Exp B;enclosed;MWFRS oo WAS41. (envelope)gable end zone and C-C Exterior(2)-2-0-0 to 1-0-0,Interior(1)1-0-0 to 3-2-5,Exterior(2)3-2-5 to 7-5-4,Interior(1)11-4-6 to , W.Cs • 25-11-4 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate / he D 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp-;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. Al /t� r 4k, 5)All plates are MT20 plates unless otherwise indicated. +P51976 4,I 6)The Fabrication Tolerance at joint 15=0% 0,4 �'.6bis,1,e ,, t{, 7)This truss has been designed for a 10-0 psf bottom chord live load nonconcurrent with any other live loads. A.V,o G 8)"This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ZONAL gg��fit between the bottom chord and any other members. _9)ilk. ratingon ingge duction of 20%has been applied for the green lumber members. February 18,2016 t f A,WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and is for on individual building component,not , a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.&acing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required tar stability and to prevent collapse with possible personal injury and properly damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.see ANSI/TPII Quality Criteria,000.89 and SCSI Building Component 250/dug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 • Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741120 B1600175 G13 Roof Special 1 1 Job Reference(optional) _ R Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:37:55 2016 Page 2 ID:PkD_XJGOgL_6gjCg1SXZKzsw5O-Xu0tthRi3S_d8tDeeyOLdAQvxkF9aeTvZxtOjWzjuDg NOTES- 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=Ib)12=348,18=281. 11)This truss has been designed for a moving concentrated load of 250.Olb live and 17.Olb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 12)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 13)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MR-7473 rev.10103/2015 BEFORE USE. Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and is for an individual building component,not Q a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and properly damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/Tell Quality Criteria,OSS-84 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 223t4. Corona,CA 92880 ft Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741120 91600175 G13 Roof Special 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc.Thu Feb 18 12:37:55 2016 Page 1 ID:PkD_XjGOgL_6gjCg1SXZKzsw5O-XUOtthRi3S d8tDeeyOLdAQvxkF9aeTvZx10jWzjuDg 1 -2-0-0 I 2-6-0 3-1- 7-3-4 18-7-2 1 14-6-8 I 21-11-9 I 49-1-0 I 2-0-0 2-6-0 0-7-5 4-1-15 1-3-14 5-11-6 7-5-1 7-1-7 Scale=1:55.6 2x4 II 5.00 112 4 6 8x8 i 23 2x4 I I 4x6= 4x12= 7x14 MT18H= 2x4 I I 22 2x4 II 4x6 21 3 �� 7 � v7 ICA 8Mil al 10 IMO Ba O i o `� 2 20 _-24_ 25 2 2 9 30 31 mom d r 32 �18 33 17 34 16 35 15 -----------_,\...36___` 37\ 4 18 _ 3x4= 3x6 II4x8 5x12 7x14 MT18H= `�``� IN K 14 13 12 1 2x4 II 3x10= 3x6 = I 2-6-0 1 8-7-2 I 14-6-8 21-11-9 I 29-1-0 I 2-6-0 6-1-2 5-11-6 7-5-1 7-1-7 Plate Offsets(X.Y)— 12:0-2-12.0-2-01.[3:0-2-0.0-2-0].[10:0-6-11.0-3-8],[12:0-3-4.0-1-81.113:0-3-4.0-1-8],[15:0-7-8.0-5-0],[16:0-5-13.0-2-81.[17:0-3-4.0-2-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in Mc) l/deft Ltd PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.87 Vert(LL) -0.67 15 >514 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.82 Vert(TL) -1.18 14 >292 180 MT18H 220/195 TCDL 7.0 Rep Stress Incr YES WB 0.91 Horz(TL) 0.30 12 n/a n/a BCLL 0.0* Code IBC2012/TP12007 (Matrix) Weight:196 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x6 DF No.2*Except* TOP CHORD Structural wood sheathing directly applied or 4-8-12 oc purlins, except T1:2x4 DF No.1&Btr G end verticals,and 2-0-0 oc purlins(2-2-0 max -a-it Except: BOT CHORD 2x4 DF No.1&Btr G*Except* 1 Row at midpt 3-5 ,.,G ()FA. B1:2x6 DF 2250F 1.7E BOT CHORD Rigid ceiling directly applied or 6 t : , wog.. PR F , WEBS 2x4 OF Std G*Except* WEBS 1 Row at midpt 8-16 G�G I N.... .,p /Q W4,W8,W7:2x4 DF No.1&Btr G MiTek recommends that St., c-N. o ndYequired cross orac t be installed during truss el, ,y•. aZdaLtilize -9`. Installation guide. REACTIONS. (lb/size) 12=1203/0-5-8,18=1415/0-5-8 Max Horz 18=173(LC 12) Max Uplift 12=-348(LC 9),18=-281(LC 9) Max Gray 12=1816(LC 26),18=1556(LC 27) , v ,4. -9,f OREGON oil FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. '9 q S, Q` TOP CHORD 1-19=137/623,2-19=-133/629,2-20=-1979/400,20-21=-1968/401,3-21=1959/405, R� 1�� 3-24=-5633/1310,5-24=-5633/1310,5-25=-5633/1310,25-26=5633/1310, P/ UL R 7-26=-5633/1310,7-27=-5633/1310,27-28=5633/1310,8-28=-5633/1310, 8-29=7586/1528,9-29=7586/1528,9-10=-7586/1528,11-12=303/97 BOT CHORD 1-32=-577/148,18-32=-577/148,18-33=-577/51,17-33=-577/51,17-34=-544/1911, EXPIRES: 12/31/2016 16-34=544/1911,16-35=1570/7788,15-35=1569/7789,13-37=-516/2687, 12-37=516/2687 WEBS 3-17=-577/255,3-16=-798/3876,7-16=-573/301,8-16=-2238/450,13-15=508/2654, 10-15=-1037/5018,10-13=594/254,10-12=3062/588,2-17=-511/1952,4-5=-294/151, 2-18=-1396/416 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=42psf;BCDL=6.0psf;h=25ff;Cat.II;Exp B;enclosed;MWFRS of WAS/-t, (envelope)gable end zone and C-C Exterior(2)-2-0-0 to 1-0-0,Interior(1)1-0-0 to 3-2-5,Exterior(2)3-2-5 to 7-5-4,Interior(1)11-4-6 to ,SwG 25-11-4 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate � g?, n41/1 .G grip DOL=1.60 r:P 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. �r 4)Provide adequate drainage to prevent water ponding. „p � 5)All plates are MT20 plates unless otherwise indicated. P 51976 .0 w 6)The Fabrication Tolerance at joint 15=6% p,C, �GISTO-v .e 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. S ,C1 8)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will SIDNAL� fit between the bottom chord and any other members. gg C�A plate raon page dduction of 20%has been applied for the green lumber members. February 18,2016 nue1 1 r_.. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MIF7473 rev.10!03/2015 BEFORE USE. Bei Design valid for use only with MBeke connectors.This design is based only upon parameters shown,and is for an individual budding component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the rVI I IC fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/tPli Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741119 B1600175 G12 Roof Special 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:37:53 2016 Page 2 ID:PkD_XJGOgL_6g)Cg1 SXZKzsw5O-bWH7S7QSXgkvuZ4GXX_tY1LZiwYM6jXc6dYvedzjuDi NOTES- 9)A plate rating reduction of 20%has been applied for the green lumber members. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)12=789,18=354. 11)This truss has been designed for a moving concentrated toad of 250.01b live and 17.Olb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 12)"Fix heels only"Member end fixity model was used in the analysis and design of this truss_ 13)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 14)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)139 lb down and 184 lb up at 18-0-12,170 lb down and 185 lb up at 20-0-12,195 lb down and 180 lb up at 22-0-12,175 lb down and 164 lb up at 24-0-12,162 lb down and 164 lb up at 26-0-12,162 lb down and 164 lb up at 28-0-12,and 219 lb down and 110 lb up at 30-0-12,and 219 lb down and 110 lb up at 30-6-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-64,3-6=-64,5-11=-64,1-15=20,12-14=-20 Concentrated Loads(Ib) Vert:11=-439 10=-127 29=-71 30=101 31=-106 33=-93 34=-93 t / AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10103!2015 BEFORE USE. Design void for use only with Mdek®connectors.This design is based only upon parameters shown,and is for on individual building component,notMil a truss system.Before use,the budding designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/7P11 Quality Criteria,058-89 and SCSI Budding Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 4 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741119 y B1600175 G12 Roof Special 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc Thu Feb 18 12:37:53 2016 Page 1 ID:PkD_XJGOgL_6gjCg1 SXZKzsw5O-bWH7S?QSXgkvuZ4GXX_tYlLZiwYM6iXc6dYvedzjuDi 1 -2-0-0 0-2112 7-6-0 3-1-5 7-3-4 1 8-7-2 1 14-6-8 I 21-11-9 I 29-1-0 I 2-0-0 0--12 2-3-4 0-7-5 4-1-15 1-3-14 5-11-6 7-5-1 7-1-7 Scale=1:55.6 2x4 II 5.00 12 4 6 8x8= —' 23 2x4 I I 4x6= 4x12= 7x14 MT18H= 2x4 I I 22 2x. II 4x6% 21 3 ea l 7 PM r0 27 8 t [ 1 6a 6ZI 10 63 6a [ 3 Nr 2 20 _ 25 2 5 27 I9,-- _ `_29 9 —3fT`-__1-" 3\\ 32 33 34 Y iII r V- 35 36 1718 37 16 38 15 �_`\` 40 3x4= — 7x14 MT18H= �`- q 3x6 4x8 = 5x12 — 1 >; _ �D a F14 13 12 2x4 II 3x10= 5x6= 0-2-128-7-2 114-6-0 121-11-9 29-1-0 I 0-2-.12 2-3-4 6-1-2 5-11-6 7-5-1 7-1-7 Plate Offsets(X.Y)— [2:0-2-12.0-2-0].[3:0-2-0,0-3-0].(10:0-6-11.0-3-8],[12:0-3-0,0-3-0].[13:0-3-0,0-1-81.[15:0-7-8,0-5-0].[1670-5-13,0-2-81.(17:0-3-0.0-2-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.85 Vert(LL) -0.66 15 >523 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.84 Vert(TL) -1.20 14 >288 180 MT18H 220/195 TCDL 7.0 Rep Stress Incr YES WB 1.00 Horz(TL) 0.31 12 n/a n/a BCLL 0.0* Code IBC2012/TPI2007 (Matrix) BCDL 10.0 Weight:196 lb FT=10% LUMBER- BRACING- TOP CHORD 2x6 OF No.2*Except* TOP CHORD Structural wood sheathing directly applied or 4-8-7 oc purtins, except T1:2x4 DF No.1&Btr G end verticals,and 2-0-0 oc purtins(2-2-0 max. - Except: BOT CHORD 2x4 DF No.1&Btr C*Except* 1 Row at midpt 3-5 { PROF B1:2x6 DF 2250F 1.7E BOT CHORD Rigid ceiling directly applied or 6-0: t 9il• OFR._ WEBS 2x4 DF Std G*Except* WEBS 1 Row at midpt 8-16 \ �Cjtl]11, ' , /O W4,W8,W7:2x4 DF No.1&Btr G MiTek recommends that St. Cor <ngequired cross& t 1- be be installed during truss er ,•r accorttancPfy✓�fitt Stabilize .- Installation guide. 25`�I[SLt't REACTIONS. (lb/size) 12=2114/0-5-8,18=1534/0-5-8 Max Horz 18=173(LC 12) Max Uplift 12=-789(LC 9),18=-354(LC 12) Max Gray 12=2283(LC 26),18=1760(LC 27) -9 OREGON �,*• , FORCES. (lb)-Max.CompiMax.Ten.-All forces 250(Ib)or less except when shown. .14) �Al R y A5. L �Q� TOP CHORD 3-24=-5655/1674,5-24=-5655/1674,9=-146/619, 4 /625, 5-2586/516,==-5655/1674,25-2615655/167417, 1965/521, /- PA U I C;\ 7-26=-5655/1674,7-27=-5655/1674,27-28=655/1674,8-28=-655/1674, 8-29=-7615/2163,9-29=-7615/2163,9-30=-7615/2163,10-30=7615/2163, 1142=-745/375 EXPIRES: 12/31/2016 ROT CHORD 1-35=-573/157,18-35=-573/157,18-36=573/55,17-36=-573/55,17-37=-657/1918, 16-37=657/1918,16-38=-222117817,15-38=2220/7819,8-15=-129/265, 13-40=-836/2732,12-40=-836/2732 WEBS 3-17=-669/292,3-16=-1059/3893,7-16=-576/304,8-16=2246/747,13-15=-830/2700, 10-15=1359/5002,10-13=-607/348,10-12=3113/953,4-5=-294/152,2-18=-1549/490, 2-17=-619/1988 ?AUL 1� NOTES- '`�V� 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS O wn c ::.: J' (envelope)gable end zone and C-C Exterior(2)-2-0-0 to 1-0-0,Interior(1)1-0-0 to 3-2-5,Exterior(2)3-2-5 to 7-5-4,Interior(1)11-4-6 to , / a - 25-11-4 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate ' ��' 1, grip DOL=1.60 ` 't ,,. 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 `,or • 3)Unbalanced snow loads have been considered for this design. ed. 51Lk- 976 4)Provide adequate drainage to prevent water ponding. 5)All plates are MT20 plates unless otherwise indicated. 00 PISTE 6)The Fabrication Tolerance at joint 15=6% d's* ;1C, 7)This truss has been designed for a 10.0 psf bottom chord live toad nonconcurrent with any other live loads. ZONAL 8)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between thettom chord and any other members. Continued on page February 18,2016 e t AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEN REFERENCE PAGE MI1-7473 rev.10/032015 BEFORE USE. Design valid for use only with Mileke connectors.This design is based only upon parameters shown,and is for on individual budding component,not > a truss system.Before use,the budding designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckdng of individual truss web and/or chord members only.Additional temporary and permanent bracing Milevk' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741118 B1600175 Gil ROOF SPECIAL GIRDER 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:37:50 2016 Page 2 ID:PkD_XJGOgL_6gjCg1 SXZKzsw50-Bxb_q_OaEvMLI 6Lh5PQAw7j4GjV_vMgAQfJF 11zjuDl NOTES- 8)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9)A plate rating reduction of 20%has been applied for the green lumber members. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)14=1287,21=488. 11)This truss has been designed for a moving concentrated load of 250.OIb live and 17.01b dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 12)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 13)Graphical purlin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord. 14)Use Simpson Strong-Tie HGUS26-2(20-1Od Girder,6-10d Truss)or equivalent at 16-10-7 from the left end to connect truss(es)to front face of bottom chord,skewed 0.0 deg.to the left,sloping 0.0 deg.down. 15)Fill all nail holes where hanger is in contact with lumber. 16)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)163 lb down and 180 lb up at 18-0-12,163 lb down and 178 lb up at 20-0-12,164 lb down and 175 lb up at 22-0-12,191 lb down and 172 lb up at 24-0-12,192 lb down and 176 lb up at 26-0-12,192 lb down and 176 lb up at 28-0-12,and 249 lb down and 173 lb up at 30-0-12,and 249 lb down and 173 lb up at 30-6-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-64,3-7=-64,6-13=-64,1-18=20,14-17=-20 Concentrated Loads(Ib) Vert:13=-498 12=-123 364-94 37=-94 364-95 39=-123 41=-123 46=-775(F) • t t A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MB-7473 rev.18)03!2015 BEFORE USE. Design valid for use only with Mick®connectors.This design is based only upon parameters shown,and is for on individual building component,not mit a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design.Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing Mi fek` n always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/1711 Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741118 1, B1600175 G11 ROOF SPECIAL GIRDER 1 3 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc.Thu Feb 18 12:37:50 2016 Page 1 ID:PkD_XJGOgL_BgjCg1 SXZKzsw50-Bxb_q_OaEvML16Lh5PQAw7j4GjV_vMgAQfJF 1 IzjuDI 1-1-5 -2-0-02-1 " 54-5 I 73-4 10.0.4 14-6-8 19-6-7 24-2-13 29-1-0 2-0-0 10.1 43-0 1-10-15 2-9-0 4-6-4 4-11-15 4-8-6 4-10-3 0-3-4 Scale=1:55.6 2x4 I I 5.00 12 27 5 7 26 4x8 \\ 24 2� 4x12= 3x6=- a 2x4 I 5x10=3x4= 3x4=- 102 2x4 2x433�� 2x ,. ...----;-----------25 3 / 4 -..� vi 8 9 X 10 �� 12 �� It `_ Fl 1 22 ii .__--_===,___ _.__ - tee, 11-------35_7_36-- lBli<;= 1 38 on ®\\9 40 41 11 o m J 42 43 20 44 t9 45 t8 6 o 21 8x12= � � 6 3x4 = 3x4= 6x6= 4x12= .� I I p w "� Br 17 HGUS26-2 16 15 q 2x4 II 3x8= 3x4= 5x6= q 10-1 4-10-3 9-6-5 i 14-6-8 I 19-6-7 24-2-13 29-1-0 i 9-t0-1 4-0-1 4-10-3 4-10-3 4-11-15 4-8-6 4-10-3 Plate Offsets(X.Y)- [3:0-2-12.0-2-01.14:0-2-4.0-1-121[8:0-2-4,0-1-81 j10:0-4-0,0-1-0j,[14:0-3-0.0-2-12j116:0-3-4.0-1-81[18:0-5-0,0-4-81[19:0-2-4,0-1-121[20:0-3-0,0-2-41 LOADING(psf) SPACING- 2-0-0 CSF. DEFL- in (lac) 1/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.74 Vert(LL) -075 17 >463 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.95 Vert(TL) -1.49 17 >232 180 TCDL 7.0 Rep Stress Inez NO WB 1.00 Horz(TL) 0.28 14 n/a n/a BCLL 0.0* Code IBC2012/TP12007 (Matrix) Weight:559 lb FT=10% BCDL 10.0 - LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x6 DF No.2*Except* end verticals,and 2-0-0 oc purlins(4-11-11 m.. - - B2:2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0•- • •ed1gp five. WEBS 2x4 DF Std G*Except* 6-0-0 oc bracing:1-21. , ti `�� F6's W8:2x4 OF No.1&Btr G G. GINE�C� /O2 REACTIONS. (lb/size) 14=2685/0-5-8,21=1860/0-5-8 -7 Max Horz 21=173(LC 10) C• 89 782 P E r' Max Uplift 14=-1287(LC 7),21-488(LC 10) Max Gray 14=2853(LC 24),21=2084(LC 25) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. v h TOP CHORD 1-22=440/487,2-22=-4281492,2-23=-345/507,3-23=338/509,3-28=-8014/2347, -9 OREGON oN. 28-29=8014/2347,4-29=-8014/2347,4-30=-13807/4078,6-30=-13807/4078, 6-31=-1380714078,31-32=-13807/4078,8-32=-13807/4078,8-33=-17538/5444, 1iQ ��RY A 5 2�iQ4 33-34=-17538/5444,9-34=17538/5444,9-35=16381/5085,35-36=-16381/5085, lit r, U` �\r-A � 10-36=-16381/5085,10-37=-3198/1226,11-37=3198/1226,11-38=-3198/1226, 12-38=-3198/1226,13-14=752/520 BOT CHORD 142=-450/391,21-42=-450/391,21-43=-608/1567,20-43=608/1567,20-44=-2344/8007, 19-44=2344/8007,19-45=4078/13807,18-45=-0078/13807,17-18=61/397, EXPIRES: 12/31/2016 9-18=-295/165,17146=-175/565,16-46=-175/565,16-47=-1911/5524,15-47=1911/5524, 15-48=-1226/3198,14-48=1226/3198 WEBS 3-20=-184716791,4-20=-1679/541,4-19=-1772/5926,8-19=-1421/514,8-18=-1429/3812, 16-18=-1878/5364,10-18=3238/11075,10-16=1409/654,10-15=-2753/811, 12-15=329/1422,12-14=-3785/1452,5-6=299/119,2-21=-189/481,3-21=-2547/765 pAUL 44, NOTES- S' OV WA81-4W 4 1)3-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-7-0 oc. q- «, C'z Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc,2x4-1 row at 0-9-0 oc. ;: ( a Webs connected as follows:2x4-1 row at 0-9-0 oc. r ' ii• . :. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply s 04.connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. a rr 3)(e velope)gablind:ASCE e end zone;cantilever;Vult=140mph eft annd d right exposed st) pLumber DOL==1.60 plasf; atte grip DOL=1 60 Cat.II;Exp B;enclosed;MWFRS d�O is R rs;', 5)Unbalanced snow loads have4)TCLL:ASCE 7-10;Pf=25.0 sf(flat roof snow);Category been considered for this design. B;Fully Exp.;Ct=1 �SS1ONAL 8I4�4� 6)Provide adequate drainage to prevent water ponding. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Continued on page 2 February 18,2016 i AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED WEN REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. M., Design valid for use only with Mleka connectors.This design is based only upon parameters shown,and is for on individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPll Quality Criteria.DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 i Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741117 61600175 G10 Roof Special 2 1 Job Reference(optional) a Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc.Thu Feb 18 12:37:48 2016 Page 1 ID:PkD_XJGOgL_6gjCg t SXZKzswSO-EYTEPIMJjI5dooBlk_Oirieo9vraRW7tyLg8zQzjuDn ' 4-10-3 I 9-8-5 14-6-8 1 19-1-14 74-1-7 1 _141-0 I 4-10-3 4-10-3 4-10-3 4-7-6 4-11-9 4-11-9 5.00 Fli 4x8= Scale=1:65.1 6 2x4 II 21 /2" 22 3 3x6 i 5 19 20 ---------2----'-'--.7x4 2 73x4 24 3x4 i 418 "\\ \ 25 2,4 11 3 It* V'------- -... .„_,.,8 17 \\\ 4x4% \ 1fi j 2x4 15 / / \\` t ' �! �\ d N a to 14 27 13 28 12 B- // 30 31 32 8x8 = 3x6= 3x4 = g w g v.. tt 10 9 2x4 II 3x8= 4x4= I 7-3-0 14-6-8 1 19-1-14 I 29-1-0 I 7-3-4 7-3-4 4-7-6 _ 9-11-2 Plate Offsets(X.Y)- [6:0-2-4.0-1-01110:0-2 8.0 1 8.1.[12:0-2-8,0-3-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.46 Vert(LL) -0.30 12-13 >999 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.88 Vert(TL) -0.56 12-13 >617 180 TCDL 7.0 Rep Stress Incr YES WB 0.76 Horz(TL) 0.08 9 n/a n/a BCLL OA* Code IBC2012/TP12007 (Matrix) Weight:205 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No-1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-9-7 oc purlins, except BOT CHORD 2x4 DF No-1&Btr G`Except` end verticals- B2:2x4 DF Std G,B3:2x6 DF No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 o y' P R f., WEBS 2x4 DF Std G WEBS 1 Row at midpt 6-10,2 E F a MiTek recommends that Stab' --a.well 7,.""`.t. 'j be installed during truss er-,eri r . .dance with S..ili Installation guide. .-- ,-L..- 89 782 P E REACTIONS. (lb/size) 14=1209/Mechanical,9=1209/0-5-8 Max Horz 14=251(LC 12) Max Uplift 14=-284(LC 12),9=-230(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. OREGON *40 TOP CHORD 2-17=-1875/436,3-17=-1814/451,3-4=-1430/393,4-18=-1369/394,5-18=1369/402, 2 Q I 5-19=1433/479,19-20=1397/482,20-21=-1378/485,6-21=1366/490,6-22=-804/314, 22-23=-819/307,7-23=-881/301,1-14=294/90,8-9=291/85 1;9, ARY 1�''c��� BOT CHORD 14-27=-629/1671,13-27=-629/1671,13-28=525/1589,12-28=525/1589,5-12=-385/232, PA U rl_ r 10-30=-156/557,30-31=-156/557,31-32=-156/557,9-32=-156/557 WEBS 3-13=-5/391,3-12=-456/220,10-12=-167/798,6-12=465/1182,6-10=-474/229, 7-10=-51/446,2-14=-1965/445,7-9=-1161/325 EXPIRES: 12/31/2016 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)0-1-13 to 3-1-13,Interior(1)3-1-13 to 16-1-14,Exterior(2)16-1-14 to 19-1-14,Interior(1) 22-1-14 to 25-11-4 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 UJj 2)TCLL:ASCE 7-10;Pf-25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 • �At'- 3)Unbalanced snow loads have been considered for this design. -+ of 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. W litt,,C 5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will `"�s O fit between the bottom chord and any other members,with BCDL=10.0psf. 4 "=.' 6)A plate rating reduction of 20%has been applied for the green lumber members. / 7)Refer to girder(s)for truss to truss connections. 1� 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)14=284, „d 1 9=230. It' ,p 51976__p 9)This truss has been designed for a moving concentrated load of 250.OIb live and 17.0tb dead located at all mid panels and at all panel 90 -6biSTjjT�" , points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. S G 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. S�ONAL February 18,2016 I f we lo ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE Mir-7473 rev.18N3/2015 BEFORE USE. Design void for use only with M7eke connectors.This design is based only upon parameters shown,and is for an individual budding component,not .. a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design.Bracing indicated is to prevent bucking of individual tons web and/or chord members only.Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the yrs fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANS17TP11 quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.tee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 4 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741116 1, 61600175 009 CALIFORNIA 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:37:47 2016 Page 2 ID:PkD_XJGOgL_6gjCg1 SXZKzsw5O-mMvsCyLhy_zmAec6AHtTIU5WCW Wxi3Bjkh5bOzzjuDo NOTES- 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)10=334,16=290. 11)This truss has been designed for a moving concentrated load of 250.01b live and 17.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 12)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 13)Graphical purtin representation does not depict the size or the orientation of the purtin along the top and/or bottom chord. • 4 WARNING-Verify design parameters and READ NOTES ON TNis AND INCLUDED MITEK REFERENCE PAGE MN-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with M7ekffi connectors.This design is based only upon parameters shown,and k for an individual building component,not kill a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the n fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/rpll Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741116 B1600175 G09 CALIFORNIA 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 S Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:37:47 2016 Page 1 ID:PkD_XjGOgL_6gjCg1 SXZKzsw5O-mMvsCyLhy_zmAec6AHtTIU5W CW Wxi3Bjkh5bQzzjuDO I 4-9-11 I 9-7-7 14-7-13 I 17-1-5 1 19-1-14 1 21-2-6 1 23-9-11 1 29-1-0 4-9-11 4-9-11 5-0-6 2-5-8 2-0-9 2-0-8 2-7-5 5-3-5 5x12 MT18H% 8 Scale=1:58.9 5 4x8= r\ 5x6 4 6 5.00 12 '� S 23 24 /1-°----,1$ 25 26 27 v' -,..,„,..,,,,T.:2,>8 28 29 4x6 3x4 21 \\�\ 30 22 \\\ 3 \ 9 20 4x6 //: / c:::. 18 19 2 / Q \ N 3x6 11 t 7 `\\\ m 1.1 1 =% 11 d 31 15 32 14 '-'-'-'33'-'-------------: 3� 34 35 16 8x12 = d 5x6= 3x4— -. \ \l / N N 9J g id N 13 12 11 10 3x4 II 3x6— 4x12= 3x6 II I 7-3-0 1 14-6-8 19-1-14 I 23-9-11 29-1-0 I 7-3-4 7-3-4 4-7-6 4-7-13 5-3-5 Plate Offsets(XV)— [6:0-2-8,0-1-12],[7:0-2-8.0-2-81.19:0-2-12,0-1-8],[11:0-2-4,0-1-121.112:0-2-0,0-1-8],[16:0-3-0.0-2-12] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (toc) 1/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.92 Vert(LL) -0.23 14-15 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.78 Vert(LL) -0.45 14-15 >763 180 MT18H 220/195 TCDL 7.0 Rep Stress!nor YES WB 0.74 Horz(TL) 0.11 10 n/a n/a BCLL 0.0' Code IBC2012ITP12007 (Matrix) Weight:217 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.18Btr G*Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except 12:2x6 DF No.2 end verticals,and 2-0-0 oc purlins(5-0-7 max 1:d-7 BOT CHORD 2x4 DF No.1&Btr G*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 o • B2:2x4 DF Std G WEBS 1 Row at midpt 6-12,6- ,`ak,- '•P l FFs, , WEBS 2x4 DF Std G*Except* JOINTS 1 Brace at Jt(s):6 \fes NG[NE �j /0 W7,W11:2x4 DF No.1&Btr G,W12:2x6 DF No.2 MiTek recommends that S. -: .ndcrequired crossbfac be installed during trusser ,• accordeticP,�aJtt4 Stabilize y'e. Installation.uide. t5� C REACTIONS. (lb/size) 10=1414/0-5-8,16=1312/Mechanical Max Horz 16=236(LC 12) Max Uplift 10=-334(LC 9),16=-290(LC 12) Max Gray 10=2072(LC 30),16=1928(LC 30) - 57 OREGON oN. Q„ FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. 'Q & RY .�6,9'!Q� TOP CHORD 1-17=-318/92,17-18=-254/95,18-19=252/96,2-19=250/103,2-20=3077/946, �/` 1 3-20=-2971/954,3-21=-2487/1005,21-22=-2391/1011,22-23=-2387/1013, Pq U L %• 4-23=2306/1019,4-24=-2229/1194,6-24=-2229/1194,6-25=-1048/751,25-26=-1048/751, 26-27=-1048/751,7-27=-1048/751,7-28=-1016/538,28-29=-1083/533,29-30=-1099/531, 9-30=-1203/528,1-16=333/122,9-10=2021/875 EXPIRES: 12/31/2016 BOT CHORD 16-31=912/2751,15-31=-912/2751,15-32=-923/2669,14-32=923/2669,4-14=31/273, 12-34=680/1511,11-34=-680/1511 WEBS 3-15=-4/369,3-14=-607/208,12-14=-737/1649,6-14=-419/1309,6-12=576/358, 6-11=-991/455,7-11=-432/286,2-16=-2973/859,9-11=-773/1716 NOTES- PAUL ,I 1)Wind:ASCE 7-10;Vult=l40mph(3-second gust)Vasd=111 mph;TCDL=4.2psf,BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS � (envelope)gable end zone and C-C Exterior(2)0-1-13 to 3-1-13,Interior(1)3-1-13 to 12-10-6,Exterior(2)12-10-6 to 25-5-5,Interior(1) �� 25-5-5 to 25-10-4 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber WASIr.,6 DOL=1.60 plate grip DOL=1.60 f„4' ,',�'// "'.'"W 0 - 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 rii".�'c • , 3)Unbalanced snow loads have been considered for this design. %../ 4)Provide adequate drainage to prevent water ponding. -wrl 5)All plates are MT20 plates unless otherwise indicated- el "T 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �� ,[,�51976 4 4y 7)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will . GIS 18 ' . fit between the bottom chord and any other members,with BCDL=10.0psf. S C3 8)A plate rating reduction of 20%has been applied for the green lumber members. SIGNAL 9)Refer to girder(s)for truss to truss connections. Continued on page 2 February 18,2016 0 r,r. AWARNING-Verify design parameters and READ NOTES ON THIS ANO INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mul Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and is far an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741115 B1600175 GO8 CALIFORNIA 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:37:45 2016 Page 2 ID:PkD_XJGOgL_SgjCg1 SXZKzsw50-gzo5nGKRQNj2xLSi3sq?D30E4ig8E56RGNCUM5zjuDq NOTES- 11)This truss has been designed for a moving concentrated load of 250.O1b live and 17.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 12)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 13)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 14)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)365 lb down and 185 lb up at 16-0-12,618 lb down and 306 lb up at 18-0-12,461 lb down and 269 lb up at 19-1-14,and 618 lb down and 306 lb up at 20-2-15,and 365 lb down and 185 lb up at 22-2-15 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-4=64,4-6=-64,6-7=64,12-14=-20,8-11=-20 Concentrated Loads(lb) Vert:5=391 20=-330 22=548 23=-548 26=330 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MN-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.tins design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overatl building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Il Ails" is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the FYI 1� fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-8?and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 223t4. Corona,CA 92880 s Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741115 B1600175 G08 CALIFORNIA 1 1 Job Reference(optional) r Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:37:45 2016 Page 1 ID:PkD_XJGOgL_6gjCg1 SXZKzswsO-gzo5nGKRQNj2xLSj3sq?D30E4ig8E56RGNcUM5zjuDq I 4-• i •73 14-7 11-115 19-1-14 73-2-6 231.9-111 79-1-0 I 5-0-64-9-11 4-9-11 0-5-9 4-0-8 4-0-8 0-7-5 5-3-5 5x8% 5x8= Scale=1:57.0 5x6 4 , 21.,21 .,,,, 5 �. 24 2 r=„6 5.00 12 19______..----- 3x4 r \27 354 - 4x8 r` Z 16 \ N 4x6 II 15 °' N 1I�oi / \\ d 14 28 13 29 t2 \-_ 31 �\ / 32 9 8x12 = �l\� N 5x12 MT18H— 3x4 = �\ Al B i 11 10 9 8 3x4 II 4x6— 5x8— 3x6 I I I _ _ 7-3-4_ _ I _ _ 14-6-8 19-1-14 I 23-9-11 29-1-0 I 7-3-4 7-3-4 4-7-6 4-7-13 5-3-5 Plate Offsets(X.Y)— 14:0-3-12.0-2-81.[5:0-4-0,0-2-12],17:0-2-12.0-1-12J D:0-1-11.0-1-81[10:0-2-0.0-1-8].114:0-3-8,0-2-12] LOADING(psf) SPACING- 2-0-0 CSI. DEFL- in (loc) Vdefl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.70 Vert(LL) -0.23 12-13 >999 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.80 Vert(TL) -0.48 12-13 >722 180 MT18H 220/195 TCDL 7.0 Rep Stress Ina- YES WB 0.97 Horz(TL) 0.15 8 n/a n/a BCLL 0.0` Code IBC2012/TPI2007 (Matrix) Weight:211 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G`Except* TOP CHORD Structural wood sheathing directly applied or 3-0-9 oc purlins, except T2:2x6 DF No.2 end verticals,and 2-0-0 oc purlins(3-11-7 max,-ILL BOT CHORD 2x4 DF No.1&Btr G*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 o • • ' P R nF B2:2x4 DF Std G WEBS 1 Row at midpt 5-10,5-', .. = F WEBS 2x4 DF Std G"Except' MiTek recommends that Stab-. .r. • •. -. �S W7,W 11:2x4 DF No.1&Btr G,W12:2x6 OF No.2 be installed during truss ere,16rt•tr• •dance with S..ilf 2 Installation guide. c� _ _ S� REACTIONS. (lb/size) 8=2626/0-5-8,14=1931/Mechanical INI Max Horz 14=213(LC 12) Max UpliftB=-761(LC 12),14=-560(LC 12) Max Gray 8=3000(LC 30),14=2454(LC 30) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown- ' ' " .4,/, 'OREGON p'�� 'Cr TOP CHORD 1-15=-389/103,15-16=291/103,2-16=-261/110,2-17=-4016/986,3-17=-39061994, ,9 & Ry 16.1",4,C`' 1 23-01-28=1=-35258/81/0102182,,21122==-322818/1012,1-51-292= 42501/81/040112,4 -22-321181012,-52-203==32151680/1/505132,, -23-1560/553, °A UL n• 23-24=-1560/553,24-25=-1560/553,25-26=1560/553,6-26=-1560/553,6-27=-1667/544, 7-27=-1771/535,1-14=-366/128,7-8=-2947/894 BOT CHORD 14-28=-1029/3515,13-28=1029/3515,13-29=1025/3598,12-29=1025/3598, EXPIRES: 12/31/2016 4-12=-126/616,10-31=-756/2564,9-31=-756/2564 WEBS 2-13=-132/319,3-13=-88/345,3-12=-602/248,10-12=-812/2788,5-12=300/1193, 5-10=-1047/390,5-9=-2149/699,2-14=3820/908,7-9=-745/2574 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=42psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS pAUL RI (envelope)gable end zone and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 10-4-14,Exterior(2)10-4-14 to 28-10-4 zone; tr cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 Av.NVASjj 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 /*M.+� Q'3' 3)Unbalanced snow loads have been considered for this design. r`r O , 4)Provide adequate drainage to prevent water ponding. �y ' 5)All plates are MT20 plates unless otherwise indicated- / '. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. -,M 7)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will '`1•�, d 4 fit between the bottom chord and any other members,with BCDL=tO.Opsf. 51976), �J 8)A plate rating reduction of 20%has been applied for the green lumber members. � OFSTSi"" 9)Refer to girder(s)for truss to truss connections. S' G 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)8=761, S�ONAL�� 14=560. Continued on page 2 February 18,2016 1 I MOM ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/032015 BEFORE USE. Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and is for on individual bulding component,not will. a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MITA' ITA' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the / Ic fabrication,storage,delivery,erection and bracing of trusses and truss systems.see ANSI/TPii Qoarfy Criteria,D3B-B9 and SCSI Bolding Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Corona,CA 92880 4 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741114 1, B1600175 G07 Half Hip 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:37:43 2016 Page 2 ID:PkD_XJGOgL_BgjCg 1 SXZKzsw5O-uagLMalBumTKit JLxRoX8ewy8u93mCD8p37NHCzjuDs NOTES- 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. <i OMM e t AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MUEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Nlit Design valet for use only with M7ekS connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mk 'T is ahvays required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the �r� n fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPIt Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Intormalion available horn Truss Plate Institute,218 N.lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 r Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741114 B1600175 G07 Half Hip - 1 1 Job Reference(optional) 4- Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:37:43 2016 Page 1 ID:PkD_XJGOgL_6gjCg1 SXZKzsw5O-uagLMalBumTKi1 JLxRoXBewy8u93mCD8p37NHCzjuDs 14-6-8 I 4-73 I 8-6-0 12-11-5 13-1-5 21-11-9 29-1-0 I 4-7-3 3-10-13 4-5-5 0-2-0 7-5-1 7-1-8 2x4 II 1-5-3 Scale=1:53.2 4 6 ii 5.00 FIT 5x6% 21 ` 4x4 = 4x6= 4x8 = 2x4 II 3 2x4 II g 5-EFA 6d i71 xM LTJ 6:16Z1 6a DC R. 4x6 220 22 23 25 8 26 ,27_,,,,,,,,'m 28 29 2 19 18 17 r a 2x4 1I/ /// sd obN LI \Iv \. 16 30 15 31 14 \'\2\ 33 34 0 6x8 = 4x6= 3x8 = �\_ Y 55 2 PM 13 12 11 2x4 II 3x6 = 3x6= I 8-6-0 I 14-6-8 I 21-11-9 29-1-0 I 8-6-0 6-0-8 7-5-1 7-1-8 Plate Offsets(X.Y)— 19:0-2-8.0-1-121[12:0-2-4.0-1-8],[14:0-5-12.0-4-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (toc) I/dell L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.41 Vert(LL) -0.28 12-13 >999 240 MT20 220/195 (Roof Snow 25-0) Lumber DOL 1.15 BC 0.77 Vert(TL) -0.53 12-13 >650 180 TCDL 7.0 Rep Stress!nor YES WB 0.93 Horz(TL) 0.11 11 n/a rda BCLL 0.0 * Code IBC2012/TP12007 (Matrix) Weight 203 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied or 4-3-7 oc purlins, except T2:2x6 DF No.2,T3:2x6 DF 2250F 1.7E end verticals,and 2-0-0 oc purlins(4-5-11 max 1'210 BOT CHORD 2x4 OF No.1&Btr G*Except* BOT CHORD Rigid ceding directly applied or 8-10-1. B1:2x6 DF No.2,B2:2x4 DF Std G WEBS 1 Row at midpt 9-11,2- • <s R()Fes'p� WEBS 2x4 DF Std G <4,,•, .„„-, ,,.yr,/„ MiTek recommends that Stab. ..•s_, be installed during truss ere,I I, -e.,dance with S-.ili -0- Installation guide. 0iInstatlationguide. 897$2PE -7 i- REACTIONS. (lb/size) 11=1218/0-5-8,16=1220/Mechanical Max Horz 16=241(LC 12) Max Uplift 11=-335(LC 9),16=-239(LC 12) Max Gray 11=1668(LC 26),16=1554(LC 27) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. -9 OREGON QNs TOP CHORD 2-19=-2298/510,19-20=-2276/510,3-20=2149/521,3-22=2068/625,5-22=2068/625, ,�,4j 6,f 1' Q� 5-23=-2068/625,23-24=-2068/625,7-24=-2068/625,7-25=-2590/782,25-26=-2590/782, /� RY 1 �� 8-26=-2590/782,8-27=-2590/782,9-27=-25901782,10-11=-305/99,1-16=293/89 41:3,4U L 4, DOT CHORD 16-30=-683/2087,15-30=-683/2087,15-31=785/2598,14-31=-784/2600,7-14=-285/196, 12-33=-330/1453,33-34=-330/1453,11-34=-330/1453 WEBS 2-15=-991295,3-15=-25/531,7-15=-990/217,12-14=340/1500,9-14=-518/1427, EXPIRES: 12/31/2016 9-12=-258/245,9-11=-1959/446,2-16=-2449/507,4-5=-290/146 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=lilmph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)0-1-13 to 3-1-13,Interior(1)3-1-13 to 8-7-13,Exterior(2)8-7-13 to 13-1-5,Interior(1) 17-0-7 to 25-11-4 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;LumberT j DOL=1.60 plate grip DOL=1.60 pA D 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 5...V` ASFt>, 3)Unbalanced snow loads have been considered for this design. Sfi' 4)Provide adequate drainage to prevent water ponding. Qr,� • 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. .�, �'� 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will tt f •r fit between the bottom chord and any other members,with BCDL=10.0psf. % ' 7)A plate rating reduction of 20%has been applied for the green lumber members. „p > �, 8)Refer to girder(s)for truss to truss connections. It. 4, 51976,0 trJ 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)11=335, pr+, .6bIS'I'E,. 16=239. 10)This truss has been designed for a moving concentrated load of 250.01b live and 17.0lb dead located at all mid panels and at all panel S'1ONALV,4 points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 1) "FixContinued heels on only2Member end fixity model was used in the analysis and design of this truss. February 18,2016 li f A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design void for use only with Mitek®connectors.This design is based only upon parameters shown,and is for an individual building component,not MN > a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design into the overall �,B building design.Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTete ei° is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the ,tr, fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/Tell QuaUty Criteria,DS11-89 and BCSI Budding Component 250 Klug Circle Safety Information available horn Truss Plate Institute,218 N.lee Street,Suite 312,Alexandria,VA 22314: Corona,CA 92880 4 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741113 i B1600175 GO6 Half Hip 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:37:41 2016 Page 2 ID:PkD_XJGOgL_6g)Cg1 SXZKzswSO-xCYbxvHwM8DcSj9ygOm23DrYg5TallbrLldGDKzjuDu NOTES- 12)Graphical purtin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord. • • ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEB REFERENCE PAGE M&7473 rev.10/03/2015 BEFORE USE t Design valid for use only with Mieke connectors.This design is based only upon parameters shown,and is for on individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiT®k� is always required for stability and to prevent collapse with possible personal injury and properly domoge.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/1111 Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741113 B1600175 GO6 Half Hip 1 1 Job Reference(optional) r Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:37:41 2016 Page 1 ID:PkO_XjGOgL_6gjCg1 SXZKzsw5O-xCYbxvHwMBDcS19ygOm23DrYg5TallbrLldGDKzjuDu I 4-7-3 8-6-0 1 11-1-5 14-6-8 1 71-11-9 1 79-1-0 I 4-7-3 3-10-13 2-7-5 3-5-3 7-5-1 7-1-8 Scale=1:53.7 5x6% 4 4x4 = 4x6= 4x8 = 2x4 II t 9 3 �. L. _.5 rrQ _. " .� .i _. s. 18 SO- . 20 21 22 `B 23 6 24 25 26 1 2x4 II 1_5"--------; 1 '� Y N �I \ f N i1./ , 27 13 28 12 �\� • 30 31 4 14 8x8= � N 5x6= 3x8 = 0 11 10 9 2x4 H 3x8= 5x6= I 8-6-0 I14-6-8 I 21-11-9 29-1-0 I 8-6-0 6-0-8 7-5-1 7-1-8 Plate Offsets(X,Y)— [7:0-2-12.0-1-81[9:0-3-0,0-2-121.[10:0-3-9.0-1-8],[12:0-5-12,0-4-4].[14:0-3-0.0-2-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.72 Vert(LL) -0.28 10-11 >999 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.77 Vert(TL) -0.54 10-11 >645 180 TCDL 7.0 Rep Stress Ina YES WB 0.94 Horz(TL) 0.12 9 n/a n/a BCLL 0.0` Code IBC2012/TP12007 (Matrix) Weight:198 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G`Except` TOP CHORD Structural wood sheathing directly applied or 3-10-6 oc purlins, except T2:2x6 DF No.2,T3:2x6 DF 2250F 1.7E end verticals,and 2-0-0 oc purlins(4-1-6 ma BOT CHORD 2x4 DF No.1&Btr C*Except* BOT CHORD Rigid ceiling directly applied or 7-4-7 o U.PR�� B1:2x6 DF No.2,B2:2x4 OF Std G WEBS 1 Row at midpt 7-9,2-1 Ok es,yp� WEBS 2x4 DF Std G <ma.. •,• ;•. ""L! MiTek recommends that Stab �-. �•>;. be installed during truss ere,e, . ..dance with S-•ili Installation guide. ik- 89782PE "57 l REACTIONS. (lb/size) 9=1262/0-5-8,14=1313/Mechanical Max Horz 14=197(LC 12) Max Uplift9=-380(LC 9),14=-283(LC 9) Max Gray 9=1823(LC 26),14=1641(LC 27) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 1 94,Z,OREGON p"y Q` TOP CHORD 2-18=-2544/1004,18-19=-2522/1005,3-19=-2505/1011,3-20=2349/1221, "57 "RY .16 rQ' 20-21=-2349/1221,21-22=2349/1221,5-22=-2349/1221,5-23=-3162/1126, /- 23-24=-3162/1126,6-24=-3162/1126,6-7=-316211126,8-9=306/100,1-14=-294/116 PAUL - BOT CHORD 14-27=-1046/2216,13-27=-1046/2216,13-28=1131/3172,12-28=-1130/3174, 5-12=-299/286,10-30=-442/1619,30-31=-442/1619,9-31=-442/1619 WEBS 2-13=-196/422,3-13=0/446,5-13=-998/189,10-12=-454/1670,7-12=786/1773, EXPIRES: 12/31/2016 7-10=-308/241,7-9=-2183/596,2-14=2600/836 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=42psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)0-1-13 to 3-1-13,Interior(1)3-1-13 to 6-10-6,Exterior(2)6-10-6 to 11-1-5,Interior(1) 12-10-11 to 25-11-4 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber ?AUL DOL=1.60 plate grip DOL=1.60 1,,t 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category It;Exp B;Fully Exp.;Ct=1 OF 3)Unbalanced snow loads have been considered for this design- /,5e✓ WAStr,,0 4)Provide adequate drainage to prevent water ponding. /"i ,or 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. //� '2` 6)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will /t., fit between the bottom chord and any other members,with BCDL=10.0psf. 'r 7)A plate rating reduction of 20%has been applied for the green lumber members. ,p T 8)Refer to girder(s)for truss to truss connections. 4, 51976_4, 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)9=380, C.)3 GISTERe 14=283. 10)This truss has been designed for a moving concentrated load of 250.01b live and 17.OIb dead located at all mid panels and at all panel s`r�°NAL P points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 11) Fix heels only"Member end fixity model was used in the analysis and design of this truss. February Cotinued on page 2 18 ,2016 % 1 OHM ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MH-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Milek0 connectors.This design is based only upon parameters shown,and is for on individual budding component,notmit a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual buss web and/or chord members only.Additional temporary and permanent bracing Mak' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/T911 Quality Criteria,DSB-89 and SCSI Building Component 250 Slug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741112 B1600175 G05 Half Hip 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:37:40 2016 Page 2 ID:PkD_XjGOgL_6gjCg1 SXZKzsw5O-TO_CkZGIbr5lrZamGJFpWOlNlh7yZsYi75ujhtzjuDv NOTES- 11)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)342 lb down and 231 lb up at 16-0-12,224 lb down and 211 lb up at 18-0-12,261 lb down and 232 lb up at 19-1-14,224 lb down and 211 lb up at 20-2-15,342 lb down and 231 lb up at 22-2-15,276 lb down and 201 lb up at 24-2-15,and 476 lb down and 275 lb up at 26-2-15,and 139 lb down and 99 lb up at 28-2-15 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-64,3-7=-64,11-13=20,8-10=20 Concentrated Loads(lb) Vert:6=272 20=-272 21=154 22=191 23=-154 24=-206 27=-406 28=-104 • e � ®WARNING-Verify design parameters and READ NOTES ON TIS AND INCLUDED MITER REFERENCE PAGE MI1-7473 rev.188)3/2015 BEFORE USE. Design void for use only with AMTek8l connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent tucking of individual truss web and/or chord members only.Additional temporary and permanent bracing Mire IC is always required for stability and to prevent collapse with possible personal iniury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/1711 Quality Criteria,DSB-89 and BCSI Building Component 250 Mug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741112 B1600175 G05 Half Hip 1 1 Job Reference(optional) Y Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:37:40 2016 Page 1 ID:PkD_XJG0gt._6g1Cg1 SXZKzsw50-TO_CkZGIbr5lrZamGJFpW01NIh7yzsYi7l5ujhtzjuDv 4-7-3 8-6-0 1- 14-6-8 21-11-9 I 29-1-0 1 4-7-3 I 3-10-13 0-7-5 5-5-3 i 7-5-1 7-1-8 Scale=1:537 5x8 4x4 = 5x8= 5x10= 2x4 II 5.00 12 3 es, 17 z�18 19 Lr,4 .,� �,tt 5 22 es 23 t336 ,a 24 26 el, 28 4x6% 16 r..r. ` 2 15 �' 44 2x4 II .i / 1,....,,,,,..„,-> 4 V N Y A 13 29 12 30 11 �-- 32 33 8x12= ���\_ R 5x6= 3x8= D H 10 9 8 2x4 II 3x8= 5x6= I 8-6-0 14-6-8 21-11-9 I 29-1-0 —H 8-6-0 6-0-8 7-5-1 7-1-8 Plate Offsets(X.Y)— [2:0-2-120-2-0].[3:0-3-8.0-2-8116:0-3-8,0-2-12],[8:0-3-0,0-3-0],[9:0-2-8,0-1-8],[11:0-9-0,0-4-4],[12:0-2-0,0-1-8J.[13:0-3-0.0-2-12] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/defl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.70 Vert(LL) -0.28 9-10 >999 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.80 Vert(TL) -0.57 9-10 >611 180 TCDL 7-0 Rep Stress Incr YES WB 0.92 Horz(TL) 0.14 8 rile n/a BCLL 0.0 ` BCDL 10.0 Code IBC2012/TP12007 (Matrix) Weight:195 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied or 3-7-9 oc purlins, except T2:2x6 OF No.2,T3:2x6 DF 2250F 1.7E end verticals,and 2-0-0 oc purlins(2-11-15 rqp_1-'i-7 BOT CHORD 2x4 OF No.1&Btr G*Except* BOT CHORD Rigid ceiling directly applied or 6-7-11 .• . . 01:2x6 DF No.2,02:2x4 DF Std G WEBS 1 Row at midpt 4-12,2- (� ��R Ufi'Fs WEBS 2x4 DF Std G*Except* 2 Rows at 1/3 pts 6-8 5 �,[N� d% W7:2x4 DF No.1&Btr G \ N. F MiTek recommends that St.. 1 9r :n equlred cross�Il ac ;2 be installed during truss er• ,•, a�tbilize Iv r-- Installation guide. REACTIONS- (lb/size) 8=2537/0-5-8,13=1640/Mechanical Max Horz 13=152(LC 66) Max Uptift8=-886(LC 8),13=-465(LC 12) Max Gray 8=2592(LC 26),13=1871(LC 27) j4OREGON 0'10 • FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. 2 TOP CHORD 2-16=-2948/965,3-16=-2875/970,3-17=-2664/928,17-18=-2664/928,18-19=2664/928, lit-�'1 '4RY ��' ��Q` 4-19=-2664/928,4-20=-3917/1397,20-21=-3917/1397,5-21=-3917/1397, PAUL �` 5-22=-3917/1397,22-23=3917/1397,6-23=3917/1397,7-8=-524/202,1-13=-292/82 BOT CHORD 13-29=-97212620,12-29=-972/2620,12-30=-1403/3929,11-30=-1402/3931, 9-32=-818/2228,32-33=-818/2228,8-33=818/2228 EXPIRES: 12131!2016 WEBS 2-12=-231/467,3-12=-218/802,4-12=-1533/664,9-11=-846/2305,6-11=-665/1942, 6-9=-493/368,6-8=-3005/1104,2-13=-3074/954 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 4-4-14,Exterior(2)4-4-14 to 8-7-13,Interior(1) U 12-10-11 to 25-11-4 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber PA -�� DOL=1.60 plate grip DOL=1-60 '• CTv WAS 1) ,,C+ 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 ' i 3)Unbalanced snow loads have been considered for this design. 7.t,11,,. .,',o 4)Provide adequate drainage to prevent water ponding. 4til ' 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. I ' 6)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will -',417.r b,..fit between the bottom chord and any other members,with BCDL=10.0psf. ,. 'ff, 7)A plate rating reduction of 20%has been applied for the green lumber members. 1+ hH 51976 69 8)Refer to girder(s)for truss to truss connections. 0.4tt o!STSS- �v 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Gt lb)8=886, `rSIQNAL��G 10)This truss has been designed for a moving concentrated load of 250.0Ib live and 17.0lb dead located at all mid panels and at all panel coninedson pgt alon thee 2 Top Chord and Bottom Chord,nonconcurrent with any other live loads. February 18,2016 t�u t H ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED TEK REFERENCE PAGE MN-7473 rev.10/03/2015 BEFORE USE. "l' MI Design valid for use only with MitekE connectors.This design is based only upon parameters shown,and is for an individual building component,riot , a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is atvays required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPit Quality Criteria,DSB-89 and SCSI Building Component 250 King Circle Safety IMormalion available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741111 61600175 G04 ROOF SPECIAL 1 1 Job Reference o.tional Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc.Thu Feb 18 12.37:38 2016 Page 2 ID:PkD_XJGOgL_BgjCgt SXZKzsw5O-XdtSJtE23Dr2bOON9uCLRbD?BtQi5xDPfoPcc?zjuDx NOTES- 11)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)137 lb down and 188 lb up at 16-0-12,134 lb down and 188 lb up at 18-0-12,134 lb down and 188 lb up at 19-1-14,134 lb down and 188 lb up at 20-2-15,137 lb down and 188 lb up at 22-2-15,161 lb down and 188 lb up at 24-2-15,and 94 lb down and 135 lb up at 26-2-15,and 212 lb down and 184 lb up at 28-2-15 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard • 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-64,2-5=-64,4-10=-64,14-17=-20,11-13=-20 Concentrated Loads(Ib) Vert:9=67 24=-67 25=-64 26=-64 27=64 28=-91 31=40 32=142 ®WARNING-Verify design parameters and READ NOTES ON 72115 AND INCLUDED MITER REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. 11111 Design void for use only with MiTek®connectors.This design is based only upon parameters shown,and is for on individual butldng component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall a building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M"Tek` is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety IMormalon available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Cornea,CA 92880 r Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741111 B1600175 004 ROOF SPECIAL 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:37:38 2016 Page 1 ID:PkD_XjGOgL_6gjCgl SXZKzsw5O-XdtSJtE23Dr2bGQN9uCLRbD?BtQi5xDPfoPcc7zjuDx 1 2-6-0 3- • 1-5 7-3-4 t-- - - r 2-6-0 7- 4-1-15 1-3-14 5-11-6 7-5-1 7-1-7 Scale=1:52.6 2x4 II 5.00 12 3 p55 8x8 = / j 2x4 I I 4x6 = 5x12 MT18H= 5x12 MT18H= 2x4 II 2 // act II RA e,I6 as leil el 7 ea 9 vv ._ CA _r 1 2Q 2122 23 I� n 24 - .. 28 29 30 31 32 N -� / / 33 171634 15 35 14 `��\ 3�\ o 8x12 II 4x12= 5x12 = 7x14 MT18H rd 13 12 11 2x4 li 3x8 = 5x6 = 1 2-6-0 1 8-7-2 I 14-6-8 I 21-11-9 I 29-1-0 I 2-6-0 6-1-2 5-11-6 7-5-1 7-1-7 Plate Offsets X Y 2:0-2-0 0-3-0 9:0-5-9 0-1-12 11:0-3-0 0-2-12 12:0-2-4 0-1-8 14:0-7-12 0-0-12 15:0-0-1 0-0-0 16:0-3-9 0-1-12 17:Edte 0-3-9 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.87 Vert(LL) -0.58 14 >591 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.85 Vert(TL) -1.16 13 >298 180 MT18H 220/195 TCDL 7.0 Rep Stress Incr YES WB 0.98 Horz(TL) 0.30 11 n/a n/a BCLL 0.0* Code IBC2012/TPI2007 (Matrix) Weight:189 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x6 DF No.2*Except* TOP CHORD Structural wood sheathing directly applied or 4-3-6 oc purlins, except T1:2x4 DF No.1&Bir G end verticals,and 2-0-0 oc purlins(2-2-0 max.t 2-111_Except: . BOT CHORD 2x4 DF No.1&Btr G*Except* 1 Row at midpt 2-4 • PROF B1:2x6 DF 2250F 1.7E BOT CHORD Rigid ceiling directly applied or 5; . 1. F WEBS 2x4 DF Std G*Except' WEBS 1 Row at midpt 7-15 :;�t�, ,‘„,‘GIN .. ss/Q W4,W8,W7:2x4 DF No.1&Btr G MiTek recommends that St.. Is9r :nt equired crossac ..i be installed during truss er i•. aocr ditq,vitt�,Stbilize -y1„, Installation guide. S 11!!22iiLL tt''t REACTIONS. (lb/size) 11=1606/0-5-8,17=1350/0-5-8 Max Horz 17=135(LC 12) Max Uplift11=-646(LC 9),17=-377(LC 12) Max Gray 11=1648(LG 26),17=1524(LC 27) v h -571k,OREGON o� FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown- 'T x1 6, Q TOP CHORD 1-18=-2211/760,2-18=-2137/764,2-20=-5430/2060,4-20=-5430/2060,4-21=5430/2060, RY � '` 21-22=-5430/2060,6-22=-5430/2060,6-23=-5430/2060,7-23=-5430/2060, '°A U l- is 7-24=-7101/2784,24-25=-7101/2784,8-25=7101/2784,8-26=-710112784, 26-27=-7101/2784,9-27=-7101/2784,10-11=331/148,1-17=1532/523 BOT CHORD 16-34=-897/2130,15-34=-897/2130,15-35=-2859/7289,14-35=-2858/7291,7-14=93/254, EXPIRES: 12/31/2016 12-37=1037/2422,11-37=-1037/2422 WEBS 2-16=-606/285,2-15=-1211/3628,6-15=-577/316,7-15=-2000/1064,12-14=1027/2386, 9-14=-1790/4792,9-12=-516/405,9-11=-2760/1181,1-16=-753/2209,3-4=-293/152 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.Il;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)0-1-12 to 11-4-6,Interior(1)11-4-6 to 25-11-4,Exterior(2)25-11-4 to 28-11-4 zone; cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 c5f wAS7ij,, 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 `Agr,' �� w G.'), 3)Unbalanced snow loads have been considered for this design. _�1) p 4)Provide adequate drainage to prevent water ponding. • .c. - '2• 5)All plates are MT20 plates unless otherwise indicated. / 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall try 2-0-0 wide will ,d ;1';. fit between the bottom chord and any other members. 'P ,� 51976 k1 8)A plate rating reduction of 20%has been applied for the green lumber members. O -0QISTERti9 9)Provide mechanical connection(try others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)11=646, aF,c,> X1,146 10)This truss has been designed for a moving concentrated load of 250.0Ib live and 17.0lb dead located at all mid panels and at all panel n on 9 along the_Top Chord and Bottom Chord,nonconcurrent with any other live loads. ContInuediFebruary 18,2016 I f ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mileke connectors.This design is based only upon parameters shown,and is for an individual building component,not .. a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design into the overaN building design.Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek° is always required for stability and to prevent coNapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/rPll QuaMy Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741110 91600175 G03 Roof Special 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,lac. Thu Feb 18 12:37:36 2016 Page 2 ID:PkD_XjGOgL_6gjCg1 SXZKzsw5O-bEliuBDoXcbKMyG?1TAtMA8tk4mjd2m6CUwVY6zjuDz NOTES- 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=lb)12=348,18=281. 11)This truss has been designed for a moving concentrated load of 250.01b live and 17.OIb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live bads. 12)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 13)Graphical puffin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. e � ®WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/032015 BEFORE USE. mot Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual buss web and/or chord members only.Additional temporary and permanent bracing MITE k is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the c7 fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/rPll Quality Criteria,DS8-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741110 B1600175 G03 Roof Special 1 1 Job Reference(optional) r Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 S Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:37:36 2016 Page 1 ID:PkD_XjGOgL_6gjCg1 SXZKzsw5O-bEliuBDoXcbKMyG?1TAtMA8fk4mjd2m6CUwVY6zjuDz 1 -2-0-0 0-2-112 2-6-0 3-1-5 7-3-0 1 8-7-2 1 14-6-8 21-11-9 I 29-1-0 __.. I 2-0-0 0-2-12 2-3-4 0-7-5 4-1-15 1-3-14 5-11-6 7-5-1 7-1-8 Scale=155.6 2x4 II 5.00 12 4 s 858% 23_ 2x4 456= 4x12 = 7514 MT18H= 254 22 2x I 4x6 21 3 ,„/".... .:r 7 •s •s RA 8 4 al r4 •4 10 .. CS CI s 20 - 27 EE 'ice "_�--.2$, 25 a. ____ __-2!-_-:1--"'" _9 7��� SABI 30 31 N 1 19 2�j_ y �_ -• _ � f.�— �� J y �_ �� V I: �___ 32 18 33 17 34 16 35 15 �`` 37 \ 4 o 354 = 7x14 MT18H= d 3x6 I 458= 5x12 = �`�b \-� r K 14 13 12 I 2x4 II 3x10= 358 = 0-2-�2 2-6-0 8-7-2 14-6-8 I 21-11-9 1 29-1-0 1 0-2-12 2-3-4 6-1-2 5-11-6 7-5-1 7-1-8 Plate Offsets(X,Y)— [2:0-2-12.0-2-0].[3:0-2-0 0-2-01,[10:0-6-11.0-3-81.[12:0-3-4.0-1-81[13:0-3-4.0-1-8],115:0-7-8.0-5-01.[16:0-5-13,0-2-8],[17:0-3-4,0-2-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (toc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.87 Vert(LL) -0.67 15 >514 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.82 Vert(TL) -1.18 14 >292 180 MT18H 220/195 TCDL 7.0 Rep Stress!nor YES WB 0.91 Horz(TL) 0.30 12 n/a n/a BCLL 0.0' Code IBC2012/TPI2007 (Matrix) Weight:196 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x6 OF No.2*Except* TOP CHORD Structural wood sheathing directly applied or 4-8-12 oc purlins, except T1:2x4 OF No.1&Btr G end verticals,and 2-0-0 oc purlins(2-2-0 max Y'l-11 Except: BOT CHORD 2x4 DF No.t&Btr G*Except 1 Row at midpt 3-5 aOpp- 131:2x6 DF 2250F 1.7E BOT CHORD Rigid ceiling directly applied or 6-0 s• filo G OF t• P R Fs WEBS 2x4 OF Std G*Except* WEBS 1 Row at midpt 8-16 4 N.,(3 N E' /At W4,W8,W7:2x4 DF No.1&Btr G MiTek recommends that St.. n. equired cross.ac ; be installed during truss er ,,•. accortesc/gwjU�Stabilize - . Installation guide. Z5� [SL t t REACTIONS. (lb/size) 12=1203/0-5-8,18=1415/0-5-8 Max Horz 18=173(LC 12) Max Uplift 12=-348(LC 9),18=-281(LC 9) Max Gray 12=1816(LC 26),18=1556(LC 27) v 40 '• '92 OREGON o, v` '174,FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. n q Q` TOP CHORD 1-19=-137/623,2-19=-133/629,2-20=-1979/400,20-21=-1968/401,3-21=-1959/405, Th �� tJ� 3-24=-5633/1310,5-24=-5633/1310,5-25=-5633/1310,25-26=-5633/1310, PA u 1- R 7-26=-5633/1310,7-27=-5633/1310,27-28=-5633/1310,8-28=-5633/1310, 8-29=7586/1528,9-29=-7586/1528,9-10=-7586/1528,11-12=-303/97 BOT CHORD 1-32=577/148,18-32=-577/148,18-33=-577/51,17-33=-577/51,17-34=-544/1911, EXPIRES: 12/31/2016 16-34=544/1911,16-35=-1570/7788,1535=-1569/7789,13-37=-516/2687, 12-37=516/2687 WEBS 3-17=-577/255,3-16=-798/3876,7-16=573/301,8-16=-2238/450,13-15=508/2654, 10-15=-1037/5018,10-13=-594/254,10-12=3062/588,4-5=-294/151,2-18=-1396/416, 2-17=-511/1952 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS 0'fx WASIIr, (envelope)gable end zone and C-C Exterior(2)-2-0-0 to 1-0-0,Interior(1)1-0-0 to 3-2-5,Exterior(2)3-2-5 to 7-5-4,Interior(1)114-6 to eC� 25-11-4 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate R' i,, --,'A, 0 grip DOL=1.60 1, 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 / 3)Unbalanced snow loads have been considered for this design. --er 4)Provide adequate drainage to prevent water ponding. ,A 'I , 5)All plates are MT20 plates unless otherwise indicated. 1� ,p,51976�o �{f 6)The Fabrication Tolerance at joint 15=6% Is GISTVR 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,c,oG 8)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will SZOIYALEl1 =plate fit between the bottom chord and any other members. C6nUeilateued raon nr,a dduction of 20%has been applied for the green lumber members. February 18,2016 I 1 ®WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M8-7473 rev.10/032015 BEFORE USE. : Design valid for use only with MITek�connectors.This design n based only upon parameters shown,and¢tor on individual building component,not o truss system.Before use,the budding designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckFng of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and properly damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/1101 Quality Criteria,DSS-89 and SCSI Building Component 250 Klug Circle Safety IrtomwNon available born Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 4 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741109 .r 81600175 G02 Roof Special 1 1 Job Reference o.lional Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:37:34 2016 Page 2 ID:PkD_X_IGOgL_6gjCg1 SXZKzsw50-fsdxT V BX0?Lc6e7cw28PG12KCG31988pkARPUDzjuE? NOTES- 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)12=707,18=438. 10)This truss has been designed for a moving concentrated load of 250.O1b live and 17.Olb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 11)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)135 lb down and 187 lb up at 16-0-12,133 lb down and 185 lb up at 18-0-12,133 lb down and 185 lb up at 19-1-14,133 lb down and 185 lb up at 20-2-15,135 lb down and 187 lb up at 22-2-15,133 lb down and 185 lb up at 24-2-15,and 139 lb down and 185 lb up at 26-2-15,and 161 lb down and 185 lb up at 28-2-15 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(pif) Vert:1-3=-64,3-6=-64,5-11=-64,1-15=20,12-14=-20 Concentrated Loads(Ib) Vert:10=-66 29=66 30=-64 31=-64 32=-64 33=64 36=-70 37=-92 i ► A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGEM&7473 rev.10/0372015 BEFORE USE. Design valid for use only with Mit eke connectors.This design is based only upon parameters shown,and is tor on individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and property incorporate this design into the overall building design.Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing Wok' k' is always required for stability and to prevent collapse with possible personal injury and properly damage.For general guidance regarding the lubrication,storage,delivery,erection and bracing of trusses and truss systems,see AHSI/TP11 Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741109 B1600175 G02 Roof Special 1 1 Job Reference(optional) r Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:37:34 2016 Page 1 lD:PkD_XjG0gL_6gjCg1 SXZKzsw50-fsdxTVBXO?Lc6e7cw28PGI2KCG31988pItARPUDzjuE? 1 -7-0-0 0-2-P2 2-6-0 I4-1 7-3-4 I 8-7-2 1 14-6-8 I 21-11-9 I 79-1-0 _1 2-0-0 0-2-12 2-3-4 0-7- 4-1-15 1-3-14 5-11-6 7-5-1 7-1-8 Scale=1:55.6 2x4 H 5.00 12 4 6 8x8= 23/ 2x4 4x6= 5x12 MT18H = 5512 MT18H= 2x4 f 1 22 2P II 4x6% 21 3 ea .5 7 _� w 1 8 P 10 ti _� r':� .1 �. 2 20 ca —24 25 y' ._28�-ice' 29 —$�?1.— \ 33 3435 36 37 19 v J 38 3918 t7 40 16 41 15 `���`'42� 43 `r o d 3x4 = 3x6 4x8= 5x12= 7514 MT18H— — \ \...,,,,,,,,,,,:„, N 14 13 12 2x4 II 358= 5x6= 0-212 2-6-0 i 8-7-2 14-6-8 I 21-11-9 29-1-0 I 0-2-'12 2-3-4 6-1-2 5-11-6 7-5-1 7-1-8 Plate Offsets(X,Y)— [2:0-2-8.0-2-0].[3:0-2-0.0-3-0],[10:0-5-9.0-1-121[12:0-3-0.0-3-01.113:0-2-4.0-1-81.[15:0-7-12,0-4-121[16:0-0-1,0-0-0],[17:0-2-8.0-1-12] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.81 Vert(LL) -0.58 15 >591 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.85 Vert(TL) -1.15 14 >299 180 MT18H 220/195 TCDL 7.0 Rep Stress lncr YES WB 0.92 Horz(TL) 0.29 12 n/a n/a BCLL 0.0* Code IBC2012/TPI2007 BCDL 10.0 (Matrix) Weight:196 lb FT=10% LUMBER- BRACING- TOP CHORD 2x6 DF No.2*Except* TOP CHORD Structural wood sheathing directly applied or 4-6-15 oc purlins, except T1:2x4 DF No.1&Btr G end verticals,and 2-0-0 oc purlins(2-3-0 max t 3-1i. Except: BOT CHORD 2x4 DF No.1&Btr G*Except` 1 Row at midpt 3-5 OF c5' B1:2x6 DF 2250F 1.7E BOT CHORD Rigid ceiling directly applied or 5:,/. . `.,a;, .i. .. R WEBS 2x4W4,OF WT 2x4 DF No.t&Btr G G*Except* WEBS 1 Row at midpt 8-16 Ira: t lit NSE is/© MiTek recommends that St. :n• equired cross ac .?i be installed during truss er, acrxtrd �GZSL['tbilize 71,,, Installation guide. CS REACTIONS. (Ib/size) 12=1623/0-5-8,18=1546/0-5-8 Max Horz 18=173(LC 12) Max Uplift 12=-707(LC 9),18=-438(LC 12) Max Gray 12=1677(LC 26),18=1824(LC 27) v 4j � 57�OREGON �'* FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. -1,,, r✓,(1 6 ." Q`� TOP CHORD 1-19=-152/616,2-19=148/622,2-20=-1956/612,20-21=-1911/613,3-21=1876/616, RY -- 3-24=-5377/1972,5-24=-5377/1972,5-25=-5377/1972,25-26=5377/1972, Pq U L �� 7-26=-5377/1972,7-27=-5377/1972,27-28=5377/1972,8-28=-5377/1972, 8-29=-7093/2742,29-30=-7093/2742,9-30=-7093/2742,9-31=7093/2742, 31-32=-7093/2742,10-32=-7093/2742,11-12=-345/182 EXPIRES: 12/31/2016 BOT CHORD 1-38=-570/163,18-38=-570/163,18-39=-570/58,17-39=-570/58,17-40=-750/1887, 16-40=-750/1887,16-41=-2816/7282,15-41=-2815/7283,8-15=-103/263, 13-43=-1062/2456,12-43=1062/2456 WEBS 3-17=-701/323,3-16=-1272/3692,7-16=580/315,8-16=2023/1051,13-15=-1054/2423, 10-15=-1720/4750,10-13=526/414,10-12=2799/1210,4-5=-293/152,2-18=-16101551, 2-17=709/2077 PAUL NOTES- 0- WA.S 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111 mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.11;Exp B;enclosed;MWFRS AS - '"(p' (envelope)gable end zone and C-C Exterior(2)-2-0-0 to 1-0-0,Interior(1)1-0-0 to 3-2-5,Exterior(2)3-2-5 to 7-5-4,Interior(1)11-4-6 to `fi * '':. s 25-11-4 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate .'4:01P.?:.'''' ' grip DOL=1.60 '1 •. 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 T 3)Unbalanced snow loads have been considered for this design. d 4)Provide adequate drainage to prevent water ponding. 4, 51970 (� 5)All plates are MT20 plates unless otherwise indicated. On F01STSV•' 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. s 4;1CS 7)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ZONAL— fit plate the bottom chord and any other members. 13)CbA lat raon ng reduction dioof 20%has been applied for the green lumber members. February 18,2016 . 1 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI67473 rev.10/03/2015 BEFORE USE. T Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not o truss system.Before use,the building designer must verity the applicability of design parameters and property incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/1711 Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741108 81600175 001 ROOF SPECIAL GIRDER t Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc.Thu Feb 18 12:37:31 2016 Page 2 ID:PkD_X_jGOgL_6glCg1 SXZKzsw5O-EHyprU9Fj4y1 FB01 Ewaif6Rrc30EynnN2CCktvzjuE2 NOTES- 7)Provide adequate drainage to prevent water ponding. 8)All plates are MT2Q plates unless otherwise indicated. 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 11)A plate rating reduction of 20%has been applied for the green lumber members. 12)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)14=1236,21=569. 13)This truss has been designed for a moving concentrated load of 250.01b live and 17.01b dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 14)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 15)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16)Use Simpson Strong-Tie HGUS26-2(20-10d Girder,6-10d Truss)or equivalent at 16-10-7 from the left end to connect truss(es)to back face of bottom chord. 17)Fill all nail holes where hanger is in contact with lumber. 18)Hanger(s)or other connection device(s)shalt be provided sufficient to support concentrated load(s)163 lb down and 187 lb up at 18-0-12,163 lb down and 189 lb up at 20-0-12,163 lb down and 191 lb up at 21-1-14,163 lb down and 189 lb up at 22-2-15,163 lb down and 187 lb up at 24-2-15,182 lb down and 187 lb up at 26-2-15,and 176 lb down and 179 lb up at 28-2-15,and 233 lb down and 174 lb up at 30-2-15 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(p8) Vert:1-2=-64,2-3=-64,3-7=-64,6-13=-64,18-21=-20,14-17=-20 Concentrated Loads(Ib) Vert:13=-233 12=-94 34=-94 35=-94 36=94 38=-94 39=-113 41=-108 45=-775(B) t � ss ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and s for an individual budding component,not �q a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate the design into the overall building design.Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek. is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available horn Truss Rate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 o' Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741108 81600175 GO1 ROOF SPECIAL GIRDER 1 3 Job Reference(optional) w- Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc.Thu Feb 18 12:37:31 2016 Page 1 ID:PkD_XJGOgL_6gjCg1 SXZKzsw50-EHyprU9fj4yl FBO1 Ewaif6Rrc30EynnN2CCktvzjuE2 1-1-5 I -2-0 0 10 111 5-4-5 i7-34 1 10-0-0 1 14.6-8 19-6-7 24-2-13 I 29-1-0 2-0-0 0.10.1 430 1-10-15 2-9-0 4-6-4 4-11-15 4-0-6 4-10-3 0-3-4 Scale=1:55.6 2x4 II 5.00 12 25 5 7 7x14 MT18H= 24�j� 23jU 3x4204 22____------7x14 MT18H= 3x8= 2x4 11 5510 =3x4= 3x4= 2x4 II 3 �%- 48 9 10 12 • • v 1 / _ 27 ,}--� --22__.`: _ ®------33—__39--_ �i�t [1 36 37 38 39 40 41 iiiiiiia _--- 3x4 42 20 43 19 44 t8 ^� \ res o 8x12 = '",..,,,,,.."- :3_, 8 21 7x14 MT18H= 7x14 MT18H— . v! 4x8 = 1 1 1 1 `r HGUS26-2 r1-a 17 16 15 14 2x4 II 3x8= 3x4= 4x4 = • 0-10-1 4-10-3 1 9-8-5 1 14-6-8 I 19-6-7 1 24-2-13 I 29-1-0 1 0-10- 4-0-1 _ 4-10-3 4-10-3 4-11-15 4-8-6 4-10-3 Plate Offsets(KY)— [3:0-2-0.0-3-0],[4:0-3-9,0-3-8],[8:0-3-9.0-1-8],[10:0-4-8A-1-12],[16:0-3-8.0-1-81.[18:0-5-4,0-4-4].[19:0-3-9,0-3-8],[20:0-2-0.0-3-81,[21:0-3-0,0-2-0] LOADING(psf) SPACING- 2-0-0 CSL DEFL. in (roc) I/debt Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.70 Vert(LL) -0.70 17 >486 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.90 Vert(TL) -1.40 17 >241 180 MT18H 220/195 TCDL 7.0 Rep Stress Incr NO WB 0.96 Horz(TL) 0.26 14 n/a n/a BCLL 0.0 Code IBC2012/TP12007 (Matrix) Weight:561 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 OF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x6 OF No.2*Except` .end verticals,and 2-0-0 oc purlins(5-1-14 m 2-21. B2:2x4 DF No.t&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 eit� WEBS 2x4 DF Std G*Except* ,tC u��ROPE. W8:2x4 DF No.1&Btr G c'C- �G[N kII• /0.1„. REACTIONS. (lb/size) 14=2408/0-5-8,21=1856/0-5-8 44 "7 Max Horz 21=168(LC 10) 89 782 P E 1...- Max Max Uplift14=1236(LC 7),21=569(LC 10) Max Gray 14=2507(LC 25),21=2103(LC 26) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. - >\� TOP CHORD 1-2=-401/125,2-3=-538/169,3-26=-7209/2303,26-27=-7209/2303,4-27=-720912303, 1' OREGON o 4-28=-13153/4278,6-28=-13153/4278,6-29=-13153/4278,29-30=-13153/4278, 8-30=-13153/4278,8-31=-1698315877,31-32=-16983/5877,9-32=-16983/5877, '7, , �'�RY A$.L cr�� 9-33=15863/5491,33-34=15863/5491,10-34=-15863/5491,10-35=3094/1404, 74- PA U L ,,� 11-35=-3094/1404,11-36=3094/1404,36-37=3094/1404,37-38=-3094/1404, 12-38=-3094/1404,13-14=-479/357,2-21=-317/802 BOT CHORD 1-21=-92/344,21-42=-445/873,20-42=-445/873,20-43=-2303/7209,19-43=2303/7209, 19-44=4278/13153,18-44=4278/13153,17-18=-62/398,9-18=-302/178,17-45=-189/547, EXPIRES: 12/31/2016 16-45=189/547,16-46=-2162/5378,15-46=-2162/5378,15-47=-1404/3094, 14-47=-1404/3094 WEBS 3-20=-1950/6502,4-20=-1353/487,4-19=-2018/6073,8-19=-1433/569,8-18=-1664/3913, 16-18=-2134/5226,10-18=-3396/10695,10-16=1358/752,10-15=-2704/897, 12-15=373/1398,12-14=-3662/1662,3-21=2379/771,5-6=297/122 1)AU.L RI NOTES- ov WASNJ,. e{t 1)3-ply truss to be connected together with 10d(0.131"x3")nails as follows: S` Y Top chords connected as follows:2x4-1 row at 0-7-0 oc. Aq• •r'_ 1'- �� Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc,2x4-1 row at 0-9-0 oc. ,��y y• Webs connected as follows:2x4-1 row at 0-9-0 oc. ,. ,i1 r1 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. ;Mr 3)Wind:ASCE 7-10;Vult=l40mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=258;Cat.II;Exp B;enclosed;MWFRS &C' (envelope)gable end zone;cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 �O4 '$�S1 W- 4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 5)Unbalanced snow loads have been considered for this design. S/ONAVe 6)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. Continued on page 2 February 18,2016 I. I A WARNING-Verify design panmetera and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M8-T4T3 rev.104132015 BEFORE USE. Design vaId for use only with MiTek49 connectors.This design is based only upon parameters shown,and is for on individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall a building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiT®k• is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/IPli Quality Criteria,DSB-89 and BCSI Budding Component 250 Klug Circle Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312 Alexandria.VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply EPR Design-Memory Care 1(1741107 /31600175 F09 Roof Special 16 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:37:29 2016 Page 2 ID:PkD_XJG0gL_6gjCg1 SXZKzsw5O-Iug2Qo7PBSiJOtEe7VYEZhLU8FL8Utd4bujepOzjuE4 NOTES- 9)Refer to girder(s)for truss to truss connections. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)18=372,11=39(1 11)This truss has been designed for a moving concentrated load of 250.Olb live and 17.Olb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 12)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 13)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. t � ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 ree.10103/2015 BEFORE USE. Null• Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and B for on individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing .i1pk° is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPU Quality Criteria,DSB-89 and SCSI Balding Component 250 Klug Circle Safety Information available horn Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 l Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741107 B1600175 F09 Roof Special 16 1 Job Reference o.tional Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:37:29 2016 Page 1 ID:PkD_XJGOgL_6gjCg1 SXZKzsw5O-Iug2Qo7PBSIJOtEe7VYEZhLU8FL8Utd4bujepOzjuE4 1 4-1-15 1 8-3-15 1 14-5-5 l 20-6-12 26-8-2 I 32-1-7 37-10-12 1 40-1-8 ( 4-1-15 4-1-15 6-1-7 6-1-7 6-1-6 5-5-4 5-9-5 2-2-12 Scale=1:71.7 5x6= 5.00 12 5 25/ \\ 26 3x4 3x4' 24 --....--,,,--:...< 27, 3x6 2 /� 628 22 - ,7 r::..,' ' m 2x4 I I 5x6= �/ ty-- 29 \\ 4x6 1 4x8= \\\ 8 1, or 19 � $ // 11 \ \------.;.-..„. 1.. 30 31 2x4 II 'N: 666_ / ,/ ~\ .9 32 10 ; Ii 18 33 t7 34 16 35 15 36 14 13 37 38 12 39 11 40 4x6= 4x6- 3x4 - 5x12 MT18H- 3x8= 5x8 WB= 3x4 = 3x6= 3x6= 40-1-8 1 4-1-15 1 8-3-15 1 12-0-9 1 14-53 1 26612 I 29-2-12 I 37-10-12 30113 1 4-1-15 4-1-15 3-8-10 2-4-13 6-1-7 8-8-0 8-8-0 0--22-0-0 Plate Offsets(X.Y)- [2:0-3-8,0-2-0],[4:0-1-12,0-1-8j.[8 0-2-8,0-2-0].[11:0-2-12,0-1-81117:0-2-8,0-1-12],[18:0-3-0,0-2-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loe) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.76 Vert(LL) -0.35 12-14 >999 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.94 Vert(TL) -0.76 14-16 >599 180 MT18H 220/195 TCDL 7.0 Rep Stress lncr YES WB 0.94 Horz(TL) 0.16 11 n/a n/a BCLL 0.0* Code IBC2012/TPI2007 (Matrix) Weight:208 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 OF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except BOT CHORD 2x4 DF No_1&Btr G end verticals,and 2-0-0 oc purlins(3-5-13 ma. • - WEBS 2x4 OF Std G BOT CHORD Rigid ceiling directly applied or 2-2-0 o V.P R 0, OTHERS 2x4 DF No.1&B1r G WEBS 1 Row at midpt 2-18,4- - l ;.- 4-6' MiTek recommends that Stab' ... •,"r•-. 4,,, �:542 be installed during truss er-•eI r . .dance with S..dl I.. Installation guide. cc gig 7g2 P E 9t`' REACTIONS. (lb/size) 18=1580/Mechanical,11=1778/0-5-8 Max Horz 18=-237(LC 13) Max Uplift 18=-372(LC 12),11=390(LC 13) Max Gray 18=1581(LC 18),11=1778(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-Ali forces 250(lb)or less except when shown. 92 OREGON Ooh tz- TOP CHORD 1-18=-289/59,2-20=-3530/729,3-20=-3530/729,3-21=-3397/712,21-22=-3293/715, 17 --4Ry A6,2 A 6,`L �,Q 22-23=-3188/723,4-23=-3162/724,4-24=-2195/570,24-25=2064/578,5-25=-2032/586, 5-26=-2032/584,26-27=-2039/576,6-27=-2073/573,6-28=-2415/608,7-28=-2416/606, PA U I. �� 7-29=-2469/604,8-29=-2536/592,8-30=-398/510,30-31=-3991489,9-31=414/482, 9-32=-409/523,10-32=-415/517 BOT CHORD 18-33=-481/1854,17-33=481/1854,17-34=718/3586,16-34=-718/3586, EXPIRES: 12/31/2016 16-35=-537/2841,15-35=-537/2841,15-36=-537/2841,14-36=-537/2841, 13-14=402/2224,13-37=402/2224,37-38=402/2224,12-38=402/2224, 12-39=423/2265,11-39=423/2265,11-40=462/367,10-40=462/367 WEBS 2-18=-2342/600,2-17=-321/2117,3-17=-1160/283,3-16=-787/200,4-14=1311/396, 5-14=-24811233,6-14=-729/309,6-12=13/374,8-11=-2435/631,9-11=-3801254, 4-16=69/666 PAUL Apt, NOTES- p�WASN> ., 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=42psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS ,Sw X Wn,� (envelope)gable end zone and C-C Exterior(2)0-1-13 to 4-1-15,Interior(1)4-1-15 to 16-6-10,Exterior(2)16-6-10 to 20-6-12,Interior(1) ;:I fl 24-6-14 to 36-1-6 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber .44.; :..:,,l L 'Z DOL=1.60 plate grip DOL=1.60 ,iii7T1 .,. 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 `. r 3)Unbalanced snow loads have been considered for this design. ,q 4)Provide adequate drainage to prevent water ponding. ,1 , 51976 <ri 5)All plates are MT20 plates unless otherwise indicated. Ckt., GISZ'$Tu'' 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. S 7)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will `310/VAL gg fit between the bottom chord and any other members,with BCDL=10.Opsf. &Agiea ra nn reec]duction of 20%has been applied for the green lumber members. February 18,2016 P9 1 1 MIM. AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED NITER REFERENCE PAGE MII-7473 mc.10/03/2015 BEFORE USE. mir Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for on individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mitek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the r1r, n fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Qualify Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information-available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741106 ,., 91600175 F08 Roof Special Girder 2 2 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc.Thu Feb 18 12:37:27 2016 Page 2 ID:PkD_XJGOgL_6giCg1 SXZKzsw50-MVii?668frSbna4G?4 WmUGGDpShN018n7aEXk7zjuE6 NOTES- 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10)A plate rating reduction of 20%has been applied for the green lumber members. 11)Refer to girder(s)for truss to truss connections. 12)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except()t=lb)20=1015,11=1114. 13)This truss has been designed for a moving concentrated load of 250.Olb live and 17.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 14)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 15)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16)Use Simpson Strong-Tie LUS24(4-10d Girder,2-10d Truss,Single Ply Girder)or equivalent at 0-11-4 from the left end to connect truss(es)to back face of bottom chord. 17)Use Simpson Strong-Tie HUS26(14-10d Girder,4-10d Truss)or equivalent at 2-11-4 from the left end to connect truss(es)to back face of bottom chord. 18)Fill all nail holes where hanger is in contact with lumber. 19)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)3451 lb down and 708 lb up at 33-7-9,765 lb down and 157 lb up at 35-6-12,and 335 lb down and 111 lb up at 37-6-12,and 7 lb down and 128 lb up at 37-6-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(p8) Vert:1-3=-64,3-5=-64,5-9=-64,9-10=-64,11-20=-20 Concentrated Loads(Ib) Vert:19=-1739(B)7=-3401(B)34=-715(B)36=245(F=27)37=-208(B) ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M&7473 rev.10/03/2015 BEFORE USE. 1 Design valid for use only with Mdekr connectors.This design is based only upon parameters shown,and is for an individual building component,not o truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` always is required for stability and to prevent collapse with possible personal injury and properly damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/1.11 Quality Criteria,088-89 and SCSI Budding Component 250 Klug Circle Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741106 81600175 F08 Roof Special Girder 2 2 Job Reference(optional) , Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:37:27 2016 Page 1 ID:PkD_XJGOgL_6gjCg1 SXZKzsw50-MViI?668frSbna4G?4 WmUGGDpShN018n7aEXk7zjuE6 1 2-11-4 1 8-3-14 1 14-0-15 1 20-6-12 1 27-0-9 1 33-7-9 1 36-1-12 1 38-1-8 1 2-11-4 5-4-10 5-9-1 6-5-13 6-5-12 6-7-0 2-6-3 1-11-12 5x6 = Scale=1:69.4 5.00 12 5 6 28 \ 3x4% 30 3x4 C 4 27 \� g Special 26 \\ 31 Special 4x8= 2x4 1 6x8�25 \32 Special 3x4 = 2x4 II 1 2 3x6 7x14 MT18H= • . w 7 33 -lam 1 owl\ 22 - 8 w iiri .01 2,,,t_____/' \ ICj'ST,�9 34 _ \\\\\ �j 3x4= 4x6 _ ' '44:36 o e DI 20 37 38 19 39 18 40 17 41 4216 15 43 44 t4 45 46 13 47 12 48 11 3x6 II 5x8= 2x4 I 4x4= 4x8 4x8= 4x4= 4x6= 2x4 I 15x8= LUS24 HUS26 1 2-11-4 1 8-3-14 14-0-15 I 20-6-12 27-0-9 1 33-7-9 1 36-1-12 1 38-1-8 1 2-11-4 5-4-10 5-9-1 6-5-13 6-5-12 6-7-0 2-6-3 1-11-12 Plate Offsets(X,Y)- [1:0-2-4,0-1-8113:0-5-8,0-3-41,[6:0-1-8,0-1-8),[11:0-3-8,0-2-121,[19:0-2-12,0-4-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL- in (toc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.50 Vert(LL) -0.22 17 >999 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.77 Vert(TL) -0.43 15-17 >999 180 MT18H 220/195 TCDL 7.0 Rep Stress Incr NO WB 0.68 Horz(TL) 0.15 11 n/a n/a BCLL 0.0 Code 1BC2012/TP12007 (Matrix) Weight:491 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.18Btr G TOP CHORD Structural wood sheathing directly applied or 4-0-10 oc purlins, except BOT CHORD 2x6 DF No.2 end verticals,and 2-0-0 oc purlins(6-0-0 max - •-10. WEBS 2x4 DF Std G*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0.- . .ept gPR QF W2:2x4 DF No.1&Btr G,W11,W9:2x6 DF No.2 -‹N•• U FS's REACTIONS. (lb/size) 20=3843/Mechanical,11=5643/0-5-8 r.~� . .„, �� /�.0. Max Horz 20=-161(LC 11) "Y- Max 9 Max Uplift20=1015(LC 10),11=-1114(LC 11) 89782PE Max Grav20=4126(LC 31),11=6295(LC 31) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-20=-3950/940,1-23=-3633/852,2-23=-3633/852,2-24=-3633/852,3-24=-3634/852, v (0� 3-25=-6032/1041,25-26=-5926/1044,4-26=-5836/1053,4-27=4606/766, 9 OREGON o 27-28=4586/777,5-28=4438/785,5-29=4423/807,29-30=-4438/801,6-30=-4607/790, 6-31=-6291/1076,31-32=-6420/1064,7-32=-6544/1062,7-33=9479/1701, 1,5 -1R\ -15 2,�� 8-33=-9540/1697,8-34=-9809/1727,9-34=-10083/1771,10-11=-404/108 '} PA U ,'{t,4 BOT CHORD 19-39=-1391/6986,18-39=-1391/6986,18-40=-1395/6984,17-40=1395/6984, 17-41=-986/5510,41-42=986/5510,16-42=986/5510,15-16=-986/5510, 15-43=-881/5927,43-44=-881/5927,14-44=-881/5927,14-45=1588/9066, 45-46=1588/9066,1346=-1588/9066,13-47=-1164/6562,12-47=-1164/6562, EXPIRES: 12/31/2016 12-48=1159/6538,11-48=-1159/6538 WEBS 1-19=-1255/5352,2-19=-606/205,3-19=-3841/545,3-18=0/347,3-17=-1779/462, 4-17=-142/965,4-15=-1840/500,5-15=472/2848,6-15=2383/573,6-14=213/1493, 14-22=-3522/775,7-22=-3541/782,13-21=-1539/348,7-21=-1539/348,9-13=-518/3071, 9-12=-263/150,9-11=-872311546,8-21=-325/57 pAUL 44. NOTES- d WASit>,C4 . 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: SS" WW Top chords connected as follows:2x4-2 rows staggered at 0-2-0 oc. Q' _?<� �Q Bottom chords connected as follows:2x6-2 rows staggered at 0-5-0 oc. 'J; . , Webs connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. i7 i 2)All toads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply , connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. / r 3)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111 mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS A-0 51976 9 it (envelope)gable end zone;cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2.4'4, OISTB1 ' 4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1S+ G 5)Unbalanced snow loads have been considered for this design. s'ONAL' 6)Provide adequate drainage to prevent water ponding_ 7)All plates are MT20 plates unless otherwise indicated. Continued on page 2 February 18,2016 I l ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MB-7473 rev.10/032015 BEFORE USE. Design valid for use only with MlIek®connectors.This design is based only upon parameters shown,and is for an individual balding component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and properly damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,D38-89 and SCSI Badding Component 250 Klug Circle Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741105 ,., B1600175 F07 Roof Special 6 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:37:23 2016 Page 1 ID:PkD_XjGogL_6gjCg1SXZKzsw5O-TkTn913ebcyAlynVmERgKQ5P?gHF4ARBCyGJbMzjuEA I 5-10-4 11-8-8 I 17-6-12 I 24-8-0 I 30-6-0 5-10-4 5-10-4 5-10-4 7-1-4 5-10-0 4x8 = Scale=1:55.0 4 lai 17 18 500 12 \\''''',-._.''.7.1--___...„.,_ .19 3x4 j 3 1 \' 20 2x4 II V. 15 4x4 i \\ 15x12 MT18H � .. 2 / \\\ 6 A ' 14 !III VIII — — `.., v _ I- 2x4 I /ii i I� _ / �' N �_ --- I 6X8= 26 2x4 N i 22 12 23 11 24 25 13 10 9 3x6 = 3x4 = 5x12 MT18H= 3x10 = 2x4 I I I 8-2-11 I 17-6-12 24-8-0 I 30-6-0 I 8-2-11 9-4-1 7-1-4 5-10-0 Plate Offsets(X Y)— j4:0-2-8,0-1-4],[8:0-2-4,0-2-81[10:0-2-8,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL- in (loc) Udefl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 1.00 Vert(LL) -0.41 10-12 >879 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.97 Vert(TL) -0.75 10-12 >486 180 MT18H 220/195 TCDL 7.0 Rep Stress Incr YES WB 0.85 Horz(TL) 0.07 7 n/a Na BCDL 10.0 Code IBC2012/TP12007 (Matrix) Weight:171 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 OF No.1&Btr G TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 OF No.1&Btr G"Except" BOT CHORD Rigid ceiling directly applied or 2-2-0 oc brad t. B3:2x4 DF Std G WEBS 1 Row at midpt 3-10,2-13 PR WEBS 2x4 DF Std G MiTek recommends that Stabil �. - I •. . be installed during truss ere« .rl,�tiU.•«, :�-•.,•,i6..i - t Installation guide. C? REACTIONS. (lb/size) 7=1269/Mechanical,13=1269/0-5-8 89782PE Max Horz 13=190(LC 12) 11 Max Uplift7=-256(LC 13),13=-292(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-Alt forces 250(lb)or less except when shown. TOP CHORD 2-15=1981/473,3-15=-1850/490,3-16=-1343/401,16-17=-1274/408,4-17=-1256/416, t. Vj 4-18=-2053/677,18-19=-2059/670,19-20=-2070/668,5-20=2179/659,5-21=1991/548, -9 OREGON . 6-21=2106/535,1-13=-3001109,6-7=-1210/355 117 Al GJ 4/0 €2,4z) Q' BOT CHORD 13-22=-583/1819,12-22=-583/1819,12-23=435/1603,11-23=435/1603, RY ��� 11-24=-435/1603,10-24=435/1603,8-9=0/317,5-8=-628/351 pA UL WEBS 3-12=50/458,3-10=-697/323,4-10=-62/385,8-10=-208/1181,4-8=-379/1128, 2-13=-2104/455,6-8=-457/1930 NOTES- EXPIRES: 12/31/2016 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)0-1-13 to 3-2-6,Interior(1)3-2-6 to 14-6-2,Exterior(2)14-6-2 to 17-6-12,Interior(1) 20-7-6 to 27-3-10 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 i j 3)Unbalanced snow loads have been considered for this design. PA ii: ,e, All plates are MT20 plates unless otherwise indicated. "ov WASlt>, 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. SwG 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ,7,C ".'t �p • fit between the bottom chord and any other members,with BCDL=10.Opsf. / ' * • 7)A plate rating reduction of 20%has been applied for the green lumber members. 8)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)7=256, Y0 j 976Lk- 13=292. C,/ 10)This truss has been designed for a moving concentrated load of 250.Olb live and 17.Olb dead located at all mid panels and at all panel Crt� "GjSTSTu'" �5� points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. ss7 11)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. ONALO February 18,2016 r t .. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED bffTEK REFERENCE PAGE 101-7473 rev.10/03R015 BEFORE USE. , Design valid for use only with Mitek connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckkng of individual truss web and/or chord members only.Additional temporary and permanent bracing Mitek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the ��r n fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPil Quardy Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741104 91600175 F06 California 2 1 Job Reference(optional) Pro-build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:37:22 2016 Page 2 ID:PkD_XJGOgL_egjCg1SXZKzswSO-?YVPyP20gJgJgoCIDXwbnDZGgR_ALmX2_lXm3wzjuEB NOTES- 8)A plate rating reduction of 20%has been applied for the green lumber members. 9)Refer to girder(s)for truss to truss connections. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)16=243,23=339. 11)This truss has been designed for a moving concentrated load of 250.01b live and 17.01b dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 12)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 13)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. a � ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 1061-7473 rev.10103/2015 BEFORE USE. mil Design valid for use only with MiTekd9 connectors.This design is based only upon parameters shown,and is for on individual budding component,not a truss system.Before use,the budding designer must verify the applicability of design parameters and property incorporate this design into the overall budding design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing i1Ai J k` is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP11 Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741104 ,.,- B1600175 FO6 California 2 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:37:22 2016 Page 1 ID:PkD_XJGOgL_6gjCg1SXZKzsw5O-?VvPyP20gJgJgoClDXwbnDZGgR_ALmX2_fXm3wzjuEB 17-10-15 21-4-9 2-2-12 6-6-12 10-10-12 15-5-15 17-8-15 19-6-12 21-2-93 237-9 26-8-0 32-6-0 1 2-2-1z I 4-4-0 I 4-4-0 4-7-3 2-3o 0 i0 1-7-13 11 z-3.o 3-0-7 I 5-10-0 1-7-13 0-2-0 Scale=1:60.6 2x4 II 2x4 I 4x6%31 6 8 11 12 38 4x12- 3x4= y 30 5.4. -.11111111° I RI� 5.00 12 I1V 40 II3x435 36 37 13 \4-� 41 5x12 MT18H=3x3 \\ \\ \ \��o 15 / th / �i7-7 8x8 = 51 3x6 1s7v 44 - 19 45 22 46 21 47 48 49 5023 20 18 3x4= 3x6= 3x4= 4x8= 3x8- 4x12 - 2x4 11 1 2-0-02-2-I2 8-8-12 15-5-15 23-7-9 26-8-0 32-6-0 I 2-0-00-2-2 6-6-0 6-9-3 8-1-10 3-0-7 5-10-0 Plate Offsets(X.Y)- (3:0-3-12,0-1-81[13:0-2-12,0-2-0],[15:0-3-9,Edge],[17:0-2-8,0-3-0],[19:0-1-12,0-2-0],[23:0-2-8,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.84 Vert(LL) -0.24 19-20 >999 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.77 Vert(TL) -0.50 19-20 >720 180 MT18H 220/195 TCDL 7.0 Rep Stress Incr YES WB 0.77 Horz(TL) 0.09 16 n/a n/a BOLL 0.0* Code IBC2012/TPI2007 (Matrix) Weight:193 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G`Except` end verticals,and 2-0-0 oc purlins(4-4-5 max)- 13. 03:2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 6-0-0 o tr.p R eF WEBS 2x4 DF Std G*Except* WEBS 1 Row at midpt 3-23 '� t7 FS W10,W11:2x4 DF No.1&Btr G MiTek recommends that Stab'.<rj�.. •.',-. .".o., II,,,t y be installed during truss ere,I)l,. ..dance with S..Ili ; -0.- Installation Installation guide. 89782 P E Sir REACTIONS. (lb/size) 16=1281/Mechanical,23=1476/0-5-8 Max Horz 23=218(LC 12) Max Upliftl6=-243(LC 13),23=-339(LC 12) Max Gray 16=1860(LC 30),23=2090(LC 30) FORCES. (Ib)-Max.CompiMax.Ten.-All forces 250(Ib)or less except when shown. -92 OR EGQN , Q` TOP CHORD 1-24=-252/590,2-24=-245/597,2-25=-251/560,25-26=-240/563,3-26=238/578, f7 &xi Gy �' Q` 3-27=-2 552,27 558,4 559, 5-30=-224600,5-32$-2157/664,7-32=2157/664,7 339 2157 664,33-34=2157/664,-2415/593, �� P/,�U L �s4• � 9-34=-2157/664,9-35=-1757/588,35-36=-1757/588,10-36=1757/588,10-37=-1754/587, 13-37=1754/587,13-39=-2950/792,39-40=2981/785,14-40=3011/783, 14-41=-2904/702,41-42=-2918/693,42-43=2937/691,15-43=3018/688, EXPI RES: 12/31/2016 15-16=1802/448 DOT CHORD 1-44=-531/220,23-44=-531/220,23-45=523/2489,22-45=523/2489,22-46=-499/2516, 21-46=-499/2516,20-21=-499/2516,20-47=-487/2061,4748=-487/2061, 48-49=-487/2061,19-49=-487/2061,17-18=-85/264,14-17=-604/252 WEBS 2-23=433/192,3-23=-2813/615,4-22=-27/292,4-20=-495/194,5-20=42/381, 9-20=-190/273,9-19=-567/229,13-19=-579/143,17-19=-436/2106,13-17=-410/1736, pAUj 15-17=596/2741 las Ag WASifik. `eq NOTES- C 14 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS "`�.'� p • (envelope)gable end zone and C-C Exterior(2}0-0-0 to 3-3-0,Interior(1)3-3-0 to 13-3-13,Exterior(2)13-3-13 to 25-9-11,Interior(1) 25-9-11 to 29-1-4 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber J : DOL=1.60 plate grip DOL=1.60 -`` r rd 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 • 4 3)Unbalanced snow loads have been considered for this design- -0.,., 51976 w 4)Provide adequate drainage to prevent water ponding. -GZSTSR�.e 5)All plates are MT20 plates unless otherwise indicated. S G 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. S4ONALD'- 7)* � 7)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will Continuedsbeten on thebe the bottom chord and any other members,with BCDL=10.0psf- February 18,2016 t AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MTTEX REFERENCE PAGE 2011-7473 raw.10,0312045 BEFORE USE, 1 Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and is for on individual budding component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall }' building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mire is always required For stability and to prevent collapse with possible personal injury and properly damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/IP11 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available From Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741103 81600175 F05 Califomia 2 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 16 12:37:20 2016 Page 2 ID:PkD_XJGOgL_6gjCg1 SXZKzsw50-39nfXj0lJhabRV2w56u7ioTwcdl WtoVIW_2f_1 zjuED NOTES- 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)10=365,17=446. 11)This truss has been designed for a moving concentrated load of 250.0lb live and 17.01b dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 12)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 13)Graphical pudin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 14)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)450 lb down and 266 lb up at 18-0-12,and 233 lb down and 193 lb up at 19-6-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-5=-64,5-7=-64,7-9=-64,1-12=20,10-11=-20 Concentrated Loads(Ib) Vert:6=163 25=-380 _ MO ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE AOI-7473 rev.10/03/2015 BEFORE USE. Design valid tor use only with Mitek®connectors.This design is based only upon parameters shown,and is for an individual budding component,not . a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design.Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing Mit®k° is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP11 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741103 n, B1600175 F05 California 2 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:37:19 2016 Page 1 ID:PkD_XJGOgL_6gjC91 SXZKzswSO-bzDGKN07YOSkpLT]XONu9axIsDyH8LFcHKI6SbzjuEE 1 2-2-12 1 6-6-12 1 10-10-12 15-5-15 15-p0t15 19-6-12 1 23-2-9 71-719 26-8-0 1 32-6-0 I 2-2-12 ' 4-4-0 4-4-0 4-7-3 0-5-0 3-7-13 3-7-13 0-5-b 3-0-7 5-10-0 Scale=1:59.6 5x12 MT18H 3x4= 5x12 MT18H 5 25 26 -� r 28 2x4 II [ �: 5.00 12 23 � •• �\�� 3x4% 6 4 29 �� _ \ \ \ 30 %21 22________-- 3x8 ` \ \ \\\\\,15x12 MT18H= 3 \ m / --_ T7 2x4 19 20 -- .:_ 2 \ 1-1 1 11� !� 8x12 = 39 3x6 I 32 17 33 16 34 15 14 35 36 37 13 38 12 3x4 = 3x8= 3x4= 4x8— 3x8= 4x12 = 2x4 II 1 2-0-0 2-312 8-8-12 15-5-15 I 23-7-9 I 26-8-0 1 _32-6-0 I 2-0-0 0-2-12 6-6-0 6-9-3 8-1-10 3-0-7 5-10-0 Plate Offsets(XX)— [3:0-3-8,0-1-8],[5:0-3-10.0-2-8],[7:0-3-8,0-2-8].[9:0-3-9,Edge],[11:0-3-8,0-3-8],[13:0-2-12.0-1-121,[17:0-3-9.0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.88 Vert(LL) -0.24 13-14 >999 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.78 Vert(TL) -0.52 13-14 >700 180 MT18H 220/195 TCDL 7.0 Rep Stress Incr YES WB 0.99 Horz(TL) 0.10 10 a/a n/a BCLL 0.0' Code IBC2012/TPI2007 (Matrix) Weight:185 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G*Except` end verticals,and 2-0-0 oc purlins(3-3-1 max - - B3:2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 6-0-0 0 ;ye.p R WEBS 2x4 DF Std G*Except* WEBS 1 Row at midpt 3-17 �Q� �FFs W10:2x4 DF No.1&Btr G MiTek recommends that Stab'. .. 7 ,.: be installed during truss ere,lel r . ..dance with S g'.ili .1, Installation guide. "S' REACTIONS. (lb/size) 10=1552/Mechanical,17=1709/0-5-8 V " • 111111 Max Horz 17=196(LC 12) Max Uplift10=-365(LC 13),17=-446(LC 12) Max Gray 10=1958(LC 30),17=2317(LC 30) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. -;.'.1, 9 OREGON q� TOP CHORD 1-18=-255/587,2-18=-249/593,2-19=-256/555,19-20=-244/558,3-20=242/574, 7� ��4RY 15 �� 23=-2542/749, 5-24=-2362/731,24-25=-2362/731,25-26=-2362/731,6-26=2362/731,6-27 879/623, �� PA(-AUL v.` 7-27=1878/624,7-28=3151/972,8-28=-3212/964,8-29=-3057/862,29-30=-3095/854, 30-31=-3109/853,9-31=-3209/851,9-10=1900/532 BOT CHORD 1-32=-527/224,17-32=-527/224,17-33=-666/2629,16-33=-666/2629,16-34=647/2729, EXPIRES: 12/31/2016 15-34=647/2729,14-15=-647/2729,14-35=624/2366,35-36=624/2366, 36-37=624/2366,13-37=-624/2366,11-12=-85/264,8-11=635/277 WEBS 2-17=-502/199,3-17=-3082/738,4-16=86/278,4-14=-500/230,5-14=-91/520, 6-14=270/291,6-13=-936/360,7-13=-368/158,11-13=-538/2248,7-11=-521/1839, 9-11=745/2919 NOTES- PAUL At._ 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS O-f WASNs, (envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-3-0,Interior(1)3-3-0 to 10-10-12,Exterior(2)10-10-12 to 28-2-11,Interior(1) C 28-2-11 to 29-1-4 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber , / �';. J • DOL=1.60 plate grip DOL=1.60 ,`. �` 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 to. / 3)Unbalanced snow loads have been considered for this design. r 4)Provide adequate drainage to prevent water ponding. ,,y l 44", 5)All plates are MT20 plates unless otherwise indicated. 51976,0, 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. -6btSTER . 7) has been worn and for any live load of 20.O with BCDL�tt O.chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will s`IQNALp' � fit between the 8)A plate rating reduction of 20%has been applied for the green lumber members. COnbnued oWrpdaep�for truss to truss connections. February 18,2016 1 0... ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1-7473 rev.10A3/2015 BEFORE USE. Design valid for use only with MTeke connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek. is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the MiTek. fabrication,storage,delivery,erection and bracing of trusses and truss systems.see ANSI/TP11 Quality Criteria,DSB-89 and BCSt Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 a Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741102 61600175 F04 California 2 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:37:18 2016 Page 2 ID:PkD_XjGOgL_6gjCg1 SXZKzsw50-7nfu61?Vn4KtCBuX_hrfdNObepdEPyW S3gZYw9zjuEF NOTES- 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall try 2-0-0 wide will fit between the bottom chord and any other members. 9)A plate rating reduction of 20%has been applied for the green lumber members. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)21=354,15=354. 11)This truss has been designed for a moving concentrated load of 250.OIb live and 17.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 12)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 13)Graphical purtin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 0 I AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MN-T473 me.18/032015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for on individual building component,not ° o truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M ek° is always required for stability and to prevent collapse with possible personal injury and properly damage.For general guidance regarding the n fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/1911 Qualify Criteria,058-89 and SCSI Building Component 250 Klug Circle Safely Informolton available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 IL Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741102 !t.,- B1600175 F04 California 2 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:37:17 2016 Page 1 ID:P kD_XJGOgL_6gjCg1 SXZKzsw5O-ea5 Wvh_t0mC0a 1 JLQzKQ49rQuQ H?gV GJg0p7OjzjuE G i 2-2-12 9-5-15 I 13-10-15 i 16-2-9 I 22-10-15 1 25-2-9 29-7-9 36-10-12 3s-1A 2-2-12 7-3-3 4-5-0 2-3-10 667 2-3310 4-SD 7-3-3 2-2-12 Scale=1:69.0 4 6 10 11 5.00 112 5x8 27 3x8= E\ 39 5x6 26 3` Ea 5 60-7 60- r� 8:.E1 \�� 40 25 // 28 29 30 31 32 331' • 38 12 \� 41 4x6"---t ____2_5_,,,,,, - / / \\� \�� } 2 23 � 42 4x6 N \\�� 13 1 22 ..��___---____T______________ \� ----_- \� 14 s a \,,6y 1 8 \�.. ----- -.- cv Iv 45 21 46 20 47 19 18 48 17 49 16 50 15 51 d 3x6= 4x6- 4x8- 5812 MT18H= 4x12- 3x6 = I 2-0-0 2- 2 95-15 16-2-9 I 22-10-15 I 29-7-9 36-10-12. 371}-8391-8 I 2-0-0 4 12 733 6-9-9 6-8-7 6-8-9 7-3-3 _ 0-2-12 2-40 Plate Offsets(KY)- 12:0-2-12,0-1-121[3:0-4-0,0-1-4],[8:0-1-15,0-1-8],[13:0-2-12,0-1-121,]15:0-2-4,0-1-01[16:0-3-8,0-1-12],[19:0-2-12,0-1-12],[20:0-2-4.0-1-121[21:0-2-4,0-1-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (toc) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.78 Vert(LL) -0.26 17-19 >999 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.77 Vert(TL) -0.59 17-19 >704 180 MT18H 220/195 TCDL 7.0 Rep Stress tncr YES WB 0.70 Horz(TL) 0.11 15 n/a n/a BCLL 0.0* Code IBC2012/TPI2007 (Matrix) Weight:199 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-11-1 oc purlins,except BOT CHORD 2x4 DF No-1&Btr G 2-0-0 oc purlins(2-7-6 max.):3-12. Except: WEBS 2x4 DF Std G*Except* 1 Row at midpt 3-5 ,c..1Ok- s W2:2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 6 11 :t • PR F• 6, OTHERS 2x4 DF Std G WEBS 1 Row at midpt 8-16 C., Q]N� ,p / MiTek recommends that S.. r- ,ndcrequired crossbfac 11.- be installed during truss er v.,. acc1Ltitize 17 Installation guide. REACTIONS. (Ib/size) 21=1674/0-5-8,15=1674/0-5-8 Max Holz 21=113(LC 12) Max Uplift21=-354(LC 8),15=-354(LC 9) Max Gray 21=2112(LC 30),15=2112(LC 30) • X40 y OREGON FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. -7,,, A 6•�' QT TOP CHORD 1-22=-328/551,2-22=-317/557,2-23=-2920/676,23-24=-2884/677,24-25=-2769/685, 1 25-26=-2767/685,3-26=-2647/697,3-28=-3599/1096,5-28=3599/1096,5-29=-3599/1096, !QA UL ��V 7-29=3599/1096,7-30=-3599/1096,30-31=-359911096,31-32=-3599/1096, 32-33=-3599/1096,33-34=-3599/1096,34-35=-3599/1096,35-36=3599/1096, 8-36=3599/1096,8-37=2565/786,9-37=-25651786,9-38=2565/786,12-38=2565/786, EXPIRES: 12/31/2016 1240=2647/696,40-41=-2767/685,41-42=-2769/684,42-43=2884/676, 1343=-2920/675,13-44=-316/558,14-44=-327/551 BOT CHORD 1-45=492/295,2145=492/295,21-46=492/295,20-46=-492/295,20-47=-53612580, 19-47=-536/2580,18-19=-841/3599,18-48=841/3599,17-48=-841/3599, 17-49=-841/3599,16-49=-841/3599,16-50=493/294,15-50=-493/294,15-51=-493/294, 14-51=-493/294jJ WEBS 2-21=-1988/602,2-20=-604/2330,3-19=-352/1595,7-19=-680/258,8-19=-278/279, pA L �� 8-17=0/398,8-16=-1622/361,12-184-30/674,13-16=-603/2331,13-15=-1988/601, Ig WAStr>, 4-5=-272161 i:r w,10 0 - NOTES- t. `1, • 1)Wind:ASCE 7-10;VuIt=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=60psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS / (envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-10-15,Interior(1)3-10-15 to 8-4-9,Exterior(2)8-4-9 to 13-10-15,Interior(1) -�. r 19-2-1 to 19-11-7,Exterior(2)25-2-9 to 39-1-8 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for ,4 reactions 51976 •cr,i 2)TCLL:ASCE shown; 110;Pf=25.0 psf(flat Oplate roofnow);C t gory II;Exp B;Fully Exp.;Ct=1 ��„�+ �.6 IS19 3)Unbalanced snow loads have been considered for this design. �S 4)Provide adequate drainage to prevent water ponding. SI0NAL � 5)All plates are MT20 plates unless otherwise indicated. 6)All plates are 2x42 MT20 unless otherwise indicated. ntin a on page February 18,2016 00..00 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M167473 rev.10/73/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MIR** is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the nr a IRC fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPii Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Nate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Corona,CA 92880 S Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741149 91600175 JC06 Jack-Open 2 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:38:41 2016 Page 1 ID:PkD_XjGOgL_6gjCg,SXZKzsw50-BIAGXQ?ZEan5fxkULdr7UtKp7H_HMexg85ARKrzjuCy I 8-0-0 I __ 17-1015 I 8-0-0 9-10-15 6 Scale=1:44.8 5 on 15 j --I--- 14a 5.00 12 14 13 _..----- /---- 4 � / 4 _,,....--___,-- 12 m o r, co 11 2x2 II 1� ___9______.---________H-- - 16 ill 17 8 7 2x4 = 4 1 1 2-0-0 2- X12 8-0-0 —I 2-0-0 0-2-12 5-9-4 LOADING(Psi) SPACING- 2-0-0 CSL DEFL. in (lac) 1/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.69 Vert(LL) -0.14 7-8 >488 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.60 Vert(TL) -0.22 7-8 >307 180 TCDL 7.0 Rep Stress Incr YES WB 0.07 Horz(TL) -0.14 3 n/a n/a BCLL 0.0* Code IBC20121TP12007 BCDL 10.0 (Matrix) Weight:39 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Std G MiTek recommends that Stabilizers and =•. .., +racing be installed during truss erection,i��4...•jc i,1.:S-r Installation guide- REACTIONS. All bearings 0-1-8 except(jt=length)7=Mechanical,8=0-5-8,3=0-3-2_ �Gj �cNt"INEk-- /p (lb)- Max Horz 8=331(LC 12) Max Uplift All uplift 100 lb or less at joint(s)7,8 except 3=-176(LC 12),4=165(LC 12),5=-211(LC 12) 89782P E -57� Max Gray All reactions 250 lb or less at joint(s)except 7=315(LC 38),8=558(LC 30),3=316(LC 32),4=319(LC 33), 5=508(LC 19) FORCES. (Ib)-Max-Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-9=379/141,2-9=-374/150,2-10=-283/81,10-11=274/93,3-11=-273/105 v (4) BOT CHORD 1-16=136/368,8-16=136/368 4. 9 OREGON p',- WEBS 2-8=372/230 1;9,qRy 1 , !!r' NOTES- T I I° Ql�`V ''Wind: ASCE 7-10;Vutt=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS AUL (envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 13-8-0,Exterior(2)13-8-0 to 17-10-15 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 EXPIRES: 12/31/2016 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 19.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide wilt U fit between the bottom chord and any other members. PA v� 7)A plate rating reduction of 20%has been applied for the green lumber members. '' of WASH 8)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4,5. f -�-� � 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)7,8 except(jt=lb) _:`_ �2 3=176,4=165,5=211. l -/ , 11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4,5. 12)This truss has been designed for a moving concentrated toad of 250.01b live and 17.0lb dead located at all mid panels and at all panel ,.d ' ',r points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 51976 '4J 13)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. Q� .gOiSTE. ,c''' t5S:o.. *".10NAL 6 February 18,2016 I f AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.ION3/2015 BEFORE USE, Design valid for use only with Mitek®connectors.This designs based only upon parameters shown,and is for on individual budding component,not + a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mak' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the r+ I R. fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP11 Quality Criteria,058-89 and BCSI Boliding Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741148 A- B1600175 JC05 Jack-Open 2 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:38:40 2016 Page 1 ID:PkD_XjGOgL_6gjCg1 SXZKzsw5O-jYcuK4_xTHfF1 o9lnvKuygnebtf2dBdXwRQunPzjuCz 8-0-0 I 15-10-15 1 8-0-0 7-10-15 Scale=1:40.2 5 IN Id 13 5.00 12 1� 11 3 1 10 / _ 2x4 119 %� 2 8 ..,,,,1a------ 1 .,,,,1a/ 1 2x4=14 15 7 6 2x4 II 1 2-0-0 2-2-12 8-0-0 I 2-0-0 0-2-12 5-9-4 LOADING(ps{) SPACING- 2-0-0 CSI. DEFL. in (toc) I/deft Lid PLATES GRIP TCLL 25.0(Roof Snow 25 0) Plate Grip DOL 1.15 TC 0.68 Vert(LL) -0.14 6-7 >488 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.60 Vert(TL) -0.22 6-7 >307 180 BCLL 0.0' Rep Stress lncr YES WB 0.08 Horz(TL) -0.14 5 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix) Weight 36 lb FT=10 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No_1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Std G MiTek recommends that Stabilizers and.=-. []7�-- .racing be installed during truss erection,i - ..,t Oc \R j•.s.• -r Installation guide. REACTIONS. All bearings Mechanical except(jt=length)6=Mechanical,7=0-5-8,3=0-3-2,4=0-1-8. C, (5j N uc Ss/0 (Ib)- Max Horz 7=297(LC 12) 9 'V Max Uplift All uplift 100 lb or less at joint(s)6,7 except 5=-128(LC 12),3=173(LC 12),4=-171(LC 12) 89782PE Sl Max Gray All reactions 250 lb or less at joint(s)except 5=308(LC 34),6=315(LC 38),7=558(LC 30),3=316(LC 32), 4=345(LC 19) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-8=-333/152,2-8=-327/160 (...-- 10 N. BOT CHORD 1-14=-146/322,7-14=-146/322 -v OREGON ... WEBS 2-7=372/242 1,9 AIR 15 2 �Q' NOTES- �ir PAUL la\J 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=illmph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 11-7-4,Exterior(2)11-7-4 to 15-10-3 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 EXP j RES: 12/31/2016 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category 11;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. • 8)Refer to girder(s)for truss to truss connections. 04 WAS 9)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4. �C J ',G 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6,7 except(jt=lb) s C) 5=128,3=173,4=171. �`" " 11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4. '%., 12)This truss has been designed for a moving concentrated load of 250.0Ib live and 17.0lb dead located at all mid panels and at all panel g points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. "y 13)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. n1 .4 51976 9 , -GISTEW .,' �`310NAL V G February 18,2016 I IMMO A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. MN Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and is for on individual budding component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTok` is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the �s fabrication,storage,dereery,erection and bracing of trusses and truss systems,see ANSI/7141 Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safely Information available from Truss Plate Institute,218 N.lee Street,Suite 312,Alexandria,VA 22314. - Corona,CA 92880 r Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741147 B1600175 JC04 Jack-Open 1 1 Job Reference(optional) 4 Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:38:40 2016 Page 1 lD:Pk D_X,jGOgL_6gjCg 1 SXZKzsw5O-iYcuK4_xTHfF 1 o9I nvKuygnfgtf2dBaXwRQunPzjuCz I -- .I - I 8-0-0 5-10-15 5 Scale=1:35.6 k. 14 14 5.00112 4 73/�3 r7 m m „:„.10_„...„-::::::----- io 2x4 1�1/.j 8 /CJ / 1 wro 0 I d 2x4=15 16 72x4 II 6 2-0-0 2-2-12 8-0-0 i 2-0-0 0-2-12 5-9-4 LOADING(psf) SPACING- 2-0-0 CSL DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.60 Vert(LL) -0.14 6-7 >488 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.60 Vert(TL) -0.22 6-7 >307 180 TCDL 7.0 Rep Stress(ncr YES WB 0.08 Horz(TL) -0.14 5 n/a n/a BCLL 0.0* Code IBC2012/TPI2007 (Matrix) Weight:33 lb FT=10% BCDL 10.0 g LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins_ BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Std G MiTek recommends that Stabilizers and .-. -- .racing be installed during truss erection, tl i�- .,. c:j..r:--r Installation guide- REACTIONS. All bearings Mechanical except Qt=length)7=0-5-8,3=0-3-2,4=0-1-8. G., 19. �y(}1 NEF /O (ib)- Max Horz 7=260(LC 12) {G 9 1, Max Uplift All uplift 100 lb or less at joint(s)5,6,7 except 3=-171(LC 12),4=-126(LC 12) 89782 P E fit` Max Gray All reactions 250 lb or less at joint(s)except 5=294(LC 34),6=315(LC 38),7=558(LC 30),3=316(LC 32), 4=307(LC 33) FORCES. (ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-8=-302/133,2-8=-296/141 BOT CHORD 1-15=-128/291,7-15=128/291 v'Sy ©REC,QN0'&y WEBS 2-7=-372/250 �j9 CigAY 1 b 2 l,,�� NOTES- -AUL no �1`� 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 9-7-4,Exterior(2)9-7-4 to 13-10-3 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 EXPIRES: 12/31/2016 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. + 7)Refer to girder(s)for truss to truss connections. TAW, v4,, 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4. ' o WAS9>, 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5,6,7 except(jt=lb) •Wim, 3=171,4=126. ; / ?' • ;. {7 10)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4. j 1" 11)This truss has been designed for a moving concentrated load of 250.0Ib live and 17A1b dead located at all mid panels and at all panel • J'tliTi points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 1F 12)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. ,,,d %r •P 51976 <y ojSTSR ..0-"Y s61.1 SIoNAL V• February 18,2016 t � WARNING-Vdesign ®� erify g parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MIA7423 rev.10/03/2015 BEFORE USE. Design valid for use only with MTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not 1111 a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckdng of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal iryury and property damage.For general guidance regarding the MiTek` fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/911 Quality Catena,OSB-89 and SCSI Building Component 250 Klug Circle Safety information available from Truss Plate Institute,218 Fl.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741146 r, 81600175 JC03 Jack-Open 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:38:39 2016 Page 1 ID:PkD_XJG0gL_6gjCg1 SXZKzsw50-FM3W6kzJizXOQeb5DCofPSFU4TJpuki4NhnhLGyzjuD_ I 8-0-0 11-10-15 I 8-0-0 3-10-15 Scale=1:31.5 5 14 / Io 4 5.00 W t3 3 /// 11 12 / j/ rA M 10 // 7.A 2 / ; m 2x4 II g /� 2,_/ / 8 _ Y i U / C 2x4= 15 16 7 2x4 I I 6 1 2-0-0 2-02 8-0-0 I 2-0-0 0-2-12 5-9-4 LOADING(psf) SPACING- 2-0-0 CSL DEFL. in (Ioc) I/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.60 Vert(LL) -0.14 6-7 >488 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.60 Vert(TL) -0.22 6-7 >307 180 TCDL 7.0 Rep Stress Inch YES WB 0.08 Horz(TL) -0.14 5 n/a n/a BCLL 0.0* Code IBC2012/TPI2007 (Matrix) Weight:30 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. DOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 OF Std G MiTek recommends that Stabilizers and =•. T�T�-, •racing .;(d be installed during truss erection,i : OciPa n• .-r Installation guide. REACTIONS. All bearings Mechanical except(jt=length)7=0-5-8,3=0-32,4=0-1-8. ��� � ' Fhj ©� (Ib)- Max Horz 7=223(LC 12) Max Uplift All uplift 100 lb or less at joint(s)5,6,7,4 except 3=-168(LC 12) 89782 P E c"-- Max Gray All reactions 250 lb or less at joint(s)except 5=280(LC 34),6=315(LC 38),7=558(LC 30),3=316(LC 32), 4=293(LC 33) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown_ TOP CHORD 1-8=270/114,2-8=-265/123 y OREGON '*t" BOT CHORD 1-15=-109/260,7-15=-109/260 74/ 4 tj WEBS 2-7=-375/260 17,9,L pA U L ,-s4 NOTES_ 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111 mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS i (envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 7-7-4,Exterior(2)7-7-4 to 11-10-3 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 EXPIRES: 12/31/2016 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate at joints)4. • OF WAS 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5,6,7,4 except / wy C, (}t=1b)3=168. t7 10)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4. -c "'µ 11)This truss has been designed for a moving concentrated load of 250.0lb live and 17.0lb dead located at all mid panels and at all panel / :. points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. r,41 12)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. ,.,,i ,e? $I976 9 `: ssIONAL V1 4 6 February 18,2016 $ mitI ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/032015 BEFORE USE. Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TNt Quality Catena,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available hom Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type city Ply EPR Design-Memory Care K1741145 61600175 JCO2 Jack-Open 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:38:38 2016 Page 1 ID:PkD_X_IGOgL_egjCg1 SXZKzsw50-nAV8vOzhxfPXoUOvffHQsFiJK3za9HtES7xnkWzjuD? I — 8-0-0 1 9-10-15 I 8-0-0 1-10-15 4 Scale=1:26.9 _:12___.------jIo 3 5.00 12 11 0 9 10 6 2x4 II i 4 2 7 _--------------- 2x4 = 13 < 14 6 5 2x4 II _112 840 I 2-0-0 0--17 5-9-4 LOADING(psf) TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) Iidefl Lid PLATES GRIP (Roof Snow 25.0) Plate Grip DOL 1.15 TC 0.60 Vert(LL) -0.14 5-6 >488 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.60 Vert(TL) -0.22 5-6 >307 180 BCLL 0.0* Rep Stress MuYES WB 0.09 Horz(TL) -0.14 4 &a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix) Weight:27 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Std G MiTek recommends that Stabilizers and =-. ._ .racing beinstalled during truss erection,i ":•n•Ittt f Wl..r• --r Installation guide_ ti S' REACTIONS. All bearings Mechanical except(jt=length)6=0-5-8,3=0-3-2. C. fj)NE- '•r/O (lb)- Max Horz 6=185(LC 12) Fi Max Uplift All uplift 100 lb or less at joint(s)4,5,6 except 3=-160(LC 12) � 89 7$2 P E �� Max Gray All reactions 250 lb or less at joint(s)except 4=279(LC 32),5=315(LC 36),6=558(LC 29),3=314(LC 31) FORCES. (Ib)-Max_Comp./Max_Ten.-All forces 250(Ib)or less except when shown. WEBS 2-6=-388/292 NOTES- 17+OREGON ooh 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS ��7 &,tj G, 2 Q, (envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 5-7-4,Exterior(2)5-7-4 to 9-10-3 zone;cantilever left IYA-- RY ' `�� and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 PA UL ':l 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. EXPIRES: 12/31/2016 5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,5,6 except(jt=lb) 3=160. PAUL Air, 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. 10)This truss has been designed for a moving concentrated load of 250.0Ib live and 17.0lb dead located at all mid panels and at all panel .�GF WASk>, points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. �{{, 111.1. G> 11)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. Q sem. r;,4Fr ‘,,,0 �51976 .f9 O ' IST8O . ' ONAL February 18,2016 t AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M4-7473 lee.10/03/2015 BEFORE USE. mil Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual balding component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing �Y�11A IR ' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the MIRA' fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Qualify Criteria,028-89 and SCSI Budding Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 1 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741144 4+,, B1600175 JC01 Jack-Open 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:38:38 2016 Page 1 ID:PkD_X_IGOgL_6gjCg1 SXZKzsw50-nAV8vOzhxfPXoUOvfUHOsFiKu3zd9HgES7xnkWzjuD? 7-19-15 8-010 7-10-15 0-1-1 Scale=1:223 5.00 FE 10 9 v, 2x4 I I 7 2 / 6 1 ----- • j _ 10 2x4= 11 <` i 12 5 2x4 II 4 I 2-0-0 2.2-12 7-10-15 8-010 2-0-0 0-2-1 5-8-3 0-1-1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.56 Vert(LL) -0.14 4-5 >490 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.60 Vert(TL) -0.22 4-5 >311 180 TCDL 7.0 Rep Stress!nor YES WB 0.11 Horz(TL) -0.14 3 n/a n/a BCLL 0.0* Code IBC20121TP12007 (Matrix) Weight:24 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purtins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Std G MiTek recommends that Stabilizers and +racing be installed during truss erection,i�, .."1044;11:..S-r Installation guide. REACTIONS. (Ib/size) 3=150/Mechanical,4=50/Mechanical,5=461/0-5-8 ��NCo ��Gt Nk�R vii Max Hors 5=148(LC 12) -S, Max Uplift3=-114(LC 12),4=-6(LC 27),5=-90(LC 8) 89782 PE Max Gray 3=301(LC 29),4=315(LC 33),5=559(LC 27) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-5=-384/333 NOTES- ".-9jf_OREGON Ooh 14- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS 1,V--.4RY ..+r ,2!Q` (envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 3-7-4,Exterior(2)3-7-4 to 7-10-3 zone;cantilever left js \. and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 Pq Ut- 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category It;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. EXPIRES: 12/31/2016 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. 8)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,5 except(jt=l)) 5IP,UL RI 3=114. v 10)This truss has been designed for a moving concentrated load of 250.OIb live and 17.OIb dead located at all mid panels and at all panel OV points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads- `r{' wASA:,Q•?,, w. T 11)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. `�F°t ,. O • r ,-,.07r�r 51976 � zr -0'.4�O ISTE> 9 G. "` s`81©NALf`� February 18,2016 1 =MS ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mir-7473 rev.10/03/2015 BEFORE USE. R Design valid for use only with Mitek connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall budding design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TB')Quality Criteria,DSB-89 and BCSI Budding Component 250 Klug Circle Safety Information available from Truss Rate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. - Corona,CA 92880 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741143 91600175 105A Hip Girder 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:38:37 2016 Page 2 ID:PkD_XjGOgL_6gjCg1 SXZKzsw5O-Jzxmh2y2AMHgAKRj6nmBK19DLgbgQk64 DTCEC4zjuOO NOTES- 7)All plates are MT20 plates unless otherwise indicated. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10)A plate rating reduction of 20%has been applied for the green lumber members. 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)17=1731,9=1855. 12)This truss has been designed for a moving concentrated load of 250.01b live and 17.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 13)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 14)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 15)Use Simpson Strong-Tie MUS26(6-10d Girder,4-10d Truss)or equivalent spaced at 2-0-0 oc max.starting at 1-4-4 from the left end to 21-4-4 to connect truss(es)to front face of bottom chord. 16)Use Simpson Strong-Tie MUS26(6-1 Od Girder,4-10d Truss,Single Ply Girder)or equivalent at 23-4-4 from the left end to connect truss(es)to front face of bottom chord. 17)Fill all nail holes where hanger is in contact with lumber. 18)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)103 lb down and 62 lb up at 11-8-15,and 103 lb down and 62 lb up at 12-3-8 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase-1.15 Uniform Loads(plf) Vert 1-4=-64,4-5=-64,5-8=-64,9-17=-20 Concentrated Loads(lb) Vert:13=-1123(F)23=-54 24=-54 30=-1123(F)32=-1123(F)33=-1123(F)35=1123(F)36=-1123(F)38=-1123(F)40=-1123(F)41=-1123(F)43=-1123(F)44=-1123(F) 46=-1115(F) 1 � AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MI1-7473 rev.1043/2015 BEFORE USE. Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and is for on individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPU Quality Criteria,DS8-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 it Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741143 4k 81600175 105A I-lip Girder 1 3 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:38:37 2016 Page 1 ID:PkD_XJGOgL_6gjCg1SXZKzsw50-Jzxmh2y2AMHgAKRj6nmBK19DLgbgQk64DTCEC4zjuDO 12-6-13 3-10-4 1 7-8-8 11-0.11 1115-[i 1211g13 I6-4-0 i 20-2-0 24-0-8 i 3-10-4 3-10-4 3-4-3 0-5A t-1-2 15- 3-4-3 3-10-4 3-10-4 5x12 MT18H% 5x12 MT18H= Scale=1:46.0 4 ,23 24 5.00 12 22 �' fes.' 25 3x4 % \�\ 3x4 3 6 21 \ 26 3x4% 20 \\7 3x4 '':- .',..1_9_,,,.....--------- 9 i '\28 7 2 sr • •• 16_,,,,,,,..! ,5x12 MT18H '\ \ / \ 5x12 MT18H= n / ///i ullr \ \ / _ I I llfflIII�I IIIIIIWiIi il�Illiilil�III o-- Ill_III o. - Z17 30 31 32 t6 33 34 15 35 36 14 13 37 1238 39 40 11 41 42 43 10 44 45 46 9 3x6 II MUS26 5x10= MUS26 3x4= 5x6=3x8= 3x6= MUS26 3x4= MUS26 5s10 = 3x6 11 MUS26 MUS26 MUS26 MUS26 MUS26 MUS26 MUS26 MUS26 l 3-10-4 1 7-8-8 11-0-11 1 12-11-13 / 16-4-0 i 20-2-4 1 24-0-6 1 3-10-4 3-10-4 3-4-3 1-11-2 3-4-3 3-10-4 3-10-4 Plate Offsets(X,Y)- [1:Edge,0-2-6],[3:0-1-12,0-1-8],[4:0-3-8,0-2-8],[5:0-6-0,0-1-6],[6:0-1-8,0-1-8],[8:0-3-9,Edge],[10:0-3-4,0-3-0],[11:0-1-12,0-1-8],[15:0-1-12,0-1-8],[16:0-3-4 .0-3-0) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (toc) 1/defl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.29 Vert(LL) -0.13 11-12 >999 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.76 Vert(TL) -028 11-12 >999 180 MT18H 220/195 TCDL 7.0 BCLL 0.0* Rep Stress Incr NO WB 0.51 Horz(TL) 0.07 9 n/a r1/a BCDL 10.0 Code IBC2012/TP12007 (Matrix) Weight:485 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or.-t-f • •urlins, except BOT CHORD 2x6 DF No.2 end verticals,and 2-0-0 oc purlins(6-0. - " WEBS O� WEBS 2x4 DF Std G*Except* BOT CHORD Rigid ceiling directly applied or 10-• I.% . F W2:2x4 DF No.1&Btr G N. <c,„\GAVE, Wo REACTIONS. (lb/size) 17=7611/0-3-8,9=7954/0-3-8 Max Horz 17=86(LC 11) 1 .' 89782 P E T" Max Uplift 17=-1731(LC 10),9=1855(LC 11) Max Gray 17=8155(LC 28),9=8499(LC 28) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-18=11701/2482,2-18=-11637/2489,2-19=-11610/2494,19-20=-11551/2498, y OREGON oK. 20-21=-11544/2499,3-21=-11503/2505,3-22=-10020/2189,4-22=-9942/2193, 4-23=-9235/2059,23-24=-9235/2059,5-24=9235/2059,5-25=98282175, -7i9 �'�R y .1.16•L •• 6-25=-9906/2171,6-26=-114582528,26-27=-114992522,27-28=-115062522, ir PA UL t:;.\'' 7-28=-1156512517,7-29=-11565/2527,8-29=-116292520,1-17=733411574, 8-9=-7290/1597 BOT CHORD 16-33=-2347/10745,33-34=2347/10745,34-35=-2347/10745,15-35=2347/10745, 15-36=2288/10663,14-36=2288/10663,13-14=2288/10663,13-37=1911/9137, EXPIRES: 12/31/2016 12-37=1911/9137,12-38=-2224/10621,38-39=-2224/10621,39-40=-2224/10621, 11-40=-2224/10621,11-41=-2296/10679,41-42=2296/10679,42-43=2296/10679, 10-43=-2296/10679 WEBS 2-16=-324/169,3-15=-4452165,3-13=-2109/510,4-13=683/3165,5-13=110/433, 5-12=-664/2831,6-12=-2212/571,6-11=-5072259,7-10=-350/158,1-16=2329/11069, 8-10=2365/11001 NOTES- ibv WAS 1)3-ply truss to be connected together with 10d(0.131"x3")nails as follows: 14�r� Top chords connected as follows:2x4-1 row at 0-7-0 oc. ': r .', ° Bottom chords connected as follows:2x6-2 rows staggered at 0-5-0 oc. i itlii ; Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply 4r connections have been rovided to istribute only loads ted as(F)or ted. 3)Wind:ASCE 7-10;Vult=140 ph(3-second gust)Vasd=111 ph;TCDL(B),unless CDL=6.Opsf;h'25ft;Cat.II;Exp B;enclosed;MWFRS ��Q t'�S g ,, ) (envelope)gable end zone;cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.606 CyiSW lti 4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 S'iONAL$ 5)Unbalanced snow loads have been considered for this design. 6)Provide adequate drainage to prevent water ponding. Continued on page 2 February 18,2016 t I ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED ARTEK REFERENCE PAGE MIi-7473 rev.10/03/2015 BEFORE USE. Design valid tor use only with MiTek®connectors.This design i based only upon parameters shown,and is for on individual Wading component,not tilt a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MIT®k' is always required for stability and to prevent collapse with possible personal injury and properly damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/mml1 Quality Criteria,058-89 and BCS!Budding Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741142 B1600175 105 COMMON GIRDER 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc.Thu Feb 18 12:38:34 2016 Page 2 ID:PkD_XjGOgL_6gjCg1 SXZKzsw50-uOFd31wAtRu5Jti8QeDUiPYiVSghDHWeXVzabizjuD3 NOTES- 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)14=1656,8=1736. 11)This truss has been designed for a moving concentrated load of 250.OIb live and 17.Olb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 12)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 13)Use Simpson Strong-Tie MUS26(6-10d Girder,4-10d Truss)or equivalent spaced at 2-0-0 oc max.starting at 1-4-4 from the left end to 23-4-4 to connect truss(es)to back face of bottom chord. 14)Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-4=-64,4-7=-64,8-14=-20 Concentrated Loads(lb) Vert:23=-1138(B)25=-1138(B)26=-1138(B)28=1138(B)29=1138(8)31=-1138(0)32=-1138(B)34=-1138(B)35=-1138(0)37=-1138(B)38=-1138(0)40=-1130(B) ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MR-T473 rev.10/03/2015 BEFORE USE. Design valid for use only with RMTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not o truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design.Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing FYI R "Tett` u always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delvery,erection and bracing of trusses and truss systems,see ANSI/IPIT Quality Criteria,DSB-84 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741142 \, B1600175 105 COMMON GIRDER 1 3 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:38:34 2016 Page 1 ID:PkD_XJGOgL_6gJCg1SXZKzsw5O-uOFd31WAtRu5JTi8QeDUiPYiVSghDHWeXVzablzjuD3 I 4-0-1 8-0-3 I 12-0-4 I 16-0-5 I 20-0-7 i 24-0-8 I 4-0-1 4-0-1 4-0-1 4-0-1 4-0-1 4-0-1 4x6= Scale=1:43.7 4 M 18 \ 19 5.00 t2 3x4 i \� 3x4 5 17 3 \ t6 \\ 21 3x4 i �� 3x4 6 2 • 5x12 MT18H= i� _.--- \�'----„,_„„_,,,,,,,,----,,,,,,_,:,,,,..„.7,,,0 5x12 MT18H= 1 illt' to 23 24 25 43 26 27 28 t2 29 30 31 11 32 33 34 10 35 36 37 94x8- 38 39 40 E 14 8 MUS26 4x8 - MUS26 3x4= MUS26 8x8= MUS26 3x4=MUS26 MUS26 MUS26 3x6 = - - 3x6 II MUS26 MUS26 MUS26 MUS26 MUS26 I 4-0-1 I 8-0-3 12-0-4 I 16-0-5 20-0-7 24-0-8 I 4-0-1 4-0-1 4-0-1 4-0-1 4-0-1 4-0-1 Plate Offsets(X,Y)- [1:Edge,0-2-6],[3:0-1-8,0-1-81[4:0-3-0,0-1-8],[5:0-1-8,0-1-8],[7:0-3-9,Edge],[9:0-2-0,0-2-0],[10:0-1-8,0-1-8],[11:0-4-0,0-4-8],[12:0-1-8,0-1-8],[13:0-2-0 .0-2-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.27 Vert(LL) -0.12 11-12 >999 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.34 Vert(TL) -0.28 11-12 >999 180 MT18H 220/195 TCDL 7.0 Rep Stress!nor NO WB 0.95 Horz(TL) 0.06 8 n/a n/a BCLL 0.0. Code IBC2012/TP12007 (Matrix) Weight:450 lb FT=10% BCOL 10.0 - LUMBER- BRACING- TOP CHORD 2x4 OF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or.-*-1 .. •urlins, except BOT CHORD 2x6 DF 2250F 1.7E end verticals- 1 PR 0/-4- WEBS 2x4 DF Std G'Except' BOT CHORD Rigid ceiling directly applied or 10-i +•T• - �' W2:2x4 OF No.1&Btr G , ...„ NEAR si�-0,.� REACTIONS. (lb/size) 14=7633/0-3-8,8=8008/0-3� 444 Max Horz 14=96(LC 10) 89782PE 1-- Max Uplift 14=-1656(LC 10),8=-1736(LC 11) FORCES. (lb)-Max_Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-15=-11037/2383,2-15=-10997/2390,2-16=-10739/2336,16-17=-10699/2336, v \CO 3-17=-10664/2342,3-18=-8714/1914,4-18=-8660/1920,4-19=8685/1924, 5T OREGON o 5-19=-8739/1919,5-20=10657/2341,20-21=-10692/2335,6-21=-10732/2334, Qn (!q Ry Ab(1 Q� BOT CHORD 3-266-22==-2264/1011551,26-27=2264/10151,27-28-2264/10151 7-8=6757/1491 28=2264/10151, T pA U L ,1,� 12-29=-2144/9882,29-30=2144/9882,30-31=2144/9882,11-31=-2144/9882, 11-32=-2047/9876,32-33=2047/9876,33-34=-2047/9876,10-34=-2047/9876, 10-35=-2165/10133,35-36=-2165/10133,36-37=-2165/10133,9-37=-2165/10133 WEBS 4-11=-1380/6439,5-11=2784/693,5-10=505/2446,6-10=323/139,3-11=-2812/699, EXPIRES: 12/31/2016 3-12=-509/2469,2-12=-329/142,1-13=-2229/10434,7-9=-2225/10415 NOTES- 1)3-ply truss to be connected together with 1Od(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-7-0 oc. 'MIX Bottom chords connected as follows:2x6-2 rows staggered at 0-5-0 oc. K Webs connected as follows:2x4-1 row at 0-9-0 oc. 6v WASI7>, 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply 0 connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. ey / "'••.- ,i, 3)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL�.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS 'r` • ' ., , (envelope)gable end zone;cantilever left and right exposed;Lumber DOL=1-60 plate grip DOL=1.60 i -'. 4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 , 5)Unbalanced snow loads have been considered for this design. 1-4.,!`,r Ali 6)All plates are MT20 plates unless otherwise indicated. $j97(> 7)This truss has been designed for a 10.0 psf bottom chord live bad nonconcurrent with any other live loads. �� -oFSTE- . -v 8)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will S (y fit between the bottom chord and any other members. siONALE� 9)A plate rating reduction of 20%has been applied for the green lumber members. Continued on page 2 February 18,2016 9 f ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M1-7473 rev.10/73/2015 BEFORE USE. Design valid for use only with Woke connectors.This design is based only upon parameters shown,and is for an individual building component,no �_ a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MAC is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the II fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply EPR Design-Memory Care KI741141 B1600175 104 California 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:38:32 2016 Page 2 ID:PkD_XjGOgL_6gjCg1 SXZKzsw5O-y07teLuwLpeN4ZYIJEAOd_SJbfgaIN6L4BUTWszjuD5 NOTES- 12)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)103 lb down and 99 lb up at 11-10-0,and 103 lb down and 99 lb up at 12-2-8 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-64,3-6=-64,5-8=64,9-11=-64,11-13=-64,14-18=-20 Concentrated Loads(lb) Vert:7=108 • o f ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE ME-7473 rev.10/03/2015 BEFORE USE. mir Design valid for use only with MsTektD connectors.This design is based only upon parameters shown,and is for an individual budding component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek� is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPN Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 t Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741141 ,s, B1600175 104 California 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:38:32 2016 Page 1 ID:PkD_XjGOgL_6gjCg1 SXZKzsw50-y07teLuwlpeN4ZYIJEA0d_SJbfgaIN6L4BUTWszjuD5 12-5-9 12-3-9 12-0-4 4-0-4 7315 11-6-15 1.10-111013- 0 1 16-8-9 24-04 24-0-8 4-0-4 l 3-3-11 4-3-0 a-0 2-0 4-3-0 3-3-11 4-0-4 Sale=1:43.5 2x4 110-3-5 2x4 II 04Y5 4 6 10 _,..---- 5.00112 4x6 i = 26 23�/ 2x4 , ,� 4x6 � > 3x4= 3 5 4. 8® ---C..,>,,,,,..... 27 3x6 i 21 24 x 25 11 \� 28 3x6 2 j �\ 12 29 20,,,,,--- Y l9 / `, *•'� 30 N `� 2x4 II j _ 2x4 I 1 ------ \t3 v 29 31 16 32 0 33 K 18 17 15 14 4x8= 3x8= 3x8= 3x8= 3x8= I 7-3-15 16-8-9 I 24-0-8 I 7-3-15 9-4-10 7-3-15 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.49 Vert(LL) -0.41 15-17 >699 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.96 Vert(TL) -0.72 15-17 >396 180 TCDL 7.0 Rep Stress Incr YES WB 0.94 Horz(TL) 0.09 14 n/a n/a BCLL 0.0' Code IBC2012/TPI2007 (Matrix) Weight:137 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-1-1 oc purlins, except BOT CHORD 2x4 OF No.1&Btr G end verticals,and 2-0-0 oc purlins(4-2-15 max.):3-11. WEBS 2x4 OF Std G BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracinn JOINTS 1 Brace at Jt(s):7 : P RO MiTek recommends that Stabil ,��L rb•, be installed during truss ere it cip"MT,, •,. it6 a.} ef2 Installation guide. C.? 2 REACTIONS. (lb/size) 14=1071/0-3-8,18=1071/0-3-8 '4..., *7 cc 89782PE 8=1071/0-3-889782PE T'` Max Horz 18=94(LC 75) Max Uplift 14=255(LC 13),18=255(LC 12) Max Gray 14=1706(LC 30),18=1706(LC 30) FORCES. (lb)-Max.ComplMax.Ten.-All forces 250(lb)or less except when shown. '- 10 TOP CHORD 2-21=2604/533,21-22=2540/538,3-22=2478/542,3-24=-2365/636,5-24=2365/636, 9 OREGON O~ 5-7=-2365/636,7-8=-2365/636,8-25=-2365/636,11-25=-2365/636,11-27=-2478/542, �-�! ��,�RY 4i4i5,�' Q' 27-2 =-2540/538, =204/533, BOT CHORD 18-318=-418/2153,17-31fr 8=-418/2153,16-187 2609/2824,16-32=-91609/2824, PA U 1- ''' 15-32=-609/2824,15-33=-418/2153,14-33=418/2153 WEBS 3-17=-63/395,7-17=596/263,7-15=-596/263,11-15=-63/395,2-17=58/283, 12-15=58/283,2-18=-2609/507,12-14=-2609/507,4-5=-319/144 EXPIRES: 12/31/2016 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 7-5-12,Exterior(2)7-5-12 to 16-6-12,Interior(1) 16-6-12 to 20-10-11 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 pAUL Ai 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 • �� 3)Unbalanced snow loads have been considered for this design. O'v'1ASA:. e. 4)Provide adequate drainage to prevent water ponding. 11 -W.(,�� 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. / ,,,,., 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will . fit between the bottom chord and any other members. ,j 7)A plate rating reduction of 20%has been applied for the green lumber members. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)14=255, A g�5 18=255. .0 4/ 9)This truss has been designed for a moving concentrated load of 250.OIb live and 17.OIb dead located at all mid panels and at all panel O 0..lgisYy'" .e:s' points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 4'8/0 'S,/ 0610)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. ONAL 11)Graphical pudin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 February 18,2016 1 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED AUTO(REFERENCE PAGE MR-7473 rev.1010312015 BEFORE USE- _ Design valid for use only with Miitek®connectors.This design is based only upon parameters shown,and is for on individual budding component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design info the overall building design-Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mi�}'ek` is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Informohon available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 • Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741140 B1600175 103 California 2 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:38:30 2016 Page 2 1 D:PkD_XjGOgL_6gjCg1 SXZKzswtO-Od06DftfgCOfgFPNBp8YYZN?Or87HUZ3ct?MS_zjuD7 NOTES- 12)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)191 lb down and 191 lb up at 9-10-0,and 191 lb down and 191 lb up at 14-2-8 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(pif) Vert:1-3=-64,3-6=-64,5-8=-64,9-11=-64,11-13=-64,14-18=-20 Concentrated Loads(Ib) Vert:26=-92 29=92 • • t 1 ®WARNING-Verify design parameters and READ NOTES ON MS AND INCLUDED MITEK REFERENCE PAGE MN-74T3 rev.10/03/2015 BEFORE USE. !� Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a tens system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP11 Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 ,+ Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741140 s B1600175 103 California 2 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:38:30 2016 Page 1 ID:PkD_XJGOgL_6gjCg t SXZKzsw50-OdO6DftfgCOfgFPNBp8YYZN?Or87HUZ3ct?MS_zjuD7 I 4-0-4 7-3-15 1 9-6-15 9-115 12-0-4 1 14-3-9 1415-9 16-8-9 1 20-0-4 74-0-8 1 4-0-4 3-3-11 2-3-0 0-2-0 2-3-5 2-3-5 0-2-0 2-3-0 3-3-11 4-0-4 Scale=1:43.5 2x4 II 2x4 11 24 4 6 9 10 31 4x6% 5.00 112 23 32 4x6 3 2x4 II 3x4= 3x6 i 22 25 26 27 [7 28 292x4 II 30 11 33 3x6 2 \�12 34 A 20 2/ i� \\ 3536 4. 2x4 II _.>›,------ .\ 2x4 II N N 37 16 38 39 K 18 17 15 14 4x6—3x8= 3x8= 3x8= 3x8 = I 7-3-15 I 16-8-9 I 24-0-8 I 7-3-15 9-4-10 7-3-15 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 25-0 Plate Grip DOL 1.15 TC 0.40 Vert(LL) -0.41 15-17 >699 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.96 Vert(TL) -0.72 15-17 >396 180 TCDL 7.0 Rep Stress Incr YES WB 0.88 Horz(TL) 0.08 14 n/a n/a BCLL 0.0 ' Code IBC2012/TP12007 BCDL 10.0 (Matrix) Weight:128 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-3-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G end verticals,and 2-0-0 oc purlins(4-1-0 max.):3-11. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 2-2-0 oc braci . MiTek recommends that Stabilizer. .1 rd2R,g,.. .... be installed during truss erectio ..:-•. • t!:�:7T Installation guide. co, N6 NEk- <� REACTIONS. (lb/size) 14=1109/0-3-8,18=1109/0-3-8 �? 9 1. Max Horz 18=77(LC 13) $97$2 P E �r Max Uplift 14=-267(LC 13),18=-267(LC 12) Max Gray 14=1611(LC 30),18=1611(LC 30) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-22=-2413/571,3-22=-2287/581,3-25=2190/640,5-25=-2190/640,5-26=-2190/640, -R OREGON �� 26-27=-2190/640,7-27=2190/640,7-28=2190/640,28-29=2190/640,8-29=-2190/640, �! Z Zp co: , 8-30=-2190/640,11-30=-2190/640,11-33=-2287/581,12-33=-2413/571,1-18=-291/78, &qq�, 15` BOT CHORD 18-37=-452/2015,17-37=-452/2015,16-17=604/2501,16-38=-604/2501, PA U 1- Ck\J� 15-38=-604/2501,15-39=-452/2015,14-39=-452/2015 WEBS 3-17=-31/325,7-17=-505/215,7-15=5051215,11-15=-31/325,2-17=-58/307, 12-15=-58/307,2-18=-2442/548,12-14=-2442/548 EXPIRES: 12/31/2016 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 5-6-0,Exterior(2)5-6-0 to 18-6-7,Interior(1)18-6-7 to 20-10-11 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 PAUL 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. ,o-f WAS1-44 4)Provide adequate drainage to prevent water ponding. IN'' APO Q'� 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �c p 6)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will . `.. r' fit between the bottom chord and any other members. r j' ,4 7)A plate rating reduction of 20%has been applied for the green lumber members. offt, 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)14=267, ,rp 18=267. It 451976, W 9)This truss has been designed for a moving concentrated load of 250.01b live and 17.Olb dead located at all mid panels and at all panel 9r, , IS'I `E�'" points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 4j' G 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. S%%NAL 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 February 18,2016 I e mit WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED NITER REFERENCE PAGE MII-7473 rev.10/0310015 BEFORE USE. Design valid for use only with MiTeke connectors.This design is based only upon parameters shown,and is for on individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall MiTek' building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing IYliT ' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the nn i Il fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/T1111 Quality Criteria,DS8-89 and SCSI Building Component 250 Klug Circle Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 • Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741139 B1600175 IO2A California 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek industries,Inc. Thu Feb 18 12:38:28 2016 Page 2 ID:PkD_XJGOgL_6gjCg1 SXZKzsw50-3FuMozrPlbBybxF_4064S81fJ 1 Uhpcem9ZW FN5zjuD9 NOTES- 12)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)156 lb down and 180 lb up at 7-9-10,and 156 lb down and 180 lb up at 16-2-14 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-64,3-5=-64,5-7=64,8-12=-20 Concentrated Loads(lb) Vert:15=-57 20=57 • t ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED ANTES(REFERENCE PAGE MII-7473 rev.18103/2015 BEFORE USE. Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and is for an individual budding component,not , a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall budding design.Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing M Tekg is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.see ANSI/TPII Quality Criteda,058-89 and SCSI Building Component 250 Klug Circle Safety Informotion available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 l Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741139 • B1600175 102A California 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:38:28 2016 Page 1 ID:PkD_XjG0gL_6gjCg1 SXZKzsw5O-3FuMozrPlb8ybxF 4O64S8lfJ1 Uhpcem9ZWFN5zjuD9 1 4-04 7-3-15 718-15 17-0-4 16-3-9 1,-8 20-0-4 1 24-0-8 1 4-0-4 3-3-11 0-5-0 4-3-5 4-3-5 0-5-10 3-3-11 4-0-4 Scale=1:43.5 4x6 4x6 0 5.00 12 3x4= j ��16 174 18 19 gm 14 / �� .. --�J�21 Eri 3'62-1>>-------- x6% / \ 3x6 J 2 / 6 1 /. 13 + 22 • N 2X4 ��// 2x4 II N // 7 v __________.1 w b an Es e d o 0 2311 10 24 9 2512 8 4x6= 3x6= 3x8= 3x8= 3x6= I 7-3-15 1 16-8-9 1 24-0-8 1 7-3-15 9-4-10 7-3-15 Plate Offsets(X.Y)- 13:0-2-12.0-2-0],[5:0-2-12.0-2-0j LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.44 Vert(LL) -0.41 9-11 >699 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.96 Vert(TL) -0.72 9-11 >396 180 TCDL 7-0 Rep Stress Ina YES WB 0.72 Horz(TL) 0.07 8 a/a n/a BCLL 0.0* Code IBC2012/TPI2007 BCDL 10.0 (Matrix) Weight:120 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-9-0 oc purlins, except BOT CHORD 2x4 DF No_1&Btr G end verticals,and 2-0-0 oc purlins(5-1-3 max) 3-5 WEBS 2x4 DE Std G BOT CHORD Rigid ceiling directly applied or 2-2-0 o L..11. P Dr�� MiTek recommends that Stabil cl-. • • a be installed during truss ere r1,Sp . •r.1 ig..,,, - e� Installation guide. ,C....• 1- REACTIONS. REACTIONS. (lb/size) 12=1054/0-3-8,8=1054/0-3-8 4Z- 89782PE .57 Max Horz 12=-56(LC 13) Max Uplift12=-228(LC 12),8=-228(LC 13) Max Gray 12=1341(LC 30),8=1341(LC 30) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. v 10 TOP CHORD 2-14=-1852/478,3-14=-1767/482,3-15=-1646/473,15-16=1646/473,16-17=1646/473, -9 OREGON O� 4-17=-1646/473,4-18=-1646/473,18-19=1646/473,19-20=1646/473,5-20=-1646/473, , xl Gy,t` Q' 5-21=-1767/482,6-21=-1852/478,1-12=-289/73,7-8=-289/73 RY �� BOT CHORD 12-23=410/1640,11-23=-410/1640,10-11=-453/1762,10-24=-453/1762,9-24=-453/1762, rt PA u1` Ck\ 9-25=-410/1640,8-25=-410/1640 WEBS 2-11=-70/265,3-11=-73/333,4-11=476/166,4-9=476/166,5-9=-73/333,6-9=-70/265, 2-12=-1987/497,6-8=-1987/497 EXPI RES: 12/31/2016 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)0-1-12 to 11-8-10,Interior(1)11-8-10 to 12-3-14,Exterior(2)12-3-14 to 16-6-12 zone; cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 PAUL A,. 3)Unbalanced snow loads have been considered for this design. Art, 4)Provide adequate drainage to prevent water ponding. ' Op WASJr,, 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. .--0.?,e ` 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will , / � h: fit between the bottom chord and any other members. ► -�t 7)A plate rating reduction of 20%has been applied for the green lumber members. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)12=228, 4, f 8=228. 17f 9)This truss has been designed for a moving concentrated load of 250.01b live and 17.01b dead located at all mid panels and at all panel '1 51976 k,ra points along the Top Chord and Bottom Chord,nonconcurrent with any other live toads. .r, .0FSTEg 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. •�� G 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. OVAL Continued on page 2 February 18,2016 mi ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MK-7473 rev.90/03/2015 BEFORE USE. Design void for use only with MiTeke connectors.This design is based only upon parameters shown,and is for an individual buiiding component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the �Y� V R fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCS1 Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 • Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741138 B1600175 102 California 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:38:26 2016 Page 2 ID:PkD_XJGOgL_6gjCg 7 SXZKzsw50-7smbOHp9mzuEMe5cyz3cNjCCzEoHLImTiF 19JDzjuDB NOTES- 9)This truss has been designed for a moving concentrated load of 250.OIb live and 17.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)156 lb down and 180 lb up at 9-11-10,and 156 lb down and 180 lb up at 18-4-14 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-64,3-5=-64,5-7=64,1-7=-20 Concentrated Loads(Ib) Vert:18=-57 25=-57 • e � ®WARNING-Verify design parameters sad READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE M11-7473 rev.10,8312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is tor an individual building component,not o truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing IYI N A;T k is always required for stability and to prevent collapse with possible personal injury and properly damage.For general guidance regarding the IC fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 II Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741138 k B1600175 102 California 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc_Thu Feb 18 12:38:26 2016 Page 1 ID:PkD_XJGOgL_6gjCg 1 SXZKzswSO-7smbOHp9mzuEMe5cyz3cNjCCzEoHLImTiF19JDzjuDB 1 2-3-12 1 9-5-150-as 14-2-4 I 18-5-9 18110-9 26-0-12 28-4-8 1 2-3-12 7-2-3 0-5-b 4-3-5 4-3-5 4 7-2-3 2-3-12 Scale=1:49.6 4x6% 4x6 3x4= 5.0012 3 8 ra19 Gni 421 X23 24,3 - 5 / * 16 17 �/ \-,�\6 27� , N 3x6% /-' \�\ 3x6 N 2_____"..„,,,,-----15 t5 --_ \\6 1 13 14 — --- �_.---- �_\�730 ` . w 0 0 31 12 32 1t 10 33 9 34 II 35 3x4 J 3x4% 2x4 11 4x8= 4x6= 4x8= 2x4 11 1 2-2-0 2-31-112 9-5-15 18-10-9 1 26-0-12 2612-8 28-4-8 1 2-2-0 0-1- -- 9-4-11 7-2-3 0-1-12 2-2-0 Plate Offsets(X Y)— [1:0-3-1.0-1-8],17:0-3-1.0-1-81,[9:0-4-0,0-1-121,[11:0-4-0 0-1-12] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (toc) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.88 Vert(LL) -0.39 9-11 >730 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.96 Vert(TL) -0.75 9-11 >381 180 TCDL 7.0 Rep Stress Ina YES WB 0.55 Horz(TL) 0.03 8 n/a n/a BCLL 0.0* Code IBC2012/TP12007 (Matrix) BCDL 10.0 Weight:129 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins,except BOT CHORD 2x4 DF No.1&Btr G 2-0-0 oc purlins(5-3-1 max.):3-5. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 6-0-0 oVie,Foep 2-2-0 oc bracing:9-11. „ F . MiTek recommends that Stab Y...,r 9'147.;71"704, ' be installed during truss ere, ?11 •. .dance with S..Ili Installation.ujde. „ _ REACTIONS. (lb/size) 12=1249/0-3-8,8=1249/0-3-8 MT . lb III Max Horz 12—75(LC 13) Max Uplift 12=-287(LC 12),8=-287(LC 13) Max Gray 12=1645(LC 30),8=1645(LC 30) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown- 92�REGONZp>t” tr TOP CHORD 1-13=-299/574,13-14=-292/577,2-14=-287/583,2-15=-1855/362,15-16=-1827/372, '9 AiRy Ab ,C's 16-17=-1705/374,3-17=-1674/383,3-18=-1554/406,18-19=1554/406,19-20=-1554/406, R/r- V I 20-21=-1554/406,4-21=-1554/406,4-22=-1554/406,22-23=-1554/406,23-24=-1554/406, PA UL i 24-25=-1554/406,5-25=1554/406,5-26=-1674/383,26-27=-1705/374,27-28=-1827/372, 6-28=-1855/362,6-29=-287/583,29-30=-292/577,7-30=-299/574 BOT CHORD 1-31=513/326,12-31=-513/326,12-32=-513/326,11-32=-513/326,10-11=-352/1670, EXPIRES: 12/31/2016 10-33=-352/1670,9-33=-352/1670,9-34=513/326,8-34=513/326,8-35=-513/326, 7-35=-513/326 WEBS 2-12=-1578/493,2-11=-243/1244,3-11=0/310,4-11=477/162,4-9=477/162,5-9=0/310, 6-9=243/1244,6-8=-1578/493 NOTES- PAUL ,� 1)Wind:ASCE 7-10;Vult=14Omph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.It Exp B;enclosed;MWFRS T'� (envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 54-13,Exterior(2)5-4-13 to 9-7-12,Interior(1) 13-10-10 to 14-5-14,Exterior(2)18-8-12 to 28-4-8 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for S?� Aim wl+s c, reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ,4' '/ --t,;y•�0 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 - <- 3)Unbalanced snow loads have been considered for this design. 4 f ,Ak'+ 4)Provide adequate drainage to prevent water ponding. 4 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. q ` �. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will 1 51976 0er fit between the bottom chord and any other members. 00 ." .G.ISTV.W 7)A plate rating reduction of 20%has been applied for the green lumber members. S G 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except((t=lb)12=287, '�01YALp'� 8=287. Continued on page 2 February 18,2016 IIIIIM A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED UREIC REFERENCE PAGE MI1-7473 rev.40103/2015 BEFORE USE. Design valid for use only with Macke connectors.This design is based only upon parameters shown,and is for on individual budding component,not �Q a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek: is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/T711 Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available horn Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 A Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741137 61600175 101A California Girder 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc_Thu Feb 18 12:38:24 2016 Page 2 ID:PkD_XJGOgL_6gjCg 1 SXZKzswSO-BTfrzcovE MeW 6KxDrY18117unQ6EtkgAEyY2E KzjuDD NOTES- 10)This truss has been designed for a moving concentrated load of 250.OIb live and 17.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 11)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 12)Graphical puffin representation does not depict the size or the orientation of the purtin along the top and/or bottom chord_ 13)Use Simpson Strong-Tie LUS24(4-10d Girder,2-10d Truss,Single Ply Girder)or equivalent spaced at 6-5-8 oc max.starting at 8-0-12 from the left end to 20-3-12 to connect truss(es)to back face of bottom chord. 14)Fill all nail holes where hanger is in contact with lumber. 15)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)218 lb down and 163 lb up at 10-0-12,218 lb down and 163 lb up at 18-3-12,and 501 lb down and 146 lb up at 7-11-10,and 501 lb down and 146 lb up at 20-4-14 on top chord. The design/selection of such connection device(s)is the responsibility of others. 16)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-64,3-6=-64,6-8=64,1-9=-20 Concentrated Loads(Ib) Vert:18=501 20=-152 22=-152 24=-501 27=-33(B)29=-33(B)30=-519(B)31=519(B)32=-33(B)34=33(B) ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE M11-74T3 rev.1010.312015 BEFORE USE. Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and is for an individual binding component,not ,. a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design info the overaN building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek° is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/WIt Quality Criteria,DSS-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 I. Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741137 4. 81600175 101A California Girder 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc.Thu Feb 18 12:38:24 2016 Page 1 ID:PkD_XJGOgL_6gjCg 1 SXZKzsw5O-BTfrzcovEMeW6KxDrY18117unQ6EtkgAEyY2EKzjuDD h 2-3-12 I 7-3-10 7 10-lp 11-11-0 I 16-5-8 I 20-5-9 2-0-1 23-4-7 1 26-2-8 1 2-3-12 4-11-14 0-7-5 4-0-1 4-6-8 4-0-1 0-7-5 2-3-9 2-10-1 Scale=1:46.0 8x8 2x4 II 3x10 = 5x8 5.00 12 3 8 ra 920 4 K2 21 ro 5 cm 222 2 0 \4x8 17 7 4x12/ /4,- -------__ _ 28x4 I v y 2 � M 116 � w �\r I I I I I Ir_iwrY • 6 2515 26 14 27 2829 30 73 12 1131 32 33 34 t0 35 9 3x4= 3x6 I I 6x8= LUS24 4x12= 5x12 MT18H= 2x4 H LUS24 4x8= 6x6 = LUS24 LUS24 LUS24 LUS24 1 2-2-0 2-3112 7-3-10 I 11-11-0 I 16-5-8 21-0-14 I 26-2-8 -I 2-2-0 0-1-12 4-11-14 4-7-6 4-6-8 4-7-6 5-1-10 Plate Offsets(X,Y)- [2:0-4-4,0-1-12],[3:0-2-4,0-2-12],[5:0-2-12,0-1-8],[6:0-2-8,0-2-8],[7:0-3-8,0-2-0],[9:0-2-12,0-4-0],[10:0-4-0,0-1-12],[13:0-5-8,0-2-0],[14:0-3-9,0-2-12], [15:0-4-0,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL- in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.73 Vert(LL) -0.20 13-14 >999 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.93 Vert(TL) -0.42 13-14 >686 180 MT18H 220/195 TCDL 7.0 Rep Stress(ncr NO WB 0.96 Horz(TL) 0-10 9 n/a n/a BCLL 0.0 Code IBC2012/TP12007 (Matrix) Weight:156 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G`Except* TOP CHORD Structural wood sheathing directly applied or 2,1.1,„Lac•urlins, except T2:2x6 DF No.2 end verticals,and 2-0-0 oc purlins(2-: , -4: OF BOT CHORD 2x6 DF No.2*Except* BOT CHORD Rigid ceiling directly applied or 6-0: t• F B2:2x6 DF 2250F 1.7E WEBS 1 Row at midpt 5 10 5 ~Gf nj� �jss/ WEBS 2x4 DF Std C*Except* MiTek recommends that St.. kag :nr equired.�cjrtoosssssbafac .�i W2:2x4 DF No.1&Btr G be installed during truss er, ,•r ac�xlyda��ZSL t-"•tbilize "St,,. Installation guide. CSI. REACTIONS. (lb/size) 15=2439/0-3-8,9=2226/0-3-8 Max Horz 15=79(LC 72) Max Uplift 15=-706(LC 6),9=-626(LC 7) Max Gray 15=2627(LC 28),9=2294(LC 28) v 40 '• 92 OREGON 5) ', FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(113)or less except when shown. 'T .q 5, Q TOP CHORD 1-16=-256/531,2-16=236/537,2-17=-4070/1115,3-17=-4035/1122,3-18=-5615/1618, �� RY ZJ� 18-19=-5615/1618,19-20=-5615/1618,4-20=-5615/1618,4-21=-5615/1618, PA UL 5-21=-5615/1618,5-22=-3785/1074,22-23=3785/1074,23-24=-3785/1074, 6-24=3785/1074,6-7=-4050/1134,8-9=-289/51 BOT CHORD 1-25=-484/257,15-25=-484/257,15-26=-484/257,14-26=-4841257,14-27=-1013/3789, EXPIRES: 12/31/2016 27-28=1013/3789,28-29=1013/3789,29-30=-1013/3789,13-30=-1013/3789, 12-13=1558/5611,11-12=-1558/5611,11-31=1558/5611,31-32=-1558/5611, 32-33=1558/5611,33-34=-1558/5611,10-34=-1558/5611,10-35=-812/2903, 9-35=-812/2903 WEBS 2-15=-2435/697,2-14=-950/3578,3-14=466/231,3-13--645/2176,4-13=630/251, 5-11=-93/524,5-10=-2156/648,6-10=-145/615,7-10=-277/1220,7-9=3642/1019 !AUL RI NOTES- 'f WASJrt4, 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone;cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 ,°C 111.°11-11,.'", h; , 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Cf 1 '�,,,�`,' 3)Unbalanced snow loads have been considered for this design. Ti J 4)Provide adequate drainage to prevent water ponding. tr.. 5)All plates are MT20 plates unless otherwise indicated. rp 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 51976 z.4,, 7)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will p�A 'G/STgl'•j' fit en m chord and any other members. 8)A plateeratingr reduction n of 20%has been applied for the green lumber members. �SJONAL�'G 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)15=706, Con inued on page2 February 18,2016 t mil AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MH-7473 rev.10/032015 BEFORE USE " Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for on individual budding component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall �B budss ding design.Bracing indicated is to prevent buckling of individual truweb and/or chord members only.Additional temporary and permanent bracing Mi 1T ®k` is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the �r, fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/Mil Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314- Corona,CA 92880 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741135 61600175 101 California Girder 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:38:22 2016 Page 2 ID:PkO_XJGagL_6gjCg1 SXZKzsw50-F5X5YwmeilOotOngk7?gDt2YLdQjPrQtne3xARzjuDF NOTES- 10)This truss has been designed for a moving concentrated load of 250.01b live and 17.01b dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 11)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13)Use Simpson Strong-Tie LUS24(4-10d Girder,2-10d Truss,Single Ply Girder)or equivalent spaced at 8-3-0 oc max.starting at 8-0-12 from the left end to 20-3-12 to connect truss(es)to front face of bottom chord. 14)Use Simpson Strong-Tie LUS24(4-10d Girder,2-10d Truss,Single Ply Girder)or equivalent spaced at 6-5-8 oc max.starting at 10-11-8 from the left end to 17-5-0 to connect truss(es)to front face of bottom chord. 15)Fill all nail holes where hanger is in contact with lumber. 16)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)218 lb down and 163 lb up at 10-0-12,218 lb down and 163 lb up at 18-3-12,and 501 lb down and 146 lb up at 7-11-10,and 501 lb down and 146 lb up at 20-4-14 on top chord. The design/selection of such connection device(s)is the responsibility of others. 17)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-64,3-6=-64,6-8=-64,1-8=20 Concentrated Loads(lb) Vert:18=-501 20=-152 22=-152 24=-501 29=-33(F)31=33(F)32=-519(F)33=519(F)34=-33(F)36=-33(F) o t ,... WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MfTEK REFERENCE PAGE 118.7123 rev.10N3/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual budding component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIfTPit Quality Criteria,13511-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 / Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741136 ♦ 61600175 101 California Girder 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 - 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:38:22 2016 Page 1 ID:PkD_XJGOgL_6gjCg16XZKzsw5O-F5X5YwmeilOotOngk77gDt2YLdQjPrQtne3XARZiUDF 1 2-3-12 7-3-10 7y10-5 11-11-0 I 16-5-8 I 20-5-9 21-0-14 26-0-12 98-4-8 i 2-3-12 4-11-14 0-7-5 4-0-1 4-6-8 4-0-1 d-7-5 4-11-14 2-3-12 Scale=1:49.2 8x8 2x4 II 3x10 = 5x8'-',.- 5.00 5.00 1 12 3 I: 9 20 r„ 4 21 �„ 5er, 22 .3 2;.rte \ 25 �� - �— \�� 4x12 4212% Y 2 / • \;\ 7 Y n ..---------------- _ _ �\ 26 �' 16 -- 8 r4 ' Fl II 1111 Il11' I + [ f11 PR Oft ��[+1 Iq Z 0 0 27 [1 28 14 29 30 31 32 13 12 1t 33 34 35 36 10 37 9 38 3x4 = 15 3x4= 3x6 6x8= LUS24 4x12= 5x12 MT18H= 2x4 LUS24 8x12 = 3x6 II LUS24 LUS24 LUS24 LUS24 I 2-2-0 2-1112 7-3-10 I 11-11-0 I 16-5-8 I 21-0-14 I 260-12 2612-8 28-4-8 1 2-2-0 0-1-12 4-11-14 4-7-6 4-6-8 4-7-6 4-11-14 0-1-12 2-2-0 Plate Offsets(X,Y)— 12:0-4-4.0-1-12],[3:0-2-4,0-2-12],[5:0-2-12,0-1-8],[6:0-2-8.0-2-8],[7:0-4-8,0-1-12].[9:0-4-0,0-1-8].[13:0-5-8,0-2-0],[14:0-3-9_0-2-12].[15:0-4-0.0-1-8] LOADING(psf) SPACING- 2-0-0 CSL DEFL. in (lac) 1/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.73 Vert(LL) -0.21 11 >999 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.93 Vert(TL) -0.43 10-11 >667 180 MT18H 220/195 TCDL 7.0 Rep Stress Inc- NO WB 0.96 Horz(TL) 0.08 9 n/a n/a BCLL 0.0* Code IBC2012/TP12007 (Matrix) BCDL 10.0 Weight:1621b FT=10h LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied or 2-11-9 oc purlins,except T2:2x6 DF No.2 2-0-0 oc purlins(2-8-10 max.):3-6. BOT CHORD 2x6 DF No.2*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 o iry(I.P R Q� B2:2x6 DF 2250F 1.7E WEBS 1 Row at midpt 5-10 �� F,S' WEBS 2x4 DF Std G*Except' MiTek recommends that Stab' (D.. •. -. - w' W2:2x4 DF No.1&Btr G be installed during truss er-, t. .. .dance with S•.ill : ij Installation guide. 89782PE 9r REACTIONS. (lb/size) 15=2430/0-3-8,9=2430/0-3-8 Max Horz 15=56(LC 10) Max Uplift 15=-706(LC 6),9=706(LC 7) Max Gray 15=2613(LC 28),9=2613(LC 28) • 40 v OREGON '- FORCES- (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown_ 20 Zp e�- TOP CHORD 1-16=-255/538,2-16=-235/544,2-17=-4060/1110,3-17=-4026/1116,3-18=-5596/1607, R U 6• �V '9� q • 18-19=-5596/1607,19-20=5596/1607,4-20=-5596/1607,4-21=-5596/1607, /� 5-21=-5596/1607,5-22=-3718/1052,22-23=3718/1052,23-24=-3718/1052, P R 6-24=-3718/1052,6-25=-4024/1115,7-25=-4058/1108,7-26=-248/537,8-26=-268/531 BOT CHORD 1-27=490/250,15-27=490/250,15-28=-490/250,14-28=490/250,14-29=-980/3780, 29-30=-980/3780,30-31=-980/3780,31-32=-980/3780,13-32=980/3780, EXPIRES: 12/31/2016 12-13=1523/5593,11-12=-1523/5593,11-33=-1523/5593,33-34=-1523/5593, 34-35=1523/5593,35-36=-1523/5593,10-36=-1523/5593,10-37=484/256, 9-37=484/256,9-38=484/256,8-38=-484/256 WEBS 2-15=-2422/697,2-14=-948/3570,3-14=462/231,3-13--643/2164,4-13=-631/251, 5-11=-97/540,5-10=-2213/663,6-10=146/718,7-10=-943/3557,7-9=-2414/693 PAUL Rt. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS ,ov WA,Sp,, (envelope)gable end zone;cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 //,S,' t.:40 `9'0, 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 AF p •3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. ! I 5)All plates are MT20 plates unless otherwise indicated. f, Y r 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,.p 44- 7)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide wilt '1> ,,,i:, $1976 ki fit between the bottom chord and any other members. Q.4N G.ISTEW e 8)A plate rating reduction of 20%has been applied for the green lumber members. Sig � 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joints)except(Jt=lb)15=706, 7O]VAL0G 9=706, Continued on page 2 February 18,2016 MEI®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIb7473 rev.10/032015 BEFORE USE. Design valid for use only with Web!)connectors.This design is based only upon parameters shown,and is for an individual building component,not ,. a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and SCSI Bu/ding Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 Fl.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741135 B1600175 H08 Half Hip 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7640 s Sep 29 2015 MiTek Industries,Inc.Thu Feb 18 12:38:20 2016 Page 2 ID:PkD XJGOgL_6gjCgt SXZKzsw5O-IiPK7EtOA774ejeScizC8SyD8pIOxxzaJKag5ZzjuDH NOTES- 8)A plate rating reduction of 20%has been applied for the green lumber members. 9)Refer to girder(s)for truss to truss connections. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except{t=lb)14=429,21=382. 11)This truss has been designed for a moving concentrated load of 250.OIb live and 17.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 12)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 13)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. t f g WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE 8B1-7473 rev.10N32015 BEFORE USE. Design valid for use only with tvliTeke connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mi T®1.` is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the 1 R fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIJTPIl Quality Criteria,008-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Comae,CA 92880 4 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741135 4 B1600175 I-108 Half Hip 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:38:20 2016 Page 1 ID:PkD_XJGOgL_6gjCg 1 SXZKzsw5O-liPK7ElOA774ejeScizC8SyD8pIOxxzaJKag5ZzjuDH 122 1 7-2-10 12-2-8 146-360 20-11-5 zrs z4 4-2 I 32-2-2 40-2-0 2212 4-11-14 4-11-14 --8 4SS 0-1----12 -0 32-13 7-40-0 7-11-14 Scale=1:71.8 5.00 12 2x4 II 7 9 5x6 4x8= 4x8= 4x6= 2x4 II 6 �_ II _ 10 _ _ 12 _ 13 28 ' .-. .-e RI `� .-. ._. .z. .1 C. 3x8 5 3x4 i 30 31 32 33 11 34 35 36 5 4 . 4x8%26 s� .. N 3 S. N 2425 i r. 2x4 II 23 2 •- 22 1 6 � t. n.. d r., 3721 18 16 38 20 39 19 17 40 4142 15 4344 14 3x6= 3x8= 3x4= 4x8= 3x8= Sx12 MT18H= 2x4 I I 3x6 = 5x6= 1 22-0-0 2°1122 96-9 16-6-0 24-4-2 32-2-2 40-2-0 I z-0-0 7-5-13 6-9-7 7-10-2 7-10-0 711,14 Plate Offsets(XV)- [3:0-3-0,0-2-01[14:0-3-0,0-2-12],[21:0-3-9,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (Ion) I/deft L/d PLATES GRIP TCLL 25-0 Plate Grip DOL 1.15 TC 0.64 Vert(LL) -0.32 14-15 >999 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.92 Vert(TL) -0.60 14-15 >754 180 MT18H 220/195 TCDL 7-0 Rep Stress Incr YES WB 0.95 Horz(TL) 0.15 14 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 (Matrix) Weight:246 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G`Except` TOP CHORD Structural wood sheathing directly applied or 3-4-5 oc purlins, except T3,T4:2x6 DF No.2 end verticals,and 2-0-0 oc purlins(4-5-5 max) 6-13 BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 2-2-0 o itxy.Pn.� WEBS 2x4 DF Std G WEBS 1 Row at midpt 3-21,1$ tf$ tJ k-0 2 Rows at 1/3 pts 12-1' Co GINEii. u.0/ MiTek recommends that St. -:z sn equuiirreedd cross orac 1 i be installed during trusser, ,.. aaa)Id0/ZStbilize "5'`,. Installation guide. C5 REACTIONS. (lb/size) 14=1592/Mechanical,21=1790/0-5-8 Max Horz 21=395(LC 12) Max Upliftl4=-429(LC 9),21=-382(LC 12) Max Gray 14=2109(LC 26),21=2165(LC 27) • CO -yy OREGON o'- t2` FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. -57 'l sJ:1:4<<"`' TOP CHORD 1-22=-329/551,2-22=-323/557,2-23=-328/519,23-24=-315/526,24-25=-314/533, . J� 3-25=-312/540,3-26=3199/582,4-26=-3091/582,45=-3072/590,5-27=-2746/605, �''A U{... 27-28=-2658/613,6-28=-2587/617,6-30=-2480/725,8-30=-2480/725,8-31=-2480/725, 31-32=-2480/725,10-32=24801725,10-33=-1958/460,33-34=1958/460, 11-34=1958/460,11-35=-1958/460,12-35=1958/460,13-14=346/117 EXPIRES: 12/31/2016 BOT CHORD 1-37=-494/290,21-37=494/290,21-38=-792/2838,20-38=-792/2838,20-39=-776/2807, 19-39=776/2807,18-19=-776/2807,17-18=-73712565,17-40=737/2565, 16-40=-737/2565,16-41=-737/2565,41-42=737/2565,15-42=-737/2565, 1543=460/1958,43-44=-460/1958,14-44=-460/1958 WEBS 2-21=-339/218,3-21=-3174/636,3-20=90/271,5-20=-89/307,5-18=-498/191, 6-18=-28/587,10-18=708/356,10-16=0/419,10-15=1154/368,12-15=-135/993, pAU 12-14=2593/609,7-8=-2831139 O w �Ij�,vp NOTES- �4i G,',),1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS 2k o • (envelope)gable end zone and C-C Exterior(2)0-0-0 to 4-0-3,Interior(1)4-0-3 to 15-5-2,Exterior(2)15-5-2 to 21-1-5,interior(1)26-5-11 ' .0! • '. • to 36-0-0 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate $/ grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 ,,p ,., a 3)Unbalanced snow loads have been considered for this design. 51 ,,p 51976) W 4)Provide adequate drainage to prevent water ponding. ',rt+ -g'C3FSTEV ,c ' 5)All plates are MT20 plates unless otherwise indicated. S* 11C, 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. /ONAL' 7)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. February18,2016 Contlnu on page rte. Afil WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MA-7473 rev.18/032015 BEFORE USE. mg Design valid for use only with Mit ek®connectors.This design is based only upon parameters shown,and is for on individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated 6 to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the '-�r fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/rPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741134 81600175 H07 Hatf Hip 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:38:18 2016 Page 2 ID:PkD_XJGOgL_6gjCg1 SXZKzsw50-MJHaiYj8eWtMOPU3V HWk31tsN?3vT3bHs05k1 gzjuDJ NOTES- 8)A plate rating reduction of 20%has been applied for the green lumber members. 9)Refer to girder(s)for truss to truss connections. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)12=485,19=391. 11)This truss has been designed for a moving concentrated load of 250.01b live and 17.01b dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 12)"Fix heels only"Member end fixity model was used in the analysis and design of this truss_ 13)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. e / ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MM-7473 rev.10/13/2015 BEFORE USE. mit Design void for use only with MiTek®connectors,This design is based only upon parameters shown,and is for on individual balding component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing Wok' is always required for stability and to prevent collapse with possible personal injury and properly damage.For general guidance regarding the ��r� nk fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type - Qty Ply EPR Design-Memory Care K1741134 N. B1600175 1407 Half Hip 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:38.18 2016 Page 1 tD:PkD_XjGOgL_6gjCg 1 SXZKzsw5O-MJHaiYj8eWtMOPU3VHwk31tsN?3vT3bHs05k1gzjuDJ 2-2-12 1 7-2-10 1 12-2-8 1 16-6-0 I 19-1-5 1 24-4-2 1 32-2-2 1 40-2-0 1 2-2-12 4-11-14 4-11-14 4-3-8 2-7-5 5-2-13 7-10-0 7-11-14 Scale=1:71.0 5.00 112 5x6 7 4x8= 4x8= 4x6= 2x4 II 6 8 10 11 14 3x8 3x4%25 26 90/21 30 V „-----5<;----- NNX 4x8 24 N 3 / N 2x4 11 21 22 23.00,,i \ ,/// 1 44 2 // 16 20 61 .8 eoi ‘'''.. .1 MA 411/r - 32 ig 33 18 34 17 16 15 35 14 3637 13 3839 12 3x6= 3x8 = 3x4 = 4x8 = 3x8— 5x12 MT18H= 2x4 3x6= 5x6 = 22:00-_0020:g22 9-8-9 i 16-6-0 1 24-4-2 1 32-2-2 40-2-0 I 7-5-13 6-9-7 7-10-2 7-10-0 7-11-14 Plate Offsets(X.Y)— [3:0-2-12,0-2-01.f12:0-3-0,0-2-121[19:0-3-9,0-1-8j LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) 1/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.73 Vert(LL) -0.32 12-13 >999 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.92 Vert(TL) -0.60 12-13 >757 180 MT18H 220/195 TCDL 7.0 Rep Stress Incr YES WB 0.82 Horz(TL) 0.17 12 n/a n/a BCLL 0.0* Code IBC2012/TPI2007 (Matrix) Weight:241 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied or 3-3-10 oc puffins, except T3,T4:2x6 DF No.2 end verticals,and 2-0-0 oc purlins(3-7-11 maxi-fi-11 BOT CHORD 2x4 DF No.t&Btr G BOT CHORD Rigid ceiling directly applied or 2-2-0 0 i..PROF WEBS 2x4 OF Std G*Except* WEBS 1 Row at midpt 3-19,8- Te F`Sc4 W7:2x4 DF No.1&Btr G 2 Rows at 1/3 pts 10-1 GJ GIN / ttN. E t MiTek recommends that St.. � :ndYequlred cross . be installed during truss er,•,r., aG SR e�LStilize -Y_ Installation guide. REACTIONS. (lb/size) 12=1647/Mechanical,19=1872/0-5-8 Max Horz 19=351(LC 12) Max Uplift 12=-485(LC 9),19=-391(LC 8) Max Gray 12=2296(LC 26),19=2330(LC 27) 10 -9,,L OREGON QK. 4 FORCES. (lb)-Max.Comp_/Max.Ten.-All forces 250(lb)or less except when shown. •9 Ej Q' TOP CHORD 1-20=-330/550,2-20=-324/556,2-21=-330/517,21-22=320/521,22-23=-317/524, /�L AY ,a� 3-23=-315/541,3-24=-3394/926,24-40=-3286/929,4-40=-3284/930,4-5=3273/935, 'i 13A UL 5-25=-2939/1024,25-26=2865/1027,6-26=2784/1033,6-27=-2674/1241, 27-28=-2674/1241,28-29=-2674/1241,8-29=-2674/1241,8-30=-2167/609, 9-30=-2167/609,9-10=-2167/609,11-12=351/116 EXPIRES: 12/31/2016 BOT CHORD 1-32=-493/291,19-32=-493/291,19-33=-1170/3027,18-33=-1170/3027, 18-34=1182/2975,17-34=-1182/2975,16-17=-1182/2975,15-16=-1029/3021, 15-35=1029/3021,14-35=-1029/3021,14-36=-1029/3021,36-37=-1029/3021, 13-37=-1029/3021,13-38=-609/2167,38-39=-609/2167,12-39=609/2167 WEBS 2-19=423/214,3-19=-3332/971,3-18=-85/331,5-18=-143/303,5-16=-464/184, 6-16=0/493,8-16=-660/512,8-14=0/419,8-13=-1196/556,10-13=-259/1017, pAU 10-12=2870/807 ''c WAS 1-44 NOTES- G' 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCOL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS f� ""� ?0 • (envelope)gable end zone and C-C Exterior(2)0-0-0 to 4-0-3,Interior(1)4-0-3 to 13-5-2,Exterior(2)13-5-2 to 19-1-5,Interior(1)22-3-15 • -12,,k, .. to 36-0-0 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 %er ' 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 rO a 3)Unbalanced snow loads have been considered for this design. ,P Ao.51976 4t 4)Provide adequate drainage to prevent water ponding. O •601$`pEri'" 5)All plates are MT20 plates unless otherwise indicated. S Ci 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ��ONAL�� 7)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will Confitinue t betweenonpagtheeFebruary bgttom chord and any other members,with BCDL=10.0psf. 18,2016 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MI1-7473 rev.101032015 BEFORE USE. Not Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overod !' building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is°Ways required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the Ci fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/IPI1 Quality Criteria,DSB-89 and SCSI Building Component 250 Slug Circle Safety Intormatlon available horn Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741133 B1600175 H06 Half Hip 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:38:16 2016 Page 2 ID:PkD_XJGOgL_6gjCg 1 SXZKzsw50-QxApHtit7vde95KhNsuGzcoYmCNQ?AO?OicdyozjuDL NOTES- 9)Refer to girder(s)for truss to truss connections. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)10=445,17=371. 11)This truss has been designed for a moving concentrated load of 250.01b live and 17.01b dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 12)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 13)Graphical puffin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. • o � IMMO WARNING-Vdesign parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE p01F1173 rev.101032015 BEFORE USE. imut Design valid for use only with MTeket connectors.This design is based only upon parameters shown,and is for on individual budding component,not a truss system.Before use,the budding designer must verify the applicability of design parameters and property incorporate this design into the overall building design.Bracing indicated is to prevent bucking of individual buss web and/or chord members only.Additional temporary and permanent bracing Mi k" is always required for stability and to prevent collapse with possible personal injury and properly damage.For general guidance regarding the �v� fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/Pit Quality Criteria,DSB-89 and BCSI Budding Component 250 Klug Circle Safety InformaBon available ham Truss Plate Institute,218 N.lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 W Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741133 s, 61600175 H06 Half Hip 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:38:16 2016 Page 1 ID:PkD_XJGOgL_6gjCg1 SXZKzsw5O-QxApHtit7vde95KhNsuGzcoYmCNO?AO?OicdyozjuDL 2-2-12 I 7-2-10 I 12-2-8 16.6-0 171-1 f 24-4-2 32-2-2 40-2.0 2-2-12 4-11-14 4-11-14 4-3-8 0-7- 7-2-12 7-10-5 7-11-14 Scale=1:712 5x6 = 4x8 = 4x8= 4x6= 2x4 II 5 ci P 2ifil 6 27 60- r-.228 o0- gn rrl w Z 5-00 12 24..,„,.---------"' 9 3x4 4 j 23 /:;, _ 4x6 N / 4. V ,2 r 21 3 �/ // t- 254 II 19_,_,-20 // 4� 2/ 'S 118.-----r VI ';-'. a_ .-. — __ Tom, 0 :.r 30 ;7 31 16 32 15 14 13 33 3435 3637 12 11 10 3x6= 3x8= 3x4= 4x8= 3x8 — 5x12 MT18H = 2x4 3x6 5x6= z-0-0z- z 9-6-0 I 16-6-0 I 24-4-2 I 32-2-2 I 40-2-0 2-0-00--2 7-5-1 6-9-7 7-10-2 7-10-0 7-11-14 Plate Offsets(X.Y)— [3:0-2-0,0-2-01[5:0-4-0,0-2-0],[10:0-3-0,0-2-12],[17:0-3-9.0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (toc) I/defl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.61 Vert(LL) -0.32 10-11 >999 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.92 Vert(TL) -0.60 10-11 >759 180 MT18H 220/195 TCDL 7.0 Rep Stress Ina YES WB 0.80 Horz(TL) 0.16 10 n/a n/a BCLL 0.0* Code IBC2012/TPI2007 (Matrix) Weight:238 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x6 DF No.2`Except` TOP CHORD Structural wood sheathing directly applied or 3-8-15 oc purlins, except Ti:2x4 DF No.1&Btr G end verticals,and 2-0-0 oc purlins(3-10-11 max 1-9-9_ BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 2-2-0 o • icy.P a."� WEBS 2x4 DF Std G*Except* WEBS 1 Row at midpt 3-17,6-•k�6 Lr 4-0 W7:2x4 DF No.1&Btr G 2 Rows at 1/3 pts 8-10 ..... G1 NE MiTek recommends that St.. :ndcrequired crroo sbTac ,Qi be installed during truss er •e acc�CY tbilize -5". Installation guide. REACTIONS. (lb/size) 10=1582/Mechanical,17=1780/0-5-8 Max Horz 17=305(LC 12) Max Upliftl0=-445(LC 8),17=-371(LC 8) Max Gray 10=2252(LC 26),17=2146(LC 27) h -92 , OREGON p' Q FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown_ '9 Axl RY 16'ti.t ¢ TOP CHORD 1-18=-329/549,2-18=-325/557,2-19=-329/518,19-20=-316/525,20-21=-314/535, � - 3-21=-307/540,3-22=-2797/624,22-23=-2689/624,4-23=2605/632,4-24=-2678/635, PA U - 5-24=-2650/641,5-25=-2465/628,25-26=-2465/628,6-26=-2465/628,6-27=-2116/423, 27-28=-2116/423,7-28=2116/423,7-8=-2116/423,9-10=351/116 BOT CHORD 1-30=-094/290,17-30=-494/290,17-31=-734/2527,16-31=734/2527,16-32=-735/2475, EXPIRES: 12/31/2016 15-32=735/2475,14-15=735/2475,13-14=-621/2916,13-33=621/2916, 12-33=621/2916,12-34=-621/2916,34-35=-621/2916,11-35=621/2916, 11-36=-423/2116,36-37=-423/2116,10-37=423/2116 WEBS 2-17=-522/223,3-17=2798/667,3-16=89/324,416=136/306,4-14=-640/227, 5-14=-44/553,6-14=-654/258,6-12=0/419,6-11=-1060/286,8-11=-82/947, 8-10=-2803/560 PAUL NOTES- 1,� 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS ��WASj.7.,C (envelope)gable end zone and C-C Exterior(2)0-0-0 to 4-0-3,Interior(1)4-0-3 to 10-11-10,Exterior(2)10-11-10 to 16-7-13,Interior(1) ,, / •• 22-3-15 to 36-0-0 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber h`�' �� DOL=1.60 plate grip DOL=1.60 4 s. 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 err • 3)Unbalanced snow loads have been considered for this design. .,.d ` 4 4)Provide adequate drainage to prevent water ponding. It., .4,,51976, 4y 5)All plates are MT20 plates unless otherwise indicated. , 0.tSTER 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. S G 7)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will -40NALE gg�� fit between the bottom chord and any other members,with BCDL=10.0psf. _a)Atlivate rating nr, reduction of 20%has been applied for the green lumber members. February 18,2016 MUMt ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev,101032015 BEFORE USE. ��° Design valid for use only with MireksS connectors.Thu design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall Mire building design.Bracing indicated is to prevent bucklingm of individual truss web and/or chord members only.Additional temporary and permanent bracing MiT®kg is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/1P11 Quality Criteria,D5S-89 and SCSI Sanding Component 250 Wog Circle Safely Information available from Truss Plate Institute,218 N.lee Street,Suite 312,Alexandria,VA 223t4. Corona,CA 92880 4 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741132 81600175 H05 Common 3 1 Job Reference(optional) .e- Pro-Build Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:38:15 2016 Page 1 ID:PkD_XJGOgL_6glCg 1 SXZKzsw5O-ykcR4XhFMb V oXylU p9N 1 ROFLAo 14GoGrA2t3QLzjuDM 1 2-2-12 1 8-8-10 15-3-4 21-9-14 28-4-8 I 2-2-12 6-5-14 6-6-10 6-6-10 6-6-10 Scale:1l4'=1' 4x4= 4 PA 5.00 12 Y17 29 ~��\\x4 \ 5 'j 4, \\ •• 14,,,,„..>„..„--- '\\ / -\\ 19 2x4 13 \\ / \ 2x4 2 %/ \ s 12 / \� ,a 1 N 20 y: 30 21 10 22 9 23 24 25 26 8 27 31 11 7 3x4 — 3x6= 3x4— 3x4 — 3x4= 3x6 = 1 2-0-0 2--12 10-3-4 20-3-4 28-4-8 I 2-0-0 0-2-12 8-0-8 10-0-0 8-1-4 Plate Offsets(X,Y)-13:0-1-8.0-2-01.[5:0-1-4,0-2-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/dell L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.72 Vert(LL) -0.49 8-10 >640 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 1.00 Vert(TL) -0.89 8-10 >349 180 TCDL 7.0 Rep Stress Ina YES WB 0.47 Horz(TL) 0.06 7 n/a n/a BCLL 0.0* BCDL 10.0 Code IBC20127TP12007 (Matrix) Weight:135 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-9-12 oc purlins, except BOT CHORD 2x4 OF No.1&Btr G end verticals. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 2-2-0 o iett.p DF QV WEBS 1 Row at midpt 3-11,5- k k- MiTek recommends that Stab.'f�- ,.r.r�'�.T�4'-A!Mrr-.�: 'j, be installed during truss ere,pny1I . +dance with S..Ili Installation±uide_ REACTIONS. (lb/size) 11=1287/0-5-8,7=1084/0-3-8 ak . • III Max Horz 11=149(LC 12) Max Uplift11=-296(LC 12),7=-239(LC 13) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. . >\(0 TOP CHORD 1-12=-348/557,2-12=-342/564,2-13=-348/525,13-14=-333/526,3-14=317/556, - ' 'N/ 5',OREGON O Q" 3-15=-1605/414,15-28=1523/423,16-28=-1516/424,4-16=-1507/431,4-17=-1534/461, -57 �A 6 r'rQ` 17-29=-1545/453,18-29=-1553/452,5-18=-1650/444,6-7=-301/111 /� AR W BOT CHORD 1-20=-499/307,11-20=-499/307,11-30=-389/1489,21-30=-389/1489,10-21=-389/1489, PA U L �\ 10-22=-176/1077,9-22=-176/1077,9-23=-176/1077,23-24=-176/1077,24-25=176/1077, 25-26=-176/1077,8-26=-176/1077,8-27=335/1538,27-31=335/1538,7-31=-335/1538 WEBS 2-11=-354/235,3-11=1599/465,3-10=-316/273,4-10=-173/594,4-8=-178/655, EXPIRES: 12/31/2016 5-8=-343/286,5-7=-1774/386 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111 mph;TCDL=4.2psf;BCDL=6.0psf h=25ft;Cat.II;Exp 8;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 12-3-4,Exterior(2)12-3-4 to 15-3-4,Interior(1)18-3-4 to 25-2-12 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate "'AUL grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 OV WASps, 3)Unbalanced snow loads have been considered for this design. �Q Q 4)This truss has been designed for 10.0 psf bottom chord live load nonconcurrent with any other live loads. ��Q t �p • 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will - E 1, • fit between the bottom chord and any other members,with BCDL=10.0psf. / : Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741131 , B1600175 H04 California 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:38:14 2016 Page 2 ID:PkD_XJGOgL_6gjCg t SXZKzsw5O-UY23sBgdbHNxwoAIGSsouBj8AOkaXDOixO7W uvzjuDN NOTES- 11)Graphical purtin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)335 lb down and 259 lb up at 14-0-0 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-64,3-6=-64,5-8=64,9-11=-64,11-13=-64,1-14=20 Concentrated Loads(lb) Vert:27=-236 e � N ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MR-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and is for on individual building component,not .. a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Miele is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPIt Quality Criteria,058-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 4 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741131 81600175 H04 California 1 1 Job Reference(optional) >r Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:38:14 2016 Page 1 ID:PkD_XJGOgL_6gjCg1 SXZKzsw5O-UY23sBgdbHNxwoAIGSsouBjBAOkaXDOixO7W uvzjuDN 15-3-4 16-9-9 2-2-12 1 9-5-15 13-8-15 13-10..15 1 16-7-9 9 I 1 21-0-9 24-4-4 28-4-8 2-2-12 7-3-3 4-3-0 0-201-4-5 1-4-54210 4-3-0 3-3-11 4-0-4 Scale=1 49.7 2x4 II 9 2x4 II 4 6 10 \.'8.•-•---1-:,„,,,-----....,...,_,..: 5.00 12 4x6 25 377x8= 32 4x6 C 24 214 II s®9.l- Da [54 �� 3 ✓ 26 27 't 30 31 11 \\3 3x8 22 23 / 7 4 II \\1234 • ��, 35 Y 4x6 / ��\6 2x4 N 2' / 13 r 2 / o I20 iriji \,,,.--'14 37 Fl 38 18 17 16 39 15 40 6 1914 3x4= 2x4 II 4x12= 5x8 WB= 2x4 II 3x8 = 3x8= 1 2-0-0 2-$-112 9-5-15. 15-3-4 21-0-9 I 28-4-8 1 2-0-0 0-3-12 7-3-3 5-9-5 5-9-5 7-3-15 Plate Offsets(X,Y)— [2:0-2-12,0-1-121.j18:0-3-8.0-1-121,[19:0-2-4,0-1-01 LOADING(psf) TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (lac) I/deft Ud PLATES GRIP (Roof Snow 25.0) Plate Grip DOL 1.15 TC 0.93 Vert(LL) -0.24 14-15 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.82 Vert(TL) -0.45 14-15 >687 180 BCLL 0.0' Rep Stress Incr YES WB 0.98 Horz(TL) 0.09 14 n/a nia BCDL 10.0 Code IBC2012/TP12007 (Matrix) Weight:155 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-10-11 oc purlins, BOT CHORD 2x4 DF No.1&Btr G except end verticals,and 2-0-0 oc purlins(3-7-2.max..i_3-11. WEBS 2x4 DF Std G*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 o inp.p Roc. W2:2x4 DF No.1&Btr G MiTek recommends that Stabil- .1M.. - . - Ice 4 OTHERS 2x4 DF No.1&Btr G be installed during truss erect-.r1.4p...o •,- ...+. e f2 Installation guide. C? le' REACTIONS. (lb/size) 19=1436/0-5-8,14=1211/0-3-8 89782 P E -57� Max Horz 19=138(LC 12) Max Upliftl9=-361(LC 12),14=291(LC 13) Max Gray 19=2128(LC 30),14=1778(LC 30) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown -' -. OREGON '*40 TOP CHORD 1-20=-317/557,2-20=-305/563,2-21=-2952/612,21-22=-2800/621,22-23=-2798/621, y 4j6/ 22Q` 3-23=-2778/632,3-26=-2594/739,5-26=-2594/739,5-27=-2594/739,27-28=-25941739, '4RY '1 • le,Q 7-28=-2594/739,7-29=-2486/730,29-30=-2486/730,8-30=-2486/730,8-31=24867730, Rh i 11-31=-2486/730,11-33=-2609/642,12-33=2734/632,13-14=291/81 AA UL BOT CHORD 1-37=-098/285,19-37=-498/285,19-38=-498/285,18-38=-498/285,17-18=-775/3190, 16-17=-775/3190,16-39=-775/3190,15-39=775/3190,15-40=-489/2249, 14-40=-489/2249 EXPIRES: 12/31/2016 WEBS 2-19=2001/570,2-18=-577/2356,3-18=-18/378,7-18=-783/320,7-16=0/363, 7-15=-858/331,11-15=-82/453,12-15=-37/316,12-14=-2725/593,4-5=279/128 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=42psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 9-7-12,Exterior(2)9-7-12 to 20-10-12,Interior(1) PAUL RI 20-10-12 to 25-2-12 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber il� DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 4w0 W k>,C, 3)Unbalanced snow loads have been considered for this design- ,4' ;.'`4 0� - 4)Provide adequate drainage to prevent water ponding. t �` • 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. %.,/ 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. rd ' 4' 7)A plate rating reduction of 20%has been applied for the green lumber members. ,P ,fir 51976 ,E w• 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb)19=361, C)..41.., 4'GISTE , $' 14=291. S 9)This truss has been designed for a moving concentrated load of 250.OIb live and 17.0lb dead located at all mid panels and at all panel S1OATAL' rJ points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 10 Fix eheels9 oponllv Member end fixity model was used in the analysis and design of this truss.ContinuFebruary 18,2016 4 9 itn- ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MiTEK REFERENCE PAGE M8-7473 rev.104)312015 BEFORE USE. * Design valid for use only with Mink®connectors.This design is based only upon parameters shown,and is for an individual building component,riot a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design into the overall �y building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,558-89 and SCSI Budding Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741130 B1600175 1-103 California 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:38:12 2016 Page 2 ID:PkD_XJG0gL_6gjCg1SXZKzsw5O-XAwJRVIN3g7DgUOv81pKpmdpcb283JhPT4ePplzjuDP NOTES- 9)This truss has been designed for a moving concentrated load of 250.0Ib live and 17.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)128 lb down and 175 lb up at 12-0-0 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-64,3-4=-64,3-6=-64,6-7=64,6-9=-64,1-10=-20 Concentrated Loads(Ib) Vert:21=-29 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MR-7473 me.10/0320f5 BEFORE USE. Nur Design sold for use only with MiTekA connectors.This design is based only upon parameters shown,and is for on individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mel(' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPit Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety information available from Truss Plate Institute,218 N.lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 r` Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741130 B1600175 1103 California 1 1 Job Reference(optional) i-- Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:38:12 2016 Page 1 ID:PkD_XJGogL_6gjCg1SXZKzsw50-XAwJRVIN3g7DgUOv81 pKpmdpcb283JhPT4ePplzjuDP I 2-2-12 1 9-5-15 1 11-10-15 1 15-3-4 ___� 18-7-9 1 21-0-9 l 24-10-2 28-4-8 I 2-2-12 7-3-3 2-5-0 3-4-5 3-4-5 2-5-0 3-9-9 3-6-6 Scale=1:50.1 4x6% 4 7 3x8= C . 4x6 5.00 112 �\ 3 �\ 2.,_,,,,,,), 3•'`,>s 2,22 237,2747/f e I 25 26 27 6 28 3 x 8 19 .----- \___._ 8 di 4x6% 18 : 29 2x4 N N ,1: 2 17 \930 v 1 ,%h _ _ 1;i-i o a� I..31 ti 32 14 13 12 33 11 34 15 10 3x4= 2x4 II 5x10 = 5x8 WB= 2x4 II 3x8 = 5x6= I 2-0-0 2-2-I12 _ 9-5-15 15-3-4 I 21-0-9 _28-4-8 I 2-0-0 0412 7-3-3 -, - - - Plate Offsets(X,Y)— [2:0-2-4.0-1-121.[10:0-3-0,0-2-121[14:0-1-12,0-1-81,[15:0-2-4.0-1-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.87 Vert(LL) -0.24 10-11 >999 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.82 Vert(TL) -0.46 10-11 >686 180 TCDL 7.0 Rep Stress Inez YES WB 0.97 Horz(TL) 0.08 10 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 (Matrix) Weight:145 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied, except end verticals,and BOT CHORD 2x4 DF No.1&Btr G 2-0-0 oc purlins(2-8-10 max.):3-6. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 6-0-0 0 + OTHERS 2x4 DF No.1&Btr G WEBS 1 Row at midpt 2-14 cQ• PR OFFS 42 MiTek recommends that Stab-"�r �•. •.r-=. `. be installed during truss ere,µrrr/ii ....dance with S..dl 'fi g Installation guide. Cc- 89782 P E REACTIONS. (lb/size) 15=1450/0-5-8,10=1240/0-3-8 Max Horz 15=122(LC 12) Max Uplift 15=-351(LC 8),10=-276(LC 9) Max Gray 15=2107(LC 30),10=1756(LC 30) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. 9/1OREGON O tZ- TOP CHORD 1-16=-330/542,2-16=-319/548,2-17=-2877/1178,17-18=-2846/1180,18-19=-2726/1181, 19-20=-2714/1192,3-20=-2655/1198,3-21=-2521/1366,21-22=-2521/1366, �/�t CRY ��•°,4�j¢ 22-23=-2521/1366,23-24=-2521/1366,5-24=-2521/1366,5-25=-2483/1396, ,1 PAUL ck 25-26=-2483/1396,26-27=2483/1396,6-27=-2483/1396,6-28=-2580/1218, 8-28=-2725/1213,9-10=-288/102 DOT CHORD 1-31=-483/354,15-31=483/354,15-32=483/354,14-32=483/354,13-14=-1211/2881, EXPIRES: 12/31/2016 12-13=1211/2881,12-33=-1211/2881,11-33=-1211(2881,11-34=-791/2120, 10-34=-791/2120 WEBS 2-15=-1983(783,2-14=-1206/2201,3-14=12/348,5-14=-782/202,5-12=0/364, 5-11=-708/198,6-11=-5/342,8-11=339/498,8-10=-2621/977 NOTES- PAUL L 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.It;Exp B;enclosed;MWFRS + (envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 7-8-0,Exterior(2)7-8-0 to 11-10-15,Interior(1) • Of WAS, 13-10-10 to 16-7-14,Exterior(2)18-7-9 to 28-2-12 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for 'W reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 • ' °�„.. C�. . 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 I 3)Unbalanced snow loads have been considered for this design. / 4)Provide adequate drainage to prevent water ponding. ^�r 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. , • 4 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ,,t,„51976,„0 W fit between the bottom chord and any other members. '�, . 0.is e 7)A plate rating reduction of 20%has been applied for the green lumber members. J' G 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)15=351, S1OIVALe� 10=276. Continued on page 2 February 18,2016 I 8 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev,10/03/2015 BEFORE USE. Design valid for use only with M7ek®connectors.this design is based only upon parameters shown,and is for an individual building component,not p a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mitek° always is required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the iv fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Qualify Criteria,DSS-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741129 B1600175 - H02 California 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:38:10 2016 Page 2 ID:PkD_XjGOgL_6gjCglSXZKzsw5O-bnoYl pd6X3tVRAtXlcnskLYRZnMibUb60m91k8z}uDR NOTES- 12)Graphical puffin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)142 lb down and 180 lb up at 9-11-10,and 118 lb down and 136 lb up at 12-0-12,and 194 lb down and 183 lb up at 14-0-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=64,3-5=64,5-7=-64,1-8=-20 Concentrated Loads(Ib) Vert:19=-43 20=52 22=-124 • • t I ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MIL7473 rev.10f032015 BEFORE USE. immt Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,038-89 and SCSI Beading Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741129 B1600175 H02 California 1 1 Job Reference(optional) "f Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:38:10 2016 Page 1 ID:PkD_XjGOgL_6gjCg1SXZKzsw5O-bnoY1 pd6X3tVRAtXlcnskLYRZnMibUb60m91k8zjuDR 1 2-2-12 I 9-5-15 9-1015 15-3-4 1 20-7-9 21-019 24-10-2 1 28-4-8 1 2-2-12 7-3-3 0-5-0 5-4-5 5-4-5 0-5-0 3-9-9 3-6-6 Scale=1:50.0 5x12 MT18H 3z8 = 4x6 0 5.00 112 3 9 em 2021 .5 22 �4 23 24 ly �' 25 17 18 //�✓� \\\_ 3x6 Yd 3x8 �t6 / " \ 26 2x4 II N / \ 7 v 1 14 —_--__t5 2 _ 1"-`7.' 27 2A 26 12 11 10 29 9 30 K 13 8 3x4% 2x4 II 4x12 = 5x8 WB 2x4 11 3x8= 3x6= 1 2-0-0 2-2112 9-5-15 15-3-4 21-0-9 28-4-8 1 2-0-0 0--12 7-3-3 5-9-5 5-9-5 7-3-15 Plate Offsets(X,Y)— [1:0-3-1.0-1-8].[3:0-3-10,0-2-8],[5:0-2-8,0-2-0J,112;0-3-0,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (too) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.97 Vert(LL) -0.24 8-9 >999 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.82 Vert(TL) -0.45 8-9 >688 180 MT18H 220/195 TCDL 7.0 Rep Stress Inez YES WB 0.69 Horz(TL) 0.07 8 n/a n/a BCLL 0.0* BCDL 10.0 Code IBC2012/TPI2007 (Matrix) Weight:139 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied, except end verticals,and BOT CHORD 2x4 DF No.1&Btr G 2-0-0 oc purlins(3-7-11 max.):3-5. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 6-0-0 o e• 0•.PRO/ OTHERS 2x4 DF No.t&Btr G MiTek recommends that Stabili - 4., ji . 1";..� be installed during truss erecn.5ip.7"7; •,. V .,, . Installation guide. C? REACTIONS. (lb/size) 13=1417/0-5-8,8=1173/0-3-8 Max Horz 13=101(LC 74) SI 89782PEla Max Uplift13=-360(LC 12),8=-261(LC 13) Max Gray 13=1829(LC 30),8=1405(LC 30) FORCES. (Ib)-Max.Comp./Max.Ten..-All forces 250(lb)or less except when shown. C— X40 TOP CHORD 1-14=-371/530,14-15=-334/532,2-15=-329/538,2-16=-2255/535,16-17=-2126/542, A -9 OREGON o 17-18=-2104/544,3-18=-2072/553,3-19=1921/564,19-20=1921/564,20-21=-1921/564, y� 2�q ? Q� 21-22=-1921/564,4-22=-1921/564,4-23=-1747/572,23-24=1747/572,5-24=-1747/572, /� Fly ��j 5-25=-1886/584,6-25=-1980/579,7-8=-285/57 F'A U.- R\ BOT CHORD 1-27=-471/416,13-27=-471/416,13-28=-471/416,12-28=-471/416,11-12=615/2278, 10-11=-615/2278,10-29=615/2278,9-29=-615/2278,9-30=-482/1675,8-30=482/1675 WEBS 2-13=-1737/579,2-12=-389/1524,3-12=-18/409,4-12=-836/234,4-10=0/363, EXPIRES: 12/31/2016 4-9=-728/261,5-9=-63/440,6-9=45/414,6-8=-2070/596 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.ll;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 5-4-13,Exterior(2)5-4-13 to 9-7-12,Interior(1) 13-10-10 to 16-7-14,Exterior(2)20-10-12 to 28-2-12 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 pAU L v� 2)TCLL ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 'Qv WA3N', 3)Unbalanced snow loads have been considered for this design. C 4)Provide adequate drainage to prevent water ponding. t- w.� ✓'a 5)All plates are MT20 plates unless otherwise indicated. •' *' 1, • 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads_ `<] -• 7)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall try 2-0-0 wide will :it fit between the bottom chord and any other members. ,T A 8)A plate rating reduction of 20%has been applied for the green lumber members. •1' 519'6,0 w� 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)13=360, O ' 01STV1u' Ov 8=261. 10)This truss has been designed for a moving concentrated load of 250.O1b live and 17.0lb dead located at all mid panels and at all panel SSIQNALE�G points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 11)Contin ixheels ploonnly""2 Member end fixity model was used in the analysis and design of this truss. February 18,2016 1 e ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 ree.10/03,2015 BEFORE USE. NI Design void for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the nri ®RR.. fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741128 B1600175 1-101 California Girder 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:38:08 2016 Page 2 ID:PkD_XjGOgL_6gjCg1 SXZKzsw5O-fOhocabs9RdnCtj8vBIOfwTANziT7XUpZSgCgFzjuDT NOTES- 10)This truss has been designed for a moving concentrated load of 250.01b live and 17.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 11)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13)Use Simpson Strong-Tie LUS24(4-10d Girder,2-10d Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max.starting at 8-0-12 from the left end to 15-6-12 to connect truss(es)to front face of bottom chord. 14)Fill alt nail holes where hanger is in contact with lumber. 15)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)218 lb down and 163 lb up at 10-0-12,209 lb down and 171 lb up at 12-0-12,and 185 lb down and 178 lb up at 14-0-12,and 501 lb down and 146 lb up at 7-11-10 on top chord. The design/selection of such connection device(s)is the responsibility of others. 16)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert 1-3=-64,3-7=64,7-9=-64,1-10=-20 Concentrated Loads(Ib) Vert:12=-1209(F)19=-501 21=-152 22=-139 24=-115 28=-33(F)30=-33(F)31=-32(F)33=-52(F) ®WARNING-Verify design parameters and READ NOTES ON THIS AND iMCLUDED MITEK REFERENCE PAGE MII-7473 rev.1O/03/2015 BEFORE USE. Design valid for use only with Milekk connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall MiTek: building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MMT k" is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/DM Quality Criteria,DSB-89 and SCSI Budding Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 4 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741128 91600175 H01 California Girder 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,tnc. Thu Feb 18 12:38:08 2016 Page 1 ID:PkD_XjGOgL_6gjCg1 SXZKzsw5O-fOhocabs?RdnCtj8vBlOfwTANziT7XUpZSgCgFzjuDT I 2-2-12 i 7-3-10 7-110-115 11-5--3 +- 15-6-12 19-4-13 22-7-9 23-2-14 25-4-14 28-4-8 i 2-2-12 5-0-14 0-7-5 3-6-4 4-1-9 3-10-1 3-2-12 0-7-5 2-2-0 2-11-10 Scale=1:49.8 7x14 MT18H= 2x4 II 3x4 = 4x8 = 5x8 5.00112 q i 9 21 41 22 rA3 24 4 p- 25 I� 4x8 C 4 --s.' n ` \ 8 18 4x12 • -` \\ 2x4 I v �/� �r 2 \` <7, fA-p�4b Z1 ----- 0 0 o I o •o rS nn nn nn nn t 26 27 t5 28 29 14 303 31 32 33 12 34 11 35 16 10 3x4 = 3x6 H 8x8 = 5x12 MT18H= LUS24 8x8= 4x8= 5x6= LUS24 LUS24 4x12 = LUS24 LUS24 I 2-0-0 2--127-3-10_ 1 11-5-3 I 15-6-12 I 23-2-14 28-4-8 H 2-0-0 0-2-12 5-0-14 4-1-9 4-1-9 7-8-2 5-1-10 Plate Offsets(X,Y)- [2:0-4-0,0-1-12],[3:0-10-4,0-2-4],[7:0-2-12,0-2-8],[10:0-3-0,0-2-12],[11:0-2-7,0-1-12],[12:0-3-9,0-4-8],[13:0-5-15,0-1-12],[14:0-4-15,0-2-8],[15:0-3-9,0-4-0], [16:0-4-0,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. . DEFL. in (loc) I/defl L/d PLATES GRIP TOLL 25.0 Plate Grip DOL 1-15 TC 0.70 Vert(LL) -0.26 12 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0,74 Vert(TL) -0.54 12 >575 180 MT18H 220/195 TCDL 7,0 Rep Stress Incr NO WB 0.86 Horz(TL) 0.12 10 n/a n/a BCLL 0.0* Code IBC2012/TP12007 (Matrix) Weight:169 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G`Except' TOP CHORD Structural wood sheathing directly applied ort-:-: • •urlins, except T2:2x6 DF No.2 end verticals,and 2-0-0 oc purlins(2-8- - 1 of BOT CHORD 2x6 DF No.2*Except* BOT CHORD Rigid ceiling directly applied or 6-0:.{•gQa:t• F B2:2x6 DF 2250F 1.7E WEBS 1 Row at midpt 6-11 �GJ• �G[]�j IL., ',.:2 WEBS 2x4 DF Std G`Except` MiTek recommends that St.: ...war :norrequired �croossssb�afac t?j W2,W4:2x4 DF No.1&Btr G be installed during trusser ,,. le9 acctf% iL f tbilize -S- Installation guide. LS REACTIONS. (lb/size) 16=2619/0-5-8,10=2018/0-3-8 Max Horz 16=79(LC 10) Max Uplift 16=-764(LC 6),10=-565(LC 7) Max Gray 16=2830(LC 28),10=2107(LC 27) v h '. 174/0 OREGON c> -0- FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown- lie? .q R .1 S 2�Q. TOP CHORD 1-17=-358/487,2-17=-3391492,2-18=-4379/1233,3-18=-4343/1239,3 19=6152/1848, � i 19-20=6152/1848,20-21=-6152/1848,4-21=6152/1848,4-22=-6152/1848, PA U L R 22-23=-6152/1848,23-24=-6152/1848,5-24=-6152/1848,5-6=-7026/2047, 6-25=-3443/946,7-25=-3443/946,7-8=-3703/1005,9-10=-289/54 BOT CHORD 1-26=-442/343,16-26=-442/343,16-27=-442/343,15-27=-442/343,15-28=-1125/4084, EXPIRES: 12/31/2016 28-29=1125/4084,29-30=-1125/4084,14-30=1125/4084,13-14=-1125/4084, 13-31=1984/7026,31-32=-1984/7026,32-33=1984/7026,12-33=-1984/7026, 12-34=-1523/5539,11-34=-1523/5539,11-35=734/2716,10-35=734/2716 WEBS 2-16=2572/736,2-15=-1028/3765,3-15=-627/286,3-13=-814/2558,4-13=-696/395, 5-13=1067/296,5-12=-140/289,6-12=607/1944,7-11=243/982,6-11=-2625/805, 8-11=-228/1080,8-10=-3382/914 pAUL NOTES- 4v WASpr, 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS "..r C>, (envelope)gable end zone;cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 r 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 ."°.' 3)Unbalanced snow loads have been considered for this design. / _. 4)Provide adequate drainage to prevent water ponding. ` 5)All plates are MT20 plates unless otherwise indicated- ,,p > 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcun-ent with any other live loads. ,^P� 4,�51976,0 G,r 7)*This truss has been designed for a live Iced of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will , , GfSTR ' fit between the bottom chord and any other members. 8)A plate rating reduction of 20%has been applied for the green lumber members. s`SIONAL0 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)16=764, Continued on page 2Y Februar 18,2016 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEN REFERENCE PAGE MH-7473 rev.10/03/2015 BEFORE USE. MN Design void for use only with Mitek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design.Bracing indicated is to prevent bucking of individual tans web and/or chord members only.Additional temporary and permanent bracing MiTele is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the ii fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/PI1 Quality Critedo,DSB-89 and BCSI Budding Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741127 B1600175 G20 Roof Special 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc_ Thu Feb 18 12:38:07 2016 Page 2 ID:PkD_XJGOgL_6gjCg 1 SXZKzsw5O-BC7QOobEE8Vwaj8yLUE96iw7haJjO4QgKoxe8pzjuDU NOTES- 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. � e n4 WARNING-Verlfy design parameters and READ NOTES ON THIS AND INCLUDED NITER PAGE M11-7473 rev.10/03/2815 BEFORE USE. Noir Design valid for use only with Millek43 connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek° is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPit Qualify Criteria,DSS-89 and SCSI Budding Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 4 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741127 B1600175 020 Roof Special 1 1 Job Reference(optional) F Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc.Thu Feb 18 12:38:07 2016 Page 1 ID:PkD_X_IGOgL_6gjCg1SXZKzsw5O-BC7QOobEE8Vwaj8yLUE96iwThaJjO4QgKoxe8pzjuDU I 7-7-13 I 15-0-0 i 18-1-3 11-7 23-6-9 29-1-0 7-7-13 7-4-4 3-1-3 0-0- 4-11-0 5-6-7 Scale=1:52.6 4x6= 2x4 II 4x4= 5x8// s 14 vs ors rii re c...46 1�� 2 18 r4' 5.00 12 Ii ° .ti til 20 21 3x4 5 ::,\ 22 c �� �„1-. 23 4 \ 24 4x6 C 13 25 12 8x8 26 11 28 / o 2x4 I I 4x12= / N I?: — 10 9 8 7 2x4 I I 4x8= 3x6 = 2x4 II • H 7-7-13 1 15-0-0 18-7-9 23-6-9 1 29-1-0 1 7-7-13 7-4-4 3-7-9 4-11-0 5-6-7 Plate Offsets(KY)— [1:0-2-0.0-1-12].[4:0-2-12,0-2-0],[8:0-2-8,0-1-8],[9:0-2-12,0-1-8],[11:0-6-0,0-3-8].112:0-5-8,0-1-12] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft flit PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.69 Vert(LL) -0.30 11-12 >999 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.90 Vert TCDL 7.0 (TL) -0.56 11-12 >615 180 BCLL 0.0* Rep Stress InaYES WB 0.85 Horz(TL) 0.09 7 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix) Weight:190 lb FT=10 LUMBER- BRACING- TOP CHORD 2x6 DF No.2*Except* TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins, except T2.2x4 DF No.1&Btr G end verticals,and 2-0-0 oc purlins(4-7-10 max.,L14 BOT CHORD 2x4 DF No.1&Btr G*Except" BOT CHORD Rigid ceiling directly applied or 6-0-0 o imp.P R Off, B2:2x4 DF Std G WEBS 1 Row at midpt 3-12 4c5 Lr es WEBS 2x4 DF Std G"Except* MiTek recommends that Stab' . •. r - .t:4 W2:2x4 DF No.1&Btr G be installed during truss ere,{ ir . .. .. -. /fj Installation guide. `W✓ '37 REACTIONS. (lb/size) 13=1209/Mechanical,7=1209/0-5-8 Nil •_ • s' VII Max Horz 13=-188(LC 13) Max Uplift13=341(LC 9),7=-231(LC 9) Max Gray 13=1734(LC 26),7=1410(LC 27) FORCES_ (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 174/0 OREGON pA� TOP CHORD 1-13=-1676/374,1-14=-2056/408,14-15=2056f408,2-15=2056/408,2-16=2056/408, -9 fj,�' Q. 16-17=-2056/408,3-17=-2056/408,3-18=2372/518,18-19=2372/518,4-19=-2372/518, /9 RY ��4s 4-20=-1509/391,20-21=-1516/385,5-21=-1542/378,5-22=-1241/321,22-23=-1295/314, �'SS 'A UI 23-24=-1308/313,6-24=-1400/310,6-7=-1364/325 BOT CHORD 12-26=-373/2378,11-26=-373/2379,3-11=-431/188,9-28=-245/1232,8-28=-245/1232 WEBS 1-12=-487/2457,2-12=-971/318,3-12=530/169,9-11=-249/1644,4-11=-278/1664, EXPIRES: 12/31/2016 4-9=-982/180,5-9=-183/332,5-8=-506/197,6-8=-275/1379 NOTES- 1)Wind:ASCE 7-10;Vult=l4omph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf,h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)0-1-13 to 3-1-13,Interior(1)3-1-13 to 15-5-12,Exterior(2)15-5-12 to 18-5-12,Interior(1) 21-5-12 to 25-11-4 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber pAUL DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 O,t WA8141 3)Unbalanced snow loads have been considered for this design. �� C 4)Provide adequate drainage to prevent water ponding. �t h *I 6>�p 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 84,17- i1 `2` 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will \ fit between the bottom chord and any other members. 7)A plate rating reduction of 20%has been applied for the green lumber members. ;et' 8)Refer to girder(s)for truss to truss connections. A� 51976 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)13=341, ��% cisTER 7=231. 016 10)This truss has been designed for a moving concentrated load of 250.OIb live and 17.01b dead located at all mid panels and at all panel s'310NAL— pointts along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 11) Continued llon ponly 2Member end fixity model was used in the analysis and design of this truss. February 18,2016 t t mu WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE At11-7473 rev_10M3/2015 BEFORE USE. Design valid for use only with MiTekSs connectors.This design is based only upon parameters shown,and is for an individual building component,riot a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overact building design.Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing 11 iTek° is always required for stability and to prevent collapse with possible personal injury and properly damage.For general guidance regarding the 1V! IiAR fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/rPll QuaBty Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741126 -1. B1600175 G19 Roof Special 1 1 Job Reference o.tionat Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:38:05 2016 Page 2 ID:PkD_XJGOgL_6gjCg1 SXZKzsw5O-Ep?fz6Z_iW FCLP_ZE3Bh11-IrevmdAw9VNsUSY3xzjuDW NOTES- 11)This truss has been designed for a moving concentrated load of 250.01b live and 17.O1b dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 12)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 13)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 1 � WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a Inns system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MlTek° is always required for stability and to prevent collapse with possible personal injury and properly damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPIU Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Nate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 fi. Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741126 B1600175 G19 Roof Special 1 1 Job Reference(optional) r' Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:38:05 2016 Page 1 ID:PkD_XJGOgL_6gjCg1 SXZKzsw50-Ep?fz6Z_iW FCLP_ZE3Bh 1 HrevmdAw9VNsUSY3xzjuDW I 7-7-13 I— 15-0-0 I16-1-31 18-7-9 1 23-6-9 I 29-1-0 I 7-7-13 7-4-4 1-1-3 2-6-6 4-11-0 5-6-7 Scale=1:52.6 5 22 4x6= 2x4 H 4x4= 5x8 Ii IA 2 g 5.00 12 k. at pi Pi �5 t� y �i, 23 0 15 16 17 18 19 20 21 - 1 \\ 24 \\�\5 3x4 \ 40 6 r \- � 26 \ / ���� 27 5x72 MT78H r 7 14 28 13 29 12 31 8x12 0 3x6 II 4x12 = ' �/ d 11 10 9 8 2x4 H 4x12 = 3x8 = 3x6 II I 7-7-13 I 15-0-0 I 18-7-9 I 23-6-9 29-1-0 ._ I 7-7-13 7-4-4 3-7-9 4-11-0 5-6-7 Plate Offsets(X,Y)- [1:0-2-0.0-1-12].[4:0-3-0,0-2-8].[9:0-3-8.0-1-8],[10:0-4-8.0-2-0],[13:0-5-12.0-1-12] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (too) 1/deft lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1-15 TC 0.71 Vert(LL) -0.30 12-13 >999 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.90 Vert(TL) -0.57 12-13 >610 180 MT18H 220/195 BCDL 0.0`L 7.0 Rep Stress Ina- YES WB 0.94 Horz TL) 0.09 8 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 (Matrix) Weight:193 lb FT=10% LUMBER- BRACING- TOP CHORD 2x6 DF No.2*Except* TOP CHORD Structural wood sheathing directly applied or 4-2-2 oc purlins, except T2:2x4 DF No.1&Btr G end verticals,and 2-0-0 oc purlins(4-6-10 m. DOT CHORD 2x4 OF No.1&Btr G*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 o y'-P R OF B2:2x4 DF Std G WEBS 1 Row at midpt 3-13 _ 4.0 WEBS 2x4 DF Std G*Except* MiTek recommends that Stab'.- s...0.45;M:'74- 4:42 W2:2x4 DF No.1&Btr G be installed during truss ere,(r tr - ..dance with S..Ili .. 1/ Installation guide. `4 -S9 REACTIONS. (lb/size) 14=1271/Mechanical,8=1300/0-5-8 +� •s _• WI Max Horz 14=-232(LC 13) Max Uplift 14=-380(LC 8),8=-254(LC 13) . Max Gray 14=1776(LC 26),8=1705(LC 27) FORCES. (Ib)-Max.ComplMax.Ten.-All forces 250(Ib)or less except when shown. A 1711/4/ OREGONO4i TOP CHORD 1-14=-1718/519,1-15=-21211632,15-16=2121/632,2-16=2121/632,2-17=-2121/632, 9 �L� r'lQ. 17-18=-2121/632,3-18=-2121/632,3-19=-2503/1028,19-20=-250311028, RY V 20-21=-2503/1028,4-21=-2503/1028,4-23=-1624/680,23-24=-1628/678, ,�A U L plt 24-25=-1706/672,6-25=-1806/668,6-26=1632/482,26-27=-1645/475,7-27=-1737/474, 7-8=-1660/480 BOT CHORD 14-28=-47/351,13-28=-47/351,13-29=-68012510,12-29=-680/2510,3-12=-401/259, EXPIRES: 12/31/2016 10-31=-386/1538,9-31=386/1538 WEBS 1-13=-755/2534,2-13=-971/318,3-13=-913/476,10-12=-624/1858,4-12=-282/1706, 4-10=-1088/517,6-10=-206/391,6-9=-660/267,7-9=432/1722 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS PAUL (envelope)gable end zone and C-C Exterior(2)0-1-13 to 3-1-13,Interior(1)3-1-13 to 15-5-12,Exterior(2)15-5-12 to 18-5-12,Interior(1) t V� 19-1-3 to 25-11-4 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber "'of WAS]4�, DOL=1.60 plate grip DOL=1.60 • C✓ 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 f.Q - 3}Unbalanced snow loads have been considered for this design. • mss, 4)Provide adequate drainage toprevent water ponding. `• e9 j ., 5)All plates are MT20 plates unless otherwise indicated. ir 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,. /~f*` 7)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will �+ .p,51976 W fit between the bottom chord and any other members. k{;rS I EgL� V 8)A plate rating reduction of 20%has been applied for the green lumber members. 1' 9)Refer to girder(s)for truss to truss connections. ���ONALE�G 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at]oint(s)except{t=lb) 14=380p-age Continued0n 2 February 18,2016 t I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-74T3 my.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for on individual building component,notMN a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overal building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing (Y�B iTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the 1C fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Bulding Component 250 Klug Circle Safety information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741125 .1 81600175 G18 Roof Special 4 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc_Thu Feb 18 12:38:04 2016 Page 1 lD:PkD_XjGOgL_691Cg1 SXZKzsw5O-mdRHmmYMxD6LjFPNgLgSU4IQ?MlgBkQEegi_XUzjuDX I 7-1-11 I 14-3-6 I 21-8-1 I 29-1-0 I 7-1-11 7-1-11 74-13 7-4-13 5x8= Scale=1:56.0 3 5.00 12 15 46 I_\•�-::---- 17 18 2x4 I I 1 \\\19 3x4 13 i \�- 20 5x12 MT18H j �° \�\21 3x6 .. -'-csa \\\.� i 11 22 10 23 5x10= �`\.\ 2x4 5x8= 3x4 II $ �� 3x4 II rt 8 7 6 2x4 II 4x8 = 2x4 II I 7-1-11 I 14-3-6 1416-8 21-8-3 29-1-0 i 7-1-11 7-1-11 0-3-2 7-1-11 7-4-13 Plate Offsets(X,Y)- 13:0-2-12,0-1-81,[5:0-2-129-1-81[7:0-4-0,0-1-121.19:0-2-4,0-2-81 110:0-4-0,0-1-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (toc) 1/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.91 Vert(LL) -0.29 9-10 >999 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.86 Vert(TL) -0.57 9-10 >606 180 MT18H 220/195 TCDL 7.0 Rep Stress Incr YES WB 0.80 Horz(TL) 0.05 6 n/a n/a BCLL 0.0* Code IBC2012/TP12007 (Matrix) BCDL 10.0 Weight:174 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 DF No_1&Btr G"Except" BOT-CHORD Rigid ceiling directly applied or 10-0-0 oc bra•.• B2:2x4 DF Std G MiTek recommends that Stabilizer : :.?rk RrFua. WEBS 2x4 DF Std G be installed during truss erectioi t+ Installation guide. ,\Gj� 0AG NE -,44. /© REACTIONS. (lb/size) 11=1208/Mechanical,6=1208/0-5-8 /9 Max Horz 11=-125(LC 13) cr' 89782PE t'� Max Uplift11=267(LC 12),6=-267(LC 13) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-12=1989/466,12-13=-1932/468,2-13=-1851/481,2-14=2052/608,14-15=-1962/617, 15-16=1945/619,3-16=1941/627,3-17=1371/440,17-18=-1378/433,18-19=1394/431, — OREGON *40 4-19=1487/421,4-20=-1315/354,20-21=1330/341,5-21=1386/339,1-11=1153/329, ✓?/ O 5-6=-1151/331 'Q �x9/,�. A 6 �Q BOT 10-2 1257, WEBS CHORD 2 1 2-10=-651/394,7-9=68/ 255,4-7=624/278,1-10=-384/1808,5-7=-279/1317, PA U t.- " 3-10=-351/861 NOTES- EXPIRES: 12/31/2016 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)0-1-13 to 3-1-13,Interior(1)3-1-13 to 11-5-12,Exterior(2)11-5-12 to 14-5-12,Interior(1) 17-5-12 to 25-11-4 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. pAUL x+,_ 4)All plates are MT20 plates unless otherwise indicated. `i VEL 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Ov 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will w -•'C,', fit between the bottom chord and any other members. Or. �" • l � � f Aga a,� 7)A plate rating reduction of 20%has been applied for the green lumber members. ► '/ 8)Refer to girder(s)for truss to truss connections. If . 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)11=267, ,„r,r 6=267. vd 4`t, 10)This has moving � 0a dead located at all mid panels and at all panel { 1TR points along the Top Chord and Bottom nonconcurrent with any othere loads. % s3Ev 11)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. ‘..7s, ..7s, NAL' February 18,2016 I 1 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE M0-7473 m.10103/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not Q a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design.Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing Mitek° is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Crtieria,DSB-89 and BCSI Witting Component 250 Klug Circle Safety Information available horn Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 11, Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741219 B1600175 NO2 Common 1 1 ..p Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:39:37 2016 Page 2 ID:PkD_XJGOgL_6gjCg 1 SXZKzsw5O-YWZRHZgh2ng9NY0FdNrFlhfOCr6mUwuwOokPlbzjuC4 LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1_15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-64,3-5=-64,1-5=-20 Concentrated Loads(lb) Vert:3=224(F=112,B=112) mem ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/0312015 BEFORE USE Design valid for use only with Wick®connectors.This design is based only upon parameters shown,and is for an individual building component,not R a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DS8-89 and SCSI Building Component 250 Mug Circle Safety Information available from Truss Nate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741219 e 91600175 NO2 Common 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:39:37 2016 Page 1 ID:PkD_XJG0gL_6gjCg1 SXZKzsw5O-YWZRHZgh2ng9NYOFdNrFlhfOCr6mUwuwOokPlbzjuC4 I 2-2-12 I 9-3-0 I 16-3-4 I 18-6-0 I 2-2-12 7-0-4 7-0-4 2-2-12 Scale:3/8"=1' Special 4x4 = Special 3 5.00 FIT / \ 12 % \13 i j � � 14 • 32 I 15 4 4 4 h r Y Y YEA Io d 3x4= 17 OM 18 7 19 OM 20 3x4= 8 2x4 II 6 2x4 I 4x8= 2-0-0 2- 2 9-3-0 16-3-4 16-6t0 18-6-0 2-0-0 0-2-12 7-0-4 I 7-0-4 0-2-12 2-0-0 i LOADING(psf) SPACING- 2-0-0 CSI- DEFL. in (toe) I/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.61 Vert(LL) -0.15 7-8 >999 240 MT20 220/195 (Roof TCDLSnow 25.0 Lumber DOL 1.15 BC 0.58 Vert(TL) -0.23 7-8 >726 180 BCLL 0.0` Rep Stress Inez YES WB 0.26 Horz(TL) -0.00 6 n/a n/a BCDL 10-0 Code IBC2012/TP12007 (Matrix) Weight:79 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 DF Std G MiTek recommends that Stabilizers and =". .racing • be installed during truss erection,i .+.044;11...1.:r:• .-r Installation guide. REACTIONS. (lb/size) 6=665/0-5-8,8=665/0-5-8 �Cj ��C?(N ,9 /© Max Horz 8=75(LC 12) Max Uplift6=-180(LC 13),8=-180(LC 12) "Yz Max Gray 6=680(LC 19),8=680(LC 18) 89 782 P E FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-9=-291/571,2-9=-280/578,2-10=-498/97,10-11=-480/105,11-12=-477/107, 3-12=-475/115,3-13=-475/115,13-14=-477/108,14-15=-480/105,4-15=498/97, v 40 4-16=-280/578,5-16=-291/572 -57OREGON Cr BOT CHORD 1-17=-509/311,8-17=-509/311,8-18=-509/311,7-18=-509/311,7-19=-509/311, 2-7 —,T f?' f(e 6-19=-509/311,6-20=509/311,5-20=509/311 R - R� , a WEBS 3-7=0/307,4-7=-127/636,4-6=600/329,2-7=-127/636,2-8=-600/329 'i PAUL la1 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS 6 (envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 6-3-0,Exterior(2)6-3-0 to 9-3-0,Interior(1)12-3-0 to EXPIRES: 2/3 X201 15-6-0 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design_ 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. jj 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will pAL fit between the bottom chord and any other members. Of WAS77i, 6)A plate rating reduction of 20%has been applied for the green lumber members- rS C 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)6=180, R° s''; �0 8=180. -Vl ,7-' _ l' 8)This truss has been designed for a moving concentrated load of 250.0lb live and 17.0lb dead located at all mid panels and at all panel I -, points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 9)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 4S 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)156 lb down and 230 lb up at 1, 51976 9-3-0,and 156 lb down and 230 lb up at 9-3-0 on top chord. The design/selection of such connection device(s)is the responsibility of �'gGXSTER1" others. 11)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). "/OVALE G LOAD CASES) Standard February 18,2016 Continued on page 2 I ma ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE Atli-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not , a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiT®k° is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,21814.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741218 B1600175 NOT California Girder 2 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:39:36 2016 Page 2 ID:PkD_XJGOgL_6gjCg1 SXZKzsw50-4K?34Dg3HUillOR33gKODT6EOSoUILKmo8_sm9zjuC5 NOTES- 13)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)501 lb down and 146 lb up at 7-7-12,and 501 lb down and 146 lb up at 10-10-4 on top chord. The design/selection of such connection device(s)is the responsibility of others. 14)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-64,3-4=-147,4-6=-64,1-9=-20,8-9=46(F=26),6-8=-20 Concentrated Loads(lb) Vert:3=-501 4=-501 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED NITER REFERENCE PAGE MI1-7473 rev.1063/2015 BEFORE USE. Design valid for use only with MiTekiliii connectors.This design is based only upon parameters shown,and is for on individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design into the overall � k` l'� building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing I\Ai le is always required for stability and to prevent cot apse with possible personal injury and property damage.for general guidance regarding the 1 V R fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPIt Quality Criteria,050-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. - Corona,CA 92880 Ai. Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741218 ` 91600175 N01 California Girder 2 1 Job Reference(optional Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:39:35 2016 Page 1 ID:PkD_X .GOgL_6gjCg 1SXZKzsw5O-c7RhstIRWAaR8EtsVypngGZ312SFQu4dZUFIEjzjuC6 2-2-12 5-3-3 .-5-r 2-8-2 $-5-0 5-3-3 2-2-12 Scale:3l8"=1' 5x12 = 4x6 5.00112 14 ' 16 �/ _ 13/ \ \ 17 3x6 i %j \\\\\\� 3x8 q M 2 / \ � 5 M i \ ......'----3,-.:8 \ 12,,,,,_---:_..-,-- _ 19 ~\ \ 6 1 --"'— _ -- A N r U _o o Y 0 Io 3x4= 20 21 9 22 8 23 24 3x4 = o 10 7 2x4 II 5x6= 5x8 = 2x4 II 1 2-0-0 2- 2 7-5-15 I 11-0-1 I 16-3-4_ 12 1 2-0-0 O-2-'2 5-3-3 3-6-2 5-3-3 0--2 2-0-0 Plate Offsets(X Y)— [2:0-3-8 0-1-8 3:0-6-0 0-1-6] [4:0-2-8 0-2-01,[5:0-3-8 0-1-8] (8:0-4-0 0-1-121.[90-3-0.0-2-0] LOADING(psf) SPACING- 2-0-0 CSL DEFL. in (Ioc) I/defl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.55 Vert(LL) -0.06 9-10 >999 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.45 Vert(TL) -0.12 8-9 >999 180 TCDL 7.0 Rep Stress Incr NO WB 0.79 Horz(TL) 0.01 7 n/a n/a BCLL 0.0* Code IBC2012/TPI2007 (Matrix) Weight:84 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 OF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-11-15 oc purlins,except BOT CHORD 2x4 DF No.1&Btr G 2-0-0 oc purlins(4-3-14 max.):3-4. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 6-0-0 0 'i.,oEprop 10-0-0 oc bracing:8-9. Q‘ F t V F6' MiTek recommends that Stab''r. �r. •. be installed during truss ere,µa171... •dance with S•.Ili : Qj Installation guide. 89 782 P E y-- REACTIONS. (lb/size) 10=1457/0-5-8,7=1457/0-5-8 Max Harz 10=59(LC 10) Max Uplift 10=-389(LC 6),7=-389(LC 7) Max Gray 10=1762(LC 28),7=1762(LC 28) FORCES. (Ib)-Max.Comp./Max.Ten.-NI forces 250(lb)or less except when shown- �i OREGON C ? ,T TOP CHORD 1-11=-185/601,11-12=-176/603,2-12=-174/607,2-13=-2124/515,13-14=-1993/517, 3-14=-1954/522,3-15=-1868/513,4-15=-1868/513,4-16=-1953/521,16-17=-1992/516, �/Q� ARY A6,, Q 5-17=-2124/514,5-18=-174/607,18-19=-176/603,6-19=-185/601 AA u L. x- BOT CHORD 1-20=-540/208,10-20=-540/208,10-21=-540/208,9-21=540/208,9-22=425/1868, 8-22=-425/1868,8-23=-540/208,7-23=-540/208,7-24=-540/208,6-24=-540/208 WEBS 2-10=-1657/438,2-9=427/1789,5-8=426/1788,5-7=1656/437 EXPIRES: 12/31/2016 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.It;Exp B;enclosed;MWFRS (envelope)gable end zone;cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. ppUL 4)Provide adequate drainage to prevent water ponding. Aft,b V["�> 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Ov 6)"This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will � fit between the bottom chord and any other members. �'t :.y. p 7)A plate rating reduction of 20%has been applied for the green lumber members. '« 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)10=389, j l 7=389. 9)This truss has been designed for a moving concentrated load of 250.0Ib live and 17.0lb dead located at all mid panels and at all panel ,rp points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. �o ,�S 1976 10)Girder carries hip end with 7-7-12 end setback. �4JFS10 11)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. ' fJ 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. `'1QNAL'6 Continued on page 2 February 18,2016 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE ANI-7473-7473 rev.18/032015 BEFORE USE. mit Design void for use only with MTek@ connectors.This design is based only upon parameters shown,and is tor an individual building component,not a truss system.Before use,the building designer must verily the applicability of design parameters and properly incorporate this design into the overat R building design.Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing ry�iT®k" is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIRPIt Qualify Criteria,DSB-89 and SCSI Building Component OMNI/250 Klug Circle Safety Information available from truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 • { Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741217 B1600175 M01 CALIFORNIA GIRDER 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:39:34 2016 Page 2 ID:PkD_XjGOgL_6gjCg 1 SXZKzswSO-8xtJfYeplsSaW SIgxFIY821 pHe6FHTfTKrVIhGzjuC7 NOTES- 11)Girder carries hip end with 5-3-12 end setback. 12)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 13)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 14)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)300 lb down and 87 lb up at 16-7-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. 15)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert 1-3=-64,3-6=-110,6-8=64,1-15=-20,14-15=-145(F=-125),10-14=-159(F=139),9-10=-145(F=125),8-9=-20 Concentrated Loads(Ib) Vert:6=300 14=300 1 i ®WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED AVID(REFERENCE PAGE MR-7473 rev.10103/2015 BEFORE USE. Design valid for use only with Mttek®connectors.This design is based only upon parameters shown,and is for an individual balding component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Milek° is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the �r, fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/IPII Quality Criteria,DSB-84 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. . Corona,CA 92880 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741217 .... 91600175 MO1 CALIFORNIA GIRDER 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:39:34 2016 Page 1 ID:PkD_XjGOgL_6gjCg1 SXZKzsw5O-BxtJfYeplsSaW 5lgxFlY821 pHe6FHTfTKrVlhGzjuC7 2-2-12 1 5-1-15 516-15 9-0-0 1 12-11-8 I 16-4-9 18-9-9 19-8-12 1 21-11-8 1 2-2-12 2-11-3 0-5 3-5-1 3-11-8 3-5-1 0.5 2-11-3 2-2-12 Scale=1:37.9 8x8 5.00112 2x4 H 4x8= 4x8 C 31 Mi 19 ,.,N1 ll 21 iR !• 4x8 i 17 0 23� 4x8 L 2 \.`\\ \ \ 7 rn 1 16 _ \\� \ ,.------------------ _-.i-sib.•, 24 cls'i Zer- N. r�� e m — v i- 3x4= 25 26 14 27 13 28 12 11 29 10 30 9 31 3x4 = 3x6 I I 4x8= 4x12 — 5x12 MT18H = 5x12 = 3x6 II 2x4 II 1 2-0-0 2-2-12 5-1-15 I 9-0-0 I 12-11-8 I 16-9-9 I 19-8-12 1.11-8 21-11-8 1 I 2-0-0 0-2-i2 2-11-3 3- I -10-1 -1 0--12 2-8 0 Plate Offsets(X,Y)- [2:0-2-8,0-1-8],[3:0-3-10,Edge],[5-0-1-12,0-2-0],[6:0-3-8,0-2-0],[7:0-2-12,0-1-8],[9:0-4-0,0-1-8],[10:0-2-12,0-2-8],[13:0-5-0,0-1-12],[14:0-2-0,0-2-0], 115:0-4-0.0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (toc) I/dell L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.91 Vert(LL) -0.18 11-13 >999 240 MT20 220/195 (Roof Snow 25-0) Lumber DOL 1.15 BC 0.50 Vert(TL) -0.39 11-13 >537 180 MT18H 220/195 TCDL 7.0 Rep Stress Incr NO WB 0.67 Horz(TL) 0.07 9 n/a n/a BCLL 0.0* Code IBC2012/TPI2007 (Matrix) Weight:114 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or - - .uriins,except BOT CHORD 2x6 DF 2250F 1.7E 2-0-0 oc purlins(2-2-2 max.):3-6. 1 P R O,� WEBS 2x4 DF Std G*Except* BOT CHORD Rigid ceiling directly applied or 6-0'..„kit. ,.t•�flF W2,W4:2x4 DF No.1&Btr G ,�Tr � r �, `(4 MiTek recommends that Stab� . .�. be installed during truss ere,e. •dance with S-.iii . Installation guide. 89782PE -PL. REACTIONS. (lb/size) 15=2660/0-5-8,9=2655/0-5-8 Max Horz 15=39(LC 14) Max Uplift 15=-786(LC 6),9=-785(LC 7) Max Gray 15=2743(LC 27),9=2738(LC 27) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. 94/0 /OREGON Crl, 41.Z" TOP CHORD 1-16=-279/537,2-16=-261/543,2-17=-3800/1016,3-17=-3772/1024,3-18=-5857/1583, 18-19=-5857/1583,4-19=-5857/1583,4-20=-5857/1583,5-20=5857/1583, '7,9,L..,�'qRY 4�Q` 5-21=-3476/956,21-22=-3476/956,6-22=-3476/956,6-23=-3741/1013,7-23=-3768/1005, PA UL ', 7-24=-266/541,8-24=-285/536 BOT CHORD 1-25=-495/256,15-25=-495/256,15-26=-495/252,14-26=-495/252,14-27=-919/3575, 13-27=-919/3575,13-28=-1542/5913,12-28=1542/5913,11-12=1542/5913, EXPIRES: 12/31/2016 11-29=-1542/5913,10-29=-1542/5913,10-30=-494/261,9-30=-494/261,9-31=-494/261, 8-31=-494/261 WEBS 2-15=-2283/667,2-14=-919/3470,3-14=-2521144,3-13=-693/2597,4-13=621/271, 5-11=-72/660,5-10=-2750/741,6-10=-117/689,7-10=-905/3432,7-9=-2257/658 NOTES- i UL �l 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS • v (envelope)gable end zone;cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 O WASIr,, 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1iiii ,. •C.� 3)Unbalanced snow loads have been considered for this design- / rt p - 4)Provide adequate drainage to prevent water ponding. ► - 5)All plates are MT20 plates unless otherwise indicated. ./ 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will Al, fit between the bottom chord and any other members. * p,,51976,,,E 4y 8)A plate rating reduction of 20%has been applied for the green lumber members. ��t� GIS S.P' . 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(]t=lb)15=786, 1S' G 9=785. `�IO]VAL � 10)This truss has been designed for a moving concentrated load of 250.01b live and 17.0lb dead located at all mid panels and at all panel Continuedsonong the Top Chord and Bottom Chord,nonconcurrent with any other live loads. February 18,2016 page I / mil, ,. AWARN/NG-Verrfy design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE M/L7473 rev.1[W1/2045 BEFORE USE. Design valid for use only with MiTekr connectors.Thu design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is()Ways required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the Y'7 fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,038-89 and BCSI Budding Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 r Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741216 B1600175 L05 Common 7 1 --, Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:39:33 2016 Page 1 ID:PkD_XJGOgL_6gjCg1 SXZKzsw5O-gtJwRCdB_ZKjuxjUOXmJbrUjiEgFY68K6BmC9gzjuC8 5-6-13 5-9-8 5-9-8 5-6-13 4x4= Scale=1:39.4 3 5.00 12 �/ ^--��-. 13 / 15 4x4% \ 4x4 • ----- \ 16 221:>------- \� ��,_23 �_ 2x4 II 2x4 1I�� �j/ \\� \\\ N El LI ill L 17 9 8 18 19 20 7 21 2S 103x4- 3x4 = 3x6= 3x4= 6 3x4 - I 7-7-12 I 15-0-12 22-8-8 I 7-7-12 7-5-0 7-7-12 Plate Offsets(X,Y)- 12:0-1-8,0-2-0),14:0-1-8.0-2-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL- in (Loc) Udefl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.58 Vert(LL) -0.28 9-10 >952 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.87 Vert(TL) -0.51 9-10 >524 180 TCDL 7.0 Rep Stress lncr YES WB 0.31 Horz(TL) 0.05 6 n/a n/a BCLL 0.0* Code IBC2012/TP12007 (Matrix) Weight:112 lb FT=10% BCDL 10.0 LUMBER- BRACING- ' TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-3-8 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G end verticals. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0•- . gP R WEBS 1 Row at midpt 2-10,4-- <, 1/4 uFFS MiTek recommends that Stab •. ••••-•-• 4.. y be installed during truss ere,r}»yir. ..dance with S.n6 : ' Installation guide. �`11 89782PE 9f REACTIONS. (lb/size) 10=941/0-5-8,6=941/0-5-8 Max Horz 10—90(LC 13) Max Uplift 10=206(LC 12),6=-206(LC 13) . FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. f....- 1.11/& pREGON "� TOP CHORD 2-12=-1342/391,12-13=-1272J398,3-13=1255/406,3-14=-1255/406,14-15=-1272/398, if /'j • 17- 4-15=-1342/391,1-10=-296/95,5-6=-296/95 'Qn �'QRy t '12 Q" BOT CHORD 10-17=353/1275,9-17=-353/1275,8-9=-170/936,8-18=-170/936,18-19=170/936, 9 V 19-20=-1701936,7-20=-170/936,7-21=325/1275,6-21=-325/1275 PA UL 1\1-' WEBS 3-7=128/474,4-7=-270/247,3-9=128/474,2-9=-270/247,2-10=1480/377, 4-6=-1480/377 NOTES- EXPIRES: 12/31/2016 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)0-1-13 to 3-1-13,Interior(1)3-1-13 to 8-4-4,Exterior(2)8-4-4 to 11-4-4,Interior(1)14-4-4 to 19-6-12 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Uv WAS 5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ,S'w 'G' fit between the bottom chord and any other members,with BCDL=10.0psf. 4" ", y• 0 6)A plate rating reduction of 20%has been applied for the green lumber members. - - ., 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(t=lb)10=206, ,' %lw•••6=206. r 8)This truss has been designed for a moving concentrated load of 250.0Ib live and 17.0Ib dead located at all mid panels and at all panel ,.d 4 points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. :, 4, $1976_, kJ 9)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. °,+t,, .613 STOIY" ss1oNAL r"- February 18,2016 t WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED BUTEN REFERENCE PAGE MII.7473 rev-10/03/2015 BEFORE USE. Design valid for use only with MiTelsE connectors.This design is based only upon parameters shown,and is for on individual building component,not R a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,.see ANSI/TP11 Quatily Criteria,051.89 and BCSI Building Component 250 Klug Circle Safety information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. - Corona,CA 92880 Job Truss EPR esign-Memory 91600175 L04� Common a qty Pty 1 Reference(optional)are K1741215 Job Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:39:32 2016 Page 1 tD:PkD_XJGOgL_6gjCg 1 SXZKzsw50-BZIYEsdYDFCsHn8HggF42dx25qNtpV FBtXOedOzjuC9 1 2-2-12 1 7-6-12 l 13-4-4 l 19-1-12 I 24-5-12 1 76-8-8 I 2-2-12 5-4-0 5-9-8 5-9-8 5-4-0 2-2-12 Scale=1:45.1 4x4= 4 LI 5.00 112 --:-7----------- \ / \\ \�\ 4x4 -<--- 16 / \ \�- 19 4x4 3 / 5 �� / Al 15 / \\\20 2x4 14,,,„--- , , �� ����_21 2x4 1 3„,-.------1. �,/ \ \\ "\\2 7 23 24 11 25 10 26 27 9 28 �� 29 3x4= 354 = 12 3x4= 4x8 = 3x4= 8 3x4 = 3x4 = 2-0-0 2--'(z 9-7-12 1 17-0-12 I 24-5-12 24r6-8 26-8-8 1 2-0-0 0-2-12 7-5-0 7-5-0 7-5-0 0-2-12 2-0-0 Plate Offsets(X.Y)— 13:0-1-12.0-2-0].j5:0-1-12,0-2-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.57 Vert(LL) -0.22 9-11 >999 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.69 Vert(TL) -0.36 9-11 >732 180 TCDL 7.0 Rep Stress Incr YES WB 0.92 Horz(TL) 0.04 8 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 (Matrix) Weight:123 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-0-6 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc braci WEBS 2x4 DF Std G MiTek recommends that Stabilizer. .? ' e' ' F ,,. be installed during truss erectio .e r ii•."�'•t!. Installation guide. ,,? ''i NG NEE /0 REACTIONS. (lb/size) 8=1122/0-5-8,12=1122/0-5-8 2 Max Horz 12=108(LC 16) 89 782 P E �1.-"' Max Uplift8=-261(LC 13),12=-261(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-13=-296/580,2-13=290/586,2-14=-291/553,14-15=-279/554,3-15=-265/578, 3-16=-1253/313,16-17=1183/321,4-17=1168/328,4-18=1168/328,18-19=-1183/321, t..• 40 5-19=-1253/313,5-20=-265/578,20-21=-279/554,6-21=-291/553,6-22=-290/586, A 9 OREGON c)"- 7-22=-296/580 y1, , '41 !4' BOT CHORD 1-23=-523/257,12-23=-523/257,12-24=-307/1197,11-24=-307/1197,11-25=-116/881, RY ,4410-25=-116/881,10-26=-116/881,26-27=116/881,9-27=-116/881,9-28=199/1197, PA UI Ck\ 8-28=-199/1197,8-29=-523/257,7-29=523/257 WEBS 4-9=-116/453,5-9=-263/227,5-8=-13911438,6-8=327/188,4-11=-115/453, 3-11=263/227,3-12=-1391/438,2-12=-327/188 EXPIRES: 12/3112016 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 10-4-4,Exterior(2)10-4-4 to 13-4-4,Interior(1)16-4-4 to 23-8-8 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 :41w: p, 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 `t V� 3)Unbalanced snow loads have been considered for this design. 0WN,, +{? 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ���"""�4 W°, 7 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will �4' pfit between the bottom chord and any other members,with BCDL=10.0psf. ` . 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)8=261, r • 12=261. 'f' 8)This truss has been designed for a moving concentrated load of 250.OIb live and 17.OIb dead located at all mid panels and at all panel �(7 4, 51976., 44 points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. oISTER 9)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. ',p Cl 'IdNAI - February 18,2016 1 I ..... WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITES(REFERENCE PAGE MII-7473 rev.10/032015 BEFORE USE. Design valid for use only with Mil-eke connectors.This design is based only upon parameters shown,and is for on individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall eA fib building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mitek` is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the ��n `moi R fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPIt Quarrly Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply EPR Design-Memory Care K174t214 B1600175 1-03 California 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:39:31 2016 Page 2 ID:PkD_XjG0gL_6gjCg1SXZKzsw50-jMCA1 WcwSx4yfdZ5G7krWQPMWR0842g1etH55xzjuCA NOTES- 9)This truss has been designed for a moving concentrated load of 250.01b live and 17.01b dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)309 lb down and 280 lb up at 12-0-0,and 309 lb down and 280 lb up at 14-8-8 on top chord_ The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-64,3-6=-64,5-8=-64,9-11=-64,11-13=-64,1-13=-20 Concentrated Loads(Ib) Vert:25=-210 26=-210 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE*4/1-7473 rev.10/0312015 BEFORE USE. Design valid for use only with Mitek®connectors.Tha design is based only upon parameters shown,and is for on individual budding component,not > a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Muret " is always required for stability and to prevent collapse with possible personal injury and properly damage.For general guidance regarding the V i7 R fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPll Quality Criteria,D38.89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.lee Street,Suite 312,Alexandria,VA 22314. Comna,CA 92880 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741214 '' B1600175 L03 California 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:39:31 2016 Page 1 ID:PkD_XjG0gL_6g)Cg1SXZKzsw5O-1MCA1 WcwSx47fdZ5G7krWQPMWROB42g1etH55xzjuCA 13-4-4 14-11-9 1 2-2-12 1 9-5-15 1 11-8-15 11-10r15 1 14-9-9 11 17-2-9 1 24-5-12 1 28-8-8 1 2-2-12 7-3-3 2-3-0 0-2-0 1-5-5 1-5-5 0-2-0 2-3-0 7-3-3 2-2-12 Scale=1:46.8 2x4 I I 2x4 I I 4x5.5".- 9 4 6 10 � , 4x6 5.00 1123 .,v-7, ii 3x4= 2>t4`LI \ 24 5 H ci ra 8® \\\\\ 27 28 23 /� 25 i 26 11 2j 30 u5 4x6 i 21 \\ 31 4x6 cq 7c'.4.} 2D / \\� 12 `r 19 2 / __ -------- ---_____ _ f��32 13 If o b ° ira o 33 IZ 34t7 16 35 15 36 ES 37 3x4 = 16 14 3x4 = 2x4 II 5x10 = 5x8 WB5x10= 2x4 II 1 2-0-0 2-2-12 9-5-15 117-2-9 124-5-12 24781-8 26-8-8 1 2-0-0 0-2-12 7-3-3 7-8-10 7-3-3 0-2-12 2-0-0 Plate Offsets(X,Y)- [2:0-2-8,0-2-01[12:0-2-8,0-2-01.[15:0-2-4,0-1-8j,[17:0-2-4.0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.69 Vert(LL) -0-24 15-17 >999 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.78 Vert(TL) -0.45 15-17 >599 180 TCDL 7.0 Rep Stress Incr YES WB 0.95 Horz(TL) 0.04 14 n/a n/a BCLL 0.0' Code IBC2012/TP12007 (Matrix) Weight:132 lb FT=10% BCDL 10.0 LUMBER- . BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-1-2 oc purlins,except BOT CHORD 2x4 DF No.1&Btr G 2-0-0 oc purlins(4-0-10 max.):3-11. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 6-0-0. 'i!, OTHERS 2x4 DF No.1&Btr G 8-7-15 oc bracing:15-17. 46' MiTek recommends that Stab'•l r• •....-11 ,,•y-. 'tit142 - be installed during truss ere,toP - •dance with S•.ill Qi Installation guide. cc 89782P E T71' REACTIONS. (lb/size) 18=1352/0-5-8,14=135220-5-8 Max Horz 18=-97(LC 13) Max Uplift 18=-405(LC 12),14=-405(LC 13) Max Gray 18=2021(LC 30),14=2021(LC 30) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown- 171'0 OREGONO^� Q TOP CHORD 1-19=-321/553,2-19=-310/559,2-20=-2736/557,20-21=-2705/557,21-22=-2585/566, -SJ 'qRy 122-2 2�Q` 1, =-2463/577, 5/643, 7-25=-2395/643,7-26=-2395/642,8 62 2395/642,8 1=-23995/642,11-27=2463/577, PA UL v- 27-28=-2514/571,28-29=-2582/566,29-30=2585/566,30-31=-2705/557, 12-31=-2736/557,12-32=-310/559,13-32=-321/553 BOT CHORD 1-33=493/288,18-33=-493/288,18-34=-493/288,17-34=-493/288,16-17=-598/2679, EXPIRES: 12/31/2016 16-35=598/2679,15-35=-598/2679,15-36=-493/288,14-36=-493/288,14-37=-493/288, 13-37=-493/288 WEBS 2-18=-1900/505,2-17=-425/2140,3-17=-97/370,7-17=-592/300,7-15=-592/300, 11-15=-97/370,12-15=-425/2140,12-14=-1900/505 NOTES- pAUi.Ail, 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=42psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS " " (envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 7-8-0,Exterior(2)7-8-0 to 19-0-8,Interior(1)19-0-8 to o W 23-8-8 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate F,�� r Q. el DOL=1.60 • 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 `., • 3)Unbalanced snow loads have been considered for this design. b.. 4)Provide adequate drainage to prevent water ponding- 7r 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 'p 6)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will 51 Q7� kr fit between the bottom chord and any other members. �� 4,2917¢' . 7)A plate rating reduction of 20%has been applied for the green lumber members. S �? 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)18=405, `:10NAL0 14=405. Continued on page 2 February 18,2016 r_IM ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-74T3 rev.10/03/2015 BEFORE USE- t Design valid for use only wifb MiTek49 connectors.this design is based only upon parameters shown,and is for on individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overcall budding design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MilWk• is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and brocing of trusses and truss systems,see ANSI/rP11 Quality Criteria,DSB-84 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Piote Institute,218 N.lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741213 81600175 L02 California 1 1 Job Reference(Optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:39:29 2016 Page 2 ID:PkD_XJGOgL_6gjCg1 SXZKzsw5O-n_4QcgagwKglPJPj9iiNR7JyFdLlcEekBZo_03zjuCC NOTES- 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)131 lb down and 161 lb up at 9-11-10,110 lb down and 136 lb up at 12-0-12,166 lb down and 167 lb up at 13-4-4,and 110 lb down and 136 lb up at 14-7-12,and 131 lb down and 161 lb up at 16-8-14 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-64,3-5=-64,5-7=64,1-7=-20 Concentrated Loads(lb) Vert:4=-96 17=14 19=-44 20=-44 22=14 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. " Design void for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual budding component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and properly damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI I Qualify Criteria,008-89 and SCSI BuNdfng Component 250 Klug Circle Safely Idomratfon available from Truss Plate Institute,218 N.lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741213 61600175 L02 California 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:39:29 2016 Page 1 ID:PkD_XJGOgL_6glCgl SXZKzsw5O-n 4QcgagwKglPJPj9iiNR?JyFdLlcEekBZo_03zjuCC l 2-2-12 l 9-5-15 9-10-15 13-4-4 i 16-9-9 12-219 24-5-12 i 26-8-8 l 2-2-12 7-3-3 0-5- 3-5-5 3-5-5 0. 7-3-3 2-2-12 Scale=1:46.8 4x6 4x6 3x4= 5.00127 t 19 it 20.51 15 16 / \\24 N 3x6 / \ 3x6 ,L v, 14 \�� 25 6 0 2 13 •� ------_ ________:: 26 ryry1 — ` 7 o ►- o 27 ►� 28t1 10 29 9 30 8, 31 3x6 = 12 3x6 = 2x4 II 4x8 = 5x8= 4x8= 2x4 II 5-15 2-0-0 0-2-12 l24-5-12l 7-3-3 7-8-10 7-3-3 0.2-12 2-0-0 Plate Offsets(X.Y)— [2:0-2-120-1-81.[3:0-2-12.0-2-0],[5:0-2-12,0-2-0],16:0-2-12.0-1-81.[9:0-4-0,0-1-8].[11:0-4-0,0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) t/deft lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.93 Vert(LL) -0.24 9-11 >999 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.76 Vert(TL) -0.42 9-11 >629 180 TCDL 7.0 Rep Stress Incr YES WB 0.60 Horz(TL) 0.03 8 n/a n/a BCLL 0.0* Code IBC2012/TPI2007 (Matrix) Weight:123 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied,except BOT CHORD 2x4 DF No.1&Btr G 2-0-0 oc purlins(4-11-13 max.):3-5. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 6-0-0 o -L.,FEReew✓p 10-0-0 oc bracing:9-11- Ok r '+`` F6' MiTek recommends that Stab- �•• ••r.•. .,•r.. 4. be installed during truss ere,yr L. •w.dance with S..itt : ?/ Installation guide. cccr 89782PE �� REACTIONS. (lb/size) 12=1199/0-5-8,8=1199/0-5-8 Max Horz 12=75(LC 12) Max Uplift12=351(LC 12),8=-351(LC 13) Max Gray 12=1726(LC 30),8=1726(LC 30) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown- .1/1/4/OREGON p,, cT- TOP CHORD 1-13=-354/547,2-13=-321/553,2-14=-2051/412,14-15=-1921/419,15-16=-1900/421, -Q 4RY 15 ‘15)K. �Q 3-16=-1868/430,3-17=-1729/447,17-18=1729/447,18-19=1729/447,4-19=1729/447, � - 4-20=-1729/447,20-21=-1729/447,21-22=-1729/447,5-22=1729/447,5-23= I.A.- 1868/430, PA C 23-24=-1900/421,24-25=1921/419,6-25=-2051/412,6-26=321/553,7-26=-354/547 ....__.---- BOT CHORD 1-27=-484/401,12-27=-484/401,12-28=-484/401,11-28=-484/401,10-11=-443/1976, 10-29=-443/1976,9-29=-443/1976,9-30=484/401,8-30=-484/401,8-31=-484/401, EXPIRES: 12/31/2016 7-31=-484/401 WEBS 2-12=-1645/498,2-11=-235/1349,3-11=-30/311,4-11=-450/234,4-9=-450/233, 5-9=-291311,6-9=-235/1349,6-8=-1645/498 NOTES- 1)Wind:ASCE 7-10;Vutt=140mph(3-second gust)Vasd=111 mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS pAUj (envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 5-4-13,Exterior(2)5-4-13 to 21-3-11,Interior(1) v� 21-3-11 to 23-8-8 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber v WAS DOL=1.60 plate grip DOL=1.60 ,�.>r�, 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 , " r ., O 3)Unbalanced snow loads have been considered for this design. ! • a 4)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chord live b ad nonconcurrent with any other live loads. 1 r 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ,q ,. " fit between the bottom chord and any other members. it, 4,, 51976 kJ• 7)A plate rating reduction of 20%has been applied for the green lumber members. .t� 01sTE,R 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b)12=351, r.s. S 8 9)This truss has been designed for a moving concentrated load of 250.OIb live and 17.0tb dead located at all mid panels and at all panel Corgis onPano dee Top Chord and Bottom Chord,nonconcurrent with any other live loads-ued February 18,2 16 t , AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MR-7473 rev.10/032015 BEFORE USE. mit Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual budding component,not o truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the ,*� fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/7P11 Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741212 61600175 101 California Girder 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:39:27 2016 Page 2 ID:PkD_XJGOgL_6gjCg1 SXZKzsw5O-rbyB8ZQOjaaAOFK1 HgvMaEeipd08HpRjFJtyAzjuCE NOTES- 13)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)501 lb down and 146 lb up at 19-3-2,and 501 lb down and 146 lb up at 7-5-6 on top chord. The design/selection of such connection device(s)is the responsibility of others. 14)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-64,3-5=-144,5-7=-64,1-11=-20,9-11=-45(F=-25),7-9=-20 Concentrated Loads(lb) Vert:3=-501 5=-501 � 1 AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M!!EN REFERENCE PAGE MIF7113 rev.10i93/2015 BEFORE USE. Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and is for an individual budding component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing Mire k° is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the V fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/fRI Quality Criteria,DSB-89 and BCSI Budding Component 250 Klug Circle Safety trdor etton available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 -5 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741212 ' B1600175 LO1 California Girder 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:39:27 2016 Page 1 ID:PkD_X jGOgL_6gjCg1 SXZKzsw50-rbyfB8ZQOjaaAOFK1 HgvMaEeipd08HpRjFJtyAzjuCE l 2-2-12 ( 7-3-10 7110-1f5 13-4-4 1 18-9-9 19-4-114 74-5-12 1 26-8-8 2-2-12 5-0-14 0-7-5 5-5-5 5-5-5 0-7-5 5-0-14 2-2-12 Scale=1:46.8 8x8 2x4 H 8x8 5.00 12 3 ra 15 y 6 pQ 1 ea 18 0 I, /' �\ 14_____,% 19 4x12 % / \�\ \ 4x12 13? � 20 21 ail 22 11 23 10 24 94x8 = 25 *-.7-.1 26 354 — 123x4 = 3x4 H 4x8= 8x12 = 3x4 1 2-0-0 2-2-12 7-3-10 I 13-4-4 I 19-4-14 I 24-5-12 24,8-8 26-8-8 i 2-0-0 0-2-12 5-0-14 6-0-10 6-0-10 5-0-14 0-2-12 2-0-0 Plate Offsets(X,Y)— [2:0-4-0.0-1-12].[3:0-2-12.0-3-41,[5:0-2-12.0-3-4],[6:0-4-0,0-1-12].[9:0-2-0.0-2-0],[11:0-2-0,0-2-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) 1/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.81 Vert(LL) -0.19 10 >999 240 MT20 2201195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.84 Vert(TL) -0.44 9-10 >611 180 TCDL 7.0 Rep Stress Incr NO WB 0.81 Horz(TL) 0,08 8 n/a n/a BCLL 0.0` Code IBC2012/TPI2007 (Matrix) Weight:130 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied or 3-1-15 oc purlins,except T2:2x6 DF No.2 2-0-0 oc purlins(2-7-11 max.):3-5- BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 6-0-0 0 WEBS 2x4 DF Std G*Except* MiTek recommends that Stabil. • s e •�P R��tr W2:2x4 DF No.1&Btr G , � ` ,, be installed during truss erect".r>i"�ip 7.' ;�-.r.•. lid + •dp Installation guide. ,fi? 9 REACTIONS. (lb/size) 12=2245/0-5-8,8=2245/0-5-8 89782 P E (' Max Horz 12=58(LC 10) Max Uplift 12=-661(LC 6),8=-661(LC 7) Max Gray 12=2391(LC 28),8=2391(LC 28) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 9 OREGON �10 TOP CHORD 1-13=-176/618,2-13=-165/625,2-14=-3790/1009,3-14=-3755/1016,3-15=-5161/1457, 20 �" 15-16=5161/1457,4-16=5161/1457,4-17=-5161/1457,17-18=-5161/1457, 17•<?,„ qRY 1 b' l�Q 5-18=5161/1457,5-19=-3755/1016,6-19=-3790/1009,6-20=-165/625,7-20=-176/618 1 BOT CHORD 1-21=-556/192,12-21=-556/192,12-22=-556/192,11-22=-556/192,11-23=-889/3527, pA U� �� 10-23=-889/3527,10-24=-892/3527,9-24=-892/3527,9-25=-556/192,8-25=-556/192, 8-26=-556/192,7-26=-556/192 WEBS 2-12=-2297/666,2-11=-881/3477,3-11=-479/285,3-10=-536/1830,4-10=-1352/658, EXPIRES: 12/31/2016 5-10=-536/1830,5-9=-479/285,6-9=-881/3477,6-8=-2297/666 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone;cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 p.MIL p, 3)Unbalanced snow loads have been considered for this design. L� epi 4)Provide adequate drainage to prevent water ponding. • •F WAS 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. — xr 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will 0 - fit between the bottom chord and any other members. ':� re• • ar ' , 7)A plate rating reduction of 20%has been applied for the green lumber members. �'/ 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b)12=661, 'i,�r 8=6 9)This truss has been designed for a moving concentrated load of 250.OIb live and 17.01b dead located at all mid panels and at all panel Al 51976 4 w� points along the Top Chord and Bottom Chord,nonconcurrent with any other live toads. d� Cilsq gR 10)Girder carries hip end with 7-5-6 end setback. S G 11)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 'YIONAL' 12)Graphical purtin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 February 18,2016 I f 010110.0. ®WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mit Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.tracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quotlty Crtiedo,DSS-89 and BCSI Building Component 250 Klug Circle Safety Information available from truss Plate Institute,218 N.lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 r Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741211 61600175 KO6 Flat Girder 1 2 Job Reference(optional) I Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:39:25 2016 Page 2 ID:PkD_XjGOgL_6gjCg 1 SXZKzsw50-vCgvrnTX9t5Ksxi6xwsdRG99JE05mgKo9GxgntlzjuCG NOTES- 16)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)384 lb down and 112 lb up at 1-7-0,397 lb down and 115 lb up at 3-7-0, 1457 lb down and 424 lb up at 5-7-0,1457 lb down and 424 lb up at 8-0-0,397 lb down and 115 lb up at 10-0-0,and 394 lb down and 115 lb up at 12-0-0,and 665 lb down • and 193 lb up at 6-9-8 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-4=-164(F=-100),5-8=20 Concentrated Loads(Ib) Vert:9=-384 11=397 12=-1457 13=-66514=-1457 15=-397 17=-394 18=-147(B)20=147(B)21=-147(B)23=-147(B)24=-147(B)26=-147(B) t , ®aw ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MN-7473 rev.10/03/2015 BEFORE USE. mut Design valid for use only with MTeker connectors.this design is based only upon parameters shown,and is for on individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage.For genera/guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/ell Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741211 " B1600175 KO6 Flat Girder 1 2 Job Reference o.tional Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:39:25 2016 Page 1 ID:PkD_XjGOgL_6gjCg1 SXZKzswSO-vCgvmTX9t5Ksxi6xwsdRG99JE05mgKo9GxgntlzjuCG I 4-5-12 I 9-1-4 13-7-0 I 4-5-12 4-7-8 4-5-12 5x6 = 2x4 II 4x8= 2x4 II Scale=1:44.3 �A 9 ,..._,0 11rm 2 1 g 13 &I,- 3 ��5 1a 17 es iuIj ei Y r1I 1I II II II il II r' 8 18 19 20 7 21 22 23 6 24 25 26 5 3x6 LUS24 5x8— LUS24 LUS24 2x4 II LUS24 6x6= LUS24 LUS24 I 4-5-12 I 9-1-4 13-7-0 I 4-5-12 4-7-8 4-5-12 Plate Offsets(X.Y)— [1:0-3-0,0-1-12].[3:0-1-15.0-2-01.15:0-3-0.0-4-0],[7:0-2-8.0-1-81,18:0-4-0.0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.74 Vert(LL) -0.04 6-7 >999 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.27 Vert(TL) -0.09 6-7 >999 180 TCDL 7.0 Rep Stress Incr NO WB 0.97 Horz(TL) 0.01 5 n/a n/a BCLL 0.0* Code IBC2012/TPI2007 (Matrix) Weight:247 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x6 DF No.2 TOP CHORD 2-0-0 oc purlins(6-0-0 max.):1-4, except end verticals. BOT CHORD 2x6 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracir n� WEBS 2x4 DF Std G WEBS 1 Row at midpt 3-5 �� p PR OAFS REACTIONS. (lb/size) 8=4235/Mechanical,5=4244/Mechanical �� G11yE '.o Max Upliftt=-1614(LC 4),5=-1618(LC 4) �� {(.N F� FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. CC. 89 782 P E ySf TOP CHORD 1-8=-4088/1532,1-9=-2383/893,9-10=-2383/893,10-11=-2383/893,2-11=-2383/893, 2-12=-2383/893,12-13=-2383/893,13-14=-2383/893,3-14=2383/893,4-5=-389/134 BOT CHORD 7-21=-905/2423,21-22=-905/2423,22-23=-905/2423,6-23=-905/2423,6-24=-905/2423, 24-25=-905/2423,25-26=-905/2423,5-26=-905/2423 WEBS 1-7=-1647/4394,2-7=-3220/1023,3-6=-354/503,3-5=-4468/1668 y,�OREGON o'er;"Q NOTES- -99, �xlRY 1 `L !G� 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: irpA U L \J Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply EXPIRES: 12/31/2016 connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone;cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 5)Provide adequate drainage to prevent water ponding. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. pAUL , 7)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will 4 WAS1-14. fit between the bottom chord and any other members. �Or 8)A plate rating reduction of 20%has been applied for the green lumber members. ` d J .�>+Q 9)Refer to girder(s)for truss to truss connections. F; ` 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=Ib) ,i7�'M1;. 8=1614,5=1618. 11)This truss has been designed for a moving concentrated load of 250.0Ib live and 17.01b dead located at all mid panels and at all panel ? points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. r0� 51976 kI' 12)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. ��t ' FST '9 13)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. �' 14)Use Simpson Strong-Tie LUS24(4-10d Girder,2-10d Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max.starting at 1-9-10 ssiONAL$14G from the left end to 11-9-10 to connect truss(es)to back face of bottom chord. 15)Fill all nail holes where hanger is in contact with lumber. Continued on page 2 February 18,2016 l I AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE M8-7473 rev.10932015 BEFORE USE. Nut Design valid for use only with MiTeke connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overaN building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing �Y�R iTek` is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the R fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/IPil Quality Criteria,058-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona CA 92880 r- Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741210 81600175 K05 Common Girder 1 2 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc.Thu Feb 18 12:39:24 2016 Page 2 ID:PkD XJGOgL_6gjCg1SXZKzsw5O-QOHXZ7WX6oC?JYXIM86Ckxc94ceDxy3?1 H4DLrzjuCH NOTES- 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)14=3094;8=3095. 12)This truss has been designed for a moving concentrated load of 250.OIb live and 17.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 13)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 14)Use Simpson Strong-Tie LUS26(4-10d Girder,3-10d Truss)or equivalent spaced at 22-10-0 oc max.starting at 0-7-4 from the left end to 23-5-4 to connect truss(es)to back face of bottom chord. 15)Use Simpson Strong-Tie LUS24(4-10d Girder,2-10d Truss)or equivalent spaced at 16-10-0 oc max.starting at 2-7-4 from the left end to 21-5-4 to connect truss(es)to back face of bottom chord. 16)Use Simpson Strong-Tie HGUS26-2(20-16d Girder,8-16d Truss)or equivalent at 18-11-5 from the left end to connect truss(es)to back face of bottom chord. 17)Fill all nail holes where hanger is in contact with lumber_ 18)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)384 lb down and 112 lb up at 6-10-0,384 lb down and 112 lb up at 17-2-8, 394 lb down and 115 lb up at 8-10-0,394 lb down and 115 lb up at 15-2-8,1457 lb down and 424 lb up at 10-10-0,and 1457 lb down and 424 lb up at 13-2-8,and 665 lb down and 193 lb up at 12-0-4 on top chord,and 4581 lb down and 1395 lb up at 5-1-3,and 729 lb down and 186 lb up at 19-5-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-16=-64,4-16=-164,4-25=-164,7-25=-64,8-14=-20 Concentrated Loads(lb) Vert:4=-665 5=-394 9=-4581(B)3=-394 13=-4581(B)17=-384 20=1457 21=-1457 24=-3M 27=800(8)28=-729(B)29=-729(B)34=-729(B)35=-729(B)36=-800(B) t � WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE N!/R74T3 rev.10/03l2015 BEFORE USE. Design vatd for use only with Mitch®connectors.This design is based only upon parameters shown,and is for an individual building component,not �F a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and properly damage.For general guidance regarding the �n�rn� 1hCTTIRC fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIJFPII Quotity Criteria,058-89 and BCSI Budding Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741210 6- B1600175 K05 Common Girder 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:39:24 2016 Page 1 ID:PkD_XJGOgL_6gjCg1SXZKzsw5O-QOHXZ7WX6oC?JYXIM86Ckxc94ceDxy3?1 H4DLrzjuCH I 5-1-3 1 8-6-12 1 12-0-4 1 15-5-13 1 18-11-5 1 24-0-8 I 5-1-3 3-5-9 3-5-9 3-5-8 3-5-8 5-1-3 5e6= Scale=1:66.7 5.00(12 20 4 2122 3x4 i 19 , 3x4 3 5 3x4% 17 1 23 24 3x4 16 2 / 625 5x12 MT18H= 15 / \ // \\MT18H= 1 ` 7 \\ / \ \ N fi \ \\\\ on A \ I _1 nn II 14 27 28 13 29 30 12 31 11 32 10 33 9 34 35 8 36 5x6= LUS24 10x10 = 3x6= 8x8= 3x6 = 10x10 = LUS24 5x6= LUS26 LUS26 LUS24 HGUS26-2 Special Special I 5-1-3 1 8-6-12 1 12-0-4 1 15-5-13 1 18-11-5 1 24-0-8 1 5-1-3 3-5-9 3-5-9 3-5-8 3-5-8 5-1-3 Plate Offsets X Y— 1:Ed•e 0-1-4 7:Ed•a 0-1-4 8:0-2-12 0-2-8 9:0-3-9 0-5-0 11:0-4-00-4-8 13:0-3-9 0-5-01.114:0-2-12,0-2-8) LOADING(psi) SPACING- 2-0-0 CSL DEFL. in (toc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.70 Vert(LL) -0.09 11-12 >999 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.74 Vert(TL) -0.20 11-12 >999 180 MT18H 220/195 TCDL 7.0 Rep Stress Incr NO WB 0.68 Horz(TL) 0.06 8 n/a n/a BCLL 0.0* Code IBC2012/TPI2007 (Matrix) Weight:477 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x6 OF No.2 TOP CHORD Structural wood sheathing directly applied or 4-9-4 oc purlins, except BOT CHORD 2x6 DF No.2 end verticals. WEBS 2x4 DF Std G*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0•' • v4)R W1:2x6 DF No.2,W2:2x4 DF No.1&Btr G ,`�R v QFe,S' REACTIONS. (lb/size) 14=11124/0-5-8,8=11127/0-5-8 ,�,*Gj �NG►NE�9 /�2� Max Harz 14=95(LC 14) Max Uplift 14=-3094(LG 10),8=-3095(LC 11) 89782PE 11 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. 1 TOP CHORD 1-15=-7663/2178,15-16=-7615/2185,2-16=7541/2183,2-17=7869/2288, 17-18=-7633/2232,3-18=-7546/2221,3-19=7569/2228,19-20=-7426/2210, v �4j 4-20=-6866/2047,4-21=-6872/2049,21-22=7432/2211,5-22=7576/2230, 9 OREGON o 5-23=-7547/2221,23-24=-7634/2232,6-24=-7869/2289,6-25=7542/2183, Z(/ 2 25-26=-7617/2186,7-26=-7665/2178,1-14=-9999/2855,7-8=-10002/2856 '1iQ`'V4 •1 15' ,¢ BOT CHORD 13-30=-2066/7032,12-30=2066/7032,12-31=-2063/7164,11-31=-2063/7164, 'ipq U R�� 11-32=-2006/7164,10-32=2006(7164,10-33=-1971/7034,9-33=1971/7034 WEBS 4-11=-796/2708,5-11=-1405/500,5-10=-1807/1076,6-10=-1246/2106,6-9=-2684/1567, 3-11=-1406/499,3-12=-1808/1078,2-12=1246/2108,2-13=2682/1567,1-13=2765/9868, 7-9=-2766/9870 EXPIRES: 12/31l2016 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-2-0 oc. QAUi �I Webs connected as follows:2x4-1 row at 0-9-0 oc. ji 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply -• ov WAS.j v connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. W 3)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.It;Exp B;enclosed;MWFRS ,Alp. . ' '., "Ip (envelope)gable end zone;cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 4 4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 5)Unbalanced snow loads have been considered for this design. ' 6)All plates are MT20 plates unless otherwise indicated- i. . 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. $197 9 � 8)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide wilt O zsrE fit between the bottom chord and any other members. p G 9)A plate rating reduction of 20%has been applied for the green lumber members. st. 40NAL r• 10)Bearing at joint(s)14,8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. Continued on page 2 February 18,2016 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. \t Design valid for use only with Mick®connectors.This design is based only upon parameters shown,and is for an individual budding component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual buss web and/or chord members only.Additional temporary and permanent bracing Mitek" is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the �i fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPit Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Solely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply EPR Design-Memory Care 1(1741209 B1600175 K04 Common 6 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:39:22 2016 Page 2 ID:PkD_XJGOgL_6gjCg1 SXZKzsw50-Ud9m8RVHaAxH4FNMEk4ktWXpwpygT7?iazb6GzzjuCJ NOTES- 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)132 lb down and 204 lb up at 14-0-4 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(ptf) Vert:1-4=64,4-7=-64,1-7=-20 Concentrated Loads(lb) Vert:4=-98 � t AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MR-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with M7ekth connectors.This design is based only upon parameters shown,and is for on individual building component,not , a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANS17IP11 Quality Crawl's,D5B-89 and BCSI Building Component 250 Klug Circle Safety Information available horn Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741209 h' 81600175 K04 Common 6 1 Job Reference o•tional Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc.Thu Feb 18 12:39:22 2016 Page 1 ID:PkD_XJGO9L_6gjCg 1 SXZKzsw50-Ud9m8RVHaAxH4FNMEk4ktWXpwpygT7?iazb6GzzjuCJ 1 2-2-12 i 7-7-9 I 14-0-4 I 20-4-15 I 25-3-12 1 28-0-8__H 2-2-12 5-4-13 6-4-11 6-4-11 5-4-13 2-2-12 Scale=1:47.4 4x4= 4 12 s 5.00 •12 1� 18 4x4 % 16 \\19 4x4 20 2x4 II \ -,..„,\�� z\\ / l2X4Ii 1� z \ s 22 71 II 23 24 11 10 25 26 27 9 28 ffd 29 3x4 = 12 8 3x4 = 3x6 = 3x4 — 3x6— 3x4 = 3x6= 2-0-0 22 10-1-1 i 17-11-7 I _ 25-9-12 26r9-8 28-0-8 i _ 2-0-0 0--2 7-10-5 7-10-5 7-10-5 0-2-12 20-0 Plate Offsets(X,Y)— 13.0-1-8.0-2-0],15:0-1-8.0-2-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (toc) I/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.68 Vert(LL) -0.25 9-11 >999 240 MT20 220/195 (RoOf Snow 25.0) Lumber DOL 1.15 BC 0.74 Vert(TL) -0.44 9-11 >649 180 BCDL 0.0*L 7.0 Rep Stress Incr YES WB 0.33 Horz(TL) 0.05 8 n/a rile BCDL 10.0 Code IBC2012/TPI2007 (Matrix) Weight:129 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-11-6 oc purlins. BOT CHORD 2x4 DF No.1&13tr G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing_ WEBS 2x4 DF Std G WEBS 1 Row at midpt 5-8,3-12 i . : i MiTek recommends that Stabil- gels• V'-i be installed during truss erect.1-4,$)Two °a ",4 VII Installation guide. C? 2 REACTIONS. (lb/size) 8=1227/0-5-8,12=1227/0-5-8 89782PE 9� Max Horz 12=114(LC 12) Max Uplift8=-293(LC 13),12=-293(LC 12) Max Gray 8=1228(LC 19),12=1228(LC 18) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. v 40 TOP CHORD 1-13=326/569,2-13=-320/576,2-14=-319/544,14-15=-307/545,3-15=-293/570, 9 OREGON Iti o'* 3-16=-14481346,16-17=1361/355,4-17=1352/362,4-18=1352/363,18-19=1361/355, �� , x1RY Ata 2 Q� 7-22=-326&g6,5-20=-2931570,20-21=-3071545,6-21=319/544,6-22=320/576, R4- Pq U L ,�• �� BOT CHORD 1-23=-514/283,12-23=-514/283,12-24=-376!1391,11-24=-376/1391,10-11=-16711046, 10-25=-16711046,25-26=-167/1046,26-27=-167/1046,9-27=-167/1046,9-28=262/1391, 8-28=-262/1391,8-29=-514/283,7-29=-514/283 EXP AES: 12/31/2016 WEBS 4-9=-1281465,5-9=272/260,5-8=-1611/476,6-8=324/183,4-11=-128/465, 3-11=-273/259,3-12=-1611/476,2-12=-324/183 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=42psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 11-0-4,Exterior(2)11-0-4 to 14-0-4,Interior(1)17-0-4 to 25-0-8 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate • grip DOL=1.60 `` ,F WAS 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow toads have been considered for this design. / , ,,// "` ,-' 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ` `' 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will 4 fit between the bottom chord and any other members,with BCDL=10.Opsf. 6)A plate rating reduction of 20%has been applied for the green lumber members. ,d 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)8=293, ,p 51976 4 12=293. '++ , `�O'TSTE 8)This truss has been designed for a moving concentrated load of 250.0Ib live and 17.0lb dead located at all mid panels and at all panel S� �+`, points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. LINAL 9)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. Continued on page 2 February 18,2016 e I ®WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE M/A74T3 rev.10/03/2015 BEFORE USE. Mil Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permonent bracing ek M�T ° is always required for stability and to prevent collapse with possible personal injury and properly damage.For general guidance regarding the ,,•v., 1177,1`1 fabrication,storage,delivery,erection and bracing of trusses and truss systems.see ANS17fP11 Quality Criteria,DSS-B9 and SCSI Building Component 250 Klug Circle Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741208 81600175 K03 California 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc_Thu Feb 18 12:39:21 2016 Page 2 ID:PkD_XJG0gL_69(Cg1SXZKzsw5O-0RbOw5UfptpQS5oAhOZV6J eDPZkkVCZLJsZkXzjuCK NOTES- 9)This truss has been designed for a moving concentrated load of 250.01b live and 17.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)186 lb down and 190 lb up at 12-0-0,and 186 lb down and 190 lb up at 16-0-8 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-64,3-6=-64,5-8=-64,9-11=-64,11-13=64,1-13=-20 Concentrated Loads(Ib) Vert 24=-87 27=-87 AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MAEK REFERENCE PAGE MN-7473 rev.10/032015 BEFORE USE. mn. Design valid for use only with Mitekr connectors.This design is based only upon parameters shown,and is for on individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing r A' " is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the V 1TekR fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPlt Cttfedo,DSB-89 and BCSI Building Component 250 Klug Circle Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741208 %" 61600175 K03 California 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:39:21 2016 Page 1 ID:PkD_XJGOgL_6gjCg1SXZKzsw5O-0RbOw5UfptpQS5oAh0ZV6J_eDPZkkYCZLJsZkXzjuCK I 9-5-15 11-8-15 11-15-15 14-04 l 16-1-9 16-0-1-1413 18-6-9 j 28-0-8 9-5-15 230 8--0 2-1-5 2-i-5 0-4 2-3-12 9-5-15 Scale=1:492 2x4 II 2x4 II 4x6% 4 6 9 10 qpl II 4x6 5.00 12 .,,. I I 3x4= 8 R*��� ,„ 23 24 25 O 26 27 11 28 �� --\ 29 3x10 20/21 22 \\\\3Q 34 312= cvv 2/ 32 v i I� o 33 34 17 16 35 15 36 *r 37 3x4 = 18 14 3x4= 2x4 I I 5x8— 4x6= 5x8— 2x4 II I 2-0-0 2--i2 9-5-15 I 18-6-9 2 - 8 28-0-8 I 2-0-0 0.Q-2 7-3-3 9-0-10 7-3-3 0-610 2 2-0-0 Plate Offsets(X.Y)— [2:0-4-4.0-1-8],[12:0-3-4.0-1-8].[15:0-4-0.0-1-8],[17:0-4-0.0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL- in (Ioc) 1/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.68 Vert(LL) -0.36 15-17 >791 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.92 Vert(TL) -0.68 15-17 >419 180 TCDL 7.0 Rep Stress Incr YES WB 0.88 Horz(TL) 0.04 14 n/a n/a BCLL 0.0* Code IBC2012/TP12007 (Matrix) BCDL 10.0 Weight:1361b FT=10 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-3-5 oc purlins,except BOT CHORD 2x4 DF No.1&Btr G 2-0-0 oc purlins(4-2-14 max.):3-11. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 6-0-0 0 r,.. ■•.:+'• 2-2-0 oc bracing:15-17- A...11‘ ,S,Fs MiTek recommends that Stab .. ____. •M•A be installed during truss ere,t6cQl. •... .- •. 1- Installation guide. . 17 REACTIONS. (lb/size) 18=1283/0-5-8,14=1282/0-5-8 Ili Max Horz 18=97(LC 16) Max Uplift18=-321(LC 12),14=-321(LC 13) Max Gray 18=1928(LC 30),14=1927(LC 30) c....- -74/00 REGON Wit" FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. � �O 4 TOP CHORD 1-19=-311/568,2-19=-300/574,2-20=-25561381,20-21=-2525/382,21-22=-2405/391, '9 -4AY t b• �¢ 22-23=-2402/391,3-23=-2283/402,3-5=-2231/482,5-24=-2231/482,24-25=-2231/482, �J] 1 7-25=-2231/482,7-26=-2228/481,26-27=2228/481,8-27=-2228/481,8-11=-2228/481, PA U L 11-28=-2330/401,28-29=-2399/390,29-30=2401/390,30-31=2521/381, 12-31=-2553/381,12-32=300/574,13-32=-312/568 BOT CHORD 1-33=506/279,18-33=-506/279,18-34=-5061279,17-34=-506/279,16-17=-375/2440, EXPIRES: 12/31/2016 16-35=375/2440,15-35=-375/2440,15-36=-506/279,14-36=-506/279,14-37=506/279, 13-37=506/279 WEBS 2-18=-1820/422,2-17=-271/1993,12-15=-267/1988,3-17=33/298,7-17=-475/190, 7-15=-479/190,11-15=-30/301,12-14=1819/421 NOTES- PAUL . 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat-II;Exp B;enclosed;MWFRS A`�> (envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 7-8-0,Exterior(2)7-8-0 to 20-4-8,Interior(1)20-4-8 to > 25-0-8 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate ��O w f,'hs7 grip DOL=1.60 r .' '� O 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 A.r,:'' " 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. it r 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. +1 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will 4, 51976 fit between the bottom chord and any other members. °,41.-, 40FS'[1JV 7)A plate rating reduction of 20%has been applied for the green lumber members. d' �G 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)18=321, b0NAL' 14=321. Continued on page 2 February 18,2016 I ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE M8-7473 rev.10/03/2015 BEFORE USE. Design void for use only with Mitek®connectors.This design is based only upon parameters shown,and is for on individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall budding design.Bracing indicated is to prevent bucking of individual buss web and/or chord members only.Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delvery,erection and bracing of trusses and buss systems.see ANS17TP1 Quatly Criteria,DS8.89 and BCSI Building Component 250 King Circle Safety Information available born Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 1 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741207 B1600175 K02 California 1 1 Job Reference o.tional Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:39:19 2016 Page 2 ID:PkD_XJGOgL_6gjCg1 SXZKzsw5O-42TeVPSOHFZiDneoZbW 11 uvEEbuLGj9Gt?NSgezjuCM NOTES- 9)This truss has been designed for a moving concentrated load of 250.0Ib live and 17.Olb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)158 lb down and 187 lb up at 9-11-10,and 158 lb down and 187 lb up at 18-0-14 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-64,3-5=-64,5-7=-64,1-7=20 Concentrated Loads(lb) Vert:18=-59 23=-59 ®WARNING-Verify design parameters Cad READ NOTES ON THIS AND INCLUDED MITEN REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design into the overall MiTek` building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/1P11 Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Cirde Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply EPR Design-Memory Care K174t207 * B1600175 K02 California 1 1 Job Reference o•tional Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc.Thu Feb 18 12:39:19 2016 Page 1 ID:PkD_XjGOgL_6gjCg1 SXZKzswSO-42TeVPSOHFZIDneoZbW 11 uvEEbuLGj9Gt?NSgezjuCM 1 2-2-12 I 9-5-15 9-10-15 14-0-4 I 18-1-9 11-6-p 25-9-12 I 28-0-8 1 2-2-12 7-3-3 0-5-b1 4-1-5 4-1-5 0-'5-0 7-3-3 2-2-12 Scale=1:49.2 4x6 4x6 3x4= 5.0012 3 8 m19 ,?„2, 4 c�1 22 mi -23 o \\ 16 t7„„,..--;>---------- 3x6 � 25 \-\� c' st N 3x6 26 3z6 0 15 -4-�` 6 14 2 27 1 13 -- .__-________ — ._.--.11�---- ��7 28 dM .'� !g- WM_ 1:-...:11 17 PM : — — RA 8 29 M 30 11 10 31 9 32 33 3x6 = 12 8 3x6= 2x4 11 4x8= 4x6= 4x8= 2x4 II l 2-0-0 2-2-2 9-5-15 _ -9-1 •r 8 2:-.-: 2-0-0 04'2 7-3-3 9-0-10 7-3-3 0--12 2-0-0 Plate Offsets(X.Y)- 19:0-4-0,0-1-121 11110-4-0,0-1-121 LOADING(psf) SPACING- 2-0-0 CS!. DEFL. in (lac) I/debt Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.90 Vert(LL) -0.36 9-11 >790 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.91 Vert(TL) -0.67 9-11 >423 180 TCDL 7.0 Rep Stress Incr YES WB 0.53 Horz(TL) 0.03 8 n/a n/a BCLL 0.0* Code IBC2012/TP12007 (Matrix) BCDL 10.0 Weight:128 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Bir G TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purtins,except BOT CHORD 2x4 DF No.1&Btr G 2-0-0 oc purlins(5-2-11 max.):3-5. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 6-0-0 0 10-0-0 oc bracing:9-11. 447' FS MiTek recommends that Stab' <rsta•. •v. �• A- be installed during truss ere, ...a .. .dance with S-.ili `-- Installation guide. Cc' 89782PE "7l REACTIONS. (lb/size) 12=1236/0-5-8,8=1236/0-5-8 Max Horz 12=75(LC 12) Max Uplift 12=292(LC 12),8=-292(LC 13) Max Gray 12=1639(LC 30),8=1639(LC 30) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. -' 174/0 OREGON O`>� er TOP CHORD 1-13=-335/556,13-14=-320/558,2-14=-315/564,2-15=-1880/385,15-16=-1751/393, •9n .QRY A tij•?' !Q' 16-17=-1729/394,3-17=-1698/404,3-18=-1575/426,18-19=-1575/426,19-20=-1575/426, 9/f 1 `V 4-20=-1575/426,4-21=1575/426,21-22=1575/426,22-23=1575/426,5-23=-1575/426, PA(i L R 5-24=-1698/404,24-25=-1729/394,25-26=-1751/393,6-26=-1880/385,6-27=-315/564, 27-28=320/558,7-28=-335/556 BOT CHORD 1-29=-494/384,12-29=-494/384,12-30=-094/384,11-30=-4941384,10-11=366/1685, EXPIRES: 12/31/2016 10-31=366/1685,9-31=366/1685,9-3294/384,8-32=494/384,8-33=-494/384, 7-33=-494/384 WEBS 2-12=-1571/502,2-11=-24511205,3-11=0/308,4-11=-448/157,4-9=448/157,5-9=0/308, 6-9=245/1205,6-8=-1571/502 NOTES- p,f1UL RI 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111 mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS • , W t' (envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 5-4-13,Exterior(2)5-4-13 to 22-7-11,Interior(1) 22-7-11 to 25-0-8 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber / 1��"'� • DOL=1.60 plate grip DOL=1.60 , .,;;, 4 • 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 / ! ' ' •--- - • 3)Unbalanced snow loads have been considered for this design. ' I 4)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,,p 7 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will t51976 �y fit between the bottom chord and any other members. , fi�'ISTET" 7)A plate rating reduction of 20%has been applied for the green lumber members. S +J 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)12=292, SIUNAL ' 8=292. Continued on page 2 February 18,2016 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10103/2015 BEFORE USE. Design valid for use only with MTek®connectors.This design is based only upon parameters shown,and is for on individual building component,rat , a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall e�;� t� ®R building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing IYII l ' is always required for stability and to prevent collapse with possible personal injury and property damage.for general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DS8-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 • Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741206 91600175 KO1 California Girder 1 1 �. Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:39:17 2016 Page 2 ID:PkD_XJGOgL_6gjCg1 SXZKzsw5O-BgLt5kR8leJ?zTUPSAUZyTq_PoDtoiLzQhuLblzjuCO NOTES- 13)Graphical pudin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 14)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)501 lb down and 146 lb up at 20-7-2,and 501 lb down and 146 Ib up at 7-5-6 on top chord. The design/selection of such connection device(s)is the responsibility of others. 15)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(ptf) Vert:1-3=-64,3-5=-147,5-7=-64,1-23=-20,23-28=-46(F=-26),7-28=-20 Concentrated Loads(lb) Vert 3=-501 5=-501 a f ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MIEN REFERENCE PAGE MII-7473 rev.10103/2015 BEFORE USE. Design valid for use only with Mile/:®connectors.This design is based only upon parameters shown,and is for an individual building component,not .. a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and properly damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see AM/MI Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741206 n B1600175 KO1 California Girder 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:39:17 2016 Page 1 IO:PkD_XJGOgL_6gjCg1 SXZKzsw50-8gLt5kR8leJ?zTUPSAUZyTq_PoDtoiLzQhuLblzjuCO 20-8-14 1 2-2-12 1 7-3-10 701-0-1P 14-0-4 I 20-1-9 2q-7-1 25-9-12 1 28- 0-8 2-2-12 5-0-14 -7-5 6-1-5 6-1-5 0-5- 5-0-14 2-2-12 0-1-13 Scale=1:49.2 8x8 = 2x4 II 8x8= 5.00 112 3 / �5 16 GAJ 17 til ,.�� "ff.114 \\ / 19 4x12 � � v / \ !/-- 4x12�\\ 6 � e v .7 Q o- 1 sI$..i.li 21 1 22 11 23 24 25 10 26 27 928 29 li 30 3x4 = 12 8 3x4= 3x4 II 4x12 = 7x14 MT18H= 4x12 = 3x4 II 1 2-0-0 2-2-12 7-3-10 I 14-0-4 1 20-8-14 I 25-9-12 2619-8 28-0-8 1 -- 2-0-0 0412 5-0-14 65-10 6-8-10 5-0-14 0-2-12 2-0-0 Plate Offsets(X.Y)— [2:0-4-4.0-1-8],[3:0-2-4.0-2-12],[5:0-2-4,0-2-12],[6:0-4-4,0-1-8],19:0_3-9,0-2-0],[11:0-3-9,0-2-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (toc) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.60 Vert(LL) -0.23 10 >999 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.85 Vert(TL) -0.56 10-11 >509 180 MT18H 220/195 TCDL 7.0 Rep Stress lncr NO WB 1.00 Horz(TL) 0.09 8 n/a ria BCLL 0.0* Code IBC2012/TPI2007 (Matrix) Weight:136 lb FT=10% BCDL 10.0 _ LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Bir G*Except* TOP CHORD Structural wood sheathing directly applied or 3-0-6 oc purlins,except T2:2x6 DF 2250F 1.7E 2-0-0 oc purlins(3-5-2 max.):3-5. BOT CHORD 2x4 DF No.1&Bir G BOT CHORD Rigid ceiling directly applied or 6-0-0 o • • 'h,,P R WEBS 2x4 DF Std G*Except' MiTek recommends that Stabil • r` •• • a. • W2:2x4 DF No.1&Btr G be installed during truss erect.r1/45.0.7-17; xo a. 'E.1..4. Installation guide. C? REACTIONS. (lb/size) 12=2389/0-5-8,8=2389/0-5-8 Si 89 782 P E vA Max Horz 12=58(LC 10) Max Uplift 12=-720(LC 6),8=-720(LC 7) Max Gray 12=2512(LC 28),8=2512(LC 28) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(ib)or less except when shown. A 9 OR EGON *� TOP CHORD 1-13=173/624,2-13=-162/630,2-14=-4127/1114,3-14=-4091/1121,3-15=5908/1688, , O 15-16=590811688,4-16=-5908/1688,4-17=-5898/1683,17-18=-5898/1683, 5-18=5898/1683,5-19=-4091/1121,6-19=-4126/1115,6-20=-162/630,7-20=173/623 �i4� CRY t�4� BOT CHORD 1-21=-560/187,12-21=-560/187,12-22=-560/187,11-22=560/187,11-23=988/3843, IN UL R 23-24=988/3843,24-25=-988/3843,10-25=988/3843,10-26=-992/3842, 26-27=-992/3842,27-28=-992/3842,9-28=-992/3842,9-29=-560/188,8-29=-560/188, 8-30=560/188,7-30=-560/188 EXPIRES: 12/31/2016 WEBS 2-12=-2426/718,2-11=-974/3796,3-11=-524/311,3-10=-670/2266,4-10=-1533/751, 5-10=-665/2257,5-9=-5251310,6-9=-974/3794,6-8=-2425/719 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone;cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. OV WAS/4v 4)Provide adequate drainage to prevent water ponding. 'SY ret G, 5)All plates are MT20 plates unless otherwise indicated. /T I �p 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. � t.. dai,,,-, • 7)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. - 8)A plate rating reduction of 20%has been applied for the green lumber members. ,q '4r 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)12=720, v1l) 4,,51976.0 i� 8=720. 0/STT . 10)This truss has been designed for a moving concentrated load of 250.OIb live and 17.0lb dead located at all mid panels and at all panel .3' (.i points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. �QNAL 11)Girder carries hip end with 7-7-12 end setback. 12) Fix heels only"Member end fixity model was used in the analysis and design of this truss. February Cotinued on page 2 Y 18 ,2016 1 9 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mitek43i connectors.This design is based only upon parameters shown,and is for an individual budding component,not , � a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall I� building design.Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek'®k* is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIfTPII QuaMy Criteria,DSB-89 and BCSI Budding Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741205 B1600175 JU02 Jack-Open 4 1 I, Job Reference o.tional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:39:16 2016 Page 1 I0:PkD_XJGOgL_6gjCg1 SXZKzsw5O-fUoVtOQW_KB8MKwDuTzKPFHtyO?V3UjgB18o3JzjuCP 3-9-7 3-9-7 Scale=1:17.4 2 1 5.00 12 / ____ 6 5 //l <c- k.).0 PR OfiFS 3x41II ,,G0 AG1NEER d'iO2 89782PE 9f N N �� v OREGON o'er , a -9,4y,-A RY 1`�.(1`, .,,''e 4 3x4 II EXPIRES: 12/31/2016 I 3-9-7 I 3-9-7 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) 1/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.33 Vert(LL) -0.04 3-4 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.35 Vert(TL) -0.05 3-4 >789 180 TCDL 7.0 Rep Stress lncr YES WB 0.00 Horz(TL) 0.03 2 n/a n/a BCLL 0.0* Code IBC2012/TP12007 (Matrix) Weight:12 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No-1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-9-7 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G end verticals. WEBS 2x4 OF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide_ REACTIONS. (lb/size) 4=150/Mechanical,2=107/Mechanical,3=43/Mechanical Max Horz 4=67(LC 12) Max Uptift4=-11(LC 12),2=-79(LC 12) Max Grav4=328(LC 25),2=293(LC 27),3=302(LC 30) FORCES. (Ib)-Max.Comp./Max.Ten--All forces 250(lb)or less except when shown. TOP CHORD 1-4=-291/84 . NOTES- 1)Wind:ASCE 7-10;Vult=l4omph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. 8)Refer to girder(s)for truss to truss connections. U 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,2. pA �vt� 10)This truss has been designed for a moving concentrated load of 250.OIb live and 17.0lb dead located at all mid panels and at all panel 4o WASf , .re points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads- $r G' 7 11)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. "c�5 --", �0 rd51976 Wr, .� � GiISTB s'YIONAL V, February 18,2016 t t ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED rEK REFERENCE PAGE 8867473 rev.1011312015 BEFORE USE. Design valid for use only with MiTeBSI connectors.This design is based only upon parameters shown,and is for on individual budding component,not > Mr a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mitek• is ahvays required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the n• fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741204 '' 61600175 JUDI Jack-Open 18 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:39:15 2016 Page 1 ID:PkD_XJGOgL_69jCg1SXZKzsw50-BHE7g2PuD13HkALOKmS5s2khJ_evK03gzNPFXtzjuCQ I — 5-1D-15 6-p0 5-10-15 0-1-1 Scale=1:18.2 �s°3PROF -------- C.. ----- ,N ��G►NEF. `r/02 5.00112 `rte 89782PE �r 2x4 II /� 2 j -9. OREGON N. i / PAUL Ck 1 j j — , EXPIRES: 12/31 0� 16 2 10 4 ta d 2x4= 9 5 2x4 II 2-0-0 _ 510-15 0-1-0 2-0-0 0-2-1 3-8-3 0-1-1 LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (lac) I/defl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.39 Vert(LL) 0.05 4-5 >977 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.43 Vert(TL) 0.05 4-5 >894 180 TCDL 7.0 Rep Stress lncr YES WB 0.09 Horz(TL) -0.13 3 Na n/a BCLL 0.0' Code IBC2012ITP12007 (Matrix) Weight:18 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=80/Mechanical,4=16/Mechanical,5=397/0-5-8 Max Horz 5=111(LC 12) Max Uplift3=-73(LC 12),4=-59(LC 27),5=-91(LC 8) Max Gray 3=282(LC 29),4=291(LC 33),5=591(LC 27) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-5=-335/285 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.It;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,4,5. 9)This truss has been designed for a moving concentrated load of 250.OIb live and 17.01b dead located at all mid panels and at all panel pAj jj, RI points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 1,:k 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. ��o'//WAS!-j4,.'4 V'b.. 4',r `. Yds51976 .4 °.� 'Gzs1 rff S810NALO— February 18,2016 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MlTEK REFERENCE PAGE Mit-7473 rev.10/0312015 BEFORE USE. let Design valid for use only with MiTekS connectors.This design is based only upon parameters shown,and is for on individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is°Ways required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quafiy Criteria,058-80 and SCSI Building Component 250 Klug Circle Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 r Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741203 /31600175 JTO1 Jack-Open 2 1 p Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:39:15 2016 Page 1 ID:PkD_XJGOgL_6gjCg1 SXZKzsw50-BHE7g2PuD 13HkALOKmS5s2kfs_bl KOrgzNPFXtzjuCQ I 7-10-15 8-pto 7-10-15 0-1-1 Scale=1:22.3 3 4 5.00112 / // 11 /------- _ ._:_______10/ 9 ro 2x4 H B_,/- - /ld1;1111111H1 • • • i r i' to 2x4= 12 ffa13 62x4 II 5 I 2-0-0 212-12 7-10-15 8-P)0 2-0-0 Q-2-1 5-6-3 0-1-1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.54 Vert(LL) -0.14 5-6 >490 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.60 Vert(TL) -0.22 5-6 >312 180 TCDL 7.0 Rep Stress lncr YES WB 0.10 Horz(TL) -0.14 3 n/a n/a BCLL 0.0* Code IBC2012/TP12007 (Matrix) Weight:24 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Std G MiTek recommends that Stabilizers and =•. -= •racing be installed during truss erection,i ,10c ,j"r-• .-r Installa5on guide_ REACTIONS. (lb/size) 5=50/Mechanical,6=460/0-5-8,3=158/Mechanical Max Horz 6=150(LC 12) ,.\ '� F i p-"S, Max Uplift5=-6(LC 27),6=-89(LC 8),3=-119(LC 12) $9782 P E V` Max Gray 5=315(LC 33),6=559(LC 27),3=302(LC 29) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-6=-380/330 NOTES- Z'/�j OREGON O'', Q` 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS -st &xi pp y A 6? �Q` (envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 3-8-0,Exterior(2)3-8-0 to 7-10-15 zone;cantilever left R,r 1"4 and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 PA U L 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. EXPIRES- 12/31/2016 5)"This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. 8)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5,6 except(jt=1b) pA.UL jov 3=119. 10)This truss has been designed for a moving concentrated load of 250.0Ib live and 17.01b dead located at all mid panels and at all panel l' +� points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. , C 7 11)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. ' . ' 4**7).11P" 0 , ,6 ..4- ,..p ,4, 51976 $ , 4V'1sTER-' c' ,Rt-,„. 7oNALW'G February 18,2016 MIMI ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MR-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mit eke connectors.This design is based only upon parameters shown,and is for on individual building component,not ,. a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overa8 building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` is("Ways required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the ,*■ fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPii Quality Criteria,DS8-80 and SCSI Building Component 250 Klug Circle Solely Intoonotion available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741202 , B1600175 JR01 Jack-Open 2 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:3914 2016 Page 1 ID:PkD_XjGOgL_6gjCg1 SXZKzsw50-j5glSiPGSjxQ60mgm2xsKgCU6aF3bZbXkjth_RzjuCR I 7-10-19 8-pi0 7-10-15 0-1-1 3 4 it Scale=1:22.3 5.00112 11 / 1 M 2x4 II _!__---------- 2 7 j s' / • Im c o 2x4 = 12 < 13 6 2x4 II 5 I 2-0-0 2.i-1y 7-10-15 6-pi0 2-0-0 0-2-12 5-8-3 0-1-1 LOADING(psf) SPACING- 2-0-0 CS!. DEFL. in (lac) 1/defl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.54 Vert(LL) -0.14 5-6 >490 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.60 Vert(TL) -0.22 5-6 >312 180 TCDL 7.0 Rep Stress Incr YES WB 0.10 Horz(TL) -0.14 3 n/a n/a BCLL 0.0' Code IBC2012/TP12007 (Matrix) Weight:24 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DE No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Std G MiTek recommends that Stabilizers and =-. -_ .racing be installed during truss erection,i vel c 1.:r:. :-r Installation guide. L i REACTIONS. (lb/size) 5=50/Mechanical,6=46010-5-8,3=158/Mechanical ' Max Horz 6=150(LC 12) C N a Max Uplift5=-6(LC 27),6=89(LC 8),3=-119(LC 12) 89782PE - Max Gray 5=315(LC 33),6=559(LC 27),3=302(LC 29) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-6=-380/330 •NOTES- A 9 OREGON N.o 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS .17 2t/,qR 15 `Z 42:c(envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 3-8-0,Exterior(2)3-8-0 to 7-10-15 zone;cantilever left �� ��4 and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 AA U L 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. EXPIRES: 12/31/2016 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. 8)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5,6 except(jt=1b) PAUL Alt, `�i� 10)This truss has been designed for a moving concentrated load of 250.01b live and 17.OIb dead located at all mid panels and at all panel OP WA83r14 points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. `° r, G>,11)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 7r r4�� ��,51976 �'� 4:4:1 b.ig �t s`r��NALE�G February 18,2016 1 g,WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10103P2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for on individual budding component,not ,. a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall e building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Milk" is always required for stability and to prevent collapse with possible personal injury and properly damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/11,11 Quality Criteria,DS8-89 and SCSI Bonding Component 250 Klug Circle Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 r Job Truss Truss Type Oty Ply EPR Design-Memory Care K1741201 B1600175 JP02 Jack-Open 2 1 e Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:39:14 2016 Page 1 ID:PkD_XJGOgL_6gjCg1 SXZKzsw5O-jsglSiPGSjxQ60mgm2xsKgCTIaEMbZmXkjfh_RzjuCR I - 8-0-0 I 9-11-7 I 8-0-0 1-11-7 Scale=1:27.0 4 m 12 A R 0 3 5.00 12 11 9 e 2x4 II 8 2 1 A 2x4= 13 \ - 14 6 5 2x4 I I I 1-9-0 1-11-12 8-0-0 I 1-9-0 0-2-12 6-0-4 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.63 Vert(LL) -0.16 5-6 >453 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.64 Vert(TL) -0.26 5-6 >271 180 TCDL 7.0 Rep Stress lncr YES WB 0.09 Horz(TL) -0.11 4 n/a n/a BCLL 0.0 * Code IBC2012ITPI2007 (Matrix) Weight:27 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. DOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Std G MiTek recommends that Stabilizers and =•-. • .._ +racing ' be installed during truss erection,i .....04411..N• -r Installation guide. REACTIONS. All bearings Mechanical except Qt=length)6=0-5-8,3=0-1-8. ,Co�� G)N Ek-z.,‘So (lb)- Max Hors 6=186(LC 12) �ry 9 Max Uplift All uplift 100 lb or less at joint(s)4,6 except 3=-165(LC 12) CC. 8g 782 P E f Max Gray All reactions 250 lb or less at joint(s)except 4=280(LC 32),5=320(LC 36),6=535(LC 29),3=318(LC 31) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-6=-384/293 NOTES- -7 OREGON ooh Q` 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111 mph;TCDL=4.2psf;BCDL=6.0psf,h=25ft;Cat.11;Exp B;enclosed;MWFRS -7,...,IV A 6, �Q (envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 5-7-12,Exterior(2)5-7-12 to 9-10-11 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 Pq U L 1:k\$ 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. EXPIRES: 12/31/2016 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,6 except(jt=lb) pAUL 3=165. i", 10)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. O 11)This truss has been designed for a moving concentrated load of 250.0Ib live and 17.0lb dead located at all mid panels and at all panel •w � �,� points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. F., "ifittp 12)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. x 4, '1+ ,,0,51976 xt,>> 3) 'ts'I'ER - i ,c...,* "L4.6 �� February 18,2016 1 _ t ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII.7473 rev.16/03/2015 BEFORE USE. , Design valid for use only with MiTekS connectors.This design is based only upon parameters shown,and is for an individual budding component,not o truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage.for general guidance regarding the fabrication,storage.delivery.erection and bracing of trusses and truss systems,see ANSI/Tpli Quality Criteria,DSB-89 and SCSI Building Component 250 Mug Circle Safety Irformalion available from Truss Plate institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 w Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741200 P B1600175 JP01 Jack-Open 4 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:39:13 2016 Page 1 ID:PkD_XJGOgL_6gjCg1 SXZKzsw5O-Fv6NFMOehPpZVsBeDLPdndfJMAvgs6MOV3w8S_zjuCS I 7-10-15 8-Pio 7-10-15 0-1-1 Scale=1:22.3 3 4 11 5.00 FE 11 1/ 9 _/ M 2x4 II 8 2 7 P 1 ! //.-....____. p • �� 2x4 = 12 �\ 13 62x4 II 5 I 2-0-0 2-2-12 7-10-15 8-Pr° 2-0-0 0-2-1 5-8-3 0-1-1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL- in (lac) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.54 Vert(LL) -0.14 5-6 >490 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.60 Vert(TL) -0.22 5-6 >312 180 TCDL 7.0 Rep Stress Incr YES WB 0.10 Horz(TL) -0.14 3 n/a nla BCLL 0.0 * Code IBC2012/TP12007 BCDL 10.0 (Matrix) Weight:24 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Std G MiTek recommends that Stabilizers and =• ._ •racing • be installed during truss erection,i ..r.Ocpr�it....• .•r Installation guide. � - S's REACTIONS. (lb/size) 5=50fMechanical,6=460/0-5-8,3=158/Mechanical �Gj �Nc'(N -k- lO Max Hors 6=150(LC 12) C? Max Uplift5=-6(LC 27),6=89(LC 8),3=-119(LC 12) CC 89782 P E �c' Max Gray 5=315(LC 33),6=559(LC 27),3=302(LC 29) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-6=-380/330 NOTES- 9 OREGON �',. 1)Wind:ASCE 7-10;Vult=l40mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS -57,6gRy A5 `L 2- (envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 3-8-0,Exterior(2)3-8-0 to 7-10-15 zone;cantilever left '74- 0 and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOLx1.60 plate grip DOL=1.60 Pq UL - 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. EXPIRES: 12/31/2016 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. 8)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5,6 except(jt=lb) PA'MITI, 3=119. 1�j�� 10)This truss has been designed for a moving concentrated load of 250.01b live and 17.01b dead located at all mid panels and at all panel 4.y.- o' V'1ASi7,. Iti. points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. •w• C� 11)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. • 0 it S'ONAL 06 February 18,2016 a e MMIMMI AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII.7473 rev.10/03)2015 BEFORE USE. mllit Design stolid for use only with MiTek13>connectors_This design is based only upon parameters shown,and is for on individual budding component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the ,•, 1� fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/I'M Qualify Criteria,DSII-89 and SCSI Bonding Component 250 Klug Circle Safety tnformalion available from Truss Plate Institute,2t8 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 r Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741199 81600175 JNO2 Jack-Open 2 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:39:13 2016 Page 1 ID:PkD_XJGOgL_6gJCg1SXZKzsw5O-Fv6NFMOehPpZVsBeDLPdndflYAvns6SOV3w8S_zjuCS I — 8-0-0 i 9-1-3 H 8-0-0 1-1-3 4 Scale=1:25.1 3 11 co 1a 5.00 12 _�� 1 / o e 6 v 2x4 i 2 �i/ 7 Yy—yii _ •A 0 2x4 = 12 13 6 5 2x4 H 2-0-0 2--1 8-0-0 2-0-0 0--1 5-9-4 i LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (ioc) I//deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.59 Vert(LL) -0.14 5-6 >488 240 MT20 2201195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.60 Vert(TL) -0.22 5-6 >308 180 TCDL 7.0 Rep Stress Ina YES WB 0.10 Horz(TL) -0.14 4 n/a n/a BCLL 0.0* Code IBC2O12/TP12007 (Matrix) Weight:26 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Std G MiTek recommends that Stabilizers and ,•-. .: .racing be installed during truss erection,i -. .3..04R j.:.:• -r Installation guide- <(, S . REACTIONS. All bearings Mechanical except Qt=length)6=0-5-8,3=0-1-8. N G1 N,'�C , (Ib)- Max Horz 6=170(LC 12) Max Uplift All uplift 100 lb or less at joint(s)4,5,6 except 3=-141(LC 12) 89782 P E �9r Max Gray All reactions 250 lb or less at joint(s)except 4=274(LC 32),5=315(LC 36),6=559(LC 29),3=309(LC 31) FORCES. (Ib)-Max-Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-6=-390/309 NOTES- 9 OREGON o�H 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS �J , •-ARy 16,r1" Q* (envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 4-9-8,Exterior(2)4-9-8 to 9-0-7 zone;cantilever left � - ��� and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 PA UL R 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. EXPIRES: 12/31/2016 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,5,6 except Qt=1b) U 3=141. • TAULAt, v� 10)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. �v WAS 11)This truss has been designed for a moving concentrated load of 250.OIb live and 17.Olb dead located at all mid panels and at all panel Yom.r� points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads- f/ - ,y p 12)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. f . + _ • 4 mitilri -1. `°t 51976 o ,'=6 'PI0NALG February 18,2016 I I ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 110-7473 rev.10103/2015 BEFORE USE. Nit Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overat building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members onty.Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the t n fabrication,storage,dereery,erection and bracing of trusses and truss systems,see ANSI/SPlt Quality Criteria,DSB-8?and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 If Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741198 1 81600175 JNO1 Jack-Open 4 1 Job Reference(opfonal) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc-Thu Feb 18 12:39:12 2016 Page 1 ID:PkD_XJGOgL_6gjCg 1 SXZKzsw5O-niY_ION?x6hiticRfduOFP68cnab7g6EGPAawYzjuCT I 7-10-15 8-0r0 7-10-15 0-1-1 Scale=1:22.3 3 l 5.00 FIT ..--------------- 11 it 10 H �j/ M 2x46 // 2 7 �� X """���/// fr to 2x4 = 12 13 6 2x4 II 5 I 2-0-0 2.1212 7-10-15 8-0i0 2-0-0 0-2-1 5-8-3 0-1-1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) 1/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.54 Vert(LL) -0.14 5-6 >490 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.60 Vert(TL) -0.22 5-6 >312 180 TCDL 7.0 Rep Stress Ina' YES WB 0.10 Horz(TL) -0.14 3 n/a n/a BCLL 0.0* Code IBC2012ITPI2007 (Matrix) Weight:24 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No_1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Std G MiTek recommends that Stabilizers and .•.- ._ •racing be installed during truss erection,i ‘•56c 'j..r• -r Installation guide. REACTIONS. (lb/size) 5=50/Mechanical,6=460/0-5-8,3=158/Mechanical \Co 1JGl NEF So Max Horz 6=150(LC 12) �(S �"9 Max Uplift S=6(LC 27),6=-89(LC 8),3=119(LC 12) 89782 P E r' Max Gray 5=315(LC 33),6=559(LC 27),3=302(LC 29) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-6=-380/330 NOTES- 59y OREGON 4�h�., 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf,h=25ft;Cat.Il;Exp B;enclosed;MWFRS -s! UgRY .�c ? ....,g- (envelope) Q (envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 3-8-0,Exterior(2)3-8-0 to 7-10-15 zone;cantilever left S'jt \� and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 PA(�L 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. EXPIRES: 12/31/2016 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. 8)Refer to girder(s)for truss to truss connections. 4tov 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5,6 except(jt=lb) pAjjj, 3=119. v 10)This truss has been designed for a moving concentrated load of 250.0Ib live and 17.OIb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. ///4) WASk>• , 11)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. AV l ['- C t.111,� 0 " .,) 51976 X44, MOISTER' .e' SS70NAL- February 18,2016 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. sum Design valid for use only with MiTeke connectors.This design is based only upon parameters shown,and n for on individual buidirg component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek° is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the Ci fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP11 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 r Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741197 61600175 JMO3 Jack-Open 2 1 Ar Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:39:11 2016 Page 1 ID'PkD_XJGOgL_6gjCg t SXZKzsw50J W_cggMNAoZTFY1 F5wN9iCa?SNHtODS52mR 1 N6zjuCU I 5-8-0 I 9-10-15 1 5-8-0 4-2-15 Scale=127.2 >,.,--- ___..------- 5.00 5.00 1 12 3 �� 9 o 2x4 11 8 2/ / � 1 3 q J N 0 .. 2x4= 11 P.41 12 6 5 2x4 11 I 2-0-0 2-2-112 5-8-0 I 2-0-0 0-2-12 3-5-4 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.44 Vert(LL) 0.04 5-6 >999 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.44 Vert(TL) 0.04 5-6 >918 180 TCDL 7.0 Rep Stress Mncr YES WB 0.07 Horz(TL) TL) -0.12 3 n/a n/a BCDL 10.0BCLL 0.0 * Code IBC2012/TP12007 (Matrix) Weight:24 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-8-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Std G MiTek recommends that Stabilizers and :• -- .racing be installed during truss erection,i - ....04:441..... -r Installation guide. REACTIONS. All bearings Mechanical except(jt=length)6=0-5-8,3=0-1-8. \� !�(j) k'� /O (Ib)- Max Holz6=185(LC 12) [i19 Max Uplift Ail uplift 100 lb or less at joint(s)4,5,6 except 3=-172(LC 12) 89782 P E Cyt Max Gray All reactions 250 lb or less at joint(s)except 4=296(LC 32),5=287(LC 36),6=599(LC 29),3=309(LC 31) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-6=-335/210 NOTES- -9 OREGON OKh 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS 17 0i(� tJ,�' Q� (envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 5-7-4,Exterior(2)5-7-4 to 9-10-3 zone;cantilever left ��— Ry ,4� and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 PAUL R 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. EXPIRES: 12/31/2016 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connection& 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,5,6 except Qt=lb) 3=172. PAUL ---11/_,b 10)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. ,6v WA;SI7>, •oe? 11)This truss has been designed for a moving concentrated load of 250.01b live and 17.OIb dead located at all mid panels and at all panel r.. ,••167 points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. � 12)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. - '�:, ,• I ' "d51976 ', 9,4.>„ �'0rsTeR`° ‘-7-ss,lG oNAL- February 18,2016 A WARNING-Verify �� design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI!-74T3 rev.1QT3/28f5 BEFORE USE. ,,Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and is for on individual building component,not a truss system.Before use,the budding designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent bucking of individual Buss web and/or chord members only.Additional temporary and permanent bracing is always required tor stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the MiT®k� fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIRPtl quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available Born Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. - Corona,CA 92880 A Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741196 • 61600175 JM02 Jack-Open 2 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc.Thu Feb 18 12:39:11 2016 Page 1 ID:PkD_XJGOgL_6gjCg 1 SXZKzsw5O-JW_cggMNAOZrFY1 F5wN9iCa0PNFftODG52mR1 N6zjuCU I 5-8-0 I 7-10-15 I 5-8-0 2-2-15 Scale=1:22.5 4 �4 4 12 5.00 12 1/ 1��/ M 9 n " 2x4 I 6 cS 2 7 II N n 2x4= 13 OM 14 6 2x4 II 5 I 2-0-0 212-1 5-8-0 I 2-0-0 0-2-12 3-5-4 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (toc) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.38 Vert(LL) 0.04 5-6 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.44 Vert(TL) 0.04 5-6 >918 180 TCDL 7.0 Rep Stress Incr YES WB 0.08 Horz(TL) -0.12 4 n/a n/a BCLL 0.0* Code IBC2012ITP12007 (Matrix) Weight:21 lb FT=10 BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-8-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Std G MiTek recommends that Stabilizers and .,• .racing be installed during truss erection,i ; :J+r l)cR'J.r-• --r Installation.uide. _....,{.,..r .4 REACTIONS. All bearings Mechanical except(jt=length)6=0-5-8,3=0-1-8- ��N �N `j(/j 12 (Ib)- Max Horz 6=148(LC 12) Max Uplift All uplift 100 lb or less at joint(s)4,5,6 except 3=-123(LC 12) gg 7$2 P E Max Gray All reactions 250 lb or less at joint(s)except 4=282(LC 32),5=287(LC 36),6=599(LC 29),3=295(LC 31) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-6=-335/248 NOTES- (...• OREGON Q'D 4' 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=42psf;BCDL=6.0psf;h=258;Cat.II;Exp B;enclosed;MWFRS �17 2�gf?Y 15;1' Q` (envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 3-7-4,Exterior(2)3-7-4 to 7-10-3 zone;cantilever left 'Yi 1J and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 PA UL % 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. EXPIRES: 12/31/2016 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,5,6 except{jt=lb) 3=123. 10)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. fM .11)This truss has been designed for a moving concentrated load of 250.01b live and 17.0lb dead located at all mid panels and at all panelpoints along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. ,, {? 12)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 51976 t� % .0IsTE-W. ' sSZONALOG February 18,2016 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 8111-7473 rev.16/03/2015 BEFORE USE. Design valid for use only with Mlek411 connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MITA' is always required for stability and to prevent collapse with possible personal injury and properly damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and buss systems,see ANSI/TPIt Quality Criteria,DS13-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741195 81600175 JMO1 Jack-Open 2 1 �. Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:39:10 2016 Page 1 ID:PkD_XJGOgL_6gjCg1 SXZKzswSO-rKQEdKLIPUR_ePS3XCsw9_1 rgzxdfmrxp6hUrfzjuCV .r 5-8-0 0-2-1 Scale=1:18.2 3 / _� GP E -9 `S f0 5.00 12 " ,t7 2"9 I i 7 2x4 /� �I 8s7$2PE 2• � Q •TI �h 6 x-5;9. '111;RY 2.k, 1 \ EXPI• S: 12/31/2016 2x4= 9 � 10 4 5 2x4 II 2-0-0 2.2-1 5-8-0 I 2-0-0 0-2-1 3-5-4 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) 1/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.38 Vert(LL) 0.04 4-5 >999 240 MT20 2201195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.44 Vert(TL) 0.04 4-5 >914 180 TCDL 7.0 Rep Stress!nor YES WB 0.09 Horz(TL) -0.12 3 n/a n/a BCLL 0.0* Code IBC2012/TP12007 (Matrix) Weight:18 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 OF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-8-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide_ REACTIONS. (lb/size) 3=78/0-2-15,4=10/Mechanical,5=395/0-5-8 Max Horz 5=110(LC 12) Max Uplift 3=-72(LC 12),4=-73(LC 28),5=-92(LC 8) Max Gray 3=281(LC 30),4=287(LC 34),5=598(LC 28) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-5=-3351283 NOTES- 1)Wind:ASCE 7-10;VuIt=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,4,5. PAUL & 10)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. 11)This truss has been designed for a moving concentrated load of 250.01b live and 17.0Ib dead located at all mid panels and at all panel ONV points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. ..4AS w C 12)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. /Q �' = 10 p ''\ "d+ 51976 O 10NAL �G February 18,2016 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 me.10/032015 BEFORE USE. Design valid for use only with MitehE connectors.This design is based only upon parameters shown,and is for on individual budding component,not o truss system.Before use,the building designer must verify the apptcabdity of design parameters and properly incorporate thn design into the overall building design.Bracing indicated is to prevent buckdng of individual truss web and/or chord members only.Additional temporary and permanent bracing !Ariel(' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPIU Quality Criteria,D8B-89 and SCSI Building Component 250 Klug Circle Safety Information available horn Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. - Corona,CA 92880 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741194 B1600175 JLO4 Jack-Open 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:39:10 2016 Page 1 I D:PkD_XJGOgL_6gjCg1 SXZKzsw50-rKQEdKLIPUR_ePS3XCsw9_t I?ztQfnExp6hUrfzjuCV 6-0-0 11-2-7 I 6-0-0 5-2-7 Scale=1:34.2 43 9 / ]o 5.0012 3 8 2 71 / o b 3x6 H 1 �II N u 10 64x6= 5 I 6-0-0 6-0-0 Plate Offsets(X.Y)— [6:Edge.0-1-8] LOADING(psf) SPACING- 2-0-0 CS!. DEFL. in (lac) 1/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.74 Vert(LL) -0.14 5-6 >483 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.64 Vert(TL) -0.26 5-6 >263 180 TCDL 7.0 Rep Stress Ina- YES WB 0.00 Horz(TL) 0.10 4 n/a n/a BCLL 0.0* Code IBC2012JTPI2007 (Matrix) Weight:26 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No-1&Btr G end verticals. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0.• . e10gP R oF MiTek recommends that Stabili • c . v �f be installed during truss erect..r1/45.t.)11.o;e , 1.r. ..+' efo Installation guide. C? REACTIONS. All bearings Mechanical except(jt=length)2=0-1-8,3=0-1-8. 89782 P E (lb)- Max Holz 6=205(LC 12) vA Max Uplift All uplift 100 lb or less at joint(s)4 except 2=-174(LC 12),3=-112(LC 12) Max Gray All reactions 250 lb or less at joint(s)except 6=366(LC 26),4=289(LC 32), 5=324(LC 35),2=323(LC 30),3=303(LC 31) v N.9,y QREGON 0 Q` FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-6=-307/73 1,9) CRY � • �� NOTES- j� / pA U L C\` 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)0-1-13 to 3-1-13,Interior(1)3-1-13 to 6-10-12,Exterior(2)6-10-12 to 11-1-11 zone; EXPIRES: 12/31/2016 cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TOLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category It;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10-0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members- pA �Kb 7)Refer to girder(s)for truss to truss connections. ov WASA>, t, 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)2,3. C 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4 except(jt=lb)2=174 14' /A0,...- >,,, p • 3=112. � , 10)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)2,3. �": 11)This truss has been designed for a moving concentrated load of 250.O1b live and 17.0lb dead located at all mid panels and at all panel ;! points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. ;r ,zk, 12)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. ',P 4, 51976 �� '0zsTES- . ' s`r1ONAL06 February 18,2016 t l WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mll. Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and is for on individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing �Y�11 iTek° is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the R fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/T141 Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available horn Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 F Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741193 B1600175 JLO3 Jack-Open 2 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:39:09 2016 Page 1 ID:PkD_XJGOgL_6gjCg1SXZKzsw5O-N7tsP_L7eBJ70Ftt_VLhdnUafZXBwK_oaSywJDzjuCW I 6-0-0 9-10-15 1 6-0-0 3-10-15 Scale:3/8"=1' 4 ,B Iq 5.00 112 3 9 z 8 / ic/ t' h 3x6 � — 1.___ -„ .- - N I 11 e4x6 II 5 1 6-0-0 I 6-0-0 Plate Offsets(X.Y)— [6:0-3-0,0-0-8J LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) l/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.72 Vert(LL) -0.14 5-6 >483 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.64 Vert(TL) -0.26 5-6 >263 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.10 4 n/a n/a BCLL 0.0* Code IBC2012/TP12007 (Matrix) Weight:24 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G end verticals_ WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0.- . .einc,p R Q V « MiTek recommends that Stabil' - fy•)[l. • :r be installed during truss ere.-•rtaGp"a«,„ •-.r. f 2,..... •I Installation guide. ,C7 REACTIONS. All bearings Mechanical except(jt=length)2=0-1-8,3=0-1-8. (Ib)- Max Horz 6=181(LC 12) 893$2PE Max Uplift All uplift 100 lb or less at joint(s)4,3 except 2=-172(LC 12) Max Gray All reactions 250 lb or less at joint(s)except 6=366(LC 26),4=280(LC 32), 5=324(LC 35),2=323(LC 30),3=294(LC 31) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. if 9//QR EGON O�� v- TOP CHORD 1-6=-307/84 -7,5, 9fly Ab,f�'&Q NOTES- `i PAUL ,‘,..1 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf,h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)0-1-13 to 3-1-13,Interior(1)3-1-13 to 5-7-4,Exterior(2)5-7-4 to 9-10-3 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 EXPIRES: 12/31/2016 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)"This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. UL 7)Refer to girder(s)for truss to truss connections. ":,..0V PAUL 4 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)2,3. Alt +YY_9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,3 except(jt=lb) � 0 2=172. ��( y• O 10)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)2,3. - .':� 11)This truss has been designed for a moving concentrated load of 250.01b live and 17.0lb dead located at all mid panels and at all panel .. j' ,f points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. --,��' ` 12)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. ,,p / 5 r Q *P519?6 w r), -GISTEW.e' 4s, '9IoNAL16.6 February 18,2016 r a ®WARNING-Verify design parameters and READ NOTES ON TENS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. imot Design void for use only with M7ek®connectors.lbs design is based only upon parameters shown,and is for an individual butding component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiT®k° is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the ,* fabrication,storage,delivery,erection and bracing o1 trusses and truss systems,see ANSI/1P11 Qualify Criteria,DSB-89 and SCSI Budding Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 1 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741192 T B1600175 JL02 Jack-Open 2 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc.Thu Feb 18 12:39:09 2016 Page 1 ID:PkD_XjGOgL_6gjCg1SXZKzsw5O-N7tsP_L7eBJ70Ftt_VLhdnUaPZXBwK_oaSywJDzjuCW I 6-0-0 1 7-10-15 l 6-0-0 1-10-15 Scale=127.2 9 Ia 5.00 r12- 2 6<;_„....- r 6 3x6 II 1. ,...,,..----;___,.„-- L__ 10 5 4 4x6 II I 6-0-0 I 6-0-0 Plate Offsets(X.Y)— 15:0-3-0.0-0-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.73 Vert(LL) -0.14 4-5 >483 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.64 Vert(TL) -0.26 4-5 >263 180 TCDL 7.0 Rep Stress!nor YES WB 0.00 Horz(TL) 0.10 3 n/a n/a BCLL 0.0' Code IBC2012/TPI2007 (Matrix) Weight:21 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G end verticals_ WEBS2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0.- be installed during truss erect.n,,,.moo •r, i• .t-+ ei6 Installation guide. C? I, REACTIONS. All bearings Mechanical except Qt=length)2=0-1-8. cr 89782 P E V1' (Ib)- Max Horz 5=144(LC 12) Max Uplift All uplift 100 lb or less at joint(s)5,3 except 2=-165(LC 12) Max Gray All reactions 250 lb or less at joint(s)except 5=366(LC 26),3=280(LC 30), 4=324(LC 33),2=322(LC 29) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. . -9 OREGON If) '1 TOP CHORD 1-5=-307/119 1,9 K. 1� 2 �Q NOTES- PA UL ir ��J 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111 mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)0-1-13 to 3-1-13,Interior(1)3-1-13 to 3-7-4,Exterior(2)3-7-4 to 7-10-3 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 EXPIRES: 12/31/2016 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow toads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)2. ON 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5,3 except(jt=lb)2=165. 10)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)2. 11)This truss has been designed for a moving concentrated load of 250.OIb live and 17.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. a*`r 12)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. ,, ', T a 51976 xra 7'0tet �GZSTEV- ss-IoNAL 3?- February 18,2016 , f . ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED HITEK REFERENCE PAGE MII-7473 rev.18/03/2015 BEFORE USE. Design valid for use only with MTek®connectors.This design is based only upon parameters shown,and is for on individual building component,not , a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Milt*. is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the �YB 1 R fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIRPIl Quality Criteria,DSB-84 and BCSI BuIding Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.lee Street.Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741191 B1600175 JLO1 Jack-Open 2 1 ,r Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:39:08 2016 Page 1 ID:PkD_XJGOgL_6gjCg 1SXZKzsw5O-uxJUCtKVttBGOSlgGngS4ZyQx9BOBtkeMoCNnnzjuCX 5-10-15 61110 5-10-15 0-1-1 Scale=1:22.5 2 500112 6 5 ��. \ 0 PROFF6,, NGINE , /© 3x611 89782PE �>! 1 pi -94/&OREGON Q- Io "4',Q�'CRY 15°;� " 7 PA U ' 4 3 4x6 H EXPIRES: 12/31/2016 l 5-10-15 6-pl0 5-10-15 0-1-1 Plate Offsets(X,Y)— [4:0-3-0.0-0-4] LOADING(psf) SPACING- 2-0-0 CSI. DEFL- in (toc) Udell Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.65 Vert(LL) -0.14 3-4 >485 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.64 Vert(TL) -0.26 3-4 >266 180 TCDL 7.0 Rep Stress Ina- YES WB 0.00 Horz(TL) 0.10 2 n/a n/a BCLL 0.0 * Code IBC2012/TPI2007 (Matrix) Weight 18 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G end verticals. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=241/Mechanical,2=170/Mechanical,3=70/Mechanical Max Horz 4=106(LC 12) Max Uplift4=-30(LC 12),2=-119(LC 12) Max Grav4=365(LC 29),2=308(LC 27),3=323(LC 30) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-4=-305/142 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.Il;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category It;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide wilt fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. UL 8)Refer to girder(s)for truss to truss connections. PA �� 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4 except(jt=lb) 001 WAS , ' 2=119. Yr3 10)This truss has been designed for a moving concentrated load of 250.OIb live and 17.Olb dead located at all mid panels and at all panel / �yr� h O • points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads- ' 'Z 11)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 51976 `40NALS' February 18,2016 l 1 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIf-7473 rev.10/132015 BEFORE USE, t Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M"Tek° is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.see ANSI/TPIn Quality Galena,DSB-89 and BCSI Building Component 250 Klug Circle Safety Inforrnotlon available horn Truss Rote Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741190 T B1600175 JK03 Jack-Open 6 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc_Thu Feb 18 12:39:08 2016 Page 1 ID:PkO_X jGOgL_6giCg1 SXZKzsw5O-uxJUCfKVttBGO5lgQngS4ZyV69FEBsKeMoCNnnzjuCX I 5-10-15 I 5-10-15 Scale=1:18.2 PR()Fe 3 r �ti�' ° ca 'r4�N NGINE F/9 s/02 5.0012 cc 89782PE �� 7 ��i 2x4 �/�/� N 2 S' GREG©N p,\h -------- - ...,_:574`0,,R- 7.4? 0gRY1�'2l�,Q- 6 % /// di— PAUL ��J 1 /�/ EXPIRES: 12/31/216 \/ 2x4 = 9 /\ 10 4 5 2x4 H I 2-0-0 2(2-12 5-10-15 2-0-0 0-2-1 3-8-3 LOADING(psf) TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (lac) l/deft L/d PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.38 Vert(LL) 0.04 4-5 >993 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.43 Vert(TL) 0.05 4-5 >897 180 BCLL 0 0* Rep Stress Mu YES WB 0.09 Horz(TL) -0.13 3 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 (Matrix) Weight:18 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DE No.1&BV G TOP CHORD Structural wood sheathing directly applied or 5-10-15 oc purlins. BOT CHORD 2x4 DF No.1&Bir G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=80/Mechanical,4=14/Mechanical,5=397/0-5-8 Max Horz 5=111(LC 12) Max Uplift 3=-73(LC 12),4=-62(LC 27),5=-91(LC 8) Max Gray 3=282(LC 29),4=290(LC 33),5=592(LC 27) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-5=-335/285 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,4,5. 9)This truss has been designed for a moving concentrated load of 250.0Ib live and 17.01b dead located at all mid panels and at all panelp[.� A, UL . points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. `+ 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. ', pF 4' w1AS->+t, ' 1. SSiUNAI February 18,2016 ®WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MfTEK REFERENCE PAGE Mq-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for on individual building component,notNI a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mel( is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/fP11 Quality Criteria,DSB-89 and SCSI Budding Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 or Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741189 91600175 JKO2 Jack-Open 6 1 ir Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc_ Thu Feb 18 12:39:07 2016 Page 1 ID:PkD_XjGOgL_6g1Cg1 SXZKzsw5O-QII5_JJt6Z2PnxkUs4JDYMPKMmv?SPHV78TgELzjuCY I 3-10-15 I 3-10-15 Scale=1:13.0 3 5.00 12 8 % ___ 2x4 II 7 j / i----/"--------p l o jrt' O PROF4s . \G\ <NGtNE9 s/,2 6 w� /� --- `� 89782PE 111 EE • 9,�OREGON ooh i 4Fly -15 Q 2x4= 9 10 4 �9 if- PA UL 0 �, 2x4 II 5 EXPIRES: 12/31/2016 I 2-0-0y-2-12 3-10-15 I 2-0-0 2-12 1-8-3 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (toc) 1/deft L/d PLATES GRIP TCLL 25-0 Plate Grip DOL 1.15 TC 0.38 Vert(LL) 0.01 4-5 >999 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.43 Vert(TL) 0.01 4-5 >999 180 TCDL 7.0 Rep Stress Ina YES WB 0.08 Horz(TL) -0.09 3 n/a n/a BCLL 0.0* Code IBC2012/TP12007 (Matrix) Weight:12 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-10-15 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=-17/Mechanical,4=-44/Mechanical,5=384/0-5-8 Max Horz 5=73(LC 12) Max Uplift3=-188(LC 27),4=204(LC 27),5=-108(LC 8) Max Gray 3=254(LC 29),4=255(LC 33),5=790(LC 27) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-5=-389/247 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=42psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)3=188, 4=204,5=108. 9)This truss has been designed for a moving concentrated load of 250.OIb live and 17.01b dead located at all mid panels and at all panel • points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. WAS 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. J`, r d. 51976 o -azs ARO,. February 18,2016 c t A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 rev.1003/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for on individual budding component,notla a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Miele T®k" is always required for stability and to prevent collapse with possible personal injury and properly damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP11 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safely Information available from Truss Plate Institute,218 N.lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 t Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741188 ^t' 91600175 JK01 Jack-Open 2 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:39:07 2016 Page 1 I D:PkD_X jGOg L_6gjCg l SXZKzsw5O-Q115_JJt6Z2PnxkUs4JDYMPHamsPSPsV 78TgE LzjuCY I 7-10-15 8-PT° 7-10-15 0-1-1 Scale=1:22.3 3 5.00 FE 10 8 �% M 2x4 2 / a Io 2x4 = 11 12 52x4 II 4 I 2-0-0 2-12-12 7-10-15 8-0102-0-0 0-2-1 5-8-3 0-1-1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in {lac) I/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.56 Vert(LL) -0.14 4-5 >490 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.60 Vert(TL) -0.22 4-5 >311 180 TCDL 7.0 Rep Stress!nor YES WB 0.11 Horz(TL) -0.14 3 n/a n/a BCLL 0.0* Code IBC2012/TP12007 (Matrix) Weight:24 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Std G MiTek recommends that Stabilizers and. . .racing be installed during truss erection,i :.4..I c fjf ssr Installation guide. `���� REACTIONS. (Ib/size) 3=150/Mechanical,4=50/Mechanical,5=46110-5-8 \� t3U�NEF,g �� Max Horz 5=148(LC 12) �i9 Max Uplift3=-114(LC 12),4—6(LC 27),5=-90(LC 8) 897$2PE \-- Max Max Gray 3=301(LC 29),4=315(LC 33),5=559(LC 27) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-5=-384/333 10 NOTES- 9,�OREGON oN 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS -/st 0�Ri Y .�F '!Q (envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 3-7-4,Exterior(2)3-7-4 to 7-10-3 zone;cantilever left �- `�Cs and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 PA UL 2)TCLL:ASCE 7-10;Pf=25.0 psf(fiat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. EXPIRES: 12/31/2016 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. 8)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,5 except(jt=1b) s),AUL RI., L.� 10)This truss has been designed for a moving concentrated load of 250.0Ib live and 17.01b dead located at all mid panels and at all panel '• 01*A811,4- +� points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads- • 6'.?,7 11)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. / R`" TO • • f r r0 51976 w� SZONAL— February 18,2016 1 4.444.4 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MUTER REFERENCE PAGE M8-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mifek®connectors.This design is based only upon parameters shown,and is for on individual building component,not �p a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing M,T®k" is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the �r fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.lee Street,Suite 312,Alexandria,VA 22314. Comna,CA 92880 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741187 B1600175 .103 Monopitch Girder 4 1 _ Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:39:06 2016 Page 2 ID:PkD_XJGOgL_6gjCg1 SXZKzsw50-yYBjnzl FLGwY9n911Nn_?8s?5MXLjwwMuUjGiuzjuCZ LOAD CASE(S) Standard Uniform Loads(plf) Vert:1-3=-189(F=-125),1-4=-20 • 0 1 A,WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITES REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiiTekth connectors.This design is based only upon parameters shown,and is for on individual budding component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and properly damage.For general guidance regarding the Ca fabrication,storage,delivery,erection and bracing of trusses and truss systems.see ANSI/T411 Quality Criteria,DS8-84 and SCSI Building Component 250 Slug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 a Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741187 1, 61600175 JI03 Monopitch Girder 4 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:39:06 2016 Page 1 ID:PkD_X jGOgL_6gjCg1 SXZKzsw5O-yYBjnzI FLGwY9n91INn_?8s?5MXLjwwMu UjGiuzjuCZ I 2-2-12 I 8-0-0 I 2-2-12 5-9-4 2x4 II Scale=1:23.4 3 �����tiNG P -t-lx, 5.00 112 '� $97$2PE 9r 8% V w h 3x4% 7 . 1711/& ,L OREGON �N. Q 2 '1,9 �'qRY - ,,!G¢ 6 % '°A U L R\ ' ____ 1 ' MI —_ I 1111111111111 EXPIRES: 12/31/26 IMI 2x4 = 10 11 4 5 3x6—2x4 11 I 2yQ2_ 2,2T1�2 8-0-0 I 2-0-0 0-2-12 5-9-4 Plate Offsets(X,Y)— 14:0-2-8.0-1-8) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) I/defl lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.99 Vert(LL) -0.10 4-5 >655 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.59 Vert(TL) -0.17 4-5 >399 180 TCDL 7-0 Rep Stress Inez NO WB 0.21 Horz(TL) -0.00 4 n/a n/a BCLL 0.0* BCDL 10.0 Code IBC2012/TP12007 (Matrix) Weight:36 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 1-7-8 oc purlins, except BOT CHORD 2x4 OF No.1&Btr G end verticals. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=495/Mechanical,5=1146/0-5-8 Max Horz 5=148(LC 12) Max Uplift4=-187(LC 12),5=-290(LC 12) Max Gray 4=539(LC 18),5=1163(LC 18) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-6=-244/603,2-6=-198/632,2-7=-251/0,3-4=-469/277 BOT CHORD 1-10=-5181234,5-10=-518/234,5-11=-518/234,4-11=-518/234 WEBS 2-5=1049/633,2-4=-237/526 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=42psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 4-10-4,Exterior(2)4-10-4 to 7-10-4 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. "IN A8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)4=187,5=2 9)Th strss has been designed for a moving concentrated load of 250.01b live and 17.0tb dead located at all mid panels and at all panel �' . I ; 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss_ t" 11)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). ,p ",tr Ip �'g 51976�p LOAD CASES) Standard et, GZSTER 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 -cs, tj kVONAL— Continued on page 2 February 18,2016 t AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MB-7473 rev.105)32015 BEFORE USE mi" Design valid for use only with MTeke connectors.This design is based only upon parameters shown,and is for on individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MMak" is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPIT quality Criteria,050-89 and BCSI Building Component 250 Klug Circle Safety information available from Truss Plate Institute,21811.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 a Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741186 B1600175 2102 Jack-Open 4 1 ,. Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:39:06 2016 Page 1 ID:PkD_XjGOgL_6gjCg 1 SXZKzsw50-yYBjnzl FLGwY9n911Nn_?8s5OMX8jygMuUjGiuzjuCZ I 8-0-0 I 9-10-15 I 8-0-0 1-10-15 Scale=1:26.9 4i I '? 12 o // 5.00 12 10 11 1 /: u 2x4 II 8 V 2 /j 7 Q A 1 / -. 2x4= 13 2 14 6 5 2x4 I I I 2-0-0 2-2-112 8-0-0 I 2-0-0 0-2-12 5-9-4 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) 1/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.59 Vert(LL) -0.14 5-6 >488 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.60 Vert(TL) -0.22 5-6 >308 180 TCDL 7.0 Rep Stress Inc- YES WB 0.09 Horz(TL) -0.14 4 n/a n/a BCLL 0.0* Code IBC20121TP12007 (Matrix) Weight:27 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Std G MiTek recommends that Stabilizers and =-.- • -_ +racing be installed during truss erection,i C.,•0n -r Installation guide. "' 64) REACTIONS. All bearings Mechanical except(jt=length)6=0-5-8,3=0-1-8. �C� �NG,N .fi� /0 (Ib)- Max Hors 6=185(LC 12) C? * Max Uplift All uplift 100 lb or less at joint(s)4,5,6 except 3=-160(LC 12) Cc 89782 PE 91„- Max Gray All reactions 250 lb or less at joint(s)except 4=280(LC 32),5=315(LC 36),6=559(LC 29),3=314(LC 31) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-6=-383/289 NOTES- 9 OREGON Q'& 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS �yA��gRY A r ,`Z�¢� (envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 5-7-4,Exterior(2)5-7-4 to 9-10-3 zone;cantilever left Xjr( ,4 and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 PA U L r 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design_ 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. EXPIRES: 12/31/2016 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,5,6 except(jt=lb) yAUL 3=160. WAS v� 10)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3_ 11)This truss has been designed for a moving concentrated load of 250.0Ib live and 17.01b dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads_ f'S• I ""V— ,- �{y , 12)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. • 'Is "`—• • -7417 51976 ka SS?ONAL P February 18,2016 t e ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MN-7473 rev,10/03/2015 BEFORE USE 1 Design valid for use only with MiitekS connectors.This design is based only upon parameters shown,and is for an individual balding component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent bucking of individual truss web andfor chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 QuaMy Criteria,058.89 and SCSI Balding Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 it Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741185 'r 91600175 JI01 Jack-Open 4 1 _ Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc.Thu Feb 18 12:39:05 2016 Page 1 ID:PkD_XJGogL_6gjCg t SXZKzsw5O-UMdLZd IcayoiXdaslfG ISxKx4yBy_VMCfq jASzjuCa I 7-10-15 8-Pt° 7-10-15 0-1-1 3 Scale=1:22.3 ..--- ..---- 5.005T 10 / 9 8 riii M 2x4 II 7 2 6 / v o Io / 2x4 = 11 -< 12 5 2x4 11 4 I 2-0-0 2-2-1? 7-10-15 8-Pr0 2-0-0 0-2-1 5-8-3 0-1-1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) 1/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.56 Vert(LL) -0.14 4-5 >490 240 MT20 220/195 (Roof Snow 25.0} Lumber DOL 1.15 BC 0.60 Vert(TL) -0.22 4-5 >311 180 TCDL 7.0 Rep Stress!nor YES WB 0.11 Horz(TL) -0.14 3 n/a n/a BCLL 0.0* Code IBC2012/TPI2007 (Matrix) Weight:24 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Std G MiTek recommends that Stabilizers and •-- .; .acing be installed during truss erection,i r•0C •j..rs• --r Installation guide. REACTIONS. Masize) 3=150/Mech LC 3=150/Mechanical,4=50/Mechanical,51461/0-5-8 �L�\0 ,NG'NE S70, Max Uplift3=-114(LC 12),4=6(LC 27),5=-90(LC 8) 89782 P E �l Max Gray 3=301(LC 29),4=315(LC 33),5=559(LC 27) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-5=-384/333 NOTES- 17OREGON'IF' 1}Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS -�7, &hili., 't"J,t1' Q`Q (envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-0-0,Interior(,)3-0-0 to 3-7-4,Exterior(2)3-7-4 to 7-10-3 zone;cantilever left /Yi `"4 and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 �''A U L R 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. EXPIRES: 12/31/2016 5)"This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. 8)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,5 except(jt=lb) ppUL R>. 3=114. �i�{> 10)This truss has been designed for a moving concentrated load of 250.01b live and 17.0lb dead located at all mid panels and at all panel •V WASA>. , points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. it.�C>, 11)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. .. , - ,, rrcl ' "P .4+ 51976 p , 40FSTEW.c' s`.10NAL- February 18,2016 1011.10/ AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mf1-7473 rev.10/032015 BEFORE USE. Nuit Design valid for use only with Miiieke connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek'ek' is always required for stability and to prevent collapse with possible personal injury and properly damage.For general guidance regarding the ��r� fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPIt Quality Ctl erfo,DSS-89 and SCSI Bonding Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 • Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741184 91600175 JI-105 Monopitch Girder 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:39:05 2016 Page 2 ID:PkD_XjGOgL_6gjCg 1SXZKzsw5O-UMdLZdicayoiXda5lfGISxK?Gy81_PYCfqjASzjuCa LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-64,4-6=-20 Concentrated Loads(lb) Veil:5=503(F)10=-1295(F)13=-503(F) • N WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED HOEK REFERENCE PAGE 20&7473 rev.10/03/2015 BEFORE USE. Design said for use only with MiTek®connectors_this design is based only upon parameters shown,and is tor on individual building component,riot a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design.Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing M,T k° is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the �Y� 1C fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Qachy Criteria,OSB-89 and BCSI Budding Component 250 Klug Circle Safety Information available tram Truss Plate Institute,21811.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 R Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741184 "r 61600175 JI-105 Monopitch Girder 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 - 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:39:04 2016 Page 1 ID:PkD_XjGOgL_6gjCg1 SXZKzsw5O-OA3zMHH_pegrwU?vByIWwjngWYoW Fy13RAE9e0zjuCb I 3-2-12 16-0-0 1 3-2-12 2-9-4 2x4 H Scale:1/2'=1' 3 5.00 112 N 3x6-.---- 9 / 2 6 ti�c0 PROFS 3x6--% i cr' 89782P I-- t/ ----1111&6\ r OREGON o�4i I I , MIAM.4 CRY 15•���� 10 11 NI 5 12 13 4 �� PA, t L c ' MUS26 6x6= 4x4 = A U 2x4 11 LUS24 LUS24 EXPIRES: 12/31/2016 3-2-12 1 6-0-0 H 3-2-12 2-9-4 Plate Offsets(X,Y)— [2:0-2-12,0-1-8],[4:0-1-110-2-01,[5:0-3-0,0-4-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/dell Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.29 Vert(LL) -0.02 5-6 >999 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.81 Vert(TL) -0.05 5-6 >999 180 TCDL 7-0 Rep Stress lncr NO WB 0.48 Horz(TL) 0.00 4 n/a n/a BCLL 0.0* Code IBC2012/TPI2007 (Matrix) Weight:37 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x6 DF No.2 end verticals. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 9-11-1 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=1205/Mechanical,6=1575/0-5-8 Max Horz 6=107(LC 10) Max Uplift4=-343(LC 10),6=-343(LC 10) Max Grav4=1229(LC 16),6=1581(LC 16) FORCES. (Ib)-Max.CompiMax.Ten--Alt forces 250(lb)or less except when shown. TOP CHORD 1-7=-1150/229,2-7=-1122/235,3-4=-283/43,1-6=802/185 BOT CHORD 5-12=-294/1039,12-13=294/1039,4-13=294/1039 WEBS 2-5=-215/1081,2-4=1339/379,1-5=195/1077 • NOTES- 1)Wind:ASCE 7-10;Vutt=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone;cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. pAUL j , 7)Refer to girder(s)for truss to truss connections. L� 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)4=343, o ei 6=343. ////=S W..PO 9)This truss has been designed for a moving concentrated load of 250.0lb live and 17.0lb dead located at all mid panels and at all panel �`t" r , s,' 0 points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. r:k:'-' ` 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. '`' l'I 11)Use Simpson Strong-Tie MUS26(6-10d Girder,6-10d Truss,Single Ply Girder)or equivalent at 1-2-12 from the left end to conned .-', truss(es)to front face of bottom chord,skewed 0.0 deg.to the left,sloping 0.0 deg.down. ,-t) r 12)Use Simpson Strong-Tie LUS24(4-10d Girder,2-10d Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max.starting at 3-2-12 ,P0 - 51976 k,i from the left end to 5-2-12 to connect truss(es)to front face of bottom chord. G'FST"ER e 13)Fill all nail holes where hanger is in contact with lumber. Ss G 14)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 4ONAL' LOAD CASE(S) Standard February18,2016 Continued on page 2 l I AWARNING-Verify design parameters and READ NOTES ON 77115 AND INCLUDED M1 EK REFERENCE PAGE MII-7473 m11.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not * a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall A building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing miT®k" is always required for stability and to prevent collapse with possible personal injury and properly damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPIl Quality Criteria,DOS-B9 and SCSI Budding Component 250 Klug Circle Safely Information available from Truss Plate Institute,218 N.lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 r Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741183 B1600175 JH04 Jack-Open 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:39:04 2016 Page 1 ID:PkD_XJGOgL_6gjCg1 SXZKzsw5O-OA3zMHH_pegrwU?vBytWwjnjEYgt F313RAE9eOzjuCb 6-0-0 , 11-10-15 1 6-0-0 5-10-15 Scale=1:35.9 4 d 5.00(12 3 8 2 6 M 7 � u5 3x6 II 1 N I! l_ iiimmin Im El I 10 6 4x6= 5 I 6-0-0 I 6-0-0 Plate Offsets(X.Y)— [6:Edge,0-1-8] LOADING(psf) SPACING- 2-0-0 CSL DEFL. in (lac) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.76 Vert(LL) -0.14 5-6 >483 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.64 Vert(TL) -0.26 5-6 >263 180 TCDL 7.0 Rep Stress lncr YES WB 000 Horz(TL) 0.10 2 n/a n/a BCLL 0.0 Code IBC2012/TP12007 (Matrix) Weight:27 lb FT=10% BCDL 10.0 LUMBER- • BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 OF No-1&Btr G end verticals. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0. MiTek recommends that Stabili • �,��i U t R QFe:i _ be installed during truss erect O.rc i ai6..4 ' •0 Installation guide. w� REACTIONS. All bearings Mechanical except(t=length)6=0-5-8,2=0-1-8,3=0-1-8. (Ib)- Max Horz 6=219(LC 12) $9782 P E Max Uplift All uplift 100 lb or less at joint(s)4 except 2=-175(LC 12),3=-128(LC 12) Max Gray All reactions 250 lb or less at joint(s)except 6=366(LC 26),4=294(LC 32), 5=324(LC 35),2=323(LC 30),3=308(LC 31) v 4,1 9 OREGON p'* FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown- , R y A6•2 rQ� TOP CHORD 1-6=-307/66 w NOTES- 1) k PA U L C1\ Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)0-1-13 to 3-1-13,Interior(1)3-1-13 to 7-7-4,Exterior(2)7-7-4 to 11-10-3 zone;cantilever EXPIRES: 12/31/2016 left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10-0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. yMIL ,R 6)A plate rating reduction of 20%has been applied for the green lumber members. Z' 7)Refer to girder(s)for truss to truss connections. ,4,v.WAS]yr, 8)Provide mechanical connection(by others)of truss to bearing plate at joints)2,3. C 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4 except(jt=lb)2=175 A,v• ",c'� )a • 3=128. ;(ti,`:' 10)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)2,3. \/ 11)This truss has been designed for a moving concentrated load of 250.OIb live and 17.0Ib dead located at all mid panels and at all panel M points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. A '7`r 12)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 40,51976_,.° z.,4r C , OFSTL ' s810NAL06 February 18,2016 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.18103/2015 BEFORE USE. u Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for on individual budding component,not a truss system.Before use,the building designer must verily the applicability of design parameters and properly incorporate this design into the overat building design.Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` is always required far stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the �i� fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/Mt Quality Criteria,DSB-89 and SCSI BulId6 Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 x Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741182 4r 91600175 JHO3 Jack-Open 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7_640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:39:03 2016 Page 1 ID:PkD_XjGOgL_6glCgt SXZKzsw5O-YzVb9xGM2LY_IKQjdEEHNW Ea88VSWbEvCW Vc5ZzjuCc I 8-0-0 i 11-10-15 I 8-0-0 3-10-15 Scale=1:31.5 5 14 to 5.00112 13 / 3 / � 1>12�. 1 2x4 11 9 2�8 / t 11 A v m C 2x4= 15 16 7 2x4 II 6 I 2-0-0 2--2 8-0-0 I 2-0-0 0-2-12 5-9-4 LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.59 Vert(LL) -0.14 6-7 >488 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.60 Vert(TL) -0.22 6-7 >308 180 TCDL 7.0 Rep Stress Incr YES WB 0.08 Horz(TL) -0.14 5 n/a n/a BCLL 0.0* Code IBC2012/TP12007 (Matrix) Weight:30 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 OF Std G MiTek recommends that Stabilizers and .--' • •., •racing be installed during truss erection,i 0 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741181 B1600175 JH02 Jack-Open 1 1 r Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 - 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:39:03 2016 Page 1 ID:PkD_XjGOgL_6gjCg 1 SXZKzswSO-YzVb9xGM2LY_IKQjdEEHNWEa88VSWb4vCWVc5ZzjuCc I 8-0-0 1 9-10-15 I 8-0-0 1-10-15 Scale=1:26.9 . 41 I R 12 , 3 5.00 12 IA 11 10/ 9 ? v1 e 2x4 II 8 < 2/-- 1 V' / _ _ 2x4 = 13 14 6 5 2x4 I I I 2-0-0 2-2-1I2 8-0-0 I 2-0-0 0-2-12 5-9-4 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) l/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.59 Vert(LL) -0.14 5-6 >488 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.60 Vert(TL) -0.22 5-6 >308 180 TCDL 7.0 Rep Stress tncr YES WB 0.09 Horz(TL) -0.14 4 n/a n/a BCLL 0.0* Code IBC2012/TP12007 (Matrix) Weight:27 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. DOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 OF Std G MiTek recommends that Stabilizers and .•. .: •racing be installed during truss erection,i i,.0 440.r• -r Installation guide- REACTIONS. All bearings Mechanical except Qt=length)6=0-5-8,3=0-1-8. \Co��L NG)NE • ...9A-vo 19 (lb)- Max Hors 6=185(LC 12) C? Max Uplift All uplift 100 lb or less at joint(s)4,5,6 except 3=-160(LC 12) .rt- 9A-r P E ..0„-7r Max Gray All reactions 250 lb or less at joints)except 4=280(LC 32),5=315(LC 36),6=559(LC 29),3=314(LC 31) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-6=-383/289 NOTES- 9 OREGON QN. 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS q 4/.1 no A 6 `Z .- (envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 5-7-4,Exterior(2)5-7-4 to 9-10-3 zone;cantilever left �h ,�� and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 PA U L 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. EXPIRES: 12/31/2016 5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,5,6 except(jt=lb) jj 3=160. pA L �v� 10)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. '• Ov WAS]tt>, 11)This truss has been designed for a moving concentrated load of 250.OIb live and 17.0lb dead located at all mid panels and at all panelw C points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. `s �a 12)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. • `"'- . ,c, 1:`, 51976 4 s'SiONAL0-- February 18,2016 1 I ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE WI-7473 rev.10/03/2015 BEFORE USE. imil. .... Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and is for on individual building component,not a truss system.Before use,the building designer must verify the applicabtfity of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mitek• is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIRPIt Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety information available(tom Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741180 't B1600175 JHO1 Jack-Open 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:39:02 2016 Page 1 ID:PkD_XJGOgL_6gjCg1 SXZKzsw5O-4nxCxbFkHlQ7gArW3Xj2rliRrl9Fn8cmzsl3Z7zjuCd I 7-10-15 8-Pio 7-10-15 0-1-1 3 Scale=1:22.3 5.0012 /, . 9 / j 8____------------_______,----------- ,-,' // M 2X4 I I 7 1 / // / l :::::_r_____--- 10 2x4 = 11 12 5 2x4 II 4 I 2-0-0 212-12 7-10-15 8-Pio 2-0-0 0-2-1 5-8-3 0-1-1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL- in (lac) 1/deft Ud PLATES GRIP TCLL 25.0 plate Grip DOL 1.15 TC 0.56 Vert(LL) -0.14 4-5 >490 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.60 Vert(TL) -0.22 4-5 >311 180 TCDL 7.0 Rep Stress Mu YES WB 0.11 Horz(TL) -0.14 3 lila n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix) Weight:24 Ib FT=10 LUMBER- BRACING- TOP CHORD 2x4 DF No.18Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Std G MiTek recommends that Stabilizers and r•. -. .racing be installed during truss erection,i : ..tOc -j.,r:• -r Installation guide_ REACTIONS. (Ib/size) 3=150/Mechanical,4=50/Mechanical,5=461/0-5-8 Max Horz 5=148(LC 12) ,(Z: �'N �7 .��i� Max Uplift3=-114(LC 12),4=-6(LC 27),5=-90(LC 8) �. 8r 782 P E I"" Max Gray 3=301(LC 29),4=315(LC 33),5=559(LC 27) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-5=-384/333 • 9 LO OREGON o'•• NOTES- ,Pei 2 Q` 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS 79� ,qAY .,tJ, fQ` (envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 3-7-4,Exterior(2)3-7-4 to 7-10-3 zone;cantilever left .- \� and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 PA UL 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. EXPIRES: 12/31/2016 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. 8)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,5 except(jt=lb) Vail R rf 3=114. • 10)This truss has been designed for a moving concentrated toad of 250.OIb live and 17.Olb dead located at all mid panels and at all panel 01 points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. w CP 11)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. / " �' • Y tY Y 91 r i a °t51976 r, ' DIST• 0, ' SSIONAL V•- February 18,2016 1 t ammo ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.100312015 BEFORE USE. Mit Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and is for an individual building component,not o truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIRPIt Quality Criteria,9SB-89 and SCSI Building Component 250 Clog Circle Safety information available from Truss Plate Institute,218 N.Lee Street,Suite 3t2,Alexandria,VA 223t4. Corona,CA 92880 a Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741179 81600175 JG12 Jack-Open 4 1 t Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 - 7.640 s Sep 29 2015 MiTek Industries,Inc.Thu Feb 18 12:39:01 2016 Page 1 ID:PkD_XJGOgL_6gjCgl SXZKzsw5O-cbOgkFF6WjIG20GKW pCp159D9LoJ2i?dICOV 1 hzjuCe I 6-0-0 I 11-1-14 I 6-0-0 5-1-14 Scale=1:34.1 / d 9 / 5.00 12 --------------- 8 ------ 3 3 8�2 / v 7 j• o / 'h 3x6 .I r• M 10 6 4x6= 5 F 6-0-0 I 6-0-0 Plate Offsets(X,Y)— [6:Edge,0-1-8) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.75 Vert(LL) -0.14 5-6 >482 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.65 Vert(TL) -0.26 5-6 >263 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.10 4 n/a n/a BCLL 0.0 * Code IBC2012/TPI2007 (Matrix) Weight:26 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No_1&Btr G end verticals. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0.- . eKigp R op MiTek recommends that Stabili - •v r -> i be installed during truss erect.n,5cip.7.7;..,,•,. V .• ..4. e'ro Installation guide. C? Si REACTIONS. All bearings 0-5-8 except Qt=length)4=Mechanical,5=Mechanical,2=0-3-2, 89782 P E 3=0-1-8. vi (Ib)- Max Horz 6=204(LC 12) Max Uplift Alt uplift 100 lb or less at joint(s)4 except 2=-173(LC 12),3=-110(LC 12) Max Gray All reactions 250 lb or less at joint(s)except 6=367(LC 26),4=288(LC 32), (...-•• OREGON '*¢Q- 4) 5=324(LC 35),2=323(LC 30),3=302(LC 31) p FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. -9,,,, �iQ RY 5 2 TOP CHORD 1-6=-308/75 r-'A U L �1J NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=42psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS EXPIRES: 12/31/2016 (envelope)gable end zone and C-C Exterior(2)0-1-13 to 3-1-13,Interior(1)3-1-13 to 6-10-4,Exterior(2)6-10-4 to 11-1-2 zone; cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will pA.UL fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 01'WAS, r 7)Refer to girder(s)for truss to truss connections. �� WC, 8)Refer to girder(s)for truss to truss connections. 4 ,•t Or p 9)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3. :.lifr x 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4 except(jt=lb) 2=173,3=110_ y� 11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)2,3. As .44' l 44, 12)This truss has been designed for a moving concentrated load of 250.01b live and 17.Olb dead located at all mid panels and at all panel 51976 q „ski' points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads_ °.t� �GiSTS9- " 13)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. SG 6"IONAL E� February 18,2016 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED BUTEN REFERENCE PAGE MII-74T3 rev.10/03/2015 BEFORE USE, mum hutDesign valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for on individual budding component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporote this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing * MIR " is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regording the MIR*" R fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/Tell Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Nate Institute,218 N.tee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 411 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741178 1 91600175 JG11 Jack-Open 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:39:01 2016 Page 1 ID:PkD_XjGOgL_6gjCg 1 SXZKzsw5O-cbOgkFF6WjlG2OGKWpCp159FXLpz2hldlCOV t hzjuCe I 8-0-0 I 13-1-14 I 8-0-0 5-1-14 5 Scale=1:33.9 to 12 5.00 12 4 ------ � 1 a ' 10� 6 ' / 2x4 II 9 2 j 8 •/ 1 i r r 2x4 = 13 . 14 72x4 II 6 1 2-0-0 2-212 8-0-0 I 2-0-0 0-2-12 5-9-4 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.60 Vert(LL) -0.14 6-7 >488 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.60 Vert(TL) -0.22 6-7 >307 180 TCDL 7-0 Rep Stress Incr YES WB 0.08 Horz(TL) -0.14 5 n/a n/a BCLL 0.0* Code IBC2012/TPI2007 (Matrix) Weight:32 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No-1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No-1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Std G MiTek recommends that Stabilizers and -- • -- •racing be installed during truss erection,i : .,it)ct j.:r-• --r Installation guide. e REACTIONS. All bearings Mechanical except Qt=length)6=Mechanical,7=0-5-8,3=0-3-2,4=0-1-8. � k-,9 0_,,,_- Max Horz 7=246(LC 12) C? f Max Uplift All uplift 100 lb or less at joint(s)5,6,7 except 3=-170(LC 12),4=-110(LC 12) 89 782 P E 91-' Max Gray All reactions 250 lb or less at joint(s)except 5=288(LC 34),6=315(LC 38),7=558(LC 30),3=316(LC 32), 4=302(LC 33) FORCES- (Ib)-Max.Comp./Max.Ten.-All forces 250(ib)or less except when shown. TOP CHORD 1-8=-290/125,2-8=-284/134 (...., (0 BOT CHORD 1-13=-121/279,7-13=-121/279 -9 ©REGQN p� WEBS 2-7=-372/253 1,Q �'4Ry 15•L!`Q' NOTES- PAUL 1.." 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 8-10-4,Exterior(2)8-10-4 to 13-1-2 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 EXPIRES: 12/31/2016 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. PAUL A,t 7)Refer to girder(s)for truss to truss connections. `� 8)Refer to girder(s)for truss to truss connections. O WAS 14 +Q. 9)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4. G 7 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5,6,7 except(jt=lb),, / "r' �' • 3=170,4=110. �`� ,, 11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4. 4 12)This truss has been designed for a moving concentrated load of 250.0Ib live and 17.Olb dead located at all mid panels and at all panel :T points along the Top Chord and Bottom Chord,nonconcurrent ,.d '1 with any other live loads. � 13)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. '� 4, 51976 °.Ks, -Gzs'rVRs' e' s`yIoNAL �G February 18,2016 mil ®WARNING-Verify design parameters emit READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MN-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTekiffi connectors.This design is based only upon parameters shown,and is for an individual bolding component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek° is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the MiTek. fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-8?and BCSI Building Component 250 Klug Circle Safety Information available horn Truss Plate Institute,21811.Lee Street,Suite 312,Alexondrio,VA 22314. Corona,CA 92880 41 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741177 B1600175 JG10 Jack-Open 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc Thu Feb 18 12:39:00 2016 Page 1 ID:PkD_X jGOgL_6giC g 1 SXZKzsw5O-7 PqS WvE U IQAPRsh8y6haltc4nxukJ EZT W YGyV Ezju Cf I 8-0-0 15-1-13 I 8-0-0 7-1-13 6 Scale=1:38.5 5 ,� I 5.00112 14 ------ 1, /� 134 .----- 12 12 � o 2x4 I I 2 2x4 =16 . . 17 8 7 2x4 II I 2-0-0 2-2-12 8-0-0 I 2-0-0 0-2-12 5-9-4 LOADING(psf) TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (lac) I/deft L/d PLATES GRIP (Roof Snow 25.0) Plate Grip DOL 1.15 TC 0.60 Vert(LL) -0.14 7-8 >488 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.60 Vert(TL) -0.22 7-8 >307 180 BCLL 0.0* Rep Stress MuYES WB 0.08 Horz(TL) -0.14 3 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix) Weight:35 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.18Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.18Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Std G MiTek recommends that Stabilizers and =• _ •racing be installed during truss erection,i : .4 r.0 ' `.j...:• .-r Installation guide. a REACTIONS. All bearings 0-1-8 except(jt=length)7=Mechanical,8=0-5-8,3=0-3-2- (Ib)- Max Horz 8=282(LC 12) _� �G� 7Q i Max Uplift All uplift 100 lb or less at joint(s)7,8 except 3=-172(LC 12),4=126(LC 12),5=-134(LC 12) Q 89782 P E 29f Max Gray All reactions 250 lb or less at joint(s)except 7=315(LC 38),8=558(LC 30),3=316(LC 32),4=306(LC 33), 5=313(LC 19) FORCES. (Ib)-Max-Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-9=-330/127,2-9=-324/136 v 40 BOT CHORD 1-16=-123/319,8-16=-123/319 9 OREGON 's• WEBS 2-8=-372/243 -7i4 �4F?y 1it 2 53 ¢� NOTES- PA U L 1)Wind:ASCE 7-10;Vult=l40mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 10-10-15,Exterior(2)10-10-15 to 15-1-13 zone; cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 EXPIRES: 12/31/2016 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 19.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will pp,UL , fit between the bottom chord and any other members. 1/ 7)A plate rating reduction of 20%has been applied for the green lumber members. '• QF WAS 8)Refer to girder(s)for truss to truss connections. rfiliP„1Vv "r 9)Provide mechanical connection(by others)of truss to bearing plate at joints)4,5. / it k. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)7,8 except(jt=lb) ( `2� 3=172,4=126,5=134. jf i. 11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4,5. 12)This truss has been designed for a moving concentrated load of 250.OIb live and 17.0lb dead located at all mid panels and at all panel p r points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. � 51976 13)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. % 0NAL' s`/ONALStl February 18,2016 t I AWARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE NO-7473 rev.10/03/2015 BEFORE USE. Design void for use only with MiTek®connectors.This design is based only upon parameters shown,and is for en individual building component,not INE , a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall budding design.Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the MITA' fabrication,storage,delivery,erection and bracing of trusses and truss systems.see ANSI/TPU Quality Criteria,0.58-89 and SCSI Budding Component 250 Slug Circle Safety informolon available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Y Job Truss Truss Type Qty Pty EPR Design-Memory Care K1741176 01600175 JG09 Jack-Open 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 S Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:39:00 2016 Page 1 ID:PkD_XJGOgL_6gjCg 1 SXZKzsw50-7PgSWvEUIQAPRsh8y6haltc4nxUkJEcTWYGyVEzjuCf I 8-0-0 I17-1-13 I 8-0-0 9-1-13 Scale=1:43.1 7 6 /� 14 16 5.00112 4 __>,,<_:%1 a N C r q CO 12 2x4 II 11 / 2_,,..---1,...-- 1,0_,,----___H---- 78 , 18 lbd ►s( 19 9 8 2x4 — 2x4 I 1 2-0-0 2-2-12 8-0-0 I 2-0-0 0-2-12 5-9-4 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 IC 0.60 Vert(LL) -0.14 8-9 >488 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.60 Vert(TL) -0.22 8-9 >307 180 TCDL 7.0 Rep Stress Inc- YES WB 0.07 Horz(TL) -0.14 3 n/a n/a BCLL 0.0* Code IBC20121TP12007 (Matrix) Weight:38 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Std G MiTek recommends that Stabilizers and ,• .racing be installed during truss erection,i ..034,441..• -r Installation_guide. c�' REACTIONS. Alt bearings 0-1-8 except(jt=length)8=Mechanical,9=0-5-8,3=0-3-2_ �C7C?�C3<.\AG I IV S��So (lb)- Max Horz 9=319(LC 12) Max Uplift All uplift 100 lb or less at joint(s)8,9,6 except 3=-175(LC 12),4=-131(LC 12),5=-122(LC 12) Cr 89782 P E �� Max Gray All reactions 250 lb or less at joint(s)except 8=315(LC 40),9=558(LC 31),3=316(LC 33),4=309(LC 34), 5=305(LC 35),6=300(LC 36) FORCES. (Ib)-Max-Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-10=-362/146,2-10=-356/155,.2-11=-264/86,11-12=-254/98,3-12=254/111 9 OREGON *10 BOT CHORD 1-18=-141!351,9-18=-141/351 /6/ O WEBS 2-9=-372/234 '9,4 AiAY 1b 2�Q. /- P NOTES- U I ��NI A 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 12-10-15,Exterior(2)12-10-15 to 17-1-13 zone; cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 EXPIRES: 12/31/2016 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 19.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. • 7)A plate rating reduction of 20%has been applied for the green lumber members. OV WASI'Tii . f. 8)Refer to girder(s)for truss to truss connections. i) ,fy •Gj 9)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4,5,6. - `� O 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)8,9,6 except(jt=tb) 3=175,4=131,5=122. 11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4,5,6. ?Nr • 12)This truss has been designed for a moving concentrated load of 250.01b live and 17.0lb dead located at all mid panels and at all panel *d `l'`i r points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 'Il , $1976 9 13)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 9.b 4*0iSTB0 Vr s'S'IONAL0C February 18,2016 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 001-7473 rev.10/032015 BEFORE USE Mu Design valid for use orgy with MlekS connectors.This design is based only upon parameters shown,and is Mr an individual budding component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design.Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing MtTek' is always required for stability and to prevent collapse with possible personal injury and properly damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP11 Quality Criteria,DSB•89 and BCSI Building Component 250 Klug Circle Safety Information ovaitabie from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 0- Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741175 B1600175 JGO8 Jack-Open 1 1 Job Reference(optional) ', Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:38:59 2016 Page 1 ID:PkD_XJGOgL_6gjCg1SXZKzsw5O-fCG4JaDs_62Ypi6yOO9LDg4vwX8UanOKHuXOyozjuCg I 8-0-0 19-1-13 I 8-0-0 11-1-13 7 8 Scale:114'=1' 5.00 l2 I 18 $ 6 17 s 1s 16 3x4 % 4 1/ ® 6 3 r.q 4.1 13 2x4 II 12 2 11 /i 1 7 19 R► 20 10 9 2x4= 2x4 I I 2-0-0 2-2-12 8-0-0 2-0-0 0-2-12 5-9-4 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Udefi Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.60 Vert(LL) -0.14 9-10 >487 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.60 Vert(TL) -0.22 9-10 >307 180 TCDL 7.0 Rep Stress Incl YES WB 0.07 Horz(TL) -0.14 3 n/a n/a BOLL 0.0* Code IBC2012/TPI2007 (Matrix) Weight:41 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No-1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No-1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Std G MiTek recommends that Stabilizers and - • .: .racing be installed during truss erection,i ; ..•o tjcf R,p'u• _-r Installation guide. REACTIONS. All bearings 0-1-8 except(jt=length)3=0-3-2,9=Mechanical,10=0-5-8. (Ib)- Max Hors 10=356(LC 12) C �� F9 •Q.,_ Max Uplift All uplift 100 lb or less at joint(s)9,10,6,7 except 3=-178(LC 12),4=130(LC 12),5=-133(LC 12) Q 89782 P E �r' Max Gray All reactions 250 lb or less at joint(s)except 3=316(LC 34),9=316(LC 42),10=558(LC 32),4=308(LC 35),5=309(LC 36),6=291(LC 37),7=300(LC 38) FORCES. (Ib)-Max.Comp/Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-11=-394/166,2-11=-388/174,2-12=-298/106,12-13=-289/118,3-13=288/131 (..., OREGUN *40 BOT CHORD 1-19=-159/382,10-19=-159/382 2 p r�- WEBS 2-10=-375/228 y9 UgRY A5?<Q• NOTES- r'''''#4U UL (�\� 1)Wind:ASCE 7-10;Vutt=l40mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 14-10-15,Exterior(2)14-10-15 to 19-1-13 zone; cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 EXPIRES: 12/31/2016 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 19.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed fora live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide wilt ?AUL fit between the bottom chord and any other members. v� 7)A plate rating reduction of 20%has been applied for the green lumber members. OF WASN,, • 8)Refer to girder(s)for truss to truss connections. le QVC,' 9)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4,5,6,7. "E le, 7"",`i" 0 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)9,10,6,7 except ti `'' (jt=lb)3=178,4=130,5=133. 7;th./ -. 11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4,5,6,7. 7;7r 12)This truss has been designed for a moving concentrated toad of 250.01b live and 17.0lb dead located at all mid panels and at all panel ,.,, 'r ,yr points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. �Q �,S 1976 .cy 13)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. aISTBR -,...s „AL) February 18,2016 l I imig, AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITES(REFERENCE PAGE MII-7473 rev.10A332015 BEFORE USE. Design valid for use only with MOek,connectors.This design is based only upon parameters shown,and is for on individual building component,not a truss system.Before use,the building designer must verify the applicability or design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the �i fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/M11 Quality Criteria,038-89 and SCSI Budding Component 250 Klug Circle Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741174 B1600175 JGO7 FLAT GIRDER 2 2 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:38:58 2016 Page 2 ID:PkD_XjGOgL_6gjCgl SXZKzsw5O-B0ii5EC DEowh BZYIghe6gSXjz7rXrLGA2EnrQMzjuCh LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-64,3-4=-20 Concentrated Loads(lb) Vert:1=300(F)6=-543(F)8=-543(F) • e 1 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev,10/03/2015 BEFORE USE, NM= Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for on individual building component,not a truss system.Bet ore use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing (�„1Tek° is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the �,��rr�, 1ICC fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/9911 Qoattly Criteria,DSB-89 and BCSI Balding Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741174 B1600175 JGO7 FLAT GIRDER 2 r 2 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:38:58 2016 Page 1 ID:PkD_X jGOgL_6gJCg1 SXZKzsw5O-BOii5ECDEowhBZYIghe6gSXjz7rXrLGA2EnrOMzjuCh I 6-0-0 I 6-0-0 Scale=1:15,0 Special 4x4 = LUS24 LUS24 2x4 II 1 5 6 7 8 9 2 t ♦ 10 11 12 3 4 2x4 I 3x6= I 6-0-0 I 6-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (roc) 1/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.68 Vert(LL) -0.09 3-4 >791 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.39 Vert(TL) -0.15 3-4 >464 180 TCDL 7.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 3 n/a n/a BCLL 0.0* BCDL 10.0 Code IBC2012/FP12007 (Matrix) Weight:64 lb FT=10% LUMBER- BRACING- TOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G end verticals. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=1071/0-5-8,3=795/Mechanical .� PRpF Max Uplift4=-266(LC 4),3=-168(LC 4) 'S�R 4Srs �`� tiNGINEF9 /D FORCES. (Ib)-Max.ComplMax.Ten.-Ail forces 250(lb)or less except when shown. .0, TOP CHORD 1-4=1014/301,2-3=-738/202 X414 y 89782PE r-' NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. Bottom chords connected as follows:2x4-1 row at 0-9-0 oc. v :U) Webs connected as follows:2x4-1 row at 0-9-0 oc. A -V OREGON "- 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply ,9 ,-.4 1 9,9' Q` connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. ]t,� RV w 3)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111 mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS 'i PA U L rt (envelope)gable end zone;cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category Il;Exp B;Fully Exp.;Ct=1 5)Provide adequate drainage to prevent water ponding. EXPIRES: 12/31/2016 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8)A plate rating reduction of 20%has been applied for the green lumber members. 9)Refer to girder(s)for truss to truss connections. ppUL A, 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)4=266, "/i� 3=168. T:zurL >, , 11)This truss has been designed for a moving concentrated load of 250.01b live and 17.01b dead located at all mid panels and at all panel 1D points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads_ `s ".I G`�O 12)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 1` 13)Use Simpson Strong-Tie LUS24(4-10d Girder,2-10d Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max.starting at 2-0-1 from the left end to 4-0-12 to connect truss(es)to front face of top chord. ,\, , 14)Fill all nail holes where hanger is in contact with lumber. j7T 15)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)300 lb down and 102 lb up at �� 51976 w� 0-1-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. Q ,4, I ERti9 LOAD CASE(S) Standard 3'`r?ONAL' Continued on page 2 February 18,2016 I I WARNING-Verfy design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 me.10/0312015 BEFORE USE. Design valid for use only with MitekO connectors_This design is based only upon parameters shown,and is for on individual building component,not . a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overact building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mi Tek" is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the nn t IRC fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/r9I1 Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 v Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741173 ' 61600175 JG06 Jack-Open 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:38:57 2016 Page 1 ID:PkD_XjGOgL_6gjCg1 SXZKzsw50-jg8JuuBbT VogaPzZH_7t8F?XBkS16u11 ga2luwzjuCi 8-0-0 I 25-9-10 I 8-0-0 17-9-10 Scale=1:65.7 9 f 500 t2 0 198 17 1/�� 7 / �t'�S3 PR oFFs 6 1 i ��\C'<° \GIN.k9 tion • 3x6 % 15� 5 89782PE �r- 4 3 2x4 II t4 %`� 40 t 2 ,3� y,L�REGON2,c)K. Q,,, VI ,--...Aum Imaaiimmium 21 .,-., 22 t0 ,-"f",4U� �� 2x4 — 2x4 1I EXPIRES: 12/31/2016 2243-0-y0 2 �2 8-0-0 o--z 5-9-4 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lora) 1/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.75 Vert(LL) -0.14 10-11 >468 240 MT20 2201195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.60 Vert(TL) -0.22 10-11 >307 180 TCDL 7.0 Rep Stress Incr YES WB 0.06 Horz(TL) -0.14 9 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 (Matrix) BCDL 10.0 Weight 51 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Std GMiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 0-1-8 except(jt=length)9=Mechanical,10=Mechanical,11=0-5-8,3=0-3-2. (lb)- Max Horz 11=482(LC 12) Max Uplift All uplift 100 lb or less at joint(s)9,10 except 3-188(LC 12),5=-131(LC 12),6=-133(LC 12), 7=-177(LC 12),8=214(LC 12) Max Gray All reactions 250 lb or less at joint(s)except 9=293(LC 40),10=315(LC 44),11=558(LC 33),3=316(LC 35),5=309(LC 36),6=309(LC 37),7=323(LC 38),8=519(LC 19) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-12=-489/245,2-12=-486/250,2-13=-4291193,13-14=-423/205,3-14=422/218, 3-4=339/165,4-5=-336/170,5-15=-283/136,6-15=-278/145 BOT CHORD 1-21=-237/482,11-21=-237/482 WEBS 2-11=-372/201 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 21-6-0,Exterior(2)21-6-0 to 25-8-14 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will pAIJL RI fit between the bottom chord and any other members. v 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. w2t-' 0 7 8)Refer to girder(s)for truss to truss connections. f-T /�..." �O • 9)Provide mechanical connection(by others)of truss to bearing plate at joint(s)5,6,7,8. F- ti 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)9,10 except(jt=lb) / 3=188,5=131,6=133,7=177,8=214. -arr 11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,5,6,7,8. „p 12)This truss has been designed for a moving concentrated load of 250.01b live and 17.0Ib dead located at all mid panels and at all panel ',I+O ,, 51976.,9 t points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. !Cl 'ISIVY .1Y 13)"Fix heels only"Member end fixity model was used in the analysis and design of this truss- s`o.,. ,,1� February 18,2016 m f IIIRMIll ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03!2015 BEFORE USE. Nit Design valid tor use only with MiTek®connectors.This design is based only upon parameters shown,and is to an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual puss web and/or chord members only.Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the ," fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/IPil Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Intormation available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 0 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741172 91600175 JG05 Jack-Open 2 1 -I Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:38:57 2016 Page 1 ID:PkD_XJGogL_6gjCg t SXZKzsw5O-jg8JuuBbT VogaPzZH_7t8F?YMkS16u11 ga2luwzjuCi 8-0.0 — I 24-8-9 —I 8-0-0 16-8-9 5.00 12 9 Scale=1:63.1 e� 20,______...-C-- d 3x4% Ikr 19 18/ 1767 A 5 16 • 4 / -1- o 15 dr 14 j 2x4 II '" 2 13 12 rli 1 $j 21 22 10 2x4— 2x4 I I 2-0-0 2-2-112 8-0-0 2-0-0 0-2-i2 5-9-4 LOADING(ps() SPACING- 2-0-0 CSI. DEFL. in (toc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.67 Vert(LL) -0.14 10-11 >488 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.60 Vert(TL) -0.22 10-11 >307 180 TCDL 7.0 Rep Stress Incr YES WB 0.06 Horz(TL) -0.14 3 n/a n/a BCLL 0.0 Code IBC2012/TP12007 (Matrix) Weight:49 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. DOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Std G MiTek recommends that Stabilizers and =•.- .. .racing be installed during truss erection,i�-;r.Qc J..r- -r Installation guide. S' REACTIONS. All bearings 0-1-8 except(jt=length)10=Mechanical,11=0-5-8,3=0-3-2. �Co \AGI N-�9 /O2 (Ib)- Max Hors 11=456(LC 12) �� Max Uplift All uplift 100 lb or less at joint(s)10 except 3=-186(LC 12),4=-131(LC 12),5=133(LC 12), cc $9 782 P E �� 7=-155(LC 12),8=251(LC 12) Max Gray All reactions 250 lb or less at joint(s)except 10=315(LC 42),11=558(LC 32),3=316(LC 34),4=309(LC 35),5=309(LC 36),7=315(LC 37),8=676(LC 19) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. v h TOP CHORD 1-12=-493/193,2-12=-489/200,2-13=406/136,13-14=-399/148,3-14=399/161, 9 OREGON 0'* 3-15=-334/110,415=-331/114,4-16=-286/81,5-16=-281/89 TJ 2�,4 f0 2' Q`� BOT CHORD 1-21=-186/480,11-21=-186/480 RY Ci Ni WEBS 2-11=-372/200 ' PA U L Ri NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS EXPIRES: 12/31/2016 (envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 20-5-10,Exterior(2)20-5-10 to 24-8-9 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1-60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 19.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will40A1112111‘ ° Sl fit between the bottom chord and any other members. �"7)A plate rating reduction of 20%has been applied for the green lumber members. �- ;c8)Refer to girder(s)for truss to truss connections. • `„ 9)Provide mechanical connection(by others)of truss to bearing plate at joints)4,5,7,8. / 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)10 except(jt=lb) .47 3=186,4=131,5=133,7=155,8=251. ,rp 11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4,5,7,8. "t ' 51976 D W 12)This truss has been designed for a moving concentrated load of 250.01b live and 17.Olb dead located at all mid panels and at all panel 2.4",1-, 4'0IST 9 points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. S' CS 13)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. `S''ONAL' February 18,2016 I t ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTekS connectors.This design is based only upon parameters shown,and is for on individual binding component,not , a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP11 Qualify Criteria,DSB-89 and SCSI Budding Component 250 Klug Circle Safety information available from Truss Plate Institute,2181.4.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 4 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741171 +. B1600175 JGO4 Jack-Open 2 1 Job Reference o.tional Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:38:56 2016 Page 1 ID:PkD_XjGOgL_6gjCg1 SXZKzsw5O-FdaxgYBziBgzyFONjGceb1SLOK6pNQktbwIkMTzjuCj I 8-0-0 I 22-6-9 I 8-0-0 14-8-9 Scale=1:55.3 7 8 5.00 12 I# 1817 1% 5 % / 15 / 354% 4 n o 14 d 3 V. 13 2x4 1112 % 11 _2_,,...„:: / % 20 1021 9 2x4 = 2x4 II 1 2-0-0 2-2J2 8-0-0 I 2-0-0 0-2-12 5-9-4 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (toc) I/deft Ltd PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.77 Vert(LL) -0.14 9-10 >488 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.60 Vert(TL) -0.22 9-10 >308 180 TCDL 7.0 Rep Stress lncr YES WB 0.07 Horz(TL) -0.14 3 n/a n/a BCLL 0.0* Code IBC2012/TPI2007 (Matrix) Weight:46 lb FT=10% BCDL 10.0 - LUMBER- BRACING- TOP CHORD 2x4 OF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Std G MiTek recommends that Stabilizers and ii•. -- •racing be installed during truss erection,i s .;*.Oc eritz _-r Installation guide. _ e REACTIONS. All bearings 0-1-8 except(jt=length)3=0-3-2,9=Mechanical,10=0-5-8. � \ , ;(;) Q (Ib)- Max Horz 10�24(LC 12) �? Qi Max Uplift All uplift 100 lb or less at joint(s)9 except 3=-184(LC 12),4=-133(LC 12),5=-133(LC 12),6=-176(LC ct89782 P E Sf' 12),7=-158(LC 12) Max Gray All reactions 250 lb or less at joint(s)except 3=316(LC 34),9=315(LC 42),10=559(LC 32),4=309(LC 35),5=309(LC 36),6=400(LC 19),7=394(LC 19) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. _ 40 TOP CHORD 1-11=-446/206,2-11=-443/213,2-12=-365/152,12-13=358/163,3-13=358/176, 92 OREGQN p'* 3-14=-285/125,4-14=-282/129 -17,9, �AlAY A .v 0" BOT CHORD 1-20=-199/434,10-20=-199/434 jt WEBS 2-10=-368/209 AA U L R NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf,h=25ft;Cat.II;Exp B;enclosed;MWFRS EXPIRES: 12/31/2016 (envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 18-5-10,Exterior(2)18-5-10 to 22-8-9 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live toad of 19.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. pAUL Rl 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. v,: 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ', OV fit between the bottom chord and any other members. w1*G Y Os .. 7)A plate rating reduction of 20%has been applied for the green lumber members. O2 , 8)Refer to girder(s)for truss to truss connections. ` • c-. 9)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4,5,6,7. / :. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)9 except(jt=lb) -r'e/ 3=184,4=133,5=133,6=176,7=158. A 4 11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4,5,6,7. �� ��51976 �9 �qfi'y 12)This truss has been designed for a moving concentrated load of 250.01b live and 17.Olb dead located at all mid panels and at all panel OfSTgR . points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. S G 13)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. sIONALE� February 18,2016 Ii I ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev.10/0312015 BEFORE USE. t Design valid for use only with MilekR connectors.this design is based only upon parameters shown,and is for an individual budding component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mil®k° is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/rPrt Quality Criteria,DSB-89 and SCSI Building Component 250 Slug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314.' Corona,CA 92880 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741170 B1600175 JGO3 Jack-Open 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:38:55 2016 Page 1 ID_PkD_XJGOgL_6gjCg1 SXZKzsw5O-nROZTCALxtY6K5pA9Z5P3gv8Dwive_WkMGZBp1zjuCk H- 6-0-0 l 8-1-8 . . 12-1-8 14-1-8 1 18-8-9 I 6-0-0 2-1-8 4-0-0 2-0-0 4-7-1 Scale=1:51.1 5.00 12 7 ry j� v 16 _ 6 15 14 3x8% 513 4 12 / 4 ' 3 ,! 11 -- f m of 10 /� ` 1 '' I N pjiimmmimminiiminm mo ►s 17 9 8 4x12 II I 6-0-0 6-119 18-8-0 1 6-0-0 0-1-9 12-6-7 Plate Offsets(X,Y)— [9:0-2-7,0-0-4] LOADING(psf) SPACING- 2-0-0 CSI. DEFL- in (lac) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.91 Vert(LL) -0.14 8-9 >482 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.65 Vert(TL) -0.26 8-9 >263 180 TCDL 7.0 Rep Stress Ina YES WB 0.00 Horz(TL) -0.11 7 n/a n/a BCLL 0.0* Code IBC2012/TP12007 (Matrix) Weight:37 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 OF No_1&Btr G end verticals. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0,root•-e• : it MiTek recommends that Stabil' - 40,1: �j be installed during truss erect. •..o e.:.r. ti i ..+Iiieb Installation guide. C? REACTIONS. All bearings 0-1-8 except(jt=length)9=0-5-8,7=Mechanical,8=Mechanical, 89782 P E 2=0-3-2. (Ib)- Max Horz 9=345(LC 12) Max Uplift All uplift 100 lb or less at joint(s)8 except 7=-101(LC 12),2=-184(LC 12),3=131(LC 12),5=-133(LC 12),6=-146(LC 12) .Max Gray All reactions 250 lb or less at joint(s)except 9=367(LC 26),7=299(LC 36), (...••• OREGON N. 8=324(LC 39),2=323(LC 32),3=309(LC 33),5=309(LC 34),6=334(LC 19) y 2 (L,(<, p qT 17,9 "ARY15 • FORCES. (Ib)-Max.Comp./Max.Ten--All forces 250(lb)or less except when shown. Ll<,, TOP CHORD 1-9=-308/16,1-10=-342/168,2-10=-334/182,2-11=-256/124,3-11=-253/128 PA UL r` NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=42psf;BCDL=6.0psf;h=25ft;Cat.Il;Exp B;enclosed;MWFRS EXPIRES: 12/31/2016 (envelope)gable end zone and C-C Exterior(2)0-1-13 to 3-1-13,Interior(1)3-1-13 to 14-4-14,Exterior(2)14-4-14 to 18-7-13 zone; cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will j jL fit between the bottom chord and any other members. • 1?A Rtv� 6)A plate rating reduction of 20%has been applied for the green lumber members. •4 WAS 7)Refer to girder(s)for truss to truss connections. `.a . 8)Refer to girder(s)for truss to truss connections. / - : , 4_ O 9)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3,5,6. / j' 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)8 except gt=lb) 4 7=101,2=184,3=131,5=133,6=146. ' 11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)2,3,5,6. pr 12)This truss has been designed for a moving concentrated load of 250.OIb live and 17.Olb dead located at all mid panels and at all panel 1 1,,51976 points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 32,'`C•C3jSTER�.,1 13)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 4,- Ci S'IoNAL— February 18,2016 I i A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.101V32015 BEFORE USE. R Design valid for use only with Miteke connectors.This design is based only upon parameters shown,and is for on individual building component,not a truss system.Before use,the building designer must verify the appficablily of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPit Qualify Criteria,058-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. - Corona,CA 92880 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741169 A. 81600175 JGO2 Jack-Open 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:38:54 2016 Page 1 ID:PkD_XJGOgL_6gjCg 1 SXZKzsw5O-JFTBGs9jAaQFjxE_braAWcN2AW Q8vXHb8cpeHbzjuCl I 6-0-0 I 16-8-9 6-0-0 10-8-9 Scale=1:47.0 6 5 5.00 12 4 13 1� ld 12 1�3 1 ��� 6 th 9 3x611 - 1 15 8 7 3x6 = I 6-0-0 I 6-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Ildefl L/d PLATES GRIP TCLL 25-0 Plate Grip DOL 1.15 TC 0.61 Vert(LL) -0.13 7-8 >524 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.62 Vert(TL) -0.24 7-8 >282 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.10 5 Na n/a BCLL 0.0 * Code IBC2012/TPI2007 (Matrix) Weight:35 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G end verticals. WEBS 2x6 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bra 'i. MiTek recommends that Stabilizer .�r�RI...tr t. be installed during truss erectio .s..•• !15:T Installation guide. �Gj� �G NE,F /p REACTIONS. All bearings 0-1-8 except(jt=length)8=0-5-8,7=Mechanical,2=0-3-2. �? 'g ?i (Ib)- Max Horz 8=301(LC 12) 144 c' 89782P E 9Y� Max Uplift All uplift 100 lb or less at joint(s)7 except 2=-177(LC 12),3=131(LC 12),4=-158(LC 18),5=-220(LC 9) Max Gray All reactions 250 lb or less at joint(s)except 8=365(LC 26),7=323(LC 37), 2=323(LC 31),3=309(LC 32),4=284(LC 33),5=534(LC 19) FORCES. (Ib)-Max.Comp/Max.Ten.-All forces 250(Ib)or less except when shown. , -574//,OREGON Q'* TOP CHORD 1-8=-307/26,1-9=-322/96,2-9=-314/109 7-g� gRY A5, `L �Q NOTES- '4 PAU� ��� 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)0-2-12 to 3-2-12,Interior(1)3-2-12 to 12-5-10,Exterior(2)12-5-10 to 16-8-9 zone; cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 EXPIRES: 12/31/2016 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 19.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will pAUL Aft, fit between the bottom chord and any other members. • `f V 7)A plate rating reduction of 20%has been applied for the green lumber members. 8)Refer to girder(s)for truss to truss connections. O WAS./.144P,„4, 9)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3,4,5. / � .: ';' • 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)7 except(jt=lb) ► • A"' p' 2=177,3=131,4=158,5=220. 11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)2,3,4,5. 12)This truss has been designed for a moving concentrated load of 250.01b live and 17.01b dead located at all mid panels and at all panel ,"d 7 points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. ) $ 51976 9 Q,t 13)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. Q.,t .gOiSTS 4"S'ONAL February 18,2016 / ,,WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MI7EK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Mill!` Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and is for an individual buiding component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing AA;Te(�° is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the MeV A fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUfPit Quality Criledo.0.58-89 and SCSI Balding Component 250 Klug Circle Safety Information available from Truss Nate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741168 61600175 JGO1 Jack-Open 1 1 Job Reference(optional) A Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:38:54 2016 Page 1 ID:PkD_XjGOgL_69ICg1 SXZKzsw5O-JFTBGs9jAaQFjxE_braAWcN2AWQ8VXHb8cpeHbzjuCI 6-0-0 14-8-9 6-0-0 8-8-9 Scale=1:42.4 5 6 14 1Y 0 4 5.00 12 12 13 L 3 10 2 7 R .5 r 9 3x6 II 1 • leal 15 15 8 7 3x6 = I 6-0-0 I 6-0-0 LOADING(psf) TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (toe) I/deft L/d PLATES GRIP (Roof Snow 25.0) Plate Grip DOL 1.15 TC 0.61 Vert(LL) -0.13 7-8 >524 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.62 Vert(TL) -0.24 7-8 >282 180 BCLL 0.0* Rep Stress!nor YES WB 0.00 Horz(TL) 0.10 5 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix) Weight:32 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins,.except BOT CHORD 2x4 DF No.1&Btr G end verticals. WEBS 2x6 OF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc brac.. MiTek recommends that Stabilizer. �.,��'�'�F:jF,l..".. be installed during truss erectio n .: . •— T"• ..4 ' Installation guide. �Cj �G NE.€ /p REACTIONS. All bearings 0-1-8 except(jt=length)8=0-5-8,7=Mechanical,2=0-3-2. ✓ 2 (lb)- Max Horz 8=269(LC 12) w j� Max Uplift All uplift 100 lb or less at joint(s)7,5 except 2=-174(LC 12), $9 782 P E 3=-131(LC 12),4=-129(LC 12) Max Gray Alt reactions 250 lb or less at joint(s)except 8=365(LC 26),7=323(LC 37), 2=323(LC 31),3=309(LC 32),4=308(LC 33),5=292(LC 34) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. -7 OREGON TOP CHORD 1-8=-307/47,1-9=-274/112,2-9=-266/125 �,y,Ci 1Ry 5 2�., NOTES- PA U �\ 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)0-2-12 to 3-2-12,Interior(1)3-2-12 to 10-5-10,Exterior(2)10-5-10 to 14-8-9 zone; cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 EXPIRES: 12/31/2016 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 19.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)A plate rating reduction of 20%has been applied for the green lumber members. 4-f WAS 8)Refer to girder(s)for truss to truss connections. �� 9)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3,4,5. - ..«.,,-711. others) bearing platecapablewithstandingupliftjoint(s) exceptG ) �.� U 10)Provide mechanical connection(byof truss to of 1001b at oint s 7,5 t 1b l . 2=174,3=131,4=129. G / ; 11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)2,3,4,5. 12)This truss has been designed for a moving concentrated load of 250.0Ib live and 17.Olb dead located at all mid panels and at all panel ,,� . points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 4, 5197 ,.0, W 13)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. C� -V'ISTSi" IONALE�� February 18,2016 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MlTEN REFERENCE PAGE MI1-7/73 rev.10N3/2015 BEFORE USE. Design valid for use only with Mifeke connectors.This design is based only upon parameters shown,and is for on individual balding component,not " a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design into the overeat building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` iTek` is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the IC fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/Wit quality Criteria,DSS-89 and BCSI Guiding Component 250 Klug Circle Safety Information available horn Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 4 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741167 81600175 JF08 Monopitch Girder 2 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc_Thu Feb 18 12:38:53 2016 Page 2 1D:PkD_X_IGOgL_6gjCg1 SXZKzsw5O-r2vp2W85PGtO5nfo282xzPgyX60gAxVRvy4418zjuCm LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-64,4-6=-20 Concentrated Loads(Ib) Vert:5=-1249(B)14v_1249(B) • • 1 AWARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MIMIC REFERENCE PAGE MII-7473 rev.10,132015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for on individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and property incorporate this design into the overall building design.Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 QuaBty Criteria,058-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 I I' Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741167 81600175 JF08 Monopitch Girder 2 1 Job Reference(optional) `k. Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:38:53 2016 Page 1 I D:PkD_XJGOgL_6gICg1 SXZKzsw5O-r2vp2W85PG105nfo282xzPgyX60gAxV Rvy4418zjuCm I 2-2-12 5-3-14 I 2-2-12 3-1-2 2x4 Scalei1:22.0 1:22.0 3 5.00 112 10 3x6% 9 /- 2 8 ------ ���0 PROFFS 3x8% ��j/� j 4�`�� �tG{NE�� 0j�2 1 i 89782PE 9�' N �� II M■ r . OREGON ooh •ITI.I 111 -79,gRy1 ; <"Q /lam 11 5 12 13 14 4 p n 1 ' t1 MUS26 A U 1. T 6 2x4 I I 8x8= 4x4- MUS26 EXPIRES: 12/31/2016 1 2-2-12 5-3-14 I 2-2-12 3-1-2 Plate Offsets(X.Y)— [2:0-2-4.0-1-81.[4:0-1-12.0-2-01.[5:0-3-9,0-4-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.28 Vert(LL) -0.02 4-5 >999 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.95 Vert(TL) -0.05 4-5 >999 180 TCDL 7.0 Rep Stress Incr NO WB 0.67 Horz(TL) 0.01 4 n/a n/a BCLL 0.0* Code IBC2012fTP12007 (Matrix) Weight:32 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-3-14 oc purlins, except BOT CHORD 2x6 DF No.2 end verticals. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=1742/Mechanical,6=1178/0-5-8 Max Horz 6=94(LC 10) Max Uplift4=-470(LC 10),6=-261(LC 10) Max Gray 4=1759(LC 16),6=1182(LC 16) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOPCHORD 1-7=-15481342,2-7=1522/346,3-4=-289/56,1-6=1222/281 BOT CHORD 5-12=-396/1414,12-13=396/1414,13-14=-396/1414,4-14=-396/1414 WEBS 2-5=279/1268,2-4=-1636/458,1-5=-326/1526 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.It;Exp B;enclosed;MWFRS (envelope)gable end zone;cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pt=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)"This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. PAUL 7)Refer to girder(s)for truss to truss connections. • v� • 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b)4=470, ' O'WAS/14 11T,- 6=2 1. 9)This t truss has been designed for a moving concentrated load of 250.0lb live and 17.01b dead located at all mid panels and at all panel / ��'•>`. YC�' • A o points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. ' 10)"Fix heels only*Member end fixity model was used in the analysis and design of this truss. / 11)Use Simpson Strong-Tie MUS26(6-10d Girder,6-10d Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max.starting at741Tr 2-2-12 from the left end to 4-2-12 to connect truss(es)to back face of bottom chord. rd 12)Fill all nail holes where hanger is in contact with lumber. 51976 4,i 13)In the LOAD Standard section,loads applied to the face of the truss are noted as front(F)or back(B). ,4s, LOAD S'IONAL 06 Continued on page 2 February 18,2016 I e WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.108312015 BEFORE USE. �I° Design valid tor use only with Wick®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overaN building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTele ek" is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/911 Quality Criteria,DSB-89 and BCSI BuBding Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 44 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741166 1. B1600175 JF07 Jack-Closed 2 1 _ Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:38:52 2016 Page 1 ID:PBD_XjGOgL_6gjCg1 SXZKzsw5O-MsLQrA8TeyAYTe4bOQXiRBHeljoBRenIgIKXCizjuCn 5314 1 5-3-14 4x6 11 Scale=1:21.6 2 5.00 12 PP 6PR Op4. G[N��'� 3x6 11 89782 PE �< ,/ , 94/OREGONez- 7 3 dir PA UL ` 4 3x4 I 3x6 I EXPIRES: 12/31/2016 1 5-3-14 1 5-3-14 Plate Offsets(X,Y)— [2:0-3-11,Edge],[3:0-2-4,0-0-12] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/defl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.84 Vert(LL) -0.06 3-4 >999 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.39 Vert(TL) -0.09 3-4 >674 180 TCDL 7-0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCLL 0.0* Code IBC2012/TPI2007 (Matrix) Weight:20 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-3-14 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G end verticals. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=211/0-5-8,3=211/Mechanical Max Horz 4=94(LC 12) Max Uplift4=-24(LC 12),3=-98(LC 12) Max Gray 4=352(LC 25),3=352(LC 27) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-4=307/127,2-3=-297/167 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. PAUL x 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,3. 9)This truss has been designed for a moving concentrated load of 250.OIb live and 17.Olb dead located at all mid panels and at all panel O WAS points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. Sw r 0 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. p r°p 51976 9 w OISTER . ' 4.1s,ONALG February 18,2016 / WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE Mil-7473 rev.18103/2815 BEFORE USE. Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mire k` is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the �' fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPit Quality Criteria,0S8-84 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 a' Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741165 81600175 JF06 Monopitch Girder 2 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:38:52 2016 Page 2 ID:PkD_XJGOgL_6gjCgt SXZKzsw50-MsLQrA8TeyAYTe4bUQXiRBHnQjm_ReTIgtKXCizjuCn LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:7=-1570(B) t I AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10103/2015 BEFORE USE. but Design vafid for use only with MTek®connectors_This design is based only upon parameters shown,and is for on individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall budding design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiT®k° is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPU Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741165 ti B1600175 JF06 Monopitch Girder - 2 1 Job Reference!opbonal) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc.Thu Feb 18 12:38:52 2016 Page 1 ID:PkD_XjGOgL_6gjCg1 SXZKzswSO-MsLQrA8TeyAYTe4bUQXiRBHnQjm_ReTIgIKXCizjuCn 3-0-0 3-0-0 5.00112 Scale=1:22.1 2 6 2x4 kV" 5 3x4 1 ,<c�Ep PR QF4ss � GINr;E;9. 89782PE ■ ■■ s' OREGON ooh III 17,5, GARY 15 ��ct 110,0 fig 7 3 r7UL HUS26 4 2x4 I I 4x4= EXPIRES: 12/31/2016 3-D-0 3-0-0 LOADING(ps() SPACING- 2-0-0 CSI. DEFL. in (lac) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.30 Vert(LL) -0.02 3-4 >999 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.53 Vert(TL) -0.04 3-4 >734 180 TCDL 7.0 Rep Stress Incr NO WB 0.02 Horz(TL) -0.00 3 n/a n/a BCLL 0.0* Code IBC20121TP12007 (Matrix) Weight:22 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.18Btr G TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins, except BOT CHORD 2x6 DF 2250E 1.7E end verticals. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=935/Mechanical,4=862/0-5-8 Max Horz 4=50(LC 10) Max Uplift 3=-291(LC 10),4=173(LC 10) Max Gray 3=936(LC 16),4=862(LC 16) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=286/60,1-4=-286/0 NOTES- 1)Wind:ASCE 7-10;Vuit=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone;cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)3=291, 4=173. U 9)This truss has been designed for a moving concentrated load of 250.0lb live and 17.0lb dead located at all mid panels and at all panel PA t points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. O WAS1.1 V1 . 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. ' 11)Use Simpson Strong-Tie HUS26(14-10d Girder,4-10d Truss,Single Ply Girder)or equivalent at 1-6-12 from the left end to connect / � �'"r • truss(es)to back face of bottom chord. ► R"'' 12)Fill all nail holes where hanger is in contact with lumber. Nolv` 13)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard "051976 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 orf �� ISTE4 Uniform Loads(Vert 2-64,3-4=-20 s�-1ONAI.E�� Continued on page 2 February 18,2016 b 1 AWARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE M11-7473 rev.10/032015 BEFORE USE. Design void for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system-Before use,the building designer must verity the applicability of design parameters and property incorporate this design into the overai building design.Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing .` i FYI A'ie is always required for stabiity and to prevent collapse with possible personal injury and property damage.For general guidance regarding the IC fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/rP11 Quality Criteria,058-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Y. Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741164 61600175 JF05 Jack-Open 2 1 a. Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:38:51 2016 Page 1 ID:PkD_XjGOgL_6gjCg1 SXZKzsw5O-ugn2dr7gtflhsUVPwj0Tu_IbBJUViAa8RebzgGzjuCo 3-0-0 I 14-4-15 I 3-0-0 11-4-15 Scale=1:47.3 6 m 15 Io // 5.00 12 5 / 12 1_3-----;_---1 4 / i1� 3 1..,....----10 / o "s 2 ---- o m m 3x4 i 1 iiiihNi. itlit'q ►dl ►� 16 8 7 2x4 II 3x4= I 3-0-0 I 3-0-0 Plate Offsets(X.Y)– [7:Edge.O-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.33 Vert(LL) -0.02 7-8 >999 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.29 Vert(TL) -0.03 7-8 >999 180 TCDL 7.0 Rep Stress lncr YES WB 0.13 Horz(TL) -0.01 6 n/a n/a BCLL 0.0* BCDL 10.0 Code IBC2012/TP12007 (Matrix) Weight:33 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G end verticals. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0.• gF f 044..MiTek recommends that Stabili - .-,wA • a' be installed during truss erec 11,��.r> •i. ,' o +" -t Installation guide. ,C? REACTIONS. All bearings 0-1-8 except(jt=length)8=0-5-8,6=Mechanical,7=Mechanical. Q 89782 P E (Ib)- Max Horz 8=265(LC 12) Max Uplift All uplift 100 lb or less at joint(s)6 except 7=-185(LC 12),2=-109(LC 12),3=-112(LC 12),5=138(LC 12),4=-133(LC 12) Max Gray All reactions 250 lb or less at joint(s)except 8=316(LC 26),6=290(LC 36), 7=296(LC 39),2=301(LC 32),3=302(LC 33),5=311(LC 35),4=309(LC 34) - OREGON o>0 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. -57 -(46, • Q` TOP CHORD 1-8=287/108,1-9=-300/140,2-9=-297/147 5' RY 1 BOT CHORD 8-16=-315/144,7-16=315/144 PA UL A\ WEBS 1-7=-182/396 NOTES- EXPIRES: 12/31/2016 1)Wind:ASCE 7-10;Vutt=140mph(3-second gust)Vasd=111mph;TCOL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)0-1-13 to 3-0-12,Interior(1)3-0-12 to 10-1-4,Exterior(2)10-1-4 to 14-4-3 zone; cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. U 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will pA v� fit between the bottom chord and any other members. p-v WASfr,, 6)A plate rating reduction of 20%has been applied for the green lumber members. �'�✓ W(,? 7)Refer to girder(s)for truss to truss connections. 4 r-::I' .rj 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)2,3,5,4. Nt!...`'-• 't 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6 except(jt=lb)7=18 / •. ,2=109,3=112,5=138,4=133. , 10)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)2,3,5,4. „p 7 '<k" 11)This truss has been designed for a moving concentrated load of 250.01b live and 17.0Ib dead located at all mid panels and at all panel ,4,.51976 ,9 tri points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. .0,ss `4.0fS F-1 c 12)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. s'1ONAL'J" February 18,2016 A f 1610.. ®WARNING-Verify design parameter's and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MA-7473 rev.10/0.312015 BEFORE USE Design valid for use only with Mitek®connectors.This design is based oMy upon parameters shown,and is for an individual budding component,not Mg a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate the design into the overall e building design.&acing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing !Viil®k" is always required for stability and to prevent cot apse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPIU Qua8ty Criteria,13S11-89 and BCSI Building Component 250 Slug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 4 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741163 A• B1600175 JF04 Jack-Open 2 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc.Thu Feb 18 12:38:50 2016 Page 1 ID:PkD_XjGOgL_6gjCglSXZKzsw50-QTDgQV6C6LvgEKwDM?VEMmCLrvSWzex7D_rQBgzjuCp 8-0-0 1 10-1-8 1 16-1-8 i 17-10-15 1 8-0-0 2-1-8 6-0-0 1-9-7 Scale=1:44.8 6 5Id 15 5.00 12 1/ 13 12__,>-------------'- 3x6% 11 sr n 2 :g ____,...„..".„---____<-> i 1 // I IC 111606.� d d om. 3x4 = 16 17 8 7 2x4 I I 5x6= 5-0-0 5-3-12 8-0-0 8-0R12 5-0-0 0-2-T2 z-s-a 0-0-12 Plate Offsets(X,Y)— f7:0-2-12,0-3-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.69 Vert(LL) -0.02 7-8 >999 240 MT20 220!195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.47 Vert(TL) 0.02 7-8 >999 180 TCDL 7.0 Rep Stress tncr YES WB 0.41 Horz(TL) -0.02 3 n/a n/a BCLL 0.0* Code IBC2012/TP12007 (Matrix) Weight:45 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc braci . WEBS 2x4 DF Std G MiTek recommends that Stabilizer71 rqo Fid... . be installed during truss erectio t..'"..• ':1;TY Installation guide. �CoN \AG N , /Q REACTIONS. All bearings 0-1-8 except(jt length)7=Mechanical,8=0-5 8. DC7 ?ice 19 (Ib)- Max HorzS=331(LC12) 'r• 89782PE <'" Max Uplift All uplift 100 lb or less at joint(s)3 except 7=-624(LC 30),8=-132(LC 8), 4=-166(LC 12),5=211(LC 12) Max Gray All reactions 250 lb or less at joint(s)7 except 8=1164(LC 30),3=287(LC 32),4=319(LC 33),5=508(LC 19) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. '7OREGON , TOP CHORD 1-9=542/849,9-10=-535/853,2-10=-534/868 1;9, L'i i py 1 Gj. Q' BOT CHORD 1-16=-7821547,8-16=-782/547,8-17=-782/179,7-17=-782/179 9k- t.,l� WEBS 2-8=-1041/463,2-7=-230!1001 PAUL R NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS EXPIRES: 12/31/2016 (envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 13-8-0,Exterior(2)13-8-0 to 17-10-15 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 19.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. )Aj L 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads- jot,� 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will OV�1ASX>, ' fit between the bottom chord and any other members. /// G 7)A plate rating reduction of 20%has been applied for the green lumber members. /p4 -� �p - 8)Refer to girder(s)for truss to truss connections. 4'* '� • 9)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3,4,5. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3 except(jt=lb) 7=624,8=132,4=166,5=211. '�`+r ck- 11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4,5. + ' 51976 1 12)This truss has been designed for a moving concentrated load of 250.OIb live and 17.Olb dead located at all mid panels and at all panel O +{'� 4 GFSTEg . points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. SCi 13)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. ��QNALg'� February 18,2016 1 ► ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE Md-7473 rev.19/03/2015 BEFORE USE mil Design valid for use only with MiTeke connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiT®k" is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPi1 Quality Criteria,D58-09 and SCSI Budding Component 250 Klug Circle Safely Information available hom Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 x Job Truss Truss Type Oty Ply EPR Design-Memory Care K1741162 81600175 JF03 Jack-Open 2 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:38:50 2016 Page 1 ID:PkD_XJGOgL_6gjCg1SXZKzsw5O-QTDgQV6C6LvgEKwDM?VEMmCL3v5Wzex?D_rQ8gzjuCp I 8-0-0 1 10-1-8 l 15-10-15 8-0-0 2-1-8 5-9-7 Scale=1:40.2 Ia 13 5.00 12 12 it 3 / 3x6 i 70• 6 2 10 1 --->---- /i 'VI l&klillE - V ..11Id r o 3x4= 14 IS 15 7 6 2x4 I I 5x6 = I 5-0-0 5-2-12 8-0-0 8-01112 15-9-7 I 5-0-0 0-2-12 2-9-4 0-0-12 7-8-11 Plate Offsets(X,Y)— f6:0-2-12,0-3-0j LOADING(psf) SPACING- 2-0-0 CSI. DEFL- in (toc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.68 Vert(LL) -0.02 6-7 >999 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.47 Vert(TL) 0.02 6-7 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.41 Horz(TL) -0.02 5 n/a n/a BCLL 0.0' Code IBC2012/TPI2007 (Matrix) Weight:42 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc braci WEBS 2x4 DF Std G MiTek recommends that Stabilizer. .1 reRRrF:.. ..".• be installed during truss erectio . 7•-�- .• t'.. Installation guide. �Gj; �N41 N6',�'R /© REACTIONS. All bearings 0-1-8 except(jt=length)5=Mechanical,6=Mechanical,7=0-5-8. C? Qi (Ib)- Max Horz 7=297(LC 12) $ ]$2 P E y'(,.. Max Uplift All uplift 100 lb or less at joint(s)3 except 5=-128(LC 12),6=-624(LC 30),7=-160(LC 8),4=-172(LC 12) Max Gray All reactions 250 lb or less at joint(s)6 except 5=308(LC 34),7=1164(LC 30),3=287(LC 32),4=347(LC 19) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. 9i1j OREGONp� A- TOP CHORD 1-8=-542/849,8-9=-535/853,2-9=-534/868 BOT CHORD 1-14=-782!547,7-14=-782/547,7-15=-782/225,6-15=-782/225 -7,,s, �RY �5 �Q� WEBS 2-7=-1041/518,2-0=287/1001 PA UI. ,v4 NOTES- 1)Wind:ASCE 7-10;Vult=l40mph(3-second gust)Vasd=111mph;TCDL=42psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS EXPIRES: 12/31/2016 (envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 11-7-4,Exterior(2)11-7-4 to 15-10-3 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. • 6)A plate rating reduction of 20%has been applied for the green lumber members. O>r WAstN 7)Refer to girder(s)for truss to truss connections. J YC 8)Refer to girder(s)for truss to truss connections. • , s ','q' 9)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3,4. ` . st 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3 except(jt=lb) / - 5=128,6=624,7=160,4=172. 11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4. � r ,q 12)This truss has been designed for a moving concentrated load of 250.0lb live and 17.Olb dead located at all mid panels and at all panel I' ,p,51976 �� points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads- 9t `'"OrsT Tu'- , 13)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. SG February 18,2016 a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MB-7473 rev-f0/032015 BEFORE USE. Mi' Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for on individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mitek' is always required for stability and to prevent collapse with possible personal injury and properly damage.For general guidance regarding the ,`• v fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/FPI'Qualify Criteria,DSB-89 and BCSI Balding Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 x Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741161 i4 61600175 JF02 Jack-Open 2 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:38:49 2016 Page 1 ID:PkD_XJGOgL_6gjCg1 SXZKzsw5O-yHflC95aL1 nzcAM0p1_?pZfBhVjAEGps_K6tcNzjuCq I 8-0-0 I. 13-10-15 I 8-0-0 5-10-15 Scale=1:35.6 5 m Io 14 5.00 I,2 4 134....--- 11 12 Q m 10 /� ur 2X4 II 9 2 ^ / 8 ,, 0 J1 2x4=15 16 7 2x4 I I 6 r 2-0-0 2-2-12 8-0-0 I 2-0-0 0-2-12 59-4 LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (lac) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.59 Vert(LL) -0.14 6-7 >488 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.60 Vert(TL) -0.22 6-7 >308 180 TCDL 7.0 Rep Stress Incr YES WB 0.08 Horz(TL) -0.14 5 n/a n/a BCLL 0.0* Code IBC20121TP12007 (Matrix) Weight:33 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No-1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Std G MiTek recommends that Stabilizers and �.rJ•. .. .racing be installed during truss erection,i�:.Lec 1).:r s-r Installation guide. REACTIONS. All bearings 0-1-8 except(jt=length)5=Mechanical,6=Mechanical,7=0-5-8. �Gj1JG I N E � *../.... (Ib)- Max Horz 7=260(LC 12) C3 ?i Max Uplift All uplift 100 lb or less at joint(s)5,6,7 except 3=-171(LC 12),4=-128(LC 12) ct $9 782 P E -7 A--- Max Gray All reactions 250 lb or less at joint(s)except 5=294(LC 34),6=315(LC 38),7=559(LC 30),3=316(LC 32), 4=308(LC 33) FORCES. (Ib)-Max.Comp/Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-8=-302/132,2-8=-296/141 v h BOT CHORD 1-15=-128/291,7-15=128/291 'S7 OREGON 0 WEBS 2-7=-369/248 y y�q��, As,;Z�Q� '} ,.-ANS NOTES- PA lit. 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 9-7-4,Exterior(2)9-7-4 to 13-10-3 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 EXPIRES: 12/31/2016 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. PAUL Arf 7)Refer to girder(s)for truss to truss connections. 8)Refer to girder(s)for truss to truss connections. COF�'1ASA>, 9)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3,4. ' { G, 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5,6,7 except(jt=lb) I"' -itiki'11 .0 �t� 3=171,4=128. �jI - "L, 11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4. ! 12)This truss has been designed for a moving concentrated load of 250.OIb live and 17.OIb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. Al 1% 13)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 'efr ,4, 51976 9 w qkt, '&GISTe0 .$41 S'IONA', �� February 18,2016 e f ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev,10/03/2015 BEFORE USE Design valid for use only with MTeke connectors.This design is based only upon parameters shown,and is for an individual building component,riot �_ a truss system.Before use,the building designer must verify the applicability of design porameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing [Ariel(' is olvvays required for stability and to prevent collapse with possible personal injury and properly damage.For general guidance regarding the 'YI If. fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 4. Job Truss Truss Type qty Ply EPR Design-Memory Care K1741160 B1600175 JF01 Jack-Open 2 1 44, Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:38:48 2016 Page 1 ID:PkD_XJGOgL_6gjCg1 SXZKzsw50-U55w?p4yakf6?OngFbTmGL70x5NxVpXilhMJ3xzjuCr I 8-0-0 I 11-10-15 I 8-0-0 3-10-15 5 Scale=1:31.5 '. 4 Ii5.00 12 13 f 3 11 72 2t �j / 6 Lan 2x4 l 1I g �� v / 8 LJ V 1 0 C 2x4= 14 < 15 7 2x4 H 6 l 2-0-0 2-7-12 8-0-0 I 2-0-0 0-2-42 5-9-4 LOADING(psf) SPACING- 2-0-0 CSI. DEFL- in floc) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.59 Vert(LL) -0.14 6-7 >488 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.60 Vert(TL) -0.22 6-7 >308 180 TCDL 7.0 Rep Stress!nor YES WB 0.08 Horz(TL) -0.14 3 n/a n/a BCLL 0.0 * Code IBC2012/TP12007 (Matrix) Weight:30 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Std G MiTek recommends that Stabilizers and .•.. ._ .racing be installed during truss erection,i .0431c ',..r•• -r REACTIONS. All bearings 0-1-8 except(jt=length)6=Mechanical,7=0-5-8- Installation guide. \���iNG�N ��s fa (Ib)- Max Horz 7=219(LC 12) Max Uplift All uplift 100 lb or less at joint(s)6,7 except 3=-136(LC 12),4=145(LC 9) $ 89782 P E 5'V" Max Gray All reactions 250 lb or less at joint(s)except 6=315(LC 36),7=559(LC 29),3=304(LC 31),4=338(LC 19) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-8=-285/88,2-8=279/94 BOT CHORD 1-14=-81/274,7-14=81/274 v 4) WEBS 2-7=-371/253 $Tj�OREGON p`N. NOTES- ' ' OTES -7,9,L�'QRY 16 ez- ��Q' 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS 'i PA U L �� (envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 7-8-0,Exterior(2)7-8-0 to 11-10-15 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 EXPIRES: 12/31/2016 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 19-0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in alt areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. PAUL . 7)A plate rating reduction of 20%has been applied for the green lumber members. 8)Refer to girder(s)for truss to truss connections. 4,4 Wt1SIri, 9)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3,4. �4 ,( 0`,, k WCC 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6,7 except(jt=lb) 2 3=136,4=145. f" ����,►►—```°' • p'2, • 11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4. ,• •j' ,/ -. 12)This truss has been designed for a moving concentrated load of 250.0Ib live and 17.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. g`' � 13)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 151976,,.�O SSIONAL,\yG February 18,2016 t I AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MO-7473 rev.10/03/2015 BEFORE USE. Mll. Design valid for use only with Mitch®connectors.This design is based only upon parameters shown,and is for on individual building component,not a tress system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' k" is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the FYI R fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPIT Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 ti Job Truss Truss Type Qty Ply EPR Design-Memory Care Kt741159 ,,. B1600175 JDO8 Jack-Open 2 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:38:48 2016 Page 1 ID:PkD_XJGOgL_6gjCgt SXZKzsw5O-U55w?p4yakf6?OngFbTmGL7085P2VkRiIhMJ3xzjuCr 8-0-0 1 10-1-8 1 15-3-10 16-1-81 19-10-15 8-0-0 2-1-8 5-2-2 0-9-14 3-9-7 Scale=1:48.9 8 l':<?- 5.00112 a5.00112 18 d 6 177 16 "_„----11-1--- 15 /.- 3x6% 14 M 3x6 13 34' 2 2 1112_______.-161\ 11' o t� 3x4= 19 PS 20 10 9 2x4 II 5x6= I 5-0-0 5-2112 6-0-0 8-119 19-10-15 5-0-0 0-2-12 2-9-4 0-1-9 11-9-6 Plate Offsets(X.YI-- 19:0-2-12,0-3-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in NO I/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.58 Vert(LL) -0.02 9-10 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.47 Vert(TL) 0.02 9-10 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.41 Horz(TL) -0.02 4 nia n/a BCLL 0.0 ' Code IBC2012ITPI2007 (Matrix) Weight 48 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins_ BOTCHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc braci a WEBS 2x4 DF Std G MiTek recommends that Stabilizers 4,�, tIr d}i e8 kei. . be installed during truss erectio '7-`-Z, -•••_,- - d8 I Installation guide. E '-'/ REACTIONS. All bearings Mechanical except(jt=iength)10=0-5-8,4=0-3-2,5=0-1-8,6=0-3-2, ,C? Qin 7=0-1-8. cc (lb)- Max Horz 10=372(LC 12) 89782P `� Max Uplift All uplift 100 lb or less at joint(s)8,10,4 except 9=-624(LC 32), 5=-156(LC 12),6=133(LC 12),7=-103(LC 12) Max Gray All reactions 250 lb or less at joint(s)9 except 8=294(LC 38), 10=1164(LC 32),4=287(LC 34),5=316(LC 35),6=309(LC 36),7=300(LC 37) C— (pREG- o40 FORCES. (Ib)-Max.Comp./Max.Ten.-M forces 250(lb)or less except when shown. 'f7 , it1 RY AS•Z lQ� TOP • CHORD 1-11=-543/849,11-12=-536/853,2-12=-534/868,2-13=256/111,3-13=-251/117 `V BOT CHORD 1-19=-782/547,10-19=-782/547,10-20=782/163,9-20=-782/163 PA U L. " WEBS 2-10=1041/443,2-9=-208/1001 NOTES- EXPIRES: 12/31/2016 1)Wind:ASCE 7-10;Vutt=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6-0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 15-7-4,Exterior(2)15-7-4 to 19-10-3 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. PAUL 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will �v, e fit between the bottom chord and any other members. OV 6)A plate rating reduction of 20%has been applied for the green lumber members. - . 7)Refer to girder(s)for truss to truss connections. / h 9,'1,-, • 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)5,7. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)8,10,4 except(jt=lb) - /- 9=624,5=156,6=133,7=103. err 10)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)4,5,6,7. , 11)This truss has been designed for a moving concentrated load of 250.01b live and 17.Olb dead located at all mid panels and at all panel S 1976 9 ^V points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. p ''OISTER� 12)"Fix heels only"Member end fixity model was used in the analysis and design of this truss- SS„ANAL IC'' February 18,2016 A ...— A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MTTEK REFERENCE PAGE MN-7473 rev.10/432015 BEFORE USE. mi” Design vafid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual budding component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall '{ building design.Bracing indicated is to prevent buckdng of individual truss web and/or chord members only.Additional temporary and permanent bracing Wok' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/114 Quotity Criteria,050-89 end BCSI Building Component 250 Klug Circle Safety Information available from Truss Rate institute,218 N.Cee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Ili Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741158 B1600175 JDO7 Jack-Open 2 1 .ti Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:38:47 2016 Page 1 ID:PkD_XJGOgL_6gjCg 1 SXZKzsw5O-OuXXoT4KpQXFNsCehtyXkBarOi6GmJnZX1 dmXV zjuCs 8-0-0 1 10-1-8 1 15-3-10 !6-1-81 17-10-15 1 8-0-0 2-1-8 5-2-2 0-9-14 1-9-7 Scale=1:44.8 18 7 5 t7 6 Id ..--lr 5.00112 15 18 14� 4 / 13 • 3 /-1- ^d 12 j 3x4 2 11 0 10/� i 3x4= /A�1�-Mir 1Kik.A. 20 �'i 19 9 8 2x4 II 3x4= 1 2-0-0 1 3-8-12 1 8-0-0 8t9 2-0-0 1-8-12 4-3-4 0-1-9 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) 1/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.58 Vert(LL) -0.05 8-9 >996 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.37 Vert(TL) -0.07 8-9 >715 180 TCDL 7.0 Rep Stress Incr YES WB 0.31 Horz(TL) -0.01 3 n/a n/a BCLL 0.0' Code IBC20127TP12007 (Matrix) Wei 9 BCDL 10.0 ht:46 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. DOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 DF Std G MiTek recommends that Stabilizers and -_ •racing be installed during truss erection,i a Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741157 Or B1600175 JDO6 Jack-Open 2 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:38:46 2016 Page 1 ID:PkD_X jGOgL_6gjCg1 SXZKzsw50-Yi_9a73i27POtjdS7AQIBwIhJliSlv6PINtC72zjuCt I 8-0-0 I 15-10-15 I 8-0-0 7-10-15 5 15 6 Scale=1:40.2 ld 14 _________,----- 5.00 12 13 12_,_.--- • L m rb 11 ---- 2x4 2x4 II 10 9 1 ■ 'f i ■ 0la 2x4=16 arl 17 8 7 2x4 II I 2-0-0 2--12 8-0-0 2-0-0 0-2-12 5-9-4 LOADING(psf) SPACING- 2-0-0 CSL DEFL. in (lac) 1/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.60 Vert(LL) -0-14 7-8 >488 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.60 Vert(TL) -0.22 7-8 >307 180 TCDL 7.0 Rep Stress Incr YES WB 0.08 Horz(TL) -0.14 6 n/a n/a BCLL 0.0* Code IBC2012/TP12007 (Matrix) Weight:36 lb FT=10% BCDL 10.0 g LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Std G MiTek recommends that Stabilizers and =•. -_ .racing be installed during truss erection,i�: r 04Oc t—r Installation guide- REACTIONS. All bearings Mechanical except(t=Length)8=0-5-8,3=0-3-2,4=0-1-8,5=0-3-2. �C. \AG{NEF V© (lb)- Max Hors 8=297(LC 12) 4-44' 9 Max Uplift All uplift 100 lb or less at joint(s)6,7,8 except 3=-173(LC 12),4=-156(LC 12),5=-128(LC 12) t $9 782 P E 1"___ t' Max Gray All reactions 250 lb or less at joint(s)except 6=272(LC 36),7=315(LC 40),8=558(LC 31),3=316(LC 33), 4=316(LC 34),5=308(LC 35) FORCES. (Ib)-Max.Comp./Max.Ten--All forces 250(Ib)or less except when shown. TOP CHORD 1-9=-333/152,2-9=-327/160 v 40 BOT CHORD 1-16=146/322,8-16=146/322 -9 OREGON O� WEBS 2-8=-372/242 99 �,l Ay A �'rr �� NOTES- h PAUL ��C 1)Wind:ASCE 7-10;VuR=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 11-7-4,Exterior(2)11-7-4 to 15-10-3 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 EXPIRES: 12/31/2016 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. • 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4. w ��WAS 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6,7,8 except(jt=lb) 40 1"xra 3=173,4=156,5=128- 10)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4,5. ' .--77.4t.-4L O 11)This truss has been designed for a moving concentrated load of 250.01b live and 17.0lb dead located at all mid panels and at all panel 4 $` points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 12)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 4 % r 51976 °-�'w,..ISTE fi '8IONAL'� � February 18,2016 1 f .... WARNING-Verify destgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mit-7473 rev.t0/03/2015 BEFORE USE. Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and is for on individual budding component,not ' a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall p' building design.Bracing indicated is to prevent buckdng of individual truss web and/or chord members only.Additional temporary and permanent bracing Milk' e! is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the nr, R fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPit Quality Criteria,DS8-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 oor Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741156 81600175 JDO5 Jack-Open 2 1 Job Reference(optional) x Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:38:45 2016 Page 1 ID:PkD_XJGOgL_6gjCg1SXZKzsw5O 4WQnNn24HpHX8Z2FaSv3t)VWZuMDISpG3j8fTczjuCu I— 8-0-0 I 13-10-15 I 8-0-0 5-10-15 Scale=1:35.6 5 o. I< m 14 5.00 12 4 13 1 t12 3 'S1 p70 u 2x4 I I g 6 1�' U A 2x4-15 16 72x4 II 6 1 2-0-0 2-2-12 8-0-0 I 2-0-0 0-2-12 5-9-4 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) 1/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.60 Vert(LL) -0.14 6-7 >488 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.60 Vert(TL) -0.22 6-7 >307 180 TCDL 7.0 Rep Stress Incr YES WB 0.08 Horz(TL) -0.14 5 n/a n/a BCLL 0.0* Code IBC2012/TPI2007 (Matrix) Weight:33 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No_1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Std G MiTek recommends that Stabilizers and =-. •r�p-_ .racing be installed during truss erection,i : .4.s•OcP4i j•n• -r Installation guide. f REACTIONS. All bearings Mechanical except(jt=length)7=0-5-8,3=0-3-2,4=0-1-8. �,N �,[j Q.& (Ib)- Max Horz 7=260(LC 12) 7 -17 Max Uplift All uplift 100 lb or less at joint(s)5,6,7 except 3=-171(LC 12),4=-126(LC 12) 89782 P E C-- Max Gray All reactions 250 lb or less at joint(s)except 5=294(LC 34),6=315(LC 38),7=558(LC 30),3=316(LC 32), 4=307(LC 33) FORCES. (lb)-Max-CompJMax.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-8=-302/133,2-8=-296/141 c.--94'&OREGON X40 BOT CHORD 1-15=-128/291,7-15=-128/291 /j/ O Q WEBS 2-7=-372/250 "1„.;;, �'9Fgy Ab.i ��' NOTES- 1 pi4 UL ". 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 9-7-4,Exterior(2)9-7-4 to 13-10-3 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 EXPIRES: 12/31/2016 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4. Of WASp�`,�,' 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5,6,7 except(jt=lb) % E'''� 3=171,4=126. ii 0 10)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4. 11)This truss has been designed for a moving concentrated load of 250.01b live and 17.01b dead located at all mid panels and at all panel /", points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. rar 12)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. Itl'+ 5197 31 ESp I•" . '� ssiONAL P February 18,2016 1 f ®WARNING-Verify design Parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE M1r-74T3 rev.10/03/2015 BEFORE USE. Design va{d for use only with tsistek®connectors.This design is based only upon parameters shown,and is for on individual building component,not , a thus system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is okvays required for stability and to prevent collapse with possible personal iniury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI1TPi1 Qualify Criteria,058-89 and BCSI Building Component 250 Klug Cirde Safety Information available from Truss Plate Institute,218 N.lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 • Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741155 B1600175 JD04 Jack-Open 2 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:38:45 2016 Page 1 ID:PkD_XJGOgL_6gjCg1 SXZKzsw5O-4WQnNn24 HpHX8Z2FasvafjV WZuMDISmG3j8fTczjuCu I 8-0-0 11-10-15 1 8-0-0 3-10-15 5 Scale=1:31.5 14 r to 4 13 5.00E-2- 7� 3 it 1/ _ 6 1�j/ M M u5 2x41 // 2 / 1 .- PI V r ie c 2x4= 15 16 7 2x4 II 6 1 2-0-0 2-2-12 8-0-0 1 2-0-0 0-2-12 5-9-4 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) 1/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.60 Vert(LL) -0.14 6-7 >488 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.60 Vert(TL) -0.22 6-7 >307 180 TCDL 7.0 Rep Stress Incr YES WB 0.08 Horz(TL) -0.14 5 n/a ri/a BCLL 0.0* Code IBC2012/TP12007Matrix BCDL 10.0 ( ) Weight:30 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Std G MiTek recommends that Stabilizers and ,• -_ •racing be installed during truss erection,i •••0r;# r Installation guide. 6', REACTIONS. All bearings Mechanical except(jt=length)7=0-5-8,3=0-3-2,4=0-1-8. �'C. r�(;1N,�,F slO (lb)- Max Horz 7=223(LC 12) f.? Ci Max Uplift All uplift 100 lb or less at joint(s)5,6,7,4 except 3=-168(LC 12) 89782 P E 9<r Max Gray All reactions 250 lb or less at joint(s)except 5=280(LC 34),6=315(LC 38),7=558(LC 30),3=316(LC 32), 4=293(LC 33) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-8=-270/114,2-8=-265/123 v h BOT CHORD 1-15=-109/260,7-15=-109/260 - OREGON �'� WEBS 2-7=-375/260 �.1;Ci,4Fiy A ' 2.,4 NOTES- PA U L ��• � 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 7-7-4,Exterior(2)7-7-4 to 11-10-3 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 EXPIRES: 12/31/2016 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. U 7)Refer to girder(s)for truss to truss connections. �A �li� 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4. 6*WASp,, +{f_ 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5,6,7,4 except • r �W(p.7 (jt=1b)3=168. et. /`t 10)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4. F . ;•`' O • 11)This truss has been designed for a moving concentrated load of 250.0Ib live and 17.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. %" . e.r 12)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 151976 3� GISTBR .e' ,s,SIONAL'a4C February 18,2016 t t imi WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MfTEK REFERENCE PAGE Mt1-7173 v.10/03/2015 BEFORE USE. Design vold for use only with Mitek®connectors.This design is based only upon parameters shown,and is for an individual building component,not ., a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mete is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,derrvery,erection and bracing of trusses and truss systems,see ANSI/rPII Quality Criteria,DSB-69 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741154 61600175 JD03 Jack-Open 2 1 ,a,. Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:38:44 2016 Page 1 ID:PkD_XJGOgL_6gjCg1 SXZKzsw5O-bKsP9R1 RXV9gWPT301Og6VyLpUO_Z?M6g3O6wAzjuCv I 8-0-0 i 9-10-15 I 8-0-0 1-10-15 Scale=1:269 4 12 . Io 3 5.00 12 / 10 11 9 2x4 II 8 7 1 'i K J o- 2x4 = 13 14 6 5 2x4 I 2-0-0 2-8-112 8-0-0 I 2-0-0 0-2-12 5-9-4 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) 1/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.60 Vert(LL) -0.14 5-6 >488 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.60 Vert(TL) -0.22 5-6 >307 180 TCDL 7.0 Rep Stress Incr YES WB 0.09 Horz(TL) -0.14 4 n/a n/a BCLL 0.0* Code IBC2012/TP12007 (Matrix) BCDL 10.0 Weight 27 lb FT=10 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Std G MiTek recommends that Stabilizers and . -. .racing be installed during truss erection,i : i r.)oP4 Aa i .-r Instattation guide. -C REACTIONS. All bearings Mechanical except(jt=length)6=0-5-8,3=0-3-2. �,� � tR 0, (lb)- Max Hors 6=185(LC 12) Max Uplift All uplift 100 lb or less at joint(s)4,5,6 except 3=-160(LC 12) ct- 89 782 PE x"" Max Gray All reactions 250 lb or less at joint(s)except 4=279(LC 32),5=315(LC 36),6=558(LC 29),3=314(LC 31) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-6=-388/292 NOTES- " OREGON CJ 40 , 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS -9 �4 Ry 'A 2 tiQ' (envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 5-7-4,Exterior(2)5-7-4 to 9-10-3 zone;cantilever left - ok� and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 Pq UL 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category It;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. EXPIRES: 12/31/2016 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,5,6 except(jt=1b) 3=160. pAUL ,R 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. VtC 10)This truss has been designed for a moving concentrated load of 250.OIb live and 17.0lb dead located at all mid panels and at all panel o points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 4111-1 W ... . :. ...t� 11)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. / � h;;,, p, • ., -,-..„,,,, „:, rd , 519?6v S'ANALOG February 18,2016 / t ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Mil. Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and is for on individual budding component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overact building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the *' fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/1711 Quality Criteria,038-8?end BSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 M Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741153 .4 /31600175 JDO1 Jack-Open 2 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 - 7.640 S Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:38:44 2016 Page 1 ID:PkD_XjGOgL_6gjCg1SXZKzsw50-bKsP9R1 RXV9gWPT3010g6VyMNUOIZ?96g3O6wAzjuCv I 7-10-15 8-Pt0 7-10-15 0-1-1 3 Scale=1:22.3 5.00 1712 / 10_-.- i s� % M 2x4 II 7 j z 1 , • \/ p ]o 2x4= 11 < 12 5 2x4 11 4 1 2-0-0 272-12 7-10-15 8-pt0 2-0-0 0-2-1 5-8-3 0-1-1 LOADING(psf) SPACING- 2-0-0 CSL DEFL. in (lac) I/dell Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.56 Vert(LL) -0.14 4-5 >490 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.60 Vert(TL) -0.22 4-5 >311 180 TCDL 7.0 Rep Stress Ina YES WB 0.11 Horz(TL) -0-14 3 n/a n/a BCLL 0.0 Code IBC2012/TP12007 (Matrix) Weight:24 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Std G MiTek recommends that Stabilizers and - racing be installed during truss erection,i lEOGIRR r Installation guide_ C. REACTIONS. (lb/size) 3=150/Mechanical,4=50/Mechanical,5=461/0-5-8 �j< �G�N ,E- :9<0 Max Horz 5=148(LC 12) 2 Max Uplift3=-114(LC 12),4=6(LC 27),5=-90(LC 8) ZCr -y' Max Gray 3=301(LC 29),4=315(LC 33),5=559(LC 27) CC. 89782 PE 1.-- FORCES. FORCES. (lb)-Max.Comp./Max.Ten--All forces 250(Ib)or less except when shown. WEBS 2-5=-384/333 NOTES- A V OREGON c 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS -57,,,2-,4 b �' . (envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 3-7-4,Exterior(2)3-7-0 to 7-10-3 zone;cantilever left ,1- F' ,�� and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 PA UL 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. EXPIRES: 12/31/2016 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. 8)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,5 except(jt=lb) 3=114. 10)This truss has been designed for a moving concentrated load of 250.OIb live and 17.01b dead located at all mid panels and at all panelelli‘s.,... S points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. .0.11).,'7"-- 11)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. ,F _ . „ ., .. ; 74.17 4 ��...;,%., '5197b ° T, . �Grsras 1.16 S'40NALE February 18,2016 t I WARNING-V design u Verify ig parameters and READ NOTES ON THIS AND INCLUDED UTTER REFERENCE PAGE Mit-74T3 rev.10A 12015 BEFORE USE. Design valid for use only with Muck®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and property incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and properly damage.For general guidance regarding the 1 fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/SP11 Quality Criteria,DSB-89 and RCS!Budding Component 250 Klug Girlie Safety Information available from Truss Plate Institute,218 N.lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741152 91600175 JC09 Monopitch Girder 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:38:43 2016 Page 2 ID:PkD_XJG0gL_6gjCg1 SXZKzswSO-77t 1y51 pmC1 puFutSl tbZIPFE4jPgRQzcPfYOkzjuCw LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-64,4-6=-20 Concentrated Loads(lb) Vert:5=1164(F)10=-137(F)13=-468(F) • • ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual budding component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall budding design.Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing Mid"®k` is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPit Qualify Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 4 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741152 B1600175 JC09 Monopitch Girder 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc Thu Feb 18 12:38:43 2016 Page 1 10:PkD_XjG0gL_6gjCg1 SXZKzsw5O-7711 y51 pmC1 puFutS1 tbZIPFE4jPgRQzcPfYOkzjuCw I 3-0-0 6-0-0 3-0-0 3-0-0 2x4 II Scale:1/2"=1' 3 5.00 12 /S 3x6 2 %i ���, p P R OFF6,, 7 O. ,�5 ANG t N E�cR i© 2 3x6- -- N\�\ e 89782PE �T-- NE; 92 OREGON �.• 1 I nI 11 y9,qRy A5. vr- \,q, 10 11 5 12 13 4 p e%NI LUS24 6x6= LUS24 4x4 = AUL T 2x4 I I MUS26 EXPIRES: 12/31/2016 I 3-0-0 I 6-0-0 I 3-0-0 3-0-0 Plate Offsets(X.Y)— [2:0-2-12,0-1-8].[4:0-1-12,0-2-0].[5:0-3-0,0-4-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL- in (lac) 1/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.27 Vert(LL) -0.01 5 >999 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.43 Vert(TL) -0.03 4-5 >999 180 TCDL 7.0 Rep Stress Incr NO WB 0.52 Horz( L) 0.00 4 n/a n/a BCLL 0.0 * Code IBC2012/TPI2007 BCDL 10.0 (Matrix) Weight:37 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-11-5 oc purlins, except BOT CHORD 2x6 DF No.2 end verticals. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=1247/Mechanical,6=1001/0-5-8 Max Horz 6=107(LC 10) Max Uplift4=-344(LC 10),6=-198(LC 10) Max Gray 4=1271(LC 16),6=1007(LC 16) FORCES- (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-7=-1245/238,2-7=-1217/244,3-4=-285/50,1-6=882/191 BOT CHORD 5-12=-305/1129,12-13=305/1129,4-13=-305/1129 WEBS 2-5=-201/1086,2-4=-1387/375,1-5=-207/1178 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone;cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. U 7)Refer to girder(s)for truss to truss connections. pA L 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)4=344, Of WAS. r 6=198. �'�j W 9)This truss has been designed for a moving concentrated load of 250.OIb live and 17.0lb dead located at all mid panels and at all panel r / ,nom'' �'� • points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. j h`' Q1.. 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. -V,,i 11)Use Simpson Strong-Tie LUS24(4-10d Girder,2-10d Truss,Single Ply Girder)or equivalent spaced at 4-0-0 oc max.starting at 1-0-12 %' from the left end to 5-0-12 to connect truss(es)to front face of bottom chord. Ar 12)Use Simpson Strong-Tie MUS26(6-10d Girder,6-10d Truss,Single Ply Girder)or equivalent at 3-0-12 from the left end to connect ii, 51976 truss(es)to front face of bottom chord,skewed 0.0 deg.to the left,sloping 0.0 deg.down. O .'ISTE• ,Y 13)Fill all nail holes where hanger is in contact with lumber- 14)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). S-1ONAL �. LOAD CASE(S) Standard February 18,2016 Continued on page i I r.ANI WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED WEK REFERENCE PAGE MII.74T3 rev.18/03/20}5 BEFORE USE. Design valid for use only with MiTek®connectors.Thu design is based only upon parameters shown,and is for on individual building component,not �R a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing NI is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the nn RR fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 f10 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741151 81600175 JC08 Jack-Open 1 1 Ad. Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:38:42 2016 Page 1 I D:PkD_XJGOgL_6gjCg1 SXZKzswSO-fxkekmoB?uvyH5JguKMMI StzbhMe50ygNly?sHzjuCx I 8-0-0 — 1 10-1-8 i 16-1-8 I 21-7-15 I 8-0-0 2-1-8 6-0-0 5-6-7 Scale=1:52.9 7 5.00112 j� 17 16 15 3x6 14 _...-------- 5 5 ,n n 13 4 0 r1 3 8 3x6% 1,2_,------ e 2 -' y II G o ►i r 3x4= 18 9 19 8 2x4 I I 5x6— I 5-0-0 5-2-f2 8-0-0 81r9 5-0-0 0-2-12 2-9-4 0-1-9 Plate Offsets(X.Y)-- 18:0-2-12.0-3-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (ioc) 1/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.71 Vert(LL) -0.02 8-9 >999 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.47 Vert(TL) 0.02 8-9 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.41 Horz(TL) -0.02 7 n/a n/a BCLL 0.0` Code IBC2012/TPI2007 (Matrix) Weight:51 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing WEBS 2x4 DF Std G Milek recommends that Stabilizer. -.1r. °'• �C ,. .... be installed during truss erectio a`. Installation guide. ,Gj �G F,E- /0 REACTIONS. All bearings Mechanical except(jt=length)9=0-5-8,3=0-3-2,4=0-1-8,6=0-1-8. �C? 1." (Ib)- Max Horz 9=405(LC 12) cr 89782 P E E'" Max Uplift All uplift 100 lb or less at joint(s)9,3 except 7=-122(LC 12), 8=-624(LC 31),4=-175(LC 12),6=-255(LC 12) Max Gray All reactions 250 lb or less at joint(s)8 except 7=306(LC 36),9=1164(LC 31),3=287(LC 33),4=323(LC 34),6=536(LC 19) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. -74/&OREGON Q�� t� TOP CHORD 1-10=-543/849,10-11=-536/853,2-11=-5351868,2-12=-291/128,3-12=287/140, '9R •ttR�' 1 tJ �'�Q' 3-13=-260/124,4-13=-2584128 BOT CHORD 1-18=-782/548,9-18=782/548,9-19=-782/136,8-19=782/136 � PA L �tt� WEBS 2-9=-1041/410,2-8=-174/1001 NOTES- EXPIRES: 12/31/2016 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 17-4-4,Exterior(2)17-4-4 to 21-7-3 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. UL 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will PA -v,2> fit between the bottom chord and any other members. OV WA:Sp., 6)A plate rating reduction of 20%has been applied for the green lumber members. "�,5w ��V6?./ 7)Refer to girder(s)for truss to truss connections. .`; 0 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4,6. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)9,3 except(jt=lb) 1 '+, 7=122,8=624,4=175,6=255. 10)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4,6. ,p ` T 11)This truss has been designed for a moving concentrated load of 250.01b live and 17.Olb dead located at all mid panels and at all panel •0 4, 51976 9 44 points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. p.{+, '''oisTE ' 12)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. -4's., AL,\AC) February 18,2016 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIF7473 rev.10/13/2015 BEFORE USE. NI., Design valid for use only with M7ek®connectors.This design is based only upon parameters shown,and is for on individual building component,not o truss system.Before use,the budding designer must verify the applicability of design parameters and property incorporate this design into the overall building design.Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing Milek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TNt Qualify Criteria,DS8-89 and BCSI Budding Component 250 Klug Circle Safety information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona.CA 92880 4 Job Truss Truss Type Qty Ply EPR Design-Memory Care 1(1741150 'y,A 81600175 JC07 Jack-Open 2 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:38:42 2016 Page 1 ID:PkD_XJG0gL_6gjCg1 SXZKzsw5O-fxkekm0B?uvyHSJguKMMlStzehMe50ygNly?sHzjuCx , 3-8-13 8-0-0 1 10-1-8 1 16-1-8 19-10-15 i 3-8-13 4-3-3 2-1-8 6-0-0 3-9-7 5.00 12 7 Scale=1:48.9 16 Id i 156 4x8 14 5 4 O. _ A g- .. 3 ao- 3x6 i 12 ..„----- 2 1011 Ny 1 vl : a Pril 3x4= 17 CB 18 9 8 2x4 11 5x6= 1 5-0-0 5-2112 8-0-0 8-19 19-10-15 __ 5-0-0 0-2-17 ____Z-9-4_._4. 9 11-9-6 Plate Offsets(X,Y)-- [8:0-2-12.0-3-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Udell L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.71 Vert(LL) -0.02 8-9 >999 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.47 Vert(TL) 0.02 8-9 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.41 Horz(TL) -0.02 7 n/a n/a BCLL 0.0 ' BCDL 10.0 Code IBC2012/TPI2007 (Matrix) Weight:48 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracin. WEBS 2x4 DF Std G MiTek recommends that Stabilizers, :.JeF O• : • be installed during truss erectio '` -• tll . � Installation guide. �Gj `�fi7b 1 ui© REACTIONS. All bearings Mechanical except(jt=length)9=0-5-8,3=0-3-2,4=0-1-8,6=0-1-8. (Ib)- Max Horz 9=372(LC 12) 89782P E 9{' Max Uplift All uplift 100 lb or less at joint(s)7,9,3 except 8=-624(LC 31), 4=-175(LC 12),6=-216(LC 12) Max Gray All reactions 250 lb or less at joint(s)8 except 7=294(LC 36),9=1164(LC 31),3=287(LC 33),4=323(LC 34),6=472(LC 19) � FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. "9 OREGON , TOP CHORD 1-10=-543/849,10-11=-536/853,2-11=-534/868,2-12=-256/111,3-12=-251/123 �1R �"4R '1 Y b 2p'4,, BOT CHORD 1-17=-782/547,9-17=-782/547,9-18=-782/163,8-18=-782/163 WEBS 2-9=1041/443,2-8=-208/1001 PA UL R" NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=42psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS EXPIRES: 12/31/2016 (envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 15-7-4,Exterior(2)15-7-4 to 19-10-3 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;P1=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ?AUL h fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. is 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4,6. . 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)7,9,3 except(jt=lb) • 8=624,4=175,6=216. 10)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4,6. 11)This truss has been designed for a moving concentrated load of 250.0Ib live and 17.0lb dead located at all mid panels and at all panel ,.p points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. • wA:k" 12)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. rf February 18,2016 t ► .. WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE AfX7473 rev.10/03/2015 BEFORE USE. IIII Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual huss web and/or chord members only.Additional temporary and permanent bracing ek M'T . is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the FYI 1 R fabrication,storage,delivery,erection and brocing of trusses and truss systems,see ANSI/IPO Quarrfy Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Corona,CA 92880 I Job Truss Truss Type Qty Ply EPR Design-Memory Care l K1741220 B1600175 P01 CALIFORNIA GIRDER 2 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:39:38 2016 Page 1 ID:PkD_XJGOgL_6giCg 7 SXZKzsw5O-Oi7p5x6 VvhJ p5yO?ibRASM UIuB U KFQODDK3 FSTzr2zjuC3 I 2-2-12 -- I - I- - - r- : .--; 2-2-12 5-0-14 0-7-5 4-4-10 0-7-5 2-7-11 2-7-15 Scale:3/8"=1' 6x8 3 17 1 18 5.00 12 /s ��, 4 \ 20 --------------.. .,,------„,___,5 3x6 4x6 i ..------ 4'`\--\21 2x4 II v cn 2 �\ 6 V 1 14 / --_—__ \\ \u ci' N i Li II O 22 23 24 9 25 26 27 8 28 7 3x4= 10 2x4 5x6= 3x8= 3x8= 1 2-0-0 2-2-12 7-3-10 I 12-10-14 I 18-2-8 I 2-0-0 0-2-12 5-0-14 5-7-4 5-3-10 Plate Offsets(X.Y)— [2:0-2-8.0-2-01,[3:0-4-0,0-1-12],[4:0-2-4,0-2-8],(5:0-2-12,0-1-8],[9:0-3-0,0-1-81 LOADING(psf) SPACING- 2-0-0 CSI- DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.91 Vert(LL) -0.10 8-9 >999 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.75 Vert(TL) -0.27 8-9 >716 180 TCDL 7.0 Rep Stress Incr NO WB 0.95 Horz(TL) 0.04 7 n/a n/a BCLL 0.0 * Code 1BC2012/TP12007 (Matrix-M) Weight:90 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied or 3-9-9 oc purlins, except T2:2x6 DF No.2 end verticals,and 2-0-0 oc purlins(3-1-4 max ' - BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 6-0-0 o - - '�,.DRQF- :1 WEBS 2x4 DF Std G Mitek recommends that Stabil - f•. I, be installed during truss ere r1,yt):•Tn •,.-V .. .1.-4; •0 Installation guide. C? '7i REACTIONS. (lb/size) 10=1659/0-5-8,7=1448/Mechanical -T' cc- Max Horz 10=87(LC 10) $9 782 P E r Max Uplift 10=-464(LC 6),7=-386(LC 7) Max Gray 10=1922(LC 28),7=1590(LC 28) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown- c. ftp TOP CHORD 1-14=-33/461,1-15=-206/510,2-15=-201/513,2-16=-2456/651,3-16=-2390/657, .-9 OREGON o 3-17=-2174/614,17-18=2167/614,18-19=-2161/615,4-19=-21581615,4-20=-2344/658, 1F,9��" Gt 2 , 5-20=-2368/654,6-7=-286/45RY 1 �� BOT CHORD 1-22=-499/48,1-23=-447/221,10-23=-447/221,10-24=-447/221,9-24=-447/221, PA U L �� 9-25=585/2242,25-26=-585/2242,26-27=-585/2242,8-27=-585/2242,8-28=-475/1828, 7-28=475/1828 WEBS 2-10=1842/482,2-9=-527/2153,5-8=-101/614,5-7=-2325/604 EXPIRES: 12/31/2016 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=42psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone;cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. PAUL jcztfr 4)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 495'01 WAS. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will v � ' C' ' fit between the bottom chord and any other members. ;,/ 7)A plate rating reduction of 20%has been applied for the green lumber members. ` ., 8)Refer to girder(s)for truss to truss connections. 1-., 9)Provide mechanical connection(try others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)10=464, �" 7=386. rd ,' r 10)This truss has been designed for a moving concentrated load of 250.01b live and 17.0lb dead located at all mid panels and at all panel ;,, �,,51976.0 4J points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. /t 'IST`SR cF 11)Girder carries hip end with 5-7-12 right side setback,7-7-12 left side setback,and 7-7-12 end setback. .Sm 12)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. `SIUNAL0I 13)Graphical puffin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. Continued on page 2 February 18,2016 1 t AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MIF7473 rev.10/032015 BEFORE USE. E Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design.Bracing indicated is to prevent buck&ng of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the �Y� I V R fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/SPIt Quality Criteria,DSB-89 and SCSI Building Component 250 jug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741220 B1600175 P01 CALIFORNIA GIRDER 2 1 �► Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:39:38 2016 Page 2 ID:PkD_XjGOgL_6gjCg1 SXZKzsw5O-0i7pVvhJp5y0?ibRA5MUluBUKFQODDK3FSTzr2zjuC3 NOTES- 14)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)501 lb down and 146 lb up at 7-5-6,and 501 lb down and 146 lb up at 12-10-14 on top chord. The design/selection of such connection device(s)is the responsibility of others. 15)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=64,3-19=-152,4-19=-64,4-6=-64,11-25=20,25-27=-48(F=28),7-27=-20 Concentrated Loads(Ib) Vert:3=501 4=-501 o � ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/0312015 BEFORE USE. Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MIT®k` is always required for stability and to prevent collapse with possible personal injury and property damage.for general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DS11-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,21811,Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply EPR Design-Memory Care 61600175 Q01 Common Supported Gable 2 1 K7741221 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:39:40 2016 Page 1 I D:PkD_XJGOgL_6gjCg 1 SXZKzsw50-y5 EawbjaLiD k E01g1 W OyNJG?53Dbh KEMjmy3vwzjuC 1 1 2-0-0 1 7-6-0 15-0-0 2-0-0 7-8-0 - 17-0-0 7-6-0 2-0-0 Scale:3/8"=1' 4x4= 6 25 Y�\26 5.00 12 ___5___,,.---"------ , \177�� 4 24 r = 27 6 • ,_23..__ ---., 28 223�e�' \�9 29 2 ! "= 0 ---- 10 21 V el\ 30 Y 1 \\ 11 gl / Y N N V Y N H C° Q Io 3x4 =31 �u 40 3x4= 20 32 19 33 18 34 17 35 16 36 15 37 14 38 13 39 12 I 15-0-0 15-0-0 LOADING(psf) TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (lac) I/deft Ud PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.25 Vert(LL) IVa - n/a 999 MT20 2201195 TCDL 7.0 Lumber DOL 1.15 BC 0.25 Vert(L) n/a - n/a 999 BCLL 0.0* Rep Stress Incl YES WB 0.09 Horz(TL) -0.01 12 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix) Weight:79 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 DF Std G OTHERS 2x4 DF Std G REACTIONS. All bearings 15-0-0. etc) PR QFt, (lb)- Max Horz 20=77(LC 12) ��� NGI NE'k- t) Max Uplift NI uplift 100 lb or less at joint(s)17,18,15,14 except 19=-332(LC 35),13=-332(LC 45), 4i q 20=196(LC 45),12=-196(LC 35) �G7 -yy Max Gray All reactions 250 lb or less at joint(s)except 16=373(LC 60),17=338(LC 59),18=340(LC 58), �' $9 782 P E C' 19=300(LC 57),15=338(LC 61),14=340(LC 62),13=300(LC 63),20=583(LC 35),12=583(LC 45) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-21=-182/344,2-21=-176/350,2-22=-99/337,3-22=-971344,3-23=71/313, 47--2263==--638//30232,, 47--2247==-2151//330169,, 8-27=-21/309,8-28=68/322,9-28=071/313,-9262=90=9172/,344, 9/0 REGON2' 'N.;Q 10-29=-99/337,10-30=-1761350,11-30=-182/344 17,!51 4 R Y 1 ' !GQ` ii- BOT CHORD 1-31=-285/196,20-31=-285/196,20-32=-285/196,19-32=-285/196,19-33=-285/196, '°A U 1- 'il'\J 18-33=-285/196,18-34=-285/196,17-34=-285/196,17-35=-285/196,16-35=-285/196, 16-36=-285/196,15-36=-285/196,15-37=285/196,14-37=-285/196,14-38=285/196, 13-38=285/196,13-39=285/196,12-39=285/196,1240=-285/196,11-40=285/196 WEBS 6-16=-324171,5-17=-290/187,4-18=-287/113,3-19=-271/154,7-15=290/187, EXPIRES: 12/31/2016 8-14=-287/113,9-13=271/154,2-20=-309/194,10-12=-309/194 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS AUL (envelope)gable end zone and C-C Comer(3)-2-0-0 to 1-0-0,Exterior(2)1-0-0 to 4-6-0,Corner(3)4-6-0 to 7-6-0,Exterior(2)10-6-0 to '¢ Rj 14-0-0 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate WAS vtf' grip DOL=1.60 _ 21 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Ait / * - / rr T Gable End Details as applicable,or consult qualified building designer as per ANSI/1-PI 1. r: ••� ,=- • 3)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 r, • y, 4)Unbalanced snow toads have been considered for this design. 5)All plates are 2x4 MT20 unless otherwise indicated. 6)Gable requires continuous bottom chord bearing. d Zr 51976a 7)Gable studs spaced at 2-0-0 oc. O .�*ISTSW 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will 4', 40NAL C" fit between the bottom chord and any other members. 10)A plate rating reduction of 20%has been applied for the green lumber members. Continued on page 2 February 18,2016 ® rev.-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 v.10/032015 BEFORE USE. NTDesign valid for use only with MiTeke connectors.This design is based only upon parameters shown,and is for an individual budding component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MITek` is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.see ANSI/rpn Quality Criteria DS11-89 and BCS!Budding Component 250 Klug Circle Safety Information available tram Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 r, Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741221 B1600175 Q01 Common Supported Gable 2 1 ..+ Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:39:40 2016 Page 2 ID:PkO_X jGOgL_6gjCg1 SXZKzsw5O-y5EawbjaLiDkEOlgIW OyNJG?53DbhKEMjmy3vwzjuCl NOTES- 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)17,18,15,14 except(jt=lb)19=332,13=332,20=196, 12=196. 12)This truss has been designed for a moving concentrated load of 250.OIb live and 17.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 13)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. I 1 1111..r. A WARNING-VenTy design paramerers and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MA-7473 rev.10/03/2015 BEFORE USE. 1� Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overat building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Qualify Criteria,DSB-89 and SCSI Building Component 250 King Circle Safety Information available from Truss Plate Institute,218 N.lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply EPR Design-Memory Care 4 K1741222 B1600175 Q02 Common 4 1 Job Reference(optional) Pro-Build Beaverton Truss, • Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc- Thu Feb 18 12:39:40 2016 Page 1 ID:PkD_XJGOgL_6gjCg1 SXZKzsw5O-y5EawbjaLiDkE0lgIWOyNJGzt34_hHgMjmy3vwzjuC 1 I -2-0-0 0-2-1i2 4-2-5 7-6-0 1 10-9-11 l t5-0-0 I 2-0-0 0-2-12 3-11-9 3-3-11 3-3-11 4-2-5 4x4 = Scale=1:29.0 4 5.00 12 12/ �\ 13 11 _------>----- 37 1q 3x6 C �� \\ 5 15 \ 1 - 1– 22_ 17 2x4 II 10 / iN. ���\ I 1 / NN. N RE w `f, r 0 4. 3x4 —18 xX 19 8 20 93x4 = 3x8= 7 3x4 —0--112 -112 7-6-0 15-0-0 _ 0--12 7-3-4 i 7-6-0 1 Plate Offsets(X,Y)— 15:0-2-12.0-1-8j LOADING(psf) SPACING- 2-0-0 CSI- DEFL. in (los) I/defl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.33 Vert(LL) -0.26 7-8 >673 240 MT20 220/195 (Roof TCDLSnow 25.0)0 Lumber DOL 1.15 BC 0.80 Vert(TL) -0.44 7-8 >397 180 7. BCLL OA Rep Stress Inc/ YES WB 0.31 Horz(TL) 0.02 7 ilia n/a BCDL 10.0 Code IBC2O12JTP12007 (Matrix) Weight 79 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G end verticals_ WEBS2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 6-0-0 o - ...v.p R of MiTek recommends that Stabil. • ,r, 1:. - C . be installed during truss erect.ri, .•ro O er a, *O its.!..4.- - Installation guide. l REACTIONS. (lb/size) 7=600/0-3-2,9=816/0-5-8 Max Horz 9=101(LC 12) 89782PE �" Max Uplift7=-133(LC 13),9=-190(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-21=-263/619,2-21=-257/625,2-10=-249/594,10-22=-242/596,3-22=241/612, v 40 3-11=-6601205,11-12=618/210,4-12=-610/214,4-13=-6101218,13 14=6201213, "9 OREGON xs 5-14=-663/209,6-7=-289/80 2117,9 �''QRY 15 ?_ f�,Q� BOT CHORD 1-18=-560/224,9-18=-560/224,9-19=-185/630,8-19=-185/630,8-20=-216/674, 7-2o=-216/674 PA UL RAJ WEBS 4-8=-47/366,5-7=-805/258,3-9=-820/392,2-9=315/171 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS EXPIRES: 2/31/2016 (envelope)gable end zone and C-C Exterior(2)-2-0-0 to 1-0-0,Interior(1)1-0-0 to 4-6-0,Exterior(2)4-6-0 to 7-6-0,Interior(1)10-6-0 to 11-10-3 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. ?AUL 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads- • v►��t� 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ' Ov WASia,, fit between the bottom chord and any other members. W 6)A plate rating reduction of 20%has been applied for the green lumber members. � � C� 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)7=133, " ►• ' � ' 1, 9=190. 44./ _ 8)This truss has been designed for a moving concentrated load of 250.01b live and 17.0lb dead located at all mid panels and at alt panel ler points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. ••;) $197b 9)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. r 0ISTER Ss, 4ONAi -' February 18,2016 WARNING-Verifydesign �I t5- parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 0111-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design B based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing �V�R ileIl " is always required for stability and to prevent collapse with possible personal injury and properly damage.For general guidance regarding the - fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/T711 Quality Cri w,DSB-84 and BCSI Budding Component 250 Mug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741223 B1600175 RO1 California Girder 1 1 4- Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 S Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:39:42 2016 Page 1 ID:PkD_XjGOgL_6gjCg1 SXZKzsw50-vUMKKHkgSKTSTJvCPwRQSkMGAspi94ofA4RA_pzjuC? I 2-7-6 I 5-5-15 5110-15 7-0-1 7-5-11 12-7-4 14-11-0 I 2-7-6 2-10-9 0-5-0 1-1-2 5-0 5-2-3 2-3-12 Scale=1:26.8 4x6 5x12= 5.00 12 14 0 \,_15 13 3x6%12 1 t6 2 / \\\\\ 17 v 11 S �� 3x8 y A 2x4 I � 5 , 1 // \ = \ 18 N 6 - _ - \ N Icl 21 22 3x4= 3x6 = 19 9 20 8 4x8 = 10 3x8 - 2x4 H I 5-5-15 I7-5-1 I 12-7-4 12r9r0 14-11-0 I 5-5-15 1-11-2 5-2-3 0-1-12 2-2-0 Plate Offsets(X,Y)— [3:0-2-12.0-2-4 14:0-6-0,0-1-61[5:0-3-12.0-1-81,[8:0-2-8,0-2-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL- in (Ioc) I/dell Ud PLATES GRIP TCLL 25-0 Plate Grip DOL 1.15 TC 0.53 Vert(LL) -0.09 9-10 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.59 Vert(TL) -0.16 9-10 >916 180 TCDL 7.0 Rep Stress Incr NO WB 0.73 Horz(TL) 0.02 7 n/a n/a BCLL 0-0' Code IBC2012/TP12007 (Matrix) Weight:73 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-4-2 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G end verticals,and 2-0-0 oc purlins(5-0-14 - -4 WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 6-0-0 0 . • MiTek recommends that Stabili - s' .,,� • : .11 be installed during truss ere n,\,4D••.o •r•• s '• -`�.' Installation.uide. Cs? REACTIONS. (lb/size) 7=1343/0-3-8,10=1097/Mechanical 89782PE Max Horz 10=83(LC 11) vi Max Uplift7=-348(LC 11),10=-285(LC 10) Max Gray 7=1689(LC 28),10=1315(LC 28) FORCES. (Ib)-Max.Comp./Max.Ten.-Ail forces 250(Ib)or less except when shown. OREGON *10 TOP CHORD 2-12=-1903/440,12-13=1842/443,3-13=-1833/447,3-14=17271444,4-14=17271444, ] O 'S- 4-15=-1768/439, 4-15=-1768/439,15-16=1797/434,16-17=-1819/432,5-17=1926/426,5-18=-151/618, "I,9, �''4RY '\ 1 �,� 6-18=-162/612,1-10=281/35 BOT CHORD 10-19=-352/1435,9-19=-352/1435,9-20=-350/1688,8-20=-350/1688,8-21=552/188, PA U L — 7-21=-552/188,7-22=-552/188,6-22=-552/188 WEBS 2-9=-78/497,4-8=-251/165,5-8=354/1647,5-7=-1575/406,2-10=-1855/433 EXPIRES: 12/31/2016 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=42psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone;cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. pAUL lP r. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ' wrASithcV 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by2-0-0 wide will fit between the bottom chord and any other members. �� ; J,..► �� 7)A plate rating reduction of 20%has been applied for the green lumber members- 8)Refer to girder(s)for truss to truss connections. ,,��' 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)7=348, .I =. 10=285. 10)This truss has been designed for a movingconcentrated load of 250.0Ib live and 17.01b dead located at all mid panels and at all panel ,p � r points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. �, 51976 11)Girder carries hip end with 7-7-12 right side setback,5-7-12 left side setback,and 7-7-12 end setback. 0,4s` 12)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. �'S 0613)Graphical purlin representation does not depict the size or the orientation of the purtin along the top and/or bottom chord. ZONAL Continued on page 2 February 18,2016 t e IMMO A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473'm10103/2015 BEFORE USE. i" Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Milek" is always reclined for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/mit Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply EPR Design-Memory Care 1 K1741223 61600175 R01 California Girder 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:39:42 2016 Page 2 ID:PkD_XJGOgL_6gjCg1 SXZKzsw5O-vUMKKHkgsKTSTJvCPwRQSkMGAspi94ofA4RA_pzjuC? NOTES- 14)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)501 lb down and 146 lb up at 7-3-4,and 501 lb down and 146 lb up at 5-7-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. 15)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber increase=1.15,Plate Increase=1.15 Uniform Loads(pif) Vert:1-3=-64,3-4=-152,4-6=-64,9-10=-20,8-9=-48(F=-28),6-8=-20 Concentrated Loads(Ib) Vert:3=-501 4=-501 t 1 r.� ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE M/1-7473 rev.10/032015 BEFORE USE. 1111 Design valid for use only with Milek®connectors.This design is based only upon parameters shown,and is for on individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek. is always required for stability and to prevent collapse with possible personal injury and properly damage.for general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/1711 Quality Criteria,058-89 and BCS!Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741224 B1600175 R02 Common 2 1 J. Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 - 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:39:42 2016 Page 1 ID:PkD_XjGogL_6gjCg1SXZKzsw5O-vUMKKHkgsKTSTJvCPwRQSkMC?spF9CofA4RA_pzjuC? I 6-5-8 I 12-9-0 i 6-5-8 6-3-8 4x4= Scale=1:25.0 2 5.00 12 9 \10 8 ___.------ -'-,...,„,s,117 � 3X33x4 i �\� /-- II uT 12 5 13 6 4x8— 4 2x4 I I 2x4 I I 1 6-5-8 1 12-9-0 1 6-5-8 6-3-8 LOADING(psf) SPACING- 2-0-0 CSI. I DEFL. in (lac) 1/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.80 Vert(LL) -0.17 5-6 >868 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.62 Vert(TL) -0.27 5-6 >555 180 TCDL 7.0 Rep Stress Incr YES WB 0.22 Horz(TL) -0.00 4 n/a n/a BCLL 0.0* Code IBC2012/TP12007 (Matrix) Weight:60 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-6-8 oc purlins, except BOT CHORD 2x4 OF No.t&Btr G end verticals. WEBS 2x4 OF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bra .. MiTek recommends that Stabilizer •. >.1.rc R1,..� . be installed during truss erectio I • - J. 'T' Installation guide. eco\ ��tJG Nk- /0 REACTIONS. (lb/size) 6=523/Mechanical,4=523/0-3-8 C? ' '9 2 MaxHorz6=53(LC12) c.- 89782PE 9l Max Uplift6=-113(LC 12),4=112(LC 13) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-7=-585/198,7-8=-523/199,8-9=-519/199,2-9=-505/207,2-10=-509/208, 10-11=-523/200,3-11=-583/200,1-6=-474/235,3-4=-476/236 - pREGDN *40 WEBS 2-5=0/283,1-5=-115/488,3-5=116/489 /jj Q !� NOTES- CRY A6 �� NI 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS PA Ul. R (envelope)gable end zone and C-C Exterior(2)0-1-13 to 3-1-13,Interior(1)3-1-13 to 3-5-8,Exterior(2)3-5-8 to 6-5-8 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 EXPIRES: 12/31/2016 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)6=113, 4=112. ell41111i. 9)This truss has been designed for a moving concentrated load of 250.01b live and 17.0lb dead located at all mid panels and at all panel01.r�points along the Top Chord and Bottom Chord,nonconcurrent with any other live toads. 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. r /�, r0� 51976r -e-4,soloNAL EAG February 18,2016 . ®WARNING-VerVerify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MB-7473 rev.10103/2BEFORE USE. s015 , Design void for use only with Mil connectors.This design is based only upon parameters shown,and is for an individual budding component,not iT a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP11 Quality Crlterio,058.89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.fee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 C Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741225 61600175 S01 GABLE 1 1 I Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:39:43 2016 Page 1 ID:PkD_XJGOgL_6gjCgl SXZKzsw5O-NgwiYctSddbl5TUPzeyf?yuMhG5LudooPkBjW FzjuC_ 1 -2-0-0 I 6-6-0 I 14-6-0 I 2-0-0 6-6-0 8-0-0 � ' Scale=1:37.7 r za 5.00 tz z�„ 22 rJ/ „,..---- -- 3x4 3 • 21 \ Y 3x4% 20iii12y \\I —_— .4 --.__ \� ?moi -� 0 j c-____.- % 25 6 26 7 5 4x4— 3x4= 6-6-0 I 14-6-0 I 6-6-0 8-0-0 Plate Offsets(X.Y)— [5:0-1-12,0-1-81,112:0-1-15,0-1-01,[15:0-1-15,0-1-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL- in (ioc) 1/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1-15 TC 0.87 Vert(LL) -0.32 5-6 >535 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.89 Vert(TL) -0.56 5-6 >305 180 TCDL 7.0 Rep Stress Incr YES WB 0.36 Horz(TL) 0.01 5 n/a n/a BCLL 0.0* Code IBC2012/TP12007 (Matrix) Weight:102 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G end verticals. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 8-11-2. '.einip in p. OTHERS 2x4 DF Std G WEBS 1 Row at midpt 3-5 �� U r F,j'p MiTek recommends that Stab . �r. -••r-•. ,•.-- w• "'�C.z be installed during truss ere,err•• •dance with S-•ill Installation guide. fc 89782P S- REACTIONS. (lb/size) 5=586/Mechanical,7=744/0-5-8 Max Horz 7=300(LC 12) Max Uplifts=-242(LC 12),7=-169(LC 12) Max Gray 5=745(LC 19),7=785(LC 19) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. • �/�OREGON qty Q TOP CHORD 2-20=-929/90,20-21=-908/96,3-21=-789/108,4-5=-315/153,2-7=-740/246 BOTWEBSHORD 7-25=-308/98,6-25=-3081337, 8,6-26=-306/805,-2/81 5-26=-306/805 'injt4 pA U �14(' NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=42psf;BCDL=6.Opsf,h=25ft;Cat.II;Exp B;enclosed;MWFRS EXPIRES: 12/31/2016 (envelope)gable end zone and C-C Exterior(2)-2-0-0 to 1-0-0,Interior(1)1-0-0 to 11-4-3,Exterior(2)11-4-3 to 14-4-3 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 4)Unbalanced snow loads have been considered for this design. PAUL pr 5)This truss has been designed for greater of min roof live load of 19.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs v„ non-concurrent with other live loads. •' d 6)All plates are 2x4 MT20 unless otherwise indicated. 4 0 7 7)Gable studs spaced at 2-0-0 DC. Milt's O 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. � '' 9)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will / fit between the bottom chord and any other members. 10)A plate rating reduction of 20%has been applied for the green lumber members. ,q 'h �' 11)Refer to girder(s)for truss to truss connections. ,PQ ,�,,,5 1 976.E ,..,,,Er,- 12) W 12)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)5=242, tf, 'ISTER 7=1 13)This6truss has been designed for a moving concentrated load of 250.01b live and 17.0lb dead located at all mid panels and at all panel s`'1ONAL— points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 14) on P9 Fix heelshly 2 Member end fixity model was used in the analysis and design of this truss. February y 18,2016 I f ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 1411-7473 rev,10/03/2015 BEFORE USE. Design valid tar use only with MTek0/connectors.This design is based only upon parameters shown,and is for an individual building component,not , a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiT®k• is always required for stability and to prevent collapse with possible personal injury and properly damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPIU QuOMy Cdter{a,OSB-89 and SCSI Budding Component 250 Klug Circle Safety Information available horn Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 x Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741225 B1600175 501 GABLE 1 1 5.. Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:39:43 2016 Page 2 ID:PkD_X jG0gL_6gjCg 1 SXZKzsw5O-NgwiYcl5ddb15TUPzeyf?yuMhGSLudooPkBjW FzjuC_ • • 0 l ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mlek®connectors.this design is based only upon parameters shown,and is far on individual building component,not .. a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/fi11 QuaBly Cr feria,DSB-89 and SCSI Bonding Component 250 Klug Circle Safety Information available horn Truss Plate Institute,21811.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 , Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741226 81600175 SO2 Monopitch 10 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:39:44 2016 Page 1 ID:PkD_XjGOgL_6gjCg1 SXZKzsw5O-rsU51ym4Oxj9jd3bXLTvY9RZugSldwbydOwH 1 hzjuBz 1 -2-0-0 7-3-0 I 14.6-0 I 2-0-0 7-3-0 7-3-0 Scale=1:41.1 4 2.- M, r 12 1� 5.00 12 3x4% 10 3 3x418 / \''''''''''''''''< 2 11 Y IM ►� 13 14 7 6 5 2x4 I I 4x4= 3x4= I 7-3-0 14-6-0 I 7-3-0 7-3-0 Plate Offsets(X,Y)— [5:0-1-12,0-1-8] _ LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (toc) 1/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.71 Vert(LL) -0.25 5-6 >693 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.78 Vert(TL) -0.39 5-6 >433 180 TCDL 7.0 Rep Stress lncr YES WB 0.96 Horz(TL) 0.01 5 n/a n/a BCLL 0.0 * Code IBC2012/TP12007 (Matrix) Weight:80 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-8-12 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G end verticals. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0•- . •eKtg)A MiTek recommends that Stabili - a : •v , Alai:. be installed during truss erect'.n,p� .•7; r r.4'iRI.1.+ -0 Installation guide. �c7� REACTIONS. (lb/size) 5=586/Mechanical,7=744/0-5-8 89782 P E Max Horz 7=300(LC 12) Max Uplift5=-242(LC 12),7=169(LC 12) Max Gray 5=745(LC 19),7=785(LC 19) FORCES. (lb)-Max.Comp/Max.Ten.-All forces 250(lb)or less except when shown. OREGON *10 TOP CHORD 2-8=-879/69,8-9=-808/76,3-9=-722/89,4-5=-306/139,2-7=-730/252 2 c3 �- BOT CHORD 7-13=-308/98,6-13=-308/98,6-14=-279/746,5-14=-279/746 WEBS 3-6=0/376,3-5=851/319,2-6=0/752 'Yhj �qRY �Q NOTES- 1) � pA u t �, Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-2-0-0 to 1-0-0,Interior(1)1-0-0 to 11-4-3,Exterior(2)11-4-3 to 14-4-3 zone;cantilever EXPI RES: 12/31/2016 left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 19.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. p.A.0 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will V(c' fit between the bottom chord and any other members. '• Od WA S 7)A plate rating reduction of 20%has been applied for the green lumber members. '� *C, 8)Refer to girder(s)for truss to truss connections. / 7.:2,!P. O 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)5=242, ti4. �``y' '" 7=169. • . •. 10)This truss has been designed for a moving concentrated load of 250.01b live and 17.01b dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. ,,d `- r 11)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. '1` ,p 51976 W� d+ , 4'oIST e .cc's' ,s,c, 4,, — February 18,2016 1 I ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10103/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not 11111, a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' ®k" is always required for stability arid to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/T911 Quality Cs -iu,DSS-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.lee Street,Suite 312,Alexondrio,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741227 B1600175 SJC01 JACK-OPEN 2 1 ,.. Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:39:44 2016 Page 1 I D:PkD_X jGOgL_6gjCg 1 SXZKzsw5O-rs U5Iym4Oxj9jd3bXLTvY9Rgggbpd9fydOwH 1 hzjuBz 1-10-15 I 1-10-15 Scale=1:8.7 2 5.00 12 \<(' � P�oFFs ��5 �tyG{N Fc /p 1 , 89782 P E 29f 1,0 O 9,L REGON � Q 3xs = 8 3 'S'R CORY O '22 tiQ 3x8 II PROVIDE ANCHORAGE,DESIGNED BY SpA UL -0<(/ OTHERS,AT BEARINGS TO RESIST MAX. UPLIFT AND MAX HORZ.REACTIONS SPECIFIED BELOW. EXPIRES: 12/31/2016 1-10-15 I 1-10-15 Plate Offsets()Oil— 11:0-1-0.0-0-21[1:0-0-9.1-0-2] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (hoc) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.27 Vert(LL) 0.00 6 WI: 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.23 Vert(TL) -0.00 6 n/r 180 TCDL 7.0 Rep Stress Incr NO WB 0.00 Horz(TL) 0.00 n/a n/a BCLL 0.0* Code IBC2012/TPI2007 (Matrix-M) Wind(LL) 0.00 6 n/r 120 Weight:7 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 1-10-15 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 DF No.1&Btr-G be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=-0/Mechanical,3=160/Mechanical Max Horz 2=647(LC 32),3=-647(LC 32) Max Uptift3=-63(LC 8) Max Gray 3=332(LC 25) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-7=-109/432,1-2=-183/597 • BOT CHORD 1-8=-389/103,1-3=-647/250 NOTES- 1)Wind:ASCE 7-10;Vult=l40mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3. 9)This truss has been designed for a moving concentrated load of 250.01b live and 17.Oib dead located at all mid panels and at all panel f VIAS points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. r� 10)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. / • t. p ooGFSTER� ' S ZONAL February 18,2016 t t ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MM-7473 rev.10/0312015 BEFORE USE. Design vard for use only with Mileks connectors.This design is based only upon parameters shown,and is for an individual building component,not 11111 ,. a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and properly damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TNn Quofty Criteria,DSB•89 and BCSI Building Component 250 Klug Circle Safety information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 R Job Truss Truss Type Qty Ply EPR Design-Memory Care t K1741228 B1600175 SJCO2 Jack-Open 2 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:39:45 2016 Page 1 ID:PkD_XJGOgL_6gjCg1 SXZKzsw5O-J32Tzlni9FrOKndn53_84N_gm4tuMbh5s2ggZ8zjuBy I 3-10-15 I 3-10-15 Scale=1:13.0 3 5.00 Ti- 8 1 2x4 II 7 z '<c: ''0 PROFFu.0 89782PE r' 4 / \ , ; 2i 9,LtOREGONZp�`" 2x4— 9 10 4 T/2 AIRY 1�s �j� '°AUL ¢1 2x4 ii 5 EXPIRES: 12/31/2016 I 2-0-0 2-2-12 3-10-15 I 2-0-0 2-12 1-8-3 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (hoc) 1/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.38 Vert(LL) 0.01 4-5 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.43 Vert(TL) 0.01 4-5 >999 180 TCDL 7-0 Rep Stress Incr YES WB 0.08 Horz(TL) -0.09 3 n/a n/a BCLL 0.0' Code IBC2012/TPI2007 (Matrix) Weight:12 lb FT=10% BCDL 10,0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-10-15 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. -WEBS 2x4 DF Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=-17/Mechanical,4=-44/Mechanical,5=384/0-5-8 Max Horz 5=73(LC 12) Max Uplift3=-188(LC 27),4=-204(LC 27),5=-108(LC 8) Max Gray 3=254(LC 29),4=255(LC 33),5=790(LC 27) FORCES. (Ib)-Max-Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-5=-389/247 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL.ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)3=188, 4=204,5=108. PAUL „` 9)This truss has been designed for a moving concentrated load of 250.OIb live and 17.Olb dead located at all mid panels and at all panel • points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. ' 0*WASP>, 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. ,,•-....6'.?, / Or:Or: , . et) °C 51976,7:64't �k) 'GIS'I'SR . ' s'SZ�NAL��� February 18,2016 t 1 mit A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MN-7473 rev.10/0312015 BEFORE USE. Designvalid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual buiding component,riot a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing MeV' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the �r fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Balding Component 250 King Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741229 B1600175 SJC03 Jack-Open 2 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc_Thu Feb 18 12:39:45 2016 Page 1 ID:PkD_XJGOgL_6gjCg1 SXZKzsw5OJ32Tzlni9FrOKndn53_84N_gm4tuMbV5s2ggZ8zjuBy 5-10-15 5-10-15 Scale=1:18.2 3 P t co' `G NE. J� e 5.00 12 A t. ,„14.1 89782PE 9r' 7 e 2x4 9REGONV2 e �9 2(7gRy 1-A UL EXPIRES: 12/31/2016 2x4 = 9 10 4 5 2x4 I I 2-0-0 2t2-12 5-10-15 — 2-0-0 0-2-1 3-8-3 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) 1/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.38 Vert(LL) 0.04 4-5 >993 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.43 Vert(TL) 0.05 4-5 >897 180 TCDL 7.0 Rep Stress lncr YES WB 0.09 Horz(TL) -0.13 3 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 (Matrix) Weight:18 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-10-15 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide_ REACTIONS. (lb/size) 3=80/Mechanical,4=14/Mechanical,5=397/0-5-8 Max Horz 5=111(LC 12) Max Uplift3=-73(LC 12),4=-62(LC 27),5=-91(LC 8) Max Gray 3=282(LC 29),4=290(LC 33),5=592(LC 27) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-5=-335/285 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf,h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)"This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide wilt fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,4,5. 9)This truss has been designed for a moving concentrated load of 250.01b live and 17.0lb dead located at all mid panels and at all panel pAUL points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. ��c V 44 '` - r • r0 4, 51976 o �0rsTBW•cF `40NALE•- February 18,2016 w AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 tee.10/03/2015 BEFORE USE. Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and is for an individual budding component,not a truss system.Before use,the budding designer must verity the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPIt Quality Criteria,058-59 and BCSI Building Component 250 Klug Circle Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741230 B1600175 SJDO1 JACK-OPEN 4 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc.Thu Feb 18 12:39:46 2016 Page 1 ID:PkD_X_IGOgL_6gjCg1 SXZKzsw5O-nFcrAenKwYztyxC_emV NdaW 1 gUGd538E5iPO6azjuBx I 1-10-15 1-10-15 Scale=1:8.7 2 5.00 12 pi r! / 89782PE r All o y4/6, � 43 OREGON �h• 3x6 = 8 3 "y9 �'9RY 16 2,(e" 3x8 II PA U L Rte OPTHHERS, AT BEAOVIDE ANCHORAGE, NGS TORESIST TBY T MAX. UPLIFT AND MAX HORZ.REACTIONS SPECIFIED BELOW. EXPIRES: 12/31/2016 I 1-10-15 I 1-10-15 Plate Offsets(X.Y1— j1:0-1-0.0-0-2j,[1:0-0-9,1-0-2j LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) 1/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.24 Vert(LL) 0.00 6 n/r 240 MT20 220/195 (Roof Snow 25A) Lumber DOL 1.15 BC 0.21 Vert(TL) -0.00 6 n/r 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a n/a BCLL 0.0` Code IBC2012/TP12007 BCDL 10.0 (Matrix-M) Wind(LL) 0.00 6 n/r 120 Weight 7 lb FT=10 LUMBER- BRACING- TOP CHORD 2x4 DF No.18Btr G TOP CHORD Structural wood sheathing directly applied or 1-10-15 oc purlins. BOT CHORD 2x4 DF No.18Btr G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 DF No.18Btr-G be installed during truss erection,in accordance with Stabilizer _Installation guide. REACTIONS. (lb/size) 2=-0/Mechanical,3=160/Mechanical Max Horz 2=647(LC 32),3=-647(LC 32) Max Uplift 3=-63(LC 8) Max Gray 3=332(LC 25) FORCES. (Ib)-Max.Comp./Max.Ten--All forces 250(lb)or less except when shown. TOP CHORD 1-7=109/432,1-2=-183/597 BOT CHORD 1-8=-389/103,1-3=-647/250 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp 8;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces a MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. YE1-UL o 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3. lop 9)This truss has been designed for a moving concentrated load of 250.0Ib live and 17.OIb dead located at all mid panels and at all panel of WA34/i points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. C� 10)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. F`{ ', O ( r It. 4, 51976 w ss'ONAL- February 18,2016 t ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev,10!032015 BEFORE USE. �,. Design valid for use only with MiTeke connectors.This design is based only upon parameters shown,and is for an individual building component,not �Q a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design.Bracing indicated is to prevent buckkrg of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and properly damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIJIPl1 Quality Criteria,058.89 and BCSI Building Component 250 Mug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741231 B1600175 SJDO2 Jack-Open 4 1 .....- Job Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 5 Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:39:46 2016 Page 1 ID:PkD_X_IGOgL_6gjCg1 SXZKzsw50-nFcrAenKwYztyxC_emV NdaW?WUD752wE5iP06azjuBx I 3-10-15 I 3-10-15 Scale=1:13.0 3/ 5.00 12 8 2x4 I 7 j j� 2 “p PR0F� 6 �� w�\��� ‘AG l N EF' �'jp'I� - / 89782PE 9T- T-- -- --- 1 ,•-i =-- A i .i 5,2 OREGON '�� Q o � zx4— 9 ♦ 10 4 17,9 �qRY A6,-.4 2x4 u 5 EXPIRES: 12/31/2016 I 2-0-02-12 3-10-15 I 2-0-0 10-2-12 1-8-3 LOADING(psf) SPACING- 2-0-0 CSL DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 038 Vert(LL) 0.01 4-5 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.43 Vert(TL) 0.01 4-5 >999 180 TCDL 7.0 Rep Stress Ina YES WB 0.08 Horz(TL) -0.09 3 n/a n/a BCLL 0.0 BCDL 10.0 " Code IBC2012/TPI2007 (Matrix) Weight 12 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-10-15 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 3=-17/Mechanical,4=-44/Mechanical,5=384/0-5-8 Max Horz 5=73(LC 12) Max Uplift3=-188(LC 27),4=-204(LC 27),5=-108(LC 8) Max Gray 3=254(LC 29),4=255(LC 33),5=790(LC 27) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-5=-389/247 NOTES- 1)Wind:ASCE 7-10;Vult=l40mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf,h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=ib)3=188, 4=204,5=108. 9)This truss has been designed for a moving concentrated load of 250.OIb live and 17.0lb dead located at all mid panels and at all panel • points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. ,Y 4v WAS 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. / ,11."�� ''6*PC:) O5N119L6 � kp ,t,2., O February 18,2016 e 1 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MNTEK REFERENCE PAGE M8-7473 rev-10/03/2015 BEFORE USE. Design valid tor use only with Mitek®connectors.This design is based only upon parameters shown,and is for an individual buiding component,not a truss system.Before use,the building designer must verify the applicability of design parameters arid properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiT®k` is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the ��r■ lubrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/lPlt Quality Criteria,DSB-89 and BCSI Budding Component 250 King Circle Safety Information available from Truss Plate Institute,218 N.tee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 or Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741232 B1600175 SJD03 Jack-Open 4 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc- Thu Feb 18 12:39:47 2016 Page 1 ID:PkD_XJGOgL_6gjCg1 SXZKzsw5O-FR9DO_ozhs5ka4nACUoc9o3AGtZZMgV_OKM9xerzjuBw I 5-10-15 I 5-10-15 Scale=1:18.2 t-((-iko PR°FAFs 3 �c\J }~�1NF•T ,�i�- 5.00 12 / ,. 89782P �1- i7 2x4 H / to -74'0 OREGON oN. Q ,2---------------------- '' ' `y,, '�RY A ,2 �,0,.‘"' 6 k !°AUL " 1 j j/ 1 H ) EXPIRES: 12/31/2016 2x I ` 2x4 = 9 10 4 /� 5 2x4 I 2-0-0 2r2-12 5-10-15 I 2-0-0 012-1 3-8-3 LOADING(psf) TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (lac) 1/deft L/d PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.38 Vert(LL) 0.04 4-5 >993 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.43 Vert(TL) 0.05 4-5 >897 180 BCLL 0.0* Rep Stress Incr YES WB 0.09 Horz(TL) -0.13 3 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix) Weight:18 lb Fr=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-10-15 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=80/Mechanical,4=14/Mechanical,5=397/0-5-8 Max Horz 5=111(LC 12) Max Uplift3=-73(LC 12),4=-62(LC 27),5=-91(LC 8) Max Gray 3=282(LC 29),4=290(LC 33),5=592(LC 27) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-5=-335/285 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=42psf;BCDL=6.Opsf;h=25ft;Cat II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(fiat roof snow);Category II;Ezp B;Fully Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,4,5. 9)This truss has been designed for a moving concentrated load of 250.0Ib live and 17.0lb dead located at all mid panels and at all panel U points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. pA L �� 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. .' Of WAS74, ��e�`r f f.y,� ' „i'o 4,,51976 w4 0ISTSR . ' s ZONAL VBG February 18,2016 t ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII.7473 rev.10/032015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for on individual building component,not 1R a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design.Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing ®li" �Y1 tl'T is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the Il fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPIl Quality Criteria,DSB-89 and SCSI Bonding Component 250 Klug Circle Safety Information available from Truss Plate Institute,21811.Lee Street,Suite 312•Alexandria,VA 22314. Corona,CA 92880 F Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741233 B1600175 SJHO1 JACK-OPEN 2 1 a Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:39:47 2016 Page 1 ID:PkD_XJGOgL_6gjCg1 SXZKzsw50-FR9DO_ozhs5ka4nACU0c9o3Catcsq W OOKM9xeozjuBw I 1-10-15 I 1-10-15 Scale=1:8.7 2 5.00 12 % 7 /_ c3 ',' ,,,, 4 89782PE 17- ' MIPAARI•1111111 ( 52tlORQ�� Q 356 = 8 3 11/5) EGONZQ 358 II PROVIDE ANCHORAGE,DESIGNED BY h ,,q PA U L�J��� OTHERS,AT BEARINGS TO RESIST MAX. UPLIFT AND MAX HORZ.REACTIONS SPECIFIED BELOW. EXPIRES: 12/31/2016 F 1-10-15 I 1-10-15 Plate Offsets(X.Y)- 11:0-1-0.0-0-2].11:0-0-9.1-0-21 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.24 Vert(LL) 0.00 6 n/r 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.21 Vert(TL) -0.00 6 n/r 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a n/a BCLL 0.0* Code IBC2012/TPI2007 (Matrix-M) Wind(LL) 0.00 6 n/r 120 Weight:7 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 1-10-15 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 DF No.1&Btr-G be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=-0/Mechanical,3=160/Mechanical Max Horz 2=647(LC 32),3=-647(LC 32) Max Uplift 3=-63(LC 8) Max Gray 3=332(LC 25) FORCES. (lb)-Max.Comp./Max.Ten--All forces 250(Ib)or less except when shown. TOP CHORD 1-7=-109/432,1-2=-183/597 BOT CHORD 1-8=-389/103,1-3=-647/250 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. pA.UL p ' 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3. v 9)This truss has been designed for a moving concentrated load of 250.Olb live and 17.0lb dead located at all mid panels and at all panel ' O points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. , w G� 10)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. ,. r r ;., .451976 6. w0- �y, GisTER ssIflNAL- February 18,2016 a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEN REFERENCE PAGE Mit-7473 rev.10/03/2015 BEFORE USE. mg Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the MiTek` fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/11.11 Quality Criteria,058-89 and SCSI Budding Component 250 Klug Circle Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 t Job Truss Truss Type Ory Ply EPR Design-Memory Care K1741234 ' 61600175 SJHO2 Jack-Open 2 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:39:48 2016 Page 1 ID:PkD_XJGOgL_6gjCg 1 SXZKzsw5O-jejbbKpbSADbB E MMm BYri?cLOHvbZyQXYOuUASzjuBv I 3-10-15 I 3-10-15 Scale=1:13.0 3 5.00 FF 8 2x4 I I 7 %� ----. �FQ`�D P R OFFS ,,cp oGI NE, 6) k/0 6 4. 89782PE "Y,..? f 1 • r �" s7 OREGON *• 2x4= 9 10 4 - • 'Pi, s-''4 R Y 1 ? ,fr Q�2" ♦ pAUL1 \ NA 2x4 115 EXPIRES: 12/31/2016 I 2-0-0 -2-12 3-10-15 2-0-0 2-12 1-8-3 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (toc) I/deft Ud PLATES GRIP TCLL 25-0 Plate Grip DOL 1.15 TC 0.38 Vert(LL) 0.01 4-5 >999 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.43 Vert(TL) 0.01 4-5 >999 180 TCDL 7.0 Rep Stress!nor YES WB 0.08 Horz(TL) -0.09 3 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 BCDL 10.0 (Matrix) Weight:12 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-10-15 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=-17/Mechanical,4=-44/Mechanical,5=384/0-5-8 Max Horz 5=73(LC 12) 1 Max Uplift3=-188(LC 27),4=-204(LC 27),5=-108(LC 8) Max Gray 3=254(LC 29),4=255(LC 33),5=790(LC 27) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-5=-389/247 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)3=188, 4=204,5=108. PAUL 9)This truss has been designed for a moving concentrated load of 250.0Ib live and 17.OIb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. SN:, 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. �w o \V0 h M:'lI r; s-40NALS February 18,2016 I I imit AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MB-T473 rev.10/0312015 BEFORE USE. Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and is for an individual butding component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,see ANSI/fint Quality Criteria,DSB-89 and BCSI Balding Component 250 King Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 4 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741235 61600175 SJHO3 Jack-Open 2 1 r Job Reference(optional) Pm-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:39:48 2016 Page 1 ID:PkD_XjG0gL_6gjCg1 SXZKzsw5O-jejbbKpbSADbBEMMmBYri?cLOHvbZyEXYOuUASzjuBv I 5-10-15 I 5-10-15 Scale=1:18.2 3 t P + co-S. p R Gress t ANG N EF,9 /02 s.00 12 �< ' ' 89782PE 9c' 7 8 2x4 II '2 2 3',�OREGON �N. 2 ..q.,- isi k PAUL TN 1 w ; mi-.1111:1 EXPIRES: 12/31/2016 2x4 = 9 10 4 5 2x4 II I 2-0-0 2r2-1? 5-10-15 2-0-0 012-1 3-8-3 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.38 Vert(LL) 0.04 4-5 >993 240 MT20 220/195 (Roof Snow=25.Q) Lumber DOL 1.15 BC 0.43 Vert(TL) 0.05 4-5 >897 180 TCDL 7.0 Rep Stress Ina YES WB 0.09 Horz(TL) -0.13 3 n/a n/a BCLL 0.0' Code IBC2012/TPI2007 (Matrix) Weight:18 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 OF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-10-15 oc purlins. BOT CHORD 2x4 OF No_1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=80/Mechanical,4=14/Mechanical,5=397/0-5-8 Max Horz 5=111(LC 12) Max Uplift3=-73(LC 12),4=-62(LC 27),5=-91(LC 8) Max Gray 3=282(LC 29),4=290(LC 33),5=592(LC 27) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-5=335/285 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category It;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will kt. fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members_ 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,4,5- 9)This truss has been designed for a moving concentrated load of 250.0Ib live and 17.0lb dead located at all mid panels and at all panel UL points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. TAv•,.. 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. of WAS, 7 F.sy Iiiil.,�CSO • "351976 tri °t , 'OIST le . Ss! ONAL„%�� February 18,2016 IN ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design void for use only with Mitek®connectors.This design is based only upon parameters shown,and is for an individual building component,not " a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design.Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing MeV' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the iv fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPtt Quality Criteria,058-89 and BCSI 8uIding Component 250 VOug Circle Safety Information available horn Truss Plate Institute,218 N.lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741236 ' B1600175 SJ101 JACK-OPEN 8 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:39:49 2016 Page 1 ID:PkD_XJGOgL_6gjCg1SXZKzsw50-CqH_oggDDTLSpOxZKv34FD8Y3hIKIPuhnge2ivzjuBu I 1-10-15 I 1-10-15 Scale=1:8.7 2 5.00 12 / 7 /.-\ \'‘�o P�oFFss C�� ti�GIN� 'S' /02 1 , e. � 89782PE v ' tho s ``� ,LC�REGON Q� � 3x6 = 8 3 9'7" A 3x8 II �QRY �� 0� PROVIDE ANCHORAGE,DESIGNED BY 7� �"A U` P- OTHERS,AT BEARINGS TO RESIST MAX. UPLIFT AND MAX HORZ.REACTIONS SPECIFIED BELOW. EXPIRES: 12/31/2016 I 1-10-15 I 1-10-15 Plate Offsets(X Y)— [1:0-1-0 0-0-21.11:0-0-9.1-0-2} LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Vdefl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.24 Vert(LL) 0.00 6 n/r 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.21 Vert(TL) -0.00 6 n/r 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a n/a BCLL 0.0' Code IBC2012/TPI2007 (Matrix-M) Wind(LL) 0.00 6 n/r 120 Weight:7 lb 'FT=10% BCDL 10.0 LUMBER- . BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 1-10-15 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 DF No.1&Btr-G be installed during truss erection,in accordance with Stabilizer Installationguide. REACTIONS. (lb/size) 2=-0/Mechanical,3=160/Mechanical Max Horz 2=647(LC 32),3=-647(LC 32) Max Uplift 3=-63(LC 8) Max Gray 3=332(LC 25) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-7=-109/432,1-2=-183/597 BOT CHORD 1-8=-389/103,1-3=-647/250 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. -M.UL 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3. At, 9)This truss has been designed for a moving concentrated load of 250.01b live and 17.0lb dead located at all mid panels and at all panel '• cl points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. i✓ WA-, P 10)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. O • .r - "° 51976 wt February 18,2016 mu_ AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE M&7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for on individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and buss systems,see ANSI/OPit Oua0ty Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Irrfonnatton available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 4 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741237 B1600175 SJI02 Jack-Open 8 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:39:49 2016 Page 1 ID:PkD_XJGOgL_6gjCg1SXZKzsw50-CqH_oggDDTLSpOxZKv34FD8WIhFglOghnge2ivzjuBu I 3-10-15 I 3-10-15 Scale=1:13.0 3 5.00 12 8� 2x4 II 7 %/ <RoQ P R QFFS �� NGINEFR `FiO2 6 cc 89782PE 1 9,y OREGON O� �. 2x4= 9 10 4 1 •1 R Y 1 PAUL 9' 2x4 II 5 EXPIRES: 12/31/2016 I— 2-0-0 -2-11 3-10-15 2-0-0 2-12 1-8-3 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (hoc) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.38 Vert(LL) 0.01 4-5 >999 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.43 Vert(TL) 0.01 4-5 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.08 Horz(TL) -0.09 3 n/a n/a BCLL 0.0 * Code IBC2012/CPI2007 (Matrix) Weight:12 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-10-15 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=-17/Mechanical,4=-44/Mechanical,5=384/0-5-8 Max Horz 5=73(LC 12) Max Uplift3=-188(LC 27),4=204(LC 27),5=-108(LC 8) Max Gray 3=254(LC 29),4=255(LC 33),5=790(LC 27) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-5=389/247 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp 8;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide wilt fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)3=188, 4=204,5=108. PAUL RI 9)This truss has been designed for a moving concentrated load of 250.0Ib live and 17.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. O'WAS,F 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. �{ irt it, • • �10 p 51976 44' 0� �ISISR ssIONAL February 18,2016 t f WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-74T3 rev.10/032015 BEFORE USE. " Design void for use only with Mitek®connectors-This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design.Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPit Qualify Criteria,DSS-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 0. Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741238 B1600175 SJI03 Jack-Open 8 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:3950 2016 Page 1 ID:PkD_XJGOgL_6gjCg1 SXZKzsw5O-gorMOOgr_nTJRYWItcaJnQhhV5b3lrkgOKNbFLzjuBt I 5-10-15 i 5-10-15 Scale=1:18.2 3 r P 1 r_-, NGI SFR`riU SOD 5-2- .4./ 2 ,i 2 cts 89782PE tet' 7,______- „....----- 2x4 2x4 I I cO YOREGON o4;” 2 _ ��� ir '°AUL Pt 1 �------ EXPIRES: 12/31/216 k 2x4 = 9 /\/ 10 4 5 2x4 II 2-0-0 -1 r I 2-0-0 0-_-1 ° LOADING(psf) SPACING- 2-0-0 CSL DEFL. in (toc) 1/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1-15 TC 0.38 Vert(LL) 0.04 4-5 >993 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.43 Vert(TL) 0.05 4-5 >897 180 TCDL 7.0 Rep Stress Inez YES WB 0.09 Horz(TL) -0.13 3 n/a n/a BCLL 0.0* Code IBC2012/TPI2007 (Matrix) Weight:18 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-10-15 oc purlins. BOT CHORD 2x4 DF No-1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Std G •MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide_ REACTIONS. (lb/size) 3=80/Mechanical,4=14/Mechanical,5=397/0-5-8 Max Horz 5=111(LC 12) Max Uplift3=-73(LC 12),4=-62(LC 27),5=-91(LC 8) Max Gray 3=282(LC 29),4=290(LC 33),5=592(LC 27) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-5=-335/285 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,4,5. 9)This truss has been designed for a moving concentrated load of 250.0Ib live and 17.01b dead located at all mid panels and at all panel pAUj points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. ` 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. ' 4 O WAS,V.-'' "dna 4, 51976 ; .� 0rs't Y s`yZ0NALta � February 18,2016 t IMMIII" ®WARNING-Verify design parameters and READ NOTES ON TMS AND INCLUDED MITEK REFERENCE PAGE M11-7473 fee.10/032015 BEFORE USE. , Design valid for use only with MTeka connectors.This design is based only upon parameters shown,and is for an individual building component,not o truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mire k° is always required for stability and to prevent collapse with possible personal injury and property domage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.see ANSI/TPU Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available horn Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Corona,CA 92880 A Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741239 B1600175 SJKO1 JACK-OPEN 4 1 ,. Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:39:50 2016 Page 1 ID:PkD_XJGOgL_6gjCg1 SXZKzsw50-gOrMOOgr_nTJRYWItcaJnQhjp5eZ1s8gOKNbFLzjuBt 1-10-15 _ _l 1-10-15 Scale=1:8.7 2 5.00 1-1-2- 7 \<C"ri 127 \<C"ri p PR prFss ��`� 0NGiNEF� /e2 =1.1 III1111,1 89782PE te) 3x6 = 6 3 -9OREGON O� ggx�gg 2 PROVIDE ANCHORAGE,DESIGNED BY 19,-9+4/OREGON �� �,� RESIST UPLIFT AND MAX HOTHERS,AT BEARIORZ._ NGS II (Z5> AX 7 pa UL �J SPECIFIED BELOW. EXPIRES: 12/31/2016 1-10-15 l 1-10-15 Plate Offsets(X.Y)— [1:0-1-0,0-0-2],[1:0-0-9,1-0-2] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.24 Vert(LL) 0.00 6 n/r 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.21 Vert(TL) -0.00 6 n/r 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0-00 Na n/a BCLL 0.0" Code IBC2012/TPI2007 BCDL 10.0 (Matrix-M) Wind(LL) 0_00 6 n/r 120 Weight:7 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No_1&Btr G TOP CHORD Structural wood sheathing directly applied or 1-10-15 oc purlins_ BOTCHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 DF No.t&Btr-G be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=-0/Mechanical,3=160/Mechanical Max Horz 2=647(LC 32),3=-647(LC 32) Max Uplift3=-63(LC 8) Max Gray 3=332(LC 25) FORCES. (Ib)-Max-Comp./Max.Ten.-Alt forces 250(Ib)or less except when shown. TOP CHORD 1-7=-109/432,1-2=-183/597 BOT CHORD 1-8=389/103,1-3=-647/250 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3. 9)This truss has been designed for a moving concentrated load of 250.0Ib live and 17.0Ib dead located at all mid panels and at all panel v WAStr,, points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. • Q G' 10)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. • r 51976 , w� sIONALS14 February 18,2016 IMMO WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE 8111-7473 lee.10,032015 BEFORE USE. Design valid for use only with MTek®connectors.This design is based only upon parameters shown,and is for an individual budding component,rot .. a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall `x building design.Bracing indicated is to prevent backlog of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and properly damage.For general guidance regarding the fabrication,storage,dedvery,erection and bracing of trusses and truss systems.see ANSI/TVn Qum,Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Informalian available from Truss Plate Institute,218 Fl.Lee Street,Suite 312,Alexandria,VA 22314. - Corona,CA 92880 6 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741240 B1600175 SJ101 JACK-OPEN 4 1 Job Reference o.tional Pro-Build Beaverton Truss, Beaverton,OR 97005 7640 s Sep 29 2015 MiTek Industries,Inc.Thu Feb 18 12:39:51 2016 Page 1 ID:PkD_X jG0gL_6gjCg1 SXZKzsw50-8CPkDMrT15bA2i5xRJ5YKeEtZV_omJO_E_79nnzjuBs 1-10-15 1-10-15 Scale=1:8.7 2 tl` l� 5.00 12 yf P7 Co \AG ' � 'Q sem©2 89782PE 9r i 1 ��QREGON2o,••• 3x6 = 8 3 "IRY15 l�,Q' 3xsit ' A U L .\ PROVIDE ANCHORAGE,DESIGNED BY OTHERS,AT BEARINGS TO RESIST MAX. UPLIFT AND MAX HORZ.REACTIONS EXPIRES: 12/31/2016 SPECIFIED BELOW. 1-10-15 1-10-15 Plate Offsets(X,Y)- [1:0-1-0.0-0-21,[1:0-0-9.1-0-21 LOADING(pst) SPACING- 2-0-0 CSI. DEFL. in (lac) I/deft lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.24 Vert(LL) 0.00 6 n/r 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.21 Vert(TL) -0.00 6 n/r 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a n/a BCLL 0.0* Code IBC2012/TPI2007 (Matrix-M) Wind(LL) 0.00 6 n/r 120 Weight:7 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 1-10-15 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 DF No.1&Btr-G be installed during truss erection,in accordance with Stabilizer Installation guide_ REACTIONS. (lb/size) 2=-0/Mechanical,3=160/Mechanical Max Horz 2=647(LC 32),3=-647(LC 32) Max Uplift 3=-63(LC 8) Max Gray 3=332(LC 25) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-7=-109/432,1-2=-183/597 BOT CHORD 1-8=-389/103,1-3=-647/250 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0pst;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category It;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide wilt fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. yAUL 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3. 9)This truss has been designed for a moving concentrated load of 250.01b live and 17.OIb dead located at all mid panels and at all panel ". of w points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 10)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. , _ • rd „.? -;;".79r76 �t % 4'OISTB . ' `40NALG February 18,2016 IMMO AWARNING-Verify design Parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE Mil-7473 rev.10/03/2015 BEFORE USE. Design vakd for use only with MifTeke connectors.The design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M iT®kg is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,D3B-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 4 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741241 61600175 SJLO2 Jack-Open 2 1 ,-, Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 S Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:39:51 2016 Page 1 ID:PkD_XJGOgL_6gjCg1 SXZKzsw5O-8CPkDMrT15bA2f5xRJ5YKeErFVximIA__E_79nnzjuBs I 3-10-15 3-10-15 Scale=1:13.0 3 5.00 12 8 ______.-1...„A----------3 2x4 II 7 .---- 2 „,....----. 2 % / ��F'�p PROF-4-ss % cc 89782PE 9r _ 1 / , , 92 OREGON ° '''.h 2x4— 9 10 4'NI1,9ti Pa U 1— �,4Ry A6, �� 2x4 115 EXPIRES: 12/31/2016 I 2-0-0 -2-1; 3-10-15 2-0-0 2-12 1-8-3 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (toc) I/defl Ud PLATES GRIP TCLL 25-0 Plate Grip DOL 1.15 TC 0.38 Vert(LL) 0.01 4-5 >999 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.43 Vert(TL) 0.01 4-5 >999 180 TCDL 7-0 Rep Stress Incr YES WB 0.08 Horz(TL) -0.09 3 n/a n/a BCLL 0.0* Code IBC2012/TPI2007 (Matrix) Weight:12 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-10-15 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 1 WEBS 2x4 DF Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=-17/Mechanical,4=-44/Mechanical,5=384/0-5-8 Max Horz 5=73(LC 12) Max Uplift3=-188(LC 27),4=204(LC 27),5=-108(LC 8) Max Gray 3=254(LC 29),4=255(LC 33),5=790(LC 27) FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-5=-389/247 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)3=188, 4=204,5=108. PAUL Aft, 9)This truss has been designed for a moving concentrated load of 250.0lb live and 17.0Ib dead located at all mid panels and at all panel "r i�� points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. ' ,lig\s/AS 1;9 10)"Fix heels only”Member end fixity model was used in the analysis and design of this truss. i r '—.. Q • ,,,r.,,,„ ,... , 7,�r ��p ��ESTE 4.,�s'� ss-oNAL„ACP' February 18,2016 t AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MN-7473 rev.10/03/2015 BEFORE USE. Design vard for use only with MiTek®connectors.This design s based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overat building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M trek` is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the „n fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DS11-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. - Corona,CA 92880 Job Truss Truss Type Qty Ply EPR Design-Memory Care 4 K1741242 91600175 SJLO3 Jack-Open 2 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc- Thu Feb 18 12:39:52 2016 Page 1 ID:PkD_XJG0gL_6gjCg1 SXZKzsw5O-cPz6Rhs5WOjl gsg7?t cnsrm0?uGXVIE7TesiJEzjuBr I 5-10-15 I 5-10-15 Scale=1:18.2 3 t .no P R�FFi� s .< �\ttJ- !L. GN '�R3 5.00112 ,.----- ',../ 7G! `r 89782PE 1-- 7 2x4 / 00 2 /% 92 OREGON 5NQ j PAULr' 1 _,------ EXPIRES: EXPIRES: 12/31/2016 2x4 = 9 10 4 j 5 2x4 II I 2-0-0 2r2-1? 5-10-15 2-0-0 0-2-1 3-8-3 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) l/defl Ltd PLATES GRIP TCLL 25-0 Plate Grip DOL 1.15 TC 0.38 Vert(LL) 0.04 4-5 >993 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.43 Vert(TL) 0.05 4-5 >897 180 TCDL 7.0 Rep Stress Incr YES WB 0.09 Horz(TL) -0.13 3 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 (Matrix) Weight:18 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 OF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-10-15 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 OF Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=80/Mechanical,4=14/Mechanical,5=397/0-5-8 Max Horz 5=111(LC 12) Max Uplift3=-73(LC 12),4=-62(LC 27),5=-91(LC 8) Max Gray 3=282(LC 29),4=290(LC 33),5=592(LC 27) FORCES. (Ib)-Max.Comp./Max.Ten--All forces 250(Ib)or Less except when shown. WEBS 2-5=335/285 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1-60 , 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,4,5- 9)This truss has been designed for a moving concentrated load of 250.OIb live and 17.0lb dead located at all mid panels and at all paneljj points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads- �A 4 VAN 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. �p'WASf11, 4, S W fl ,,,,) 3 tISTEC'9 'k �'" ONAL EAG February 18,2016 A i WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEr(REFERENCE PAGE M11-7473 rev.10N312015 BEFORE USE. valid for use only with MTeks connectors.This design is based only upon parameters shown,and is for on individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overaN building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the ,v, R fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP11 Quality Criteria,D38-89 and SCSI BuBding Component 250 King Circle Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Corona,CA 92880 • Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741243 81600175 SJL04 Jack-Open 2 1 ,. Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:39:52 2016 Page 1 1D:PkD_XjGOgL_6gjCg1 SXZKzsw5O-cPz6Rhs5WOj1 gsg7?lcnsrm3muK3Vme7TesiJEzjuBr 1-10-15 I 1-10-15 5.00 12 Scale=1:13.2 2 5 2x4 II ' j -,- P R OfiFss ��� ; GINE --i4 /02 :::- al" CC 89782PE �r • 16111111111 io 9 OREGON oK, 1111 ...4111111 6 Al 115)1.- 'AUL ���Q 444 9 4 3 2x4 H EXPIRES: 12/31/2016 I 1-10-15 I 1-10.15 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 25-0 Plate Grip DOL 1.15 TC 0.14 Vert(LL) -0.00 3-4 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.14 Vert(TL) -0.01 3-4 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 2 n/a n/a BCLL 0.0* Code IBC20121TP12007 (Matrix) Weight:7 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 1-10-15 oc purlins, BOT CHORD 2x4 DF No.1&Btr G except end verticals. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=74/0-5-8,2=53/Mechanical,3=20/Mechanical Max Horz 4=33(LC 12) Max Uplift2=-44(LC 12),3=-2(LC 12) Max Gray 4=297(LC 25),2=280(LC 27),3=284(LC 30) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-4=279/33 . NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=42psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,3. PAUL RI 9)This truss has been designed for a moving concentrated load of 250.0Ib live and 17.0lb dead located at all mid panels and at all panel v� points along the Top Chord and Bottom Chord,nonconcurrent with any other live toads. • oV 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. / wAsr c 7 _ � r3Q • A 51976v o OrsTV. er s`TONAL V� February 18,2016 t a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/032815 BEFORE USE. Design valid for use only with Mifeke connectors.This design is bused only upon parameters shown,and is for on individual building component,not , a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiT®k' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the T fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/r711 Quality Criteria,MB-Mond BCSI Building Component 250 Klug Circle Safety Information available horn Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. - Corona,CA 92880 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741244 91600175 SJLO5 Jack-Open 2 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:39:53 2016 Page 1 I D:PkD_XJGogL_6gjCg t SXZKzsw5O-4bX Ue 1 tjH irulOF KZk7OP3JBQidw EDtGilcFrgzjuBq 3-10-15 3-10-15 Scale=1:17.4 2 5.00 12 t 5 fc.,\� PR OFFss 3x4 / CAN .44 NG 89782PE �f 7 OREGON '�� C'xlRY Q. 7 3PAUL r1 4 354 I I EXPIRES: 12/31/2016 3-10-15 I 3-10-15 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (toc) 1/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.34 Vert(LL) -0.04 3-4 >999 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.36 Vert(TL) -0.06 3-4 >734 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.03 2 n/0- n/a BCLL 0.0* Code IBC2012/TPI2007 (Matrix) Weight:12 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-10-15 oc purlins, BOT CHORD 2x4 DF No.1&Btr G except end verticals. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=155/Mechanical,2=111/Mechanical,3=44/Mechanical Max Horz 4=69(LC 12) Max Uplift4=-13(LC 12),2=-81(LC 12) Max Grav4=330(LC 25),2=294(LC 27),3=303(LC 30) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-4=-292/88 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=42psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category Il;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections_ 8)Refer to girder(s)for truss to truss connections. pAUL Rt 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,2- 10)This truss has been designed for a moving concentrated load of 250.01b live and 17.0lb dead located at all mid panels and at all panel 4,ov WASft ' points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. C 11)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. ' a • • .r • t>� 44- ,0,51976„0 �ISTE� .e' sS�dNaLE�G February 18,2016 A � ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-74T3 rev.10/03/2015 BEFORE USE. mit Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design.Bracingindicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing Nib IC is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/f911 Quality Criteria,058-89 and SCSI Building Component 250 Klug Circle Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 • Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741245 B1600175 SJMO1 JACK-OPEN 4 1 e Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc-Thu Feb 18 12:39:53 2016 Page 1 ID:PkD_XjGOgL_6gjCg1 SXZKzsw5O-4bXUeltjHirulOFKZk7OP3JD3IfGEDtGilcFrgzjuBq 1-10-15 1-10-15 Scale=1:8.7 2 5.00 12 �/ Sc,�''�p PROF , F t p ,�K� "NGINSF� �'/o ,' 8 897822E -7 _/I Mil1 3x6= 8 to 3 94/OREGON OK. 3x8 II 17/9, £ Jy 15 2&4 • PROVIDE ANCHORAGE,DESIGNED BY ir PA UL �t� OTHERS,AT BEARINGS TO RESIST MAX. UPLIFT AND MAX HORZ.REACTIONS SPECIFIED BELOW. EXPIRES: 12!31!2016 I 1-10-15 I 1-10-15 Plate Offsets(X Y)— 11:0-1-0 0-0-21.11:0-0-9.1-0-21 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (toc) 1/defl Ud PLATES GRIP TCLL 25-0 Plate Grip DOL 1.15 TC 0.24 Vert(LL) 0.00 6 n/r 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.21 Vert(TL) -0.00 6 n/r 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a n/a BCLL 0.0 Code IBC2012/TP12007 (Matrix-M) Wind(LL) 0.00 6 n/r 120 Weight:7 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 1-10-15 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 DF No.1&Btr-G be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=-0/Mechanical,3=160/Mechanical Max Horz 2=647(LC 32),3=-647(LC 32) Max Uplift 3=-63(LC 8) Max Gray 3=332(LC 25) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-7=-109/432,1-2=-183/597 BOT CHORD 1-8=389/103,1-3=-647/250 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat-II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.,Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3. r 9)This truss has been designed for a moving concentrated load of 250.01b live and 17.0lb dead located at all mid panels and at all panel • if WAS points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 7. 10)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. er,7 rctitO 51976 <y� ��, oFS7TsR S0> Vci4,6 -40NAL- February 18,2016 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and is for on individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design into the overall MiTek` A IM;�' ,I building design.Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing Tek` is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of busses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information avoiloble from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply EPR Design-Memory Care N,. K1741246 91600175 SJMO2 Jack-Open 4 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:39:54 2016 Page 1 ID:PkD_XJGogL_6gjCg1 SXZKzsw5O-Yn5ssNuM20zlv9gW6SfFyGsMViy?zfvQxyLpO6zjuBp 3-10-15 I 3-10-15 Scale=1:13.0 3 <(5,0 PROFFs 5.0(012 j ��\C° 0AGINEk-,9 0/029 2x4 I i� 2 ----- / `Z" 89782PE r"- _, --- -- 7 6 11111111 / ----. - OREGON o'�t`' EPal1-A UL r` r 2s4= 9 10 4 EXPIRES: 12/31/2016 44 2x4 I I 5 I 2-0-0 2-121 3-10-15 I 2-0-0 0-2-12 1-8-3 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ltd PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.38 Vert(LL) 0.01 4-5 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.43 Vert(TL) 0.01 4-5 >999 180 TCDL 7.0 Rep Stress Ina YES WB 0.08 Horz(TL) -0.09 3 n/a n/a BCLL 0.0 * Code IBC20121TPI2007 (Matrix) Weight:12 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-10-15 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer _Installation guide. REACTIONS. (lb/size) 3=-17/Mechanical,4=-44/Mechanical,5=384/0-5-8 Max Horz 5=73(LC 12) Max Uplift 3=-188(LC 27),4=-204(LC 27),5=-108(LC 8) Max Gray 3=254(LC 29),4=255(LC 33),5=790(LC 27) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-5=-389/247 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow toads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=Ib)3=188, 4=204,5=108. PAUL p 9)This truss has been designed for a moving concentrated load of 250AIb live and 17.0lb dead located at all mid panels and at all panel r'� points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. `. oo WAS1r,, 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. , i j�'`�"vp,, r " ,p 51976 4,. �r , FoiSTER .e S 1ONAI �' February 18,2016 t • A,WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-74T3 rev.10)03/2015 BEFORE USE. Design valid for use only with MitekiS connectors.This design is based only upon parameters shown,and is for an individual budding component,not El .. a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and buss systems,see ANSI/1911 Qualify Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available horn Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 • Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741247 61600175 SJN01 JACK-OPEN 8 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:39:54 2016 Page 1 ID:PkD_XJGOgL_6gjCg t SXZKzsw5O-Yn5ssNuM20zIv9gW6SfFyGsOpi?Vzg7QxyLp06zjuBp I 1-10-15 1-10-15 i Scale=1:8.7 2 / 5.00 12 / / 1f 7 89782PE 9` 3x6 = B 3 94,OREGON p'�� ,„ 3x8 II 7 &,4 , 15'Z.{(/ PROVIDE ANCHORAGE,DESIGNED BY ir PA UL 1;\J OTHERS,AT BEARINGS TO RESIST MAX. _ UPLIFT AND MAX HORZ.REACTIONS SPECIFIED BELOW- EXPIRES: 12/31/2016 I 1-10-15 I 1-10-15 Plate Offsets(X.Y)— [1:0-1-0.0-0-2],[1:0-0-9,1-0-2] LOADING(psf) SPACING- 2-0-0 CS!- DEFL. in (lac) Weft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.24 Vert(LL) 0.00 6 n/r 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.21 Vert(TL) -0.00 6 n/r 180 TCDL 7.0 Rep Stress Inca- YES WB 0.00 Horz(TL) 0-00 n/a n/a BCLL 0.0' Code IBC2012/TPI2007 BCDL 10.0 (Matrix-M) Wind(LL) 0.00 6 n/r 120 Weight:7 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 1-10-15 oc purlins. BOT CHORD 2x4 DF No-1&Btr G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 DF No.1&Btr-G be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=-0/Mechanical,3=160/Mechanical Max Horz 2=647(LC 32),3=-647(LC 32) Max Uplift3=-63(LC 8) Max Gray 3=332(LC 25) FORCES. (Ib)-Max-Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-7=-109/432,1-2=-183/597 . BOT CHORD 1-8=-389/103,1-3=-647/250 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. • 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. PAUL 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3. v� 9)This truss has been designed for a moving concentrated load of 250.0lb live and 17.01b dead located at all mid panels and at all paneloo VIASAs. • points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. ��✓ Q 10)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. ` ir. "';� 't9 • g gr rd 14` °51976 :`� 9 arsrh . ,._..'4'. " s10NALI ' February 18,2016 IMMII ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/0312015 BEFORE USE. Mt Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and is for an individual budding component,not a truss system.Before use,the building designer must verify the applicabiSty of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MITA' AITA is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the 1 R fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIrMil Quality Criteria,DS8-89 and SCSI Budding Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply EPR Design-Memory Care T K1741248 61600175 SJN02 Jack-Open 8 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:39:55 2016 Page 1 ID:PkD_XJGOgL_6gjCg1 SXZKzsw5O-0_eF3ju_oJ6bXJOig9AU UUOXF61 Ei69Z9c5MwYzjuBo 3-10-15 I 3-10-15 Scale=1:13.0 3 �v PROFFs 5.00 12 8 '<y G1 NE s� 2X4 I1 7 / ¢���� �N Ftq �" 2 89782PE r 6 / /---- 9�,OREGON n.: Nr- , 1 / , II "7,t 'qRY 15 Q� J Pidlill WI 11 PA Ut- C:'' 2x4= 9 10 4 EXPIRES: 12/31/2016 iti,44 I 2x4 h5 I 2-0-0 2-2-12 3-10-15 1 2-0-0 2-12 1-8-3 LOADING(psf) SPACING- 2-0-0 CSI. ()EFL in (toc) 1/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.38 Vert(LL) 0.01 4-5 >999 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.43 Vert(TL) 0.01 4-5 >999 180 TCDL 7.0 Rep Stress!nor YES WB 0.08 Horz(TL) -0.09 3 n/a n/a BCLL 0.0* Code IBC2012TTP12007 (Matrix) Weight:12 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-10-15 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide- REACTIONS- (lb/size) 3=-17/Mechanical,4=-44/Mechanical,5=384/0-5-8 Max Hors 5=73(LC 12) Max Uplift3=-188(LC 27),4=-204(LC 27),5=-108(LC 8) Max Gray 3=254(LC 29),4=255(LC 33),5=790(LC 27) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-5=-389/247 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category It;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads- 5)"This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)3=188, 4=204,5=108. pALL,� 9)This truss has been designed for a moving concentrated load of 250.OIb live and 17.01b dead located at all mid panels and at all panel v�p points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. $ (v VAS ' . 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. +S,' . . 0 ^4 ,." ,pO k,,51976 „„tri 'GFSTER sss1ONAL�- February 18,2016 I ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MI1-7473 me.10/03/2015 BEFORE USE. mit Design void for use only with MiTek41 connectors.This design is based only upon parameters shown,and is for on individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M;1®V` is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the s, fabrication,storage,delivery.erection and bracing of trusses and truss systems,see ANSI/1911 Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.tee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type - Qty Ply EPR Design-Memory Care K1741249 B1600175 SJNO3 Jack-Open 8 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:39:55 2016 Page 1 ID:PkD_XjGOgL_6gjCg1 SXZKzsw5O-0_eF3ju_oJ6bXJOig9A000OXF61Ei6zZ9c5MwYzjuBo 5-10-15 _ l 5-10-15 Scale=1:18.2 3 <c\- P R 4.9/0 i �C7�\� \("1N� /OA 5.00 89782PE { 7 2x4 lI 4 2 -51 OREGON oN PAUL ALJ 1 ice/ EXPIRES: 12/31/2016 4 9 10 4 5 2x4 11 2-0-0 2r.2-1? 5-10-15 � 2-0-0 0-2-13-8-3 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) t/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.38 Vert(LL) 0.04 4-5 >993 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.43 Vert(TL) 0.05 4-5 >897 180 TCDL 7.0 Rep Stress Ina' YES WB 0.09 Horz(TL) -0.13 3 n/a n/a BCLL 0.0' Code IBC2012/TP12007 (Matrix) Weight:18 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-10-15 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 OF Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide_ REACTIONS. (lb/size) 3=80/Mechanical,4=14/Mechanical,5=397/0-5-8 Max Horz 5=111(LC 12) Max Uplift3=-73(LC 12),4=-62(LC 27),5=-91(LC 8) Max Gray 3=282(LC 29),4=290(LC 33),5=592(LC 27) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-5=-335/285 • NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide wilt fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,4,5. 9)This truss has been designed for a moving concentrated load of 250.01b live and 17.OIb dead located at all mid panels and at all panel ppUL points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. Op WM,j>, / , , iii ° 'F51976OIST ° ' February 18,2016 t � ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/032015 BEFORE USE. Design valid for use only with MiTeke connectors.This design is based only upon parameters shown,and is for an individual building component,not .. a truss system.Before use,the building designer must verily the applicability of design parameters and property incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MIT k" is always required for stability and to prevent collapse with possible personal injury and property domage.For general guidance regarding the 'r' cJ fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP11 Quality CrBeria,058.89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply EPR Design-Memory Care ,T K1741250 B1600175 SJP01 JACK-OPEN 8 1 Job Reference(optional) _ Pro-Build Beaverton Truss, - Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:39:56 2016 Page 1 ID:PkD XJGogL_6gjCg1 SXZKzsw50-OACdG3vcZdES9TzvEthjlhxktWhzRadjOGgwS?zjuBn I 1-10-15 I 1-10-15 Scale=1:8.7 2 500 112 7 i 3.c���' IyGIN cS'j0 'T 444 89782PE 17_. )i( O 3x6 = 40 8 3 �`y,�OREGON �". , 3x8 II 1:,9, �-1Ry A6? (Q` PROVIDE ANCHORAGE,DESIGNED BY pA U Qt�NI OTHERS,AT BEARINGS TO RESIST MAX. UPLIFT AND MAX HORZ.REACTIONS SPECIFIED BELOW. EXPIRES_ 12/31/2016 I - 1-10-15 I 1-10-15 Plate Offsets(X,Y)- 11:0-1-0.0-0-21[1:0-0-9.1-0-2] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.24 Vert(LL) 0.00 6 Nr 240 MT20 220/195 (Roof Snow=25.0) TCDL 7.0 Lumber DOL 1.15 BC 0.21 Vert(TL) -0.00 6 n/r 180 BCLL 0.0* Rep Stress Inc" YES WB 0.00 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix-M) Wind(LL) 0.00 6 n/r 120 Weight:7 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 1-10-15 oc purlins. BOT CHORD 2x4 DF No-1&Btr G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 DF No.1&Btr-G be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=-0/Mechanical,3=160/Mechanical Max Horz 2=647(LC 32),3=-647(LC 32) Max UpIift3=-63(LC 8) Max Gray 3=332(LC 25) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-7=-109/432,1-2=-183/597 BOT CHORD 1-8=389/103,1-3=-647/250 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. pAUI 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3. Iv,� 9)This truss has been designed for a moving concentrated load of 250.01b live and 17.Olb dead located at all mid panels and at all panel °o WAS 4j,,4v-t. points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. ti� Gr, 10)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. /t 7r J ��cJ .p 51976 $ �S70NAI S'�G February 18,2016 I I ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED NITER REFERENCE PAGE MII.7473 rev.10/0312015 BEFORE USENI Design valid for use only with Mitek®connectors-This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPIi Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 1 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741251 B1600175 SJP02 Jack-Open 8 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:39:56 2016 Page 1 ID:PkD_XJGOgL_6gjCg1 SXZKzsw5O-UACdG3vcZdES9TzvEthjl hxi_WeTRZPjOGgwS?zjuBn 3-10-15 I 3-10-15 Scale=1:13.0 3 5.00 12 8/ 2x4 11 7 2 PR 0F4--,, `c� �yGI NEER >�?r 6 i 47 q CC 89782PE 1 OREGON �o" ‘,_ 9 10 4 "9,9 qRY 2x4 = PAUL A1 2x4 i 15 EXPIRES: 12/31/2016 2-0-0 -2-1 3-10-15 2-0-0 2-12 1-8-3 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/deft L/d PLATES GRIP TCLL 25-0 Plate Grip DOL 1.15 TC 0.38 Vert(LL) 0.01 4-5 >999 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.43 Vert(TL) 0.01 4-5 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.08 Horz(TL) -0.09 3 n/a n/a BCLL 0.0* Code IBC2012/TP12007 (Matrix) Weight 121b FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-10-15 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 OF Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=-17/Mechanical,4=-44/Mechanical,5=384/0-5-8 Max Horz 5=73(LC 12) Max Uplift 3=-188(LC 27),4=204(LC 27),5=-108(LC 8) Max Gray 3=254(LC 29),4=255(LC 33),5=790(LC 27) FORCES. (Ib)-Max.Comp./Max.Ten--All forces 250(lb)or less except when shown. WEBS 2-5=-389/247 • NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.13psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)3=188, 4=204,5=108. pAjjj 14 9)This truss has been designed for a moving concentrated load of 250.0Ib live and 17.014 dead located at all mid panels and at all panel '�i(�� points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. Q 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. Sof'AV 1VASAs,G T w' 0 o 4 51976 0IMT R S/0NAL February 18,2016 1 ► ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. r.� Design valid for use only with M7eke connectors.The design is based only upon parameters shown,and is for an individual building component,not , a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the ��r7���� r� fabrication,storage,delivery,erection and bracing of trusses and truss systems.see ANSI/TPIi Quality Criteria,058.89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,21814.Lee Street,Suite 312,Alexandria,VA 22314. Comm,CA 92880 4. Job Truss Truss Type Qty Ply EPR Design-Memory Care ., K1741252 91600175 SJP03 Jack-Open 8 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:39:57 2016 Page 1 ID:PkD_XjGOgL_6gjCg1 SXZKzsw5O-zMm?UPwEKxMJmdY5oaCyZvutkv_iAOTsdwaT?RzjuBm I 5-10-15 i 5-10-15 Scale=1:18.2 �“) PROFF 3I 2 5.00 12 �� 89782PE 91' �% 7 2x4 11 - N 2 9 OREGON QN. 9�ir F'AUl „` �1 --- 6 • t ■ I ■ EXPIRES: 12/31/2016 2x4 9 10 4 5 2x4 I I I 2-0-0 2r2-1? 5-10-15 1 2-0-0 0-2-1 3-8-3 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.38 Vert(LL) 0.04 4-5 >993 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.43 Vert(TL) 0.05 4-5 >897 180 TCDL 7.0 Rep Stress Ina YES WB 0.09 Horz(TL) -0.13 3 n/a n/a BCLL 0.0* Code IBC2012/TP12007 (Matrix) Weight:18 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-10-15 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=80/Mechanical,4=14/Mechanical,5=397/0-5-8 Max Horz 5=111(LC 12) Max Uplift3=73(LC 12),4=-62(LC 27),5=-91(LC 8) Max Gray 3=282(LC 29),4=290(LC 33),5=592(LC 27) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-5=-335/285 • NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=42psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joints)3,4,5. 9)This truss has been designed for a moving concentrated load of 250.OIb live and 17.Olb dead located at all mid panels and at all panel PAUL R r. points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. `< '4 :eel"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 01 WASp>, �., • ,ter ° .4.! zs�t'ER�1976 9 �a s�QNALE�G February 18,2016 o I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED NITER REFERENCE PAGE M&7473 rev.18/03/2015 BEFORE USE. Design valid for use only with MiTel�connectors.This design is based only upon parameters shown,and is for an individual building component,not . a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mirei(' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the 171Rf. fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/IPII quality Criteria,DSB-89 and SCSI Balding Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 L Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741253 B1600175 SJR01 JACK-OPEN 4 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc.Thu Feb 18 12:39:57 2016 Page 1 ID:PkD_X_IGogL_6gjCg1SXZKzsw5O-zMm?UPwEKxMJmdY5oaCyZvUv2v1 CA1tsdwaT?RzjuBm 1-10-15 1-10-15 Scale=1:8.7 2 5.00 12 7 ` p PROF-4- s ,i � 89782PEOR -9r' ■ v � 3x6 = 8 3 y! '7+0 EGON 0 A RY � 3x8 I I '9 & 1.fj �,f PROVIDE ANCHORAGE,DESIGNED BY PA U L RtV V OTHERS,AT BEARINGS TO RESIST MAX. UPLIFT AND MAX HORZ-REACTIONS SPECIFIED BELOW. EXPIRES: 12/31/2016 1-10-15 _{ 1-10-15 Plate Offsets(XX)- [1:0-1-0.0-0-2],[1:0-0-9.1-0-2] LOADING(psf) SPACING- 2-0-0 CSI. DEF L. in (toc) l/deft Ltd PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.24 Vert(LL) 0.00 6 n/r 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.21 Vert(TL) -0.00 6 n/r 180 TCDL 7.0 Rep Stress Inc,- YES WB 0.00 Horz(TL) 0.00 n/a n/a BCLL 0.0` Code IBC2012/TP12007 (Matrix-M) Wind(LL) 0.00 6 n/r 120 Weight:7 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 1-10-15 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 DF No.1&Btr-G be installed during truss erection,in accordance with Stabilizer Installation guide_ REACTIONS. (lb/size) 2=-0/Mechanical,3=160/Mechanical Max Horz 2=647(LC 32),3=-647(LC 32) Max Uplift3=-63(LC 8) Max Gray 3=332(LC 25) FORCES. (Ib)-Max-Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-7=-109/432,1-2=-183/597 BOT CHORD 1-8=389/103,1-3=-647/250 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. PAULo, 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3. `� 9)This truss has been designed for a moving concentrated load of 250.Olb live and 17.0lb dead located at all mid panels and at all panel d> wAs44. points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. Sw lig G'J; 10)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. �"r = ;! p r r� 51976 44 % eGisT8R I0NAL'. G February 18,2016 mwr M WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not , a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mirek" is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/Tpil Quality Glade,DSB-89 and SCSI Budding Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 I, Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741254 *,-- B1600175 SJR02 Jack-Open 4 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:39:58 2016 Page 1 ID:PkD_XJGOgL_6gjCg 1 SXZKzsw5O-RZKNhIxs5EUAOn7HLHjB6602UJJxvTvOraJOXtzjuBl 3-10-15 I 3-10-15 Scale=1:13.0 31 500 12 8 II 7 ---- ..---- 2 ---- ---- 2x4 2 � / EpPROF 6 / w'NO' G I N E�9'Sj(2 // `r- 89782PE 5f 1 i • /+ 57 OREGON p'"� et 2x4= 9 10 4 -7,4 G,gRy A6.9" ' 'AUL RAJ 2x4 11 5 EXPIRES: 12/31/2016 I 2-0-0 2-2-12 _ 3-10-15 I 2-0-0 0-2-12 1-8-3 LOADING(psf) SPACING- 2-0-0 CSL DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.38 Vert(LL) 0.01 4-5 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.43 Vert(TL) 0.01 4-5 >999 180 TCDL 7.0 Rep Stress!nor YES WB 0.08 Horz(TL) -0.09 3 n/a n/a BCLL 0.0` Code IBC2012fTP12007 (Matrix) Weight: BCDL 10-0 Wei t 1216 FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-10-15 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=-17/Mechanical,4=-44/Mechanical,5=384/0-5-8 Max Horz 5=73(LC 12) Max Uplift3=-188(LC 27),4=-204(LC 27),5=108(LC 8) Max Gray 3=254(LC 29),4=255(LC 33),5=790(LC 27) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-5=-389/247 • NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=42psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)3=188, 4=204,5=108. jJ 9)This truss has been designed for a moving concentrated load of 250.OIb live and 17.0lb dead located at all mid panels and at all panel pA vk points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. p4 WAS.kh '` Pi 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. `9'0, A( (5 z�.t I 7" ,,ter • „..0 ,o 4, 51976 9 Crl� 9, , GISMO s`10NAL ' February 18,2016 mem AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MBTEK REFERENCE PAGE MH-7473 rev.10/03/2015 BEFORE USE. Design void for use only with MifekE connectors-This design is based only upon parameters shown,and is for an individual budding component,not MIR a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design.Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing Mirek` is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the n fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/IPlt Quaffy Criteria,058-89 and SCSI Budding Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741255 B1600175 SJR03 Jack-Open 4 1 -r Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:39:58 2016 Page 1 ID:PkD XJGOgL_6gjCg1 SXZKzsw5O-RZKNhIxs5EUAOn7HLHjB6602UJJxvTjOraJOXIzjuBI 5-10-15 5-10-15 Scale=1:18.2 3 PR oFFs �<c"'NGINE.k-ly 500 112 c 89782PE 9~! 6 7 2x4 to 7 OREGON ‘.(i N. 2 0 Ugpy 15,2 <�Q PAUL �\,<<„, , w U EXPIRES: 12/31/2016 2x4 = 9 10 4 5 2x4 II 2-0-0 212-12 5-10-15 2-0-0 0-2-1 3-8-3 LOADING(psf) SPACING- 2-0-0 CSL DEFL. in (lac) 1/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.38 Vert(LL) 0.04 4-5 >993 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.43 Vert(TL) 0.05 4-5 >897 180 TCDL 7.0 Rep Stress lncr YES WB 0.09 Horz(TL) -0.13 3 n/a nta BCLL 0.0* Code IBC2012/TP12007 (Matrix) Weight:18 lb FT=10% BCDL 10-0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-10-15 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=80/Mechanical,4=14/Mechanical,5=397/0-5-8 Max Horz 5=111(LC 12) Max Uplift3=-73(LC 12),4=-62(LC 27),5=-91(LC 8) Max Gray 3=282(LC 29),4=290(LC 33),5=592(LC 27) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-5=-335/285 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.Il;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL.ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connection& 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,4,5- 9)This truss has been designed for a moving concentrated load of 250.0Ib live and 17.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. • 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. WAS)7r, kits rdI'1 51976 W� 3,6 � ISTEg�.c+.61 -A19/01s/A1,06 February 18,2016 t WHIM WARNING-Vn design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE M/1-7473 rev.10/03/2015 BEFORE USE. Design void for use only with Weir®connectors.This design is based only upon parameters shown,and is for an individual budding component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` A,Te ` is always required for stability and to prevent collapse with possible personal injury and properly damage.For general guidance regarding the 1 R fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP11 Quality Criteria,058-89 and SCSI Building Component 250 King Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 • a Job Truss Truss Type Qty Ply EPR Design-Memory Care K7741256 tt- B1600175 SJTO1 JACK-OPEN 4 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 - 7.640 s Sep 29 2015 MiTek Industries,Inc Thu Feb 18 12:39:59 2016 Page 1 ID:PkD_XJGogL_6gjCg t SXZKzsw50-vlulv5xUsYclOxiUv?EQfKZFYjigexM94D3a3KzjuBk I 1-10-15 I 1-10-15 Scale=1:8.7 2,,,,,, i 5.00 12 7 F�'�© PRQF4-61, 7 i7 �`'� ANG!NEF' �ip2 // ' to 'Tr �� `� 89782PE �x--- co 3xs = 8 3 9�OREGON p^, q- 9,- �,. 3x8 II 17,9 �AIRy ALJ•2 , PROVIDE ANCHORAGE,DESIGNED BY '1 t7T `�v OTHERS,AT BEARINGS TO RESIST MAX. '1 1'4 UL •' UPLIFT AND MAX HORZ.REACTIONS SPECIFIED BELOW. EXPIRES: 12/31/2016 I 1-10-15 I 1-10-15 Plate Offsets X Y)— !1 0-1-0.0-0-21 l:0-0-9.1-0-2L LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Vdefl L/d PLATES GRIP TOLL 25.0 Plate Grip DOL 1.15 TC 024 Vert(LL) 0.00 6 n/r 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.21 Vert(TL) -0.00 6 n/r 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a n/a BCLL 0.0 ' Code IBC2012/TP12007 (Matrix-M) Wind(LL) 0.00 6 n/r 120 Weight:7 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 1-10-15 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEDGE MiTek recommends that Stabilizers and required cross bracing Lett:2x4 DF No.1&Btr-G be installed during truss erection,in accordance with Stabilizer Installation guide_ REACTIONS. (lb/size) 2=-0/Mechanical,3=160/Mechanical Max Horz 2=647(LC 32),3=-647(LC 32) Max Uplift3=-63(LC 8) Max Gray 3=332(LC 25) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-7=-109/432,1-2=-183/597 BOT CHORD 1-8=-389/103,1-3=-6471250 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. pAUL 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3. Ai, 9)This truss has been designed for a moving concentrated load of 250.OIb live and 17.OIb dead located at all mid panels and at all panel o wASR>. points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. ��✓ G �r r, 10)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. e, • - y. p - \... . rgr. 51976 4„,cr.i Q :7GISTER S 1O1'ALe February 18,2016 k r ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE M0-7473 rev.10/13/2015 BEFORE USE. NI, Design valid for use only with MiTekconnectors.This design is based only upon parameters shown,and is for on individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTTk` is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP11 Quality Criteria,DS11-89 and SCSI Budding Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 1. Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741257 B1600175 SJTO2 Jack-Open 3 1 .f Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:39:59 2016 Page 1 ID:PkD_XJGOgL_6gjCg1 SXZKzsw5O-vlulv5xUsYclOxiUv?EQfKZDEifAew894D3a3KzjuBk 3-10-15 I 3-10-15 Scale=1:13.0 3 GIN i 5.00 12 B ��.,ED P R OFFS 2x4 II 7 2 cc' 89782PE 9r' Mad: , c., .- y4,OREGON o*`"Q 1 -9;9 .'9RV 1$ �t<,Q` P...a..igllIllIljIIIIIIIIIII IIII PA UL 't'- 2x4= 9 10 4 EXPIRES: 12/31/2016 2x4 115 I 2-0-0 -2-12I 3-10-15 I 2-0-0 2-12 1-8-3 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (hoc) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.38 Vert(LL) 0.01 4-5 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.43 Vert(TL) 0.01 4-5 >999 180 TCDL 7.0 Rep Stress Ina- YES WB 0.08 Horz(TL) -0.09 3 n/a n/a BCLL OA Code IBC2012ITPI2007 (Matrix) Weight:12 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-10-15 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Std G , MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=-17/Mechanical,4=-44/Mechanical,5=384/0-5-8 Max Horz 5=73(LC 12) Max Uplift3=188(LC 27),4=204(LC 27),5=-108(LC 8) Max Gray 3=254(LC 29),4=255(LC 33),5=790(LC 27) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-5=-389/247 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)3=188, 4=204,5=108. VAUL , 9)This truss has been designed for a moving concentrated load of 250.OIb live and 17.OIb dead located at all mid panels and at all panel `ax!U� points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. tJ WASp,, 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 'S''' w Q •• ,' --- 0 �� 52976 $' sS7�NALE�� February 18,2016 a ., ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MH-7473 my.10N32015 BEFORE USE. t Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and is for an individual buitding component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTele is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.see ANSI/SPit Quality Criteria,DSB-89 and SCSI Budding Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.tee Sheet,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Pty I EPR Design-Memory Care K1741258 B1600175 SJTO3 Jack-Open 3 1 Job Reference Optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:40100 2016 Page 1 ID:PkD_XJGOgL_6gjCgt SXZKzsw5O-NxS86Ry6dskud4HgTilfBX5O_7?PMNCIJto7bmzjuBj 5-10-15 5-10-15 Scale=1:18.2 3 ( D PRQFFs V`~G,IN 5.00 t2 8 �C�•1 `� `� 89782PE 2x4 / 2 0 th OREGON 2o 1 UL 2x4 9 10 4 E FIRES: 12/31/2016 5 2x4 lI 2-0-0 2- 2-1 5-10-15 2-0-0 0-2-12 3-8-3 LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.38 Vert(LL) 0.04 4-5 >993 240 MT20 2201195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.43 Vert(TL) 0.05 4-5 >897 180 TCDL 7-0 Rep Stress Incr YES WB 0.09 Horz(TL) -0.13 3 n/a n/a BCLL 0.0* Code IBC2012T P12007 (Matrix) Weight:18 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DE No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-10-15 oc purlins. BOT CHORD 2x4 DE No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=80/Mechanical,4=14/Mechanical,5=397/0-5-8 Max Horz 5=111(LC 12) Max Uplift3=-73(LC 12),4=-62(LC 27),5=-91(LC 8) Max Gray 3=282(LC 29),4=290(LC 33),5=592(LC 27) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-5=-335/285 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,4,5- 9)This truss has been designed for a moving concentrated load of 250.0Ib live and 17.01b dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. v'1AS11 • 7 4,,,51976 ISTE0 SsONALE�� February 18,2016 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE M/67473 rev 10/03/2015 BEFORE USE. Design valid for use only with Mit eke connectors.This design is based only upon parameters shown,and is for an individual building component,not �+ a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent bucking of individual truss web and/or chord members orsty.Additional temporary and permanent bracing MOW M' OR is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the V fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPU Qualify Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 r Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741259 B1600175 SJTO4 Jack-Open 1 1 -T Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:40:00 2016 Page 1 ID:PkD_XJG0gL_6gjCg1 SXZKzsw5O-NxS86Ry6dskud4HgTiIf8X5R173xMOcIJto7bmzjuBj 1-10-15 1-10-15 5.00 12 Scale=1:13.2 2 5 2x4 / F.'`�t} PR OFFS cs� yGII NSFR s4 89782PE fir' 92 OREGON O�>o 6 X9fiy � /1 pA U t �'`�� 4 3 2x4 I I EXPIRES: 12/31/2016 1-10-15 1-10-15 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.14 Vert(LL) -0.00 3-4 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.14 Vert(TL) -0.01 3-4 >999 180 TCDL 7.0 Rep Stress!nor YES WB 0.00 Horz(TL) 0.01 2 n/a n/a BCLL 0.0 BCDL 10.0' Code IBC2012/TP12007 (Matrix) Weight:7 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 1-10-15 oc purlins, BOT CHORD 2x4 DF No.1&Btr G except end verticals. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=74/0-5-8,2=53/Mechanical,3=20/Mechanical Max Horz 4=33(LC 12) Max Uplift2=-44(LC 12),3=-2(LC 12) Max Gray 4=297(LC 25),2=280(LC 27),3=284(LC 30) FORCES. (Ib)-Max_Comp./Max.Ten.-All forces 250(!b)or less except when shown. TOP CHORD 1-4=-279/33 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCOL=42psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,3. AUL 9)This truss has been designed for a moving concentrated load of 250.01b live and 17.0lb dead located at all mid panels and at all panel L points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. p't`wAsl-N, 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 40 �w , Cr z.z - , rd�+ 51976 •ck° S. CONAL P February 18,2016 WPM c � ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 6111.7473 fee.10/03/2015 BEFORE USE Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for on individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design.Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/fPlt Quality Criteria,009-89 and BCSI Budding Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 t Job Truss Truss Type Qty Ply EPR Design-Memory Care ,F K1741260 61600175 SJTO5 Jack-Open 1 1 _ Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:40:01 2016 Page 1 ID:PkD_XjGOgL_6gjCg1 SXZKzsw5O-r80WKmztO9stFEsslQHukieZPXMo5rsSYXYg8CzjuBi I 3-10-15 I 3-10-15 Scale=1:17.4 2 5.00 12 ',', �� -p PR QFF �/ � S, 4-S..0 iO3x4Iii% � R2 1 7 89782P r �i 9� OREGON ooh '9,90-IR Y1b?4, 7 3 ir PAULCk' 4 3x4 ii EXPIRES: 12/31/2016 I 3-10-15 I , 3-10-15 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 25.0(Roof Snow=25 0) Plate Grip DOL 1.15 TC 0.34 Vert(LL) -0.04 3-4 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.36 Vert(TL) -0.06 3-4 >734 180 BCLL 0.0* Rep Stress InaYES WB 0.00 Horz(TL) 0.03 2 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix) Weight:12 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-10-15 oc purlins, BOT CHORD 2x4 DF No.1&Btr G except end verticals. WEBS 2x4 OF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide_ REACTIONS. (lb/size) 4=155/Mechanical,2=111/Mechanical,3=44/Mechanical Max Horz 4=69(LC 12) Max Uplift 4=-13(LC 12),2=-81(LC 12) Max Gray 4=330(LC 25),2=294(LC 27),3=303(LC 30) FORCES. (ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-4=-292/88 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat_II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members_ 7)Refer to girder(s)for truss to truss connections. 8)Refer to girder(s)for truss to truss connections. ... PAUL 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,2. v, 10)This truss has been designed for a moving concentrated load of 250.0Ib live and 17.0lb dead located at all mid panels and at all panel of WASA,, 7 points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. ,,,, /; Q, 11)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. ,4 . t p �l.r`' .ir1= ./.gr r'A .4, 51976 ., •,, t� 9r .6' ISTER . AS's, 1ONALE14C5 V. February 18,2016 AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MIFT473 rev.10A73/2015 BEFORE USE. Design valid for use only with Wok®connectors.This design is based only upon parameters shown,and is for on individual budding component,not o truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall �/�T budding design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing IVli 1®k` is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the ,r, fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIJfPI1 Quality Criter a,DSS-89 and SCSI Bonding Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 a Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741261 B1600175 SJUO1 JACK-OPEN 40 1 -* Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:40:01 2016 Page 1 ID:PkD_XjGOgL_6gjCg1 SXZKzsw50-r80W KmzIO9s1FEss1 QHukteb2XO85rsSYXYg8CzjuBi 1-10-15 1-10-15 Scale=1:8.7 2 5.00 12 7 5 13 PROFtO. �� 0NGiNF�� ,' 89782PE` MIIIIL111111111 3x6 = 8 3 ,,.rs-7,f OtLR�EGON p'* Q„ 3x8 I "1 it y .�KJ fC!� PROVIDE ANCHORAGE,DESIGNED BY OTHERS,AT BEARINGS TO RESIST MAX. PA UL Rte UPLIFT AND MAX HORZ.REACTIONS SPECIFIED BELOW. EXPIRES: 12/31/2016 1-10-15 I 1-10-15 Plate Offsets(X.Y)— 11:0-1-0.0-0-2],(1:0-0-9,1-0-2] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) t/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.24 Vert(LL) 0.00 6 n/r 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.21 Vert(TL) -0.00 6 n/r 180 TCOL 7.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a n/a BCLL 0.0* Code IBC2012/TP12007 (Matrix-M) Wind(LL) 0.00 6 n/r 120 Weight:7 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 1-10-15 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 DF No.1&Btr-G be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=-0/Mechanical,3=160/Mechanical Max Horz 2=647(LC 32),3=-647(LC 32) Max Uplift 3=-63(LC 8) Max Gray 3=332(LC 25) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-7=-109/432,1-2=-183/597 BOT CHORD 1-8=-389/103,1-3=-647/250 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TOLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)`This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. ?AUL 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1001b uplift at joint(s)3. .f 9)This truss has been designed for a moving concentrated load of 250.01b live and 17.01b dead located at all mid panels and at all panel F WASittk points along the Top Chord and Bottom Chord,nonconcurrent with any other live toads. 10)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 7 .nr ,P 4 rd ,, 51976 r 8I0NAL EAG February 18,2016 aik WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.40/03/2015 BEFORE USE. ��. Design vakd for use only with Mitek®connectors.This design is based only upon parameters shown,and is for an individual budding component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTele 1k* is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPit Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 If Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741262 B1600175 SJUO2 Jack-Open 35 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:40:02 2016 Page 1 tD:PkD_XJGogL_6gjCg1SXZKzswsO-JKZuX6_N9T_ctOR2a7o7GyBkTwhtgHubmBHEgezjuah I 3-10-15 H 3-10-15 Scale=1:13.0 3 ���to PR 0FFs 5.00 s i 8 2 / c:;',, (N E�19' zxa 11 7 J 2 89782P r 6 j • , j / -7 OREGON`P 'er ' / ■ �R1 � PAUL 5����Q' 2x4= 9 10 4 EXPIRES: 12/31/2016 2x4 II I 2-0-0 2-2-121 3-10-15 I 2-0-0 2-12 1-8-3 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 25-0 Plate Grip DOL 1.15 TC 0.38 Vert(LL) 0.01 4-5 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.43 Vert(TL) 0.01 4-5 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.08 Horz(TL) -0.09 3 n/a n/a BCLL 0.0 BCDL 10.0* Code IBC2012fTP12007 (Matrix) Weight:12 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-10-15 oc purlins. BOT CHORD 2x4 DF No-1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=-17/Mechanical,4=-44/Mechanical,5=384/0-5-8 Max Horz 5=73(LC 12) Max Uplift3=-188(LC 27),4=204(LC 27),5=-108(LC 8) Max Gray 3=254(LC 29),4=255(LC 33),5=790(LC 27) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-5=-3891247 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads_ 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)3=188, 4=204,5=108. PAUL,k 9)This truss has been designed for a moving concentrated load of 250.01b live and 17.01b dead located at all mid panels and at all panel v�{> points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. OF 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. was c \I , 7 r , rp 4P 51976 �� % -6 ISTSRs g' S4'/ONAL0.. February 18,2016 m IMMO ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE Mil-7473 rev.10103/2015 BEFORE USE. Design valid for use only with Mileke connectors.This design is based only upon parameters shown,and is for an individual building component,not + a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/int Quality Criteria,058-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Nate institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741263 /31600175 SJUO3 Jack-Open 5 1 ,r Job Reference(optional) _ Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:40:02 2016 Page 1 ID:PkD_XJGogL_6gjCg1 SXZKzswSO-JKZuX6_N9T_ctOR2a7o7GyBnEwlPgl6bmBHEgezjuBh 1-10-15 1-10-15 5.00 t2 Scale=1:13.2 2 5 2x4 PRQFF 77, coAtiCatNE�c • Zy 89782PE _ 7 ' -7+0 6 PA UL Ck\ 2x4 II 3 EXPIRES: 12/31/2016 1-10-15 1-10-15 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.14 Vert(LL) -0.00 3-4 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.14 Vert(TL) -0.01 3-4 >999 180 TCDL 7.0 Rep Stress Incl YES WB 0.00 Horz(TL) 0.01 2 lila n/a BCLL 0.0' Code IBC2012ITP12007 (Matrix) Weight:7 lb FT=10% BCDL 1Q0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 1-10-15 oc purlins, BOT CHORD 2x4 DF No.1&Btr G except end verticals. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide_ REACTIONS. (lb/size) 4=74/0-3-2,2=53/Mechanical,3=20/Mechanical Max Horz 4=33(LC 12) Max Uplift2=-44(LC 12),3=-2(LC 12) Max Grav4=297(LC 25),2=280(LC 27),3=284(LC 30) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-4=-279/33 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111 mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,3. .PAUL I+� 9)This truss has been designed for a moving concentrated load of 250.01b live and 17.0lb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. O �N�1S OA 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. C , ,t,,51976,0 4;.(l��f ISTER7 NAL1' February 18,2016 ®WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE API-7473 rev.10/03/2015 BEFORE USE. Design void for use only with Mitek®connectors.This design is based only upon parameters shown,and is for an individual building component,not101 a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/Tpn Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 4 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741264 B1600175 SJUO4 Jack-Open 4 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc.Thu Feb 18 12:40:03 2016 Page 1 ID:PkD_XJGOgL_6gjCg1 SXZKzsw5O-nW7GkS??wn6TVY0F8rJMpAjy9K5pZIMl?r1nC5zjuBg I 1-g-7 I 1-9-7 500 12 Scale=1:13.2 5 2 1 '2x4 I ' <0.'W) PR OFFS ll ,t: ��\�� �c�GlNEF9 �'/o2 89782PE t- I �� \ 7 OREGON p'*&Q 2x4 it4 3 EXPIRES: 12/31/2016 I - t-9-7 - I 1-9-7 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.13 Vert(LL) -0.00 3-4 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.13 Vert(TL) -0-00 3-4 >999 180 TCDL 7-0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 2 n/a n/a BCLL 0.0 ` Code IBC2012/TP12007 (Matrix) Weight:6 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 1-9-7 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G end verticals. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=68/Mechanical,2=50/Mechanical,3=18/Mechanical Max Horz 4=30(LC 12) Max Uplift2=-42(LC 12),3=-2(LC 12) Max Gray 4=295(LC 25),2=279(LC 27),3=283(LC 30) FORCES. (lb)-Max-Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-4=-278/29 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat-II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for , reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. 8)Refer to girder(s)for truss to truss connections. PAUL jU 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,3. v,,b 10)This truss has been designed for a moving concentrated load of 250.01b live and 17.0lb dead located at all mid panels and at all panel O points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. WASFt>,C+�' 11)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. / --.4'-'" - ,,ter ,,,p * 51976 94."41.' p rf5 ';IST 0 �SVONAI. (5 February 18,2016 • mit ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for on individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall bulding design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,D5B-89 and SCSI Building Component 250 Klug Circle Safely Information available horn Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 y Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741265 B1600175 T01 California Girder 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:40:04 2016 Page 1 tD:PkD_XjGOgL_6gjCg1 SXZKzsw5O-Fjheyo?dh4EK6iaRiYgbLNG1 UkJyl2ruEVmLkXzjuBf I 2-2-12 I 7-5-15 7-10-158-6-1 tt-11-11 11-7-2 I 14-5-0 I 2-2-12 5-3-3 0-5-0 0-7-2 0-5-0 2-8-1 2-9-14 5x10= Scale=1:25.0 4x6 4 15 \\\ 6 5.00 12 \ =1 -,� 14 ---------- ---.....,,...„,,,,,_2,,,,,3x6 13 / \ \ . 17 / \ \ 12 / \ �; ��18 3x8 j \\ � 1\II v _---- -1-1 6 M N 1 N 3x4= 20 21 9 22 B 23 7 10 4x6= 4x8 = 3x6—2x4 I 2-0-0 2-2-112 7-5-15 I 8-11-1 I 14-1-7 1 -5- 2-0-0 0-2-12 5-3-3 1-5-2 5-2-6 d-3-9 Plate Offsets(X,Y)— [3:0-7-4.0-1-41.14:0-2-12.0-2-0],[8:0-4-0.0-1-12],[9:0-3-0,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) 1/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.54 Vert(LL) -0.08 7-8 >999 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.59 Vert(TL) -0.16 7-8 >913 180 TCDL 7.0 Rep Stress lncr NO WB 0.69 Horz(TL) 0.02 7 n/a n/a BCLL 0.0` Code IBC2012/TPI2007 (Matrix) Weight:72 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-4-7 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G end verticals,and 2-0-0 oc purlins(5-2-7 m. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 6-0-0 o e 'if'PR p MiTek recommends that Stabil . t �t i i 9 be installed during truss erec-.rc .7":7-,^ •r. iiia.+': - Installation guide. ,f.? REACTIONS. (lb/size) 10=1285/0-5-8,7=1055/Mechanical Max Horz 10=83(LC 10) 89782 P E Max Uplift 10=-332(LC 10),7=-273(LC 11) Max Gray 10=1638(LC 28),7=1284(LC 28) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. `-'757 4°TOP CHORD 1-11=-180/598,2-11=-169/604,2-12=1883/405,12-13=-1774/411,13-14=-17521413, OREGON 4 3-14=-1741/418,3-15=-1671/422,4-15=-1671/422,4-16=-1770/427,5-16=-1832/424, 17,9, AIRY A$•L ., 6-7=-284/47 Rir fli BOT CHORD 1-20=-5381208,10-20=-538/208,10-21=-538/208,9-21=-538/208,9-22=-36111645, Aq U L. 0 8-22=-361/1645,8-23=-329/1461,7-23=-329/1461 WEBS 2-10=-1527/394,2-9=322/1562,3-8=-155/271,5-8=60/418,5-7=-1838/414 NOTES- EXPIRES: 12/31/2016 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II:Exp B;enclosed;MWFRS (envelope)gable end zone;cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. pA L v� 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide wilt di WASNi, fit between the bottom chord and any other members. w 0 7)A plate rating reduction of 20%has been applied for the green lumber members. T� 4'!="_i/ ;: 8)Refer to girder(s)for truss to truss connections. <2 . 2, 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)10=332, / • 7=273. 10)This truss has been designed for a moving concentrated load of 250.0Ib live and 17.0lb dead located at all mid panels and at all panel ril C points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. a+ 51976 11)Girder carries hip end with 5-7-12 right side setback,7-7-12 left side setback,and 7-7-12 end setback. �,;+, `"Gjs yhiv" 12)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. LAS' CI VI Graphical purtin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord. S-/ONAL E• Continued on page 2 February 18,2016 1 f mi WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MfTEK REFERENCE PAGE Mt1-7173 rev.10A22015 BEFORE USE. , Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and is for on individual budding component,riot a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing Milok` is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the 'v, R fabrication,storage,derrvery,erection and bracing of trusses and truss systems,see ANSI/TPIt Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Inform:lion available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741265 61600175 TO1 California Girder 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:40:04 2016 Page 2 ID:PkD_XJGOgL_6gjCg1 SXZKzswSO-Fjheyo?dh4EK6iaRiYgbLNG1 UkJyt2ruEVmLkXzjuBf NOTES- 14)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)501 lb down and 146 lb up at 7-7-12,and 501 lb down and 146 lb up at 8-9-4 on top chord. The design/selection of such connection device(s)is the responsibility of others. 15)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-64,3-4=-152,4-6=-64,1-9=-20,8-9=-48(F=-28),7-8=20 Concentrated Loads(Ib) Vert:3=-501 4=-501 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. " Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the budding designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MIT'Ci is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the ,i, fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP11 Quaid),Criteria,DSB-89 and BCS!Building Component 250 Klug Circle Safety Innformallon available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 t Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741266 B1600175 T02 Common 1 1 ,. Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:40:04 2016 Page 1 ID:PkD_XJGOgL_6gjCg1 SXZKzsw5O-Fjheyo?dh4EK6iaRiYgbLNG_GkJvt8RuEVmLkXzjuBf 1 2-2-12 1 8-2-8 1 14-5-0 1 2-2-12 5-11-12 6-2-8 404 = Scale=1:25.3 3 5.00 12 \\\ 11 10 \ \ 12 3x4 g \ \„. 3x4 2 \\4 // 1- N O Liel [ 3x4= 13 C `> 1415 6 5 7 4x8 = 2x4 II 2x4 II I 2-0-0 2-7-1 8-2-8 I 14-5-0 1 2-0-0 0-2-12 5-11-12 6-2-8 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.75 Vert(LL) -0.15 5-6 >974 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.59 Vert(TL) -0.24 5-6 >605 180 TCDL 7.0 Rep Stress Incl YES WB 0.27 Horz(TL) -0.00 5 n/a n/a BCLL 0.0* Code IBC2012/TPI2007 (Matrix) Weight:64 lb FT=10% BCDL 10.0 g LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-10-6 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G end verticals. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc braci MiTek recommends that Stabilizer .9 RR Fit... ..•. be Installation guideg truss erectio Cn`.:�.r,G N-�' REACTIONS. (lb/size) 5=488/Mechanical,7=710/0-5-8 <� Af. Max Horz 7=90(LC 12) 4.Icc jz Max Uplift S=-109(LC 13),7=-166(LC 12) 89 782 P E i-- FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-8=-211/613,2-8=-199/619,2-9=-555/146,9-10=-482/154,10-11=467/156, 3-11=-467/161,3-12=-467/145,4-12=-527/136,4-5=-440/195 v 40 BOT CHORD 1-13=-550/221,7-13=550/221,7-14=550/221,6-14=550/221 - OREGON Q'* WEBS 2-7=-627/381,2-6=-132/657,3-6=0/274,4-6=-61/436 ,yIt/gRy 16 Z Q� NOTES- PAUL vs 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 5-2-8,Exterior(2)5-2-8 to 8-2-8 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 EXPIRES: 12/31/2016 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. PAUL 7)Refer to girder(s)for truss to truss connections. `�f�� 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)5=109, Q>j WASp,,`�Y 7=166. � 9)This truss has been designed for a moving concentrated load of 250.0Ib live and 17.0lb dead located at all mid panels and at all panel �� All. G0 points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. ' ''‘'.1::`''''' s ' 10)"Fix heels only”Member end fixity model was used in the analysis and design of this truss. \ ,, r,- 51976 ,,,,Lk., ., OISTEW 41s,IONAL P February 18,2016 1 i ..M. WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev,10/03/2015 BEFORE USE. Design vafid for use only with Mitek®connectors.This design is based only upon parameters shown,and is for an individual building component,not ,. a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek. is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the R fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSS-89 and SCSI Budding Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741267 81600175 001 California Girder 4 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:40:05 2016 Page 1 ID:PkD_XJG0gL_6gjCg1 SXZKzsw5O-kvF1980FSOMBks9dGGLqubpFn8jF tYgt S9WuHzz;uBe 1 7-2-12 5-5-15 -10-11 8-1-1 18-6-11 11-8-14 1 2-2-12 3-3-3 0-5-0 2-2-2 0-5-0 3-2-13 Scale=1:20.0 4x8\\ 4x4 c l 13 5.00 112 / \\\ 1� \ 3x6 3x6% \\�-,,, 5 —\ .3- 2_„..,----• v / % � f� N - �� 1w N 3x4 = 15 16 8 17 73x8= 18 6 3x6 = 9 2x4 II 2x4 I I I 2-0-0 212-12 5-5-15 I 8-6-1 I 11-8-14 I 2-0-0 0-2-12 3-3-3 3-0-2 3-2-13 Plate Offsets(X.Y)— [7:0-1-12,0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (toc) 1/defi Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.38 Vert(LL) -0.02 6-7 >999 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.33 Vert(TL) -0.04 7-8 >999 180 TCDL 7.0 Rep Stress Ina NO WB 0.45 Horz(TL) 0-00 6 n/a n/a BCLL 0.0* Code IBC2012/TPI2007 (Matrix) Weight:55 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G end verticals,and 2-0-0 oc purlins(6-0-0 max • - WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 6-0-0o . a . be ns recommends that Stabil' +' d be installed during truss erect. St)..r.o :�:•r.-V r. ..�� Installation.uide. C? REACTIONS. (lb/size) 6=721/Mechanical,9=939/0-5-8VA (1►� 89782 P E Max Horz 9=69(LC 10) Max Uptift6=-180(LC 11),9=255(LC 6) Max Gray 6=816(LC 28),9=1169(LC 28) ' FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. (..- 4, TOP CHORD 1-10=-55/661,2-10=-49/667,2-11=-973/246,3-11=-916/250,3-12=882/253, 92'OREG©N 0'. 4-12=-882/253,4-13=-907/244,13-14=-924/240,5-14=-973/240,5-6=-790/192 �•� tJ �' Q`� BOT CHORD 1-15=-600/65,9-15=-600165,9-16=-600/65,8-16=-600/65,8-17=-215/872, R ,l AY �� 7-17=-215/872 p,A U L WEBS 2-9=1074/262,2-8=-225/1017,5-7=-217/915 NOTES- EXPIRES: 12/31/2016 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.It;Exp B;enclosed;MWFRS (envelope)gable end zone;cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will PAjj L l' fit between the bottom chord and any other members. )' WAStr,, +e! 7)A plate rating reduction of 20%has been applied for the green lumber members. S� x �Y(,� 77 8)Refer to girder(s)for truss to truss connections. q� 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except{t=lb)6=180, , t`* A` 1, • 9=255. 10)This truss has been designed for a moving concentrated load of 250.0lb live and 17.0lb dead located at all mid panels and at all panel ,,%,`r points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. A f'r r 11)Girder carries hip end with 3-4-10 right side setback,5-7-12 left side setback,and 5-7-12 end setback. ,p„51976 .O w 12)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. CJ ` OiSIS$4' 13)Graphical purtin representation does not depict the size or the orientation of the purtin along the top and/or bottom chord- $' G 14)Hanger(s)or other connection device(s) 4 shalt be provided sufficient to support concentrated load(s)250 lb down and 73 lb up at 8-4- , ONALE� and 250 lb down and 73 lb up at 5-7-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. 15)ConIn the LOAADn gCCASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B)- February 18,2016 t 2 / ,... WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI!-7473 rev.10A32015 BEFORE USE. Design valid for use only with MBek+N connectors.This design is based only upon parameters shown,and is for an individual building component,notMN a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741267 81600175 1)01 California Girder 4 1 �+ Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc_ Thu Feb 18 12:40:05 2016 Page 2 ID:PkD_XJGOgL_6gjCg1 SXZKzsw5O-kvF1980FSOMBks9dGGLqubpFn8JF 1 Yg1S9W uHzzjuBe LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-64,3-4=-115,4-5=-64,1-8=-20,7-8=-36(F=-16),6-7=-20 Concentrated Loads(Ib) Vert:3=250 4=-250 • 1 / ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MY-7473 rev.10/7312015 BEFORE USE. "mut Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and is for on individual building component,not o truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design into the overall budding design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP11 Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 i Job Truss Truss Type Qty Ply EPR Design-Memory Care 6- K1741268 B1600175 UO1A California Girder 7 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:40:06 2016 Page 1 ID:PkD_XJGOgL_6gjCg1 SXZKzsw5O-C5pPNU 1 tDiU2M?kgpzs3RoLPJY4mm 18BhpFRpQzjuBd (-_- -- 3-3-15 13-8-151 5-11-1 16-4-1 1 9-6-14 3-3-15 0-5-0 2-2-2 0-5-0 3-2-13 4x6\\ Scale=1:19.1 4x4 5.00 12 9 \ �� 11 �j \�\ \�` 3x4 '-,.- 3x4% z.„----- ,----' / �\ 4 \` `_ � „,-,- _ w -- .. w; ■I- rtl 127 13 14 63x8 = 5 3x6= 8 2x4 II 2x4 I I I 3-3-15 I 6-4-1 I - 9-6-14 I 3-3-15 3-0-2 3-2-13 Plate Offsets(X,V)— [2:0-2-120-2-0116.0-1-12 0-1-8I LOADING(psf) SPACING- 2-0-0 CSI- DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 250 Plate Grip DOL 1.15 TC 0.39 Vert(LL) -0.02 7-8 >999 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.31 Vert(TL) -0.04 6-7 >999 180 TCDL 7.0 Rep Stress Incr NO WB 0.38 Horz(TL) 0.00 5 n/a n/a BCLL 0.0* Code IBC2012 TP12007 (Matrix) Weight:49 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No_1&Btr G end verticals,and 2-0-0 oc purlins(6-0-0 m. - - WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 1,1 MiTek recommends that Stabil' • o�:j • R� f be installed during truss ere q,T. 5o`:.:.r.'V F1E a-+ - •S Installation guide. REACTIONS. (lb/size) 8=667/0-3-8,5=672/Mechanical 89782PE Max Horz 8=25(LC 10) Max Uplift8=-155(LC 10),5=155(LC 11) Max Gray 8=776(LC 28),5=779(LC 28) FORCES. (Ib)-Max.Comp./Max.Ten.-Alt forces 250(Ib)or less except when shown. OREGON K.TOP CHORD 1-9=-928/208,2-9=-877/212,2-10=-8251219,3-10=-825/219,3-11=864/209, /• � Zp Q 4-11=-914/206,1-8=-747/169,4-5=-751/169 17,9 yUgRY 16, fQ' WEBSBOT 1-7 7-11-73 184/8-186/638364-6, 184885636 '4 pA u ck\-4 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS EXPIRES: 12/31/2016 (envelope)gable end zone;cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)A plate rating reduction of 20%has been applied for the green lumber members. 04 WASN:. 8)Refer to girder(s)for truss to truss connections. C 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)8=155, . `...ill.' l �>ry 5=155. ' ► 10)This truss has been designed for a moving concentrated load of 250.01b live and 17.OIb dead located at all mid panels and at all panel ., points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 11)Girder carries hip end with 3-4-10 right side setback,3-5-12 left side setback,and 3-5-12 end setback. ,,p A:k- 12)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. -0 „0,51976,..0 w 13)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. `-GjgreIY" , ceY 14)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)250 lb down and 73 lb up at 6-2-4, .S' 6 and 250 lb down and 73 lb up at 3-5-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. r��NAL 15)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). q..49ArStAgtegPgandard February 18,2016 1 NORM a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MrrEK REFERENCE PAGE MII-7473 rev.10/0312015 BEFORE USE. Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and is for an individual building component,not �Q a truss system.Before use,the building designer must verity the applicability of design parameters and property incorporate this design into the overall building design.Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/T711 Qua81y Criteria,058-89 and BCSI Building Component 250 Klug Circle Safely Inlorma8on available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741268 B1600175 UOIA California Girder 7 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:40:06 2016 Page 2 I D:PkD_XJGOgL_6gjCg 1 SXZKzswSO-C5pPNU 1 tDiU 2 M?kgpzs3RoLPJY4mm t BBhpFRpQzjuBd LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-64,2-3=-80,3-4=64,7-8=-20,6-7=-25(F=-5),5-6—20 Concentrated Loads(lb) Vert:2=250 3=-250 ® 1 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. it Design valid for use only with MBek®connectors.This design is based only upon parameters shown,and is for an individual building component,not , a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing ®1.' M'T is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the �Y� 1 If. fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TNt QuaBly Criteria,DSB-89 and BCS1 Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.lee Street,Suite 312,Alexandria,VA 22314. - Corona,CA 92880 t Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741269 B1600175 UO2 COMMON GIRDER 2 2 Job Reference(optional)_ Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:40:07 2016 Page 1 ID:PkO_XjG0gL_6g1Cg1 SXZKzsw5O-gHNnag2V_?cvz9J0NgNIzOucAxMGVKzKwT??LszjuBc I 2-5-0 I 4-10-0 7-2-7 I 9-6-14 I 2-5-0 2-5-0 2-4-7 2-4-7 4x4= Scale=1:21.8 3 5.00 12 14 13 3x4% 12 "�� 15 3x4 J 5x12 MT18H-- 16 5x12 MT18H 11 d, \\\/�r 5 1 / / �\ \ �� ` \ \ " / '/ / P 17 18 9 19 8 20 7 21 22 6 HUS26 8x8 = HUS26 6x8= HUS26 8x8 = 102x4 II 2x4 HUS26 I 2-5-0 4-10-0 7-2-7 I 9-614 I 2-5-0 2-5-0 2-4-7 2-4-7 _Plate Offsets(X,Y)– 17:0-3-4.0-4-4118:0-4-0,0-4-41,19:0-2-12.0-4-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.19 Vert(LL) -0.03 8-9 >999 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.55 Vert(TL) -0.06 8-9 >999 180 MT18H 220/195 TCDL 7.0 Rep Stress Incr NO WB 0.92 Horz(TL) 0-01 6 n/a n/a BCLL 0.0` Code IBC20127TPI2007 (Matrix) Weight:114 lb FT=10% BCDL 10-0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x6 DF No.2 end verticals. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0�� .ii 14)rr R 0F s REACTIONS. (lb/size) 10=3677/0-3-8,6=3597/Mechanical GJ\ (y)NE s/ Max Horz 10=39(LC 10) ,� �N F19 0� Max Uplift 10=-802(LC 10),6=784(LC 11) - cc 89782PE 1' FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-11=-4219/919,2-11=-4188/923,2-12=-3791/840,12-13=-3775/841,3-13=-3767/844, 3-14=-3766/845,14-15=-3774/841,4-15=-3789/840,4-16=-4053/893,5-16=-4083/890, 1-10=-3268/726,5-6=-3266/725 v h BOT CHORD 9-19=-868/3866,8-19=868/3866,8-20=802/3741,7-20=802/3741 -9 OREGONr], o� ` WEBS 2-9=-119/392,2-8=-507/159,3-8=-58212710,4-8=355/125,4-7=-109/259, 20 1-9=-894/4170,5-7=-874/4075 -1i4 AlAy 1 (itQ NOTES- PA U � ,� 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-7-0 oc. EXPIRES: 2/31/2016 Bottom chords connected as follows:2x6-2 rows staggered at 0-5-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only toads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone;cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);CategoryII;Exp B;Fully Exp.;Ct=1 5)Unbalanced snow toads have been considered for this design. 0:11%,'. AS 6)All plates are MT20 plates unless otherwise indicated. lb 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.8)"This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will . `" fit between the bottom chord and any other members. 4 !; 9)A plate rating reduction of 20%has been applied for the green lumber members. 10)Refer to girder(s)for truss to truss connections. i` 7 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) ' 4 51976 $' 10=802,6=784- 0.1' � fi'��S f E � 12)This truss has been designed for a moving concentrated load of 250.O1b live and 17.01b dead located at all mid panels and at all panel •'''4,„ (j points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. `/ONAL- 13)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. Continued on page 2 February 18,2016 1 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. la Design valid for use only with MiTekE connectors.This design is based only upon parameters shown,and is tor on individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 r I'� Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741269 /31600175 UO2 COMMON GIRDER 2 n -� L Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc_ Thu Feb 18 12:40:07 2016 Page 2 lD:PkD_XjGOgL_6gjCg1SXZKzsw50-gHNnag2V_?cvz9JONgNIzOucAxMGVKzKwT??LszjuBc NOTES- 14)Use Simpson Strong-Tie HUS26(14-10d Girder,4-10d Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max.starting at 1-8-12 from the left end to 7-8-12 to connect truss(es)to back face of bottom chord. 15)Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(pIt) Vert:1-3=64,3-5=-64,6-10=-20 Concentrated Loads(Ib) Vert:18=-1624(B)19=-1624(B)20=-1624(B)21=1624(B) • c � ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/032015 BEFORE USE. s Design valid for use only with Mdek®connectors.This design is based only upon parameters shown,and n for on individual budding component,not .. a truss system.Before use,the building designer must verity the applicability of design parameters and property incorporate this design into the overall building design.Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing Mire k' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the a� fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/fPit Qually Criteria,DSB-89 and BCSI Budding Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. - Corona,CA 92880 t Job Truss Truss Type Qty Ply EPR Design-Memory Care 4- K1741270 61600175 003 COMMON GIRDER 2 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:40:08 2016 Page 1 ID:PkD_XjGOgL_6gjCg1 SXZKzsw50-8Ux9oA28IJklbJuCxOvXW DRmYLeGEouU97kYttzjuBb - a •_ a - 2-5-0 2-5-0 2-4-7 2-4-7 4x6= Scale=1:23.1 3 5.00[-,-, - \4 13 . 15 3x4 3x4% 12 / ' \\\ 2 I 5x12 MT18H= 11 , �, 16 5x12 MT18H= n 17 9 18 8 19 20 7 8x8 = 21 6 = 8x8 = HUS26 HUS26 10 8x83x6 II 2x4 H HUS26 HUS26 HUS26 1 2-5-0 I 4-4-12 i 7-2-7 I 9-6-14 i 2-5-0 1-11-12 2-9-11 2-4-7 Plate Offsets X Y 1:Ed.e 0-2-6 3:0-3-0 0-1-8 5:0-3-9 Ed.e :0-3-9.0-4-121[8:0-4-0,0-4-12],M:0-3-9.0-4-8j LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.28 Vert(LL) -0.05 7-8 >999 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.82 Vert(TL) -0.08 7-8 >999 180 MT18H 220/195 TCDL 7.0 Rep Stress!nor NO WB 0.88 Horz(TL) 0.01 6 n/a n/a BCLL 0.0* Code IBC2012/TPI2007 (Matrix) Weight:115 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-9-13 oc purlins, except BOT CHORD 2x6 DF No.2 end verticals_ WEBS 2x4 DF Std G"Except* BOT CHORD Rigid ceiling directly applied or 10-0-0.• . 4)R W2,W8:2x4 DF No.1&Btr G ,�5�,�`• �FFS' REACTIONS. (lb/size) 10=6306/0-3-8,6=5722/Mechanical r Co NG�N��1 /O1 Max Horz 10=39(LC 10) (44 Max Uplift 10=1100(LC 10),6=-962(LC 11) 89782 P E "3:7_. FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-11=-5781/915,2-11=-5746/919,2-12=-5747/933,12-13=-5734/934,3-13=-5723/937, 3-14=-5014/834,1415=5026/830,4-15=5037/829, -16=-5937/991,5-16=5974/987, (0 1-10=-4460/723,5-6=-4752/8019 OREGON � Q`'* BOT CHORD 9-18=-86415304,8-18=-86415304,8-19=-89215481,19-20=892/5481,7-20=892/5481 2 20 ' WEBS 3-8=-624/3974,4-8=-1033/244,4-7=-161/880,1-9=-890/5722,5-7=971/5967 -7iQ -9RY 1` • Q ' NOTES- 1''A U L 9' 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-7-0 oc. EXPIRES: 12/31/2016 Bottom chords connected as follows:2x6-2 rows staggered at 0-3-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCOL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone;cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1_60 4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 5)Unbalanced snow loads have been considered for this design. WAS 6)All plates are MT20 plates unless otherwise indicated. ' 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. - / `°' 8)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ' j` •'a `., fit between the bottom chord and any other members. 9)A plate rating reduction of 20%has been applied for the green lumber members. 10)Refer to girder(s)for truss to truss connections. l rfil , 11)Provide metal plate or equivalent at bearing(s)6 to support reaction shown. ' S 1976 12)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) O0 (iIS f 6gtG 62. 13)This ss has6been designed for a moving concentrated load of 250.OIb live and 17.0Ib dead located at all mid panels and at all panel s`YZ0NAL Vll(i points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 14)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. Continued on page 2 February 18,2016 1 / A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MH-7473 rev.18A1312015 BEFORE USE. MN. Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and is for an individual budding component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPl1 Quality Criteria,DS8-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741270 B1600175 UO3 COMMON GIRDER 2 ..�, 2 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:40:08 2016 Page 2 ID:PkD_XJGOgL_6gjCg t SXZKzsw50-8Ux9oA28lJ klbJu CxOvX W DRmYLeGEouU97kYtlzjuBb NOTES- 15)Use Simpson Strong-Tie HUS26(14-10d Girder,4-10d Truss)or equivalent at 0-1-13 from the left end to connect truss(es)to back face of bottom chord. 16)Use Simpson Strong-Tie HUS26(14-16d Girder,4-16d Truss)or equivalent at 2-4-12 from the left end to connect truss(es)to back face of bottom chord. 17)Use Simpson Strong-Tie HUS26(14-10d Girder,6-10d Truss)or equivalent spaced at 2-0-0 oc max.starting at 4-4-12 from the left end to 8-4-12 to connect truss(es)to back face of bottom chord. 18)Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-64,3-5=-64,6-10=-20 Concentrated Loads(Ib) Vert:10=-1628(B)9=2591(B)8=-2376(B)20=-2396(B)21=-2259(B) • t � ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M!1-7473 rev,1003/2015 BEFORE USE. Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and is for on individual building component,not , a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mel( is akvays required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPIt Quality Criteria,DSB-BE and BCSI BuBding Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply EPR Design-Memory Care ti. K1741271 B1600175 U04 COMMON GIRDER 2 2 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc.Thu Feb 18 12:40:09 2016 Page 1 ID:PkD_XJGOgL_6gjCg1 SXZKzsw50-cgVX?V 3mVdscDTTPV5Qm2Rzzp14hzFBdNnU6QizjuBa I 2-5-0 I 4-10-0 I 7-2-7 I 9-6-14 I 2-5-0 2-5-0 2-4-7 2-4-7 4x4 = Scale=1:23.1 3 5.00112 13 rr �14\ \5 3x4 3x4% 12 2 -- �---- 5x12 MT18H% 11_,,,,,,„,-------- 16 5x12 MT18H — ril . it, N j 1l1I1l1 I=!I II� 18 9 19 20 8 21 22 7 6x8= 23 6 10 17 8x8= 6x8=014 MUS26 MUS26 2x4 I I 2x4 II HUS26 HUS26 MUS26 l 2-5-0 I 4-10-0 I 7-2-7 9-6-14 I 2-5-0 2-5-0 2-4-7 2-4-7 Plate Offsets(X.Y)— 17:0-3-9.0-4-41.18:0-4-0.0-3-121,19:0-3-4.0-4-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) 1/defl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.18 Vert(LL) -0.02 8-9 >999 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.42 Vert(TL) -0.05 8-9 >999 180 MT18H 220/195 TCDL 7.0 Rep Stress lncr NO WB 0.87 Horz(TL) 0.01 6 n/a n/a BCLL 0.0' Code IBC2012/TP12007 BCDL 10.0 (Matrix} Weight:114 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.18Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x6 DF No.2 end verticals. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 ?ittgpno OF� ' REACTIONS. (Ib/size) 10=4838/0-3-8,6=3465/Mechanical \COQ��N1GINE' • cSs/O Max Horz 10=39(LC 10) . . Max Uplift 10=-895(LC 10),6=-707(LC 11) 44.7 -3:7 `r' 89782PE v.- FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-11=-40061722,2-11=-39761726,2-12=-3300/658,12-13=-3284/660,3-13=3276/663, 3-14=-3277/663,14-15=-3282/660,4-15=-3300/659,4-16=-34791711,5-16=-3507/707, 1-10=-3105/576,5-6=2810/581 BOT CHORD 9-19=-687/3670,19-20=-687/3670,8-20=687/3670,8-21=-635/3211,21-22=-635/3211, A 92©RECON qh 7-22=-635/3211 WEBS 2-9=-111/694,2-8=-832/143,3-8=-045/2338,4-8=285/126,4-7=-108/255, -7i�y�AIR Y A 5 ,Q 1-9=-699/3958,5-7=-691/3497 'i f,, 1;\-N4U L �� NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-7-0 oc. EXPIRES: 12/31/2016 Bottom chords connected as follows:2x6-2 rows staggered at 0-3-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone;cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 Ov WAS141 5)Unbalanced snow loads have been considered for this design. jlr� 6)All plates are MT20 plates unless otherwise indicated. . G'Jd 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. • i 8)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will $` fit between the bottom chord and any other members. 9)A plate rating reduction of 20%has been applied for the green lumber members. 4` 10)Refer to girder(s)for truss to truss connections. 15 51976 $4 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) O �' GISTER� 10=895,6=707. 12)This truss has been designed for a moving concentrated load of 250.01b live and 17.01b dead located at all mid panels and at all panel 4-'siAL '\46 points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 13)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. Continued on page 2 February 18,2016 a e A WARNING-Verify design parameters and READ NOTES ON 7785 AND INCLUDED MIMIC REFERENCE PAGE MIF7473 fee.10/03/2015 BEFORE USE. 1111 Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the appffcablity of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTel." is always required for stability and to prevent collapse with possible personal injury and properly damage.For general guidance regarding the IY1 ! R fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/rplt Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. - Corona,CA 92880 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741271 B1600175 U04 COMMON GIRDER 2 -4 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:40:10 2016 Page 2 ID:PkD_XjGOgL_6gjCg1 SXZKzsw50-4s2wCr40Gw_Tgd2b2px?beW8Z9QwiiRncRDfyBzjuBZ NOTES- 14)Use Simpson Strong-Tie HUS26(14-10d Girder,6-10d Truss,Single Ply Girder)or equivalent at 0-5-12 from the left end to connect truss(es)to front face of bottom chord. 15)Use Simpson Strong-Tie HUS26(14-10d Girder,4-10d Truss)or equivalent at 2-5-12 from the left end to connect truss(es)to front face of bottom chord. 16)Use Simpson Strong-Tie MUS26(6-1Od Girder,6-10d Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max.starting at 4-5-12 from the left end to 8-5-12 to connect truss(es)to front face of bottom chord. 17)Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-64,3-5=-64,6-10=-20 Concentrated Loads(lb) Vert:9=1840(F)17=-1938(F)20=-1249(F)22=-1249(F)23=-1249(F) ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M8-7473 rev.10/0312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design e based only upon parameters shown,and is for on individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall n building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/M1 Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Informollon available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 (. Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741272 B1600175 005 COMMON GIRDER 1 2 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:40:11 2016 Page 1 ID:PkD_XJGogL_6giCg1SXZKzsw5O-Y3c1QB501 E7KSndncWSE8s3H9ZiCRAHwrSzCUdzjuBY I 2-5-0 4-10-0 I 7-2-7 I 9-6-14 I 2-5-0 2-5-0 2-4-7 2-4-7 4x4 II Scale=1:22.0 3 5.00 12 13 P1 \14 3x4% 12 j ------.� \5 3x4 C 2 / \�= \4 5x12 MT18H% 11 j '� 4\ 16 5x12 MT18H= 1 u' , `� I oS ren �� 111111 M111011111 `■fi r,1 ��IllIMEll.MIMIi hIll/\ 17 18 9 19 20 8 21 22 7 8x8= 23 24 6 MUS26 6x8—MUS26 8x8— HUS26 HUS26 10 2x4 11 2x4 H HUS26 1 2-5-0 I 4-10-0 7-2-7 9-6-14 I 2-5-0 2-5-0 2-4-7 2-4-7 Plate Offsets(KY)– [1:Edge.0-2-0],[5:0-3-9.Edge],[7:0-3-9,0-4-121.[.8:0-4-0,0-4-8],[9:0-3-4,0-4-4] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in NO 1/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.26 Vert(LL) -0.04 7-8 >999 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.61 Vert(TL) -0.06 7-8 >999 180 MT18H 220/195 TCDL 7.0 Rep Stress Incr NO WB 0.77 Horz(TL) 0.01 6 n/a n/a BCLL 0.0 Code IBC2012/TP12007 (Matrix) Weight:114 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purtins, except BOT CHORD 2x6 DF No.2 end verticals. WEBS 2x4 DF Std G'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0•• • W2,W8:2x4 DF No.1&Btr G '��' �PR�F�`S'cS' �co NGIN�EF �° REACTIONS. (Ib/size) 10=4658/0-3-8,6=5827/Mechanical 'C? <6. Max Horz 10=39(LC 10) -$7 Max Uplift 10=-903(LC 10),6=-1049(LC 11) 4t"• 89 782 P E t-- FORCES. FORCES. (Ib)-Max.Comp./Max.Ten.-Alt forces 250(lb)or less except when shown. TOP CHORD 1-11=4804/905,2-11=-4773/909,2-12=-4828/872,12-13=-4812/873,3-13=-4804/877, 3-14=-4799/877,14-15=-410/874,4-15=-4822/872,4-16=-5435/952,5-16=-5469/948, (....- 10 X 1-10=-3712/715,5-6=-4358/771 9 OREGON BOT CHORD 9-19=-855/4406,19-20=855/4406,8-20=-855/4406,8-21=856/5017,21-22=-856/5017, 7-22=-856/5017 �i4 L��Ry 1 6 2 !�Q WEBS 2-9=-149/276,2-8=-3111106,3-8=-607/3496,4-8=-7611156,4-7=-128/663, '1 PA U` R0 1-9=-880/4752,5-7=-932/5464 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: EXPIRES: 12/31/2016 Top chords connected as follows:2x4-1 row at 0-7-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-3-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. • 3)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS PAUL v� • (envelope)gable end zone;cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 OV WAS � 4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 � 5)Unbalanced snow loads have been considered for this design. — .�• r►•�a 6)All plates are MT20 plates unless otherwise indicated. A 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ., fit between the bottom chord and any other members. /'f' 9)A plate rating reduction of 20%has been applied for the green lumber members. rfl 51976 9 wk. 10)Refer to girder(s)for truss to truss connections. O; �GISTEg 11)Provide metal plate or equivalent at bearing(s)6 to support reaction shown. 12)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) s`310NALS1� 10=903,6=1049. Continued on page 2 February 18,2016 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M&7473 rev.10/032015 BEFORE USE. t Design valid for use only with MiTeke connectors.This design is based only upon parameters shown,and is for on individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is aWays required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP11 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 } Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741272 61600175 U05 COMMON GIRDER 1 I' 2 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:40:11 2016 Page 2 ID:PkD_XJGOgL_6gjCg1SXZKzsw5O-Y3cIQB501E7KSndncWSE8s3H9ZICRAHwr5zCU4zjuBY NOTES- 13)This truss has been designed for a moving concentrated load of 250.0Ib live and 17.OIb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live toads. 14)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 15)Use Simpson Strong-Tie MUS26(6-1(kGirder,6-10d Truss)or equivalent spaced at 2-0-0 oc max.starting at 0-9-12 from the left end to 2-9-12 to connect truss(es)to back face of bottom chord. 16)Use Simpson Strong-Tie HUS26(14-10d Girder,6-1Od Truss)or equivalent spaced at 2-0-0 oc max_starting at 4-9-12 from the left end to 6-9-12 to connect truss(es)to back face of bottom chord. 17)Use Simpson Strong-Tie HUS26(14-10d Girder,6-10d Truss,Single Ply Girder)or equivalent at 8-9-12 from the left end to connect truss(es)to back face of bottom chord. 18)Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(ptf) Vert 1-3=64,3-5=64,6-10=20 Concentrated Loads(lb) Vert:8=-2459(8)17=-1368(0)19=-1368(B)22=-2361(B)24=2151(B) • he- A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the budding designer must verity the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing MiT k' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the 1�� fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPIt Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available horn Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 41. Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741273 B1600175 Vol GABLE 2 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:40:11 2016 Page 1 ID:PkD_XJGOgL_6gjCg1 SXZKzsw50-Y3cIQB501 E7KSndncWSE8s3GSZIFRLLwr5zCUdzjuBY I 6-9-8 I 6-9-8 Scale=1:19.4 4 2x4 1//5.00 112 2x4 II 3 I — / 11 ,-,-,- 10 9 / 2x4 I I j c 2 - / 8 / ,/.-- / t j 2x4 = 13 7 14 6 15 5 2x4 11 2x4 11 2x4 11 1 2-0-0 6-9-8 1 2-0-0 4-9-8 LOADING(psf) SPACING- 2-0-0 CSL DEFL. in (lac) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.37 Vert(LL) n/a - n/a 999 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.42 Vert(TL) n/a - n/a 999 TCDL 7.0 Rep Stress!nor YES WB 0.06 Horz(TL) 0.00 n/a n/a BCLL 0.0' Code IBC2012/TP12007 (Matrix) Weight:27 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 OF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G end verticals. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc brae.. OTHERS 2x4 DF Std G MiTek recommends that Stabilizer rid Rez,.. ..•. be installed during truss erectio ...J. . 1�f .Y Installation guide. REACTIONS. (!b/size) 5=77/4-9-8,6=116/4-9-8,7=365!4-9-8 44,Max Horz 7=126(LC 12) 89 782 P E li Max Uplift 5=-12(LC 12),6=-322(LC 29),7=-68(LC 8) Max Gray 5=298(LC 37),6=314(LC 36),7=694(LC 29) FORCES. (Ib)-Max.Comp./Max.Ten.-Alt forces 250(lb)or less except when shown. TOP CHORD 4-5=-279/51 (....- h WEBS 3-6=281/158,2-7=353/199 . -9+OREGON 4� , NOTES- -7i4 �xlRY 15? <4` Ii- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=258;Cat.Il;Exp B;enclosed;MWFRS PA UL C\J (envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 3-7-11,Exterior(2)3-7-11 to 6-7-11 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry EXPIRES: 12/31/2016 Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 4)Unbalanced snow loads have been considered for this design. 5)Gable studs spaced at 2-0-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tail by 2-0-0 wide will AUL RI fit between the bottom chord and any other members. V, "t ,,,ei 8)AA plate rating reduction of 20%has been applied for the green lumber members. Qp 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5,7 except(jt=1b) ,Si) C 6=322. Q •�-.L I 0 10)Non Standard bearing condition. Review required. `L F 11)This truss has been designed for a moving concentrated load of 250.OIb live and 17.0Ib dead located at all mid panels and at all panel ,/ •, points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 12)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. „p .4, 51976 9 w 3v4 OzsT,O . ' ss'ONAL 06 February 18,2016 I t ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/032015 BEFORE USE. Design void for use only with MSekillt connectors.This design is based only upon parameters shown,and is for an individual building component.not 11111111., a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSt/TPIl Qualify Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 ilk Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741274 B1600175 V02 Monopitch 6 1 -+ Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 - 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:40:12 2016 Page 1 ID:PkD_XJGOgL_egjCg1SXZKzsw5O-1FAgdX6eoYFB4wCzAEzTg3bLgy6EAo9331im03zjuBX 2-2-12 I 6-9-8 2-2-12 4-6-12 3x6 II Scale=1:20.6 3 '<('s ° PR°FFsis01 ���� �5 GIN ESR ,,j� 5.00 12 I 4 89782PE VV9� 10 ______9_,_,------ 8 v 2x4 I V OREGON 'h'Sr �� 9,4 �qRY 1b'rt?le,� 6 r PAUL ir ,- 1 '� i• ,Il ijiii IP II' I r I EXPIRES: 12/31/2016 3x4= 11 M. 12 4 Old 5 2x4 I I 4x4 I I H 2-0-0 I 6-9-8 I 2-0-0 4-9-6 Plate Offsets(X,Y)— ]3:0-3-0,0-1.4],I4:Edoe.0-3-9] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.72 Vert(LL) -0.04 4-5 >999 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.37 Vert(TL) -0.05 4-5 >994 180 TCDL 7-0 Rep Stress tncr YES WB 0_09 Horz(TL) -0.00 4 n/a n/a BCLL 0.0' Code IBC2012/TP12007 (Matrix) Weight:24 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF Na1&Btr G end verticals. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=138/Mechanical,5=420/0-5-8 Max Horz 5=126(LC 12) Max Uplift4=-80(LC 12),5=-90(LC 8) Max Gray 4=323(LC 27),5=572(LC 28) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown- . TOP CHORD 34=288/121 WEBS 2-5=-337/289 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 3-7-11,Exterior(2)3-7-11 to 6-7-11 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. • pAjj I • kt, 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,5. * o1 VASI4,, 9)This truss has been designed for a moving concentrated load of 250.0Ib live and 17.0lb dead located at all mid panels and at all panel '('' G,y points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. v :r '0 - 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. ^' I 519'76 ° crsm- SsI0NAL'9 February 18,2016 ,... WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M/1-7473 rev.t0N3/2015 BEFORE USE. Design valid for use only with Mit eke connectors.This design is based only upon parameters shown,and is for an individual building component,not Mil .. a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mi is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the nn Rk' fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPit Quality Criteria,058-89 and SCSI Bonding Component 250 Klug Circle Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741275 B1600175 WO1 Roof Special Girder 2 2 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc.Thu Feb 18 12:40:14 2016 Page 1 ID:PkD_XJGOgL_6gjCg1 SXZKzsw5O-zelQ2D7uK9VvJELMHf x1UhnFmjFeYAMX3Bs5yzjuBV I 1-11-12 1 5-1-5 I7-8-13 8(l-lp 10-0-0 1 1-11-12 3-1-9 2-7-8 0-5-0 1-10-3 4x4= 5x6= Scale=1:33.0 5.00 Iii 5 23 6 22 3x4 .r Special q 21 Special 2x4= 2 14x6= 4x419 3 lliW 13 I�IIIMMI ■0■ILM ■O1WOtI 1s 2x4= ' j 4 -N,111 S3x6= IMI rili11L' -' 11111 r111■_ -I 24. 0.741125 9 26 27 8 28 29 30 11 7 2x4 I 4x6= 3x4= LUS24 8x8= 3x6 II HGUS26-2 TJC37 Special HUS26 o-q-1 1-11-12 1 5-1-5 I 7-8-13 I10-0-0 I 041 1-11-11 3-1-9 2-7-8 2-3-3 Plate Offsets(X,Y)— [1:0-2-12.0-2-01[2:0-2-0.0-2-4],[6:0-3-0.0-2-01[7:0-4-0,0-1-81[8:0-1-15,0-4-121[10:0-2-12,0-2-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL- in (Ioe) tidefl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.33 Vert(LL) -0.04 8-9 >999 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 8C 0.65 Vert(TL) -0.07 8-9 >999 180 TCDL 7.0 Rep Stress Incr NO WB 0.76 Horz(TL) 0.01 7 n/a n/a BCLL 0.0' Code IBC20121TPI2007 (Matrix) Weight:158 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x6 OF Not end verticals,and 2-0-0 oc purlins(6-0-0 max - - -6. WEBS 2x4 DF Std G*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0•- • t.r-t R"F W11,W4,W6,W8,W10,W12:2x4 DF No.1&Btr G JOINTS 1 Brace at Jt(s):1,6,15 co�{LR �ss REACTIONS. (lb/size) 11=2580/0-5-8,7=4143/Mechanical �� tiNG�NE�R /Q2� Max Horz 11=103(LC 10) 41.7 Max Upliftll=-810(LC 10),7=-1503(LC 10) 89782PE l Max Gray 11=2623(LC 29),7=4183(LC 29) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-11=-2455/753,3-19=3812/1327,3-20—3376/1230,20-21/757, 243335/1232,4-1483041/118p 4091/1380, 9 OREGON OAtrr) 4-22=-2232/801,5-22=-2180/807,5-23=-2017/768,6-23=-2017/768,7-16=-3882/1469, '•,�n4/e, y� 9 fl 6-16=-3882/1469 R` Ry �/ BOT CHORD 10-25=-942/2728,9-25=-942/2728,9-26=-1295/3455,26-27=-1295/3455, 'f Pa U L , 8-27=-129513455 WEBS 1-10=-1052/3455,2-10=-2650/903,2-9=-440/906,9-12=457/862,4-12=-457/862, 4-13=-1839/717,8-13=-1857[712,8-14=-271/710,5-14=-271/709,8-15=-1653/4392, EXPIRES: 12/31/2 1 6-15=-1650/4373,3-12=445/107 6 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-3-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-5-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply *,WA8 • connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.It;Exp B;enclosed;MWFRS t ,./;40,,,c!,,, � (envelope)gable end zone;cantilever left and right exposed;Lumber DOL=1.60 plate gap DOL=1.60 ' !' a t`'' O 4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 .4 It y 5)Unbalanced snow loads have been considered for this design. 6)Provide adequate drainage to prevent water ponding. -"'rr 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5197E 8)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ) �� 73T n19 fit between the bottom chord and any other members. ,,j' (jj 9)A plate rating reduction of 20%has been applied for the green lumber members. `yIONAL1 10)Refer to girder(s)for truss to truss connections. Continued on page 2 February 18,2016 I / IN ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mitek connectors,This design is based only upon parameters shown,and is for an individual building component,not Q a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing Milek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,detvery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Balding Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741275 81600175 WO1 Roof Special Girder 2 2 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:40:14 2016 Page 2 ID:PkD_XJG0gL_6gjCg 1 SXZKzsw5O-zeIQ2D7uK9VvJELMHf?xIUhnFmiFeYAMX3BS5yzjuB V NOTES- 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)11=810,7=1503. 12)This truss has been designed for a moving concentrated load of 250.OIb live and 17.OIb dead located at all mid panels and at all panel points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. 13)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 14)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 15)Use Simpson Strong-Tie LUS24(4-10d Girder,2-10d Truss,Single Ply Girder)or equivalent at 6-5-4 from the left end to connect truss(es)to front face of bottom chord. 16)Use Simpson Strong-Tie TJC37(4 nail,30-90)or equivalent at 8-2-14 from the left end to connect truss(es)to front face of bottom chord,skewed 45.0 deg.to the left,sloping 0.0 deg.down. 17)Use Simpson Strong-Tie HGUS26-2(20-10d Girder,6-10d Truss)or equivalent at 6-1-9 from the left end to connect truss(es)to back face of bottom chord. 18)Use Simpson Strong-Tie HUS26(14-10d Girder,4-10d Truss)or equivalent at 8-0-12 from the left end to connect truss(es)to back face of bottom chord. 19)Fill all nail holes where hanger is in contact with lumber. 20)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)58 lb down and 22 lb up at 0-6-12,and 802 lb down and 181 lb up at 2-6-12,and 802 lb down and 181 lb up at 4-5-4 on top chord,and 561 lb down and 133 lb up at 8-5-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-64,2-5=-64,5-6=64,7-11=-20 Concentrated Loads(Ib) Vert 17=-19 19=-752(F)21=-752(F)26=-1801(B)27=-52(F)28=1973(F=-106,B=-1867)29=-561(F) • e � .... WARNING-Yeriry design parameters and READ NOTES ON THIS AND INCLUDED M17EK REFERENCE PAGE M8.7413 rev.10N3/2015 BEFORE USE. Design valid for use only with M7ekS connectors.This design is based only upon parameters shown,and is for on individual budding component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing MiT@k" is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the nr, R fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPIt Quatty Crterin,DSI-89 and SCSI Bonding Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 11 Tru e EPR esign-Memory 81600175 X01 Truss Roof Special Girder 2 Qty Pry 1 Job Reference(optional) Care K1741276 Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:40:15 2016 Page 1 ID:PkD_XJGOgL_69JCg1 SXZKzsw50-RgspGZ8X5TdmxOwYrMXAliDy1 A9mN7MWmjxQdOz1OBU I 1-11-12 5-1-9 I 8-2-14 I 1-11-12 3-1-9 3-1-9 Scale=1:28.1 4 5.00 112 2x4 14 � 3x4 Special 3 13 : ���Q P R Ope, Special 4x4= 12 / NGINEjc `r/0 13x4 = 11 ,.\- le? �i1. in a 89782PE c' ....& no i\\ \ \ ��; �, \ s� OREGON �, H 1f n n I . l ii 2� �� Q� 15 16 6 t7II 5C ��� �A UL a 8 3x4= 3x4= LUS24 3x4—2x4 EXPIRES: 12/31/2016 1 1-11-12 1 5-1-5 8-2-14 1 1-11-12 3-1-9 3-1-9 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.33 Vert(LL) -0.02 6-7 >999 240 MT20 2201195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.32 Vert(TL) -0.03 6-7 >999 180 TCDL 7.0 Rep Stress Ina NO WB 0.25 Horz(TL) 0.00 5 n/a n/a BCLL 0.0 ' Code IBC2012/TP12007 (Matrix) Weight:49 lb FT=10% BCDL 10.0 _ LUMBER- BRACING- ' TOP CHORD 2x4 DF No.18Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.18Btr G end verticals,and 2-0-0 oc purlins(6-0-0 max.):1-2. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8=463/0-5-8,5=449/Mechanical Max Horz 8=114(LC 10) Max Uplift 8=-14(LC 10),5=-113(LC 10) Max Gray 8=515(LC 35),5=581(LC 24) FORCES. (lb)-Max-Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-8=-499/19,1-9=-40410,9-10=-404/0,2-10=-404/0,2-11=504/0,11-12=45210, • 12-13=-435/0,3-13=366/0,4-5=-274/60 BOT CHORD 7-16=-110/437,6-16=-110/437,6-17=76/417,5-17=-76/417 WEBS 1-7=0/575,2-7=373/27,3-6=0/346,3-5=-591/108 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone;cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10-0 psf bottom chord live load nonconcurrent with any other live loads. 6)"This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)A plate rating reduction of 20%has been applied for the green lumber members. • 8)Refer to girder(s)for truss to truss connections. Ov WAS114 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)8 except(jt=lb) / ti "1 {per 5=113. 5 010)This truss has been designed for a moving concentrated load of 250.DIb live and 17.Olb dead located at all mid panels and at all panel 4 • li f;" '' points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. \ 11)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. / Viz/ 12)Graphical purlin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord. 'p ,� 13)Use Simpson Strong-Tie LUS24(4-10d Girder,2-10d Truss,Single Ply Girder)or equivalent at 6-5-4 from the left end to connect +f' 51976�;p 42 truss(es)to front face of bottom chord. fl,k �cISTE,9 r 14)Fill all nail holes where hanger is in contact with lumber. S 15)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)58 lb down and 22 lb up at 0-6-12, 'S'I0NALO and 122 lb down and 13 lb up at 2-6-12,and 122 lb down and 13 lb up at 4-5-4 on top chord. The design/selection of such Continuedone ce(s)is the responsibility of others.page 2 February 18,2016 t _ / IIIII ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MrvEK REFERENCE PAGE MIf-7473 rev.10/032015 BEFORE USE. Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and is for an individual bidding component,not ,. a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the 1 fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/IP11 Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Informotton available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Oty Ply EPR Design-Memory Care K1741276 61600175 X01 Roof Special Girder 2 1 '4 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29.2015 MiTek Industries,Inc. Thu Feb 18 12:40:15 2016 Page 2 ID:PkD_XJG0gL_6glCg 1 SXZKzsw5O-RgspGZ8X5TdmxOwYrMXAliDylA9mN7MW mjxQdOzjuBU NOTES- 16)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=64,2-4=-64,5 8-20 Concentrated Loads(Ib) Vert:9=19 11=-87(F)13=-87(F)17=-52(F) 1 t e■ ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED Mn-EK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mitek®connectors,This design is based only upon parameters shown,and is for an individual building component,not ., a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overaN building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mil k is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the �, fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 f Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741277 1P" B1600175 Y01 GABLE 2 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:40:16 2016 Page 1 ID:PkD_XJGogL_6gjCg1 SXZKzsw5O-vOQBTv99smIdYYVIP32Prvm77aRW6Xgf_Ngz9rzjuBT 1 2-9-15 I 9-5-8 I 16-1-1 18-11-0 I 2-9-15 6-7-9 6-7-9 2-9-15 Scale=1:31.6 4x4= 16 4 17 3.54 12 2x4 I1 -------1 ---------- 2x4 II 3 ` 5 \`` 15/�:/i �' �` 18 YI 11 \` 19 3x4 ' ' �`\ 3x4 2 / -------.-._ ------.. 6 _ 20 PI qI ral iii 2x4 II Ems 2x411 id ga Iq 0 3x4 = 21 22 9 hal 23 24 3x4= o 2x41458= z a II 2-7-3 25 9-5-8 1 16-1-1 1 -113 18-11-0 I 2-7-3 0--2 6-7-9 6-7-9 0-2-12 2-7-3 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) 1/deft lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.37 Vert(LL) -0.13 8-9 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.54 Vert(TL) -0.21 8-9 >753 180 TCDL 7.0 Rep Stress Incl YES WB 0.43 Horz(TL) -0.01 8 n/a n/a BCLL 0.0* Code IBC2012ITPI2007 (Matrix) Weight:81 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 DF Std G`Except" JOINTS 1 Brace at Jt(s):11,12 W2:2x4 DF No.1&Btr G MiTek recommends that Stabilizer .l rqo q rE:a, ,4.�•. OTHERS 2x4 DF Std G be installed during truss erectio .�: • • I,T:r Installation guide- ,,Gjp .�G Ne,E'� 4© REACTIONS. (lb/size) 8=794/0-5-8,10=794/0-5-8 ,s‹..7 "Se- -‘...- Max Horz 10=56(LC 12) 89 782 P E r' Max Uplift 8=-273(LC 9),10=273(LC 8) Max Gray 8=804(LC 19),10=804(LC 18) FORCES. (Ib)-Max-Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-13=-225/760,2-13=-219/766,2-14=-628/95,14-15=-567/102,3-15=-565/103, • 9 OREGON N. 3-16=-562/113,4-16=-555/117,4-17=-555/117,5-17=-562/113,5-18=-565/104, 2� ZQ Z- 18-19=567/102,6-19=-628/95,6-20=-219/766,7-20=-225/760 L BOT CHORD 1-21=-78-23=-708/215,8/215,8-24=-708/215,7-24=-708/215 10-22=-7081215, - 15,9-22=-708/215,9-23=-708/215, ��'i PA(�L V`� WEBS 6-8=-678/351,2-10=-678/351,2-11=-198/816,9-11=-190/822,9-12=-190/822, 6-12=-198/816 NOTES- EXPIRES: 12/31/2016 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=42psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)0-0-0 to 2-9-15,Interior(1)2-9-15 to 6-5-8,Exterior(2)6-5-8 to 9-5-8,Interior(1)12-5-8 to 15-11-0 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry ,„ A,. Gable End Details as applicable,or consult qualified building designer as per ANSUTPI 1. V� 3)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 p4 WA:Str>, 1 4)Unbalanced snow loads have been considered for this design. S�' LIQ. 5)Gable studs spaced at 2-0-0 oc. �C°{ r..:� 0 • 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Er' • 7)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will Af ,• fit between the bottom chord and any other members. .- 8)A plate rating reduction of 20%has been applied for the green lumber members. ,qi r 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)8=273, + , 51976 10=273. '- .GISTS - 10)This truss has been designed for a moving concentrated load of 250.OIb live and 17.OIb dead located at all mid panels and at all panel .4' 6 points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. �ZONALE� 11)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. February 18,2016 A I !w ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MN-7473 rev.10A23/2015 BEFORE USE. Design void for use only with MOekli connectors.This design is based only upon parameters shown,and is for on individual building component,notmit a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design into the overall �S building design.Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing MMak' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/1911 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 a 3 Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741278 B1600175 Y02 QUEENPOST 2 1 �4 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:40:17 2016 Page 1 ID:PkD_X_IGOgL_6gjCg1SXZKzsw5O-NDzZhF9nd4tUAi4xznZeN7JGszfXrOboDIQXiHzjuBS 3-5-3 l 8-9-9 I 14-1-15 I 16-11-9 I 3-5-3 5-4-6 5-4-6 2-9-10 Scale=1:29.3 4x4= 3 3.54 }2 13 /-- / ��`\\'\ 14 12 /� / --- 15 3u6 3x6% / 16 4 2 \.\\� /- / �`\ . 17 2X4 II 2x4 ,--.6 \__\\ / i \.` L \ •••••1 / �( 9 7 t0 6 8 3x8= 3x4= 3x4 = I 8-9-9 16-11-9 _ I 8-9-9 _ 6-2-0 Plate Offsets(X.Y)— [2:0-2-8,0-1-8].[4:0-2-8,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) 1/deft Lk! PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.50 Vert(LL) -0.43 7-8 >460 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 1.00 Vert(TL) -0.75 7-8 >266 180 TCDL 7.0 Rep Stress Incr YES WB 0.27 Horz(TL) 0.03 6 n/a n/a BCLL 0.0 ' Code IBC2012/TPI2007 BCDL 10.0 (Matrix) Weight:79 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 OF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G end verticals. WEBS 2x4 DE Std G BOT CHORD Rigid ceiling directly applied or 1-4-12. . v Pc gP E MiTek recommends that Stabili • ,-. 1,- D� . be installed during truss erec',NS*r,.,,, vii..•.4- eb Installation guide. C;J REACTIONS. (lb/size) 8=700/0-5-8,6=700/Mechanical II 89782PE Max Hors 8=54(LC 12) vi Max Uptiftt=-169(LC 8),6=-165(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-12=-985/270,12-13=-938/272,3-13=-926/278,3-14=-926/278,14-15=-938/272, v X10 . 15-16=-959/267,4-16=-985/267,1-8=277/49,5-6=-268/78 'ST OREGONp BOT CHORD 8-9=-366/990,7-9=-366/990,7-10=315/843,6-10=-315/843 alt '4Ay A g r�' Q� WEBS 3-7=0/351,2-8=1153/418,4-6=-1056/395 T - PA U R��� NOTES- 1)Wind:ASCE 7-10;Vutt=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)0-1-13 to 3-2-1,Interior(1)3-2-1 to 5-9-9,Exterior(2)5-9-9 to 8-9-9,Interior(1)11-9-9 to EXPIRES: 12/31/2016 13-9-12 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design_ 4)This truss has been designed for a 10-0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide willUL fit between the bottom chord and any other members. • FA �i� 6)A plate rating reduction of 20%has been applied for the green lumber members. o 7)Refer to girder(s)for truss to truss connections. WA3_C, 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)8=169, / 1,„.---4.;.::,.° a • O 6=165. y►- r � , x 9)This truss has been designed for a moving concentrated load of 250.01b live and 17.0Ib dead located at all mid panels and at all panel �%' NiP7 points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. -y 17 �Tr 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. „p ,yr 51976 �; 1:?,., , �GISTE . ' SS40NALE -- February 18,2016 t I ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE Mir-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual bulding component,notlel a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M1Tek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the ," fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPl1 Quality Criteria,DS11-89 and BCSI Budding Component 250 King Circle Safely Intormotion available horn Truss Rote Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 6 r •4 Job Truss Truss Type Qty Ply EPR Design-Memory Care III K1741279 •. 81600175 Y03 Roof Spectral 2 1 Job Reference o.tional Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:40:17 2016 Page 1 ID:PkD_XjGOgL_6gjCg1SXZKzsw5O-NDzZhF9nd4tUAi4xznZeN7JAFzkarlZoD1QXiHzjuBS I 6-10-8 I 13-0-8 I 6-10-8 6-2-0 4x4 = Scale=1:27.0 3.54 112 3 ri 3x4% 8 2x4 11 ----� ��\\` 3x4 2 / \\— 4 1 j i r T.n ��� - % Y – N 12 6 13 5 7 2x4 H 3x8 = 2x4 0-1-6 .-10-8 1 -0-8 0-1-6 6-10-2 6-2-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL- in (lac) 1/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.86 Vert(LL) -0.20 6-7 >749 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.68 Vert(TL) -0.33 6-7 >457 180 TCDL 7.0 Rep Stress Incr YES WB 0.21 Horz(TL) -0.00 5 n/a n/a BOLL 0.0 Code IBC2012/TP12007 (Matrix) Weight:65 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&BIr G TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G end verticals. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bract. MiTek recommends that Stabilizer. .II h.".. . be installed during truss erectio aeti. I !.,t: Installation guide. ?„Gj _NG NE' -, /O REACTIONS. (lb/size) 7=536/0-7-0,5=536/Mechanical C -, Max Horz 7 44(LC 12) 89 782 P E 291”" Max Uplift7=-127(LC 8),5=-124(LC 9) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-8=-507/176,8-9=-462/176,9-10=-459/177,3-10=-450/183,3-11=462/186, 4-11=-506/180,1-7=-482/232,4-5=491/235 v h WEBS 2-6=-124/465,4-6=-134/474 ' ' -9/L OREGON o'er Q` NOTES- �i4� 'CRY �� \.,4�/� 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS PA UL R (envelope)gable end zone and C-C Exterior(2)0-1-13 to 3-1-13,Interior(1)3-1-13 to 3-10-8,Exterior(2)3-10-8 to 6-10-8 zone; cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TOLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 EXPIRES: 12/31/2016 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)`This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members_ 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. PAUL , 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)7=127, 5=124. 401 WASith 9)This truss has been designed for a movingconcentrated load of 250.OIb live and 17.OIb dead located at all midpanels and at allpanel -`V 9 S�' � OJ points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. r'3" ', O 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. - . -;y 1, 4 `i•,,/ rd =,r it,„ 5197 w . GzsTVR6G�sfONALV February 18,2016 t, f AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE Md-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Milek®connectors.This design is based only upon parameters shown,and is for an individual budding component,not ' a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mi P'f' eke is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TOIl Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 a 41 * Job Truss Truss Type Oty Ply EPR Design-Memory Care K1741280 B1600175 Y04 Roof Special 2 1 ;i, Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Feb 18 12:40:18 2016 Page 1 ID:PkD_XjGOgL_6gjCg1 SXZKzsw5O-rPXxuaAPOO?Lorf7WU4twKrO5N8iaW MyShA4E}zjuBR I 4-10-8 9-0-8 I 4-10-8 4-2-0 3.54 72 4x4= Scale=1:31.3 3 9 —..------ 10 3x4 ��/ � 3x4 2 / 1-�� \ 4 ' • ��R'D P R OFFss • CC 89782P �T • 6 M y OREGON o*t" mummummilimY7 �...7",j�t'xipY{- 56x? <.� MI imi 11 6 12 5' '1 PA UI— T'`� 7 2x4 I 3x8= 2x4 I I EXPIRES: 12/31/2016 0-0-6 4-10-8 9-0-8 I 0-0-6 4-10-2 4-2-0 Plate Offsets(X.Y)— 11:0-1-15.0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (too) 1/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.53 Vert(LL) -0.07 6-7 >999 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.43 Vert(TL) -0.11 6-7 >979 180 TCDL 7.0 Rep Stress'nor YES WB 0.11 Horz(TL) -0.00 5 n/a n/a BCLL 0.0* Code IBC2012/TPI2007 (Matrix) Weight:54 lb FT=10% BCDL 10.0 LUMBER- BRACING- - TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G end verticals_ WEBS2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 7=368/0-7-0,5=368/Mechanical Max Horz 7=33(LC 12) Max Uplift7=-82(LC 8),5=82(LC 9) Max Gray 7=416(LC 25),5=416(LC 36) FORCES. (lb)-Max_Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-7=378/188,4-5=-387/192 WEBS 2-6=-68/251,4-6=-90/270 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf,h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members, pAUL n 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)7,5. Av WASfrf, 9)This truss has been designed for a moving concentrated load of 250.0Ib live and 17.01b dead located at all mid panels and at all panel ' dii.' .��4r'. points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. J. , 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. r_ 51976,n 4/ 9,t , GFSTE .cc.''' AS's IONALOCI February 18,2016 I I w.r. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 1011-7473 rev.10/032015 BEFORE USE. Design valid for use only with Mack®connectors.This design is based only upon parameters shown,and is for an individual building component,not .. a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall a� building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing IY1 Ma k" is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the n fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/T911 Quality Criteria,058.89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 t4.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 • ----- ----imiumuq / Job Truss Truss Type Qty Ply EPR Design-Memory Care K1741281 *81600175 Y05 Roof Special 2 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek industries,Inc. Thu Feb 18 12:40:19 2016 Page 1 ID:PkD_XJGOgL_6gjCg1SXZKzsw5e-Jb5J5wB19h7CP?EK4Cb6SYOf4nSsJzl5hLvdm9zjuBQ I 2-10-8 5-0-8 I 2-10-8 2-2-0 3.54 112 4x4= Scale=1:34.4 2 7 8 2x4 II 2x4 { 6 m3 1 r \ <ore, 0 PROre, � �� NGIIVE�R /O 2 i 1 / i d 89782PE �r \ to 1 \\ 9,y OREGON �', 4 Y1 9i9 �-9/ir 15 1'l(Q` IrMol9 4 F'AUL '" ism5 3x4 = 3x4= 0-3-14 EXPIRES: 12/31/2016 5-0-8 ;6443-10 0-3-8 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) I/defl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.26 Vert(LL) -0.10 4-5 >571 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.56 Vert(TL) -0.16 4-5 >355 180 TCDL 7.0 Rep Stress Ina- YES WB 0.10 Horz(TL) 0.00 4 n/a n/a BCLL 0.0* Code IBC20121TPI2007 (Matrix) Weight:41 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-0-8 oc purlins, except BOT CHORD 2x4 OF No.1&Btr G end verticals. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5=199/0-7-0,4=199/Mechanical Max Horz 5=21(LC 12) Max Uplift5=-33(LC 8),4=-52(LC 8) Max Gray 5=348(LC 25),4=348(LC 28) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-5=-286/88,3-4=-281/65 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5,4. PAUL RI 9)This truss has been designed for a moving concentrated load of 250.OIb live and 17.Olb dead located at all mid panels and at all panel qtr t, points along the Top Chord and Bottom Chord,nonconcurrent with any other live loads. S�''Z'' ,bv WAS 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. C fef. r....- �0 - si97s 4 w� ° . 0..rsThV � SQ/ONAL f' February 18,2016 • ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERENCE PAGE MI674T3 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual budding component,not Mi. , a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and properly damage.for general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/rol1 Quality Criteria,055-89 and SCSI Bonding Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 1 r.....- *Symbols Numbering System A General Safety Notes 4PLATE LOCATION AND ORIENTATION s " Center plate on joint unless x,y 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property 1 /q offsets are indicated. I I (Drawings not to scale) Damage or Personal Injury r�a= Dimensions are in ft-in-sixteenths. ri� Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system,e.g. and fully embed teeth. diagonal or X-bracing,is always required. See BCSI. TOP CHORDS 1 „ 2. Truss bracing must be designed by an engineer.For 0'/16" 4 wide truss spacing,individual lateral braces themselves may require bracing,or alternative Tor I 116\16141114111 pbracing should be considered. O 12 111.4.111110, U a O 3. Never exceed the design loading shown and never U stack materials on inadequately braced trusses. III 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate • designer,erection supervisor,property owner and plates 0 'nd' from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint - required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. Connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from I CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. *Plate location details available in MiTek 20/20 NUMBERS/LETTERS. software or upon request. 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for PLATE SIZE ICC ES Reports: use with fire retardant,preservative treated,or green lumber. The first dimension is the plate 10.Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-1311,ESR-1352,ESR1988 responsibility of truss fabricator.General practice is to to slots.Second dimension is ER-3907, ESR-2362,ESR 1397,ESR 3282 camber for dead load deflection. the length parallel to slots. C 11.Platetype,size,orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and I in all respects,equal to or better than that i��� Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the specified. by text in the bracing section of the truss unless otherwise shown. 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 14.Bottom chords require lateral bracing at 10 ft.spacing, section 6.3 These truss designs rely on lumber values or less,if no ceiling is installed,unless otherwise noted. BEARING established by others. 15.Connections not shown are the responsibility of others. I Indicates location where bearings 1 b.Do not cut or alter truss member or plate without prior (supports)occur. Icons vary but ©2012 MiTek®All Rights Reserved approval of an engineer. AM■ reaction section indicates joint =WI III II number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. NM NM IL 18.Use of green or treated lumber may pose unacceptable .� environmental,health or performance risks.Consult with project engineer before use. Industry Standards: ANSI/TPI1: National Design Specification for Metal 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. and pictures]before use.Reviewing pictures alone DSB-89: Design Standard for Bracing. MiTeke' is not sufficient. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, 20.Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev. 10/03/2015