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Plans /P6'720/8- V/? --® /287 SW /32' 4CF MiTek® MiTek USA, Inc. 250 Klug Circle Corona,CA 92880 951-245-9525 Re: 18913 STONERIDGE PARC-1 STONERIDGE DEV-MASCORD 2230-E The truss drawing(s)referenced below have been prepared by MiTek USA,Inc.under my direct supervision based on the parameters provided by Pacific Lumber&Truss Co.. Pages or sheets covered by this seal: K2276565 thru K2276663 My license renewal date for the state of Oregon is December 31,2017. Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3 These truss designs rely on lumber values established by others. c ' , G N F�0i0 4.(�' �v 89200PE o � ,OREGON ,44/ i0 qy 14,2)\ P+ SFR R August 15,2016 Baxter,David IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdictions(s)identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown(e.g., loads, supports,dimensions, shapes and design codes),which were given to MiTek.Any project specific information included is for MiTek's customer's file reference purpose only,and was not taken into account in the preparation of these designs.MiTek has not independently verified the applicability of the design parameters or the designs for any particular building.Before use,the building designer should verify applicability of the design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1,Chapter 2. Job • , Truss Truss Type Qty Ply STONERIDGE DEV-MASCORD 2230-E K2276565 18913 4TONERIDGE_PAR-1A01 California Girder 1 1 N., Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 12:16:14 2016 Page 1 I D:EBcF6AQv5y0Z35p6Q4_oJdzXlFw-4E50WIQBQM5y7EYtLf_?z6??2uQYbuMpRdGjJxynbGF I -2-0-0 1 5-4-120-7 11-2-15 I 17-0-0 I 72-9-1 I 27-11-9 28-714 34-0-0 I 2-0-0 5-4-12 0-7-11 5-2-8 5-9-1 5-9-1 5-2-8 0-7-11 5-4-12 Scale=1:66.1 5x8 M18SHS% 5x8 M18SHS 6.00 12 4x8= 8x8= 4x8 = 9 3 4 21 22u,323 5, ki ,7, 7 X24 26,3 , 8 26 qf� Ra o of �� 10 1 2 _ c _ -s Lam' Io / 16 27 15 1413 12 28 11 5x8 M18SHS% 5x8 = 3x4 = 8x12 M18SHS= 3x4= 5x8= 5x8 M18SHS 3x4 II I 5-4-12 11-2-15 17-0-0 22-9-1 28-7-4 34-0-0 I 5-4-12 5-10-3 5-9-1 5-9-1 5-10-3 5-4-12 Plate Offsets(X.Y)-- [2:0-3-7.0-3-01.[5:0-3-8.0-2-0].[6:0-4-0.0-4-8],[7:0-3-8.0-2-0].[10:0-3-7.0-3-0].[11:0-3-8.0-2-8].[16:0-3-8.0-2-8] 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 0.84 Vert(LL) -0.70 14 >580 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.77 Vert(CT) -1.04 14 >390 180 M18SHS 220/195 TCDL 7.0 Rep Stress Incr NO WB 0.96 Horz(CT) 0.24 10 n/a n/a BCLL 0.0 * Code IBC2015/TP12014 (Matrix-M) Weight:190 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr*Except* TOP CHORD Structural wood sheathing directly applied or 2-2-11 oc purlins,except 3-6,6-8:2x6 DF 1800F 2.1E 2-0-0 oc purlins(2-6-6 max.):3-8. BOT CHORD 2x6 DF 2400F 2.0E BOT CHORD Rigid ceiling directly applied or 5-9-10 oc bracing. WEBS 2x4 DF Stud/Std*Except* WEBS 1 Row at midpt 5-16,7-11 5-16,7-11:2x4 DF No.1&Btr MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 10=2712/0-5-8,2=2847/0-5-8 Max Horz 2=97(LC 10) Max Uplift10=-852(LC 6),2=-880(LC 7) Max Gray 10=3050(LC 28),2=3112(LC 28) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-6598/1957,3-21=-5892/1789,21-22=-5897/1789,22-23=-5899/1789, 5-23=-5905/1788,5-6=-10186/2966,6-7=-10192/2967,7-24=-5926/1799, 24-25=-5918/1799,25-26=-5916/1799,8-26=-5912/1800,8-10=-6619/1968 BOT CHORD 2-16=-1754/5897,16-27=-2937/10186,15-27=-2937/10186,14-15=-3249/11451, 13-14=-3249/11451,12-13=-3249/11451,12-28=-2889/10192,11-28=-2889/10192, 10-11=-1715/5917 WEBS 3-16=-414/2163,5-16=-4682/1367,5-15=-27/757,6-15=-1385/400,6-14=0/328, 6-12=-1378/395,7-12=-22/751,7-11=-4667/1354,8-11=-421/2170 QED PROFF S 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 NCO _NO]N E�, c5s, /0 (envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 4.(C, -0- 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 Q- 89200 P E \----- 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. /�}�. 5)Provide adequate drainage to prevent water ponding. re }[/ 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. ', 4 OREGON�� /illi !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 7O y 74,2- F. r fit between the bottom chord and any other members. /1/ Q.i 9)Two RT5 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)10 and 2.This connection is for uplift V/FR A I L\- only and does not consider lateral forces. 10)Girder carries hip end with 6-0-0 end setback. 11)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. EXPIRES: 12/31/2017 12)Graphical purlirirepresentation does not depict the size or the orientation of the purlin along the top and/or bottom chord. /�U ust 15,2016 Continued on page 9 I I MEM ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev.10/03/2015 BEFORE USE. lilt 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/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 Job s Truss Truss Type Qty Ply STONERIDGE DEV-MASCORD 2230-E K2276565 189'1\3"STONERIDGE_PAR-1A01 California Girder 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 8 Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 12:16:14 2016 Page 2 ID:EBcF6AQv5y0Z35p6Q4_oJdzXlFw-4E50WIQBQM5y7EYtLf?z6??2uQYbuMpRdGjJxynbGF NOTES- 13)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)421 lb down and 214 lb up at 28-7-4,and 421 lb down and 214 lb up at 5-4-12 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=-64,3-8=-121,8-9=-64,8-10=-64,2-10=-38(F=-18) Concentrated Loads(Ib) Vert:3=-288 8=-288 t t A 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 MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not 1411111 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 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 STONERIDGE DEV-MASCORD 2230-E K2276566 18913_S bNERIDGE_PARC-1 A01A CALIFORNIA GIRDER 1 2 Job Reference(optional) Paitifc Lumber&Truss Co.,Beaverton,OR 97005 7.640 s Nov 10 2015 MiTek Industries,Inc. Mon Aug 15 13:59:19 2016 Page 1 ID:EBcF6AQv5y0Z35p6Q4_oJdzXlFw-93aut7231ZPg_Gspk_6fnpIGYHOWkOk4VU3?FHynYtM 20-0 1 2-5-8 1 5-4-12 5-11-11 9-4-14 13-5-9 1 -2- 17-6-4 21-2-12 24-11-5 28-0-5 28-714 34-0-0 36-0-0 2-0-0 2-5-8 2-11-4 0 -15 3-5-3 4-0-11 0 8-14 3-3-13 3-8-8 3-8-8 3-1-0 0-6-15 5-4-12 2-0-0 Scale=1:66.8 5x8 6.00 12 4x4= 3x8— 8x8= 3x4 II 5x8= 5x8 4 .8 29.5 ##...# 106 ea e. .z8 s-. 9 .r. r 10 MI r; En 3 _0,..14,111111111.— iihill —OW- IN rz 111 11 cn ,000 ,10 21 20 19 18 '='i 2 Ig 1o 10x20 T 31 3x4= 8x12 M18SHS= 17 16 15 14 13 5x8= 4x8 8x12— 12x20 I I 3x4 I I 3x6 = 3x8= 3x8.78 112 4x12 11 1 2-5-8 1 5-4-12 1 9-4-14 1 13-5-9 14-2-7 17-6-4 1 21-2-12 1 24-11-5 i 28-7-4 1 34-0-0 -..-I 2-5-8 2-11-4 4-0-2 4-0-11 0-8-14 3-3-13 3-8-8 3-8-8 3-7-15 5-4-12 Plate Offsets(X,Y)-- 12:0-3-12,0-0-141,17:0-4-0,0-4-81,f11:0-4-0,0-1-11,115:0-4-9,0-3-141,116:0-10-0,0-2-01,118:0-6-0,0-4-81,121:0-5-0,0-5-121 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 0.53 Vert(LL) -0.48 16-18 >846 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.78 Vert(CT) -0.73 16-18 >558 180 M18SHS 220/195 TCDL 7.0 Rep Stress Incr NO WB 0.77 Horz(CT) 0.19 11 n/a n/a BCLL 0.0 * Code IBC2015/TP12014 (Matrix-M) Weight:423 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr*Except* TOP CHORD Structural wood sheathing directly applied or 4-1-15 oc purlins,except 7-10,4-7:2x6 DF 1800F 2.1E 2-0-0 oc purlins(5-6-3 max.):4-10. BOT CHORD 2x6 DF 1800F 2.1E*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 15-18:2x6 DF 2400F 2.0E,2-22:2x4 DF No.1&Btr WEBS 2x4 DF Stud/Std*Except* 3-21:2x6 DF 1800F 2.1E REACTIONS. (lb/size) 11=3093/0-5-8,2=3194/0-5-8 Max Horz 2=72(LC 14) Max Uplift11=-786(LC 6),2=-814(LC 7) Max Gray 11=3368(LC 28),2=3476(LC 28) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-9938/2295,3-4=-8685/2042,4-28=-8052/1904,28-29=-8070/1908,5-29=-8080/1908, 5-6=-12291/2883,6-7=-14511/3360,7-8=-12833/2981,8-9=-12854/2988, 9-30=-6348/1498,10-30=-6326/1495,10-11=-7098/1649 BOT CHORD 20-21=-1971/8549,20-31=-2823/12291,19-31=-2823/12291,18-19=-3441/15041, 17-18=-3444/15069,16-17=-3420/14946,15-16=-3292/14511,14-15=-2233/9900, 13-14=-2230/9885,11-13=-1403/6336,2-21=-2033/8878 WEBS 4-20=-664/3100,5-20=-4819/1153,5-19=-210/1176,6-19=-3004/712,8-15=-328/113, 9-15=-803/3471,9-13=-4332/1055,10-13=-564/2701,9-14=-323/126,3-21=-188/1013, 3-20=-904/230,7-16=-188/1017,6-18=-77/656,6-16=-620/170,7-15=-2519/598 • �g`Ep P R OFFd' NOTES- Co GINS c- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: t . lGN 1 $ (�2 Top chords connected as follows:2x4-1 row at 0-7-0 oc,2x6-2 rows staggered at 0-7-0 oc. � 17 Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. 89200 P E c-- Webs 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. , 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 fr (envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 -y A_OREGON 44.1 4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 /— "meq y N 6 5)Unbalanced snow loads have been considered for this design. 1 4,2-° Q� 6)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs MFR RIO-R? non-concurrent with other live loads. 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. EXPIRES: 12/31/2017 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 August 15,2016 ContftSla1�1@ pottom chord and any other members. t 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 MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not11111 * 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,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 STONERIDGE DEV-MASCORD 2230-E K2276566 18913_5 0NERIDGE_PARC-1 AO1A CALIFORNIA GIRDER 1 2 Job Reference(optional) ‘Pa ific Lumber&Truss Co.,Beaverton,OR 97005 7.640 s Nov 10 2015 MiTek Industries,Inc. Mon Aug 15 13:59:19 2016 Page 2 ID:EBcF6AQv5y0Z35p6Q4_oJdzXIFw-93aut7231 ZPg_Gspk_6fnpIGYHOwkOk4VU3?FHynYtM NOTES- 11)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 12)Two RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)11 and 2.This connection is for uplift only and does not consider lateral forces. 13)"Semi-rigid pitchbreaks including heels"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.Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.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)550 lb down and 160 lb up at 5-11-11,and 300 lb down and 87 lb up at 28-0-5 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=-64,2-4=-64,4-28=-64,28-30=-144(F=-80),10-30=-64,10-12=-64,21-31=-20,11-31=-40(F=-20),21-25=-20 Concentrated Loads(Ib) Vert:28=-550(F)30=-300(F) t / rr. 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 Mi rek®O 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 MMTek" 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,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 I Job • s Truss Truss Type Qty Ply STONERIDGE DEV-MASCORD 2230-E K2276567 189t3_STONERIDGE_PAR-1A02 California 1 1 s F Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 12:16:17 2016 Page 1 ID:EBcF6AQv5y0Z35p6Q4_oJdzXIFw-Vpn88nS4jHTW hHSOoYibkcan5UYoNOF7bUNwGynbGC 1 -2-0-0 I 7-6-12 711111 13-9-6 I 20-2-10 I 26-0-5 26j-5i' 34-0-0 I 2-0-0 7-6-12 0-4-15 5-9-11 6-5-3 5-9-11 0-4-15 7-6-12 Scale=1:63.0 5x8 M18SHS 5x8 M18SHS 3x4 = 3x4= 6.00 12 �0 21 22 24 25 A 26 28 X290 Alit 31 vo 19 W \z �. 32 gv 18 v 2 7 M r� Iv 01/611 10 9 8 0 3x4= 5x6 W3x8 = B= 3x4= 3x8= 3x4= I 7-6-12 I17-0-0 26-5-4 34-0-0 I 7-6-12 9-5-4 9-5-4 7-6-12 Plate Offsets(X.Y)-- [2:0-8-0,0-0-14],[3:0-2-8.0-2-4].[6:0-2-8.0-2-4].[7:0-8-0.0-0-14] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.62 Vert(LL) -0.27 10 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.62 Vert(CT) -0.47 10-11 >863 180 M18SHS 220/195 TCDL 7.0 Rep Stress Incr YES WB 0.39 Horz(CT) 0.13 7 n/a n/a BCLL 0.0 Code IBC2015/TP12014 (Matrix-S) Weight:141 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied,except BOT CHORD 2x4 DF No.1&Btr 2-0-0 oc purlins(3-2-11 max.):3-6. WEBS 2x4 DF Stud/Std BOT CHORD Rigid ceiling directly applied. OTHERS 2x4 DF No.1&Btr WEBS 1 Row at midpt 4-11,5-8 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 7=1523/Mechanical,2=1654/0-5-8 Max Horz 2=112(LC 14) Max Uplift7=-491(LC 15),2=-552(LC 14) Max Gray 7=1868(LC 33),2=2093(LC 33) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-18=-3136/878,18-19=-3094/878,3-19=-2947/901,3-20=-2633/872,20-21=-2634/872, 21-22=-2636/872,22-23=-2638/873,4-23=-2639/872,4-24=-3707/1220, 24-25=-3707/1220,5-25=-3707/1220,5-26=-2653/871,26-27=-2653/871, 27-28=-2651/870,28-29=-2650/870,29-30=-2649/870,6-30=-2647/870,6-31=-2963/899, 31-32=-3008/883,7-32=-3149/875 BOT CHORD 2-11=-733/2636,10-11=-1131/3621,9-10=-1109/3625,8-9=-1109/3625,7-8=-705/2650 WEBS 3-11=-176/815,4-11=-1281/548,4-10=0/262,5-10=0/261,5-8=-1273/546,6-8=-175/813 NOTES- QED P R OFec 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 �� G]N E scS'j (envelope)gable end zone and C-C Exterior(2)-2-0-0 to 1-4-13,Interior(1)1-4-13 to 7-6-12,Exterior(2)7-6-12 to 31-2-15,Interior(1) NGJ �N FR 31-2-15 to 34-0-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for �� 27 reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 89200 P E c"-- 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. / 4)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs 1I non-concurrent with other live loads. — 5)Provide adequate drainage to prevent water ponding. y OREGON �(/ 6)All plates are MT20 plates unless otherwise indicated. "7 Qj �Dk 1� 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7O ,/y 14 2� P} 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 �f. Q, fit between the bottom chord and any other members. MFR R I IA- 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)7=491. 11)One RT3A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2.This connection is for uplift only EXPIRES: 12/31/2017 Continuedoes nsp ogep2nsider lateral forces. August 15,2016 t t mm. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. III 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 Qualify 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 STONERIDGE DEV-MASCORD 2230-E K2276567 18913_STONERIDGE_PAR-1A02 California 1 1 Job Reference(optional) Pacific_Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 12:16:17 2016 Page 2 ID:EBcF6AQv5y0Z35p6Q4_oJdzXlFw-Vpn88nS4jHTW_hHSOoYibkcan5UYoN0F7bUNwGynbGC NOTES- 12)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and'''/"gypsum sheetrock be applied directly to the bottom chord. 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)58 lb down and 98 lb up at 7-11-10,117 lb down and 145 lb up at 10-0-12, 111 lb down and 151 lb up at 12-0-12,103 lb down and 148 lb up at 14-0-12,104 lb down and 151 lb up at 16-0-12,104 lb down and 151 lb up at 17-11-4,103 lb down and 148 lb up at 19-11-4,111 lb down and 151 lb up at 21-11-4,and 117 lb down and 145 lb up at 23-11-4,and 58 lb down and 98 lb up at 26-0-6 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=-64,6-7=-64,12-15=-20 Concentrated Loads(Ib) Vert:4=-7 5=-7 20=1 21=-50 22=-41 27=-41 29=-50 30=1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. MT' 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/7I1 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 STONERIDGE DEV-MASCORD 2230-E K2276568 189`i9_S'ONERIDGE_PARC-1 AO2A CALIFORNIA 1 1 Job Reference(optional) Pa'ific Lumber&Truss Co.,Beaverton,OR 97005 7.640 s Nov 10 2015 MiTek Industries,Inc. Mon Aug 15 13:56:30 2016 Page 1 ID:EBcF6AQv5y0Z35p6Q4_oJdzXlFw-cYsOPL?2rd6fCl RKK_a1 QAGIT9OweweCehdYgaynYw? -2-0-0 1 2-5-8 1 5-0-0 i 7-4-12 711-11 1 12-5-3 17-3-2 171-4 22-1-1 26-0-5 2q-7/4 34-0-0 36-0 0 1 - la 1 1 2-0-0 2-5-8 2-6-8 2-4-12 0-6-15 4-5-8 4-9-15 0--2 4-6-13 3-11-4 0-6-15 7-4-12 2-0-0 Scale=1:65.7 5x6= 3x4= 3x8= 3x4= 5x6 6.00 112 56 27 28 6 29 30 31 7 32 r7133 8 34 9 4x6 i ® v 7:1 ti4 0 3 36 0 rm v /r 37st 10 01 /`.:' @b t.` 111010 .."010-11111.. 19 18 17 16 15 14 '_* ` 3x4 11 8x12 = 3x8 = 3x4= 6x6= 3x4 I I 13 12 5x8= 3x481$ 4x12 II 3x4= 5x6= 2.75 12 1 2-5-8 1 7-4-12 12-5-3 17-3-2 171-4 22-1-1 26-7-4 34-0-0 I 2-5-8 4-11-4 5-0-7 4-9-15 0-3-2 4-6-13 4-6-3 7-4-12 Plate Offsets(X,Y)-- 12:0-3-13,0-0-141,[5:0-3-0,0-2-91,110:0-2-12,0-0-11,[13:0-9-10,0-1-151,114:0-3-14,0-1-21,[19:0-6-0,0-3-81 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 0.96 Vert(LL) -0.26 15-17 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.60 Vert(CT) -0.39 15-17 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.85 Horz(CT) 0.14 10 n/a n/a BCLL 0.0 BCDL 10.0 * Code IBC2015/TPI2014 (Matrix-M) Weight:212 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr*Except* TOP CHORD Structural wood sheathing directly applied,except 5-9:2x6 DF 1800F 2.1E 2-0-0 oc purlins(5-0-5 max.):5-9. BOT CHORD 2x6 DF 1800F 2.1E*Except* BOT CHORD Rigid ceiling directly applied or 9-1-3 oc bracing. 2-20:2x4 DF No.1&Btr MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 DF Stud/Std be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 10=1644/0-5-8,2=1669/0-5-8 Max Horz 2=91(LC 60) Max Uplift10=-553(LC 15),2=-580(LC 14) Max Gray 10=2079(LC 33),2=2131(LC 33) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-4910/1370,3-4=-4790/1388,4-5=-3616/1118,5-26=-3171/1021,26-27=-3174/1022, 27-28=-3176/1023,28-29=-3177/1023,6-29=-3179/1024,6-30=-4295/1423, 30-31=-4295/1423,7-31=-4295/1423,7-32=-3900/1304,32-33=-3900/1304, 8-33=-3900/1304,8-34=-2852/939,34-35=-2848/939,9-35=-2847/939,9-36=-3186/980, 36-37=-3328/958,10-37=-3354/955 BOT CHORD 18-19=-1063/3636,17-18=-1309/4295,16-17=-1390/4571,15-16=-1390/4571, 14-15=-1390/4571,13-14=-1393/4580,12-13=-1118/3884,10-12=-747/2850, 2-19=-1226/4339 WEBS 5-18=-346/1294,6-18=-1411/540,6-17=-22/299,9-12=-248/955,8-13=-110/487, 8-12=-1469/571,4-18=-586/199,7-15=-16/345,7-17=-413/170,7-13=-851/330, `t� �0 PROF Ss 4-19=-200/828 ,c F _� NGINEF /O NOTES- N R 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 "Y— (envelope) 9(envelope)gable end zone and C-C Exterior(2)-2-0-0 to 1-3-4,Interior(1)1-3-4 to 7-4-12,Exterior(2)7-4-12 to 31-4-15,Interior(1) 89200 P E <' 31-4-15 to 36-0-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS fo , 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;Partially Exp.;Ct=1.1 `. 3)Unbalanced snow loads have been considered for this design. 0 4)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs y OREGON C(y non-concurrent with other live loads. L/6�-q)• 1 20\ -}� 5)Provide adequate drainage to prevent water ponding. ��1 II �P 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. /14 - R I 0- 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)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity EXPIRES: 12/31/2017 of bearing surface. August 15,2016 f Continued on oaae_2 A WARNING-Verily 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 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,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 JobTruss Truss Type Qty Ply STONERIDGE DEV-MASCORD 2230-E + K2276569 18�13_STONERIDGE_PAR-1A03 California 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 12:16:21 2016 Page 1 ID:EBcF6AQv5y0Z35p6Q4_oJdzXIFw-NaOf 8VbmW_yTIaDFdcelanEdjshkC7r2DSa31ynbG8 5-2.6 I9-6-12 9-111-Q1 17-0-0 24-0-5 241-514 28-9-10 I 34-0-0 I 5-2-6 4-4-6 0-4-15 7-0-5 7-0-5 0-4-15 4-4-6 5-2-6 Scale=1:60.2 5x8 M18SHS= 5x8 M18SHS= 3x8= 6.00 12 3 ' 20 fl 21 2 23 24 25 2A 27 , 28 ' 1.5x4 1.5x4 2 6 g v I 18 29 1 7 ? o re V1 v 11 10 9 8 0 3x8 = 4x6 = 3x8= 3x8 = 3x8= 1.5x4 II I 9-6-12 17-0-0 24-5-4 34-0-0 I 9-6-12 7-5-4 7-5-4 9-6-12 Plate Offsets(X.Y)-- [1:0-4-12.0-1-8L[3:0-4-0.0-1-4],[5:0-4-0,0-1-4].[7:0-4-12.0-1-8] 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 0.69 Vert(LL) -0.25 10 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.54 Vert(CT) -0.37 8-10 >999 180 M18SHS 220/195 TCDL 7.0 Rep Stress Incr YES WB 0.38 Horz(CT) 0.13 7 n/a n/a BCLL 0.0 BCDL 10.0 Code IBC2015/TP12014 (Matrix-S) Weight:151 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied,except BOT CHORD 2x4 DF No.1&Btr 2-0-0 oc purlins(3-2-7 max.):3-5. WEBS 2x4 DF Stud/Std BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 4-11,4-8 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=1559/0-5-8,7=1559/Mechanical Max Horz 1=93(LC 18) Max Uplift1=-456(LC 14),7=-456(LC 15) Max Gray 1=1999(LC 32),7=1999(LC 32) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-18=-3614/926,2-18=-3473/941,2-3=-3123/857,3-19=-2700/820,19-20=-2702/820, 20-21=-2704/820,21-22=-2706/821,22-23=-2706/820,4-23=-2708/821,4-24=-2708/821, 24-25=-2706/821,25-26=-2706/821,26-27=-2704/820,27-28=-2702/820,5-28=-2700/820, 5-6=-3123/857,6-29=-3473/942,7-29=-3614/926 BOT CHORD 1-11=-828/3123,10-11=-864/3388,9-10=-864/3388,8-9=-864/3388,7-8=-780/3123 WEBS 2-11=-483/268,3-11=-151/839,4-11=-970/366,4-10=0/274,4-8=-970/365, 5-8=-151/839,6-8=-483/269 NOTES- ' -p P R QFF 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 "_ GINE R s/ (envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-4-13,Interior(1)3-4-13 to 9-6-12,Exterior(2)9-6-12 to 28-11-8,Interior(1) - D N E 0 28-11-8 to 34-0-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for �� '7i reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 4Z- 89200 P E 9r 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 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. O , - r� - cr 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. y/L 4 - ON b �L 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. Y- 14,2-�N P} 8) 8)Refer to girder(s)for truss to truss connections. �t , Qjj 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)7=456. Y/FR(�I �- 10)One RT5 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)1.This connection is for uplift only and does not consider lateral forces. 11)This ttruss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and V."gypsum EXPIRES: 12/31/2017 Continued on page lied directly to the bottom chord. August 15,2016 t 1 -- WARNING-Verify 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 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 Job Truss Truss Type Qty Ply STONERIDGE DEV-MASCORD 2230-E K2276569 189t3_STONERIDGE_PAR-1A03 California 1 1 • Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 12:16:21 2016 Page 2 ID:EBcF6AQv5y0Z35p6Q4_oJdzXlFw-NaOf 8VbmW yTIaDFdcelanEdjshkC7r2DSa31ynbG8 NOTES- 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)58 lb down and 98 lb up at 9-11-10,124 lb down and 145 lb up at 12-0-12, 125 lb down and 151 lb up at 14-0-12,104 lb down and 151 lb up at 16-0-12,104 lb down and 151 lb up at 17-11-4,125 lb down and 151 lb up at 19-11-4,and 124 lb down and 145 lb up at 21-11-4,and 58 lb down and 98 lb up at 24-0-6 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 Concentrated Loads(Ib) Vert:19=-4 20=-57 21=-55 23=-16 24=-16 26=-55 27=-57 28=-4 1 I ®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 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 MiTeks 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 STONERIDGE DEV-MASCORD 2230-E K2276570 18913_STONERIDGE_PARC-1 AO3A CALIFORNIA 1 1 Job Reference(optional) 'PaLific Lumber&Truss Co.,Beaverton,OR 97005 7.640 s Nov 10 2015 MiTek Industries,Inc. Mon Aug 15 13:54:29 2016 Page 1 ID:EBcF6AQv5y0Z35p6Q4_oJdzXlFw-fG2G0zX9KSsgBih4k4vflflgLO4knAWOpMpf35ynYxu -2-0-0 2-5-8 5-0-0 7-4-12 9-11-11 12-5-3 17-3-2 171-4 22-1-1 124-0-5 , 26-7-4 I 34-0-0 36-0-0 2-0-0 2-5-8 2-6-8 2-4-12 2-6-15 2-5-8 4-9-15 0-3-2 4-6-13 1-11-4 2-6-15 7-4-12 2-0-0 Scale=1:65.7 ' 5x8= 6 11 6.00 12 3x4= 3x8 = 3x4= 5x8 '/ .—. 7 8 9 5 .•. .. .. .. .. s—. 4x6 r,. c .. 4 29 a 31 32 33 6 37 38 10 39 •stN 40 0 3 o v 2 28 �/ r b ..� 12 rn m '4.1•0000000/1T1,-7.; . el� B o— 13IYI; 21 20 19 18 17 16 � / o 10x10 i 3x8 = 3x4= 5x8 M18SHS= 3x4 H 15 14 4x12= 8x8 = 4x12 I I 3x4 = 5x6= 3x4 I I 3x4 2.75 12 I 2-5-8 1 7-4-12 12-5-3 17-3-2 17 -4 22-1-1 26-7-4 34-0-0 I 2-5-8 4-11-4 5-0-7 4-9-15 0-32 4-6-13 4-6-3 7-4-12 Plate Offsets(X,Y)-- [5:0-4-4,0-2-01,[12:0-3-0,0-2-91,[15:0-9-3,0-2-01,[16:0-0-10,0-3-81,[21:0-5-0,0-5-121 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 0.68 Vert(LL) -0.32 17-19 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.65 Vert(CT) -0.46 17-19 >884 180 M18SHS 220/195 TCDL 7.0 Rep Stress lncr YES WB 0.99 Horz(CT) 0.16 12 n/a n/a BCLL 0.0 * Code IBC2015/TPI2014 (Matrix-M) Weight:218 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr*Except* TOP CHORD Structural wood sheathing directly applied or 2-3-15 oc purlins,except 5-10:2x6 DF 1800F 2.1E 2-0-0 oc purlins(4-6-11 max.):5-10. BOT CHORD 2x6 DF 1800F 2.1E*Except* BOT CHORD Rigid ceiling directly applied or 9-6-11 oc bracing. 2-22:2x4 DF No.1&Btr MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 DF Stud/Std be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 12=1842/0-5-8,2=1866/0-5-8 Max Horz 2=-116(LC 61) Max Uplift12=-503(LC 15),2=-491(LC 14) Max Gray 12=2402(LC 33),2=2394(LC 33) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-28=-3499/690,2-3=-5678/1135,3-4=-5548/1160,4-5=-4294/1045,5-29=-3813/1046, 29-30=-3813/1038,30-31=-3814/1038,7-31=-3816/1038,7-32=-5044/1462, 32-33=-5044/1462,33-34=-5044/1462,8-34=-5044/1462,8-35=-4712/1529, 35-36=-4712/1529,36-37=-4712/1529,9-37=4712/1529,9-38=-3556/1208, 10-38=-3554/1213,10-39=-3829/1064,39-40=-4092/1049,12-40=-4118/1039 BOT CHORD 20-21=-881/4229,19-20=-1086/5044,18-19=-1258/5440,17-18=-1258/5440, 16-17=-1258/5440,15-16=-1260/5450,14-15=-1112/4696,12-14=-788/3553, 2-21=-1037/5024 WEBS 5-20=-307/1345,7-20=-1642/536,7-19=-69/387,10-14=-202/1028,9-15=-107/580, 9-14=-1623/524,4-20=-528/160,8-17=-4/380,8-19=-600/254,8-15=-1013/314, D P R OF 4-21=-200/939 `C�� Fss c� GINE NOTES- .89G2 `v FR 02 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 'Sy (envelope)gable end zone and C-C Exterior(2)-2-0-0 to 1-3-4,Interior(1)1-3-4 to 9-11-11,Exterior(2)7-4-12 to 28-10-0,Interior(1) 89200 P E• I-- 28-10-0 to 36-0-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS fo . 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;Partially Exp.;Ct=1.1 *��j 3)Unbalanced snow loads have been considered for this design. 0 .. • C 4)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs "�G0" ON t. non-concurrent with other live loads. /Q `JQ y 14 Zp'` �"c 5)Provide adequate drainage to prevent water ponding. �t I �P 6)All plates are MT20 plates unless otherwise indicated. MFR R 1 l-k- 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. EXPIRES: 12/31/2017 9)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. August 15,2016 Continued on Daae 2 / ®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 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 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 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 STONERIDGE DEV-MASCORD 2230-E K2276570 18913_STONERIDGE_PARC-1 AO3A CALIFORNIA 1 1 • Job Reference(optional) Pa/ific Lumber&Truss Co.,Beaverton,OR 97005 7.640 s Nov 10 2015 MiTek Industries,Inc. Mon Aug 15 13:54:29 2016 Page 2 I D:EBcF6AQv5y0Z35p6Q4_oJdzXlFw-fG2GOzX9KSsgBih4k4vf1 flgLO4knAWOpMpf35ynYxu NOTES- 10)One RT5 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)12 and 2.This connection is for uplift only and does not consider lateral forces. 11)"Semi-rigid pitchbreaks including 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.Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.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)562 lb down and 227 lb up at 9-11-10,124 lb down and 145 lb up at 12-0-12,125 lb down and 151 lb up at 14-0-12,104 lb down and 151 lb up at 16-0-12,104 lb down and 151 lb up at 17-11-4,125 lb down and 151 lb up at 19-11-4,and 124 lb down and 145 lb up at 21-11-4,and 281 lb down and 114 lb up at 24-0-6 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=-64,5-6=-64,5-10=-64,10-11=-64,10-13=-64,12-21=-20,21-25=-20 Concentrated Loads(Ib) Vert:9=-57 29=-8 31=-57 32=-55 34=-16 35=-16 37=-55 38=-4 t t rr. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. int 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 Mel( 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 ANSIRPI1 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 STONERIDGE DEV-MASCORD 2230-E K2276571 18513_STONERIDGE_PAR-1A04 California 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 12:16:25 2016 Page 1 I D:EBcF6AQv5y0Z35p6Q4_oJdzXIFw-GMFAq WY5gIUOxwu_UThavQyvQKDJg_RzrQoCoynbG4 I 5-2-6 I 9-6-12 I 11-11-11 1 17-0-0 I22-0-5 1 24-5-4 1 28-9-10 I 34-0-0 I 5-2-6 4-4-6 2-4-15 5-0-5 5-0-5 2-4-15 4-4-6 5-2-6 Scale=1:60.2 4x8% 4 7 6.00 12 3x8= 4x8 3 li Iot. r71 � pa pa I0/ MRS 22 23 24 29 30 31 6 32 1.5x4 P 21 1.5x4 2 8 Or :: .. 20 33 0 1 9 M h o = o M. en Io 13 12 11 10 3x8—_ 3x8 = 5x8 M18SHS= 3x8= 3x8 = 1.5x4 H I 9-6-12 I 17-0-0 24-5-4 I 34-0-0 I 9-6-12 7-5-4 7-5-4 9-6-12 Plate Offsets(X.Y)-- [1:0-8-0,0-0-6],[9:0-8-0,0-0-6] LOADING(psf) TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (Ioc) I/defl L/d PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.77 Vert(LL) -0.32 12 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.63 Vert(CT) -0.45 10-12 >914 180 M18SHS 220/195 BCLL 0.0 * Rep Stress Incr YES WB 0.45 Horz(CT) 0.16 9 n/a n/a BCDL 10.0 Code IBC2015/TP12014 (Matrix-S) Weight:157 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied,except BOT CHORD 2x4 DF No.1&Btr 2-0-0 oc purlins(2-8-11 max.):3-6. WEBS 2x4 DF Stud/Std BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 5-13,5-10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer _Installation guide. REACTIONS. (ib/size) 1=1755/0-5-8,9=1756/Mechanical Max Horz 1=-116(LC 15) Max Uplift1=-404(LC 14),9=-404(LC 15) Max Gray 1=2332(LC 32),9=2332(LC 32) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-20=-4302/958,2-20=-4161/974,2-21=-3871/947,3-21=-3670/956,3-22=-3401/1113, 22-23=-3401/1110,23-24=-3403/1110,24-25=-3403/1110,25-26=-3406/1111, 5-26=-3406/1110,5-27=-3406/1111,27-28=-3406/1111,28-29=-3403/1111, 29-30=-3403/1111,30-31=-3401/1111,6-31=-3401/1114,6-32=-3670/957, 8-32=-3871/948,8-33=4161/970,9-33=-4302/957 BOT CHORD 1-13=-920/3726,12-13=-988/4164,11-12=-988/4164,10-11=-988/4164,9-10=-803/3726 WEBS 2-13=-373/237,3-13=-137/833,5-13=-1153/353,5-12=0/274,5-10=-1153/353, 6-10=-136/833,8-10=-373/238 �Ep PROFF NOTES- �� o cl 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 �GJ vNG]NE•�,q /0 (envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-4-13,Interior(1)3-4-13 to 11-11-11,Exterior(2)9-6-12 to 26-10-0,Interior(1) 4� " ' -37 26-10-0 to 34-0-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for Cc- 89200 P E 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;Partially Exp.;Ct=1.1 • 3)Unbalanced snow loads have been considered for this design. :AO i< • 4)Provide adequate drainage to prevent water ponding. -an ct- 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. -32.... OR OREGON &�1/ 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 /Q ) 1 4,`L°.\ Q} fit between the bottom chord and any other members. /1/ Qj 8)Refer to girder(s)for truss to truss connections. RR 10- 9) L9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b)9=404. 10)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)1.This connection is for uplift only and does not consider lateral forces. EXPIRES: 12/31/2017 Continued on page 2 August 15,2016 t t A WARNING-Verily 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 MiTek®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 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 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 STONERIDGE DEV-MASCORD 2230-E K2276571 18913_STONERIDGE_PAR- 04 California 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 12:16:25 2016 Page 2 I D:EBcF6AQv5y0Z35p6Q4_oJdzXlFw-GMFAgWY5gIUOxwu_UThavQyvQKDJg_RzrQoCoynbG4 NOTES- 11)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and W gypsum sheetrock be applied directly to the bottom chord. 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)281 lb down and 114 lb up at 11-11-10,130 lb down and 145 lb up at 14-0-12,137 lb down and 151 lb up at 16-0-12,137 lb down and 151 lb up at 17-11-4,and 130 lb down and 145 lb up at 19-11-4,and 281 lb down and 114 lb up at 22-0-6 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=-64,14-17=-20 Concentrated Loads(Ib) Vert:22=-44 23=-63 25=-67 28=-67 30=-63 31=-44 1 m I ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. bur 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,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 0/w Truss Truss Type Qty Ply STONERIDGE DEV-MASCORD 2230-E K2276572 18913_STONERIDGE_PARC-1 AO4A CALIFORNIA 1 1 Job Reference(optional) -Pabific Lumber&Truss Co.,Beaverton,OR 97005 7.640 s Nov 10 2015 MiTek Industries,Inc. Mon Aug 15 13:53:21 2016 Page 1 I, ID:EBcF6AQv5y0Z35p6Q4_oJdzXlFw-eBxZkjiVLZIT1FU?IohiGJx2OzsgsVkOAnL2glynYyy 12-5-3 24-0-5 I -2-0-0 2-5-8 i 5-0-0 1 7-4-12 1 11-8-8 11_111_1? 17-3-2 17 22-1-1 22-3-8 26-7-4 34-0-0 36-0-0 2-0-0 2-5-8 2-6-8 2-4-12 4-3-12 03-3 1 4-9-15 0 - 2 4-6-13 0-2-7 2-6-15 7-4-12 2-0-0 0-5-8 1-8-13 Scale=1:66.8 4x4 3x4 I I 1.5x4 H 4x4 6 . 35 36r.71 *9 37 X38;9 ,. 12 41 6.00 12 5x6% 3x4 = 5x6 10. 0 = 10x0 = 5 8 4x6 i 30 7C� � R. 11. V 31 vo 4 1g 0 Ai A m 3 32 33 � 0 14 `' / 5jv lin 01 ` 23 22 21 20 19 18 o 0 10x10% 3x8= 3x4= 6x6= 8 __ 3x4 I I 17 16 4x12= 3x418 4x12 I I 3x4 = 5x6= 3x4 I I 2.75 12 1 2-5-8 1 7-4-12 12-5-3 17-3-2 1771-4 22-1-1 26-7-4 34-0-0 1 2-5-8 4-11-4 5-0-7 4-9-15 0-3-2 4-6-13 4-6-3 7-4-12 Plate Offsets(X,Y)-- [10:0-5-0,0-2-81,[11:0-5-0,0-3-01,[14:0-2-8,0-0-11,[17:0-9-0,0-1-141,[18:0-1-2,0-3-121,f23:0-5-0,0-5-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.69 Vert(LL) -0.25 19-21 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.66 Vert(CT) -0.35 19-21 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.66 Horz(CT) 0.14 14 n/a n/a BCLL 0.0 * Code IBC2015/TP12014 (Matrix-M) Weight:246 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr*Except* TOP CHORD Structural wood sheathing directly applied or 2-2-15 oc purlins,except 5-13:2x6 DF 1800F 2.1E 2-0-0 oc purlins(4-0-15 max.):5-13,6-12. BOT CHORD 2x6 DF 1800F 2.1E*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 2-24:2x4 DF No.1&Btr JOINTS 1 Brace at Jt(s):8,11,10 WEBS 2x4 DF Stud/Std MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 14=1735/0-5-8,2=1768/0-5-8 Max Horz 2=131(LC 14) Max Uplift14=-489(LC 15),2=-504(LC 14) Max Gray 14=2374(LC 34),2=2428(LC 34) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-5826/1188,3-4=-5666/1210,4-30=-4356/926,5-30=-4245/935,5-6=-2411/512, 5-7=-1771/459,7-8=-1769/459,8-10=-1807/475,10-11=-1464/429,11-13=-1512/433, 12-13=-2315/514,13-31=-3714/810,31-32=-3886/808,32-33=-4010/792, 14-33=-4036/786,6-34=-2057/498,34-35=-2061/499,35-36=-2063/499,36-37=-2066/499, 9-37=-2067/499,9-38=-2068/500,38-39=-2067/500,39-40=-2064/500,40-41=-2062/500, 12-41=-2059/499 BOT CHORD 22-23=-938/4344,21-22=-799/3869,20-21=-881/4374,19-20=-881/4374, 18-19=-881/4374,17-18=-883/4380,16-17=-645/3503,14-16=-610/3475, 2-23=-1106/5156 �� D P R OPt e WEBS 5-22=-84/648,8-22=-310/302,8-21=-96/565,13-16=-29/255,11-17=-160/736, 0,0 11-16=-300/300,4-22=-650/190,10-19=0/264,10-21=-826/274,10-17=-1171/374, 4-23=-208/937,6-7=-59/509,11-12=-111/627,9-10=-669/311 ,C,.? �NG' E�R /�'P NOTES- Q 89200PE �� 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;MWFR (envelope)gable end zone and C-C Exterior(2)-2-0-0 to 1-3-4,Interior(1)1-3-4 to 11-6-12,Exterior(2)11-6-12 to 27-2-15,Interior(1) / . 27-2-15 to 36-0-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS f.-•oft reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 iv it 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 -yL n_OREGON kJ3)Unbalanced snow loads have been considered for this design. /Q"'7x/}, 1 4 2o'\ 4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs I �P non-concurrent with other live loads. 41CR R 1 L� 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. 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 EXPIRES: 12/31/2017 fit between the bottom chord and any other members. August 15,2016 Continued on oaa2 e 1 I ....... A 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 MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not Mit 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,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 STONERIDGE DEV-MASCORD 2230-E K2276572 186v4.3_STONERIDGE_PARC-1 AO4A CALIFORNIA 1 1 Job Reference(optional) Pascific Lumber&Truss Co.,Beaverton,OR 97005 7.640 s Nov 10 2015 MiTek Industries,Inc. Mon Aug 15 13:53:21 2016 Page 2 I D:EBcF6AQv5y0Z35p6Q4_oJdzXIFw-eBxZkjiVLZITI FU?IohiGJx2OzsgsVkOAnL2g 1 ynYyy NOTES- 8)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9)One RT5 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)14 and 2.This connection is for uplift only and does not consider lateral forces. 10)"Semi-rigid pitchbreaks including heels"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.Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.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)187 lb down and 197 lb up at 11-11-10,130 lb down and 145 lb up at 14-0-12,137 lb down and 151 lb up at 16-0-12,137 lb down and 151 lb up at 17-11-4,and 130 lb down and 145 lb up at 19-11-4,and 93 lb down and 98 lb up at 22-0-6 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=-64,5-6=-64,12-13=-64,13-15=-64,14-23=-20,23-27=-20,6-12=-64 Concentrated Loads(Ib) Vert:34=-88 35=-63 36=-67 39=-67 40=-63 41=-44 � t MI= WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1.7473 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 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 .,s Truss Truss Type Qty Ply STONERIDGE DEV-MASCORD 2230-E K2276573 189'(3_STONERIDGE_PAR-1A05 California 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 12:16:29 2016 Page 1 ID:EBcF6AQv5y0Z35p6Q4_oJdzXlFw-87Vhftccuz_pQXBIjJmW4G6bixcOcifl uTO?LZynbGO I 7-3-4 13-6-12 13-1101 20-0-5 20- 26-8-12 34-0-0 7-3-4 6-3-8 0 -15 6-0-10 0-4-15 6-3-8 7-3-4 Scale=1:59.8 5x8 M18SHS 5x8 M18SHS 3 21 42 23, 24 25, 26;427 111; �. 6.00[12 3x4% 20 28 3x4 2 5 _ 19 ••' 44 `� 29 g t- 18 18 30 1co 6 4115 ETb My h 14 0 0 11 10 31 9 8 7 3x8 = 1.5x4 H 3x4 = 4x6= 3x8= 1.5x4 H 3x8 = 7-3-4 13-6-12 I20-5-4 I26-8-12 34-0-0 I 7-3-4 6-3-8 6-10-8 6-3-8 7-3-4 Plate Offsets(X.Y)-- [1:0-8-0.0-0-61[3:0-2-8.0-1-12].[4:0-2-8,0-2-0],[6:0-8-0,0-0-6] LOADING(psf) SPACING- 2-0-0 CSI, DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.75 Vert(LL) -0.22 10 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.49 Vert(CT) -0.32 8-10 >999 180 M18SHS 220/195 TCDL 7.0 Rep Stress Incr YES WB 0.86 Horz(CT) 0.13 6 n/a n/a BOLL 0.0 Code IBC2015/TPI2014 (Matrix-S) Weight:156 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied,except BOT CHORD 2x4 DF No.1&Btr 2-0-0 oc purlins(3-4-0 max.):3-4. WEBS 2x4 DF Stud/Std BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 3-8 Mitek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=1536/Mechanical,6=1535/Mechanical Max Horz 1=-131(LC 19) Max Uplift1=-377(LC 14),6=-374(LC 15) Max Gray 1=2168(LC 32),6=2165(LC 32) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-18=-3874/658,18-19=-3710/659,2-19=-3575/672,2-20=-3011/602,3-20=-2850/623, 3-21=-2518/616,21-22=-2518/616,22-23=-2518/616,23-24=-2515/616,24-25=-2513/616, 25-26=-2513/616,26-27=-2512/616,4-27=-2511/616,4-28=-2812/618,5-28=-2975/597, 5-29=-3563/673,29-30=-3696/660,6-30=-3862/658 BOT CHORD 1-11=-617/3318,10-11=-617/3318,10-31=-399/2562,9-31=-399/2562,8-9=-399/2562, 7-8=-524/3306,6-7=-524/3306 WEBS 2-11=0/254,2-10=-861/297,3-10=-69/597,3-8=-284/186,4-8=-61/648,5-8=-916/300, 5-7=0/253 �° p R OFF NOTES- �� `.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 N. ANG]NEF,9 /0 (envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-4-13,Interior(1)3-4-13 to 13-8-8,Exterior(2)13-8-8 to 25-2-15,Interior(1) ,� 'A9 25-2-15 to 34-0-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for Q 89200 P E 1-- reactions 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;Partially Exp.;Ct=1.1 ` j 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. cr 5)All plates are MT20 plates unless otherwise indicated. -9 OREGON 4 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. G 4 � 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 rO �)' 1 4 2-°\ P4 fit between the bottom chord and any other members,with BCDL=10.Opsf. 4,/ L 8)Refer to girder(s)for truss to truss connections. R RIO- 9) I 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)1=377, 6=374. 10)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and%"gypsum EXPIRES: 12/31/2017 Conth"neetdroc be lied directly to the bottom chord. August 15,2016 1 I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 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 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,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 STONERIDGE DEV-MASCORD 2230-E K2276573 18913_STONERIDGE_PAR-1A05 California 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 12:16:29 2016 Page 2 ID:EBcF6AQv5y0Z35p6Q4_oJdzXIFw-87Vhftccuz_pQXBIjJmW4G6bixcOcifl uTO?LZynbGO NOTES- 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)89 lb down and 93 lb up at 13-8-8,135 lb down and 145 lb up at 16-0-12, and 135 lb down and 145 lb up at 17-11-4,and 89 lb down and 93 lb up at 20-0-6 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=-64,4-6=-64,12-15=-20 Concentrated Loads(Ib) Vert:3=-39 23=-68 24=-68 27=-39 1 I 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 MiTek®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 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 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 STONERIDGE DEV-MASCORD 2230-E K2276574 18653_STONERIDGE_PARC-1 AO5A CALIFORNIA 1 1 Job Reference(optional) Pacific Lumber&Truss Co.,Beaverton,OR 97005 7.640 s Nov 10 2015 MiTek Industries,Inc. Mon Aug 15 13:50:25 2016 Page 1 ID:EBcF6AQv5y0Z35p6Q4_oJdzXlFw-oKJ0oXa5oU7SwC1BSgWR8Ce?N1 nydr8UiPikVEynZ?i -2-0-0 2-5-8 7-10-13 13-4-12 13111111 17-6-4 1 20-0-5 29-714 27-0-11 34-0-0 36-0-0 2-0-0 2-5-8 5-5-5 5-5-15 0-6-15 3-6-9 2-6-1 0-6-15 6-5-7 6-11-5 2-0-0 Scale=1:65.7 5x8 \\ 5x8 ;• 25 26 7 -,s 6 CI 1: 1v 6.00 12 3x4 23 29 3x4'''',- 4 `4 7 n - v v o^ 22 30 31 i D r0/ o 8 7i2 � ID \ Iv I 01 s 15 14 13 R 0 0 32 12 10x20 M18SHS% 4x4 = 3x4 = 3x4 II 11 10 2.751 = 3x8 I I 8x12 H 3x4 II 5x6 = 3x4 = 1 2-5-8 1 7-10-13 13-4-12 1 17-6-4 1 20-7-4 1 27-0-11 34-0-0 I 2-5-8 5-5-5 5-5-15 4-1-8 3-1-0 6-5-7 6-11-5 Plate Offsets(X,Y)- 12:0-10-2,0-1-01,12:1-4-1,Edgel,15:0-3-8,Edgel,18:0-3-0,0-2-91,111:0-6-15,0-4-01,112:17-8-4,0-5-81,115:0-6-4,0-6-01 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 0.52 Vert(LL) -0.26 11-13 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.76 Vert(CT) -0.36 11-13 >999 180 M18SHS 220/195 TCDL 7.0 Rep Stress Ina- YES WB 0.86 Horz(CT) 0.15 8 n/a n/a BCLL 0.0 BCDL 10.0 * Code IBC2015/TPI2014 (Matrix-S) Weight:207 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr*Except* TOP CHORD Structural wood sheathing directly applied,except 5-6:2x6 DF 1800F 2.1E 2-0-0 oc purlins(5-11-4 max.):5-6. BOT CHORD 2x6 DF 1800F 2.1E*Except* BOT CHORD Rigid ceiling directly applied. 2-16:2x4 DF No.1&Btr WEBS 1 Row at midpt 5-11 WEBS 2x4 DF Stud/Std MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8=1670/0-5-8,2=1696/0-5-8 Max Horz 2=-149(LC 19) Max Uplift8=-443(LC 15),2=-453(LC 14) Max Gray 8=2302(LC 33),2=2349(LC 33) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-6000/1058,3-22=-4379/777,4-22=-4286/788,4-23=-3392/644,5-23=-3253/663, 5-24=-2775/628,24-25=-2772/628,25-26=-2769/628,26-27=-2767/628,27-28=-2767/628, 6-28=-2765/628,6-29=-3077/630,7-29=-3244/608,7-30=-3864/708,30-31=-4103/696, 8-31=-4133/685 BOT CHORD 14-15=-1027/5257,13-14=-694/3846,13-32=-453/2924,12-32=-453/2924, 11-12=456/2921,10-11=-519/3585,8-10=-517/3580,2-15=-1026/5382 WEBS 4-14=-8/427,4-13=-1066/289,5-13=-88/792,5-11=-426/150,6-11=-50/737, 7-11=-919/307,3-15=-23/612,3-14=-1427/337 NOTES- ". 'N( O P R Qj 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 C- G,I N E . L'/..- (envelope) (envelope)gable end zone and C-C Exterior(2)-2-0-0 to 1-3-4,Interior(1)1-3-4 to 13-6-8,Exterior(2)13-6-8 to 25-4-15,Interior(1) c.;,. N � 25-4-15 to 36-0-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for y reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 Q 89200 P E r"" 2)TCLL.:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 / 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs -i� non-concurrent with other live loads. ill Cr 5)Provide adequate drainage to prevent water ponding. yG /I./OREGON i�� 6)All plates are MT20 plates unless otherwise indicated. /O -/ . 1 4 2O''?' - fit --- 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �f I P 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 'L1 p R I LL fit between the bottom chord and any other members,with BCDL=10.0psf. 9)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. EXPIRES: 12/31/2017 10)One RT5 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)8 and 2.This connection is for uplift only and does not consider lateral forces. August 15,2016 Continued on oaae 2 A WARNING-Verify 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.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,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 i Job Truss Truss Type Qty Ply STONERIDGE DEV-MASCORD 2230-E K2276574 18S3_STONERIDGE_PARC-1 AO5A CALIFORNIA 1 1 Job Reference(optional) Pa ific Lumber&Truss Co.,Beaverton,OR 97005 7.640 s Nov 10 2015 MiTek Industries,Inc. Mon Aug 15 13:50:25 2016 Page 2 ID:EBcF6AQv5y0Z35p6Q4_oJdzXlFw-oKJ0oXa5oU7SwC1BSgWR8Ce?N1 nydr8UiPikVEynZ?i NOTES- 11)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and''A"gypsum sheetrock be applied directly to the bottom chord. 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.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)178 lb down and 187 lb up at 13-11-10,135 lb down and 145 lb up at 16-0-12,and 135 lb down and 145 lb up at 17-11-4,and 89 lb down and 93 lb up at 20-0-6 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=-64,5-6=-64,6-9=-64,8-15=-20,15-19=-20 Concentrated Loads(Ib) Vert:24=-79 25=-68 26=-68 28=-39 tmum A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-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 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 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 STONERIDGE DEV-MASCORD 2230-E K2276575 18913_STONERIDGE_PAR-1A06 California 1 1 . Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 12:16:32 2016 Page 1 ID:EBcF6AQv5y0Z35p6Q4_oJdzXlFw-YiBpIveUBuMOH?wKORJDhvk4T8dAp3eTandgxuynbFz I 7-3-4 I 13-6-12 1 15-11-11 1 18-0-5 I 20-5-4 1 26-8-12 I 34-0-0 I 7-3-4 6-3-8 2-4-15 2-0-10 2-4-15 6-3-8 7-3-4 Scale=1:59.8 5x8% 4 6 4x8 3 6.00 12 23 4 25 26 2728 29 5` 30 3x4% 22 31 3x4 7 0 21 32 20 33 1 g o 13 12 34 11 10 9 3x8 = 1.5x4 3x4 = 4x6= 3x8= 1.5x4 H 3x8 = I 7-3-4 I 13-6-12 I 20-5-4 I 26-8-12 I 34-0-0 I 7-3-4 6-3-8 6-10-8 6-3-8 7-3-4 Plate Offsets(X,Y)-- [1:0-8-0.0-0-6].[3:0-4-0,0-1-12],[8:0-8-0.0-0-6] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.84 Vert(LL) -0.25 12 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.55 Vert(CT) -0.36 10-12 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.78 Horz(CT) 0.15 8 n/a n/a BCLL 0.0 * Code IBC2015ITPI2014 (Matrix-S) Weight:162 lb FT=20%u BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied,except BOT CHORD 2x4 DF No.1&Btr 2-0-0 oc purlins(2-5-1 max.):3-5. WEBS 2x4 DF Stud/Std BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 3-10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=1641/Mechanical,8=1643/Mechanical Max Horz 1=156(LC 18) Max Upliftl=-323(LC 14),8=-324(LC 15) Max Gray 1=2289(LC 32),8=2293(LC 32) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-20=-4300/749,20-21=-4198/757,2-21=-4164/771,2-22=-3531/723,22-23=-3389/733, I 3-23=-3257/744,3-24=-3012/859,24-25=-3009/859,25-26=-3008/860,26-27=-3008/860, 27-28=-3008/863,28-29=-3007/864,5-29=-3005/864,5-30=-3225/731,30-31=-3363/719, 7-31=-3505/709,7-32=-4165/763,32-33=-4201/748,8-33=-4303/740 BOT CHORD 1-13=-647/3725,12-13=-647/3725,12-34=-549/3050,11-34=-549/3050,10-11=-549/3050, 9-10=-602/3726,8-9=-602/3726 WEBS 2-13=0/253,2-12=-768/270,3-12=-56/543,3-10=-356/275,5-10=-102/601, 7-10=-831/276,7-9=0/252 o�° P R°FFs NOTES- - cl — 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 N. �T.G']NEFR �Q (envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-4-13,Interior(1)3-4-13 to 15-11-11,Exterior(2)13-8-8 to 22-10-0,Interior(1) z./.. 1 9 22-10-0 to 34-0-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for C- :920 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;Partially Exp.;Ct=1.1 Air/ 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. - OREGON L 11 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 7L � ,`D fit between the bottom chord and any other members,with BCDL=10.0psf. i6 y 14 2�,.,..0" 7)Refer to girder(s)for truss to truss connections. M L 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)1=323, FR R�L 8=324. 9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and''A"gypsum sheetrock be applied directly to the bottom chord. EXPIRES: 12/31/2017 10)Graphical purlir�representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. August 15,2016 Co tinu on page 1 t MINN ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. imut 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,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 STONERIDGE DEV-MASCORD 2230-E • K2276575 189'l3_STONERIDGE_PAR-1A06 California 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 12:16:32 2016 Page 2 ID:EBcF6AQv5y0Z35p6Q4_oJdzXlFw-YiBplveUBuMOH?wKORJDhvk4T8dAp3eTandgxuynbFz NOTES- 11)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)277 lb down and 112 lb up at 15-11-10,and 277 lb down and 112 lb up at 18-0-6 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=-64,3-5=-64,5-6=-64,5-8=-64,14-17=-20 Concentrated Loads(Ib) Vert:26=-64 27=-64 tmem A 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 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 Mibk. 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 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 STONERIDGE DEV-MASCORD 2230-E K2276576 18913_STONERIDGE_PAR-1A06A CALIFORNIA 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 12:16:33 2016 Page 1 ID:EBcF6AQv5y0Z35p6Q4_oJdzXlFw-1 ukCVFf6yCUFv8VWy9gSE6HEEYyAYW1cp5MDTKynbFy 1 -2-0-0 1 7-3-4 1 13-6-12 1 15-11-11 1 18-0-5 1 20-5-4 1 26-8-12 1 34-0-0 1 2-0-0 7-3-4 6-3-8 2-4-15 2-0-10 2-4-15 6-3-8 7-3-4 Scale:3/16"=1' 6.00112 5x8% 6 8 4x6 5 4x4 25 6 27 28 29 30 74 31 4 32 ill LT: 3x4! P44 33 3x4 3 9 r 0 _ 34 23 35 22 2 10 Ig 1 �, 015 •14 36 13 12 11 0 3x8 — 1.5x4 II 3x4= 4x6= 3x8= 1.5x4 H 3x8 = 1 7-3-4 113-6-12 20-5-4 26-8-12 134-0-0 1 7-3-4 6-3-8 6-10-8 6-3-8 7-3-4 Plate Offsets(X,Y)-- [2:0-8-4,0-0-14],[4:0-2-0.Edge].[5:0-4-0.0-1-12].[10:0-8-0.0-0-6] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.90 Vert(LL) -0.26 14 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.56 Vert(CT) -0.37 12-14 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.77 Horz(CT) 0.15 10 n/a n/a BCLL 0.0 * Code IBC2015/TP12014 (Matrix-S) Weight:165 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied,except BOT CHORD 2x4 DF No.1&Btr 2-0-0 oc purlins(2-2-0 max.):5-7. WEBS 2x4 DF Stud/Std BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 5-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 10=1577/Mechanical,2=1707/0-5-8 Max Horz 2=195(LC 14) Max Uplift10=-332(LC 15),2=-392(LC 14) Max Gray 10=2314(LC 33),2=2442(LC 33) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-22=-4312/1016,22-23=-4287/1016,3-23=-4165/1038,3-24=-3570/1022, 4-24=-3461/1031,4-25=-3396/1035,5-25=-3296/1044,5-26=-3059/1159, 26-27=-3055/1159,27-28=-3055/1159,28-29=-3054/1160,29-30=-3054/1160, 7-30=-3053/1160,7-31=-3274/1024,31-32=-3384/1013,32-33=-3415/1010, 9-33=-3553/1003,9-34=-4207/1036,34-35=-4244/1022,10-35=-4346/1013 BOT CHORD 2-15=-872/3726,14-15=-872/3726,14-36=-844/3085,13-36=-844/3085,12-13=-844/3085, 11-12=-843/3763,10-11=-843/3763 WEBS 3-15=0/252,3-14=-729/239,5-14=-41/525,5-12=-358/320,7-12=-103/585, 9-12=-821/257,9-11=0/253 •<<5'‘°) PROFe NOTES- �C �\AGINEFR /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 4Z-7- -7 (envelope)gable end zone and C-C Exterior(2)-2-0-0 to 1-4-13,Interior(1)1-4-13 to 15-11-11,Exterior(2)13-8-8 to 22-10-0,Interior(1) 89200 P E - 22-10-0 to 34-0-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS fo 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;Partially Exp.;Ct=1.1 -,I • 3)Unbalanced snow loads have been considered for this design. 'Q v 4)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs -9 OREGON kid non-concurrent with other live loads. G. lyy ,SDK it 5)Provide adequate drainage to prevent water ponding. i6 'I y 14 2-° �-A- 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. /11 f v/,, Qj 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 'R R 1�--� fit between the bottom chord and any other members,with BCDL=10.0psf. 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)10=332. EXPI RES: 1 2/11(201 7 Continued on page 2 August 15,2016 4 I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/0312015 BEFORE USE. ligt 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,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 STONERIDGE DEV-MASCORD 2230-E K2276576 189.13_STONERIDGE_PAR-1A06A CALIFORNIA 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 12:16:33 2016 Page 2 ID:EBcF6AQv5y0Z35p6Q4_oJdzXlFw-1 ukCVFf6yCU Fv8V Wy9gSE6H EEYyAYW1 cp5MDTKynbFy NOTES- 10)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2.This connection is for uplift only and does not consider lateral forces. 11)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and''14"gypsum sheetrock be applied directly to the bottom chord. 12)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 MITEK 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 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 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 STONERIDGE DEV-MASCORD 2230-E K2276577 189'13_STONERIDGE_PAR-1A07 Common 6 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 12:16:34 2016 Page 1 I D:EBcF6AQv5y0Z35p6Q4_oJdzXIFw-V4lajbfkiWc6X14jWsLhnKgXdylyH2Bm116m0nynbFx I 6-0-5 I 10-10-1 I 17-0-0 I 23-1-15 I 27-11-11 I 34-0-0 I 6-0-5 4-9-11 6-1-15 6-1-15 4-9-11 6-0-5 4x4 = Scale=1:57.9 4 20 21 6.00 3x4% 1 g 22 3x4 T 3 5 1.5x4 12 \V71.5x4 // 2 6 t. V 44 18 23 1 YI ea I 0 1,7 Iq 0 11 24 2510 9 26 27 8 3x4= 3x8 = 4x4 = 3x4= 4x4 = 4x4 = I 7-11-2 I 17-0-0 I 26-0-14 I 34-0-0 I 7-11-2 9-0-14 9-0-14 __.._ 7-11-2 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.42 Vert(LL) -0.18 10-11 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.53 Vert(CT) -0.33 10-11 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.45 Horz(CT) 0.09 7 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 (Matrix-S) Weight:156 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied. WEBS 2x4 DF Stud/Std WEBS 1 Row at midpt 5-10,3-10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=1428/Mechanical,7=1428/Mechanical Max Horz 1=-165(LC 15) Max Upliftl=-314(LC 14),7=-314(LC 15) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-18=-2593/544,2-18=-2509/554,2-3=-2407/553,3-19=-1677/435,19-20=-1598/443, 4-20=-1588/456,4-21=-1588/456,21-22=-1598/443,5-22=-1677/435,5-6=-2407/553, 6-23=-2509/554,7-23=-2593/544 BOT CHORD 1-11=-571/2244,11-24=-418/1892,24-25=-418/1892,10-25=-418/1892,9-10=-305/1892, 9-26=-305/1892,26-27=-305/1892,8-27=-305/1892,7-8=-408/2244 WEBS 4-10=-189/1030,5-10=-717/324,5-8=-84/440,6-8=-268/208,3-10=-717/324, 3-11=-83/440,2-11=-268/207 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)0-0-0 to 3-4-13,Interior(1)3-4-13 to 17-0-0,Exterior(2)17-0-0 to 20-4-13 zone; P R Q cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 �� 0.0 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 ��\� NG�N�FR /�2 3)Unbalanced snow loads have been considered for this design. "Y--- 4) 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ' 89200 P E 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. 6)Refer to girder(s)for truss to truss connections. • 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)1=31 1w CC 7=314. -S! OREGON ' 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and''A"gypsum G� 4_,,,, y 2O\x �f� sheetrock be applied directly to the bottom chord. Q 1 4, Q MER R 11-x- ',3 EXPIRES: 12/31/2017 August 15,2016 f A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. tut 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,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 STONERIDGE DEV-MASCORD 2230-E K2276578 18913_STONERIDGE_PAR-1ACG DIAGONAL HIP GIRDER 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 12:16:35 2016 Page 1 ID:EBcF6AQv5y0Z35p6Q4_oJdzXIFw-zHsywxgNTpkz8Sfv3atwJXMi2Mjv0YTvGPrKYDynbFw 1 -2-9-15 1 3-4-4 p4-4-115-10-11 8-4-5 1 11-4-11 1 14-2-10 1 17-0-9 1 19-10-9 1 22-8-7 ?3-11-0 2-9-15 3-4-4 1-0-1 1-6-0 2-6-1 3-0-6 2-9-15 2-9-15 2-9-15 2-9-15 1-2-9 4.24 12 11 12 Scale=1:57.0 n 10 S ]g 3x4% 9 e 8 7 O 8 0 6 e N 4x8 = d w 1.5x4 H 5 0 m 4 "rig 3x4 l I 'is 2 uS 0 1 I�5 14 13 Io 1.5x4 ll 5x6= 4x8= 3x4 II 3x4 2.00 12 3-4-4 4-4-41 5-10-4 I 8-4-5 I 3-4-4 1-0-1 1-6-0 2-6-1 Plate Offsets(X,Y)-- [2:0-3-12.0-0-4].[5:0-3-8.0-2-0] 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 0.44 Vert(LL) -0.01 15 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.23 Vert(CT) -0.02 15 >999 180 TCDL 7.0 Rep Stress Incr NO WB 0.26 Horz(CT) -0.01 9 n/a n/a BCLL 0.0 Code IBC2015/TP12014 (Matrix-M) Weight:70 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 13-15:2x6 DF 1800F 2.1E MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 DF Stud/Std be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 0-2-2 except(jt=length)5=0-4-4,2=0-7-6. (Ib)- Max Horz 2=403(LC 8) Max Uplift All uplift 100 lb or less at joint(s)except 5=-201(LC 10),2=-145(LC 6), 6=-124(LC 6),7=-119(LC 6),9=-119(LC 6),10=-108(LC 6),11=-115(LC 6) Max Gray All reactions 250 lb or less at joint(s)6,7 except 5=549(LC 1), 2=452(LC 1),9=269(LC 17),10=260(LC 17),11=309(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-640/0,3-4=-465/0,4-5=-428/0 BOT CHORD 14-15=-161/629,2-15=-158/591 WEBS 5-14=-188/590,3-14=-260/118 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;end vertical 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;Partially Exp.;Ct=1.1 P R F 3)Unbalanced snow loads have been considered for this design. E� OF 4)This truss has been designed for greater of min roof live load of 19.8 psf or 1.00 times flat roof load of 25.0 psf on overhangs ��'` G]N E R s>2 non-concurrent with other live loads. �5 N F 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. -57 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 Cz- 89200P E r" fit between the bottom chord and any other members. 7)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity �. �� of bearing surface. / 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)6,7,9,10,11. 111 cr 9)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)5,2,6,7,9,10,and 11.This y A_OREGON �/ connection is for uplift only and does not consider lateral forces. G "'7-i ,�Dt 1, 10)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)5,6,7,9,10,11. 7O 1, 14 2� T 11)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. /� ` ojP 12)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. R R I L 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 EXPIRES: 12/31/2017 Continued on page 2 August 15,2016 1 1 ®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 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 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 STONERIDGE DEV-MASCORD 2230-E K2276578 18913_STONERIDGE_PAR-1ACG DIAGONAL HIP GIRDER 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 12:16:35 2016 Page 2 ID:EBcF6AQv5y0Z35p6Q4_oJdzXIFw-zHsywxgNTpkz8Sfv3atwJXMi2Mjv0YTvGPrKYDynbFw LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-64,5-12=-64 Trapezoidal Loads(plf) Vert:15=-72(F=-26,B=-26)-to-13=-176(F=-78,B=-78),17=0(F=10,B=10)-to-15=-72(F=-26,B=-26) t I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-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 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 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 STONERIDGE DEV-MASCORD 2230-E K2276580 18913_STONERI DGE_PAR-IAJ 1 Jack-Open 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 12:16:36 2016 Page 1 I D:EBcF6AQv5y0Z35p6Q4_oJdzXIFw-RTQK7Hh?E7sgmcE5dHO9slvxjm6513n2V3bt4fynbFv -20-0 1-11-11 2-0-0 1-11-11 Scale=1:12.3 3 8 6.00 12 0 2 �/ a 1 3x4= 4 1-11-11 1-11-11 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 0.18 Vert(LL) 0.00 7 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.04 Vert(CT) 0.00 7 >999 180 TCDL 7.0 Rep Stress lncr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCLL 0.0 BCDL 1110 * Code IBC2015/TP12014 (Matrix-M) Weight:9 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 1-11-11 oc purlins. BOT CHORD 2x4 DF No.1&Btr 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=30/Mechanical,2=258/0-5-8,4=5/Mechanical Max Horz 2=82(LC 14) Max Uplift3=-22(LC 14),2=-97(LC 14),4=-4(LC 20) Max Gray 3=34(LC 21),2=259(LC 21),4=27(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 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)-2-0-0 to 1-0-0,Interior(1)1-0-0 to 1-11-9 zone;cantilever left and right exposed;end vertical 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;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 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 P R Fss fit between the bottom chord and any other members. ED QF 7)Refer to girder(s)for truss to truss connections. "<(''C‘8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3. <G3 G')N NEF9 <0 9)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2 and 4.This connection is for uplift (5 29 only and does not consider lateral forces. Q 89200 P E 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 411111 .-- alP - , OREGON �� 76 - 14,Z ' Q4- 44RR1L\- 6 EXPIRES: 12/31/2017 August 15,2016 t / MINIM WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 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. 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 Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply STONERIDGE DEV-MASCORD 2230-E • K2276581 18913_STONERIDGE_PAR-1AJ2 Jack-Open 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 12:16:36 2016 Page 1 I D:EBcF6AQv5y0Z35p6Q4_oJdzXIFw-RTQK7Hh?E7sgmcE5dHO9slvxnm4m13n2V3bt4fynbFv -2-0-0 2-4-0 3-11-11 2-0-0 2-4-0 1-7-11 Scale=1:17.4 4 1.5x4 I 6.00 12 w 3 0 9 N 9 13 2 . c 12 N .4= 5 0 IA I 8 7 1.5x4 3x4 = 2-4-0 21518 3-11-11 2-4-0 0-1-8 1-6-3 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 0.18 Vert(LL) -0.01 8 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.19 Vert(CT) -0.01 7 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 5 n/a n/a BCLL 0.0 Code IBC2015/TPI2014 (Matrix-M) Weight:16 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 3-11-11 oc purlins. BOT CHORD 2x4 DF No.1&Btr*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 3-8:2x4 DF Stud/Std MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=78/Mechanical,2=329/0-5-8,5=55/Mechanical Max Horz 2=126(LC 14) Max Uplift4=-46(LC 14),2=-99(LC 14),5=-7(LC 14) Max Gray 4=90(LC 21),2=335(LC 21),5=61(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 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)-2-0-0 to 1-0-0,Interior(1)1-0-0 to 3-10-15 zone;cantilever left and right exposed;end vertical 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;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 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 P R fit between the bottom chord and any other members. ED Oren 7)Refer to girder(s)for truss to truss connections. ‹G 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4. Gj� NG'N EFR S/O 9)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)5 and 2.This connection is for uplift 4Z., 7i9 only and does not consider lateral forces. (t" 89200P E 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. .114111 OREGON�6 4Q -1}' 14,Z° Q�' MERRILY- EXPIRES: 12131/2017 August 15,2016 t ®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 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/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 JobTruss Truss Type Qty Ply STONERIDGE DEV-MASCORD 2230-E K2276582 18913_STONERIDGE_PAR-1EG MONO TRUSS 1 1 • Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 12:16:37 2016 Page 1 ID:EBcF6AQv5y0Z35p6Q4_oJdzXlFw-vf_iLdid?R?hOmol B_vOOyR4o9J2UK5CkiK0c6ynbFu 1 3-3-12 5-9-0 1 6-10-3 1 3-3-12 2-5-4 1-1-3 Scale=1:23.6 4 1.5x4 I I 9 6.00 12 3 12 >11 N 11.N IIIIMIIIIIML/MI 10 7 6 HUS26 HUS26 5x6 - 3x8 4x8 -5 Do not damage plates I 3-3-12 I5-9-0 I 3-3-12 2-5-4 Plate Offsets(X.Y)-- [1:0-3-0.0-2-9].[7:0-4-12.0-1-8] 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 0.23 Vert(LL) -0.03 7-9 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.63 Vert(CT) -0.04 7-9 >999 180 TCDL 7.0 Rep Stress Incr NO WB 0.83 Horz(CT) 0.01 6 n/a n/a BCLL 0.0 * Code IBC2015/TP12014 (Matrix-M) Weight:31 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 4-8-0 oc purlins, except BOT CHORD 2x6 DF 1800F 2.1E end verticals. WEBS 2x4 DF Stud/Std 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) 1=1312/0-5-8,6=1626/Mechanical Max Horz 1=153(LC 25) Max Uplift1=-250(LC 10),6=-385(LC 10) Max Gray 1=1312(LC 1),6=1661(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1862/328 BOT CHORD 1-10=-339/1665,7-10=-339/1665,7-11=-339/1665,6-11=-339/1665 WEBS 2-7=-340/1877,2-6=-2074/459 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;end vertical 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;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. ��` P R �ss 4)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs 0� OF non-concurrent with other live loads. GINE R 1 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �Co lJ E O 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 (L� 2T' fit between the bottom chord and any other members. Q 89200PE f 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=385. 9)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)1.This connection is for uplift only and ',.,,._,,/_---------• 9) does not consider lateral forces. Lw 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. OREGON Lv 11)Use USP HUS26(With 16d nails into Girder&16d nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 2-0-12 from the L 4.7 ,`D left end to 4-0-12 to connect truss(es)to back face of bottom chord. /0 Y 14 "2-`-' Q} 12)Fill all nail holes where hanger is in contact with lumber. /1/ -R 13)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). V/ER R I L LOAD CASE(S) Standard EXPIRES: 12/31/2017 Continued on page 2 August 15,2016 t r MOM A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. ill" 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,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 92680 Job , Truss Truss Type Qty Ply STONERIDGE DEV-MASCORD 2230-E K2276582 18913_STONERIDGE_PAR-1EG MONO TRUSS 1 1 • Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 12:16:37 2016 Page 2 I D:EBcF6AQv5y0Z35p6Q4_oJdzXlFw-vf_iLdid?R?hOmol B_vO0yR4o9J2U K5CkiKQc6ynbFu LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-5=-20,1-3=-64,3-4=-64 Concentrated Loads(Ib) Vert:10=-1305(B)11=-1079(B) t t AWARNING-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 building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTeke 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 STONERIDGE DEV-MASCORD 2230-E K2276584 18913_STONERIDGE_PAR-1F01 California Girder 1 1 i * Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 12:16:39 2016 Page 1 I D:EBcF6AQv5y0Z35p6Q4_oJdzXlFw-r26TmljtX2FOd3yg I PxsU NXNgz1 ayM W VBOpXhynbFs -2-0-0 1 5-4-12 11-1 8-6-0 11-0-5 11-7 17-0-0 2-0-0 5-4-12 0-6-15 2-6-5 2-6-5 0-6-1S 5-4-12 Scale=1:33.0 5x6 3x4= 5x6 3 , 14 [ 115 16 1 6.00 12 0 0 M 6 % 2 ❑° v 11 11 11 11 11 111 11 1 `. II 1 * 18 19 8 20 21 22 23 7 24 25 3x8 = JL24 JL24 3x4 = JL24 JL24 JL24 3x4= JL24 JL24 3x8= JL24 5-4-12 8-6-0 11-7-4 I 17-0-0 I 5-4-12 3-1-4 3-1-4 5-4-12 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) -0.05 7-10 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.44 Vert(CT) -0.08 7-8 >999 180 TCDL 7.0 Rep Stress Ina NO WB 0.26 Horz(CT) 0.03 6 n/a n/a BCLL 0.0 * Code IBC2015/TPI2014 (Matrix-M) Weight:86 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr*Except* TOP CHORD Structural wood sheathing directly applied or 3-11-6 oc purlins,except 3-5:2x6 DF 1800F 2.1E 2-0-0 oc purlins(6-0-0 max.):3-5. BOT CHORD 2x6 DF 1800F 2.1E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Stud/Std MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 6=1074/Mechanical,2=1214/0-5-8 Max Horz 2=91(LC 10) Max Uplift6=-260(LC 11),2=-326(LC 10) Max Grav 6=1325(LC 29),2=1570(LC 29) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2303/466,3-13=-1952/455,13-14=-1959/456,4-14=-1965/460,4-15=-2002/479, 15-16=-1996/476,16-17=-1996/476,5-17=-1990/474,5-6=-2344/488 BOT CHORD 2-18=-390/1958,18-19=-390/1958,8-19=-390/1958,8-20=-551/2291,20-21=-551/2291, 21-22=-551/2291,22-23=-551/2291,7-23=-551/2291,7-24=-358/1996,24-25=-358/1996, 6-25=-358/1996 WEBS 3-8=-60/580,4-8=-532/305,4-7=-515/292,5-7=-60/579 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;end vertical 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;Partially Exp.;Ct=1.1 „op P R OFFS 3)Unbalanced snow loads have been considered for this design. '� G)NE cc) 4)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs �GJ N F non-concurrent with other live loads. ,C 9 5)Provide adequate drainage to prevent water ponding. 89200 P E c-- 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)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)6=260. 10)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2.This connection is for uplift only -7L/ OREGON�tx �lV and does not consider lateral forces. .0 r 14 2° P4 11)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. /1/ R t�, Q' 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. v/ RR(� �- 13)Use USP JL24(With 10d nails into Girder&NA9D nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 2-0-12 from the left end to 14-11-4 to connect truss(es)to front face of bottom chord. 14)Fill all nail holes where hanger is in contact with lumber. EXPIRES: 12/31/2017 Continued on page 2 August 15,2016 N. t AWARNING-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 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 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 STONERIDGE DEV-MASCORD 2230-E K2276584 18913_STONERIDGE_PAR-1F01 California Girder 1 1 r , Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 S Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 12:16:39 2016 Page 2 I D:EBcF6AQv5y0Z35p6Q4_oJdzXlFw-r26TmljtX2FOd3yglPxsUNXNgz1 ayM W VBOpXh_ynbFs NOTES- 15)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)153 lb down and 106 lb up at 5-11-10,196 lb down and 152 lb up at 8-0-12 ,and 196 lb down and 152 lb up at 8-11-4,and 153 lb down and 106 lb up at 11-0-6 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=-64,3-5=-64,5-6=-64,2-6=-20 Concentrated Loads(Ib) Vert:13=-103 14=-129 15=-129 17=-103 18=-43(F)19=-26(F)20=-34(F)21=-34(F)22=-34(F)23=-34(F)24=-26(F)25=-43(F) 1 ®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 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/T911 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 STONERIDGE DEV-MASCORD 2230-E • ` K2276585 18913_STONERIDGE_PAR-1F02 California 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 12:16:40 2016 Page 1 ID:EBcF6AQv5y0Z35p6Q4_oJdzXlFw-JEfrzekVIMNFFDXss7S50b3amNPvhrJeQgZ5DRynbFr 1 -2-0-0 1 3-11-5 I 7-6-12 7-11-11 9-0-5 5 13-0-11 I 17-0-0 2-0-0 3-11-5 3-7-7 0-4-15 1-0-10 0-4-15 3-7-7 3-11-5 Scale=1:32.4 4x4 4x4 4�i 2 e 18 6.00 12 21 1.5x4 1.5x4 3 6 17 22 J • 23 7; 24 NI- 16 16 7 2 ❑° ® M �A Io 1 9 8 4x4= 4x4 = 3x4— 3x4 — I 7-6-12 9-5-4 17-0-0 I 7-6-12 1-10-8 7-6-12 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 0.31 Vert(LL) -0.05 8 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.30 Vert(CT) -0.10 8-12 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.16 Horz(CT) 0.03 7 n/a n/a BCLL 0.0 * Code IBC2015/TP12014 (Matrix-S) Weight:73 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied,except BOT CHORD 2x4 DF No.1&Btr 2-0-0 oc purlins(6-0-0 max.):4-5. WEBS 2x4 DF Stud/Std BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 7=759/Mechanical,2=893/0-5-8 Max Horz 2=112(LC 18) Max Uplift7=-179(LC 15),2=-241(LC 14) Max Gray 7=1099(LC 33),2=1330(LC 33) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-16=-1813/391,16-17=-1790/391,3-17=-1669/401,3-18=-1402/299,4-18=-1295/305, 4-19=-1170/312,19-20=-1170/312,5-20=-1170/312,5-21=-1308/319,6-21=-1405/310, 6-22=-1692/394,22-23=-1698/392,23-24=-1745/390,7-24=-1835/383 BOT CHORD 2-9=-323/1546,8-9=-157/1170,7-8=-309/1575 WEBS 3-9=-423/196,4-9=-15/272,5-8=-38/293,6-8=-455/207 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)-2-0-0 to 1-0-0,Interior(1)1-0-0 to 7-6-12,Exterior(2)7-6-12 to 9-5-4,Interior(1)13-8-3 to 17-0-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber e grip 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat 0roof ts ow);DCat gory II;Exp B;Partially Exp.;Ct=1.1 \��`NG,NE�F0.o 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs ,� �' R 29 non-concurrent with other live loads. :920 r-- 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. /� 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. mum. ct- 8)Refer to girder(s)for truss to truss connections. OREGON 1, 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)7=179. L. 4, ,`D‘ 10)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2.This connection is for uplift only /Q -/ 14,20 Q+ and does not consider lateral forces. �t,, Q3 11)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and W gypsum 'w/ RR 1 1-\- sheetrock be applied directly to the bottom chord. 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. EXPIRES: 12/31/2017 Continued on page 2 August 15,2016 1 I ..... ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. Nur 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 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 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 STONERIDGE DEV-MASCORD 2230-E K2276585 18513_STONERIDGE_PAR-1F02 California 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 12:16:40 2016 Page 2 I D:EBcF6AQv5y0Z35p6Q4_oJdzXIFw-JEfrzekVl M NFFDXss7S50b3amN PvhrJeQgZ5DRynbFr NOTES- 13)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)72 lb down and 61 lb up at 7-11-10,and 72 lb down and 61 lb up at 9-0-6 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=-64,5-7=-64,10-13=-20 Concentrated Loads(Ib) Vert:19=-48 20=-48 t I ®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 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,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 STONERIDGE DEV-MASCORD 2230-E K2276586 18913_STONERIDGE_PAR-1FG CALIFORNIA GIRDER 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 12:16:42 2016 Page 1 ID:EBcF6AQv5y0Z35p6Q4_oJdzXIFw-GdnbOKmmgzdzUXhF_YVZ509mpAwy9cVxt_2BIJynbFp I 5-0-3 p-10-31 9-9-0 I 14-3-0 _ {__ 18-1-13 16-11-1? 24-0-0 I 5-0-3 0-10-0 3-10-13 4-6-1 3-10-13 10-10 -0 5-0-3 Scale=1:42.4 8x12 M18SHS 8x12 M18SHS 3x8= 5x8= 6.00 I12 2 •�, 6I 36<1 6ZI 4 6ZI 18 1,;f, j � FiY� �`, M 0 9 0 0 M N N '!��1 i n 1 1 'hriliT ,- 1 H e e 1 fl fl i . � fl[l 111 I n 1 1 I �» Io 20 11 21 22 10 23 24 9 25 8 26 27 7 28 29 30 4x12= HUS26 8x8= HUS26 HUS26 6x6=HUS26 HUS26 3x8 10x20 M18SHS= JL24 8x8 = JL24 HUS26 JL24 4x12 = HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 Special 5-0-3 9-9-0 I 14-3-0 I 18-11-13 I24-0-0 i 5-0-3 4-8-12 4-6-1 4-8-12 5-0-3 Plate Offsets(X,Y)-- [1:Edge.0-3-14].[2:0-5-0,Edge],[3:0-3-8,0-1-8],[5:0-5-0,Edge],[6:0-0-10,Edge],[7:0-3-8,0-4-12],[9:0-4-12,0-1-8],[10:0-3-0,0-4-81.[11:0-3-8.0-4-12] 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 0.91 Vert(LL) -0.41 9-10 >698 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.97 Vert(CT) -0.62 9-10 >468 180 M18SHS 220/195 TCDL 7.0 Rep Stress Incr NO WB 0.75 Horz(CT) 0.17 6 n/a n/a BCLL 0.0 * Code IBC2015/TPI2014 (Matrix-M) Weight:384 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF 2400F 2.0E*Except* TOP CHORD Structural wood sheathing directly applied or 4-5-11 oc purlins,except 2-5:2x6 DF 1800F 2.1E 2-0-0 oc purlins(5-11-3 max.):2-5. BOT CHORD 2x6 DF 2400F 2.0E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Stud/Std*Except* 2-11,5-7:2x4 DF No.1&Btr REACTIONS. (lb/size) 1=12694/0-5-8,6=12553/0-5-8 Max Horz 1=49(LC 47) Max Uplift1=-2701(LC 7),6=-2593(LC 6) Max Gray 1=12815(LC 27),6=12616(LC 27) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-24527/4940,2-16=-21983/4456,3-16=-21988/4455,3-4=-31123/6331, 4-17=-21242/4621,17-18=-21237/4621,18-19=-21234/4620,5-19=-21233/4619, 5-6=-23698/5131 BOT CHORD 1-20=-4424/21983,11-20=-4424/21983,11-21=-6302/31123,21-22=-6302/31123, 10-22=-6302/31123,10-23=-6489/30660,23-24=-6489/30660,9-24=-6489/30660, 9-25=-6489/30660,8-25=-6489/30660,8-26=-6489/30660,26-27=-6489/30660, 7-27=-6489/30660,7-28=-4554/21237,28-29=-4554/21237,29-30=-4554/21237, 6-30=-4554/21237 WEBS 2-11=-2104/10740,3-11=-10227/2155,3-10=-766/3925,4-10=-541/524,4-9=-836/3747, 4-7=-10543/2195,5-7=-2095/10284 E3 PROF-en �� NOTES- \CO• �tJGINFFR /� 1)3-ply truss to be connected together with 1 Od(0.131"x3")nails as follows: �j Top chords connected as follows:2x4-1 row at 0-4-0 oc,2x6-2 rows staggered at 0-9-0 oc. �� 89200 P E -7 1--- 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. 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 / -r--�1. connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. ,.=Lw 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 Q (envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 -PG 4!OREGON N &II/ 4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 /O -<1}' 14 9 14 p\,.„, � 5)Unbalanced snow loads have been considered for this design. R r)L P- 6)Provide adequate drainage to prevent water ponding. ER R I L`.. 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 EXPIRES: 12/31/2017 fit between the bottom chord and any other members. Continued on page 2 August 15,2016 I I MIIIIIMMI ®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 Mitek®connectors.This design is based only upon parameters shown,and is for an individual building component,note 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,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 STONERIDGE DEV-MASCORD 2230-E K2276586 18513_STONERIDGE_PAR-1FG CALIFORNIA GIRDER 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 12:16:42 2016 Page 2 ID:EBcF6AQv5y0Z35p6Q4_oJdzXlFw-GdnbOKmmgzdzUXhF_YVZ509mpAwy9cVxt_2BIJynbFp NOTES- 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)1=2701,6=2593. 11)"Semi-rigid pitchbreaks including 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)Use USP HUS26(With 16d nails into Girder&16d nails into Truss)or equivalent at 17-0-12 from the left end to connect truss(es)to front face of bottom chord. 14)Use USP JL24(With 10d nails into Girder&NA9D nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 17-11-4 from the left end to 21-11-4 to connect truss(es)to front face of bottom chord. 15)Use USP HUS26(With 16d nails into Girder&16d nails into Truss)or equivalent spaced at 4-0-0 oc max.starting at 1-0-12 from the left end to 22-11-4 to connect truss(es)to back face of bottom chord. 16)Fill all nail holes where hanger is in contact with lumber. 17)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)160 lb down and 111 lb up at 17-11-4,and 133 lb down and 114 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:1-2=-64,2-5=-64,5-6=-64,1-6=-20 Concentrated Loads(Ib) Vert:11=-2312(B)7=-1408(B)13=-1848(B)15=-2294(B)18=-125 19=-83 20=-1979(B)21=-2145(B)22=-2273(B)23=-1408(B)24=-1408(B)25=-1408(B) 26=-3048(F=-1640,B=-1408)27=-31(F)28=-24(F)29=-1408(B)30=-28(F) � I AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1.7473 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 �s 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/TPIl 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 STONERIDGE DEV-MASCORD 2230-E K2276588 18913_STONERIDGE_PAR-1GG California Girder 1 2 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 12:16:44 2016 Page 1 ID:EBcF6AQv5y0Z35p6Q4_oJdzXlFw-COvMpOnoMathjrre5zX1 BRE5?_eadZOELlXIMCynbFn I 3-1-12 13-10-3 I 5-9-14 8-6-0 11-2-2 1 13-1-13 113-10-41 17-0-0 I 3-1-12 0-8-7 1-11-11 2-8-2 2-8-2 1-11-11 0-8-7 3-1-12 Scale=1:29.9 LSSH15-TZ 8x12 M18SHS 8x12 M18SHS 6.00 112 3 4x12= 3x4 I I 4x12 = 8 N 2 i � � 7 6 4x8 — a. -- 4444%414X6= N O_ 9 lirlill Ill � � _ Io 25 26 14 27 28 13 29 30 12 31 11 32 10 33 3x8= J124 8x8 = 3x6 I I HUS26 10x10 = HUS26 3x6 I I 8x8= HUS26 3x8 = HUS26 HUS26 Special Special HUS26 HUS26 Special Special 3-1-12 5-9-14 8-6-0 11-2-2 13-10-4 17-0-0 I 3-1-12 2-8-2 2-8-2 2-8-2 2-8-2 3-1-12 Plate Offsets(X,Y)-- [1:0-8-0,0-0-8],[1:0-7-2,0-3-8],[4:0-6-0,0-1-12],[6:0-6-0,0-1-12],[9:0-7-2,0-3-8],[9:0-8-0,0-0-8],[10:0-4-0,0-4-12],[11:0-4-8,0-1-8],[13:0-4-8,0-1-8],[14:0-4-0 ,0-4-12] 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 1.00 Vert(LL) -0.35 12 >583 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.89 Vert(CT) -0.52 12 >389 180 M18SHS 220/195 TCDL 7.0 Rep Stress Incr NO WB 0.56 Horz(CT) 0.13 9 n/a n/a BCLL 0.0 * Code IBC2015/TPI2014 (Matrix-M) Weight:187 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr*Except* TOP CHORD Structural wood sheathing directly applied,except 2-7:2x6 DF 1800F 2.1E 2-0-0 oc purlins(2-1-8 max.):2-7. BOT CHORD 2x6 DF 2400F 2.0E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF No.1&Btr*Except* 5-12,4-13,6-11:2x4 DF Stud/Std WEDGE Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. (lb/size) 1=8776/0-5-8,9=7444/0-5-8 Max Horz 1=-37(LC 52) Max Upliftl=-1831(LC 7),9=-1717(LC 6) Max Gray 1=8881(LC 28),9=7553(LC 28) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-17577/3736,2-19=-15776/3381,19-20=-15776/3381,20-21=-15780/3381, 4-21=-15783/3381,4-22=-25393/5817,5-22=-25393/5817,5-6=-25393/5817, 6-23=-13661/3174,23-24=-13658/3174,7-24=-13654/3174,7-9=-15221/3505 BOT CHORD 1-25=-3360/15782,25-26=-3360/15782,14-26=-3360/15782,14-27=-5079/23236, 27-28=-5079/23236,13-28=-5079/23236,13-29=-5079/23236,29-30=-5079/23236, 12-30=-5079/23236,12-31=-4903/21392,11-31=-4903/21392,11-32=-4903/21392, 10-32=-4903/21392,10-33=-3118/13659,9-33=-3118/13659 WEBS 4-12=-830 2448,6-11=-372/1624,87/6616,6-21 1 69/4662,6-10=-8777 20 0535,4-14=-8460/1992, ‹,3 .,.NG] -s/0, ,CY 'P 1)NOTPIy truss to be connected together with 10d(0.131"x3")nails as follows: 89200 P E 9l Top chords connected as follows:2x4-1 row at 0-4-0 oc,2x6-2 rows staggered at 0-7-0 oc. / Bottom chords connected as follows:2x6-2 rows staggered at 0-4-0 oc. 0Cg5,./ 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 O OREGON Q connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. -L p, X., 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 /O xiY 14 2- '\ -.. (envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 ,t , �Q 4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 'V,E R R I L" 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. EXPIRES: 12/31/2017 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Continued on page 2 August 15,2016 I A WARNING-Verily 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 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/1PI1 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 Job ; Truss Truss Type Qty Ply STONERIDGE DEV-MASCORD 2230-E K2276588 1913_STONERIDGE_PAR-1GG California Girder 1 2 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 12:16:45 2016 Page 2 ID:EBcF6AQv5y0Z35p6Q4_oJdzXJFw-gCTkOMoe7u?YL_Qgfg2GjenGlOzpMOGNZyGsveynbFm NOTES- 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)Two RT16-2 USP connectors recommended to connect truss to bearing walls due to UPLIFT atjt(s)1 and 9.This connection is for uplift only and does not consider lateral forces. 11)"Semi-rigid pitchbreaks including 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)Use USP HUS26(With 16d nails into Girder&16d nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 3-6-12 from the left end to 15-6-12 to connect truss(es)to front face of bottom chord. 14)Use USP JL24(With 10d nails into Girder&NA9D nails into Truss)or equivalent at 2-0-12 from the left end to connect truss(es)to back face of bottom chord. 15)Use USP LSSH15-TZ(With 10d nails into Girder&NA9D nails into Truss)or equivalent at 4-0-12 from the left end to connect truss(es)to back face of top chord,skewed 0.0 deg.to the left,sloping-26.6 deg.down.Blocking required above the heel of the carried truss to reach full uplift capacity.(See MiTek's"Hanger Blocking Detail"for blocking installation.) 16)Fill all nail holes where hanger is in contact with lumber. 17)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)82 lb down and 97 lb up at 3-1-12,and 123 lb down and 115 lb up at 6-0-12,and 189 lb down and 163 lb up at 8-0-12 on top chord,and 2312 lb down and 424 lb up at 1-6-12,21 lb down and 3 lb up at 4-0-12,21 lb down and 3 lb up at 6-0-12, and 21 lb down and 3 lb up at 8-0-12,and 647 lb down and 264 lb up at 9-3-4 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=-64,2-3=-64,2-7=-64,7-8=-64,7-9=-64,1-9=-20 Concentrated Loads(Ib) Vert:2=-33 10=-1408(F)13=-2282(F=-2269,B=-13)4=-53 20=-40(B)22=-119 25=-2312 26=-2(6)27=-2148(F)28=-14(B)29=-1408(F)30=-13(B)31=-2055(F=-1408, B=-647)32=-1408(F)33=-1408(F) � t ®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 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,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 STONERIDGE DEV-MASCORD 2230-E K2276590 18913_STONERIDGE_PAR-1J01 California Girder 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 12:16:46 2016 Page 1 ID:EBcF6AQv5y0Z35p6Q4_oJdzXlFw-8O16EipGuB7Pz8?ODNZVGsJbOoV85bfXocOPR4ynbFl I -2-0-0 M 12 2-11-111 4-8-5 15-14 I 7-8-0 I 2-0-0 2-6-12 0-4-15 1-8-10 0-4-15 2-6-12 Scale=1:19.0 4x4 4x4 3 X4 6.00 6.0012 "1' 15 16 17 0 0 N o 5 •- 2 • <n - - 0 - - - - a - - °' o ;< O 187 19 20 6 21 JL24 1.5x4 JL24 JL24 1.5x4 JL24 1 3x4= 3x4= 2-6-12 5-1-4 7-8-0 1 2-6-12 2-6-8 2-6-12 Plate Offsets(X,Y)-- [2:0-0-4.0-0-0].[5:0-0-4.0-0-0j 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 0.36 Vert(LL) -0.01 6 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.12 Vert(CT) -0.02 6 >999 180 TCDL 7.0 Rep Stress Incr NO WB 0.04 Horz(CT) 0.00 5 n/a n/a BCLL 0.0 BCDL 10.0 Code IBC20151TP12014 (Matrix-M) Weight:29 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,except BOT CHORD 2x4 DF No.1&Btr 2-0-0 oc purlins(6-0-0 max.):3-4. WEBS 2x4 DF Stud/Std 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=384/Mechanical,2=525/0-5-8 Max Horz 2=63(LC 48) Max Uplift5=-131(LC 11),2=-196(LC 10) Max Gray 5=510(LC 29),2=753(LC 29) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-712/194,3-14=-578/181,14-15=-578/181,15-16=-578/181,16-17=-578/181, 4-17=-578/181,4-5=-703/183 BOT CHORD 2-18=-138/578,7-18=-138/578,7-19=-138/578,19-20=-138/578,6-20=-138/578, 6-21=-138/578,5-21=-138/578 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;end vertical 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;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. P R QFF 4)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs "<<-.S\° S non-concurrent with other live loads. �CJ �NG'I N EF., s% 5)Provide adequate drainage to prevent water ponding. �� 7i� 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 89200 R E 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)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=1b)5=131. r�� 10)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2.This connection is for uplift only .9G �� Ix � OREGON / <(/ and does not consider lateral forces. 11)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. Y 14 20N Q� 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. /�� `Qj 13)Use USP JL24(With 10d nails into Girder&NA9D nails into Truss)or equivalent spaced at 1-6-8 oc max.starting at 2-0-12 from the RR 11- left end to 5-7-4 to connect truss(es)to front face of bottom chord. 14)Fill all nail holes where hanger is in contact with lumber. EXPIRES: 12/31/2017 Continued on page 2 August 15,2016 f f WARNING-Verify 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. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Marek" 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 STONERIDGE DEV-MASCORD 2230-E K2276590 18013_STONERIDGE_PAR— 01 California Girder 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 12:16:46 2016 Page 2 ID:EBcF6AQv5y0Z35p6Q4_oJdzXlFw-8016EipGuB7Pz8?ODNZVGsJbOoV85bfXocOPR4ynbFl NOTES- 15)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)57 lb down and 74 lb up at 2-11-10,85 lb down and 57 lb up at 3-7-4,and 85 lb down and 57 lb up at 4-0-12,and 57 lb down and 74 lb up at 4-8-6 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=-64,3-4=-64,4-5=-64,8-11=-20 Concentrated Loads(Ib) Vert:14=8 15=-78 16=-78 17=8 18=5(F)19=-4(F)20=-4(F)21=5(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 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/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 STONERIDGE DEV-MASCORD 2230-E K2276591 18613_STONERIDGE_PAR-1J02 Common 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 12:16:47 2016 Page 1 ID:EBcF6AQv5y0Z35p6Q4_oJdzXlFwcbbUR1 pufVFGaIZDm54ko3spl Br_g2Zg1 GlyzXynbFk _2-0-0 8.10.0 7_8.0 2-0-0 3-10-0 3-10-0 Scale=1:19.5 4x4= 3 13 14 6.00 12 15 N 12 4 2 5 1.5x4 II 1 3x4= 3x4 = 3-10-0 7-8-0 3-10-0 3-10-0 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 0.18 Vert(LL) -0.01 5-8 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.08 Vert(CT) -0.01 5-8 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.06 Horz(CT) 0.00 4 n/a n/a BCLL 0.0 * Code IBC2015/TP12014 BCDL 10.0 (Matrix-S) Weight:28 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied. WEBS 2x4 DF Stud/Std Mitek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=315/Mechanical,2=457/0-5-8 Max Horz 2=75(LC 14) Max Uplift4=-72(LC 15),2=-138(LC 14) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-12=-358/126,12-13=-302/132,3-13=-287/136,3-14=-285/144,14-15=-302/139, 4-15=-355/138 BOT CHORD 2-5=-51/270,4-5=-51/270 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)-2-0-0 to 1-0-0,Interior(1)1-0-0 to 3-10-0,Exterior(2)3-10-0 to 7-1-8 zone;cantilever left and right exposed;end vertical 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;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. <-10P R OFF. 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 �� NG)NEF,4 `/p fit between the bottom chord and any other members. �� 9 7)Refer to girder(s)for truss to truss connections. :9200 P E 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4. 9)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2.This connection is for uplift only and does not consider lateral forces. 10)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and''A"gypsum sheetrock be applied directly to the bottom chord. -?G OREGON tiK �<C/ <0 ' 14,20N P-} MFRRILL e' EXPIRES: 12/31/2017 August 15,2016 A 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 MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,note 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/IPI1 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 STONERIDGE DEV-MASCORD 2230-E K2276592 18913_STONERIDGE_PAR-1JA01 Jack-Open Girder 3 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 12:16:47 2016 Page 1 ID:EBcF6AQv5y0Z35p6Q4_oJdzXlFw-cbbURlpufVFGalZDm54ko3soXBgwg2VglGlyzXynbFk -2-0-0 1-11-11 6-0-0 2-0-0 1-11-11 4-0-5 Scale=1:15.4 3 6.00 12 8 2 ,X Io ♦ 9 10 4 JL24 JL24 1 3x4= 1 1-10-15 1-11111 6-0-0 i 1-10-15 0-0-12 4-0-5 Plate Offsets(X.Y)-- [2:0-0-4.Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.21 Vert(LL) -0.02 4-7 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.15 Vert(CT) -0.04 4-7 >999 180 TCDL 7.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 2 n/a n/a BCLL 0.0 * BCDL 10.0 Code IBC2015/TP12014 (Matrix-M) Weight:14 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr 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=54/Mechanical,2=274/0-5-8,4=50/Mechanical Max Horz 2=81(LC 10) Max Uplift3=-11(LC 10),2=-88(LC 10) Max Gray 3=61(LC 5),2=275(LC 17),4=81(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 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;cantilever left and right exposed;end vertical 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;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 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. �-(3 P R OF-6- 7)Refer to girder(s)for truss to truss connections. '� G[N E R.o 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3. SCJ N F 9)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2.This connection is for uplift only and 4� -37 does not consider lateral forces. 89200 P E r-- 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 11)Use USP JL24(With 10d nails into Girder&NA9D nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 2-0-12 from the left end to 4-0-12 to connect truss(es)to back face of bottom chord. . 12)Fill all nail holes where hanger is in contact with lumber. 13)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). "�OREGON �<(// LOAD CASE(S) Standard GAO Y 14,2°1 P4 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 ^- Uniform Loads(plf) V/�R R L� Vert:1-3=-64,4-5=-20 EXPIRES: 12/31/2017 Continued on page 2 August 15,2016 1 I ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIl-7473 rev.10/03/2015 BEFORE USE. lot 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 Mile 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 from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 • Job Truss 1::13 STONERIDGE_PAR—UA01 Truss Type Jack-Open Girder Qty 3 Ply 1 STONERIDGE DEV-MASCORD 2230-E K2276592 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 12:16:47 2016 Page 2 ID:EBcF6AQv5y0Z35p6Q4_oJdzXIFw-cbbUR1pufVFGalZDm54ko3soXBgwg2VglGlyzXynbFk LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:9=9(B)10=-17(B) I MOM ®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 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/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 I Job Truss Truss Type Qty Ply STONERIDGE DEV-MASCORD 2230-E K2276593 18913 STONERIDGE_PAR-1JA02 Jack-Open 3 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 12:16:48 2016 Page 1 I D:EBcF6AQv5y0Z35p6Q4_oJdzXlFw-4n85fNq WPpN7CS8PKobzLHP_rbA9ZVIpFwVWVzynbFj -2-0-0 3-11-11 6-0-0 2-0-0 3-11-11 2-0-5 Scale=1:17.2 3 ,; 10 9 2 -.- -,- 6.00[i o 4 1 3x4= 3-10-15 3-1^01 6-0-0 1 3-10-15 0-0-12 2-0-5 Plate Offsets(X.Y1- [2:0-0-8.Edgel 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 0.18 Vert(LL) -0.02 4-7 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.15 Vert(CT) -0.05 4-7 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCLL 0.0 Code IBC2015/TP12014 (Matrix-S) Weight:17 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=96/Mechanical,2=355/0-5-8,4=46/Mechanical Max Horz 2=126(LC 14) Max Uplift3=-62(LC 14),2=-93(LC 14) Max Gray 3=111(LC 21),2=362(LC 21),4=89(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 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)-2-0-0 to 1-0-0,Interior(1)1-0-0 to 3-10-15 zone;cantilever left and right exposed;end vertical 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;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 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 �"p PR Qp- fit between the bottom chord and any other members. G)NE R 7)Refer to girder(s)for truss to truss connections. �CD N F 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3. ,� 9 9)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2.This connection is for uplift only and 89200 P E does not consider lateral forces. 10)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and''A"gypsum sheetrock be applied directly to the bottom chord. _.441110 a -74. 4OREGON�� , 'p q 14 20 EXPIRES: 12/31/2017 August 15,2016 t t A 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.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 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 STONERIDGE DEV-MASCORD 2230-E • K2276594 111,913 STONERIDGE_PAR-1JA03 Jack-Open 3 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 12:16:48 2016 Page 1 I D:EBcF6AQv5y0Z35p6Q4_oJdzXIFw-4n8sfNgWPpN7CS8PKobzLH PyMbAOZVIpFwV W VzynbFj -2-0-0 5-11-11 6-CI-0 2-0-0 5-11-11 0-C-5 Scale=1:22.4 3 6.00 12 10 9 8 2 1 3x4= 4 5-11-11 6-0r0 5-11-11 0-0-5 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.27 Vert(LL) -0.02 4-7 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.16 Vert(CT) -0.05 4-7 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCLL 0.0 * Code IBC2015/TPI2014 (Matrix-S) Weight:20 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=143/Mechanical,2=429/0-5-8,4=53/Mechanical Max Horz 2=171(LC 14) Max Uplift3=-103(LC 14),2=-121(LC 14) Max Gray 3=175(LC 21),2=443(LC 21),4=91(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 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)-2-0-0 to 1-0-0,Interior(1)1-0-0 to 5-10-15 zone;cantilever left and right exposed;end vertical 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;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 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 P R fit between the bottom chord and any other members. E() Or- 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=103. �Co NGI N EFR cSi 9)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2.This connection is for uplift only and does not consider lateral forces. Q 89200 P E 10)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and%'gypsum sheetrock be applied directly to the bottom chord. tt 17, A_OREGON� SGV �O q 14,2° Qk- / RRI1-\- EXPIRES: 12/3112017 August 15,2016 t I A 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 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 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/D.11 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 STONERIDGE DEV-MASCORD 2230-E K2276595 1:•13 STONERIDGE PAR-1JA03A Jack-Open 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 12:16:49 2016 Page 1 I D:EBcF6AQv5y0Z35p6Q4_oJdzXlFw-ZziFsjr9A6V_gcjbuW7CuUx6M?WLIy?zUaE32PynbFi -2-0-0 2-5-8 5-11-11 6-0-0 2-0-0 2-5-8 3-6-3 0-0-5 Scale=1:22.4 3 5 j y 6.00 12 12 9 11 2 <0 r N =, 3x4 = 5 4 1 4x12 % 3x4 I 2-5-8 5-11-11 2-5-8 3-6-3 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 0.38 Vert(LL) -0.01 4-6 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.15 Vert(CT) -0.02 4-6 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCLL 0.0 Code IBC2015/TPI2014 (Matrix-S) Weight:28 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x6 DF 1800F 2.1E BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=124/Mechanical,2=433/0-5-8,4=75/Mechanical Max Horz 2=169(LC 14) Max Uplift3=-90(LC 14),2=-131(LC 14) Max Gray 3=154(LC 21),2=447(LC 21),4=100(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 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)-2-0-0 to 0-10-8,Interior(1)0-10-8 to 5-10-15 zone;cantilever left and right exposed;end vertical 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;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 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 P R fit between the bottom chord and any other members. �� OI 7)Refer to girder(s)for truss to truss connections. <C G'N E ss0 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3. Co �N F9 (• (Z)9)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2.This connection is for uplift only and � �9 does not consider lateral forces. Q 89200 P E 10)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and''A"gypsum sheetrock be applied directly to the bottom chord. -/ 441,00 -74. , OREGON /O -/ 14,2P'` P} RR 10- EXPIRES: 12/31/2017 August 15,2016 t 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 M7ek@ 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 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/IP11 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 Job Truss Truss Type Qty Ply STONERIDGE DEV-MASCORD 2230-E K2276596 1e913_STONERIDGE_PAR-1JA04 Jack-Open 3 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 12:16:49 2016 Page 1 I D:EBcF6AQv5y0Z35p6Q4_oJdzXlFw-ZziFsjr9A6V_gcjbuW7CuUx71?WEly?zUaE32PynbFi -2-0-0 6-0-0 7-11-11 2-0-0 6-0-0 1-11-11 Scale=1:27.6 4 , lY 0 3 6.00 12 11 1 10 9 1' v � v A 9 Cr 2 o 1 3x4= 5 I 6-0-0 H 6-0-0 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 0.26 Vert(LL) -0.02 5-8 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.16 Vert(CT) -0.05 5-8 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCLL 0.0 * Code IBC2015/TP12014 (Matrix-S) Weight:23 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings Mechanical except(jt=length)2=0-5-8,3=0-1-8. (Ib)- Max Horz 2=216(LC 14) Max Uplift All uplift 100 lb or less at joint(s)4 except 2=-102(LC 14),3=-150(LC 14) Max Gray All reactions 250 lb or less at joint(s)4,5 except 2=439(LC 21),3=252(LC 21) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 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)-2-0-0 to 1-0-0,Interior(1)1-0-0 to 7-10-15 zone;cantilever left and right exposed;end vertical 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;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 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 P R fit between the bottom chord and any other members. �� QF cS 7)Refer to girder(s)for truss to truss connections. C. 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3. �GJ� NG j NEER s�� 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4. `.<4 10)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2 and 3.This connection is for uplift 8920N:4:- 0 P E only and does not consider lateral forces. 11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. 12)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and'/z'gypsum _. \9G2 . sheetrock be applied directly to the bottom chord. t••' 74. OREGON �tv xil' 14,2�N10- MERR��L6 EXPIRES: 12L31/2017 August 15,2016 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 Mi rek®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,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 STONERIDGE DEV-MASCORD 2230-E ` K2276597 18913 STONERIDGE_PAR-1JA04A Jack-Open 1 1 i , Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 12:16:49 2016 Page 1 ID:EBcF6AQv5y0Z35p6Q4_oJdzXlFw-ZziFsjr9A6V_gcjbuW7CuUx6M?WMIy?zUaE32PynbFi -2-0-0 I 2-5-8 I 6-0-0 I 7-11-11 2-0-0 2-5-8 3-6-8 1-11-11 Scale=1:27.6 4, u Iv 0 3 6.00 112 1 yiiiiiiio00000oiiiiiiiiiiiiiii„ioiiooioi00000000/iiiii00000 13 m 0 12 m M A 2 ea Y dp v IM a M 3x4= 6 5 1 4x12 % 3x4 = I 2-5-8 I 2-5-8 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.38 Vert(LL) -0.01 5-7 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.15 Vert(CT) -0.02 5-7 >999 180 TCDL 7.0 Rep Stress Ina YES WB 0.00 Horz(CT) -0.00 4 n/a n/a BCLL 0.0 * Code IBC2015/TP12014 (Matrix-S) Weight:31 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x6 DF 1800F 2.1E BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings Mechanical except(jt=length)2=0-5-8,3=0-3-0. (lb)- Max Horz 2=213(LC 14) Max Uplift All uplift 100 lb or less at joint(s)4 except 2=-116(LC 14),3=-137(LC 14) Max Gray All reactions 250 lb or less at joint(s)4,5,3 except 2=445(LC 21) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 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)-2-0-0 to 0-10-8,Interior(1)0-10-8 to 7-10-15 zone;cantilever left and right exposed;end vertical 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;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 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 P R F fit between the bottom chord and any other members. EQ QF 7)Refer to girder(s)for truss to truss connections. s 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4. ,N ,. I N EF9 c�jO 9)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2 and 3.This connection is for uplift 4� 7/9 only and does not consider lateral forces. 89200 P E 10)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. 11)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and Y"gypsum , ' sheetrock be applied directly to the bottom chord. . OREGON �"II 2_ 47 <0 qY 14,2-\ P�-- MRRII-\- 0 EXPIRES: 12/31/2017 August 15,2016 f A 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 MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,note 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,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 STONERIDGE DEV-MASCORD 2230-E K2276598 18913_STONERIDGE_PAR-1JA05 Jack-Open 3 1 • Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 12:16:50 2016 Page 1 I D:EBcF6AQv5y0Z35p6Q4_oJdzXlFw-1 AGd335nxQdrRmI nSDeRQiUJGPsT1 OE6jE_darynbFh -2-0-0 6-0-0 9-11-11 2-0-0 6-0-0 3-11-11 Scale=1:32.8 5, Iq 0 4 I:. 6.00 12 3 11 11 o o 11 9 10 2 1 6 3x4 = 6-0-0 6-0-0 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 0.24 Vert(LL) -0.02 6-9 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.16 Vert(CT) -0.05 6-9 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 5 n/a n/a BCLL 0.0 * Code IBC2015/TPI2014 BCDL 10.0 (Matrix-S) Weight:26 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings Mechanical except(jt=length)2=0-5-8,3=0-1-8,4=0-1-8. (Ib)- Max Horz 2=260(LC 14) Max Uplift All uplift 100 lb or less at joint(s)5,2,4 except 3=-153(LC 14) Max Gray All reactions 250 lb or less at joint(s)5,6,3,4 except 2=435(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 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)-2-0-0 to 1-0-0,Interior(1)1-0-0 to 9-10-15 zone;cantilever left and right exposed;end vertical 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;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 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 P R fit between the bottom chord and any other members. Ep QF 7)Refer to girder(s)for truss to truss connections. cS' 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3,4. GJ� NGj NEER sip 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5. 25� 10)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2,3,and 4.This connection is for Cc- uplift :9200p <' uplift only and does not consider lateral forces. /� 11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4. 12)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and'A"gypsum sheetrock be applied directly to the bottom chord. � L OREGON �4� /O �Y14, 4° P3-* MFRR11-A-6 EXPIRES: 12/31/2017 August 15,2016 4 I ®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 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/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 STONERIDGE DEV-MASCORD 2230-E K2276599 16913_STONERIDGE_PAR-1JA05A Jack-Open 1 1 • • Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 12:16:51 2016 Page 1 I D:EBcF6AQv5y0Z35p6Q4_oJdzXIFw-VMq?HPtPikli3vt_?x9gzvl SspCrmrUGyujA6lynbFg -2-0-0 1 2-5-8 6-0-0 9-11-11 2-0-0 2-5-8 3-6-8 3-11-11 Scale=1:33.2 5, 1 I 0 4 _dic 11 6.00 12 3 11 13 0 0 r4v v 3x4= 2 r 1°'? 1 IM 7 6 3x4 II 4x12 I 2-5-8 I 2-5-8 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 0.38 Vert(LL) -0.01 6-8 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.15 Vert(CT) -0.02 6-8 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 5 n/a n/a BCLL 0.0 * Code IBC2015/TP12014 (Matrix-S) Weight:34 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x6 DF 1800F 2.1E BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings Mechanical except(jt=length)2=0-5-8,3=0-3-0,4=0-1-8. (Ib)- Max Horz 2=258(LC 14) Max Uplift All uplift 100 lb or less at joint(s)5,2,4 except 3=-140(LC 14) Max Gray All reactions 250 lb or less at joint(s)5,6,3,4 except 2=440(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 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)-2-0-0 to 0-10-8,Interior(1)0-10-8 to 9-10-15 zone;cantilever left and right exposed;end vertical 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;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 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 willP R F fit between the bottom chord and any other members. OF7)Refer to girder(s)for truss to truss connections. (..-5 G N E cS's/ 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4. �NFR9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5. �/910)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2,3,and 4.This connection is for 89721:::.,,E, 200 P E uplift only and does not consider lateral forces. 11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4. r. 12)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and'%"gypsum sheetrock be applied directly to the bottom chord. 414111P Q yL , OREGON C. A, 70 l' 14,2°.\ Q+ MFRR10- 6 EXPIRES: 12/31/2017 August 15,2016 1 I MM ®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 MTekr8 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,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 STONERIDGE DEV-MASCORD 2230-E K2276600 169113_STONERIDGE_PAR-1JA06 Jack-Open 3 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 12:16:51 2016 Page 1 ID:EBcF6AQv5y0Z35p6Q4_oJdzXlFw-VMq?HPtPikli3vt_?x9gzvl UOpCimrUGyujA6lynbFg -2-0-0 6-0-0 11-11-11 I 2-0-0 6-0-0 5-11-11 Scale=1:37.9 6, I00 5 4 6.00 112 12 _ 3 0 • `y = v 11 2 o 1 M. 7 3x4= 6-0-0 6-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.24 Vert(LL) -0.02 7-10 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.16 Vert(CT) -0.05 7-10 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 6 n/a n/a BCLL 0.0 * Code IBC20151TP12014 (Matrix-S) Weight:29 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied. MiTek 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)6=Mechanical,2=0-5-8,7=Mechanical. (Ib)- Max Horz 2=305(LC 14) Max Uplift All uplift 100 lb or less at joint(s)6,2,4,5 except 3=-153(LC 14) Max Gray All reactions 250 lb or less at joint(s)6,7,3,4,5 except 2=435(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-11=-252/90,3-11=-250/121 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)-2-0-0 to 1-0-0,Interior(1)1-0-0 to 11-10-15 zone;cantilever left and right exposed;end vertical 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;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 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 �Ep P R OFF fit between the bottom chord and any other members. c'< Gj NE R s/ 7)Refer to girder(s)for truss to truss connections. N F 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3,4,5. w 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6. Q 89200 P E 10)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2,3,4,and 5.This connection is for ti uplift only and does not consider lateral forces. 11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4,5. . 12)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and%"gypsum -TM, • sheetrock be applied directly to the bottom chord. OREGON mak(/ LSO • 14, 2 >\ MER R 10- EXPIRES' 12/31/2017 August 15,2016 � I ®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 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,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 STONERIDGE DEV-MASCORD 2230-E K2276601 18913_STONERIDGE_PAR-UA06A Jack-Open 1 1 { Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 12:16:52 2016 Page 1 I D:EBcF6AQv5y0Z35p6Q4_oJdzXIFw-zYONUlt1 T1 tYh3SAZegvV6ZdcCX4V IkPAYTjekynbFf -2-0-0 2-5-8 6-0-0 11-11-11 2-0-0 2-5-8 3-6-8 5-11-11 Scale=1:38.5 6, - Iv 5 is 6.00 12 14 4 _ 3 0 • /1 3x4= 2 G 1111 #40....azidinsI se 1 8 7 3x4 4x12 2-5-8 2-5-8 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 0.38 Vert(LL) -0.01 7-9 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.15 Vert(CT) -0.02 7-9 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCLL 0.0 * Code IBC2015/TP12014 (Matrix-S) Weight:38 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x6 DF 1800F 2.1E BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings Mechanical except(jt=length)2=0-5-8,3=0-3-0,4=0-1-8,5=0-1-8. (Ib)- Max Horz 2=303(LC 14) Max Uplift All uplift 100 lb or less at joint(s)6,2,4,5 except 3=-140(LC 14) Max Gray All reactions 250 lb or less at joint(s)6,7,3,4,5 except 2=440(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 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)-2-0-0 to 0-10-8,Interior(1)0-10-8 to 11-10-15 zone;cantilever left and right exposed; end vertical 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;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 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 P R F fit between the bottom chord and any other members. QF 7)Refer to girder(s)for truss to truss connections. N G j N E 9 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4,5. �Co F O 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6. �� 7/9 10)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2,3,4,and 5.This connection is for Cc- 89200 P E c- uplift only and does not consider lateral forces. 11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4,5. - 12)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and'%"gypsum sheetrock be applied directly to the bottom chord. r' - Q -4. ,OREGON R � <O )' 14,ti°� P- MERRIL� EXPIRES: 12/31/2017 August 15,2016 t / A 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 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 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/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 STONERIDGE DEV-MASCORD 2230-E K2276602 18913_STONERIDGE_PAR-1JA07 Jack-Open 3 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 12:16:52 2016 Page 1 I D:EBcF6AQv5y0Z35p6Q4_oJdzXlFw-zYONUlt1 T1 tYh3SAZegvV6ZfhCXxVIkPAYTjekynbFf -2-0-0 6-0-0 13-11-11 2-0-0 6-0-0 7-11-11 Scale=1:43.1 7 Iv 6 145 6.00 h2 13 4 - ; o 3 '9 v th 12 2 I o 1 8 3x4 = 6-0-0 6-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCL/ 25.0 Plate Grip DOL 1.15 TC 0.25 Vert(LL) -0.02 8-11 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.16 Vert(CT) -0.05 8-11 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 7 n/a n/a BCLL 0.0 Code IBC2015/TP12014 (Matrix-S) Weight:33 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied. MiTek 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)7=Mechanical,2=0-5-8,8=Mechanical,3=0-3-0. (Ib)- Max Horz 2=350(LC 14) Max Uplift All uplift 100 lb or less at joint(s)7,2,4,5,6 except 3=-153(LC 14) Max Gray All reactions 250 lb or less at joint(s)7,8,3,4,5,6 except 2=437(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-12=-293/116,3-12=-292/147 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)-2-0-0 to 1-0-0,Interior(1)1-0-0 to 13-10-15 zone;cantilever left and right exposed;end vertical 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;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 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 �Ep P R Q,c 4-0 fit between the bottom chord and any other members. 0. 7)Refer to girder(s)for truss to truss connections. �J� NG j N�F std 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4,5,6. ,-_N 9 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)7. 89200 P E 10)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2,3,4,5,and 6.This connection is for uplift only and does not consider lateral forces. 11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4,5,6. 12)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and'''/"gypsum sheetrock be applied directly to the bottom chord. y OREGON V// LSO q y 14,2°'\ P4 46, MRR11-\- EXPIRES: 12/31/2017 August 15,2016 ®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 MiTek®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/TPIl 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 STONERIDGE DEV-MASCORD 2230-E a K2276603 18913_STONERIDGE_PAR-1JA07A Jack-Open 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 S Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 12:16:53 2016 Page 1 ID:EBcF6AQv5y0Z35p6Q4_oJdzXIFw-Rkyli5ufELOPIDI M7MB82K6nMctJEI_ZPCCHBAynbFe -2-0-0 2-5-8 6-0-0 13-11-11 I 2-0-0 2-5-8 3-6-8 7-11-11 7 Scale=1:49.1 Iv 6 6.00 12 165 1s 4 aD 9 m 0 3 - 2 0111xs 0 ID 1 9 8 4x12 3x4=- 3x4 3x4 =I 2-5-8 2-5-8 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 0.38 Vert(LL) -0.01 8-10 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.15 Vert(CT) -0.02 8-10 >999 180 TCDL 7.0 Rep Stress lncr YES WB 0.00 Horz(CT) -0.00 7 n/a n/a BCLL 0.0 * Code IBC2015/TP12014 (Matrix-S) Weight:41 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x6 DF 1800F 2.1E BOT CHORD Rigid ceiling directly applied. MiTek 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)7=Mechanical,2=0-5-8,8=Mechanical,3=0-3-0. (Ib)- Max Horz 2=348(LC 14) Max Uplift All uplift 100 lb or less at joint(s)7,,2,4,5,6 except 3=-140(LC 14) Max Gray All reactions 250 lb or less at joint(s)7,8,3,4,5,6 except 2=440(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-287/140 NOTES- 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)-2-0-0 to 0-10-8,Interior(1)0-10-8 to 13-10-15 zone;cantilever left and right exposed; end vertical 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;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 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 P R QFF fit between the bottom chord and any other members. `�,c<<5°GI NF R.c1 7)Refer to girder(s)for truss to truss connections. N 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4,5,6. ‘‘../� 2� 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)7. Q 89200 P E 10)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2,3,4,5,and 6.This connection is for uplift only and does not consider lateral forces. 11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4,5,6. 12)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and%"gypsum sheetrock be applied directly to the bottom chord. OREGON 4, Ltx /0� y 14,2 ' P�� MERRII.\- EXPIRES: 12/31/2017 August 15,2016 � I AWARN/NG-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 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 MiTe 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/TPIl 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 STONERIDGE DEV-MASCORD 2230-E K2276604 16913_STONERIDGE_PAR—UA08 Jack-Open 3 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 12:16:53 2016 Page 1 ID:EBcF6AQv5y0Z35p6Q4_oJdzXlFw-Rkyli5ufELOPIDI M7MB82K6pWctAEI_ZPCCHBAynbFe -2-0-0 6-0-0 15-11-11 2-0-0 6-0-0 9-11-11 6.00 112 Scale=1:49.2 9, Iy 3x4% 7 16 15 6 5 4 3 14 2 1 M 10 3x4= 6-0-0 6-0-0 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 0.24 Vert(LL) -0.02 10-13 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.16 Vert(CT) -0.05 10-13 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 9 n/a n/a BCLL 0.0 ' Code IBC2015/TP12014 (Matrix-S) Weight:36 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied. MiTek 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,2=0-5-8,10=Mechanical. (Ib)- Max Horz 2=395(LC 14) Max Uplift All uplift 100 lb or less at joint(s)9,2,4,5,7,8 except 3=-154(LC 14) Max Gray All reactions 250 lb or less at joint(s)9,10,3,4,5,7,8 except 2=435(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-14=-337/143,3-14=-335/175,3-4=-259/123 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)-2-0-0 to 1-0-0,Interior(1)1-0-0 to 15-10-15 zone;cantilever left and right exposed;end vertical 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;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 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 os�p P R�FF fit between the bottom chord and any other members. \C;\ NGj NE9 O �� 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3,4,5,7,8. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)9. Q 89200 P E �� 10)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2,3,4,5,7,and 8.This connection is for uplift only and does not consider lateral forces. 11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4,5,7,8. ,I1OF . 12)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and''A"gypsum "an sheetrock be applied directly to the bottom chord. 17 A OREGON ,(/ L -1)' 14 2°� P4 MFR R 11.-\- 6 EXPIRES: 12/31/2017 August 15,2016 r A 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 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/TPIl 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 STONERIDGE DEV-MASCORD 2230-E K2276605 18913_STONERIDGE_PAR-1JA08A Jack-Open 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 12:16:54 2016 Page 1 I D:EBcF6AQv5y0Z35p6Q4_oJdzXlFw-vxW8vRvH?f8GwNcZh3iNaXfy60DYzCEiesygjdynbFd -2-0-0 2-5-8 6-0-0 15-11-11 2-0-0 2-5-8 3-6-8 9-11-11 6.00 12 Scale=1:52.0 9 Iv 8 3x4 7 18 6 17 5 4 3 n n 3x4= 2 .1.111.11111111 1 ' 11 10 4x12%3x4 = 2-5-8 2-5-8 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 0.38 Vert(LL) -0.01 10-12 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.15 Vert(CT) -0.02 10-12 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 9 n/a n/a BCLL 0.0 Code IBC2015/TPI2014 (Matrix-S) Weight:44 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x6 DF 1800F 2.1E BOT CHORD Rigid ceiling directly applied. MiTek 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,2=0-5-8,10=Mechanical,3=0-3-0. (Ib)- Max Horz 2=393(LC 14) Max Uplift All uplift 100 lb or less at joint(s)9,2,4,5,7,8 except 3=-139(LC 14) Max Gray All reactions 250 lb or less at joint(s)9,10,3,4,5,7,8 except 2=440(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-330/167,3-4=-258/122 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)-2-0-0 to 0-10-8,Interior(1)0-10-8 to 15-10-15 zone;cantilever left and right exposed; end vertical 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;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 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 nED PR QFe fit between the bottom chord and any other members. cS' 7)Refer to girder(s)for truss to truss connections. cos NG)N EFR s�� 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4,5,7,8. 444� -7 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)9. ' 89200 P E 10)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2,3,4,5,7,and 8.This connection is for uplift only and does not consider lateral forces. • 11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4,5,7,8. 12)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and'Y"gypsum O ,� � • sheetrock be applied directly to the bottom chord. 172,_ 0- ON � <O (/) 14,Z0A MFR R I L\- EXPIRES: 12/31/2017 August 15,2016 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. tut 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,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 STONERIDGE DEV-MASCORD 2230-E K2276606 1'913_STONERIDGE_PAR-1JE01 JACK-OPEN GIRDER 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 12:16:55 2016 Page 1 I D:EBcF6AQv5y0Z35p6Q4_oJdzXlFw-N73W7mwvmyG7YXBIEmDc71B9WQa9ifUrswhNF3ynbFc I -2-0-0 I 1-11-11 5-7-8 2-0-0 1-11-11 3-7-13 Scale=1:14.7 3 6.00 I 12 8 oc, 2 v a> a ♦ 9 10 4 JL24 JL24 1 3x4 = I 1-10-15 1-11111 5-7-8 I 1-10-15 0-0-12 3-7-13 Plate Offsets(X,Y)-- [2:0-0-4.Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.21 Vert(LL) -0.01 4-7 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.13 Vert(CT) -0.03 4-7 >999 180 TCDL 7.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 2 n/a n/a BCLL 0.0 " BCDL 10.0 Code IBC2015/TP12014 (Matrix-M) Weight:14 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 5-7-8 oc purlins. BOT CHORD 2x4 DF No.1&Btr 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=49/Mechanical,2=273/0-5-8,4=48/Mechanical Max Horz 2=81(LC 28) Max Uplift3=-12(LC 10),2=-88(LC 10) Max Gray 3=54(LC 5),2=274(LC 17),4=75(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 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;end vertical 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;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 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. � (,R OFF7)Refer to girder(s)for truss to truss connections. c5'8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3. (/<-,:i7D o �NG]N E�-- cS/,9)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2.This connection is for uplift only and7. "7 does not consider lateral forces. 89200 P E r 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 11)Use USP JL24(With 10d nails into Girder&NA9D nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 2-0-12 from the / left end to 4-0-12 to connect truss(es)to front face of bottom chord. �`� 12)Fill all nail holes where hanger is in contact with lumber. 13)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). OREGON tic LOAD CASE(S) Standard /O 9}' 14,Z°\ k- 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 /� xiQ' Uniform Loads(plf) F{R Ia 0- Vert:1-3=-64,4-5=-20 EXPIRES: 12/31/2017 Continued on page 2 August 15,2016 t t 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 MiTek®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 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,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 STONERIDGE DEV-MASCORD 2230-E K2276606 18913_STONERIDGE_PAR-1JE01 JACK-OPEN GIRDER 1 1 w Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 12:16:55 2016 Page 2 I D:EBcF6AQv5y0Z35p6Q4_oJdzXIFw-N73W7mwvmyG7YXBIEmDc71B9WQa9ifUrsWhNF3ynbFc LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:9=9(F)10=-17(F) 1 I ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. int 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 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 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 STONERIDGE DEV-MASCORD 2230-E K2276607 18913_STONERIDGE_PAR--1JE02 JACK-OPEN 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 12:16:55 2016 Page 1 I D:EBcF6AQv5y0Z35p6Q4_oJdzXIFw-N73W7mwvmyG7YXBIEmDc7IBA4QZ5ifUrsWhNF3ynbFc -2-0-0 3-11-11 5-7-8 2-0-0 3-11-11 1-7-13 Scale=1:17.2 3 6.00 12 10 9 2 8 Io 4 . 3x4 = 3-9-7 3-16-3 5-7-8 3-9-7 0-0-12 1-9-5 Plate Offsets(X,Y)-- [2:0-0-8,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.18 Vert(LL) -0.02 4-7 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.13 Vert(CT) -0.04 4-7 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCLL 0.0 * Code IBC20151TP12014 (Matrix-S) Weight:17 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=95/Mechanical,2=351/0-5-8,4=44/Mechanical Max Horz 2=126(LC 14) Max Uplift 3=-63(LC 14),2=-95(LC 14) Max Gray 3=110(LC 21),2=358(LC 21),4=83(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 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)-2-0-0 to 1-0-0,Interior(1)1-0-0 to 3-10-15 zone;cantilever left and right exposed;end vertical 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;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 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 '<<Y‘EO PR OFen fit between the bottom chord and any other members. 5 GINE R 7)Refer to girder(s)for truss to truss connections. ' N F 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3. � 2S� 9)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2.This connection is for uplift only and Q :9200P does '/: es not consider lateral forces. /� 10)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and "gypsum sheetrock be applied directly to the bottom chord. AP 7G , OREGONt< 4,/� �O qy 14,2-\ ‘;.1k- R.) 4 MERRII�- e' EXPIRES: 12/31/2017 August 15,2016 � 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-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 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,OSB-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 STONERIDGE DEV-MASCORD 2230-E K2276608 I1 913_STONERIDGE_PAR-1JE03 JACK-OPEN 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 12:16:55 2016 Page 1 I D:EBcF6AQv5y0Z35p6Q4_oJdzXlFw-N73W7mwvmyG7YXBIEmDc71B9zQZzifUrsWhNF3ynbFc -2-0-0 5-7-8 5111-11 2-0-0 5-7-8 0-4-3 Scale=1:22.4 3 4 FJ I6 6.00 ,2 11 O 10 N 9 2 4 is 1 3x4= 5 5-7-8 5-7-8 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 0.25 Vert(LL) -0.02 5-8 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.14 Vert(CT) -0.04 5-8 >999 180 TCDL 7.0 Rep Stress lncr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCLL 0.0 * Code IBC2015/TP12014 (Matrix-S) Weight:20 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=417/0-5-8,5=50/Mechanical,3=155/0-2-5 Max Horz 2=171(LC 14) Max Uplift2=-117(LC 14),3=-109(LC 14) Max Gray 2=428(LC 21),5=85(LC 5),3=189(LC 21) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 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)-2-0-0 to 1-0-0,Interior(1)1-0-0 to 5-11-11 zone;cantilever left and right exposed;end vertical 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;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 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 PR F fit between the bottom chord and any other members. ED OF c5' 7)Refer to girder(s)for truss to truss connections. �G 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3. Co• NG'N EFS s�� 9)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2 and 3.This connection is for uplift 14../:7 9 only and does not consider lateral forces. ' 89200 P E 10)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. 11)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and''/z"gypsum . sheetrock be applied directly to the bottom chord. �L ,4,„OREGON .01 , O Y 14,Z°'\ P} MFRRIL�- � EXPIRES: 12131/2017 August 15,2016 � r A 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 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,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 STONERIDGE DEV-MASCORD 2230-E K2276609 15913_STONERIDGE_PAR-1JF01 Jack-Open Girder 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 12:16:56 2016 Page 1 ID:EBcF6AQv5y0Z35p6Q4_oJdzXlFw-rJduK6wYXGO AhlxoUlrgykKFgwR6k?5ARxnVynbFb -2-0-0 I1-11-11 I6-0-0 2-0-0 1-11-11 4-0-5 Scale=1:15.4 3 ,- 6.00 12 8 J 2 v ,k 1" a ♦ 9 10 4 JL24 JL24 1 3x4= I 140-15 1-11111 6-0-0 i 1-10-15 0-0-12 4-0-5 Plate Offsets(X.Y)-- (2:Edge.0-0-4] 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 0.21 Vert(LL) -0.02 4-7 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.16 Vert(CT) -0.04 4-7 >999 180 TCDL 7.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 2 n/a n/a BCLL 0.0 * Code IBC20151TP12014 (Matrix-M) Weight:14 lb FT=20% BCDL 10.0 LUMBER- BRACING- . TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr 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=61/Mechanical,2=278/0-5-8,4=62/Mechanical Max Horz 2=81(LC 28) Max Uplift3=-16(LC 10),2=-90(LC 10) Max Gray 3=65(LC 17),2=279(LC 17),4=85(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. 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;end vertical 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;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 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. <� 0 P R OFe,c, 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. �� NG]N EF9 /� 9)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2.This connection is for uplift only and �C *"9 does not consider lateral forces. C .. 89200 P E r 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ' 11)Use USP JL24(With 10d nails into Girder&NA9D nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 2-0-12 from the left end to 4-0-12 to connect truss(es)to front face of bottom chord. 61110 .. 12)Fill all nail holes where hanger is in contact with lumber. O t... Q 13)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). OREGON 4(/ LOAD CASE(S) Standard �1-7O'7,q 1. 14,2�N �� 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 �f I 0,,\>:- Uniform IP Uniform Loads(plf) MFR R 10- Vert:1-3=-64,4-5=-20 EXPIRES: 12/3112017 Continued on page 2 August 15,2016 I I ®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 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 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/TPIl 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 STONERIDGE DEV-MASCORD 2230-E • K2276609 18913_STONERIDGE_PAR—IJF01 Jack-Open Girder 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 12:16:56 2016 Page 2 ID:EBcF6AQv5y0Z35p6Q4_oJdzXlFw-rJduK6wYXGO_AhlxoUlrgykKFgwR6k?5ARxnVynbFb LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:9=9(F)10=-41(F) I ®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 M7ek®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,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 STONERIDGE DEV-MASCORD 2230-E K2276610 11 913_STONERIDGE_PAR-1JF02 Jack-Open 2 1 .` Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 12:16:56 2016 Page 1 ID:EBcF6AQv5y0Z35p6Q4_oJdzXlFw-rJduK6wYXGO_AhlxoUlrgykLpgvl R6k?5ARxnVynbFb -2-0-0 3-11-11 6-0-0 2-0-0 3-11-11 2-0-5 Scale=1:17.2 3 1; 6.00 112 10 9 2 8 4 1 3x4= 3-10-15 3-11101 6-0-0 3-10-15 0-0-12 2-0-5 Plate Offsets(X.Y)-- [2:0-0-8,Edge] 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 0.18 Vert(LL) -0.02 4-7 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.15 Vert(CT) -0.05 4-7 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCLL 0.0 * Code 1BC2015/TP12014 (Matrix-S) Weight:17 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=96/Mechanical,2=355/0-5-8,4=46/Mechanical Max Horz 2=126(LC 14) Max Uplift3=-62(LC 14),2=-93(LC 14) Max Gray 3=111(LC 21),2=362(LC 21),4=89(LC 5) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 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)-2-0-0 to 1-0-0,Interior(1)1-0-0 to 3-10-15 zone;cantilever left and right exposed;end vertical 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;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 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 �EI) P R QFF fit between the bottom chord and any other members. \�*c- NG]N EF9 0/0 8) 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)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2.This connection is for uplift only and Q 89200 P E does not consider lateral forces. 10)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and'''A"gypsum sheetrock be applied directly to the bottom chord. -y ,�OREGON�� £Q '10qy 14,2� ? MERRILA_ EXPIRES. 12/31/2017 August 15,2016 t ®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 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/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 Job Truss Truss Type Qty Ply STONERIDGE DEV-MASCORD 2230-E K2276611 18913_STONERIDGE_PAR-1JF03 Jack-Open 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 12:16:57 2016 Page 1 ID:EBcF6AQv5y0Z35p6Q4_oJdzXlFw-KWBGXSxAIaWrnrK8MBG4CAHU4DF7AZz8KgAUKxynbFa -2-0-0 5-11-11 61-0 2-0-0 5-11-11 0-0-5 Scale=1:22.4 3 6.00 12 10 9 8 � 2 ►� o 1 3x4— 4 5-11-11 5-11-11 0-d-5 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 0.27 Vert(LL) -0.02 4-7 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.16 Vert(CT) -0.05 4-7 >999 180 TCDL 7.0 Rep Stress lncr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 * Code IBC2015/TP12014 (Matrix-S) Weight:20 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 3=143/Mechanical,2=429/0-5-8,4=53/Mechanical Max Horz 2=171(LC 14) Max Uplift3=-103(LC 14),2=-121(LC 14) Max Gray 3=175(LC 21),2=443(LC 21),4=91(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 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)-2-0-0 to 1-0-0,Interior(1)1-0-0 to 5-10-15 zone;cantilever left and right exposed;end vertical 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;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 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 �� P R OF�s fit between the bottom chord and any other members. ED 7)Refer to girder(s)for truss to truss connections. o 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)3=103. �5 NGI N 9)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2.This connection is for uplift only and 44,:;-, �9 does not consider lateral forces. Q 89200 P E 10)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and W gypsum sheetrock be applied directly to the bottom chord. 7, 1)4 A.kid , 7O )' 14,22 -4 MFR R 11-\- EXPIRES: 12/31/2017 August 15,2016 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-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 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 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 STONERIDGE DEV-MASCORD 2230-E K2276612 18913_STONERIDGE_PAR-1JF04 Jack-Open 2 1 , Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 12:16:57 2016 Page 1 I D:EBcF6AQv5y0Z35p6Q4_oJdzXlFw-KWBGXSxAIaWrnrK8MBG4CAHUHDF6AZz8KgAU KxynbFa -2-0-0 6-0-0 7-11-11 2-0-0 6-0-0 1-11-11 Scale=1:27.6 4 , 0 3 6.00 12 11 F( 9 10 9 sr9 2 o 3x4= 5 6-0-0 I 6-0-0 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 0.26 Vert(LL) -0.02 5-8 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.16 Vert(CT) -0.05 5-8 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCLL 0.0 * Code IBC2015/TPI2014 (Matrix-S) Weight:23 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings Mechanical except(jt=length)2=0-5-8,3=0-1-8. (Ib)- Max Horz 2=216(LC 14) Max Uplift All uplift 100 lb or less at joint(s)4 except 2=-102(LC 14),3=-150(LC 14) Max Gray All reactions 250 lb or less at joint(s)4,5 except 2=439(LC 21),3=252(LC 21) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 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)-2-0-0 to 1-0-0,Interior(1)1-0-0 to 7-10-15 zone;cantilever left and right exposed;end vertical 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;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 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 PR F fit between the bottom chord and any other members. �D QF cS' 7)Refer to girder(s)for truss to truss connections. G 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3. Co \AG'j N EF s/0 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4. 44,/� 10)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2 and 3.This connection is for uplift 89200 P E only and does not consider lateral forces. 11)2Beveledhisplateegoshim res thated to ue fullf bearing surface with truss chordgat joint(s)3. 12)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and%"gypsum sheetrock be applied directly to the bottom chord. - ,�OREGONN� �, 7O Ty 14,2° 0'- /14RRIL\- EXPIRES: 12/31/2017 August 15,2016 � I ®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 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 Qualify CrIeria,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 STONERIDGE DEV-MASCORD 2230-E K2276613 10913_STONERIDGE_PAR-UGO1 Jack-Open Girder 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 12:16:58 2016 Page 1 ID:EBcF6AQv5y0Z35p6Q4_oJdzXlFw-oileloyo3teiP_vKwvnJINpgldc8vODIZUw2sOynbFZ -2-0-0 � 1-11-11 3-9-0 2-0-0 1-11-11 1-9-5 Special Scale=1:12.2 3 TA 8 6.00 12 2 0 d 9 JL24 4 1 3x4= 1-10-15 1-111111 3-9-0 1-10-15 0--12 1-9-5 Plate Offsets(X.Y)-- [2:0-0-8.Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ltd PLATES GRIP TCLL 25.0 (Roof Snow=25 0) Plate Grip DOL 1.15 I TC 0.21 Vert(LL) -0.00 4-7 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.04 Vert(CT) -0.01 4-7 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code IBC2015/TP12014 (Matrix-M) Weight:11 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 3-9-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr 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=66/Mechanical,2=262/0-5-8,4=21/Mechanical Max Horz 2=81(LC 10) Max Uplift3=-38(LC 10),2=-89(LC 10) Max Gray 3=69(LC 17),2=264(LC 17),4=48(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 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;cantilever left and right exposed;end vertical 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;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 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. �� P R opk-n 7)Refer To USP(s)for torsre trussconnections. to �� G)NE 9 2 8)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)3 and 2.This connection is for uplift _GJ N F only and does not consider lateral forces. 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 89200 P E l 10)Use USP JL24(With 10d nails into Girder&NA9D nails into Truss)or equivalent at 2-0-12 from the left end to connect truss(es)to front face of bottom chord. �••� 11)Fill all nail holes where hanger is in contact with lumber. ' • V 12)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). a LOAD CASE(S) Standard yG ,� Cr OREGON�� 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 70 -9y 1 4,20 Uniform Loads(plf) hint QIP Vert:1-3=-64,4-5=-20 Elq Concentrated Loads(Ib) Vert:3=-34(F)9=9(F) EXPIRES: 12/31/2017 August 15,2016 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 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 Qualty 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 STONERIDGE DEV-MASCORD 2230-E K2276614 18913_STONERIDGE_PAR-UG-1 MONO TRUSS 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 12:17:00 2016 Page 1 I D:EBcF6AQv5y0Z35p6Q4_oJdzXIFw-k5tPAU_2bVuQe13i1 Kpngoul zRFcNwjbOnP8wGynbFX 3-9-0 7-7-11 3-9-0 3-10-11 Scale=1:24.6 4 F Io 6.00 12 3 y 10 1.5x4 H 2 ,a N dr 7 1 1111411111 6 JUS26 JL24 5 3x4 = 3x4 I I 3-9-0 3-9-0 Plate Offsets(X.Y)-- [1:0-1-8,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.17 Vert(LL) -0.01 6-8 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.24 Vert(CT) -0.02 6-8 >999 180 TCDL 7.0 Rep Stress Incr NO WB 0.00 HOrz(CT) -0.00 4 n/a n/a BCLL 0.0 * Code IBC2015/TP12014 (Matrix-M) Weight:22 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 3-9-0 oc purlins, except BOT CHORD 2x6 DF 1800F 2.1E end verticals. WEBS 2x4 DF Stud/Std 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. All bearings 0-1-8 except(jt=length)1=0-5-8,6=Mechanical. (Ib)- Max Horz 1=135(LC 7) Max Uplift All uplift 100 lb or less at joint(s)1,4,3 except 6=-244(LC 10) Max Gray All reactions 250 lb or less at joint(s)4,3 except 1=525(LC 1), 6=667(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-6=-250/145 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;end vertical 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;Partially Exp.;Ct=1.1 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 willñGIN EDPR OFfit between the bottom chord and any other members.6)Refer to girder(s)for truss to truss connections.7)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4,3. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)6=244. 89200 P E 9l 9)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)1,4,and 3.This connection is for uplift only and does not consider lateral forces. 10)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)4,3. • 11)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. Cr 12)Use USP JUS26(With 10d nails into Girder&10d nails into Truss)or equivalent at 1-0-12 from the left end to connect truss(es)to y A_OREGON 4(/ back face of bottom chord. L ,�D� 11� 13)Use USP JL24(With 10d nails into Girder&NA9D nails into Truss)or equivalent at 3-0-12 from the left end to connect truss(es)to O '41}'' 1 4 rLQ Pr back face of bottom chord. q I 14)Fill all nail holes where hanger is in contact with lumber. R I L 15)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOADCASE(S) Standard EXPIRES: 12/31/2017 Continued on page 2 August 15,2016 t t A 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 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 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 STONERIDGE DEV-MASCORD 2230-E K2276614 18913_STONERIDGE_PAR—UG-1 MONO TRUSS 1 1 + Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 12:17:00 2016 Page 2 I D:EBcF6AQv5y0Z35p6Q4_oJdzXIFw-k5tPAU_2bVuQel3i 1 Kpngou 1 zRFcNwjbOnP8wGynbFX LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-5=-20,1-2=-64,2-4=-64 Concentrated Loads(Ib) Vert:8=-490(B)9=-295(B) ®WARNING-Verify 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 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/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 STONERIDGE DEV-MASCORD 2230-E K2276615 1'8913_STONERIDGE_PAR-1JGO2 Jack-Open 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 12:16:58 2016 Page 1 I D:EBcF6AQv5y0Z35p6Q4_oJdzXlFw-oileloyo3teiP_vKwvnJlNphEdcyvODIZUw2sOynbFZ -2-0-0 3-9-0 3-11111 2 0 0 3-9-0 -2-11 Scale=1:17.4 3 6.00 ,2 10 N � N 9 2 8 G A 4 1 3x4= 3-9-0 3-9-0 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 0.18 Vert(LL) -0.00 4-7 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.06 Vert(CT) -0.01 4-7 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCLL 0.0 * Code IBC2015/TPI2014 BCDL 10.0 (Matrix-M) Weight:14 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 3-9-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr 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=89/Mechanical,2=328/0-5-8,4=33/Mechanical Max Horz 2=125(LC 14) Max Uplift3=-64(LC 14),2=-104(LC 14) Max Gray 3=104(LC 21),2=335(LC 21),4=56(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 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)-2-0-0 to 1-0-0,Interior(1)1-0-0 to 3-10-9 zone;cantilever left and right exposed;end vertical 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;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 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 fit between the bottom chord and any other members. �� P R OF- 7)Refer to girder(s)for truss to truss connections. S 8)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)3 and 2.This connection is for uplift �JD NGI N.E. `r/p only and does not consider lateral forces. 4<./� 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 89200 P E r 12_ 47 OREGON �� qty 14,2 P`�' MFR R I L\- 6 EXPIRES: 12/31/2017 August 15,2016 f A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MO-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 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 STONERIDGE DEV-MASCORD 2230-E K2276616 18913_STONERIDGE_PAR-1JGO3 Jack-Open 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 12:16:59 2016 Page 1 ID:EBcF6AQv5y0Z35p6Q4_oJdzXlFw-GuJ1y8zQgBmZ18UWTclYHbMswlyBeTTRnBfbOgynbFY I -2-0-0 3-9-0 5-11-11 2-0-0 3-9-0 2-2-11 Scale=1:22.7 411 6.00 12 3 11 o 4 Wm 10 a 9 c 2o0000,0i 1t PM 1 5 3x4= I 3-9-0 I 3-9-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.18 Vert(LL) -0.00 5-8 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.06 Vert(CT) -0.01 5-8 >999 180 TCDL 7.0 Rep Stress Ina YES WB 0.00 Horz(CT) -0.00 4 n/a n/a BCLL 0.0 Code IBC2015/TPI2014 (Matrix-M) Weight:17 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 3-9-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr 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. All bearings Mechanical except(jt=length)2=0-5-8,3=0-3-0. (Ib)- Max Horz 2=171(LC 14) Max Uplift All uplift 100 lb or less at joint(s)4,2 except 3=-112(LC 14) Max Gray All reactions 250 lb or less at joint(s)4,5,3 except 2=329(LC 21) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 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)-2-0-0 to 1-0-0,Interior(1)1-0-0 to 5-10-15 zone;cantilever left and right exposed;end vertical 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;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 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 P R fit between the bottom chord and any other members. �� QF 7)Refer to girder(s)for truss to truss connections. �� GINE ,s/2 8)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)4,2,and 3.This connection is for 'GJ N F uplift only and does not consider lateral forces. 9 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. 89200 P E 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. i 4OREGON tx X42 <O '9) 14,2°N P-\- MFR R10- e' EXPIRES: 12/31/2017 August 15,2016 I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. lilt 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/TPI1 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 Job ` Truss Truss Type Qty Ply STONERIDGE DEV-MASCORD 2230-E K2276617 16913_STONERIDGE_PAR-1JGO4 Jack-Open 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 S Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 12:16:59 2016 Page 1 ID:EBcF6AQv5y0Z35p6Q4_oJdzXIFw-GuJ 1 y8zQq BmZ18U WTcIYHbMgd 1 yBeTTRn8fbOgynbFY 2-0-0 3-9-0 7-11-11 I 2-0-0 3-9-0 4-2-11 Scale=1:28.0 4 I7 0 6.00 12 10 0 3 0 9v r4 9 2 / I' c 1 3x4= 5 3-9-0 3-9-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.27 Vert(LL) -0.00 5-8 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.06 Vert(CT) -0.01 5-8 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 4 n/a n/a BCLL 0.0 * Code IBC2015/TP12014 (Matrix-M) Weight:20 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 3-9-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr 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. All bearings Mechanical except(jt=length)2=0-5-8,3=0-3-0. (Ib)- Max Horz 2=216(LC 14) Max Uplift All uplift 100 lb or less at joint(s)4,2 except 3=-160(LC 14) Max Gray All reactions 250 lb or less at joint(s)4,5,3 except 2=328(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 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)-2-0-0 to 1-0-0,Interior(1)1-0-0 to 7-10-15 zone;cantilever left and right exposed;end vertical 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;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 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 �� P Fss fit between the bottom chord and any other members. �� O/C 7)Refer to girder(s)for truss to truss connections. i . G)N E R 8)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)4,2,and 3.This connection is for . uplift only and does not consider lateral forces. N 9 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. Q 89200 P E 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. _..A11111,/g:- OREGON �� /O y 14,2O M&-RR6 EXPIRES: 12/31/2017 August 15,2016 t r MM 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 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/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 y Truss Truss Type Qty Ply STONERIDGE DEV-MASCORD 2230-E K2276619 18913_STONERIDGE_PAR-1JJ01 Jack-Open Girder 2 1 � Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 12:17:01 2016 Page 1 ID:EBcF6AQv5y0Z35p6Q4_oJdzXlFw-CHRnNq_gMoOHGSevb1 KONORB?re06NzkFR8iTjynbFW -2-0-0 1-11-11 3-0-0 2-0-0 1-11-11 1-0-5 Special Scale=1:12.2 3 8 6.00 12 0 2 1 Io 9 JL24 4 1 I 3x4= 1-10-15 1-11111 3-0-0 1-10-15 0-0-12 1-0-5 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.21 Vert(LL) 0.00 7 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.03 Vert(CT) -0.00 4-7 >999 180 TCDL 7.0 Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 2 n/a n/a BCLL 0.0 * Code IBC2015/TP12014 (Matrix-M) Weight:10 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr 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=63/Mechanical,2=259/0-5-8,4=12/Mechanical Max Horz 2=81(LC 10) Max Uplift3=-40(LC 10),2=-92(LC 10) Max Gray 3=67(LC 17),2=260(LC 17),4=34(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 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;end vertical 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;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 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)Refer to girder(s)for truss to truss connections. ‘E� P R 0Pe 8)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)3 and 2.This connection is for uplift G)N - R s� only and does not consider lateral forces. �� \,‘ F o 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ,� -7 10)Use USP JL24(With 10d nails into Girder&NA9D nails into Truss)or equivalent at 2-0-12 from the left end to connect truss(es)to Cc- 89200 P E - back face of bottom chord. 11)Fill all nail holes where hanger is in contact with lumber. 12)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 OREGON 44 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 1 \t A. Uniform Loads(plf) �O '9Y 1 4 2� Vert:1-3=-64,4-5=-20 q- Concentrated Loads(lb) Y' R I L\- Vert:3=-34(B)9=9(B) EXPIRES: 12L31/2017 August 15,2016 � t A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 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 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,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 STONERIDGE DEV-MASCORD 2230-E K2276620 1r8913_STONERIDGE_PAR-1JJO2 Jack-Open 2 1 • Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 S Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 12:17:01 2016 Page 1 ID:EBcF6AQv5y0Z35p6Q4_oJdzXlFw-CH RnNq_gMoOHGSevb1 KONORCUre06NzkFR8iTjynbFW -2-0-0 3-0-0 3-6-3 I 2-0-0 3-0-0 0-6-3 Scale=1:16.3 3 4 �" o 6.0012 11 I 10 o op 9 2 ' I 5 1 3x4= I 3-0-0 3-0-0 LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.18 Vert(LL) 0.00 8 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.03 Vert(CT) -0.00 5-8 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCLL 0.0 * Code IBC2015/TP12014 (Matrix-M) Weight:13 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr 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. All bearings Mechanical except(jt=length)2=0-5-8,3=0-1-8. (Ib)- Max Horz 2=116(LC 14) Max Uplift All uplift 100 lb or less at joint(s)4,2,3 Max Gray All reactions 250 lb or less at joint(s)4,5,3 except 2=297(LC 21) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 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)-2-0-0 to 1-0-0,Interior(1)1-0-0 to 3-5-7 zone;cantilever left and right exposed;end vertical 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;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 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 fit between the bottom chord and any other members. „so PR QFe 7)Refer to girder(s)for truss to truss connections. s 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3. �CJ� ��1G N EFR 9)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)4,2,and 3.This connection is for � -7 uplift uplift only and does not consider lateral forces. 89200 P E 10)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. 11)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ] 414. � • L OREGON 44/ "g}- q}- 14,'l ' Q' EXPIRES: 12/31/2017 August 15,2016 � t A 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 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,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 STONERIDGE DEV-MASCORD 2230-E K2276621 18913_STONERIDGE_PAR-1JS01 Jack-Open Girder 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 12:17:02 2016 Page 1 ID:EBcF6AQv5y0Z35p6Q4_oJdzXlFw-gT?9bA?16688ucD591sFvD_MkEyRrgDtT5uF?9ynbFV I -2-0-0 I 1-11-11 I 6-0-0 I 2-0-0 1-11-11 4-0-5 Scale=1:15.4 3 ;; ' 6.00 12 8 2 1///////////////////////////////////i s o X m 0 A 9 10 4 JL24 JL24 1 3x4= 1-10-15 1-11111 6-0-0 I 1-10-15 0-0-12 4-0-5 Plate Offsets(X.Y)-- [2:0-0-4.Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.21 Vert(LL) -0.02 4-7 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.15 Vert(CT) -0.04 4-7 >999 180 TCDL 7.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 2 n/a n/a BCLL 0.0 Code IBC2015/TPI2014 BCDL 10.0 (Matrix-M) Weight:14 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr 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=54/Mechanical,2=274/0-5-8,4=50/Mechanical Max Horz 2=81(LC 28) Max Uplift3=-11(LC 10),2=-88(LC 10) Max Gray 3=61(LC 5),2=275(LC 17),4=81(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 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;end vertical 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;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 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. �`ED P R OFF- 7)Refer to girder(s)for truss to truss connections. • <G 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3. \ �NG[, GIN .-,c- -�� 9)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2.This connection is for uplift only and 4,1••••7 9 does not consider lateral forces. 89200 P E 1.-- 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. • • 11)Use USP JL24(With 10d nails into Girder&NA9D nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 2-0-12 from the • / • left end to 4-0-12 to connect truss(es)to back face of bottom chord. • 12)Fill all nail holes where hanger is in contact with lumber. -vi Iii It 13)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). OREGON, `�<(/ LOAD CASE(S) Standard �G%Q ,91. 2-°2-°.\1 4 � "` 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 AAII QIP Uniform Loads(plf) 'Y/ R R I0- Vert:1-3=-64,4-5=-20 EXPIRES: 12/31/2017 Continued on page 2 August 15,2016 I ...- A WARNING-Verify 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. 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 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 STONERIDGE DEV-MASCORD 2230-E K2276621 18913_STONERIDGE_PAR-1JS01 Jack-Open Girder 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 S Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 12:17:02 2016 Page 2 ID:EBcF6AQv5y0Z35p6Q4_oJdzXlFw-gT?9bA?16688ucD591sFvD_MkEyRrgDtT5uF?9ynbFV LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:9=9(B)10=-17(B) t ®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 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,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 STONERIDGE DEV-MASCORD 2230-E K2276622 18913_STONERIDGE_PAR-US02 Jack-Open 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 12:17:02 2016 Page 1 ID:EBcF6AQv5y0Z35p6Q4_oJdzXlFw-gT?9bA?16688ucD591sFvD_NIEyRrgDtT5uF?9ynbFV -2-0-0 3-11-11 1 6-0-0 2-0-0 3-11-11 2-0-5 Scale=1:17.2 3 ' 'I 1 12 10 9 2 1‘‘:?)Or ,- - 6.00[ Io0 4 1 3x4= l- 3-10-15 3-11111 6-0-0 I 3-10-15 0-6-12 2-0-5 Plate Offsets(X.Y1- [2:0-0-8.Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.18 Vert(LL) -0.02 4-7 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.15 Vert(CT) -0.05 4-7 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCLL 0.0 Code IBC2015/TP12014 BCDL 10.0 (Matrix-S) Weight:17 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=96/Mechanical,2=355/0-5-8,4=46/Mechanical Max Horz 2=126(LC 14) Max Uplift3=-62(LC 14),2=-93(LC 14) Max Gray 3=111(LC 21),2=362(LC 21),4=89(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=l40mph(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)-2-0-0 to 1-0-0,Interior(1)1-0-0 to 3-10-15 zone;cantilever left and right exposed;end vertical 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 11;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 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 _or) P ROFF fit between the bottom chord and any other members. G]N� R s 7)Refer to girder(s)for truss to truss connections. �� N F o 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3. �� - -37 9)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2.This connection is for uplift only and Z 89200 P E I-- does not consider lateral forces. 10)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and%"gypsum sheetrock be applied directly to the bottom chord. yL OREGON bt �vip 4Q 70 Y 14,2°\ P4 SFR R I V-\- v EXPIRES: 12/31/2017 August 15,2016 i A 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 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 WI iTe 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 Qualify Criteria,DSB-8?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 STONERIDGE DEV-MASCORD 2230-E K2276623 16913_STONERIDGE_PAR-US03 Jack-Open 1 1 • Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 S Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 12:17:03 2016 Page 1 ID:EBcF6AQv5y0Z35p6Q4_oJdzXlFw-8gYXoWOxtQG?VmoHiSNUSRW WZeIXaHS1 ildpXbynbFU -2-0-0 5-11-11 6-0j0 2-0-0 5-11-11 04-5 Scale=1:22.4 3 6.00 F12- 10 9 8 2 1O 6 1 3x4= 4 5-11-11 6-Cr0 5-11-11 0-C-5 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.27 Vert(LL) -0.02 4-7 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.16 Vert(CT) -0.05 4-7 >999 180 TCDL 7.0 Rep Stress Ina YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCLL 0.0 * Code IBC2015/TPI2014 (Matrix-S) Weight:20 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 3=143/Mechanical,2=429/0-5-8,4=53/Mechanical Max Horz 2=171(LC 14) Max Uplift3=-103(LC 14),2=-121(LC 14) Max Gray 3=175(LC 21),2=443(LC 21),4=91(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 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)-2-0-0 to 1-0-0,Interior(1)1-0-0 to 5-10-15 zone;cantilever left and right exposed;end vertical 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;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 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 fit between the bottom chord and any other members. ��Q P R OF� 7)Refer to girder(s)for truss to truss connections. S 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)3=103. �J� 0AG1 N�F 0/0 9)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2.This connection is for uplift only and 4C 7/9 does not consider lateral forces. z 9200 P E 10)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and'''A"gypsum sheetrock be applied directly to the bottom chord. 401Ve .. yG 47 OREGON �� /O 1� 14,2 ��- MFRR10- �' EXPIRES: 12/31/2017 August 15,2016 ®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 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 misses 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 s, Truss Truss Type Qty Ply STONERIDGE DEV-MASCORD 2230-E K2276624 13913_STONERI DGE_PAR-US04 Jack-Open 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 12:17:03 2016 Page 1 I D:EBcF6AQv5y0Z35p6Q4_oJdzXlFw-BgYXoWOxtQG?VmoHiSNUSRW Wmel WaHS1 ildpXbynbFU I -2-0-0 6-0-0 7-11-11 I 2-0-0 6-0-0 1-11-11 Scale=1:27.6 4 , l' <9 3 00000eo,000000000000000o 6.00 12 11 '( I Tr 10 <9 a A- 9 2 " BITIMINIIIIII.- 7- 1 3x4= 5 I fi-0-0 I 6-0-0 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 0.26 Vert(LL) -0.02 5-8 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.16 Vert(CT) -0.05 5-8 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCLL 0.0 Code IBC2015/TP12014 BCDL 10.0 (Matrix-S) Weight:23 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings Mechanical except(jt=length)2=0-5-8,3=0-1-8. (Ib)- Max Horz 2=216(LC 14) Max Uplift All uplift 100 lb or less at joint(s)4 except 2=-102(LC 14),3=-150(LC 14) Max Gray All reactions 250 lb or less at joint(s)4,5 except 2=439(LC 21),3=252(LC 21) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 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)-2-0-0 to 1-0-0,Interior(1)1-0-0 to 7-10-15 zone;cantilever left and right exposed;end vertical 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;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 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 fit between the bottom chord and any other members. �� P R QFe 7)Refer to girder(s)for truss to truss connections. o 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3. \�� NG'NE�R s�O 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4. ,N ""57 10)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2 and 3.This connection is for uplift Q 89200 P E c only and does not consider lateral forces. 11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. 12)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and Y."gypsum ] 11. sheetrock be applied directly to the bottom chord. �v/ C, - , OREGON 4. �� /O 1y 14,20 4 MER R 10- v EXPIRES: 12L31/2017 August 15,2016 t I -- ,©WARNING-Verily 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 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,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 STONERIDGE DEV-MASCORD 2230-E 1.8913_STONERIDGE_PAR-1,1S05 Jack-Open 1 1 K2276625 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 12:17:04 2016 Page 1 I D:EBcF6AQv5y0Z35p6Q4_oJdzXIFw-ds6wOr1 ZejOr7vNUG9uj_e3ik2dlJkiAxPNM31 ynbFT -2-0-0 6-0-0 9-11-11 2-0-0 6-0-0 3-11-11 Scale=1:32.8 5, Iv 0 4 6.00 12 3 1'.1 11 4 :1 9 Y i 4 10 2 S � 1 6 3x4 = 6-0-0 6-0-0 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 0.24 Vert(LL) -0.02 6-9 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.16 Vert(CT) -0.05 6-9 >999 180 TCDL 7.0 Rep Stress Ina YES WB 0.00 Horz(CT) -0.00 5 n/a n/a BCLL 0.0 * Code IBC2015/TP12014 (Matrix-S) Weight:26 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings Mechanical except(jt=length)2=0-5-8,3=0-1-8,4=0-1-8. (Ib)- Max Horz 2=260(LC 14) Max Uplift All uplift 100 lb or less at joint(s)5,2,4 except 3=-153(LC 14) Max Gray All reactions 250 lb or less at joint(s)5,6,3,4 except 2=435(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 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)-2-0-0 to 1-0-0,Interior(1)1-0-0 to 9-10-15 zone;cantilever left and right exposed;end vertical 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;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 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. Q`�0 P R OFF 7)Refer to girder(s)for truss to truss connections. 5' 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3,4. -.Co NG j N s�o 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5. 7i"37 10)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2,3,and 4.This connection is for Q 89200 P E uplift only and does not consider lateral forces. 11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4. / 12)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and'A"gypsum sheetrock be applied directly to the bottom chord. 4 -y CC OREGON � `-'"i "7-9gy14,`4°.\ EXPIRES: 12/31/2017 August 15,2016 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 MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,note 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/IPI1 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 *s, Truss Truss Type Qty Ply STONERIDGE DEV-MASCORD 2230-E K2276626 1•8913_STONERIDGE_PAR--1JTO1 Jack-Open Girder 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 12:17:04 2016 Page 1 I D:EBcF6AQv5y0Z35p6Q4_oJdzXlFw-ds6wOr1 ZejOr7vNUG9uj_e3iE2dvJkiAxPNM31 ynbFT I -2-0-0 I 1-11-11 6-0-0 2-0-0 1-11-11 4-0-5 Scale=1:15.4 3 ; 6.00 112 8 2 o , 0, xo ♦ 9 10 4 JL24 JL24 1 3x4= I 1-10-15 1-11111 6-0-0 I 1-10-15 0-0-12 4-0-5 Plate Offsets(X.Y)-- I2:0-0-4.Edge] LOADING(psf) TCLL 25.0 SPACING- 2-0-0 1 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.21 Vert(LL) -0.02 4-7 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.15 Vert(CT) -0.04 4-7 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 (Matrix-M) Weight:14 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr 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=54/Mechanical,2=274/0-5-8,4=50/Mechanical Max Horz 2=81(LC 28) Max Uplift3=-11(LC 10),2=-88(LC 10) Max Gray 3=61(LC 5),2=275(LC 17),4=81(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 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;end vertical 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;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 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. _0 P R°FF 7)Refer to girder(s)for truss to truss connections. <CS G] 0.0 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3. <0J N FR 0 45 NE 9)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2.This connection is for uplift only and '1"'9 does not consider lateral forces. :920 f 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 11)Use USP JL24(With 10d nails into Girder&NA9D nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 2-0-12 from the j left end to 4-0-12 to connect truss(es)to back face of bottom chord. / 12)Fill all nail holes where hanger is in contact with lumber. (31 13)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). OREGON �<(/, LOAD CASE(S) Standard i6 '9Y 14 20'\ P'�- 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) SFR R 1 t\- �' Vert:1-3=-64,4-5=-20 EXPIRES: 12/31/2017 Continued on page 2 August 15,2016 s, r WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Mt+ 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/7911 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 STONERIDGE DEV-MASCORD 2230-E • K2276626 1.8913_STONERIDGE_PAR—UTO1 Jack-Open Girder 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 S Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 12:17:04 2016 Page 2 I D:EBcF6AQv5y0Z35p6Q4_oJdzXIFw-ds6wOr1 ZejOr7vNUG9uj_e3iE2dvJkiAxPNM31 ynbFT LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:9=9(B)10=-17(B) r.1111M 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 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/7P11 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 h Job Truss Truss Type Qty Ply STONERIDGE DEV-MASCORD 2230-E K2276627 18913_STONERIDGE_PAR-UT02 Jack-Open 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 12:17:05 2016 Page 1 ID:EBcF6AQv5y0Z35p6Q4_oJdzXIFw-52glDB1BP1Wil3xggtPyXscuYSz82ByKA36vcUynbFS I -2-0-0 I 3-11-11 6-0-0 2-0-0 3-11-11 2-0-5 Scale=1:17.2 3 ,` 6.00 i12 10 9 2 M v 8 ' ro O64 ' 0 4 1 3x4= 3-10-15 3-11111 6-0-0 3-10-15 0-0-12 2-0-5 Plate Offsets(X.Y)-- [2:0-0-8.Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.18 Vert(LL) -0.02 4-7 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.15 Vert(CT) -0.05 4-7 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCLL 0.0 BCDL 10.0 Code IBC2015/TP12014 (Matrix-S) Weight:17 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=96/Mechanical,2=355/0-5-8,4=46/Mechanical Max Horz 2=126(LC 14) Max Uplift3=-62(LC 14),2=-93(LC 14) Max Gray 3=111(LC 21),2=362(LC 21),4=89(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 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)-2-0-0 to 1-0-0,Interior(1)1-0-0 to 3-10-15 zone;cantilever left and right exposed;end vertical 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;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 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 �EO PR pFF fit between the bottom chord and any other members. �� [N4-,,,sc5' 7)Refer to girder(s)for truss to truss connections. Co G / 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3. ��?\ �N OZ9 9)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2.This connection is for uplift only and 89200 P E does not consider lateral forces. 10)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and''/"gypsum sheetrock be applied directly to the bottom chord. / / , OREGON �� LiO , 14,2cv z- MR R RA- A' EXPIRES: 12/31/2017 August 15,2016 1 I n WARNING-Verify 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. 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 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 STONERIDGE DEV-MASCORD 2230-E K2276628 38913_STONERIDGE_PAR-UTO3 Jack-Open 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 12:17:05 2016 Page 1 ID:EBcF6AQv5y0Z35p6Q4_oJdzXIFw-52gIDB1BP1Wil3xggtPyXscs3Sz?2ByKA36vcUynbFS -2-0-0 5-11-11 6-CH-0 2-0-0 5-11-11 0-C-5 Scale=1:22.4 3 6.00 112 10 9 8 2 1 3x4= 4 5-11-11 641-0 5-11-11 0-0-5 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.27 Vert(LL) -0.02 4-7 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.16 Vert(CT) -0.05 4-7 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCLL 0.0 * Code IBC2015/TP12014 (Matrix-S) Weight:20 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=143/Mechanical,2=429/0-5-8,4=53/Mechanical Max Horz 2=171(LC 14) Max Uplift3=-103(LC 14),2=-121(LC 14) Max Gray 3=175(LC 21),2=443(LC 21),4=91(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;VuIt=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)-2-0-0 to 1-0-0,Interior(1)1-0-0 to 5-10-15 zone;cantilever left and right exposed;end vertical 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;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 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. ��(� P R O/C� 7)Refer to girder(s)for truss to truss connections. s 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)3=103. <.3 ,NG I N4-.„5:. s/0 9)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2.This connection is for uplift only and 4Gf� 7/9 does not consider lateral forces. Q 89200 P E f 10)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and'A"gypsum sheetrock be applied directly to the bottom chord. 1.40, Ce Q -574, OREGON �, /O qy 14, �' MFR2.°1\Ri1-\-6 EXPIRES: 12L31L2017 August 15,2016 IMMO ®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 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,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 ti Truss Truss Type Qty Ply STONERIDGE DEV-MASCORD 2230-E K2276629 T8913_STONERIDGE_PAR-1JTO4 MONO TRUSS 8 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 12:17:05 2016 Page 1 ID:EBcF6AQv5y0Z35p6Q4_oJdzXlFw-52gIDB1BP1Wi13xggtPyXscuPSzT2ByKA36vcUynbFS -2-0-0 t-0-0 2-0-0 1-0-0 Scale=1:9.8 3 6.00 12 2 4 OF ` 1 3x4 = 1-0-0 1-0-0 Plate Offsets(X.Y)-- (2:0-0-8.Edge] LOADING(psf) TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.18 Vert(LL) 0.00 7 >999 240 MT20 220/195 TCDL 7,0 Lumber DOL 1.15 BC 0.13 Vert(CT) 0.00 7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 (Matrix-M) Weight:6 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD 2x4 DF Stud/Std 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) 2=267/0-5-8,4=-55/Mechanical Max Horz 2=59(LC 14) Max Uplift2=-120(LC 14),4=-62(LC 20) Max Gray 2=267(LC 21),4=40(LC 10) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 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;end vertical left and right exposed;C-C for members and forces Si 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;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 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 \)•ED P R OFC fit between the bottom chord and any other members. \�� NG]N SFR s�O 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. 44.� 9 9)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2.This connection is for uplift only and Cc 89200 P E does not consider lateral forces. 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. "ZAP . '74. trr OREGON�� 4,, - y 14,2° MFRR11-\- 6 EXPIRES: 12/31/2017 August 15,2016 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 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 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 STONERIDGE DEV-MASCORD 2230-E K2276630 189'3_STONERIDGE_PAR-UX01 Jack-Open Girder 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 12:17:06 2016 Page 1 ID:EBcF6AQv5y0Z35p6Q4_oJdzXlFw-ZFEgQX2pALeZM DWsOawB4382ksLuneCTOjsT8wynbFR -2-0-0 1-11-11 4-0-0 2-0-0 1-11-11 2-0-5 Special Scale=1:12.2 3 8 6.00 12 0 2 .dU I I I OJ 9 JL24 4 1 3x4= 1-10-15 1-10111 4-0-0 1-10-15 0- 2 _ 2-0-5 Plate Offsets(X.Y)-- [2:0-0-8,Edgej LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d i PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.21 Vert(LL) -0.00 4-7 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.05 Vert(CT) -0.01 4-7 >999 180 TCDL 7.0 Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 2 n/a n/a BCLL 0.0 BCDL 10.0 Code IBC2015/TPI2014 (Matrix-M) Weight:12 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr 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=67/Mechanical,2=264/0-5-8,4=23/Mechanical Max Horz 2=81(LC 10) Max Uplift3=-37(LC 10),2=-89(LC 10) Max Gray 3=71(LC 17),2=265(LC 17),4=52(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 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;end vertical 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;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 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. E� P R OFFS' 7)Refer to girder(s)for truss to truss connections. c 8)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)3 and 2.This connection is for uplift NCJ<e, Gj N EF9 0 only and does not consider lateral forces. 44./� "37 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 4Z- 89200 P E 10)Use USP JL24(With 10d nails into Girder&NA9D nails into Truss)or equivalent at 2-0-12 from the left end to connect truss(es)to front face of bottom chord. 11)Fill all nail holes where hanger is in contact with lumber. / 12)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). law LOAD CASE(S) Standard G/ OREGON lV� 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 O Y 14 2°N Uniform Loads(plf) Vert:1-3=-64,4-5=-20 SFR R 11 �- P-{- Concentrated Loads(Ib) Vert:3=-34(F)9=9(F) EXPIRES: 12/31/2017 August 15,2016 ®WARNING-Verily 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 M7ek®connectors.This design is based only upon parameters shown,and is for an individual building component,note 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,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 STONERIDGE DEV-MASCORD 2230-E K2276631 18913_STONERIDGE_PAR-1JX02 Jack-Open 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 12:17:06 2016 Page 1 I D:EBcF6AQv5y0Z35p6Q4_oJdzXIFw-ZFEgQX2pALeZM DWsOawB4383DsKineCTOjsT8wynbFR -2-0-0 3-11-11 4-(-0 2-0-0 3-11-11 0-0-5 Scale=1:17.4 3 6.00 112 10 9 N 9 8 2 ' 11 4 1 3x4= 3-11-11 4-9-0 3-11-11 045 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 0.18 Vert(LL) 0.01 4-7 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.06 Vert(CT) -0.01 4-7 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCLL 0.0 Code IBC2015/TP12014 BCDL 10.0 (Matrix-M) Weight:15 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr 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=90/Mechanical,2=333/0-5-8,4=34/Mechanical Max Horz 2=126(LC 14) Max Uplift3=-64(LC 14),2=-103(LC 14) Max Gray 3=105(LC 21),2=340(LC 21),4=60(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 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)-2-0-0 to 1-0-0,Interior(1)1-0-0 to 3-10-15 zone;cantilever left and right exposed;end vertical 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;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 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. _E() PR Qp- 7)Refer to girder(s)for truss to truss connections. (3. 8)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)3 and 2.This connection is for uplift N, c sG I N EFR c5'O only and does not consider lateral forces. ,C? 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. Q 89200 P E 7G A_OREGON O Y 14,2°N MFRRILL e' EXPIRES: 12[31/2017 August 15,2016 4 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 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,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 STONERIDGE DEV-MASCORD 2230-E K2276632 18913_STONERIDGE_PAR-UZ01 Jack-Open Girder 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 12:17:07 2016 Page 1 ID:EBcF6AQv5y0Z35p6Q4_oJdzXlFw-1 Ro2et3RxemQ_N53xIRQcHhDUFh8W5ScdNbOgMynbFQ -2-0-0 1-11-11 � 3-11-8 2-0-0 1-11-11 1-11-13 Special Scale=1:12.2 3 8 6.00 I12 2 A � 1111111114 9 JL24 4 1 3x4 = 1-10-15 1-11I111 3-11-8 1-10-15 0-0-'2 1-11-13 Plate Offsets(X,Y)-- [2:0-0-8,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/dell L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.21 Vert(LL) -0.00 4-7 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.05 Vert(CT) -0.01 4-7 >999 180 TCDL 7.0 Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 2 n/a n/a BCLL 0.0 * BCDL 10.0 Code IBC2015/TPI2014 (Matrix-M) Weight:12 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 3-11-8 oc purlins. BOT CHORD 2x4 DF No.1&Btr 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. (Ib/size) 3=67/Mechanical,2=263/0-5-8,4=23/Mechanical Max Horz 2=81(LC 10) Max Uplift3=-37(LC 10),2=-89(LC 10) Max Gray 3=70(LC 17),2=265(LC 17),4=51(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 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;end vertical 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;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 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 fit between the bottom chord and any other members. �°) PR OFF 7)Refer to girder(s)for truss to truss connections. �(. cS 8)Refer to girder(s)for truss to truss connections. `�� NG]NFFR s�� 9)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)3 and 2.This connection is for uplift 447. 7 only and does not consider lateral forces. 89200 P E 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 11)Use USP JL24(With 10d nails into Girder&NA9D nails into Truss)or equivalent at 2-0-12 from the left end to connect truss(es)to back face of bottom chord. 12)Fill all nail holes where hanger is in contact with lumber. 13)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). OREGON 44/ LOAD CASE(S) Standard /0 }' 14 '4C3)\ '4C3)\ 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 'V,I Uniform Loads(plf) 11/ R R `- Vert:1-3=-64,4-5=-20 EXPIRES: 12/31/2017 Continued on page 2 August 15,2016 A 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 Mi Tek®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 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 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 STONERIDGE DEV-MASCORD 2230-E K2276632 18913_STONERIDGE_PAR-1JZO1 Jack-Open Girder 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 12:17:07 2016 Page 2 ID:EBcF6AQv5y0Z35p6Q4_oJdzXIFw-1 Ro2et3RxemQ_N53xIRQcHhDUFh8W5ScdNbOgMynbFQ LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:3=-34(B)9=9(B) � I WARNING-Verily 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 an individual building component,not �s 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,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 STONERIDGE DEV-MASCORD 2230-E K2276633 18913-STONERIDGE PAR-UZ02 MONO TRUSS 8 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 S Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 12:17:07 2016 Page 1 ID:EBcF6AQv5y0Z35p6Q4_oJdzXlFw-1Ro2et3RxemQ_N53xIRQcHhEvFh4W5ScdNbOgMynbFQ -2-0-0 3-11-8 I 2-0-0 3-11-8 1.5x4 I I Scale=1:17.4 4 3 • 6.00 12 11 U) 10 2 II 1 6 1 5 3x4= 1.5x4 3-11-8 3-11-8 LOADING(psf) TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.18 Vert(LL) -0.00 6-9 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.05 Vert(CT) -0.01 6-9 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code IBC2015/TP12014 (Matrix-M) Weight:17 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 3-11-8 oc purlins, except BOT CHORD 2x4 DF No.1&Btr end verticals. WEBS 2x4 DF Stud/Std 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) 2=321/0-5-8,6=139/Mechanical Max Horz 2=109(LC 13) Max Uplift2=-110(LC 14),6=-45(LC 14) Max Gray 2=326(LC 21),6=157(LC 21) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 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)-2-0-0 to 1-0-0,Interior(1)1-0-0 to 3-11-8 zone;cantilever left and right exposed;end vertical 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;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 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 ��Q P R OFF fit between the bottom chord and any other members. �' 7)Refer to girder(s)for truss to truss connections. �CJ� G(N s/0 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6. �� 29 9)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2.This connection is for uplift only and 89200 P E r does not consider lateral forces. 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. �L OREGON 4� 'O )' 14,2-°\ MERRiL�- � EXPIRES: 12/31/2017 August 15,2016 A 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 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,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 STONERIDGE DEV-MASCORD 2230-E K2276634 18913_STONERIDGE_PAR-1501 Roof Special Girder 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 12:17:08 2016 Page 1 ID:EBcF6AQv5y0Z35p6Q4_oJdzXlFw-VdMQrD43iyvHcXgFV?yf9UELMf_UFPNms1LZDpynbFP 5-11-11 -2-0-0 5-4-125 8-1-13 10-11-8 2-0-0 5-4-12 0-112 1 2-2-2 2-9-11 0-5-3 Scale=1:22.4 5x8 \\ 3x4 II 3 11 11 01 6.00 12 �, 11 12 13 9 4 v . M 2 cl Il fl fl fl r - - - ♦ 14 15 6 16 17 18 5 1 JL24 JL24 3x4 II JL24 JL24 JL24 4x4= 4x4= 5412 8-1-13 10-11-8 I 5-4-12 2-9-1 2-9-11 Plate Offsets(X,Y)-- [2:0-2-8,Edge].[3:0-2-1.0-2-01 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 0.40 Vert(LL) -0.02 6-8 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.24 Vert(CT) -0.04 6-8 >999 180 TCDL 7.0 Rep Stress Incr NO WB 0.60 Horz(CT) 0.01 5 n/a n/a BCLL 0.0 BCDL 10.0 Code IBC2015/TPI2014 (Matrix-M) Weight:61 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr*Except* TOP CHORD Structural wood sheathing directly applied or 5-9-9 oc purlins, except 3-4:2x6 DF 1800F 2.1E end verticals,and 2-0-0 oc purlins(6-0-0 max.):3-4. BOT CHORD 2x6 DF 1800F 2.1E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Stud/Std MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=736/0-5-8,5=774/Mechanical Max Horz 2=139(LC 7) Max Uplift2=-210(LC 10),5=-254(LC 10) Max Gray 2=1028(LC 26),5=834(LC 26) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-9=-1126/203,3-9=-1010/211,4-5=-335/215 BOT CHORD 2-14=-189/921,14-15=-189/921,6-15=-189/921,6-16=-195/906,16-17=-195/906, 17-18=-195/906,5-18=-195/906 WEBS 3-6=0/407,3-5=-961/217 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;end vertical 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;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. �0) P R QF�s 4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs �G non-concurrent with other live loads. - Zt �r1G IN L E (Sj Job , Truss Truss Type Qty Ply STONERIDGE DEV-MASCORD 2230-E K2276634 18913_STONERIDGE_PAR-1501 Roof Special Girder 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 12:17:08 2016 Page 2 ID:EBcF6AQv5y0Z35p6Q4_oJdzXlFw-VdMQrD43iyvHcXgFV?yf9UELMf UFPNms1LZDpynbFP NOTES- 15)Flanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)128 lb down and 107 lb up at 5-11-10,and 196 lb down and 152 lb up at 8-0-12,and 179 lb down and 156 lb up at 10-0-12 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=-64,3-4=-64,2-5=-20 Concentrated Loads(Ib) Vert:10=-79 11=-129 13=-109 14=-30(F)15=-26(F)16=-34(F)17=-34(F)18=-33(F) � t A WARNING-Verily 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 MTek®connectors.This design is based only upon parameters shown,and is for an individual building component,note 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,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 STONERIDGE DEV-MASCORD 2230-E K2276635 18913_STONERIDGE_PAR-1502 Roof Special 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 12:17:09 2016 Page 1 ID:EBcF6AQv5y0Z35p6Q4_oJdzXlFw-zpwp3Z5hTG18DhFR3jUuhimTu3Ke_wJv4h571FynbFO -2-0-0 7-6-12 7111-11 10-11-8 2-0-0 7-6-12 0-4-15 2-11-13 5x8 M18SHS= Scale=1:27.8 1.5x4 II 15 4 5 14 6.00 ,2 O 13 v v - o . v 12 2 A == 1 i MI 7 4x4= 1.5x4 1 6 3x6 = 7-6-12 10-11-8 7-6-12 3-4-12 Plate Offsets(X,Y)-- [2:0-1-0,Edge],[3:0-4-0.0-1-4] 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 0.54 Vert(LL) -0.05 8-11 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.24 Vert(CT) -0.10 8-11 >999 180 M18SHS 220/195 TCDL 7.0 Rep Stress Incr YES WB 0.30 Horz(CT) 0.01 7 n/a n/a BCLL 0.0 Code IBC2015/TP12014 BCDL 10.0 (Matrix-S) Weight:50 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied,except BOT CHORD 2x4 DF No.1&Btr 2-0-0 oc purlins(10-0-0 max.):3-5. WEBS 2x4 DF Stud/Std BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=626/0-5-8,7=501/Mechanical Max Horz 2=204(LC 14) Max Uplift2=-183(LC 14),7=-170(LC 14) Max Gray 2=973(LC 30),7=607(LC 30) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-12=-669/41,12-13=-647/52,13-14=-487/64,3-14=-328/67 BOT CHORD 2-8=-135/440,7-8=-137/434 WEBS 3-7=-695/220 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)-2-0-0 to 1-0-0,Interior(1)1-0-0 to 7-8-8,Exterior(2)7-8-8 to 10-11-8 zone;cantilever left and right exposed;end vertical 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;Partially Exp.;Ct=1.1 � QED P R OFAR 3)Unbalanced snow loads have been considered for this design. � 4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs NG[N /F O non-concurrent with other live loads. 4� 7i9 5)Provide adequate drainage to prevent water ponding. 89200P E 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.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. Q ,�� • 9)Refer to girder(s)for truss to truss connections. 9 O- ON L 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b)7=170. G. 2j \Dr LA. 11)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2.This connection is for uplift only i6 ' 1 4,2° P} and does not consider lateral forces. '1,, 12)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and''14"gypsum Y/ R R,L� sheetrock be applied directly to the bottom chord. 13)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. EXPIRES: 12/31/2017 Continued on page 2 August 15,2016 � I A 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 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/TPIl 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 STONERIDGE DEV-MASCORD 2230-E K2276635 18913_STONERIDGE_PAR-1502 Roof Special 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 12:17:09 2016 Page 2 ID:EBcF6AQv5y0Z35p6Q4_oJdzXlFw-zpwp3Z5hTG18DhFR3jUuhimTu3Ke_wJv4h571FynbFO NOTES- 14)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)78 lb down and 96 lb up at 7-8-8,and 121 lb down and 148 lb up at 10-0-12 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=-64,6-9=-20 Concentrated Loads(Ib) Vert:3=-29 15=-50 l l 1111111.0 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIP7473 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 �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,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 STONERIDGE DEV-MASCORD 2230-E K2276636 18913_STONERIDGE_PAR-1S03 Roof Special 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 12:17:10 2016 Page 1 ID:EBcF6AQv5y0Z35p6Q4_oJdzXIFw-ROTBGv5KEZ9?rggddQ?7EvJegTgAjLZ3JLggHhynbFN I -2-0-0 7-6-12 I 9-11-11 1 10-11-8 i 2-0-0 7-6-12 2-4-15 0-11-13 4, 15 Scale=1:29.4 5x8 \\ 1.5x4 H 3 = 5.� 6.00 12 14 1� 1111111. I 0La v 13 2 1 9 8 1.5x4 H 6x6=7 4x4= 7-6-12 I 10-11-8 I 7-6-12 3-4-12 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 0.52 Vert(LL) -0.04 9-12 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.22 Vert(CT) -0.09 9-12 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.42 Horz(CT) 0.01 8 n/a n/a BCLL 0.0 * BCDL 10.0 Code IBC2015/TP12014 (Matrix-S) Weight:53 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied,except BOT CHORD 2x4 DF No.1&Btr 2-0-0 oc purlins(10-0-0 max.):3-6. WEBS 2x4 DF Stud/Std BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=636/0-5-8,8=604/Mechanical Max Horz 2=254(LC 14) Max Uplift2=-160(LC 51),8=-254(LC 11) Max Gray 2=1024(LC 30),8=960(LC 30) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-13=-853/32,13-14=-832/45,3-14=-547/58 BOT CHORD 2-9=-307/623,8-9=-310/618 WEBS 3-8=-990/496 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)-2-0-0 to 1-0-0,Interior(1)1-0-0 to 9-11-11,Exterior(2)7-8-8 to 10-11-8 zone;cantilever left and right exposed;end vertical 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;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. ��D PR°Fess 4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs �� G(N E R /2 non-concurrent with other live loads. �� N F 5)Provide adequate drainage to prevent water ponding. 9 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 89200 P E c--- 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. jJ i 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)8=2 '. i Q 10)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2.This connection is for uplift only OREGON tV and does not consider lateral forces. G 57A_ 1D 11)This truss design requires that a minimum of 7/16'structural wood sheathing be applied directly to the top chord and''A"gypsum i6 /- 14,'1° P} sheetrock be applied directly to the bottom chord. /11 t/- 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. F14 R I�.-�- 13)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)96 lb down and 76 lb up at 10-11-8 on top chord. The design/selection of such connection device(s)is the responsibility of others. EXPIRES: 12/31/2017 LOAD CASE(S) Standard August 15,2016 Continued on page 2 9 t 1 ®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 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 MiTeke 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 STONERIDGE DEV-MASCORD 2230-E K2276636 18913 STONERIDGE PAR-1S03 Roof Special 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 12:17:10 2016 Page 2 ID:EBcF6AQv5y0Z35p6Q4_oJdzXlFw-ROTBGv5KEZ9?rggddQ?7EvJegTgAjLZ3JLggHhynbFN 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=-64,7-10=-20 Concentrated Loads(Ib) Vert:5=-47 MINIMA WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. int 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,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 STONERIDGE DEV-MASCORD 2230-E K2276637 18913_STONERIDGE_PAR-1504 MONO TRUSS 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 12:17:11 2016 Page 1 I D:EBcF6AQv5y0Z35p6Q4_oJdzXlFw-vC1 ZUF6y?tHsT_PgA7WMn7srKtOTSpPCY?aEp8ynbFM 1 -2-0-0 1 5-9-0 I 10-11-8 1 2-0-0 5-9-0 5-2-8 Scale=1:34.2 4 5 3x4 I J 14 6.00 112 3x4% 13 3 Iti 12 11111111111116.mum i I igillIlld 2 I. m 1 MI 8 7 6 3x4= 1.5x4 II 3x6 = i 5-9-0 110-11-8 5-9-0 5-2-8 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.41 Vert(LL) -0.01 8-11 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.15 Vert(CT) -0.03 8-11 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.32 Horz(CT) 0.01 7 n/a n/a BCLL 0.0 BCDL 10.0 * Code IBC2015/TP12014 (Matrix-S) Weight:53 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied. WEBS 2x4 DF Stud/Std MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=597/0-5-8,7=451/Mechanical Max Horz 2=269(LC 13) Max Uplift2=-166(LC 14),7=-160(LC 14) Max Gray 2=615(LC 21),7=546(LC 21) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-12=-616/106,3-12=-603/125 BOT CHORD 2-8=-229/493,7-8=-229/493 WEBS 3-7=-550/215 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)-2-0-0 to 1-0-0,Interior(1)1-0-0 to 10-11-8 zone;cantilever left and right exposed;end vertical 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;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. •�ca D P R OFe-n 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �� GIN ' 9 /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 ' N fit between the bottom chord and any other members. 9 7)Refer to girder(s)for truss to truss connections. '- 89200 P E r 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)7=160. 9)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2.This connection is for uplift only and • does not consider lateral forces. 10)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and%"gypsum ,diar .../:,..;- � sheetrock be applied directly to the bottom chord. 0- ON 141 G<0My 14 Zp�P4 ERRILA- EXPIRES: 12/3112017 August 15,2016 4MINIM I a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIt-7473 rev.10/03/2015 BEFORE USE. mit Design valid for use only with MiTekOO 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,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 STONERIDGE DEV-MASCORD 2230-E K2276638 18913_STONERIDGE_PAR-1505 MONO TRUSS 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 12:17:11 2016 Page 1 I D:EBcF6AQv5y0Z35p6Q4_oJdzXlFw-vC1 ZUF6y?tHsT_PgA7WMn7ssxtOQSpQCY?aEp8ynbFM 5-9-0 10-11-8 I 5-9-0 5-2-8 3 4 Scale=1:33.7 3x4 6.00 12 13 12 3x4 2 N 0 11 1 ■ ram 1 i 4 7 6 3x4= 1.5x4 I I 3x6=5 5-9-0 10-11-8 I 5-9-0 5-2-8 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 0.37 Vert(LL) -0.01 7-10 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.16 Vert(CT) -0.03 7-10 >999 180 TCDL 7.0 Rep Stress lncr YES WB 0.32 Horz(CT) 0.01 6 n/a n/a BCLL 0.0 BCDL 10.0 * Code IBC2015/TP12014 (Matrix-S) Weight:49 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied. WEBS 2x4 DF Stud/Std MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=465/0-5-8,6=456/Mechanical Max Horz 1=248(LC 13) Max Uplift1=-103(LC 14),6=-163(LC 14) Max Gray 1=476(LC 20),6=530(LC 20) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-11=-610/141,2-11=-508/152 BOT CHORD 1-7=-234/488,6-7=-234/488 WEBS 2-6=-548/223 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 10-11-8 zone;cantilever left and right exposed;end vertical 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;Partially Exp.;Ct=1.1 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 ��ED P R°Pe0 fit between the bottom chord and any other members. 42./.7 � GI N E R s/2 6)Refer to girder(s)for truss to truss connections. N 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)6=163. 8)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)1.This connection is for uplift only and Q $9200 P E does not consider lateral forces. 9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and'''A"gypsum sheetrock be applied directly to the bottom chord. IPG OREGON44 /O -1)- 14,2°'\ P} MER R 11-x- EXPIRES: 12/310017 August 15,2016 t t ®WARNING-Verily 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 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,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 STONERIDGE DEV-MASCORD 2230-E K2276639 18913_STONERIDGE_PAR-1SA01 Jack-Open 3 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 12:17:12 2016 Page 1 ID:EBcF6AQv5y0Z35p6Q4_oJdzXlFw-OObxha7amBPj48_0kr1 bJKO4eGOWBLhMnfJnMaynbFL -2-0-0 1-11-11 2-0r0 2-0-0 1-11-11 0-0-5 Scale=1:12.3 3 8 6.00 112 0 2 ccg o 1 3x4 — 4 I 1-11-11 2-9rO 1-11-11 045 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 0.18 Vert(LL) 0.00 7 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.04 Vert(CT) 0.00 7 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCLL 0.0 BCDL 10.0 * Code IBC2015/TPI2014 (Matrix-M) Weight:9 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr 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) 2=258/0-5-8,4=5/Mechanical,3=30/Mechanical Max Horz 2=82(LC 14) Max Uplift2=-97(LC 14),4=-3(LC 20),3=-22(LC 14) Max Gray 2=259(LC 21),4=27(LC 5),3=34(LC 21) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 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)-2-0-0 to 1-0-0,Interior(1)1-0-0 to 1-11-9 zone;cantilever left and right exposed;end vertical 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;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 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 fit between the bottom chord and any other members. �Q`E9 PROF-4-0 8)Refer TgUdPc)nfor ctruss tetruss endedtoco. �� G)NF R cS0 8)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2,4,and 3.This connection is for s N 0 uplift only and does not consider lateral forces. 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. :9200 P E �r -7/ A OREGONN� �Q �O Y 14,2-OP"k' EXPIRES: 12/31/2017 August 15,2016 � t A 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 heck®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,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 STONERIDGE DEV-MASCORD 2230-E K2276640 18913_STONERIDGE_PAR-1SA02 Jack-Open 3 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 12:17:12 2016 Page 1 ID:EBcF6AQv5y0Z35p6Q4_oJdzXlFw-OObxha7amBPj48_0kr1 bJKO4iGOABLhMnfJnMaynbFL -2-0-0 2-0-0 3-11-11 2-0-0 2-0-0 1-11-11 Scale=1:17.6 3 I 6.00 12 10 O O ;Jr N N 9 8 2 1 4 3x4 = 2-0-0 2-0-0 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 0.18 Vert(LL) 0.00 7 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.06 Vert(CT) -0.00 7 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCLL 0.0 BCDL 10.0 * Code 1BC2015/TPI2014 (Matrix-M) Weight:12 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr 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=86/Mechanical,2=298/0-5-8,4=34/Mechanical Max Horz 2=126(LC 14) Max Uplift3=-64(LC 14),2=-104(LC 14),4=-11(LC 14) Max Gray 3=101(LC 21),2=303(LC 21),4=37(LC 21) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 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)-2-0-0 to 1-0-0,Interior(1)1-0-0 to 3-10-15 zone;cantilever left and right exposed;end vertical 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;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 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. �n. V) PR OFFS 7)Refer to girder(s)for truss to truss connections. �� GINE R 022 8)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)3,2,and 4.This connection is for N F uplift only and does not consider lateral forces. 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. :9200P 1l - f: •G OREGON 44 iQ Y 14,2-pA ' RRIVA- Q' EXPIRES: 12/31/2017 August 15,2016 I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIl-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 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 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 STONERIDGE DEV-MASCORD 2230-E K2276641 18913_STONERIDGE_PAR-1SE01 Jack-Open 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 12:17:13 2016 Page 1 ID:EBcF6AQv5y0Z35p6Q4_oJdzXlFw-sb9Juw8CXUXaiIZCIYYgsYxFOgklwoxV?J3KuOynbFK -2-0-0 1-11-11 2-Qfo 2-0-0 1-11-11 0-b-5 Scale=1:12.3 3 iS 8 6.00 12 9 v 2 hid 1 4 3x4 1-11-11 2-9r0 1-11-11 045 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 0.18 Vert(LL) 0.00 7 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.04 Vert(CT) 0.00 7 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCLL 0.0 BCDL 10.0 * Code IBC2015/TP12014 (Matrix-M) Weight:9 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr 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) 2=258/0-5-8,4=5/Mechanical,3=30/Mechanical Max Horz 2=82(LC 14) Max Uplift2=-97(LC 14),4=-3(LC 20),3=-22(LC 14) Max Gray 2=259(LC 21),4=27(LC 5),3=34(LC 21) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 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)-2-0-0 to 1-0-0,Interior(1)1-0-0 to 1-11-9 zone;cantilever left and right exposed;end vertical 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;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 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. �? 0 P R Opt- 7)Refer to girder(s) N for truss to truss connections. �. G a N - 0.o 8)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2,4,and 3.This connection is for F (3 uplift only and does not consider lateral forces. 9 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. Qz 89200P E -574. -7OREGONN� <4./ /6 /O ��' 14,2° is"\- MER R 11-\- ' EXPIRES: 12/31/2017 August 15,2016 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-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 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 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 STONERIDGE DEV-MASCORD 2230-E I K2276642 18913_STONERIDGE_PAR-15E02 Jack-Open 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 12:17:13 2016 Page 1 ID:EBcF6AQv5y0Z35p6Q4_oJdzXIFw-sb9Juw8CXUXailZClYYgsYxFSgkPwoxV?J3KuOynbFK -2-0-0 2-0-0 3-11-11 2-0-0 2-0-0 1-11-11 Scale=1:17.6 3 6.00 12 10 0 9 N 9 N 9 8 2 i A' 1 4 3x4 = 2-0-0 2-0-0 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 0.18 Vert(LL) 0.00 7 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.06 Vert(CT) -0.00 7 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code IBC2015/TP12014 (Matrix-M) Weight:12 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied ort-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr 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=86/Mechanical,2=298/0-5-8,4=34/Mechanical Max Horz 2=126(LC 14) Max Uplift3=-64(LC 14),2=-104(LC 14),4=-11(LC 14) Max Gray 3=101(LC 21),2=303(LC 21),4=37(LC 21) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 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)-2-0-0 to 1-0-0,Interior(1)1-0-0 to 3-10-15 zone;cantilever left and right exposed;end vertical 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;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 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 �� P R O FcS' fit between the bottom chord and any other members. E� F 7)Refer to girder(s)for truss to truss connections. 444 �)NE s�2 8)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)3,2,and 4.This connection is for N uplift only and does not consider lateral forces. 9 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. Q 89200 P E A_OREGONN� �Q ?O Y 14,2° 4 MFR R I O- EXPIRES: 12/_31/2017 August 15,2016 � t ®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 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/T911 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 Job Truss Truss Type Qty Ply STONERIDGE DEV-MASCORD 2230-E K2276643 18913_STONERIDGE_PAR-ISF01 Jack-Open 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 12:17:13 2016 Page 1 ID:EBcF6AQv5y0Z35p6Q4_oJdzXIFw-sb9Juw8CXUXailZClYYgsYxFOgklwoxV?J3KuOynbFK -2-0-0 1-11-11 2-6r0 2-0-0 1-11-11 0-0-5 Scale=1:12.3 3 8 6.00 12 0 2 I 1 3x4 — 4 1-11-11 2-9r0 1-11-11 0-6-5 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.18 Vert(LL) 0.00 7 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.04 Vert(CT) 0.00 7 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 (Matrix-M) Weight:9 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr 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) 2=258/0-5-8,4=5/Mechanical,3=30/Mechanical Max Horz 2=82(LC 14) Max Uplift2=-97(LC 14),4=-3(LC 20),3=-22(LC 14) Max Gray 2=259(LC 21),4=27(LC 5),3=34(LC 21) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 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)-2-0-0 to 1-0-0,Interior(1)1-0-0 to 1-11-9 zone;cantilever left and right exposed;end vertical 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;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 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. E� P R OFFs 7)Refer to girder(s)for truss to truss connections. �<(Q` G N E 0/ 8)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2,4,and 3.This connection is for R� N F 02 uplift only and does not consider lateral forces. ,Cr 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. '- 89200 P E l • 74_ OREGON 10 /O -.c4' 14,2-°\ P� MFRRIIA- EXPIRES: 12/31/2017 August 15,2016 f r A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-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 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 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 STONERIDGE DEV-MASCORD 2230-E K2276644 18913_STONERIDGE_PAR-1SF02 Jack-Open 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 12:17:14 2016 Page 1 ID:EBcF6AQv5y0Z35p6Q4_oJdzXlFw-Knji6G8q IofRKS8PsG33OIUQC44efFBeEzouQSynbFJ -2-0-0 i 2-0-0 3-11-11 2-0-0 2-0-0 1-11-11 Scale=1:17.6 3 1 ) 6.00 112 10 0 N Q N 9 2 8 1 4 3x4= 2-0-0 2-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.18 Vert(LL) 0.00 7 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.06 Vert(CT) -0.00 7 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCLL 0.0 BCDL 10.0 * Code IBC2015/TPI2014 (Matrix-M) Weight:12 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr 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=86/Mechanical,2=298/0-5-8,4=34/Mechanical Max Horz 2=126(LC 14) Max Uplift3=-64(LC 14),2=-104(LC 14),4=-11(LC 14) Max Gray 3=101(LC 21),2=303(LC 21),4=37(LC 21) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 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)-2-0-0 to 1-0-0,Interior(1)1-0-0 to 3-10-15 zone;cantilever left and right exposed;end vertical 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;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 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. ��0 P R OFen 8)Refer To girder(s)c)nor tors to truss ned to connections. G{N F • R /2 8)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)3,2,and 4.This connection is for ,,,C? N F G, uplift only and does not consider lateral forces. 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. c- 89200 P E 9l ,41011111P ce7 cr yL , OREGON £zj <O 14,2°'\ -- MRR6 EXPIRES: 12/31/2017 August 15,2016 t AWARNING-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 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/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 1 Ply STONERIDGE DEV-MASCORD 2230-E K2276645 18913_STONERIDGE_PAR-1SF02A Jack-Open 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 12:17:14 2016 Page 1 I D:EBcF6AQv5y0Z35p6Q4_oJdzXlFw-Knji6G8gIofRKS8PsG33OIURW438fFBeEzouQSynbFJ 2-0-0 3-11-11 2-0-0 1-11-11 Scale=1:15.1 2 6.00 12 7 0 ID N ro 1 3x4= 3 2-4-0 2-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.10 Vert(LL) -0.00 6 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.09 Vert(CT) -0.00 6 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCLL 0.0 BCDL 10.0 * Code IBC2015/TP12014 (Matrix-M) Weight:9 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr 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) 1=139/0-5-8,2=90/Mechanical,3=61/Mechanical Max Horz 1=88(LC 14) Max Upliftl=-26(LC 14),2=-66(LC 14),3=-26(LC 14) Max Gray 1=140(LC 21),2=94(LC 21),3=61(LC 21) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;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 3-10-15 zone;cantilever left and right exposed;end vertical 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;Partially Exp.;Ct=1.1 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)Refer to girder(s)for truss to truss connections. �Q� P R FS 7)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)1,2,and 3.This connection is for Ep O/C uplift only and does not consider lateral forces. s 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. �GJ NG j N E�R 4.14 /O2 =9200PE �co- L4i OREGON �� /O }' 14, ' RRtL\ 6 EXPIRES: 12/31/2017 August 15,2016 � 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 Mitek®connectors.This design is based only upon parameters shown,and is for an individual building component,notes 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/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 STONERIDGE DEV-MASCORD 2230-E K2276646 18913_STONERIDGE_PAR-1SG01 Jack-Open 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 12:17:15 2016 Page 1 I D:EBcF6AQv5y0Z35p6Q4_oJdzXIFw-ozH4Jc9S26nlxcibPzalxzObuUQDOiRoTdYRyvynbFl -2-0-0 � 1-11-11 2-9r0 2-0-0 1-11-11 0-0-5 Scale=1:12.3 3 8 6.00 12 9 2 11111111111111111=i 1 3x4 — 4 I 1-11-11 2- 0 1-11-11 0-0-5 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.18 Vert(LL) 0.00 7 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.04 Vert(CT) 0.00 7 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code IBC2015/TP12014 (Matrix-M) Weight:9 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr 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. (Ib/size) 2=258/0-5-8,4=5/Mechanical,3=30/Mechanical Max Horz 2=82(LC 14) Max Uplift2=-97(LC 14),4=-3(LC 20),3=-22(LC 14) Max Gray 2=259(LC 21),4=27(LC 5),3=34(LC 21) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 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)-2-0-0 to 1-0-0,Interior(1)1-0-0 to 1-11-9 zone;cantilever left and right exposed;end vertical 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 11;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 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 fit between the bottom chord and any other members. ��() N P R OF�s 7)Refer to girder(s)for truss to truss connections. � G)N EF (5'/� 8)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2,4,and 3.This connection is for uplift only and does not consider lateral forces. 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ' 89200P E -37� , OREGON � wz, q y 14 MERR11-\- EXPIRES: 12/31/2017 August 15,2016 ,®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 Weld)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 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 82880 Job Truss Truss Type Qty Ply STONERIDGE DEV-MASCORD 2230-E K2276648 18913_STONERIDGE_PAR-1SJO1 Jack-Open 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 12:17:16 2016 Page 1 ID:EBcF6AQv5y0Z35p6Q4_oJdzXlFw-GArSXyA4pPv8ZlHnzh6XUAZmdumS79gxhHH?VLynbFH -2-0-0 1-11-11 2-9E0 2-0-0 1-11-11 0-0-5 Scale=1:12.3 3 8 0000 6.00 1201110 O 2 1 L 1 0 3x4 = 4 1-11-11 2-01-0 1-11-11 0-0-5 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 0.18 Vert(LL) 0.00 7 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.04 Vert(CT) 0.00 7 >999 180 BCLDL 0.0 *7.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 (Matrix-M) Weight:9 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr 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) 2=258/0-5-8,4=5/Mechanical,3=30/Mechanical Max Horz 2=82(LC 14) Max Uplift2=-97(LC 14),4=-3(LC 20),3=-22(LC 14) Max Gray 2=259(LC 21),4=27(LC 5),3=34(LC 21) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 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)-2-0-0 to 1-0-0,Interior(1)1-0-0 to 1-11-9 zone;cantilever left and right exposed;end vertical 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;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 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 P R F fit between the bottom chord and any other members. OF 7)Refer to girder(s) N F for truss to truss connections. G(N 4 s.2 8)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2,4,and 3.This connection is for uplift only and does not consider lateral forces. 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 89200 P E �r yG OREGON�� Z /O q y 14,20 P} MER R EXPIRES: 12/31/2017 August 15,2016 � I AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIl-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 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 Job Truss Truss Type Qty Ply STONERIDGE DEV-MASCORD 2230-E K2276649 18913_STONERIDGE_PAR-ISJOIA Jack-Open 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 12:17:16 2016 Page 1 ID:EBcF6AQv5y0Z35p6Q4_oJdzXIFw-GArSXyA4pPv8ZlHnzh6XUAZo7umi79gxhHH?VLynbFH 1-11-11 2-(>-0 1-11-11 0-b-5 Scale=1:9.8 2 6.00 12 IA 1 allidill......11111111111.111111111 17°3 3 3x4 = 1-11-11 2-(fro 1-11-11 04-5 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.02 Vert(LL) -0.00 6 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.02 Vert(CT) -0.00 6 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 1 n/a n/a BCLL 0.0 Code IBC2015/TP12014 (Matrix-M) Weight:6 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr 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) 1=91/0-5-8,3=25/Mechanical,2=49/Mechanical Max Horz 1=44(LC 14) Max Upliftl=-15(LC 14),2=-33(LC 14) Max Gray 1=91(LC 1),3=32(LC 5),2=49(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 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;end vertical 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;Partially Exp.;Ct=1.1 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)Refer to girder(s)for truss to truss connections. 7)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)1 and 2.This connection is for uplift �� ' EO P R OPe-c, only and does not consider lateral forces. 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. �NCJ NG'N EFR /O, 89200PE <' .,41111Vi �� 9L "' OREGON A., /O qty 2 14, . 0- EXPIRES: 12/31/2017 August 15,2016 � 1 AWARNING-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 MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,note 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,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 STONERIDGE DEV-MASCORD 2230-E K2276650 i8913_STONERIDGE_PAR-lSS01 Jack-Open 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 12:17:17 2016 Page 1 ID:EBcF6AQv5y0Z35p6Q4_oJdzXlFw-kMPgklBjajl?Bvs_XOdm006xNH5hscw5wx1Y1nynbFG -2-0-0 1-11-11 2-91-o 2-0-0 1-11-11 0-6-5 Scale=1:12.3 3 8 6.00 12 9 2 of i o 1 3x4 = 4 1-11-11 1-11-11 0-6-5 LOADING(psf) SPACING- 2-0-0 CSL DEFL. in (loc) 1/deft Lid PLATES GRIP TOLL 25.0 Plate Grip DOL 1.15 TC 0.18 Vert(LL) 0.00 7 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.04 Vert(CT) 0.00 7 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCLL 0.0 * Code IBC2015/TP12014 (Matrix-M) Weight:9 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr 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) 2=258/0-5-8,4=5/Mechanical,3=30/Mechanical Max Horz 2=82(LC 14) Max Uplift2=-97(LC 14),4=-3(LC 20),3=-22(LC 14) Max Gray 2=259(LC 21),4=27(LC 5),3=34(LC 21) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.11;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 1-11-9 zone;cantilever left and right exposed;end vertical 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;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 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 fit between the bottom chord and any other members. EO P R OFF 7)Refer to girder(s)for truss to truss connections. \�� NG N SFR.o 8)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2,4,and 3.This connection is for uplift only and does not consider lateral forces. `•<,�? �f/9 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. Q 89200 P E r ,nalirAtic • yL OREGON Q 'o qy 14,`.°N f-k- EXPIRES: 12/31/2017 August 15,2016 WARNING-Verily 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 MiTek0 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 MiTeke 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 STONERIDGE DEV-MASCORD 2230-E K2276651 189,3_STONERIDGE_PAR-1SS02 Jack-Open 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 12:17:17 2016 Page 1 ID:EBcF6AQv5y0Z35p6Q4_oJdzXlFw-kMPgklBjajl?Bvs_XOdm0O6xRH5Lscw5wx1YlnynbFG -2-0-0 2-0-0 3-11-11 2-0-0 2-0-0 1-11-11 Scale=1:17.6 3 6.00 12 10 O N � N 9 0 8 2 1 4 3x4= 2-0-0 2-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.18 Vert(LL) 0.00 7 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.06 Vert(CT) -0.00 7 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCLL 0.0 * Code IBC2015/TPI2014 (Matrix-M) Weight:12 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr 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=86/Mechanical,2=298/0-5-8,4=34/Mechanical Max Horz 2=126(LC 14) Max Uplift3=-64(LC 14),2=-104(LC 14),4=-11(LC 14) Max Gray 3=101(LC 21),2=303(LC 21),4=37(LC 21) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 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)-2-0-0 to 1-0-0,Interior(1)1-0-0 to 3-10-15 zone;cantilever left and right exposed;end vertical 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;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 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 P R fit between the bottom chord and any other members. �� QF 7)Refer to girder(s)for truss to truss connections. < G'N R s� 8)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)3,2,and 4.This connection is for N F uplift only and does not consider lateral forces. �� 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 89200 P E l - ,�OREGON , j -y 14,2 .\ Q\- MFR EXPIRES: 12/31/2017 August 15,2016 -- ,AWARNING-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 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,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 STONERIDGE DEV-MASCORD 2230-E 189)3_STONERIDGE_PAR-1ST01 Jack-Open 1 1 K2276652 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 12:17:17 2016 Page 1 ID:EBcF6AQv5y0Z35p6Q4_oJdzXlFw-kMPgklBjajl?Bvs_XOdm0O6xNH5hscw5wx1Y1 nynbFG -2-0-0 � 1-11-11 2-91-0 2-0-0 1-11-11 0-0-5 Scale=1:12.3 3 8 6.00 112 9 2 kidI O 1 3x4 = 4 1-11-11 2-0-0 1-11-11 0-b-5 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 0.18 Vert(LL) 0.00 7 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.04 Vert(CT) 0.00 7 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCLL 0.0 Code IBC2015/TPI2014 (Matrix-M) Weight:9 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr 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) 2=258/0-5-8,4=5/Mechanical,3=30/Mechanical Max Horz 2=82(LC 14) Max Uplift2=-97(LC 14),4=-3(LC 20),3=-22(LC 14) Max Gray 2=259(LC 21),4=27(LC 5),3=34(LC 21) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 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)-2-0-0 to 1-0-0,Interior(1)1-0-0 to 1-11-9 zone;cantilever left and right exposed;end vertical 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;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 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 P fit between the bottom chord and any other members. �� Oi 7)Refer to girder(s)for truss to truss connections. \GJ��GVN NG)NFFR 61 8)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2,4,and 3.This connection is for uplift only and does not consider lateral forces. 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. Cr89200 P E '411141P0/111P • OREGON Ac, <O -/y 14,2°' MERRI�L e' EXPIRES: 12/31/2017 August 15,2016 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 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,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 STONERIDGE DEV-MASCORD 2230-E K2276653 i8913_STONERIDGE_PAR-1ST02 Jack-Open 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 12:17:18 2016 Page 1 ID:EBcF6AQv5y0Z35p6Q4_oJdzXIFw-CYyCyeBLL19so3RA568?Zbe6BhRab3AE9bm5ZEynbFF -2-0-0 2-0-0 3-11-11 2-0-0 2-0-0 1-11-11 Scale=1:17.6 3 N 17, 6.00 112 10 0 N � N 9 8 2 i 11 614 1 4 3x4= 2-0-0 2-0-0 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 0.18 Vert(LL) 0.00 7 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.06 Vert(CT) -0.00 7 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCLL 0.0 * Code IBC2015/TP12014 (Matrix-M) Weight:12 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr 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=86/Mechanical,2=298/0-5-8,4=34/Mechanical Max Horz 2=126(LC 14) Max Uplift3=-64(LC 14),2=-104(LC 14),4=-11(LC 14) Max Gray 3=101(LC 21),2=303(LC 21),4=37(LC 21) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 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)-2-0-0 to 1-0-0,Interior(1)1-0-0 to 3-10-15 zone;cantilever left and right exposed;end vertical 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;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 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 P R F fit between the bottom chord and any other members. EQ QF 7)Refer to girder(s)for truss to truss connections. �� GIN N i R s/ 8)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)3,2,and 4.This connection is for ni F uplift only and does not consider lateral forces. �� 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 89200 PE " yG , OREGON L& •</}' 14,20'\ P} MFRRIL� 0 EXPIRES: 12/31/2017 August 15,2016 / 1 A 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 MiTek®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,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 STONERIDGE DEV-MASCORD 2230-E K2276654 18913_STONERIDGE_PAR-1SX01 Jack-Open 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 12:17:18 2016 Page 1 ID:EBcF6AQv5y0Z35p6Q4_oJdzXIFw-CYyCyeBLL19so3RA568?Zbe67hRwb3AE9bm5ZEynbFF -2-0-0 1-11-11 2-0-0 2-0-0 1-11-11 0-0-5 Scale=1:12.3 3 8 6.00 12 0 2 PAAMIMIIMico 14 1 3x4 = 4 I 1-11-11 2- 0 1-11-11 0-0-5 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 0.18 Vert(LL) 0.00 7 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.04 Vert(CT) 0.00 7 >999 180 TCDL 7.0 Rep Stress Ina- YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCLL 0.0 Code IBC2015/TPI2014 (Matrix-M) Weight:9 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr 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 quide. REACTIONS. (lb/size) 2=258/0-5-8,4=5/Mechanical,3=30/Mechanical Max Horz 2=82(LC 14) Max Uplift2=-97(LC 14),4=-3(LC 20),3=-22(LC 14) Max Gray 2=259(LC 21),4=27(LC 5),3=34(LC 21) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 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)-2-0-0 to 1-0-0,Interior(1)1-0-0 to 1-11-9 zone;cantilever left and right exposed;end vertical 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;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 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 fit between the bottom chord and any other members. Q��O P R 0PE 7)Refer to girder(s)for truss to truss connections. \�•�C ‘AGI N -PE O 8)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2,4,and 3.This connection is for uplift only and does not consider lateral forces. 1-44�? 7i 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. Q- :9200 P E Il 1110111 . A OREGON �� * D gy14 2p P.j MRR11 EXPIRES: 12/31/2017 August 15,2016 t ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MlI-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 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 Job Truss Truss Type Qty Ply STONERIDGE DEV-MASCORD 2230-E K2276655 '18913_STONERIDGE_PAR-1SZ01 Jack-Open 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 12:17:19 2016 Page 1 I D:EBcF6AQv5y0Z35p6Q4_oJdzXlFw-gIWa9_Cz6KHjQDOMepfE5pBHt5n9KWQOOFWf5gynbFE -2-0-0 1-11-11 2-0r0 2-0-0 1-11-11 0-0-5 Scale=1:12.3 3 8 6.00 12 0 2 1 3x4 — 4 I 1-11-11 2-6-0 1-11-11 0-6-5 LOADING(psf) TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.18 Vert(LL) 0.00 7 >999 240 MT20 220/195 TCDL 7,0 Lumber DOL 1.15 BC 0.04 Vert(CT) 0.00 7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code IBC20151TP12014 (Matrix-M) Weight:9 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr 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) 2=258/0-5-8,4=5/Mechanical,3=30/Mechanical Max Horz 2=82(LC 14) Max Uplift2=-97(LC 14),4=-3(LC 20),3=-22(LC 14) Max Gray 2=259(LC 21),4=27(LC 5),3=34(LC 21) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 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)-2-0-0 to 1-0-0,Interior(1)1-0-0 to 1-11-9 zone;cantilever left and right exposed;end vertical 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;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 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. �� F P R( t- 7)Refer to girder(s)for truss to truss connections. \�� NG)N ESR.o 8)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2,4,and 3.This connection is for uplift only and does not consider lateral forces. 444 - 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ' 89200 P E f -9L �OREGON �.C, ,9y 14,23� os'cas + MRRIL\- EXPIRES: 12/31/2017 August 15,2016 t , MIN= 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 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 STONERIDGE DEV-MASCORD 2230-E K2276656 18913_STONERIDGE_PAR-1T01 MONO CAL HIP 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 12:17:19 2016 Page 1 I D:EBcF6AQv5y0Z35p6Q4_oJdzXlFw-glWa9_Cz6KHjQDOMepfE5pBD_5kLKUoOOF Wf5gynbFE -2-0-0 5-6-12 51.11-11 6-11-8 2-0-0 5-6-12 0-4-15 0-11-13 Scale=1:24.5 Special 4x6 \\ 1.5x4 oik 4 111 6.00 12 0 v v 2 r II 11 II 12 13 8 14 7 1 JL24 JL24 4x4 = 3x4 II 3x6 =6 JL24 5-6-12 6-11-8 5-6-12 1-4-12 Plate Offsets(X.Y)-- [2:0-2-8.Edge] 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 0.43 Vert(LL) -0.02 8-10 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.22 Vert(CT) -0.03 8-10 >999 180 TCDL 7.0 Rep Stress Incr NO WB 0.17 Horz(CT) 0.00 7 n/a n/a BCLL 0.0 * Code IBC2015/TP12014 (Matrix-M) Weight:38 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr*Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,except 3-5:2x4 DF Stud/Std 2-0-0 oc purlins:3-5. BOT CHORD 2x6 DF 1800F 2.1E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Stud/Std MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=488/0-5-8,7=535/Mechanical Max Horz 2=159(LC 10) Max Uplift2=-130(LC 10),7=-190(LC 10) Max Gray 2=755(LC 26),7=667(LC 26) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-434/23 BOT CHORD 2-12=-57/276,12-13=-57/276,8-13=-57/276,8-14=-59/257,7-14=-59/257 WEBS 3-8=0/376,3-7=-742/171 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;end vertical 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;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. ��' P R QF�ss 4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs �Q non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. tGJ ANG]N EF� V� 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 89200 P E fit between the bottom chord and any other 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=190. .41111011/ . 10)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2.This connection is for uplift only .41117 and does not consider lateral forces. A_OREGON t(/ 11)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. L "�,q Dr / 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 0 )' 14 2.0\ 13)Use USP JL24(With 10d nails into Girder&NA9D nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 2-0-12 from the q I left end to 6-0-12 to connect truss(es)to front face of bottom chord. MER R 10-- 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)159 lb down and 101 lb up at 5-8-8hh,and 146 lb down and 104 lb up at 6-0-12 on top chord. The design/selection of such connection device(s)is the responsibility EXPIRES: 12/31/2017 Continfued on page 2 August 15,2016 A 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 MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not tut 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,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 STONERIDGE DEV-MASCORD 2230-E K2276656 i8913_STONERIDGE_PAR-T1-01 MONO CAL HIP 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 12:17:20 2016 Page 2 ID:EBcF6AQv5y0Z35p6Q4_oJdzXlFw-9x4zMKDbtePa2NbYCWATeOjOkV4a3x2XcvFCe6ynbFD 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:1-3=-64,3-5=-64,2-6=-20 Concentrated Loads(Ib) Vert:3=-110 11=-111(F)12=-30(F)13=-26(F)14=-34(F) MOM A 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 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,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 STONERIDGE DEV-MASCORD 2230-E K2276657 't8913_STONERIDGE_PAR-TT02 MONO TRUSS 3 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 5 Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 12:17:20 2016 Page 1 ID:EBcF6AQv5y0Z35p6Q4_oJdzXlFw-9x4zMKDbtePa2NbYCWATeOjP7V4n3zgXcvFCe6ynbFD -2-0-0 6-11-8 I 2-0-0 6-11-8 Scale=1:25.0 3 4 1.5x4 II 11 6.00 112 11 10 2 1 ►/ 6 1 3x4= 1.5x4 115 6-11-8 6-11-8 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.34 Vert(LL) -0.04 6-9 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.20 Vert(CT) -0.08 6-9 >955 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCLL 0.0 Code IBC2015/TP12014 (Matrix-S) Weight:27 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied. WEBS 2x4 DF Stud/Std MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=467/0-5-8,6=246/Mechanical Max Horz 2=178(LC 13) Max Uplift2=-145(LC 14),6=-83(LC 14) Max Gray 2=481(LC 21),6=290(LC 21) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 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)-2-0-0 to 1-0-0,Interior(1)1-0-0 to 6-11-8 zone;cantilever left and right exposed;end vertical 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;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 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 P R fit between the bottom chord and any other members. (� QF 7)Refer to girder(s)for truss to truss connections. -.. G j N F- 9 s� 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6. 3 A F O 9)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2.This connection is for uplift only and 4C? 7i9 does not consider lateral forces. 89200 P E c- 10)This truss design requires that a minimum of 7/16°structural wood sheathing be applied directly to the top chord and'Vs'gypsum I sheetrock be applied directly to the bottom chord. -7 43 OREGON Q../ /O xi). 14,2S) 0- MFRRIO- R, EXPIRES: 12/31/2017 August 15,2016 t t A,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 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 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 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/Till 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 STONERIDGE DEV-MASCORD 2230-E K2276659 18913_STONERIDGE_PAR-1X01 California Girder 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 12:17:21 2016 Page 1 I D:EBcF6AQv5y0Z35p6Q4_oJdzXIFw-d7eLafEDeyXRfXAImEhiBEGaZvRKoPwgrZ?mAYynbFC 1 -2-0-0 3-6-12 311-11 5-10-53-4I 9-10-0 11-10-0 2-0-0 3-6-12 0-4-15 1-10-10 0--4-15 3-6-12 2-0-0 Scale=1:26.8 4x4- 4x4 3 4 1 W 11 6.00 112 N Oi. N N 2 5 M15 8 16 17 18 6 1 JL24 JL24 JL24 4x4= 3x4 I I 3x4 I I 4x4= JL24 3-6.12 6-3-4 9-10-0 I 3-6-12 2-8-8 3-6-12 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 0.36 Vert(LL) -0.01 8 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.18 Vert(CT) -0.02 7-8 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.06 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code IBC2015/TP12014 (Matrix-M) Weight:47 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,except BOT CHORD 2x6 DF 1800F 2.1E 2-0-0 oc purlins(6-0-0 max.):3-4. WEBS 2x4 DF Stud/Std 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) 2=598/0-5-8,5=598/0-5-8 Max Horz 2=-54(LC 53) Max Uplift2=-172(LC 10),5=-172(LC 11) Max Gray 2=858(LC 29),5=858(LC 29) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-862/128,3-13=-709/128,13-14=-709/128,4-14=-709/128,4-5=-862/129 BOT CHORD 2-15=-64/709,8-15=-64/709,8-16=-64/709,16-17=-64/709,7-17=-64/709, 7-18=-64/709,5-18=-64/709 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;end vertical 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;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. ��p P R 0. 5)Provide adequate drainage to prevent water ponding. \c_'�C NG)NE�`� s�O 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 4,N--, 29 fit between the bottom chord and any other members. Q 89200 P E 8)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2 and 5.This connection is for uplift only and does not consider lateral forces. 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. AP-"41.1°.57::. --"- 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11)Use USP JL24(With 10d nails into Girder&NA9D nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 2-0-12 from the �/ �OREGON �4(// left end to 7-9-4 to connect truss(es)to front face of bottom chord. L N 12)Fill all nail holes where hanger is in contact with lumber. O Y 1 4 2. .\ P4 13)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)87 lb down and 65 lb up at ,t_ R R I (e 3-11-10,and 87 lb down and 65 lb up at 5-10-6 on top chord. The design/selection of such connection device(s)is the responsibility M 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). EXPIRES: 12/31/2017 ContinuD ed oEpage Standard August 15,2016 1 I MOM WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Mia Design valid for use only with Meek®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,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 STONERIDGE DEV-MASCORD 2230-E K2276659 '1891\3_STONERIDGE_PAR-1X01 California Girder 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 12:17:22 2016 Page 2 I D:EBcF6AQv5y0Z35p6Q4_oJdzXlFw-5KCjn?FrPFflHglxKxCxjRpll InZXs9g4DkJi?ynbFB 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=-64,4-6=-64,2-5=-20 Concentrated Loads(Ib) Vert:13=-37 14=-37 15=-5(F)16=-15(F)17=-15(F)18=-5(F) � 1 A 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 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,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 STONERIDGE DEV-MASCORD 2230-E K2276660 189 COMMON 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 12:17:22 2016 Page 1 ID:EBcF6AQv5y0Z35p6Q4_oJdzXlFw-5KCjn?FrPFflHglxKxCxjRpk_loiXtPg4DkJi?ynbFB 3-8-8 7-5-0 I 3-8-8 3-8-8 4x4= Scale=1:19.9 2 6.00 12 $ 9 /1 3x4 7 10 3x4 II 3 1 MO II rid B kid 1.5x4 II 6 4 3x4 H 3x4 I I 3-8-8 7-5-0 3-8-8 3-8-8 LOADING(psf) TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.38 Vert(LL) -0.01 5 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.11 Vert(CT) -0.02 5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code IBC2015/TP12014 (Matrix-S) Weight:26 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied. WEBS 2x4 DF Stud/Std MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 6=299/0-5-8,4=299/0-5-8 Max Horz 6=55(LC 11) Max Uplift6=-63(LC 14),4=-63(LC 15) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-7=-300/139,3-10=-300/139 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)0-1-12 to 3-1-12,Interior(1)3-1-12 to 3-8-8,Exterior(2)3-8-8 to 6-8-8 zone;cantilever left and right exposed;end vertical 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;Partially Exp.;Ct=1.1 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)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)6 and 4.This connection is for uplift e, D P R OFF only and does not consider lateral forces. 'A <( NG{N�FR s�O 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and "gypsum sheetrock be applied directly to the bottom chord. ,C? 89200P 9�' • • (-7 OREGON 4� 7O Y 14, EXPIRES: 12/31/2017 August 15,2016 MN MB 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 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 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 [Aft 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 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 jr, Truss Truss Type Qty Ply STONERIDGE DEV-MASCORD 2230-E K2276661 `1891,LSTONERIDGE_PAR-1X03 COMMON 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Aug 15 12:17:23 2016 Page 1 I D:EBcF6AQv5y0Z35p6Q4_oJdzXlFw-ZWm5?LFTAZn9vgK7tfkAGfLvXi7RGKIzJsUsERynbFA 3-2-8 6-11-0 I 3-2-8 3-8-8 4x4 = Scale=1:19.9 6.00112 2 8 7 El 3x4 II 1 9 3x4 I I 3 i Iw • :1411 1.5x4 6 4 3x4 H 3x4 I I 3-2-8 6-11-0 3-2-8 3-8-8 LOADING(psf) TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.40 Vert(LL) -0.01 5 >999 240 MT20 220/195 TCDL 7,0 Lumber DOL 1.15 BC 0.14 Vert(CT) -0.02 5 >999 180 BCLL 0.0 Rep Stress Ina YES WB 0.04 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code IBC2015/TP12014 (Matrix-S) Weight:25 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied. WEBS 2x4 DF Stud/Std MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 6=278/Mechanical,4=278/0-5-8 Max Horz 6=-63(LC 12) Max Uplift6=-57(LC 14),4=-60(LC 15) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-7=-254/137,3-9=-258/128 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 6-2-8,Interior(1)6-2-8 to 6-9-4 zone;cantilever left and right exposed;end vertical 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;Partially Exp.;Ct=1.1 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)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6. �E() P R OFF 8)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)4.This connection is for uplift only and \�' ,- N- N E ,E6)`.)••• does not consider lateral forces. 9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and''"A"gypsum �� 2. 7i� sheetrock be applied directly to the bottom chord. Q 89200 P c yG OREGON 44/ )' 14,2C).\ P4 MFR R I L\- 6 EXPIRES: 12/31/2017 August 15,2016 -- 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 MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not �9 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-B9 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 Symbols Numbering System , Genera Safety Votes PLATE LOCATION AND ORIENTATION 3/4" Center plate on joint unless x,y offsets are indicated. I 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property (Drawings not to scale) Damage or PerSOrla! Injury MEDimensions are in ft-in-sixteenths. G4 Apply plates to both sides of truss and fully embed teeth. 1 2 3 1. Additional stability bracing for truss system,e.g. TOP CHORDS diagonal orX-bracing,is always required. See BCSI. 0_1/16 2. Truss bracing must,beindividual ldesignedateral braces by an engineer.For wide truss spacingthemselves p 4 ce may require bracing,or alternative Tor I _ 161111M11 a bracing should be considered. AMIligff- 1_, O A � 3. Never exceed the design loading shown and never O stack materials on inadequately braced trusses. O 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate c�-e C6-7C5-6 , designer,erection supervisor,property owner and plates 0 'n6' from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. I 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 I 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 *Plate AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. Plate location details available in MiTek 20/20 1 NUMBERS/LETTERS. software or upon request. 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for use with fire retardant,preservative treated,or green lumber. ICC-ES Reports: The first dimension is the plate io.Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-1311, ESR 1352,ESR 1988 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. 11.Plate type,size,orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and in all respects,equal to or better than that , 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 BEARING or less,if no ceiling is installed,unless otherwise noted. established by others. 15.Connections not shown ore the responsibility of others. Indicates location where bearings 16.Do not cut or alter truss member or plate without prior su orts occur. Icons va but I � pp j �' ©2012 MiTek®All Rights Reserved approval of an engineer. �Lli, reaction section indicates joint 17.Install and load verticallyunless indicated otherwise. number where bearings occur. Min size shown is for crushing only. 111111— $o 18.Use of green or treated lumber may pose unacceptable environmental,health or performance risks.Consult with Industry Standards: project engineer before use. ANSI/TPI1: National Design Specification for Metal Mil19.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. is not sufficient. BCSI: Building Component Safety Information, 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, MtTe k® ANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate ' Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev. 10/03/2015