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Plans (217) mom DIII /l�/ —� S G✓ Sic Z �r4 ,.. MiTek® MiTek USA, Inc. 250 Klug Circle Corona,CA 92880 951-245-9525 Re: B1702293 RECEIVED Mission Homes-MM8 OCT 9 2017 CITY OF TIGARD BUILDING DIVISION The truss drawing(s)referenced below have been prepared by MiTek USA,Inc.under my direct supervision based on the parameters provided by ProBuild West-Beaverton,OR. Pages or sheets covered by this seal: K3409096 thru K3409133 My license renewal date for the state of Oregon is December 31,2017. �cF,ED P R OFF6,s / 4Gl N EF,9 �p 2 89200PE 9r' 4"OREGON ��Q /.09 ' 14 20� SFRlRIl.V. EXPIR . July 7,2017 Baxter,David IMPORTANT NOTE:Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, per ANSI/TPI-1, Chapter 2. Job ( r I Truss ITrussType Qty Ply I Mission Homes-MM8 _ --- -- B1702293 IA01 I GABLE 1 I 1 K3409096 ------ 1. 1 -. - _ I Job Referen�oetiona _-. J Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 sSep 29 2015 MiTek Industries,Inc. Fri Jul 07 10:20:15 2017 Page 1 ID LmjNbD5W82urkH72J_x181yy7iF-3kkPo4GGpVEKTUXEvRnPm3eEJRs5d9Utu96FEwz Td_ 29-0 1-4-0 7-5-07- i-- _. 175-0 {. _.. 27-5-0. {__ 7-5-0 --_ __ 75-0__ _} __. 441-1]4_ _-_ 7-1-14 SHEATHING SHOWN IS NOT sxs-- Scale=t:81.7 PART OF COMPONENT DESIGN 19 20 21 Sheet Front Full Sheathing 18 i`41 . 22 23 1 Py h 15 71b ►�. 13 77 / 1/ �'�'4 25 14 3x6! 12 -f-7,7,/- 26 1I / I �j 27 11 rte/,if?Pr" 0000;00000/106N, / �""w 28 3x6 6.00112 �� � "� 10�/ 40114/ Q� I� l, ';9 30 � 6 /ie70 1 I' AO, I� r 3 -� I '4 35 �2 / ft 5,, q1 ,s. .��. I ' .x:8.7 7574 73 72 71 70 69 68 67 66 65 63 62 61 60 59 58 57 56 55 54 53 52 51 49 48 47 46 45 44 43 42 41 X409 3x8 1164 50 3x6-`-, 3x6 8-345 184f3_ -_284-3_ __ 8r3-15_ __{ 9624 . i ...94-11 _ Plate Offsets(X Y)- 110:0-2-10,Edg8I,130:0-2-10,Ed�c ej,175 0-4-88,0-1-8] �-�-14 8-9-1$ LOADING(psf) TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d 1 PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.19 Vert(LL) 0.00 1 n/r 90 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.06 Vert(TL) -0.00 1 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(TL) 0.01 39 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 i (Matrix) 1 Weight:398 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 10-20,20-30:2x4 DF 2400F 2.0E end verticals. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 DF No.1&Btr G*Except* WEBS 1 Row at midpt 20-57,19-58,18-59,17-60,16-61,15-62, 2-75:2x6 DF No.2 21-56,22-55,23-54,24-53,25-52 OTHERS 2x4 DF Std G*Except* 20-57,19-58,18-59,21-56,22-55:2x4 DF No.1&Btr G MiTek recommends that Stabilizers and required cross bracing l be installed during truss erection,in accordance with Stabilizer REACTIONS. All bearings 44-2-14. Installation guide.- (Ib)- Max Horz 75=182(LC 12) Max Uplift All uplift 100 lb or less at joint(s)75,39,58,59,60,61,62,63,65, 66,67,68,69,70,71,72,73,55,54,53,52,51,49,48,47,46,45,44, 43,42,41 except 74=-195(LC 18),40=-256(LC 13) Max Gray All reactions 250 lb or less at joint(s)57,58,59,60,61,62,63,65, 66,67,68,69,70,71,72,73,74,56,55,54,53,52,51,49,48,47,46, 45,44,43,42,41,40 except 75=397(LC 18),39=293(LC 13) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 16-78=-88/256,17-78=-80/260,17-18=-97/298,18-19=-108/348,19-20=-111/371, 20-21=-111/371,21-22=-108/348,22-23=-97/298,23-79=-80/260,24-79=-88/256, 2-75=-325/71 NOTES- ��0, 0 PROres 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.11;Exp B;enclosed;MWFRS \5 ANG I NEt°,4 /� (envelope)gable end zone and C-C Comer(3)-1-4-0 to 3-0-15,Exterior(2)3-0-15 to 17-10-1,Comer(3)17-10-1 to 22-3-0,Exterior(2) C`� 2 26-7-15 to 39-6-9 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber 89200P E 9r DOL=1.60 plate grip DOL=1.60 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. /'� 3)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 - �� cr 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs 4G 2!OREGON N. "C(� non-concurrent with other live loads. /O '9' 14,2-%,..0. 6)All plates are 2x4 MT20 unless otherwise indicated. 7)Gable requires continuous bottom chord bearing. MSR R I Li- 8)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 9)Gable studs spaced at 1-4-0 oc. 10)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Continued 12/31/2017 on page 2 July 7,2017 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. MI- Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not I a truss system.Before use,the budding designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and is always required for stability and toprevent collapseP ry permanent bracing MiTek' with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 223314 lily Criteria,DSB-88 and BCS(Building Component CCorona, Circle CA 92880 'Job [Truss 'Truss Type Qty .Ply ;Mission Homes-MM8 ( II K3409096' B1702293 A01 GABLE ,1 1 __-... -... _._ -_.. _.. j _......_ Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Jul 07 10:20:16 2017 Page 2 ID:LmjNbD5W82urkH72J x181yy7iF-XxlnoQHuaoNB5e6RT91elHAP3rCKMck07prolMz_Tcz NOTES- 11)*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. 12)A plate rating reduction of 20%has been applied for the green lumber members. 13)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)75,39,58,59,60,61,62,63,65,66,67,68,69,70,71,72, 73,55,54,53,52,51,49,48,47,46,45,44,43,42,41 except(jt=lb)74=195,40=256. 14)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII.7473 rev.10/0312015 BEFORE USE. Design valid for use only with 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 I building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bradngIMiTek is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSITTPI1 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. I Corona,CA 92880 Truss Job rTruss Type Qty Ply Mission Homes-MM8 B1702293 (A02 i COMMON K3409097 6 1 Pro-Build Beaverton Truss, Beaverton,OR 97005 -- -- - 1 I Job Reference(optional)_-_ j 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Jul 07 10:20:17 2017 Page 1 ID:LmjNbD5W82urkH72J_x181yy7IF-?7s9DIIWL6V2iohdlsgtrUjQrFMT5u3ALTbLHoz Tcy 71.111 _7454_. .1410-0. -22-30 - 1-4-0 7-5-0 -.}... __. 7-5-0 + __. 7-5-0 t.. _- - 29-8-09. i --_.3�0- -_. i _- 47-1-14.. - 1 7-5- 5x6 Scale=1:81.6 6 P.11111 21 22 4x4 i 20 23 4x4 5 3x8% / o 6.00 j12 i. 3x8 4x6 i 4*� 8 a. 4x6 3 9 24 8x8 - 19 ....„..--"------ II vir .1 \„ 4x6 1I 2 10 _ __ __ ___ „i„ ___ . _ __ _ __ _ __ _ ,1_1, .. of 1 \, o B 17 25 16 26 15 27 28 14 29 13 30 12 - -- o 3x4=: 5x10 WB -- 4x411 4x4-= 5x10 WB--' 3x4- 3x8 1 _8-3-15 i- -. 181.13_ -. t _- 26-4-3__ _..._ 361-144-1A _. 44-.314 8- -t5 _.. -__ 9-9-14 8-2-6 __9-$-14 .. 7-11-3 1-h Plate Offsets(X,Y)- j2- 0 2 12 0-2-4j j5:0-2-0,0-4A,17:0-2-0,04-0j,[15:0-1-12,0-2-M 0-1-10 LOADING(psf) 1SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP (Roof TCLL 25.0 Plate Grip DOL 1.15 TC 0.83 Vert(LL) -0.36 15-17 >999 240 MT20 220/195 TCDLSoow=25.0)0 Lumber DOL 1.15 BC 0.77 Vert(TL) -0.84 15-17 >625 180 BCLL 0.0 Rep Stress Incr YES WB 0.80 Horz(TL) 0.18 11 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 (Matrix) Weight:251 lb FT=10% 20 - ri LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G'Except' TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except 4-6,6-8:2x4 DF 2400F 2.0E end verticals. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Std G*Except* WEBS 1 Row at midpt 7-14,9-11,5-15,3-18 6-14,10-11,6-15:2x4 DF No.1&Btr G,2-18:2x6 DF No.2 OTHERS 2x4 DF No.1&Btr G r MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer REACTIONS. (lb/size) 11=1835/Mechanical,18=1938/0-5-8 LnsldllatiDnguide. Max Horz 18=182(LC 12) Max Uplift l 1=-173(LC 13),18=-207(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-19=-966/224,3-19=-848/240,3-4=-3054/362,4-5=-2904/386,5-20=-2450/369, 20-21=-2377/379,6-21=-2355/395,6-22=-2343/396,22-23=2365/380,7-23=-2447/370, 7-8=-2835/405,8-9=-2985/381,9-24=-438/162,10-24=-565/148,2-18=-742/249, 10-11=429/153 BOT CHORD 17-18=-350/2697,17-25=-235/2347,16-25=-235/2347,16-26=-235/2347, 15-26=-235/2347,15-27=-65/1793,27-28=-65/1793,14-28=65/1793,14-29=-162/2331, 13-29=-162/2331,13-30=-162/2331,12-30=-162/2331,11-12=-229/2622 WEBS 6-14=-157/1020,7-14=-802/280,7-12=-107/466,9-11=2661/179,6-15=-160/1037, 5-15=-816/282,5-17=-109/530,3-18=-2356/131 �� �p P R pFES NOTES- S' 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS �� �NG'NEFR �Q (envelope)gable end zone and C-C Exterior(2)-1-4-0 to 3-1-1,Interior(1)3-1-1 to 17-9-15,Exterior(2)17-9-15 to 22-3-0,Interior(1) f�� 26-8-1 to 39-6-6 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 89200P E 9� plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 / . 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs 476'47'1 OREGON ��� non concurrent with other live loads. y 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 7O '9 f' 14 r 20.\ -}- fit between the bottom chord and any other members,with BCDL=10.Opsf. RQ. 7)A plate rating reduction of 20%has been applied for the green lumber members. A &R R LL 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)11=173, 18=207. 1 Coltinue ipwa lieccbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. EXPIRES: 1?/31/Z017 p g July 7,2017 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M9-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual 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 is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the Mi lel• fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/Tpl1 Quality Criteria,DSB-89 and BCSI Buildin Com onent Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. 9 P 250 Klug Circle - Corona,CA 92880. _. . . r Job truss Truss Type Qty Ply 1- Mission Homes-MM8 1 K ,81702293 A02 'COMMON 6 1 I ..--_ --_._- _-- ---_ _— --. ._. i __.: Job Reference(optional) 34097 Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Jul 07 10:20:17 2017 Page 2 I D:LmjNbD5W82urkH72J_x181yy7iF-?7s9DII WL6V2iohd1 sgtrUjQrFMT5u3ALTbLHoz_Tcy 1' A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE 510.7473 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 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 B A'1�1.• is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the �IfY9, IC 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 - --_ - --- 1Truss 'Truss a --_. - ---- -- -__ __.... YP Oty Ply Mission Homes-MMB B1702293 A03 ROOF SPECIAL K3409098 i_ `2Job Reference!_optional).- ---- I Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640_--- - -- - - --1 - s Sep 29 2015 MiTek Industries,Inc. Fri Jul 07 10:20:17 2017 Page 1 2-5-8I D:LmjNbD5W82urkH72J_xl81yy7iF-?7s9Dll WL6V2iohdl sgtrUjSBFM H5uJALTbLHoz_Tcy 111_,_.-4-0{.1-114 i _.. 96-0. : -s-q22-3-0 1-114 6.08 6-0-0 0-1q 6-9-8 1 .. _. -..-_28�_ _ i.__. __37---0. __. _.I ---- 44-2-14-4 _. _.{ 0-6-0 �-a 7-5-0 -7-1-ta 5x6 Scale=1:87.5 6.00':12 7 A 3x6q/ / 25 3x4 6 6 8 3x6 c 3x4 i 5 3x8 9 4 4x6 10 304%23 - 27 3 . 4x8 I! 11 c o cf9- _: ..- ® . _ i�In 22 1430 31 13-- - O d 21 20 16 28 29 15 17 0 8x8 '' 4x4 1Sx128 4x12 4x4--- 3x6 3x4 12 8x12 I I 204 I I 3x8 2-5-8 15-54 1-114-4 { 8-6-0 { 1454 14 .0 i 18-1-13 1 223-0 246-4-3 36-2-' 1-114 6-0-8 - - - 1--..- i -..._.. 9-141 7-11-3 44-.14 5-11-6 -4 2$5 4-1-3 4-1-3 9-8-14 { _._ � 9-64__. -_¢1_7$-- 7173 .._0.1'10 Plate Offsets jX Y)-- 443:0-1-4,0-1-8j, ,[15:0-1-12,0:2-0j L10:0,5711,0-1,111,119:0,4A0-2-UL[22_0-10-4,0-0 2j LOADING(psf) TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.75 Vert(LL) -0.34 13-15 >999 240 MT20 220/195 TCDL 7,0 Lumber DOL 1.15 BC 0.78 Vert(TL) -0.83 13-15 >636 180 BCLL 0.0 Rep Stress lncr YES WB 0.78 Horz(TL) 0.26 12 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 (Matrix) Weight:265 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF 2400F 2.0E*Except` TOP CHORD Structural wood sheathing directly applied or 2-11-8 oc purlins, except 1-5,9-11:2x4 DF No.1&Btr G end verticals. BOT CHORD 2x4 DF No.1&Btr G`Except` BOT CHORD Rigid ceiling directly applied or 9-0-8 oc bracing. 2-21:2x8 DF SS WEBS 1 Row at midpt 4-19,8-15,10-12,6-17,6-16 WEBS 2x4 DF Std G'Except' 16-19,7-16,7-15,11-12:2x4 DF No.1&BV G MiTek recommends that Stabilizers and required cross bracing 11 be installed during truss erection,in accordance with Stabilizer REACTIONS. I0_stallation guide, (lb/size) 2=1953/0-5-8,12=1843/Mechanical Max Horz 2n184(LC 12) Max Uplift2=-198(LC 12),12=-169(LC 13) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-4374/436,3-23=-3568/313,4-23=-3485/336,4-5=-2841/326,5-6=-2737/350, 6-24=-2408/374,7-24=-2296/396,7-25=-2274/388,25-26=-2384/372,8-26=-2405/360, 8-9=-2806/399,9-10=-2998/374,10-27=434/158,11-27=-561/144,11-12=-425/151 BOT CHORD 2-22=-534/3580,21-22=-525/3397,20-21=-530/3489,19-20=-356/3117,16-28=-55/1753, 28-29=-55/1753,15-29=55/1753,15-30=-149/2295,14-30=-149/2295,14-31=-149/2295, 13-31=-149/2295,12-13=-222/2635 WEBS 3-20=-399/175,4-20=0/377,4-19=-772/179,16-19=-196/2437,7-16=-175/1058, 7-15=-157/1060,8-15=-805/283,8-13=-116/476,10-12=-2610/175,6-19=-86/1029, 3-22=-7/836,6-16=1501/296 NOTES- '���o0 P(i OFESS 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS \� GNC'[NEF9 �p (envelope)gable end zone and C-C Exterior(2)-1-4-0 to 3-1-1,Interior(1)3-1-1 to 17-9-15,Exterior(2)17-9-15 to 22-3-0,Interior(1) (4� 2 26-8-1 to 39-6-6 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 :9200P E plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)Unbalanced truss 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 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 7L OREGON �lr✓ 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ai 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 /Q '9Y 1 4 20\ -!- fit between the bottom chord and any other members,with BCDL=10.Opsf. �Q 7)A plate rating reduction of 20%has been applied for the green lumber members. MFR R L�' 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)2=198, 12=169. COAL ue o0gidatec9fixed heels"Member end fixity model was used in the analysis and design of this truss. EXPIRES: 12/31/2017 Ppibreaks with g July 7,2017 1 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. u� 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 is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the MITeK• , fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPI1 Quality Criteria,DSB-89 and BCSI Buildin Com onent Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. 9 P 250 Klug Circle Corona,CA 92880 Job Truss Truss Type 1Qty Ply Mission Homes-MMB r r 81702293 A03 ROOF SPECIAL 2 1 • • K3409098 ! !t Job Reference ippfionA) _I Pro-Build Beaverton Truss, Beaverton,OR 97005 ID:LmjNb 5W82u640 s Sep 29 2015 MiTek Industries,ndustreInc. n Jul 07 10:20:18 2017 zag C2 x A WARNING-Verity 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 NI • 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 MITBka is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss i Truss Type Qty Ply l Mission Homes-MM8 fI K3409099 B1702293 1A04 Roof Special i4 7.640 s Sep 29 ece015 MiTek Industries,Inc. Fri Jul 07 10:20:19 2017 Page 1 - - _ - 1 --- _ Job Reference Optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 2urkH72J_x181yy7iF-xW weRKntjlmy5r08HsLwvolU31RZvXTpn4SMhz_Tcw 1�0{ ID:Lm 5W8 37-1A -{.__. . 44-2-34. 2-0-00 4-11-0 111-1]{ 15 s-00 0 p- - -. -�-0 - -i s-0 7-5-0 7-1-14 '' 5x6 - Scale=1:87.5 6.00 112 7 36 39 3x637 408x4 4x8 i �. ry 4x8 q 4x4 5 9 r 1\ s' .4 4 10 o 41 36 3 2 11 8x8 19 18 17 42 16 43 15 44 45 14 46 13 47 12 3x10 _- 3x4 5x8 -- 4x6— 4x6'- 5x8-- 3x4 8x12 11 15-0-0 ,2-0-0 2 _ 8-7-5 10-10-3 13-9-13 14-11-1 3-0 17-11-8 2-11-0 1-2-14-298-10 24-3-8- _- 263-0 2$16 2 1'0 31-0-14 2-6-2 '2--3011 44-1-4 0.1 X14 2-0-006 .... 6-1-5 2-2-14 2-10-10 Y �{ { -_ i -2--40 0-0-3 _9-3-6 -_— 1-414 Plate Offsets(X,Y)-- 12:0-4-9,Edge],[6:0-1-8,0-1-8],[8:0-1-8,0-1-8],[11:0-10-0,0-0-9],[12:0-1-12,0-1-8],[13:0-4-0,0-3-0],[16:0-4-0,0-2-12],[17:0-1-12,0-1-8],[19:0-10-7,0-2-15], 120:0-2-8_0-1-0],f22:0-2-8,0-M),j24:0-2-8,0-1-01,130:0-2-5,0-1-91,[32:0-2-5 0-1-0j ___ LOADING(psf) SPACING- 2-0-0 CSI. T DEFL. in (loc) I/deft L/d I PLATES GRIP TCLL 25.0 Plate Grip IDOL 1.15 I TC 0.95 I Vert(LL) -0.32 12-14 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.80 Vert(TL) -0.78 15-17 >674 180 TCDL 7.0 Rep Stress Incr YES WB 0.35 Horz(TL) 0.25 11 n/a n/a BCLL 0.0 * i (Matrix Code IBC2012/TP12007 BCDL 10.0 ) Weight:268 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF 2400F 2.0E*Except* TOP CHORD Structural wood sheathing directly applied. 1-5,9-11:2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2x4 DF No.1&Btr G*Except* WEBS 1 Row at midpt 6-15,8-14 2-18:2x8 DF SS JOINTS 1 Brace at Jt(s):14 WEBS 2x4 DF Std G*Except* MiTek recommends thattreq Stabilizers and required cross bracing ' 7-15,7-14:2x4 DF No.1&Btr G be installed during truss erection,in accordance with Stabilizer 1 OTHERS 2x4 OF Std G Installation guide, REACTIONS. (lb/size) 2=1942/0-5-8,11=1838/Mechanical Max Horz 2=181(LC 12) Max Uplift2=-208(LC 12),11=-174(LC 13) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-4242/421,3-36=-3803/448,4-36=3759/464,4-5=-3474/392,5-6=-3295/410, 6-37=-2612/386,37-38=-2543/395,7-38=-2509/408,7-39=-2500/410,39-40=-2598/396, 8-40=-2615/385,8-9=-3242/436,0.10=-3430/411,10-41=-3450/387,11-41=-3579/373 BOT CHORD 2-19=502/3449,18-19=399/3064,17-18=403/3161,17-42=-246/2517,1642=246/2517, 16-43=-246/2517,15-43=-246/2517,15-44=-60/1861,44-45=-60/1861,14-45=-60/1861, 14-46=-172/2507,13-46=-172/2507,13-47=-172/2507,1247=-172/2507, 11-12=-271/3108 WEBS 6-17=-134/799,0.15=-941/304,7-15=-182/1154,7-14=-176/1148,8-14=-939/297, PEP PROF 8-12=-125/760,10.12=-395/209,3-19=0/690,4-17=-425/209,4-19=-113/276 Co��� NG�NEER.o NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS 4� $9200PE 1. -17 (envelope)gable end zone and C-C Exterior(2)-1-4-0 to 3-1-1,Interior(1)3-1-1 to 17-9-15,Exterior(2)17-9-15 to 22-3-0,Interior(1) 26-8-1 to 39-7-7 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip =1.60 2)TCLL:ASCECE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 ----tint r•✓-� _' 3)Unbalanced snow loads have been considered for this design. u. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs -y OREGON ((/ non-concurrent with other live loads. 72.... 4,, 47,9 y 14 2°�� +� 5)All plates are 2x4 MT20 unless otherwise indicated. Ali).- ►I �P 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ME R R I L\- 7)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 8)A plate rating reduction of 20%has been applied for the green lumber members. EXPIRES: 12/31/2017 9)Refer to girder(s)for truss to truss connections. Continued on page 2 July 7,2017 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 �Ip 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 braang IYI tr le B1Te is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the Il fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIRPIl 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 IQty ;Ply Mission Homes-MM8 1 BPro-Build Beaverton Truss, A04 Roof Special K3409099 (optio ID:Lm NbD5W8264 JoSep 29201 MiTenaldu Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Fn Jul 07 10:20:19 2017 Page 2 NOTES- 10) 1 H72J_x181yy7iF-xW weRKntjlmy5r08HsLwvolU31RZvXTpn4SMhz_Tcw Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)2=208,11=174. 11)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. A WARNING-Verity 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 Truss TrussType _ o b i Qty 'Ply 'Mission Homes-MMS --- ,81702293 A05 ROOF SPECIAL K3409100, 1 1 1 � Pro-Build Beaverton Truss, Beaverton,OR 97005 _ - - -- - - --- Lob ReferenceMoptiona d_ - 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Jul 07 10:20:20 2017 Page 1 ID:LmjNbD5W82urkH72J_x181yy7iF-172J tdZFPCi_NaT7L?wSOGIHRc1 Qp0u7z_Tcv --1-441 15-0-__ r-._ _._.14-10-0 __. 1_.. _.. 223-0 ....2824 _.._ ,9-85�_. 3�L-0 i 3942 ---4433- _ 1-4-0 7-5-0 7-5-0 7-5-0 5-11-0 1-6-0 4-5-0 5-0-2 5-0-2 5x6 Scale=1:87.7 6.00 112 6 n 3x4 i 26 27 P5 283x4 5 7 3x8� 3x6 ' 8 3x8 F' 4x6 % 4 71 �. 9 3 • 3x4 10 8x8 24 29 1 2 /,i . of -:- _.. - _ ®-i _7Ailk — -_ 4 --- -- 11'o Y 20 19 30 18 41 32 33 16 15 14 12 3x4 - 3x6-- 4x4 - 4x8 2x4 I. 3x10 3x6 I 5x16 -- 815. :. _.. _181-13. _.28-4-3. I.. -_ 34-14_.. _.. t--- 341-2.. I ___ 444-4 8-3 1� 9-9-14 __8-2$ 2-8-13 54-2 _5-0-2 Plate Plate Offsets(X,Y) j2:0-2-12 0-2-4],j7:0-1,8,0-1-8j_11(10-17n0-1,6_1,[11:0-10-0,0-0-9],[13;0-74,0-24.1,f15•0-3-0,0-071L j16 0 2_0,0-1 12],1.17;0 t 12 0-2-0] LOADING(psf) _ - --- SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES TOLL 25.0 GRIP Plate Grip DOL 1.15 TC 0.59 VertLL -0.33 17-19 >999 240 MT20 220/195 TCDL Snow=25 7. 00 Lumber DOL 1.15 BC 0.76 Vert(TL) -0.81 17-19 >650 180 ' BCLL 0.0 Rep Stress Incr YES WB 0.69 Horz(TL) 0.19 11 n/a n/a Code IBC2012/TPI2007 (Matrix-S) Weight:258 lb FT=10% B_C.DL 10.0 _ LUMBER- BRACING- TOP CHORD 2x4 DF 2400F 2.0E*Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 9-11,1-4:2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. Except: BOT CHORD 2x4 DF No.1&Btr G 10-0-0 oc bracing:13-15 WEBS 2x4 DF Std G*Except* WEBS 1 Row at midpt 5 17,3-20,7-16 6-16,6-17,13-16:2x4 DF No.1&Btr G,2-20:2x6 DF No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer REACTIONS. 11nstallstiOn guide. 1 (lb/size) 11=1865/Mechanical,20=1944/0-5-8 Max Horz 20=180(LC 12) Max Uplift11=-165(LC 13),20=-203(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-24=1036/190,3-24=-919/206,3-4=-3057/355,4-5=-2955/381,5-25=-2397/362, 25-26=-2311/371,6-26=-2284/387,6-27=-2267/387,27-28=-2374/370,7-28=-2395/359, 7-8=-3046/382,8-9=-3027/342,9-10=-3156/331,10-29=-3504/356,11-29=3619/347, 2-20=-771/235 BOT CHORD 19-20=-348/2705,19-30=-221/2304,18-30=-221/2304,18-31=-221/2304, 17-31=-221/2304,17-32=-60/1754,32-33=-60/1754,16-33=-60/1754,15-16=-35/409, 12-13=-263/3173,11-12=-263/3173 WEBS 6-16=-150/968,6-17=-157/1075,13-16=-105/1977,7-13=-99/827,10-13=471/137, 5-17=809/282,5-19=-117/533,3-20=-2211/155,7-16=-1043/250 ���EO P R OFFS NOTES- tr 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS \� l., G NE�C /O (envelope)gable end zone and C-C Exterior(2)-1-4-0 to 3-0-15,Interior(1)3-0-15 to 17-10-1,Exterior(2)17-10-1 to 22-3-0,Interior(1) t,V� 2 26-7-15 to 39-8-5 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber ..c.-- 89200P E r DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 25.0 psf on O . CC- non-concurrent with other live loads. overhangsyL OREGON CQ 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed fora live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will <0 '.1).' O '9y' 14 20\ fit between the bottom chord and any other members,with BCDL=10.0psf. -1- 0- 7)A plate rating reduction of 20%has been applied for the green lumber members. MER R�,-` 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)11=165, 20=203. EXPIRES: 12/31/2017 Continued on page 2 July 7,2017 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 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. temporary and is always required for stability and to prevent collapse withpossible N Po ry permanent bracing MITAK• ps 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 Buildin Component Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. g P 250 Klug Circle - - _ Corona,CA 92880 h IJob Truss Truss Type Qty 1 Ply I Mission Homes-MMS rK3409100 81702293 A05 ROOF SPECIAL 1 i 1 IJob Reference(optional Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Jul 07 10:20:20 2017 Page 2 ID:LmjNbD5W82urkH72J_x181yy7iF-PiXIsnKPe1tdZFPCi NaT7L?wSOGIHRc1Qp0u7z_Tcv NOTES- 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. 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 onlyupon parameters shown,and is for an individual building component,not 111111* 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 bradng MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the I fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/1711 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 i Mission Homes-MM8 tB170293 A06 COMMON 1 1, K3409101 Pro-Build Beaverton Truss, Beaverton,OR 97005 1 . 7.640 Job Reference(optional) s Sep 29 2015 MiTek Industries,Inc. Fri Jul 07 10:20:20 2017 Page 1 ID:LmjNbD5 W82urkH72J_xl81yy7iF-PIXIsnKPe1 tdZFPCi_NaT7Lx4SNAI Fpc1 Qp0u7z_Tcv 113-0,. _- 3-5.0 I-_.. _ 14-10-0_ _-... I __ 22-3-0 1_._. 29-8-4-- - !, - 37-1-0 __-34-2-14 --------{ 1-4-0 7-5-0 7-5-0 7-5-0 7-5-0 7-5-0 7-1-14 Scale=1:81.6 5x6 - 6 "44141414441 21 22 4x4%20 23 4x4 5 7 a 3x8 6.00 112 4x6iV 19 f -c41 18 17 25 16 26 15 27 28 14 29 13 30 12 11 3x4 5x10 WB 4s4= 4x4 5x10 WB=- 3x4-' 3x8 8-3-15 _ 18-1-1 - --. _ 26-43-__.- _. .__ ��._.. _ 114 8-3-13_.1 [5:0-2-0,0-4-01,17:0-2-0,0-441115:0-1-12,0-2-0 -1,14 1 9-2-4 9-9ia Iii 3 Qi 10 Plate Offsets 1X Y) 12:0-2 1 0 2-4, LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (roc) 1/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.83 Vert(LL) -0.36 15-17 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.77 Vert(TL) -0.84 15-17 >625 180 TCDL 7.0 Rep Stress Incr YES WB 0.80 Horz(TL) 0.18 11 n/a n/a BCLL 0.0 Code IBC2012/TP12007 (Matrix) Weight:251 lb FT=10% BCDL 10.0 9 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G`Except` TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except 4-6,6-8:2x4 DF 2400F 2.0E end verticals. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Std G'Except' WEBS 1 Row at midpt 7-14,9-11,5-15,3-18 6-14,10-11,6-15:2x4 DF No.1&Btr G,2-18:2x6 DF No.2 1 MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 DF No.1&Btr G be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 11=1835/Mechanical,18=1938/0-5-8 Max Horz 18=182(LC 12) Max Upliftll=-173(LC 13),18=-207(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-19=-966/224,3-19=-848/240,3-4=-3054/362,4-5=-2904/386,5-20=-2450/369, 20-21=-2377/379,6-21=-2355/395,6-22=-2343/396,22-23=-2365/380,7-23=-2447/370, 7-8=-2835/405,8-9=-2985/381,9-24=438/162,10-24=-565/148,2-18=-742/249, 10-11=429/153 BOT CHORD 17-18=-350/2697,17-25=-235/2347,16-25=-235/2347,16-26=-235/2347, 15-26=-235/2347,15-27=-65/1793,27-28=-65/1793,14-28=-65/1793,14-29=-162/2331, 13-29=-162/2331,13-30=-162/2331,12-30=-162/2331,11-12=-229/2622 WEBS 6-14=-157/1020,7-14=-802/280,7-12=-107/466,9-11=-2661/179,6-15=-160/1037, 5-15=-816/282,5-17=-109/530,3-18=-2356/131 ��RE1) PR Ore,, NOTES- 1)Wind:ASCE 7-10;Vult=l20mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS � /� (envelope)gable end zone and C-C Exterior(2)-14-0 to 3-1-1,Interior(1)3-1-1 to 17-9-15,Exterior(2)17-9-15 to 22-3-0,Interior(1) C:.!:•. ...:A9G210N:pk...E,9t .9 26-8-1 to 39-6-6 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 c plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 ` 3)Unbalanced snow loads have been considered for this design. • • - 4)This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non concurrent with other live loads. �a A-OREGON 44./5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. L. 4t_ .is A. 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 Q k 14, 2.0 -}- fit between the bottom chord and any other members,with BCDL=10.0psf. 0- 7)A plate rating reduction of 20%has been applied for the green lumber members. ..7 -ti R I!0- 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)11=173, 18=207. EXPIRES: 12/31/2017 do)ti uenf ortgiid piitectbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. July 7,2017 AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll•7473 rev.10/01/2015 BEFORE USE. moo" I Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must 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 bradng f1/f B R A1Tel.• is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bradng of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle i Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. 1 Corona,CA 92880 Job Truss Truss Type 'Qty ,Ply Mission Homes-MM8 r r i K3409101 181702293 IA06 COMMON 1 1 • Job Reference(Qptional) -.- _-- • Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Jul 07 10:20:21 2017 Page 2 ID:LmjNbD5W82urkH72J_xl8Iyy7iF-tu5g37L1 PL?UBP_OGiup?Ku6gsjP1 i3mG4ZZQaz_Tcu A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. IDesign valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not 11111e a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall I building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent braang MiTek" SII is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and 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 I Mission Homes-MM8 K3409102' r '617022193 A07 COMMON 5 1 : I Job Reference(optional) _-_ i Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Jul 07 10:20:22 2017 Page 1 I D.LmjNbD5W82urkH72J_x181yy7iF-M4f2HTMfAe7LpZZagpp2YYQNjG41 mAVvVkl6z0z_Tct 4-42 _...-7-5, '---- _..14-10-0_.. i_-.. 22-3-0 1 29-8-0 I_..-. 37-14 __._ _... i _.._. 44-6-0 4fl 19- 1-4-0 7-5-0 7-5-0 7-5-0 7-5-0 7-5-0 7-5-0 14-0Q Scale=1:80.6 5x6 - 6.00:'12- 6 A 1 3.4% 22 23 3x4 5 21 247 3x8 rsr `1 3x8 4x6 i 4 8 �.� 3 94x6 '- 25 l 20 8x8 - / { .. 8x8 2 10 19 18 26 17 27 16 28 29 15 30 14 31 13 12 3x4 5x10 WB -- 4x4- 4x4 - 5x10 WB 3x4 8315 I-_._ _. 18-1-13. 25-4-3. _.._.. ___ 36,24 _ , __ _..44-2z0 83 15 9-9-14 -_.. 8-2-6 _..2-9-14 - _ 8-3-15 _. Plate Offsets(X,117- (2:0-2 12,0-2-41 110:0-2-12,0-2-J I15 0-1-12 0-2 01 X16:0.1 12,0-2-0] TCLL LOADING(psf)25.0 SPACING- 2-0-0 CSI. 1 DEF L. in (loc) I/deft Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.50 Vert(LL) -0.36 16-18 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.75 Vert(TL) -0.85 13-15 >620 180 Rep Stress Ina- YES WB 0.72 Horz(TL) 0.19 12 n/a n/a BCLL 0.0* Code IBC2012/TP12007 (Matrix-S) BCDL 10.0 , Weight:255 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF 2400F 2.0E*Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 1-4,8-11:2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 DF No.1&Btr G WEBS 1 Row at midpt 7-15,5-16,3-19,9-12 WEBS 2x4 DF Std G*Except* MiTek recommends that Stabilizers and required cross bracing 6-15,6-16:2x4 DF No.1&Btr G,2-19,10-12:2x6 DF No.2 be installed during truss erection,in accordance with Stabilizer OTHERS 2x4 DF No.1&Btr G Installation guide. REACTIONS. (lb/size) 19=1950/0-5-8,12=1950/0-5-8 Max Horz 19=168(LC 12) Max Upliift19=-207(LC 12),12=-207(LC 13) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-20=-1044/193,3-20=-927/209,3-4=-3075/360,4-5=-2995/385,5-21=-2485/366, 21-22=-2468/377,6-22=-2383/394,6-23=-2383/394,23-24=-2468/377,7-24=-2485/366, 7-8=-2995/385,8-9=-3075/360,9-25=-927/208,10-25=-1044/192,2-19=-776/237, 10-12=-776/237 BOT CHORD 18-19=-341/2717,18-26=-217/2361,17-26=-217/2361,17-27=-217/2361, 16-27=-217/2361,16-28=-53/1817,28-29=-53/1817,15-29=-53/1817,15-30=-111/2361, 14-30=-111/2361,14-31=-111/2361,13-31=-111/2361,12-13=-173/2717 WEBS 6-15=-163/1056,7-15=-830/282,7-13=-115/535,6-16=-163/1056,5-16=-830/282, 5-18=-115/535,3-19=-2301/156,9-12=-2301/156 NOTES- `(`Q`EQ P R QFE`SS' 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS �GJ �NG'NEF9 /� (envelope)gable end zone and C-C Exterior(2)-1-4-0 to 3-1-6,Interior(1)3-1-6 to 17-9-10,Exterior(2)17-9-10 to 22-3-0,Interior(1) ?i 26-8-6 to 41-4-10 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber 9r DOL=1.60 plate grip DOL=1.60 :9200PE iii, 2)TOLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 /'' 3)Unbalanced snow loads have been considered for this design. _' 4)This truss has been designed for greater of min roof live load 0f 18.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs �• - - non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 9L OREGON A �� 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 /O q y. '4 2-C3\4,,,. 10'� t- fit between the bottom chord and any other members,with BCDL=10.Opsf. �P 7)A plate rating reduction of 20%has been applied for the green lumber members. MFR RIO- 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)19=207, 12=207. 9)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. EXPIRES: 12/31/2017 Continued on page 2 July 7,2017 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 NI 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 braang 1 ek IY�A'T ' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the 1 Il fabrication,storage,delivery,erection and braang of trusses and truss systems,see ANSI1PI1 Quality Criteria,DSB-89 and BCSI Building Component250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 r Job Truss 'Truss Type -.- --. Qty _-..Ply -..;Mission Homes-MMB --.-- _... _-1, 1702293 BPro Bu dBeavertonTruss, ,A07 COMMON 5 1 K3409102 M _.i-. _ Job Reference fpptionalQ Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Fn Jul 07 10:20:22 2017 Page 2 ID:LmjNbD5W82urkH72J_x181yy7iF-M4f2HTMfAe7LpZZagPP2YYQNjG41mAVvVkl6z0z Tct 1 a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE M11.7473 rev.10/03/2015 BEFORE USE. 1. ....111 Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,notNMa 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 bradng MiTek. is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the Tek• fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Buildin Com onent Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. 9 p 250 Klug Circle -- _ - -- -- -- I Corona,CA 92880 Job Truss Truss Type !Qty Ply Mission Homes-MM8 1 B1702293 A08 ;GABLE 1 1_ 7.640 s Sep b fe29 enc201o Tek la d stries,Inc. Fri Jul 07 10:20:24 20174 Pa e31 Pro-Build Beaverton Truss, Beaverton,OR 97005 I D:LmjNbD5W82urkH72J_x181yy7iF-ITnph9NvhGN22tjzxgS WdzWm24wPEEkCy2nD1 uzTcr 111-4 0t -_ -- 22-3-0 _.. • -- - _ _.44-6-0._._._ 4f5-10-j) -0 22-3-0 1-4-0 Scale=1:82.0 5x6 6,00 liz 19 20 21 SHEATHING SHOWN IS NOT Sheet Front7.'10 PART OF COMPONENT DESIGN Full Sheathing 18 �A`'� 22 1 Ply. 15 I ,040110:.:344. 13 '4 �"odfrpre01026/I :4 79 253x6 i 12 //' 27a ,0 " � 1/ I 1 /�•����26 29x6 ,opfr �'� 1 °� 32 �7 6 :f ,30 31 '. ;I I47701,d7,;00$04.)eirs,/,lop.„ �•�3 3 4 r�;',I 0 1pII j1 fid►�► 352 I I I1 44 I 897 ,, �� 38 39 a 7675 74 73 72 71 70 69 68 67 66 64 63 62 61 60 59 58 57 56 55 54 53 52 50 49 48 47 46 45 44 43 42 4140 3x8 65 51 3x8 11 3x6 -- 3x6 _ _. _. ..446-0 44-6-0 Plate Offsets(. YX ),110;0 2 10 Edge)j30:0-2-10,Edg4140:0-4-8,0-1-n176:0-4-8,0-14] TCLL LOADING(psf)5,0 ps25 0 SPACING- 2-0-0 T CSI. DEFL. in (10c) I/deft Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.19 Vert(LL) 0.00 39 n/r 90 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.05 Vert(TL) -0.00 38 n/r 120 BCLL 0.0 ' Rep Stress Incr YES WB 0.10 Horz(TL) 0.01 40 n/a n/a BCDL 10.0 - Code IBC2012/TP12007 (Matrix) Weight:402 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF 2400F 2.0E*Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 1-10,30-39:2x4 DF No.1&Btr G end verticals. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x6 DF No.2 WEBS 1 Row at midpt 20-58,19-59,18-60,17-61,16-62,15-63, OTHERS 2x4 DF Std G*Except* 21-57,22-56,23-55,24-54,25-53 20-58,19-59,18-60,21-57,22-56:2x4 DF No.1&Btr G iMiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installationguide. REACTIONS. All bearings 44-6-0. (Ib)- Max Horz 76=168(LC 12) Max Uplift All uplift 100 lb or less at joint(s)76,40,59,60,61,62,63,64,66, 67,68,69,70,71,72,73,74,56,55,54,53,52,50,49,48,47,46,45, 44,43,42 except 75=-179(LC 18),41=-179(LC 18) Max Gray All reactions 250 lb or less at joint(s)58,59,60,61,62,63,64,66, 67,68,69,70,71,72,73,74,75,57,56,55,54,53,52,50,49,48,47, 46,45,44,43,42,41 except 76=375(LC 18),40=375(LC 18) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 17-78=-76/254,17-18=-91/293,18-19=-102/343,19-20=-105/365,20-21=-105/365, 21-22=-102/343,22-23=-91/293,23-79=-76/254,2-76=-309/69,38-40=-309/55 NOTES- X40. P R OFF, 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS �� GINE cS'' (envelope)gable end zone and C-C Comer(3)-1-4-0 to 3-1-6,Exterior(2)3-1-6 to 17-9-10,Comer(3)17-9-10 to 22-3-0,Exterior(2) ,\ ' ' F9 02 26-8-6 to 41-4-10 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber £ 17 DOL=1.60 plate grip DOL=1.6089200PE r 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. /'� 3)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 4)Unbalanced snow loads have been considered for this design. 00 Cr 5)This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs 7/... G OREGON oto non-concurrent with other live loads. 4, tx 6)All plates are 2x4 MT20 unless otherwise indicated. /Q '9' 14 I. 20 47)Gable requires continuous bottom chord bearing. hf Q- 8)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). E/�(��L� 9)Gable studs spaced at 1-4-0 oc. 10)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11)*This truss hasbeendesigned 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 Continued on page zottom chord and any other members. July 7,2017 A 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 14111 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 bradng tY�11 k IT I is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the R fabrication,storage,delivery,erection and bradng of trusses and truss systems,see ANSUTPI1 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... I-MissionHomes-MM8 B1702293 1A08 GABLE K3409103 1 1 L_- - _--- -- -- - - - ;Job Reference gptionap . Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Jul 07 10:20:24 2017 Page 2 NOTES- ID:LmjNbD5VV82urkH72J_x181yy7iF-ITnph9NvhGN22tjzxgSVVdzVVm24wPEEkCy2nD1uz_Tcr 12)A plate rating reduction of 20%has been applied for the green lumber members. 13)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)76,40,59,60,61,62,63,64,66,67,68,69,70,71,72,73, 74,56,55,54,53,52,50,49,48,47,46,45,44,43,42 except(lt=lb)75=179,41=179. 14)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED 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 NI` 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 AN31/TPI1 Quality criteria,D36-89 and SCSI Building Component250 Klug Circle SafetyInformation available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type IQty Ply Mission Homes-MM8 161702293 B01 GABLE' 1 7.640 K3409104 ID:Lm'NbD5 s S pR29 015ce(optional J Pro-Build Beaverton Truss, Beaverton,OR 97005 - -- -- - - - ------ sSep 29 2015 MiTek Industries,Inc. Fri Jul 07 10:20:30 2017 Page 1 d W82urkH72J_x181yy7iF-7d827-6-0 67CmoA715YwtEmhMUpWe144L_EXFYz_Tcl •1-0-0_..2-1-9 5-0-0 10-0-0 27-6-0 30-0-0 1-0-0- 2-1-9 1 2-10-7.. I- i 1_-0-0 } 25-0-0-0 I 22F12 1 325-0.6_4-0 Ila-9-14(4-13-6l- 1 5'0-0 2-5-12 2-6-4 1-9-14 16-0 5x12 MT18H I.I 1-0-0 Scale=1:79.4 13 Sheet Front 12r♦ t4 SHEATHING SHOWN IS NOT Full Sheathing 1 „ „000011011S♦ 15 PART OF COMPONENT DESIGN Ply 8.00,12 3x8 i 10 ''� ��♦♦♦♦ 16 4x8 10011114,104.17 dl 3x4 i •/A, ��j ♦ 3x8 Q l 3x4 5 6 r4 /04,4. 4�� ♦♦ 19 5x6 / ,�.�� r. 40 40 �� ♦♦ 4564 3 v,, e _ ,,,,�,441 ` .7,5 1 ♦ 20 3 4029/4"1".t.2.4. Aor "..% 21 56 0 0 29 54 55 28 27 57 58 59 26 60 25 61 24 62 63 23 6465 'i3x6 12x12 -3x6 �i 12x12 -= 10x10 - 22 3x8 � - 7x14 MT18H 9x12 MT18H 9x12 MT18H G 3x6 10x10 -- 3x6 8x12 9x16 MT18H 3x8 I! 6x8 i1 27-6-0 30-0-0 i 3-1-99 l.. 5�0 -_I _ 100-0 I 15-0-0_ 1 200-0 1 25-0-0 8-6 2-1-9 2-10-7 5.0-0 50-0 +2%-9-1144 0 5'0'0 5-0-0 0-8-2 16-0 i-0-0--_ _-. Plate Offsets(X,Y)-- [2:0 1-6,0-2-2] [3:0-2-0,0-3-4],[6:0-1-12,0-1-8],[9:0-2-12,0-1-8],[17:0-2-8,0-1-8],[19:0-2-12,0-1-8],[21:0-0-1,0-2-2],[22:1-2-5,0-0-12],[23:0-3-9,0-7-12], 126:0-3-4,0-4-61428:0-34,0-64],[29:0-6 ,0-1-81,130:0-5-0,0-2-41,[31:0,34,0-241,131:0-0-M0,107%( ) [50:0 2-0 0-0-121,[52.0-2-0 0-0- ] 124:0-6-0,6,7-81 . -0 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 0.65 Vert(LL) -0.21 24-26 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.71 Vert(TL) -0.49 24-26 >726 180 MT18H 220/195 BOLL 0.0 * Rep Stress Incr YES WB 0.88 Horz(TL) 0.17 21 n/a n/a BCDL 20.0 Code IBC2012/TP12007 (Matrix) Weight:1078 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-0-3 oc purlins. BOT CHORD 2x8 DF SS*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 21-26:2x10 DF SS JOINTS 1 Brace at Jt(s):30,31,24,23,32,33,35,38,42,43,50,51 WEBS 2x4 DF Std G*Except* 13-26,17-24,24-30:2x4 DF No.1&Btr G,4-30,18-33,33-34:2x6 DF No.2 OTHERS 2x4 DF Std G WEDGE Left:2x8 SP No.2 REACTIONS. (lb/size) 21=14280/0-5-8,2=14226/0-5-8 Max Horz 2=222(LC 55) Max Uplift21=-2956(LC 33),2=-2974(LC 30) Max Grav21=14726(LC 20),2=14767(LC 21) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-22241/4322,3-4=-20918/4181,4-5=-17704/3714,5-6=-17263/3403, 6-7=-17232/3204,7-8=-17016/2896,8-9=-16682/2689,9-10=-12427/2058, 10-11=-12147/1840,11-12=-12411/1641,12-13=-12007/1415,13-14=-12445/1735, 14-15=-12743/1970,15-16=-12651/2173,16-17=-12777/2348,17-18=-19287/3463, 18-19=-19882/3902,19-20=-24417/4782,20-21=-21530/4394 BOT CHORD 2-29=3318/16311,29-54=-2936/16097,54-55=-2743/15707,55-56=-2443/15707, �� �p� PR Open 28-56=-2057/15707,27-28=-2559/15914,27-57=-2345/15914,57-58=-2045/15914, 1 061 58-59=-2045/15914,26-59=-1828/15914,26-60=-1644/13457,25-60=-1905/13964, �NGNEF9 /025-61=-1923/14147,24-61=-2305/14147,24-62=-3094/19715,62-63=-3394/19882, 244. 23-63=-3460/19931,23-64=-2832/16302,22-64=-3050/16232,22-65=-3010/16018, c ' 8920 -57 0P E r 21-65=-3244/15955 WEBS 26-30=-503/4464,13-30=-1540/13000,3-29=444/4267,3-28=-699/2396,4-47=-3849/484, 32-47=-3849/484,32-45=-3849/484,43-45=-3849/484,31-43=3849/484, 31-40=-1276/364,38-40=-1276/364,36-38=-1276/364,30-36=-1273/363, -' 28-31=-637/5946,26-31=-1407/241,24-33=-909/8539,17-33=-905/8342, Cl �- 19-24=-4173/509,19-23=-448/4625,9-39=4254/602,37-39=4468/629,35-37=-4476/633, 17 OREGON 30-35=-4152/591,9-31=-584/4691,31-41=251/241,6-32=-261/94,20.22=-1663/509, G ��` �� 20-23=-1053/4717,30-48=-212/1530,34-48=-229/1755,24-34=-253/2110, ../.... O A. y 14 6- P� 30-49=-7897/995,49-51=-7450/922,51-53=-7333/904,17-53=-7067/880,18-33=-469/88, &1:is R 1 0, 34-50=-570/99,50-52=454/69,33-52=-625/85,12-35=-81/652,11-37=-570/113, 37-38=-559/107,10-39=-49/440,39-40=-89/752,5-47=-55/274,14-49=-68/461, 48-49=-126/1072,15-51=-375/80,52-53=-32/308 EXPIRES: 12/31/2017 Continued on page 2 July 7,2017 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. t Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not M 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 is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the WRAC fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPI1 Quality Criteria,DSB-89 and BCSI BuildingComponent I Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. P 250 Corona, Circle `- CA 92880 Job ,Truss !Truss Type Qty rPly f Mission Homes-MM8 1 K091 B1702293 601 GABLE '1 7 640 Job Sep Reference fe sn S MiTekiondustries,IInc. Fri Jul 07 10:20:30 20174 Page 2 I D:LmjNbD5W82urkH72J_x181yy7iF-7d84yCSgH67CmoA715YwtEmhM UpWe144L_EXFYz Pro-Build Beaverton Truss, Beaverton,OR 97005 Tcl NOTES - 1) 1)3-ply truss to be connected together with 10d(0.120"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-4-0 oc. Bottom chords connected as follows:2x8-3 rows staggered at 0-5-0 oc,2x10-3 rows staggered at 0-5-0 oc. 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=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS(envelope)gable end zone;cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 4)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 5)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 6)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 7)All plates are MT20 plates unless otherwise indicated. 8)All plates are 2x4 MT20 unless otherwise indicated. 9)Gable studs spaced at 1-4-0 oc. 10)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11)*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. 12)A plate rating reduction of 20%has been applied for the green lumber members. 13)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)21=2956,2=2974. 14)This truss has been designed for a total drag load of 150 plf.Lumber DOL=(1.33)Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 30-0-0 for 150.0 plf. 15)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 16)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)15 lb down and 18 lb up at 2-0-12,1795 lb down and 213 lb up at 2-0-12, 13 lb down and 10 lb up at 4-0-12,1795 lb down and 213 lb up at 4-0-12,13 lb down and 10 lb up at 6-0-12,1795 lb down and 213 lb up at 6-0-12,13 lb down and 10 lb up at 8-0-12,1795 lb down and 213 lb up at 8-0-12,13 lb down and 10 lb up at 10-0-12,1795 lb down and 213 lb up at 10-0-12,13 lb down and 10 lb up at 12-0-12,1795 lb down and 213 lb up at 12-0-12,13 lb down and 10 lb up at 14-0-12,1803 lb down and 209 lb up at 14-0-12,172 lb down and 95 lb up at 14-10-12,1803 lb down and 209 lb up at 16-0-12,1798 lb down and 214 lb up at 18-0-12,1798 lb down and 214 lb up at 20-0-12,1798 lb down and 214 lb up at 22-0-12,1798 lb down and 214 lb up at 24-0-12,and 1825 lb down and 205 lb up at 26-0-12,and 1795 lb down and 213 lb up at 28-0-12 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-13=-64,13-21=-64,2-21=40 Concentrated Loads(Ib) Vert:26=-172(F)29=-1792(F=3,B=-1795)24=1798(B)54=-1795(F=O,B=-1795)55=1795(F=0,B=-1795)56=-1795(F=0,B=-1795)57=-1795(F=0,B=-1795) 58=-1795(F=0,B=-1795)59=-1802(F=0,B=-1803)60=-1803(6)61=-1798(B)62=-1798(B)63=-1798(B)64=-1825(B)65=-1795(B) 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 budding design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI?PII 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 'Mission Homes-MM8 K3409105 B1702293 CO1 GABLE 1 1 ---�- _-- _- --- -- -- - --- - -� - ID:LmjNbD5W.640 s 7 p 2x81y 5F--bpiS9YTI2PG30x1Jro49PR 08uJNNPKEZe Page 1 Pro-Build Beaverton Truss, Beaverton,OR 97005 1 - k F-1-0-4.1_.. 7-6-4 -_... _._ __ 7-6-4 -. --_ _15-0-8_{ - t-0-0 7-6-4 I -__- I 1-0-0 4x4 Scale=1:35.5 7 Sheet Front PuPli Sheathing ♦ 6SHEATHING SHOWN IS NOT 1 y ye"0;4; ♦♦♦♦ PART OF COMPONENT DESIGN 8.00 1z �I♦♦ s 5 /I ♦♦4 / /1**10 iiii 4x6 i I /I ♦ 4x63 �I I � ♦♦♦ 11 ♦4 I/I I/ ♦ 12 � / 13 l�� AO-��� //�� fir. •� 1� 3x6 22 21 20 19 18 17 16 15 14 3x6 II 15-0-8 15-0-8 -.. -__I Plate Offsets(,Y�-- 12:0-1-9,0-0-31,13:0-1-14,0-2-kg,j110 1-14,0-—0],112;0-1-9,0-1-3]_ LTCLLOADING(P 255 0 SPACING- 2-0-0 CSI. I DEFL. in (loc) I/deft Lid PLATES GRIP (Roof Snow 25.0) Plate Grip DOL 1.15 TC 0.08 Vert(LL) 0.00 12 n/r 90 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.03 Vert(TL) 0.00 12 n/r 120 BCLL 0.0* Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 12 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix) , I Weight:97 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 DF Std G SLIDER Left 2x4 DF Std-G 2-6-3,Right 2x4 DF Std-G 2-6-3 REACTIONS. All bearings 15-0-8. (Ib)- Max Horz 2=120(LC 9) Max Uplift All uplift 100 lb or less at joint(s)2,19,20,21,22,17,16,15,14 Max Gray All reactions 250 lb or less at joint(s)2,12,18,19,20,21,22,17,16,15,14 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Comer(3)-1-0-0 to 2-2-4,Exterior(2)2-2-4 to 4-6-4,Comer(3)4-6-4 to 7-6-4,Exterior(2)10-6-4 to 12-10-4 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/-PI 1. 3)TOLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs ����D P R OF�srs non-concurrent with other live loads. 5)All plates are 2x4 MT20 unless otherwise indicated. 6)Gable requires continuous bottom chord bearing. �Co �NGI NEER /O 7)Gable studs spaced at 1-4-0 oc. ,? 2 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4C- 4-4., � 89200PE 9V'. 9)'This truss has been designed fora live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and% any enr members.for �j 10)A plate rating reduction of 20%has been applied for the green lumber members. 11)Pro 1det4echanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,19,20,21,22,17, a+ 12)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. •72_ 4."OREGON I), ��Q /O .9y 14,2V\ ,4 MER R I IA- EXPIRES: 12/31/2017 July 7,2017 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 onlyupon 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 properly incorporate this design into the overall budding design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing 'Y,P iTeI is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the R fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPI1 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 YP Qty PlyMission Homes-MM8 I K3409106 B17022b3 CO2 Roof Special 1 1 I _ - ' L_ Job Reference joptionai) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Jul 07 10:20:31 2017 Page 1 }' ID:LmjNbD5W82urkH72J_x181yy7iF-bpiS9YT12PG30xlJro49PRIyjuFINLbEZe_5n?z Tck 1-0-0-i-. 2=0-0 0--00_. 0--66-0----. -_ 5-0 4_ _.. y._ -.. _. 12-6-8 ----.-.. —__10 6-0 15-06 2-0 0 160.0 '' 4x4— Scale=1:35.7 4 8.00 112 MI 13 14 3x4 i I 3x4 3 5 * V 2 V 7 e Y 9 o d iii7k -' di 1,, 12 1 4x810 8 6x8 6x8 4x12 II 4x12 \ i -._ 2-0-0 2 _5:010-0 —_ 744 I _. 126-8 1p-z1- 15-0-8... ..I 200 0-0 _5:015-0-4 -66.0 2-0-0 Plate Offsets(X,Y)— 12:0-2-2,0-3-0j,13:0-1-12,0-1-8,115:0-1-12,0-1-81.16:0-2-2,0-3 01,18.0-8-15 0 0-6J,j12:0-8-t5_,0_-_0,1 I LOADING(psf)5.0 ps25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud ' PLATES GRIP TCLL(Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.29 Vert(LL) -0.03 8-10 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.26 Vert(TL) -0.08 8-10 >999 180 BCLL 0.0 * Rep Stress Ina YES WB 0.28 Horz(TL) 0.04 6 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix) Weight:86 lb FT=10% LUMBER- _ - — --- —_ BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-9-4 oc purlins. BOT CHORD 2x8 DF SS''Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 2-6:2x4 DF No.1&BtrG MiTek recommends that Stabilizers and required cross bracing i WEBS 2x4 DF Std G ' be installed during truss erection,in accordance with Stabilizer Installation] aide.. —. REACTIONS. (lb/size) 2=691/0-5-8,6=691/0-5-8 Max Horz 2=-120(LC 8) Max Uplift2=-77(LC 10),6=-77(LC 11) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1194/104,3-13=-682/76,4-13=-563/87,4-14=-563/87,5-14=-682/76, 5-6=-1194/69 BOT CHORD 2-12=-162/964,11-12=-172/916,10-11=-168/945,9-10=-62/924,8-9=-69/895, 6-8=-53/941 WEBS 4-10=0/354,5-10=480/170,3-10=499/188,5-8=0/343,3-12=0/343 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-0-0 to 1-10-4,Interior(1)1-10-4 to 4-6-4,Exterior(2)4-6-4 to 7-6-4,Interior(1)10-6-4 to 13-0-8 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 ��0D PR OFen 3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs �\Co tJG j NEER s�0 non-concurrent with other live loads. 2 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9 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 89200P E r- fit between the bottom chord and any other members. ti•- 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,6. j/ .• i 8)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 'PI 4601.1Q -74... , OREGON �� /O qy 14,2p\ P4 MRRII-\- 6 EXPIRES: 12/31/2017 July 7,2017 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 Mu a truss system.Before use,the building designer must verity the apptcability 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 end permanent bracing MMTek" is always required for stability end to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and braang of trusses and truss systems,see ANSIITPI1 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 j YF Job Truss Truss Te iQty Ply Mission Homes-MM8 ' K3409107 B1702293 CO3 1 Roof Special 1 1 iIJob Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Fd Jul 07 10:20:32 2017 Page 1 I D:LmjNbD5W82urkH72J_x181yy7iF30GgNuUxpjOw?5KVPWbOyfr781 bs6n6NoljeJRz_Tcj 1 2-0-0 2§mo0 7_4 — 12,6,8 _— 1,39- 15-03 —_4 15.-0-6 i 2-0-0 0-6-0 5-0-4 5-0-4 0-6-0 2-0-0 1-0-0 4x4--- Scale=1:35.3 3 4IIIIIIIIIII 8.00 I 12 13 INX4 2sNl 2 l a11 e 05 9'1 _ " 9 J. NI obi 10 4x8 _. 8 7 e- ... i 6x8 6x8 4x12 '.''. 4x12 II I 2-0,0 2-0_,0 _ ---.... 7-6__. _- 12-6-8. —.._. 1308 15-0P 2_,0-0 -E-0_ 043 5-0-4 49-0 26-0_ Plate Offsets Q(Y) )1:Edge,0-4-OJ,j2:0-1-12,0-1-8114:0-1-12,0-1-8],[5:Edge 0-4M,17:0-94,0-2-0],El 1:0-9-4,0-2-01 LOADING(psf) TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.31 Vert(LL) -0.03 9-11 >999 240 1 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.27 Vert(TL) -0.08 9-11 >999 180 I BCLL 0.0 Rep Stress Incr YES WB 0.33 Horz(TL) 0.04 5 n/a n/a 13001_ 10.0 Code IBC2012/TPI2007 (Matrix) I Weight:85 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-6-9 oc purlins. BOT CHORD 2x8 DF SS'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 1-5:2x4 DF No.1&Btr G 1 MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 DF Std G I be installed during truss erection,in accordance with Stabilizer 1 lnstallationguide. REACTIONS. (lb/size) 1=616/Mechanical,5=701/0-5-8 Max Horz 1=-117(LC 6) Max Uplift1=53(LC 10),5=77(LC 11) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=1304/132,2-12=-701/75,12-13=-606/84,3-13=-583/96,3-14=-583/96, 4-14=-701/85,4-5=-1212/77 BOT CHORD 1-11=-184/1064,10-11=-189/1010,9-10=-186/1042,8-9=-63/936,7-8=-70/908, 5-7=-54/954 WEBS 3-9=0/365,4-9=477/170,2-9=-583/203,4-7=0/344,2-11=0/345 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)0-0-12 to 3-0-12,Interior(1)3-0-12 to 4-6-4,Exterior(2)4-6-4 to 7-6-4,Interior(1)10-6-4 to 13-0-8 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 P R 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 �,��D OFFS 3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs �� G N S� non-concurrent with other live loads. ��\ !GN Fig 02 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9 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 89200 P E t� fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. /�� 7)Refer to girder(s)for truss to truss connections. = 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,5. CZ- �� 9)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. OREGON 4(// L<O�'41Y142°N P4 ' RRIL- EXPIRES: 12/31/2017 July 7,2017 1 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITES REFERENCE PAGE MI1-7473 rev.10/032015 BEFORE USE. Design valid for use only with Mi7ek®connectors.This design is based only upon parameters shown,and is for an individual building component,not Mu 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 I fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPI1 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. I Corona,CA 92880 Job I Truss Truss Ta IQt M yp y TPIy Mission Homes- M8 81702253_----- D01 GABLE - - 1 JJob Reference(motional) -..._--- ------ K3409108 Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Jul 07 10:20:33 2017 Page 1 ID:LmjNbD5W82urkH72J_x181yy7iF-XCciDaEUZa1 WndFvizD6dUsOlbiyOrlwXl yTCrtz_Tci I -1-0-0 _... _5-4-0 I.- _._.._ --... ___.10-8-4 _... 1 11-5-8 1-0-0 5-4-0 5-4-0 0-9-8 SHEATHING SHOWN IS NOT 4x4 Scale=1:25.1 PART OF COMPONENT DESIGN 3 Sheet Front Full Sheathing A 1 Ply. //AO*I',,,, 8.00 I12 lei % '��,•. a/ ► % 19 20 �,� er,re #4,,. i ep 2 d 1144641,14#144All 4 5 IR 1 kil PIAN 3x4 i 3x4 `� 534__-_....__.... _------1. 10-8-0 5-4-0 __._----- 5-4-0 Plate Offfsets(),(,Y)-- ,[2:0-24,04-8],14:0-2-0,0-1-81 - 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 0.27 Vert(LL) -0.02 4-6 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.21 Vert(TL) -0.05 4-6 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.10 Horz(TL) 0.01 4 n/a n/a Code IBC2012/TP12007 (Matrix) Weight:54 lb FT=10% BCDL 10.0 9 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Std G MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 DF Std G I be installed during truss erection,in accordance with Stabilizer Installationuide. REACTIONS. (lb/size) 2=510/0-3-8,4=494/0-3-8 Max Horz 2=88(LC 9) Max Uplift2=62(LC 10),4=-57(LC 11) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-19=-515/56,19-20=-435/57,3-20=-406/69,3-4=-514/68 BOT CHORD 2-6=0/333,4-6=0/333 WEBS 3-6=0/251 NOTES- 1)Wind:ASCE 7-10;VuIt=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 2-4-0,Exterior(2)2-4-0 to 5-4-0 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 ��� p P R O�Fss 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non concurrent with other live loads. 5)All plates are 2x4 MT20 unless otherwise indicated. ,,5 NGI NEFj9 /Q 6)Gable studs spaced at 1-4-0 oc. �'V 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 89200PE r 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. 9)A plate rating reduction of 20%has been applied for the green lumber members. // 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,4. •i'RN 4r • ct 11)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 7/.... 4 OREGON [(,/ / O l9k 14 2.13 P4 'yFRRI0- EXPIRES: 12/31/2017 July 7,2017 A 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 Mill. a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing IM1Tek' is always,required f,d veand tio andprevent bracing of with ps and o personal m suiy end property damage.For general guidance ANSI/TPl1 Quality Criteria,DSB-89 regardingdBCSI Building Component 1 Corona,0Kb8C it le880 fabrication,storage,delivery,erection and brads of trusses and truss systems,see - -- e 9 Safe Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Safety Y I Job !Truss Truss Type Qt IPIY Mission Homes-MM8 K3409109 B1702293 D02 Common 3 i 1 - - - I I Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Fn Jul 07 10:20:33 2017 Page 1 I D:LmjNbDS W82urkH72J_x181yy7iF-XCgDaEUZa1 WndFvlzD6dUsOlcizGri WX1 yTCrtz_Tci 1-0-4 _.*._ ----. _-. 5-44._.. _... _..-_ -... 9-11 _..... I 1-0-0 5-4-0 4-7-8 4x4 '-- Scale=1:27.2 3 I 8.00 112 M 8 07 7 3x4 Q 4 2 M I 40 g d 11 .64x4 - 3x4 "1.> 5 2x4 II -- _ -___.._. 5-4-0 __.- ___.. -.i- --_-9-11-8._-_. - { 6-4-4_ _.. 4-7-8 Plate Offsets(X Y)- j2:0-2-A0-1-8114:0-1-12,0-1-81 LOADING(psf)5 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 2 (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.27 Vert(LL) -0.02 2-6 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.19 Vert(TL) -0.06 2-6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.13 Horz(TL) 0.00 5 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix) Weight:43 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G end verticals. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing I be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=484/0-3-8,5=402/Mechanical Max Horz 2=83(LC 7) Max Uplift2=-60(LC 10),5=-31(LC 11) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-7=-457/47,7-8=-377/49,3-8=-348/60,3-4=-407/59,4-5=-374/83 BOT CHORD 2-6=-2/286 WEBS 4-6=-2/289 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 2-4-0,Exterior(2)2-4-0 to 5-4-0 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs ���D P R OFFS non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcun-ent with anyother live loads. Ca G E 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 ,\ N j N F9 SO2 fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 89200PE 91-- 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,5. --Air .;.'."..- �� 9)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. • O 0� t Q 12.. , OREGON a �� /O -9Y 14 V\ p.4 MFR R 11-\- EXPIRES: 12/31/2017 July 7,2017 11 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 �° I building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing It IiTek° is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the IYI R fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII 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 _._ _._ Type me e IQs Ply Mission Homes-MM8 ' ;81702293 ,E01 'CALIFORNIA GIRDER i1 IJob Reference 7.640 Sep LE ).-- __---- --- - - K3409110; MiTek ID:Lm'NbD5W82urkH72J_ 297F500boaVBLKteeFPUuXxdries,Inc. sl4wNh6EZajUgGJul 07 10:20:34 oCIO17 Jz9Tce 1 d Beaverton Truss, Beaverton,OR 97005 A-99 i 1 yy h Pro-Build 1-0-0 5-3-1 5-10-151 -0-0 1 141-1 _ ;0-8-15{ 16-0-0 17-04 j -1 0-7-14 2-1-1 2-1-1 0-7-14 5-3-1 1-0-0 Scale=1:30.6 3.00 121 4x12 4x12 304 1 3 V\ _-4 11 1 I� �i m 1. v 1I 6 w 2 — 93x4 -- 8 s. Ci o 4x8 - 12 13 14 15 16 17 18 - 3x4 -. 4x8 =__ , 31 I 8.0-0._ 1 10-8-15. -. i6-00 2$15 214 5-3-1 Plate Offsets(X yl- 12:0-340-0,3116:0-3-4_,0,0-4 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 0.70 Vert(LL) -0.26 8-9 >716 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.51 Vert(TL) -0.55 8-9 >340 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.21 Horz(TL) 0.08 6 n/a n/a ( Code IBC2012/TP12007 Matrix BCDL ) Weight:71 lb FT=10% CDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-5-6 oc purlins,except BOT CHORD 2x6 DF 2250F 1.7E 2-0-0 oc purlins(2-9-8 max.):3-5. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=1290/0-5-8,6=1290/0-5-8 Max Horz 2=22(LC 6) Max Uplift2=-205(LC 6),6=-205(LC 7) Max Gray 2=1505(LC 30),6=1505(LC 30) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-4662/594,3-10=-4429/597,4-10=-4429/597,4-11=4429/597,5-11=-4429/597, 5-6=-4662/594 BOT CHORD 2-12=-566/4488,12-13=-566/4488,9-13=-566/4488,9-14=-789/5039,14-15=-789/5039, 15-16=-789/5039,8-16=-789/5039,8-17=-546/4488,17-18=-546/4488,6-18=-546/4488 WEBS 3-9=0/474,4-9=-780/298,5-8=0/474,4-8=-780/298 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.Il;Exp B;enclosed;MWFRS (envelope)gable end zone;cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 �E�,`t` PR Opp, 3)Unbalanced snow loads have been considered for this design. s 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs . ' Y N EF9 /g non concurrent with other live loads. 2 5)Provide adequate drainage to prevent water ponding. 89200P E �r 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will - / fit between the bottom chord and any other members. 8)A plate rating reduction of 20%has been applied for the green lumber members. rii s� 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)2=205, -74. -‘4)..- 14 OREGON A.6=205. 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. ../46 '1 y '4 Z0• . 4. 11 )Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. M �Q 12)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)444 lb down and 205 lb up at FR R 1♦L\.. 5-11-13,and 229 lb down and 108 lb up at 8-0-0,and 444 lb down and 205 lb up at 10-0-3 on top chord,and 77 lb down at 2-5-12,74 lb down at 4-0-12,74 lb down at 6-0-12,74 lb down at 8-0-0,74 lb down at 9-11-4,and 74 lb down at 11-11-4,and 77 lb down at 13-6-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. EXPIRES: 12/31/2017 J 3)1n theSE(S)section,loads applied to a LOAD C the face of the truss are noted as front(F)or back(B). o tlnue on pageP2July 7,2017 1 NM=I AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE M11-7477 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 1 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 I o ,I TrussQty --- Ply Mission Homes-MM8 61702293 E01 CALIFORNIA GIRDER 1 1 K3409110 Job Reference o tional) j Pro-Build Beaverton Truss, Beaverton,OR 97005 - 7.640 7 s Sep 29 2015 MiTek Industries,Inc. Fri Jul 07 10:20:34 2017 Page 2 I D:LmjNbD5W82urkH72J_x181yy7iF-?OOboaVBLKeeFPUuXudsl4wNh6EZajUgGcCIOJz_Tch LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(pif) Vert:1-3=-64,3-5=-64,5-7=-64,2-6=-20 Concentrated Loads(Ib) Vert:4=-164 10=-345(B)11=-345(B)12=-38(B)13=-37(B)14=-37(B)15=-37(B)16=-37(B)17=-37(B)18=-38(B) A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE M11-7473 rev.10/01/2015 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 Milt 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 bradng is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the is fabrication,storage,delivery,erection and bradng of trusses and truss systems,see ANSIITPI1 Quality Criteria,DSB-89 and BCSI Buildin Com onent Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. 9 p 250 Klug Circle Corona,CA 92880 I Job Truss -.. [Truss IOty Ply Mission Homes-MMB __.. _._.. -._ B1702293 E02 COMMON K3409111• I l I1 1 _ _-,Job Reference(optional)_ 1 Pro-Build Beaverton Truss Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Fn Jul 07 10:2035 2017 Page 1 ID:LmjNbD5W82urkH72J_x181yy7iF-Tbxz?v Wp6emVsZ344e85aHTUZVY6JBgpUGylwmz_Tcg 140 8-0-0 1-0-0 _-_ 8-0-0 1 - -_. __ -. _16.0-4 • 17-0-0 { 8-0-0 1-0-0 Scale=1:29.6 4x4 3.00 112 3 9 10 8 11 7 12 2 'o 1 i 4 5 'n 411* 0 6 3x8 2x4 11 3x8 5-0-0.- 8-0-0 __. _._16-�010.43 __... Plate Offsets(X_y_)-.2:0 1-6 Ed9e],14:0-1-6Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TOLL 55.0 Plate GripDOL 1.15 TC 0.94 Vert(a) -0.15 2-6 >999 240 MT20 220/195 (Roof Snow=25.0) TCDL 7.0 Lumber DOL 1.15 BC 0.61 Vert(TL) -0.36 2-6 >521 180 BCLL 0.0 Rep Stress Incr YES WB 0.15 Horz(TL) 0.04 4 n/a n/a Code IBC2012/TP12007 Weight:50 lb FT=10% BCDL 10.0 (Matrix) LUMBER- BRACING_ TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 OF Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer REACTIONS. (lb/size) 2=785/0-5-8,4=785/0-5-8 Installation guide. Max Horz 2=-32(LC 17) Max Uplift2=-138(LC 8),4=-138(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-7=-1665/185,7-8=-1615/190,8-9=-1594/193,3-9=-1588/198,3-10=-1588/198, 10-11=-1594/193,11-12=-1615/190,4-12=-1665/185 BOT CHORD 2-6=-135/1543,4-6=-135/1543 WEBS 3-6=0/369 NOTES- 1)Wind:ASCE 7-10;Vult=l2omph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 5-0-0,Exterior(2)5-0-0 to 8-0-0,Interior(1)11-0-0 to 14-0-0 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. ���D P ROF� t 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. ��s �' " `•:/j) s/02 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with anyother 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 89200P E 91' fit between the bottom chord and any other members. 7)A plate rating reduction of 20%has been applied for the green lumber members. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)2=138, • /d' — 4=138. 9)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. !r 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)136 lb down and 160 lb up at �L. 2!OREGON 1A11/ . 8-0-0 on top chord. The design/selection of such connection device(s)is the responsibility of others. /Q Y 14 2.0 T-- 11)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). Q LOAD CASE(S) Standard MFR R �-`' EXPIRES: 12/31/2017 Continued on page 2 July 7,2017 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE TIMI-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 pin a truss system.Before use,the building designer must verify the applicadlity 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 bradng ry� is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the MI I�Ke fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/IBM Quality Criteria,DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute,218 N.Lee Street Suite9 P 250ona Circle 312,Alexandria,VA 22314. 9 ' � _. Corona,CA 92880 '� Job Truss li Truss Type !Qty Ply l Mission Homes-MM8 K3409111 81702293 E02 COMMON 1 1 _.-_.LobReference_optional).-- -� ..__-.------------ - — --- Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Jul 07 10:20:35 2017 Page 2 ID:LmjNbD5 W82urkH72J_x181yy7iF-Tbxz?vWp6emVsZ344e85aHTUZVY6JBgpUGylwmz_Tcg 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=-64,2-4=-20 Concentrated Loads(Ib) Vert:3=-108(B) i A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MB-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 11101. 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 ANSIITPII 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 Mission Homes-MM8 1 K3409112 61702293 HRB01 RAFTER 1 1 b Reference I_ Pro-Build Beaverton Truss, 7.640 s Sep 29 2015 MiTek(optional) Inc. Fri Jul 07 10:20:36 2017 Page 1 97005 I D:LmjNbD5W82urkH72J_x181yy7iF-xnVLDFXRtyuLUjeHeMfK6V?rVv1 x2gEzjwhsSCz_Tcf Beaverton, -1-8-0 3-1-6 I 1-8-0 3-1-6 3x4% Scale=1:14.5 VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL 3 LOADS IMPOSED BY SUPPORTS(BEARINGS). 6 t 3x4 o 5.66[12 'I G 5 03x6 i v. 2 ec 1 #r, W c1 j l 1 0 4 , ® i _. _.. 34-12 :116 3-0-12 6-d-10 Plate Offsets(X Y)- j2:0-2-12,0-1-81 TCLL LOADING(psf)5 0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defi L/d PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.16 Vert(LL) 0.00 2 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.00 Vert(TL) 0.00 2 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 (Matrix) Weight:13 Ib FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-1-6 oc purlins, except WEBS 2x6 DF No.2 end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 1 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=254/0-5-8,3=53/Mechanical Max Horz 4=65(LC 12) Max Uplift4=-67(LC 12),3=-60(LC 13) Max Gray 4=259(LC 18),3=70(LC 39) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-4=-259/153 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ��,�0 PR OFFss fit between the bottom chord and any other members. 5 GINE 9 /O 6)A plate rating reduction of 20%has been applied for the green lumber members. �� N F 7)Refer to girder(s)for truss to truss connections. 8)Bearing at joint(s)4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity 89200 P E 9t- of bedring . 411P,,, .... 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,3. 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 11)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)65 lb down and 52 lb up at 2-9-8, wo cC, and 63 lb down and 53 lb up at 2-9-8 on top chord. The design/selection of such connection device(s)is the responsibility of others. y OREGON �4(/ 12)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). L -7.4•/9' Dr 1 LOAD CASE(S) Standard /6 '9 y 41�0N QST 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 MER R 11_t- Uniform Loads(plf) Vert:1-2=-64,2-3=-64 EXPIRES: 12/31/2017 July 7,2017 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7477 rev.10/032015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not Nit I 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 FA'T®1.R• ' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPI1 Quality Criteria,DSB-89 and BCSI Building Component 1250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 1 Job Truss II,Truss T YPe Qty Ply Mission Homes-MMB K3409113 r 81702293 HRE01 CORNER RAFTER SepI Job Reference lL I_-- — ID:ndfHmOvOG04661 s 29 20 5gMPTiek Indusryes,Inc. Fri Jul 077110:20:36 j 017SPage 1 Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 vtt7QzbzM d_5 -xnVLDFXR uLUeHeMfK6V? -_. -2-M -.- ---_ 3-3_-6- _1139---_ 2-0-0 3-3-8 --- _.. __ _. _..5--6-_13 __. 3-5 2-7-7 Scale=1:26.2 Special 2.12 12 5 Special e Special Special 4 1.°7 Special Special of 3x4= 3x4 = 6 3x6 11 3 Q w 2 . tr r 0 1 illi I -- -3-_3-8 I. __ __. Al2-4 Plate Offsets(X Y) j2:0-2-7,Edge] 3-36 --. 7-18-12_ _. { LOADING(psf) TCLL 25.0 SPACING- 1-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.84 Vert(LL) -0.37 2-4 >280 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.00 Vert(TL) -0.51 2-4 >201 180 BCLL 0.0 • Rep Stress lncr NO WB 0.00 Horz(TL) -0.00 5 n/a n/a Code IBC2012/TP12007Matrix BCDL 10.0 Weight 23 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-3-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=85/Mechanical,2=223/0-7-6,4=316/0-2-2 Max Horz 2=55(LC 6) Max Uplift5=-33(LC 6),2=-128(LC 6),4=-136(LC 15) Max Gray 5=90(LC 16),2=224(LC 16),4=349(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=l4omph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone;cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)•This truss has been designed for a 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. 5)A plate rating reduction of 20%has been applied for the green lumber members. 6)Refer to girder(s)for truss to truss connections. 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)4. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5 except(jt=lb)2=128 ��,�p P R OFFS 4=136. 10)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)4. Cj �N1;(NE �9 s�0 11)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. IL �? /fj 12)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)14 lb down and 14 lb up at 3-4-9, $9200 P E �r 14 lb down and 14 lb up at 3-4-9,74 lb down and 40 lb up at 5-7-7,74 lb down and 40 lb up at 5-7-7,and 161 lb down and 75 lb up at 8-5-6,and 57 lb down and 24 lb up at 11-1-8 on top chord. The design/selection of such connection device(s)is the responsibility of others. 13)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). � lR Q LOAD CASE(S) Standard 74. 4.1 OREGON 43 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 ,Q '9Y 14 20�P� Uniform Loads(plf) Vert:1-5=-32 /1/ -R R IL� Concentrated Loads(lb) Vert:5=-43(B)4=-112(B)6=-50(F=-25,B=-25) EXPIRES: 12/31/2017 July 7,2017 AWARN/NG-Verily 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 Et 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 I 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 :Mission Homes-MMB - -- s 'B1702243 HRFO1 :RAFTER 1 ---_--- 1 K3409114 - -- --- -__li.. ----- _-____ f __..._. __.-. _. -__I _.-JobReference(optional) --- - Pro-Build Beaverton Truss,Beaverton,OR 97005 7.640 s Nov 10 2015 MiTek Industries,Inc.Fri Jul 07 10:53:56 2017 Page 1 ID:LmjNbD5W82urkH72J_x181yy7iF-RrVBSpAl3YkF3nxXCoAAgAxru1148NTERADBOdz SF9 I -1-8-0 1-5-8 2-8-7 - I - — _.. --- 18-0 __ 15-8 _._.... 1-2-15 --'' 3x4% Scale=1:14.5 4 ) ( 5.66'�,12 1I ji 'o 3 c 4x12 - 2 m v7 cq d' / 10, 1 Ii: 5 _ 2-1 2-8-7 _.- __. --__. 2-1 2-5-11 i Plate Offsets(X Y)- j2:0-5-8,E0ge] 150-2-0,0 1-0J LOTCLL ADING (psf) 25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) !kW Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.19 Vert(LL) -0.00 3 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.00 Vert(TL) 0.00 3 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.01 Horz(TL) 0.00 5 n/a n/a Code IBC2012/TP12007 (Matrix BCDL 10.0 ) Weight:14 lb FT=10% LUMBER- BRACING_ TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-8-7 oc purlins, except WEBS 2x4 OF No.1&Btr G*Except* end verticals. 2-5:2x6 DF No.2 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 i Installation guide. REACTIONS. (Ib/size) 4=36/Mechanical,5=251/0-5-8 Max Horz 4=58(LC 10) Max Uplift 4=-35(LC 8),5=-123(LC 10) Max Gray 4=51(LC 17),5=252(LC 16) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope)gable end zone;cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)*This truss has been designed for a 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. 5)A plate rating reduction of 20%has been applied for the green lumber members. �EO P R OFF 6)Refer to girder(s)for truss to truss connections. 7)Bearing at joint(s)5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify <CSs capacity of bearing surface. �G- ‘AG NEF /O 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 35 lb uplift at joint 4 and 123 lb uplift at �� R 2 joint 5. 89200PE -9r 9)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)55 lb down and 71 lb up at 1-4-9,and 27 lb down and 39 lb up at 1-4-9 on top chord. The design/selection of such connection device(s)is the responsibility of l / others. r.✓`� 11)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). f7G A OREGON X43 LOAD CASE(S) Standard "! +‘ 1 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 /O '9 y 14 2° Q r Uniform Loads(plf) Vert:1-2=-64,2-4=-64 MSR R I�-`' Concentrated Loads(Ib) Vert:3=-7(B) EXPIRES: 12/31/2017 July 7,2017 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M147473 rev.10/03/2015 BEFORE USE. sionme . 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 ' Milk** is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and braang of trusses and truss systems,see ANSIITPI1 Quality Criteria,DSB-89 and BCSI Building Component i 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 'Mission Homes-MM8 K3409115 r B1702293 IHRHO1 CORNER RAFTER '1 1 -__-- -- - - ---_ - __... _._._ ----. _. -___--1 __ : Job Reference footiona') -- Pro-Build Beaverton Truss,Beaverton,OR 97005 7.640 s Nov 10 2015 MiTek Industries,Inc.Fri Jul 07 10:52:544 20 2017 Page 1 ID:LmjNbD5W82urkH72J_x181yy7iF-FW IlRcQ Pfvx2dFBdZ?3eJ5NFXJ8acLw6AWCvrDz_SG7 F_ _ _..- 1-5-8 -.-- _. 4-1-7 _ 1 1-8 0 1 - + 1 58 __ - 2-7-15 _ -. j 3x4— Scale=1:17.7 4 I i o 3x4' v 4? a 5.66 12 6 11 m 4x12 3 NII m N N 2 O r I. Oi 1 • � O of 3x4 // 1.1` ,110., 2-1 4-1-7 0.2.1 -_. .... -_.__.. 3-10-11 Plate Offsets(X,Y1 12:0 5-8 Ed e, 5:0-2-0 0-1-0 9l 1 1 __i LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.19 Vert(LL) -0.00 3-4 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.00 Vert(TL) -0.01 3-4 >999 180 TCDL 7.0 Rep Stress Incr NO WB 0.02 Horz(TL) -0.00 5 n/a n/a BCLL 0.0 * Code IBC2012/TPI2007Matrixo BCDL 10.0 ( ) Weight:191b FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or4-1-7 oc purlins. WEBS 2x4 DF No.1&Btr G`Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 2-5:2x6 DF No.2 ' cross MiTek recommends that Stabilizers and required cbracing be installed during truss erection,in accordance with Stabilizer Installationlc nide. REACTIONS. (lb/size) 4=162/Mechanical,5=275/0-5-8 Max Horz 4=80(LC 10) Max Uplift 4=-80(LC 11),5=-120(LC 10) Max Gray 4=173(LC 16),5=284(LC 16) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-5=-284/120 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope)gable end zone;cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)*This truss has been designed for a 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. 5)A plate rating reduction of 20%has been applied for the green lumber members. 6)Refer to girder(s)for truss to truss connections. P R 7)Bearing at joint(s)5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify '\k,�ED OFE`.c1 capacity of bearing surface. �Co NGI NEE /O 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 80 lb uplift at joint 4 and 120 lb uplift at �� �' R 2 join 5. 9)"Fix theels only"Member end fixity model was used in the analysis and design of this truss. 89200PE 9r 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)25 lb down and 37 lb up at / 1-4-9,and 20 lb down and 37 lb up at 1-4-9,and 93 lb down and 80 lb up at 4-1-7 on top chord. The design/selection of such 1l4IIP/ /-___. connection device(s)is the responsibility of others. •,... Z.----,_. •••�✓✓✓��� 11)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). ur 74, A-OREGON !(/� LOAD CASE(S) Standard /Q"�,q `ZO 14 \tk 4'` 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) MER R 11-l. 6P Vert:1-4=-64 Concentrated Loads(Ib) Vert:4=67(F) EXPIRES: 12/31/2017 July 7,2017 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 NT 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 bradng ' fYt B AiTek• is always required for stability and to prevent collapse with possible personal injury and properly damage.For general guidance regarding the R fabrication,storage,delivery,erection end bradng 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 I Mission Homes-MM8 r r K 09116 Jul 07 10:20:38 201 B1702293 JB01 JACK-OPEN GIRDER 1 640 s Sep 29 2015ReferenceFri 7Page ID:LmjNbD4 I Job MiTek Industries,Inc. F (optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 5W82urkH72J_x181yy7iF-u9d5dxYhOZ83k0ofmmioBw5CgjhdWakGAEAzXSz Tcd F -�.070 _. _.. 1-10-15 2-54.._--d 1-0-0 1-10-15 0-7-1 Scale=1:13.5 3 8.00 r12 0 N 2 1 WI 0 111* LUS24 5 308 I I 1-10-15__. :__.2Sx,0 1-10-15 -..._ 0-7-1 _--- _Plate Offsets_o Y)_ [5:0-44,0-1-81 LOA (p 25.0 SPACING- 2-0-0 CSI. LOADING s DEFL. in (loc) I/deft Ud PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.12 Vert(LL) 0.00 4-5 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.11 Vert(TL) -0.00 4-5 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix) Weight:9 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-6-0 oc purlins, except BOT CHORD 2x4 DF Std G end verticals. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 5=174/0.5-8,3=36/Mechanical,4=18/Mechanical Max Horz 5=59(LC 8) Max Uplift5=-13(LC 8),3=-31(LC 8) Max Gray 5=205(LC 14),3=40(LC 30),4=45(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone;cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 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 ��,oP R OFess fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. ��Co ANG I N Ek- /Q 7)Refer to girder(s)for truss to truss connections. 2 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5,3. mi '9 9)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 89200 P E 10)Use Simpson Strong-Tie LUS24(4-10d Girder,2-10d Truss,Single Ply Girder)or equivalent at 2-0-12 from the left end to connect truss(es)to front face of bottom chord,skewed 0.0 deg.to the right,sloping 0.0 deg.down. /' 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) 4,OREGON ��Q Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 /O '9 y 14 2.0\ P-i.. Uniform Loads(plf) Vert:1-2=-64,2-3=-64,4-5=-20 ME R R)`-�' Concentrated Loads(lb) Vert:6=-0(F) EXPIRES: 12/31/2017 July 7,2017 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 111111" a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPN Quality Criteria,DSB-89 and SCSI Building Component 1 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 IJo( Truss r r Truss Type Qty Ply I Mission Homes-MMS B1702293 JB02 (JACK-OPEN I K3409117j 6 1 — — ' i IJobReference_Optional)____ Pro-Build Beaverton Truss, Beaverton,OR 97005 - - 1 7.640 sSep 29 2015 MiTek Industries,Inc. Fri Jul 07 10:20:38 2017 Page 1 ID LmjNbD5W82urkH72J_x181yy7iF-u9d5dxYhOZ83k0ofmmioBw5CijhaWakGAEAzXSz_Tcd 1 -1-0-0 1- _. 2-6-0 1-0-0 2-6-0j Scale=1:15.6 3 8.00 112 ry 2 611 1 �I 4 5 3x8 '! _... _... 260 _._ l Plate Offsets(X,Y)— 15:0-4-4,0-1-8j 2r-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 0.12 VertLL 0.00 4-5 >999 240 MT20 220/195 TCDL Snow=25 0o Lumber DOL 1.15 BC 0.12 Vert(TL) -0.00 4-5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 (Matrix) Weight:101b FT=10% LUMBER- BRACING_ TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-6-0 oc purlins, except BOT CHORD 2x4 DF Std G end verticals. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. I MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer REACTIONS. , Installation guide. (lb/size) 5=188/0-5-8,3=57/Mechanical,4=21/Mechanical Max Hors 5=72(LC 10) Max Uplift5=-13(LC 10),3=-42(LC 10) Max Gravy=203(LC 16),3=60(LC 18),4=41(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 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 ����D P R OF`Cs fit between the bottom chord and any other members. `5 ANGINE ER s/O 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. �� 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5,3. �' 89200 PE 9r 9)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. .., IP a+ /I yG A OREGON IN �� .O -9 y 14 2- °' P..tt.. MFR R I L\- EXPIRES: 12/31/2017 July 7,2017 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 me.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 1 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 is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the MiTek' , fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPD 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 i Mission Homes-MM8 1(3409118 ' B1702293 JB03 JACK-CLOSED GIRDER 1 1 Job Reference(optional Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Jul 07 10:20:38 2017 Page 1 I D:LmjNbD5W82urkH72J_x181yy7iF-u9d5dxYhOZ83k0ofmmioBwSCfjdM WaNGAEAzX5z_Tcd ;. -.-._-1-0-0 � 2-6-0 -- 1-0-0 2-6-0 Scale=1:15.6 2x4 II 4 I 3 8.00 I12 Ji • 2 '- 41111liti6 4x6 - 8 5 8)(8.i LUS24 F-- _.--_ -._.26-0 _.—. —.-;, 2-6-0 Plate Offsets(X,Y)-- J7:0-3-0,D1-12L LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.12 Vert(LL) -0.01 6-7 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.32 Vert(TL) -0.02 6-7 >999 180 TCDL 7.0 Rep Stress Incr NO WB 0.02 Horz(TL) -0.00 6 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 (Matrix) Weight:15 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-6-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Std G REACTIONS. (lb/size) 7=662/0-5-8,6=212/Mechanical Max Horz 7=72(LC 8) Max Uplift7=-57(LC 8),6=55(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;VuIt=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone;cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)7,6. �_cD PROFFS 9)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. '` s 10)Use Simpson Strong-Tie LUS24(4-10d Girder,2-10d Truss,Single Ply Girder)or equivalent at 0-6-12 from the left end to connect \, (GNG(NE ,4 /r truss(es)to back face of bottom chord. �� 29 11)Fill all nail holes where hanger is in contact with lumber. -9200 P E 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 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 i - AIIP OREGON• �� Uniform Loads(plf) Vert:1-4=-64,5-7=-20 7L A, Concentrated Loads(lb) /O '9 y 14 2-1a -L Vert:8=-602(B) �P MFR R I0- EXPIRES: 12/31/2017 July 7,2017 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 hule i 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 IM (Telma° is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the �Y� IC fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII 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 Job ;Truss ;Truss Type Qty Ply Mission Homes-MM8 K3409119 r B1702293 JE01 JACK-OPEN GIRDER ;2 1 7.640SS p2920 5S ptional) j Pro-Build Beaverton Truss, Beaverton,OR 97005 MiTek Industries,Inc. Fri Jul 0710:20:392017 Page 1 I D:LmjNbD5W82urkH72J_x181yy7iF-M M BUrFIZK9tGwLAMsJUD1 k7dLH7gcF1_PPuwW3Xz_Tcc A-0-0 ____ _.. 2-2s15 _. .6-4-0 1-0-0 2-3-15 _ _.... ----+. _.._ - ___ _. 3-8-1 Scale=1:13.4 3.00 12 t 3 , 5 1 L 2 0 m ' ] ; Iri x4 ® 6U. 7 _ _.._ L S24 LUS24 4 I _. 2-3-3 2.3-115__ _.. 6-0-0 _...I 2-3-3 0-0-12. 3-8-1 LOADING(psf) 1 1- TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP • (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.13 Vert(LL) -0.07 2-4 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.90 Vert(TL) -0.20 2-4 >348 180 BCLL 0.0 * Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 3 n/a n/a Code IBC2012/TPI2007 (Matrix) Weight:13 lb FT=10% BCDL 10.0 9 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. f REACTIONS. (lb/size) 3=41/Mechanical,2=226/0-5-8,4=58/Mechanical Max Horz 2=29(LC 6) Max Uplift3=-28(LC 16),2=-44(LC 6) Max Gray 3=44(LC 17),2=255(LC 16),4=117(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone;cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 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 fitA p between the bottom chordf and any been members.t ��_co P R eci 7)A plate rating reduction of 20%has been applied for the green lumber members. �F 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)3,2. c.\� IGNG)NEF9 /O2 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. kJ 11)Use Simpson Strong-Tie LUS24(4-10d Girder,2-10d Truss,Single Ply Girder)or equivalent spaced at 1-7-0 oc max.starting at 2-5-12 89200 P E '9r from the left end to 4-0-12 to connect truss(es)to back face of bottom chord. 12)In all nailOholes where hanger is in contact witho lumber. 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) Standardop 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 74. 4OREGON a Air✓ Uniform Loads(plf) /O 4 y 14, 4 2p• Vert:1-3=-64,2-4=-20 A-t Concentrated Loads(Ib) 'I'!`R R I L\- Vert:6=-1(B)7=-1(B) EXPIRES: 12/31/2017 July 7,2017 __ 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 Mack®connectors.This design is based only upon parameters shown,and is for an individual building component,not III I. 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 braang MiTek"liTek• is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the Il fabrication,storage,delivery,erection and bradng 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 ITruss fio Truss Type 1Qty Ply Mission Homes-MM8 rKB1702293 IJE02 (JACK-OPEN 2 I-- 1 ptional) 1 09120 Pro-Build Beaverton Truss, Beaverton,OR 97005 _ - 7.640 s Sep 29 2015 1Job Reference(MiTek Industries,Inc. Fri Jul 07 10:20:39 2 174 Page 1 ID:LmjNbD5W82urkH72J_x181yy7iF-MMBUrHZK9tGwtAMsJUD1k7dL77sHF1_PPuwW3Xz Tcc 1 __ -0- I _- _ _._ __3-10-1`i — 1-0-0 __ 3-10-15 _. __.. _. __._ 1-_ - -. - _.6-0__-0_ __.. ___.. 2-1-1 Scale=1:13.4 3.00 112 3 1 5 2 n 1 1 o' to 3x4 4 1 __. _. 3-123 3.10115 6470 - 1 3-123 0-. .12 -2-1-1 -. 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 0.14 Vert(LL) -0.06 2-4 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.79 Vert(TL) -0.19 2-4 >359 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix) Weight:15 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer REACTIONS. (lb/size) 3=102/Mechanical,2=265/0-5-8,4=57/Mechanical Installationguide, Max Horz 2=42(LC 8) Max Uplift3=-45(LC 12),2=-57(LC 8) Max Gray 3=115(LC 19),2=271(LC 19),4=114(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 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 ����0 P R OFs fit between the bottom chord and any other members. 7)A plate rating reduction of 20%has been applied for the green lumber members. \� ANG I NEF9 S 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)3,2. �� 2 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 89200PE yL ,OREGON a 4�� <O -9)- 14 2 \ P+ � RRILL EXPIRES: 12/31/2017 July 7,2017 AWARMNG-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.1OPo3/2015 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 properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the MIT®K" fabrication,storage,delivery,erection and braang of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Buildin Component Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. 9 P 250 Klug Circle Corona,CA 92880 .Job r--- H Homes ��Truss 1-Truss Type Oty i Ply Mission -MM8 � ' 81702293 JE03 JACK-OPEN I j 1 1 - - i..- i2 f LJobRa� Pro-Build Beaverton Truss, Beaverton,OR 97005 p eference foption --_---- — -K3409121 ge 1 21 .640 s 29 2015 iTek ndustries,Inc. Fri Jul 7 10:20:40 2017 ID:LmjNbD5W82urkH72J x181yy7iF-gYls2dayOwAOnzKx2tBkGHLASIWCW UEYeYf3bzz_Tcb f -_.-144_. + -_-_ _. 5-1415. 1-0-0 5-10-15 -_ 0-1-1 Scale=1:13.4 3 j 1 3.00 112 • 5 rn 7 2 ml ro o ill I —- _._ 5-10-15 -. _ ¢- 3 -19-� __.. --- -- 41-1- 1 LOADING(psf) _ -- TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.43 Vert(LL) -0.06 2-4 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.79 Vert(TL) -0.19 2-4 >359 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix) Weight:18 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer 1 Installation guide. 1 REACTIONS. (lb/size) 3=171/Mechanical,2=324/0-5-8,4=57/Mechanical Max Horz 2=59(LC 8) Max Uplift3=73(LC 12),2=77(LC 8) Max Gray 3=202(LC 19),2=339(LC 19),4=114(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 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 ��� I] P R OFFS fit between the bottom chord and any other members. 7)A plate rating reduction of 20%has been applied for the green lumber members. �\ � c I NEF9 s�O 8)Refer to girder(s)for truss to truss connections. NC7ti 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,2. 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. �' 89200 P E �t-- or St- 102., , OREGON moi, /O -9)- 14,2- # MFR R ILA-- eP EXPIRES: 12/31/2017 July 7,2017 A WARNING-Verily 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 �I" 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 /'Tek• is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the rYt fabrication,storage delivery,erection and bracing of trusses and truss systems,see ANSIITPII 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 I Truss Truss Type Qty ,Ply Mission Homes-MM8 K3409122 r B1702293 JE04 JACK-OPEN 11 1 --_ --__ ---_-_- ' I Job Reference(optional) _.___.- ------ _-.. - ------� Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Jul 07 10:20:40 2017 Page 1 ID:LmjNbD5W82urkH72J_xl8lyy7iF-gYls2daywAOnzKx2tBkGHLARpWCW UEYeYf3bzz_Tcb _.__..i- 8-QO---_. I --_ _.. 7-10-3 -.. _--1 ;40 _..--0-0 6-0-0 1-10-3 Scale=1:17.6 4 ° fr lo a 1 3.00 12 3 - 8 7 c. r 6 2 1I OI , �, 5 3x4-- L.--- 6-0-0. 6-0-0 _..--I LOADING(psf) TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.46 Vert(LL) -0.06 2-5 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.79 Vert(TL) -0.19 2-5 >359 180 1 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 4 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix) Weight:21 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. i REACTIONS. All bearings Mechanical except(jt=length)2=0-5-8,3=0-1-8. (Ib)- Max Horz 2=75(LC 8) 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 except 2=342(LC 19),3=283(LC 19) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 3-6-8,Exterior(2)3-6-8 to 7-9-7 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will �� D P R Q Fs fit between the bottom chord and any other members. F 7)A plate rating reduction of 20%has been applied for the green lumber members. '` �' 8)Refer to girder(s)for truss to truss connections. ,\_ IGNGI NEFj9 ��2 9)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3. r,/,./ 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,2,3. 89200PE 9t' 11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. - - 12)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. • / - - Cr OREGON oto <0 "•4' 142e� Q�- ME`R R 10-- EXPIRES' 12/31/2017 July 7,2017 INN IM 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 Mt 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 • MMA* is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the 1 t Vr Il fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-69 and SCSI Building Component I 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 l Mission Homes-MM8 LB,7D2293 JF01 Jack-Open Girder 1 1 K3409123Page Pro-Build Beaverton Truss, Beaverton,OR 97005 Job Reference 7.640 s Sep 29 2015 MiTek(optioIndustries,Inc. Fri Jul 07 10:20:41 2017 1 ID:LmjNbD5W82urkH72J_x181yy7iF-IkJEGzbahUWebUWERvFVpyjj6weDjxUitCPdSPz Tca 1-10-15 39-0 _ 1-10-15 1-1-1 Scale=1:11.4 2 8.00 112 NNSI 1 2x4-- 5 3 4 1-10-3 1-4p115_ 044-3 4.942 1-1-1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TOLL 25.0 Plate Grip DOL 1.15 0.00 3-4 >999 240 MT20 220/195 (Roof Snow 25.0) TC 0.04 Vert(LL) TCDL 7.0 Lumber DOL 1.15 BC 0.44 Vert(TL) 0.01 3-4 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.03 2 n/a n/a BDL 10.0 — Code IBC2012/TPI2007 (Matrix) Weight:8 lb FT=10% LUMBER- TOP CHORD Structural wood sheathingdirectly CHORD 2x4 DF No.1&Bir G BRACING- TOPBOT CHORD 2x4 DF Std G0 0 0 oc rora ing.3-0- oc purlins. BOT CHORD Rigid telling 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 REACTIONS. (lb/size) 2=95/Mechanical,3=-60/Mechanical,4=125/0-5-8 Installation guide. Max Horz 4=42(LC 8) Max Uplift2=-66(LC 8),3=98(LC 19),4=-5(LC 8) Max Gray 2=95(LC 1),3=8(LC 26),4=125(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone;cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*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. 5)A plate rating reduction of 20%has been applied for the green lumber 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)2,3,4, 8)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. E- PR OFFS 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)40 lb down and 48 lb up at 1-10-3tr on top chord,and 130 lb up at 2-0-12 on bottom chord. The design/selection of such connection device(s)is the responsibility of C;\ �NG I NFF9 /Q others. 10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B), 89200 P E r LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(pIt) �4 Vert:1-2=-64,1-3=-20 • Concentrated Loads(Ib) yL OREGONqf Vert:2=-36(F)5=53(F) /6 -9). 14, MFRR EXPIRES: 12/31/2017 1 July 7,2017 a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M167473 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 hill 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 T is always required for stability and to prevent collapse with possible personal injury and properly damage.For general guidance regarding the Mi lake fabrication,storage,delivery,erection and braang of trusses and truss systems,see ANSIITPI1 Quality Criteria,DSB-89 and BCSI BuildingComponent Safety Information available horn Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. P Cor Corona, Circle _-- -- - - - --- Corona,CA 92880 H 'Job (Truss Truss Type Qty rely 1 Missionn Homes-MM8 ' K3409124 B17022'93 JF02 'Monopitch 3 1 iJob Reference(Optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Jul 07 10:20:41 2017 Page 1 I D:Lmj NbD5 W82urkH72J_x181 yy7iF-I kJ EGzbahU WebU W E RvFVpYji JwfpjxDitCPd8Pz_Tce &44 3-0-0 Scale=1:15.2 2x4 11 3 2 8.00112 rn N, 1 3x4 " ® 5 8..._. 2x4 114 i _.--. 1-0-0__. _ 11-2-133 390 i —... __. 1-0-0 _02-12 __ 1-9-4 LOADING(per TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/def1 Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.09 Vert(LL) 0.00 5-6 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.34 Vert(TL) 0.00 5-6 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.02 Horz(TL) 0.00 n/a n/a Code IBC2012/TP12007 (Matrix) I SDL 10.0 Weight:12 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Std 0 MiTek recommends that Stabilizers and required cross bracing I be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5=46/Mechanical,6=206/0-5-8 Max Horz 6=67(LC 10) Max Uplift5=-50(LC 10) Max Gray 5=60(LC 17),6=206(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*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. 5)A plate rating reduction of 20%has been applied for the green lumber 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)5. ��ED P R OFFS 8)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. �\c'� �N�'NF�9 s2O 2 89200PE. 9r • -7G �0_ ON tx ��� ,O q y 14 '1°\ P�.. MSR R 10- EXPI RES: 12/31/2017 July 7,2017 11 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 rev.10/07/2015 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 Mu '.. 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 IYf 11 A ilek is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the R fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIrrP11 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 TrussTruss Type Qty Ply 1 Mission Homes-MM8 II K3409125 B1702293 ;JF03 MONOPITCH GIRDER 1 7 X10 b Pro-Build Beaverton Truss, ID:LmjNbD5W82urk 40 s Sep 29201 MiTek n Beaverton,OR 97005 s Sep 29 2015 MiTek Industries,Inc. Fri Jul 07 10:20:42 2017 Page 1 2J_xl8I yy7i F-mxtcTJ bCSoeVCe5Q?cmkM m FtrK?WSOSr5s8Agsz_TcZ 3-0-0 3-0-0 Scale=1:15.2 2x4 11 3 2 8.00 112 m I 1 1 21 1 3x4 _: 114111 5 — 6 2x4 114 LUS24 1-0-0. tt-12. __. 3-0-0 140 02-12 _1-9-4 LOADING(per TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (roc) 1/deft L/d PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.11 Vert(LL) 0.00 5-6 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.37 Vert(TL) 0.00 5-6 >999 180 BCLL 0.0 Rep Stress Inc: NO WB 0.02 Horz(TL) 0.00 n/a n/a Code IBC2012/TPI2007 (Matrix) Weight:12 lb FT=10% BCDL 10.0 1 9 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installationguide, REACTIONS. (lb/size) 5=168/Mechanical,6=206/0-5-8 Max Horz 6=67(LC 8) Max Uplift5=-60(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone;cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*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. 5)A plate rating reduction of 20%has been applied for the green lumber 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)5. 8)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. P R 9)Use Simpson Strong-Tie LUS24(4-10d Girder,2-10d Truss,Single Ply Girder)or equivalent at 3-0-0 from the left end to connect �E Ope truss(es)to back face of bottoms chord. NG(NE�R s�t7 10)Fill all nail holes where hanger is in contact with lumber. 2 11)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 9 LOAD CASE(S) Standard 89200PE <' 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-64,1-4=-20 Concentrated Loads(lb) • Vert:5=123(6) yL ,�OREGON\� lv <O -9y142� P+ MERRILL Q' EXPIRES: 12/31/2017 July 7,2017 AWARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MIF7473 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' A1Tek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the it fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIRPN 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 ITuuss 'TrussTy pe Qty PIy __. Mission Homes-MM8 r 'B1702293 JHO1 [Jack-Open Girder 1 1 — - - ) 09126 Pro-Build Beaverton Truss, Beaverton,OR 97005 -- 7.640 s Sep 29 2015(MiTekll onaldustries,Inc. Fri Jul 07 10:20:42 20174 PageJ1 ID:LmjNbD5W82urkH72J_xl81yy7iF mxtcTJbCSoeVCe5Q?cmkMmFusK_5SOjr5s8Agsz_TcZ I. _._. -. 1-10-15 40-4 1-10-15 j - - 2-1-1 Scale=1:11.3 2 I 8.00 112 ri 1 1)( 10 ol 2x4 ® 5LUS24 3 4 LUS24 1.-.. 1-04 ._ i... 1-10-3.. 1-1045 _. 449. 1 0_ 1-0- _ 040-3 0-0-12 2,1-1 LOADING(per TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (roc) I/deft Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.04 Vert(LL) 0.01 3-4 >999 240 MT20 220/195 TCDL 7,0 Lumber DOL 1.15 BC 0.40 Vert(TL) 0.01 3-4 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.02 2 n/a n/a Code IBC2012/TP12007 (M BOOL 10.0 (Matrix) Weight:9 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MITek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=59/Mechanical,3=3/Mechanical,4=143/0-5-8 Max Holz 4=42(LC 8) Max Uplift2=-37(LC 8) Max Gray 2=60(LC 15),3=54(LC 3),4=143(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wrnd:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone;cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*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. 5)A plate rating reduction of 20%has been applied for the green lumber 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)2. ���D PR R'- 8)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 9)Use Simpson Strong-Tie LUS24(4-10d Girder,2-10d Truss,Single Ply Girder)or equivalent spaced at 1-10-8 oc max.starting at 2-0-12 �\�� �NGi N . ..„5,. EER S, from the left end to 3-11-4 to connect truss(es)to front face of bottom chord. O 10)Fill all nail holes where hanger is in contact with lumber. 2 11)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 89200 P E '9r LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 .�j Uniform Loads(plf) Vert:1-2=-64,1-3=-2010 Concentrated Loads(lb) -y . 4,OREGON R fly Vert:3=-8(F) <0 qy 14 V\ P+ MFRRILL EXPIRES: 12/31/2017 July 7,2017 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 NI 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 braang M1Teka is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the 11 fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII 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 1Job Truss !Truss Type I y YPe Qt [Ply J Mission Homes-MM8 r y � c B1702293 JHO2 Monopitch 1 K34091271 Truss, Job Referenn�o),tionaf Pro-Build Beaverton TBeaverton,OR 97005 - - -- es, ---- 7.640 sSep 29 2015 MITek Industries,Inc. Fri Jul 07 10:20:42 2017 Page 1 I D:LmjNbD5W82urkH72J_x181yy7iF-mxtcTJbCSoeVCe5Q?cmkMmFsCKziSOMr5s8Agsz_TcZ 4-0-0 Scale=1:18.6 2x4 3 2 8.00 I[12 .11 1 lj.11 Ri 3x4 '® 5 6 4 2x4 1-0-0. 1.2-l2 _.. 44.0__.. 10-Q 0-3-12- 2 _ 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 0.15 Vert(LL) 0.00 5-6 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.49 Vert(TL) 0.01 5-6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code IBC2012fTP12007 (Matrix) Weight:16 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Std G —_-_ MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer REACTIONS. (lb/size) 5=104/Mechanical,6=232/0-5-8 Installation guide. Max Horz 6=89(LC 10) Max Uplift5=-62(LC 10) Max Gray 5=114(LC 17),6=232(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*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. 5)A plate rating reduction of 20%has been applied for the green lumber 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)5. �t. P R O � 8)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. �\CO ` C71I N E�9 s l (44 2 89200PE 9�' • Q- 71- -yL 4,OREGON �lrJ rO All)" 14 2°N MRRIL�- EXPIRES: 12/31/2017 July 7,2017 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI67473 rev.10/03/2015 BEFORE USE. 1111 11 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 is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the MiTek' fabrication,storage,delivery,erection and bracing of trusses and truss systems,see Safety Infomration available from Truss PIy dNSIVA 22314.Quality Criteria,DSB-89 and BCSI Building Component Plate Institute, 9 P 218 N.Lee Street, 250 Klu Circle eet Suite 312,Alee I - Alexandria,VA 9 lit - --- Corona,CA 92880 ob I Truss Truss Type I IB1702293 ISB01 lJack-0pen Qty Ply TMission Homes-MM8 r I K3409128 1 1jJob Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Fn Jul 07 10:20:43 2017 Page 1 I D:LmjNbD5W82urkH72J_x181yy7iF-E7Q_hecgD5mMgngdYKHzuzo2ZkPwBrz?KVujClz_TcY -1-0-0 j._ --__- 1-10-15 21.010 1-0-0 1-10-15 0-1-1 Scale=1:13.6 3 8.00 112 of N 2 l <i • 111 M „ 10 5 4 3x8 11 _.._ 1-1016 OL11 Plate Offsets(X,Y)-- [5:0-4-4,0-1-81 LOADING(psf)5.0 ps25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL(Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.11 Vert(LL) 0.00 4-5 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.11 Vert(TL) -0.00 4-5 >999 180 BCLL 0.0 Rep Stress Ina- YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10,0 Code IBC2012/TPI2007 (Matrix) Weight:8 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except BOT CHORD 2x4 DF Std G end verticals. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed q uring truss erection,in accordance with Stabilizer Installation uide. 1 REACTIONS. (lb/size) 5=172/0-5-8,4=14/Mechanical,3=37/Mechanical Max Horz 5=60(LC 10) Max Uplifts=14(LC 10),3=-32(LC 10) Max Gray 5=204(LC 16),4=33(LC 3),3=41(LC 18) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 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 ��no PR 57"4." fit between the bottom chord and an other members. G)NE S 6)A plate rating reduction of 20%has been applied for the green lumber members. c\ N F 9 ' 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5,3. 4t' 89200PE 9r 9)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. yG 4 OREGON b Adv /O llk14 2-°\ 4 MFR R 11.A- EXPIRES: 1_x-EXPIRES: 12/31/2017 July 7,2017 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.101032015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not INIII 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 braang of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Budding Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job -__ Truss Truss Type Qty Ay Mission Homes-MM8 r J r 1702293 BPro-Bu d Beaverton Truss, ISE01 K3409129 I I Jack-Open 2 I 1 , n -- - - - -ID:Lm'NbD - 0 s bS Rp 29r20ce15(optMiTek Industries,Beaverton,OR 97005 -_-- -- - --- -— - 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Jul 07 10:20:43 2017 Page 1 j 5W82urkH72J_x181yy7iF-E70_hecgDSmMgngdYKHzuzo2XkP7Brz?KVujClz_TcY F. _. __.-1-9,9 I- _ - - _ __.. _ _.. 13-.15___. a 1-0-0 __. __. _.-. t-7 2-3-15 Scale=1:7.5 3 3.00 112 5 2 `, 01 0 m old , to 3x4 - 4 I 2-3-15. _ 2-5- 2-3-15 vi-1 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 0.11 Vert(LL) -0.00 2-4 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.09 Vert(TL) -0.00 2-4 >999 180 BCLL 0.0 * Rep Stress Ina YES WB 0.00 Horz(TL) -0.00 3 n/a n/a Code IBC2012/TP12007 (Matrix) Weight:8 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-5-0 oc purlins. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing ' be installed during truss erection,in accordance with Stabilizer , Installation guide. REACTIONS. (lb/size) 3=41/Mechanical,2=189/0-5-8,4=21/Mechanical Max Horz 2=29(LC 8) Max Uplift3=-28(LC 18),2=-67(LC 8) Max Grav 3=44(LC 19),2=218(LC 18),4=42(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category 11;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will �E� P R OFE fit between the bottom chord and any other members. 7)A plate rating reduction of 20%has been applied for the green lumber members. �' NG(NE��s�O 8)Refer to girder(s)for truss to truss connections. 7 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,2. 210)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 89200 PEr` :1744147) G , OREGON `), A, <O gy1120P+ ii„ MFRRII-V EXPIRES: 12/31/2017 July 7,2017 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 tor use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not m's a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall IIIbuilding 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 'Y1 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 ]Qty Ply Truss Truss Type Ot Mission Homes-MM8 eK3409130 1B1702293 SE02 Jack-Open 2 1 _iJob Reference_Optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Jul 07 10:20:44 2017 Page 1 ID:LmjNbD5W82urkH72J_xl8lyy7iF-iJ_Nu_dS_PuDSxFp61 pCRBLCt8kMwID8Z9dHkkz_TcX _. . -,_QO _..__. -__- - __ _. __. 2-_5_-_0 __.. i...._.. ---._ 3-10-15 0-0 2-5-0 1-5-15 Scale=1:10.0 3 3.00 112 ,,a 5 ,� c 2 0 cI 01. 3x4 4 I 400. !.. _._ 2-5-0 I _-...250. LOADING(psf) TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (roc) I/deft Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.14 Vert(LL) -0.00 2-4 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.09 Vert(TL) -0.00 2-4 >999 180 BCLL 0.0 Rep Stress lncr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix) Weight:101b FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-5-0 oc purlins. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer l Installation guide. REACTIONS. (lb/size) 3=102/Mechanical,2=229/0-5-8,4=21/Mechanical Max Horz 2=42(LC 8) Max Uplift3=-45(LC 12),2=-79(LC 8) Max Gray 3=115(LC 19),2=235(LC 19),4=42(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 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 ����0 P R OFFS fit between the bottom chord and any other members. 7)A plate rating reduction of 20%has been applied for the green lumber members. �\Co NGI NE. ,.., �'/"":"/..8)Refer to girder(s)for truss to truss connections. 2 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,2. CV 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 4.c--- 89200PE �r yG ,7OREGON a /4 MFR R 11-1-S`'‘'.- EXPIRES: EXPIRES: 12/31/2017 July 7,2017 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 �I 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 I►I ITek is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fY� R fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITP11 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 ` ff --. Truss B1702293 SF01 JaGc--Open - ---..'Ory I Ply 1 j Mission Homes-MM8 K3409131 Type [. .. 1. IJob Reference(pgionp 1 Pro-Build Beaverton Truss, Beaverton,OR 97005 - --- -- -- —- - -- 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Jul 07 10:20:44 2017 Page 1 ID:LmjNbD5W82urkH72J_x181yy7iF-iJ_Nu_dS_PuDSxFp61pCRBLEPBg?wID8Z9dHkkz TcX 1 -. -_ 1,9-1$ -_ _._. 1m0- 1-10-15 0-1-1 Scale=1:11.5 2 8.00112 1 i , 9 1 a 0 zxa 11.1°I 4 3 1-5-8__. 0,5,7 0,1-1 -54 ---- 1-10-15.21-1 LOADING(Psr) - - 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 0.04 Vert(LL) 0.00 4 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.37 Vert(TL) 0.00 4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.02 2 n/a n/a Code IBC2012/TP12007Matrix) Weight:6 lb FT=10% BCDL 10.0 ( LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing -1 ' bLe installed during truss erection,in accordance with Stabilizer I REACTIONS. (lb/size) 3=-111/Mechanical,2=61/Mechanical,4=211/0-5-8 Installation guide. Max Horz 4=43(LC 10) Max Uplift3=-111(LC 1),2=-38(LC 10) Max Gray 3=6(LC 10),2=61(LC 17),4=211(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'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. 5)A plate rating reduction of 20%has been applied for the green lumber 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)2 except(jt=1b) ���ED PR OFFS 3=111. 8)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. NCJ NG(N E�R s/O 89200PE -9r �Gtx , OREGON �(� �O �Y 14 2 ' 4 MFRRI0- �' EXPIRES: 12/31/2017 July 7,2017 A WARNING-Verify dealgn 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 MiTek is always required for stability and to prevent collapse with ypo ry permanent bracing ps possible personal injury and property damage.For general guidance regarding the 11 fabrication,storage,delivery,erecaon and bracing of trusses and truss systems,see ANSUTPI1 Quality Criteria,DSB-89 and BCSI Buildin Com onent Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. g P 250 Klug Circe Corona,CA 92880 Hob truss -. -. 'Truss Type ._-Qty Ply 1 IMission Homes-MM8 __.I to 1 'B1702293 SHO1 K3409132 1 __ iJob Reference I 7.640 s Sep 29 2 5 MiTek ndustries,In Pro-Build Beaverton Truss, Beaverton,OR 97005 ID:LmjNbD5W82urkH72J x181 7iF iJ_Nu dS PuDSxFpc6 Fri Jul 07 10:20:44 2017 Page 1 1 CRBLEa81uwID8Z9dHkkz_TcX I _._ 1-9,T _._ 110,8 1-9-7 0-1-1 Scale=1:11.5 2 • 8.00 112 I 1 I `.`s ,- -- , X O A 116 �♦�.♦.♦♦.♦♦•• 2x4 -._ 3 I. - -_ -._ 147 1-11018 1--7-7 0-11-1. Plate Offsets(X Y)-- 11:0-2-4,0-1-0] LOADING(psf) TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.03 Vert(LL) -0.00 1 >999 240 MT20 220/195 TCDL 7,0 Lumber DOL 1.15 BC 0.06 Vert(TL) -0.00 1-3 >999 180 BCLL 0.0 ' Rep Stress InaYES WB 0.00 Horz(TL) -0.00 2 n/a n/a Code IBC2012/TPI2007 Weight:6 lb FT=10% BCDL 1.0.0 (Matrix) LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 1-10-8 oc purlins. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer REACTIONS. (lb/size) 1=70/1-4-0,3=17/Mechanical,2=53/Mechanical Installation„guide. Max Horz 1=43(LC 10) Max Uplift2=-38(LC 10) Max Gray 1=70(LC 1),3=35(LC 3),2=54(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*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. 5)A plate rating reduction of 20%has been applied for the green lumber members. ��e P R"- 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)2. .\ 8)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. ,\� IGNGI NE E sip 2 �c 89200PE ter yG , OREGON a A%a- 7 <0 -9 14,2.° P+ MFRRIIA- EXPIRES: 12/31/2017 July 7,2017 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 N'' 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 is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the MITeK• fabrication,storage,delivery,erection and bradng of trusses and truss systems,see ANSIITPiI Quality Criteria,DSB-89 and BCSI Buildin Com onent 1 Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. g P 250 Klug Circle Corona,CA 92880 _ -- — a Truss TrussType ---- - - -- Qty IPIy iMission Homes-MMB- - -- - - -- - -- BJob1702293SH02 JACK-OPEN1 1 K3409133 Pro-Build Beaverton Truss, Beaverton,OR 97005 _ - - --1 — 1Job Referen_ optional__ 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Jul 07 10:20:45 2017 Page 1 ID:LmjNbD5W82urkH72J_x181yy7iF-AWY15Ke41j0435q?gIKR_OtNIX4 flTlnpNgHBz_TCW 114-8 3-7A8 — 1-10-8 1-9-7 Scale=1:18.1 2 iy 8.00 112 d I<" N rn N N • 2x4 3 1-10-8 Plate Offsets(XX)-- j1[0-2-4, 1-1)1 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 0.16 Vert(LL) 0.00 1 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.07 Vert(TL) -0.00 1-3 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a Code IBC2012/TP12007 BCDL 10.0 (Matrix) Weight:9 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 1-10-8 oc purlins. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer REACTIONS. (lb/size) 1=133/Mechanical,2=115/Mechanical,3=19/Mechanical InstaIlationguide. Max Horz 1=83(LC 10) Max Uplift1=-3(LC 10),2=-73(LC 10) Max Gray 1=133(LC 1),2=116(LC 18),3=37(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*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. 5)A plate rating reduction of 20%has been applied for the green lumber members. 6)Refer to girder(s)for truss to truss connections. ���D PR R OFFS 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,2. 8)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. err ' -' NE" S/O 2 :9200PEvi cc yG 2/OREGON k4, 19 r 14 2•C)7‘ P-�- ,151)- FRRIL`- EXPIRES: 12/31/2017 July 7,2017 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not 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 is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the is lek• fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSVTPN Quality Criteria,DSB-89 and BCSI Building Component 250 KI Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria, u Circle VA 22314 9 - - --- - - - -- Corona,CA 92880 Symbols Numbering System A General SafetyNotes PLATE LOCATION AND ORIENTATION -k 4.13j4' Center plate on joint unless x,y 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property offsets are indicated.Min I (Drawings not to scale) Damage or Personal Injury Dimensions are in ft-in-sixteenths. h� 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 or X-bracing,is always required. See BCSI. C2-3 �'y16 ci 2 2. Truss bracing must be designed by an engineer.For 4 wide truss spacing,individual lateral braces themselves may require bracing,or alternative Tor I _-111111E bracing should be considered. = lY �—� U �� 3. Never exceed the design loading shown and never OU stack materials on inadequately braced trusses. I— O I-- C7-8 O 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate cs-7 C5.s designer,erection supervisor,property owner and plates 0- ',id'from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE 6. Place plates on each face of truss at each required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regut and embed lated bytANSI/s and TPI 1 at joint connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from *Plate location details available in MiTek 20/20 CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. software or upon request. NUMBERS/LETTERS. 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 ICC-ES Reports: use with fire retardant,preservative treated,or green lumber. The first dimension is the plate 4 x 4 width measured perpendicular ESR-1311,ESR-1352,ESR1988 10.Camber is a non-structural consideration and is the responsibility dead truss fabricator.General practice is to to slots.Second dimension is ER-3907,ESR-2362,ESR-1397,ESR-3282 camber for load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions LATERAL BRACING LOCATION indicated are minimum plating requirements. 12.Lumber used shall be of the species and size,and Trusses are designedplanein all respects,equal to or better than that P Indicated by symbol shown and/or for wind loads in the 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 section 6.3 These truss designs rely on lumber values 14.Bottom chords require lateral bracing at 10 ft.spacing, BEARING or less,if no ceiling is installed,unless otherwise noted. established by others. 15.Connections not shown are the responsibility of others. Indicates location where bearings (supports)occur. Icons vary but 16.Do not cut or alter truss member or plate without prior reaction section indicates joint ©2012 MiTek®All Rights Reserved approval of an engineer. number where bearings occur. 17.Install and load vertically unless indicated otherwise. ►—. Min size shown is for crushing only. �� 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 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction, and pictures)before use.Reviewing pictures alone DSB-89: Design Standard for Bracing. is not sufficient. BCSI: Building Component Safety Information, IL A 1 e ke t Guide to Good Practice for Handling, 20.Design assumes manufacture in accordance with Installing&Bracing of Metal Plate ANSI/TPI 1 Quality Criteria. Connected Wood Trusses. MiTek Engineering Reference Sheet MII-7473 rev.10/03/2015