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Plans (450) 003g2_ MiTek® Nl 5w vt A v l 7 6uza� MiTek USA, Inc. 250 Klug Circle Corona, CA 92880 ilED Re: B1702525 Mission Homes 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: K3592296 thru K3592326 My license renewal date for the state of Oregon is December 31,2017. „so PROF �co�74GtNE \ 89200PE 9r 7 2i OREGON ,ki /O lly1423\ Qk" SFR R 11-\- :7:• :,0<,45,1121 August 23,2017 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 Truss Truss Type Qty Ply Mission Homes K3592296 B1702525 A01 1GABLE 1 1 , Job Reference_(option! ProBuild Beaverton Truss, Beaverton,OR 97007 7.640 s Aug 16 2017 MiTek Industries,Inc. Wed Aug 23 12:28:27 2017 Page 1 I' Ilk ID:Ni6OGKtXMi?j4YYdKA18m7ytYhO-OntE4fCTDoMjVWos6SEr2nGURHD19XylBDKzEyykyKo it-g---8 __4L-7 i 9-2-14 i 15-3-0 1 184L-4 { _2 02 32-0-0 p3-10-81 -0-0 4-7-7 4-7-7 6-0-2 2-9-4 6-11-14 6-11-14 1-10-8 4x8 — Scale=1:80.2 5x8 -- 5 i 6 8.00''.12 41( 1'' 4 I .. 3x6 7 LI -as 3x6 V 4x6 ,. 3x4 !, 8 .- 3 3xi I t 0 '�' 11 iia401 - 3x4 3x4 I! oil • 14 1, ; 3x4 1 2 8x8 1 m', / 10 ci - •, 13 12 3x8 !I 15 5.00 12 5x8 4x6 _9---14 f18-0-4 I 25-0-2 I 32-9-0 I 9-2-14 8-9-6 6-11-14 6-11-14 Plate Offsets(X,Y)-_13:0-1- 0-1A,_[5:0-4-0,0-0-71,5 [10:0-4-15 Edge].113:0-5-8 0-2-X114:0-4-0,0-3-14] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.63 Vert(LL) -0.22 13-14 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.55 Vert(CT) -0.74 13-14 >520 180 TCDL 7.0 Rep Stress Incr YES WB 0.93 Horz(CT) 0.29 10 n/a n/a BCLL 0.0 * Code IBC2015/TPI2014 (Matrix) Weight:331 lb FT=20% BCDL 10.0 - -- ---- ------ LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-3-1 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G end verticals. WEBS 2x4 DF Std G*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 5-13:2x4 DF No.1&Btr G 8-3-6 oc bracing:14-15. OTHERS 2x4 DF Std G WEBS 1 Row at midpt 5-14,6-13,8-13,3-15 SLIDER Right 2x4 DF Std-G 4-2-2 r MiTek recommends that Stabilizers and required cross bracing . be installed during truss erection,in accordance with Stabilizer Installation guide. 1 REACTIONS. (lb/size) 15=1409/0-5-8,10=1460/0-3-8 Max Horz 15=-383(LC 8) Max Upliftl5=-298(LC 10),10=-336(LC 11) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-255/161,3-4=-2784/605,4-5=-2826/822,5-6=-1398/662,6-7=-1325/495, 7-8=-1446/475,8-9=-1695/499,9-10=-1904/468,2-15=-322/221 BOT CHORD 14-15=-615/2135,13-14=-91/1139,12-13=-226/1461,10-12=-226/1461 WEBS 3-14=0/495,4-14=-415/341,5-14=-626/2208,5-13=-479/563,6-13=-386/304, 8-13=-507/288,8-12=0/276,3-15=-2409/575 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for !`cko PRO FFS members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 c ' NGt NEF '— 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 � #9 02 e. Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 0 pp, 3)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 ::4 89200E9w'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. /6)Gable studs spaced at 1-40 oc. AZ 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. -y OREGON 4(/ 8)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will L 4 O0\1). 11A . fit between the bottom chord and any other members. Q Y 14 2 Q'T 9)A plate rating reduction of 20%has been applied for the green lumber members. c P 10)Bearing at joint(s)15 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify M`R R I 0- capacity of bearing surface. 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 11 15=298,10=336. EXPIRES: 12/31/2017 Co�tmuemi oil Ipagecbbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. August 23,2017 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mit Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the • fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job ITruss Truss Type Qty Ply I Mission Homes K3592296 B1702525 A01 GABLE 1 1 fJob Reference(optional) ProBuild Beaverton Truss Beaverton,OR 97007 7.640 s Aug 16 2017 MiTek Industries,Inc. Wed Aug 23 12:28:27 2017 Page 2 I D:Ni60GKtXMi?j4YYdKA18m7ytYhO-OntE4fCTDoMjVWos6SEr2nGURHD19Xyl BDKzEyykyKo MINIM A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mit Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall M building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing iTek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/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 Truss Type Qty ,Ply Mission Homes 1 B1702525 IA02 Roof Special ,5 1 K3592297 I 1 J Job Reference(optional) ProBuild Beaverton Truss, Beaverton,OR 97007 7.640 s Aug 16 2017 MiTek Industries,Inc. Wed Aug 23 12:28:28 2017 Page 1 I D:N i6OGKtXMi?j4YYdKA18m7ytYh O-Vz Rcl?D6_6Ua8fN2gAl4b?pcj hZHu_V SQt3 WnOykyKn -1-0-Q __ 4-7-7 - I L-2-14 I 15-3-4 1$-0-4 + 25-0-2 i 22 0O 3348_; 1-0-0 4-7-7 4-7-7 6-0-2 2-9-4 6-11-14 6-11-14 1-10-8 5x8 -= Scale=1:75.8 5 i% 2x4 I 1 17 6 8.00 112 2x4 'I - 4 3x6 N 7 3x6 4x6-:.% 8 .71 3,pPOP- __I 3x4 1 }142 18x8=_ 18 r >000000.000000001.e 9 ` Em, ld 15 5.00 112 13 12 11 4x6 5x8-- 4x4 -= 8x8 =- 9-2-14 f 18.0-4 f 2542_- +- _32A:1-0 Offsets X,Y)r- 111:0-3-6,0-6-41113:0-54,0-2-81,114:0-4-0,0-3-14]s 2-14 --- 8-9-6 6-11-14 6-11-14 Plate Offs )- Plate1 SPACING- Grip DOL 21..15 TCI 0.79 Vert(LL) -0.22 13-14( >999 240 LOADING(psf) TCLL 25.0 PLATES GRIP (Roof Snow=25.0) Lumber DOL 1.15 BC 0.55 Vert(CT) -0.73 13-14 >518 180 MT20 220/195 TCDL 7.0 Rep Stress Incr YES WB 0.91 Horz(CT) 0.27 11 n/a n/a 1 BCLL 0.0 * ' Code IBC2015/TPI2014 (Matrix) Weight:197 lb FT=20% BCDL 10.0 �_ LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-3-12 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G end verticals. WEBS 2x4 DF Std G*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 5-13:2x4 DF No.1&Btr G WEBS 1 Row at midpt 5-14,6-13,8-13,3-15 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer lalla-tion�uide. I nss REACTIONS. (lb/size) 11=1464/0-5-8,15=1402/0-5-8 Max Horz 15=-392(LC 8) Max Upliftil=-339(LC 11),15=-297(LC 10) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-16=-255/143,3-4=-2765/593,4-17=-2807/795,5-17=-2692/810,5-6=-1375/536, 6-7=-1307/395,7-8=-1435/366,8-18=-1636/365,9-18=-1854/337,2-15=-322/214, 9-11=-1395/417 BOT CHORD 14-15=-599/2138,13-14=-79/1139,12-13=-151/1441,11-12=-135/573 WEBS 3-14=0/489,4-14=-414/341,5-14=-613/2210,5-13=-470/548,6-13=-369/301, 8-13=-497/279,3-15=-2394/566,9-12=-143/1082 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS t (envelope)automatic zone and C-C Exterior(2)-1-0-0 to 2-2-6,Interior(1)2-2-6 to 12-0-10,Exterior(2)12-0-10 to 15-3-0,Interior(1) l�Q�`D P R OFFS 18-2-0 to 30-8-2 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for \c� �NG'NF� — 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=1.1 �� 29 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 89200PE 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. AP/ i 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will �/ fit between the bottom chord and any other members. Q Q. 6)A plate rating reduction of 20%has been applied for the green lumber members. OREGON 44.1 7)Bearing at joint(s)15 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity G� "t,9 Y ZO,�b. 1A of bearing surface. r 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)11=339, O 14' QjP 15=297. M�R R L� 9)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. EXPIRES: 12/31/2017 August 23,2017 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 budding design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' li is always required for stability and to prevent collapse 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 250 Rug 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 , K3592298 B1702525 [AO2A Roof Special 1 1 Job Reference(optional___ 11 ProBuild Beaverton Truss, Beaverton,OR 97007 7.640 s Aug 16 2017 MiTek Industries,Inc. Wed Aug 2312:28:29 2017 Page 1 0 ID:Ni6OGKtXMi?j4YYdKA18m7ytYhO-zA?_VLDkIQcRmpyEEtGJ7CLgy5uVdRrbeXp4JgykyKm -1-0 4-7-7 i 9214_ } 15-3-0 1 18-0-4 i 25-02 I 32-0-0 i 1-0-0 4-7-7 4-7-7 6-0-2 2-9-4 6-11-14 6-11-14 5x8 -- Scale=1:74.6 5 2x4 I I 6 16 8.00,12 2x4 11 3x8�� 7 4 vs 1 i 1 3x6 4x6-i B 3 ,1 ii 15 �!. 1 3x4 13 ‘66..;t8x8 - ii I1 2 8x8_. i -... 9 m 14 5.00'12 12 11 10 5x8 r= 4x4 4x6 r 9-2-14 i 18-1;1A- I 250-2 32-0-0 i _.------._---_.. ------- --- 9-2-14 __.._ 8-9-6 6-11-14 6-11-14 Plate Offsets(X,Y)-- [9_Edge,0-6-jJ,-[12.0-5-8,0-2-8],[13:0-4-10-3-14] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) l/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.63 Vert(LL) -0.22 12-13 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.55 Vert(CT) -0.73 12-13 >518 180 BCDL 0.0 TCL 7.0 Rep Stress Incr YES WB 0.91 i Horz(CT) 0.27 10 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 i (Matrix) Weight:194 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-3-11 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G end verticals. WEBS 2x4 DF Std G*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 5-12:2x4 DF No.1&Btr G 8-1-1 oc bracing:13-14. WEBS 1 Row at midpt 5-13,6-12,8-12,3-14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide, REACTIONS. (lb/size) 10=1330/0-5-8,14=1406/0-5-8 Max Horz 14=-366(LC 8) Max Uplift10=-276(LC 11),14=-297(LC 10) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-15=-255/146,3-4=-2777/624,4-16=-2818/826,5-16=-2704/841,5-6=-1380/545, 6-7=-1290/410,7-8=-1447/381,8-17=-1760/393,9-17=-1873/375,2-14=-322/216, 9-10=-1262/313 BOT CHORD 13-14=-645/2108,12-13=-111/1124,11-12=-216/1468,10-11=-154/380 WEBS 3-13=0/492,4-13=-414/340,5-13=-649/2187,5-12=-445/545,6-12=-358/293, 8-12=-516/294,3-14=-2403/591,9-11=-125/1092 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS �p,E " PR OFFS (envelope)automatic zone and C-C Exterior(2)-1-0-0 to 2-2-6,Interior(1)2-2-6 to 12-0-10,Exterior(2)12-0-10 to 15-3-0,Interior(1) C ANG�N E�- (5> 18-2-0 to 28-7-13 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for ��' g, 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=1.1 89200P E A---- 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. I 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 fi Q fit between the bottom chord and any other members. 'f7 OREGON 4c, 4- 6)A plate rating reduction of 20%has been applied for the green lumber members. Zj ,fit A. 7)Bearing at joint(s)14 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity 0,6O '9Y 14 2 *- of bearing surface. /�j 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)10=276, 4'1 .RFI R IVA- 14=297. 9)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. EXPIRES: 12/31/2017 August 23,2017 .... r A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not tor a truss system.Before use,the 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 R fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 's 250 Rug 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 1Ply 'Mission Homes K3592299 B1702525 AO2B ROOF SPECIAL ,2 1 - _ R i 7.640 s Aug Reference 16 2017 MiTek Industries,ProBuild Beaverton Trussi Beaverton, Ind stries,Inc. Wed Aug 23 12:28:29 2017 Page 1 OR 97007 I D:Ni6OGKOCMi?j4YYdKA18m7ytYhO-zA?_VLDklQcRmpyEEIGJ7CLgy5uVdRrbeXp4JgykyKm -1-0-_0 47-7 j 9-2x14_ 1 - 15-3-0 4 18-0-4 1 25-,2,_ 4 _32-0A_ _ i 1-0-0 4-7-7 4-7-7 6-0-2 2-9-4 6-11-14 6-11-14 5x8 -- Scale=1:74.6 5 2x4 I! 16 6 8.00112 2x4 4 3x6 Q cv 7 v: 3x6 4x6:i ; 8 3x4117/1011,11111111111111°' 13 PQ, 17 1 28x8 8x8-- 'a 9 1 rn A 44 0 14 5.00 112 12 11 10 5x8 - 4x4 --- 4x6 I 9-2-14 I 18-0-4 25A,2 1 _ 32-0-0 I 9-2-14. 8-9-6___. 6-11-14 -.._- 6-11-14 Plate Offsets(X,Y)- j9:Edge,06 1],j12_0-5-8,0-2-81[13:0-4-0 0 3-14] TCLL OADING(psf) 25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP (Roof Snow=25.0) 1 Plate Grip DOL 1.15 TC 0.63 Vert(LL) -0.22 12-13 >999 240 MT20 220/195 TCDL 7,0 Lumber DOL 1.15 BC 0.55 Vert(CT) -0.73 12-13 >518 180 BCLL 0.0 Rep Stress lncr YES WB 0.91 Horz(CT) 0.27 10 n/a n/a Code IBC2015/TPI2014 (Matrix) ht:194 lb FT=20% BCDL 10.0f Weiht LUMBER- -_ BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-3-11 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G end verticals. WEBS 2x4 DF Std G*Except" BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 5-12:2x4 DF No.1&Btr G 8-1-1 oc bracing:13-14. WEBS 1 Row at midpt 5-13,6-12,8-12,3-14 I MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 10=1330/Mechanical,14=1406/0-5-8 Max Horz 14=-366(LC 8) Max Upliftl0=-276(LC 11),14=-297(LC 10) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-15=-255/146,3-4=-2777/624,4-16=-2818/826,5-16=-2704/841,5-6=-1380/545, 6-7=-1315/410,7-8=-1447/381,8-17=-1760/393,9-17=-1873/375,2-14=-322/216, 9-10=-1262/313 BOT CHORD 13-14=-645/2108,12-13=-111/1124,11-12=-216/1468,10-11=-154/380 WEBS 3-13=0/492,4-13=-414/340,5-13=-649/2187,5-12=-445/545,6-12=-358/293, 8-12=-516/294,3-14=-2403/591,9-11=-125/1092 NOTES- P R 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS ��EO CF-s (envelope)automatic zone and C-C Exterior(2)-1-0-0 to 2-2-6,Interior(1)2-2-6 to 12-0-10,Exterior(2)12-0-10 to 15-3-0,Interior(1) Co G E s/ 18-2-0 to 28-7-13 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for \ ,N 'N FR reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 �� ?i 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 89200PE 9r 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. , �,e./`^ 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will w CC fit between the bottom chord and any other members. OREGON p.,/G 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. /. '9t" 4 2.0\ P-4, 8)Bearing at joint(s)14 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity '0 of bearing surface. SER RIO- 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)10=276, 14=297. 10)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. EXPIRES: 12/31/2017 August 23,2017 , WARNING-Verify design .-- A nfy g parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1-7473 rev.f 0/03/Y015 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 temporaryand 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 ANSIITPI1 Quality Criteria,D58-89 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 1 61702525 A030 Common 1 Ply Mission Homes Job Truss Truss Type Qty K3592300 i 1 Job Reference 1optlon I ProBuild Beaverton Truss,Beaverton,OR 97007 Run:7.640 s Apr 22 2016 Print:7.640 s Nov 10 2015 MiTek Industries,Inc. Wed Aug 23 11:33:45 2017 Page 1 ID:Ni6OGKtXMi?j4YYdKA18 m7ytYhO-AhjG16w7LVk3PrlyFo_2hbRn2TmogTf6JiMoP WykyFq J-11-0 7-7-8 15-3-0 22-10-8 26-5-0 30-6-0 2-0-0 1-0 7-7-8 7-7-8 7-7-8 3-6-8 4-1-0 �1-6-0' 4x6-- Scale=1:70.5 4 0 16 17 3x6 ' 8.00 I12 5 3x6 i t* 3x6 3 4.4. 6 1- I ii 15 5x6 i 18 4x8 2 I 7 3x6 , Y',, 1 ~� mmummmummummumeme I'II •N �. 8 00 14 13 12 19 11 10 9 4x8 2x4 II 4x4 =-: 3x8 -- 3x6 `- 4x4 -- I 2-2-0 7-7-8 - 15-3-0 22-10-8 24-032-0-0 2-2-0 5-5-8 7-7-8 77-8 1-1-0 8-0-0 Plate Offsets(X,Y)- j2:0-3-0,0-1-81,F:0-3-12,0:2-91,18:0-4-1U001,[8:0-11-4,0-1A _ LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) l/defl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.77 Vert(LL) -0.10 8-9 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.46 Vert(CT) -0.33 8-9 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.49 Horz(CT) 0.06 8 n/a n/a BCLL 0.0 Code IBC2015/TPI2014 (Matrix) Weight:184 lb FT=20% BCDL 100 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-9-4 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G end verticals. WEBS 2x4 DF Std G*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 4-11:2x4 DF Not&Btr G WEBS 1 Row at midpt 3-11,6-11 SLIDER Right 2x4 DF Std-G 1-10-6 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8=1330/Mechanical,14=1318/2-5-8,13=101/0-3-8 Max Horz 14=-364(LC 8) Max Uplift 8=-282(LC 11),14=-340(LC 10) Max Gray 8=1330(LC 1),14=1318(LC 1),13=173(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-15=-1570/355,3-15=-1387/380,3-16=-1262/396,4-16=-1105/411,4-17=-1105/412, 5-17=-1113/396,5-6=-1262/380,6-18=-1601/409,7-18=-1824/376,7-8=-2093/570, 2-14=-1321/384 BOT CHORD 13-14=-368/400,12-13=-368/400,12-19=-321/1380,11-19=-321/1380,10-11=-172/1395, 9-10=-172/1395,8-9=-449/1694 WEBS 3-11=-499/327,4-11=-219/851,6-11=-731/362,6-9=0/358,7-9=-377/322, 2-12=-108/1129 NOTES- c\V P R oFF 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed; <(. is MWFRS(envelope)automatic zone and C-C Exterior(2)-1-0-0 to 2-2-6,Interior(1)2-2-6 to 12-0-10,Exterior(2)12-0-10 to 15-3-0, �Co �CNGI NFE9 `r/p Interior(1)18-5-6 to 28-9-10 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces& ��� 2.9 MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 89200 P E r' 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 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. • 4�. ' 1 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 0 OREGON t will fit between the bottom chord and any other members,with BCDL=10.0psf. 7L 4 � � IN .c 6)A plate rating reduction of 20%has been applied for the green lumber members. / '9 2 Q 7)Refer to girder(s)for truss to truss connections. cY 4, �Q 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 282 lb uplift at joint 8 and 340 lb uplift at M`R R10- joint 14. 9)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. EXPIRES: 12/31I2017 LOAD CASE(S) Standard August 23,2017 1 1�. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USEhit Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not 1 a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into 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/7PII 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 81702525 1A04 ;Common 5 1 , K3592301; 1-- i_— 1Job Reference(optionaTh ProBuild Beayerton Truss,, Beaverton,OR 97007 7.640 s Aug 16 2017 MiTek Industries,Inc. Wed Aug 23 12:28:31 2017 Page 1 I D:Ni6OGKIXMi?j4YYdKA18m7ytYhO-vY71woF_H1 s8?66dLIInDdQBivav5Tsu6rlBNjykyKk &7-8_ 13-3-0 1219 p-1442+1 67-8 77_77 i --- 6-7-8 _. - 6-7-8 ---+ __ __26$$.. { 30-0-6-0 6-7 -0__ =_. Scale=172.7 4 1 n ---- 15 16 8.00112 3x6 3x6 i 5 3x6�� 3 e� 6 v 4x6i 14 �f 2x4 2 ii 1 0 717 3x6�� "I' 8 9 13 12 18 11 19 10 5x8 ''' 2x4 I I 3x6--- 3x8 5x8 -- I 6,778 I 19.19 I 30-0 0 { 6-7-8. __-- 13-3-0 10-1-8 Plate Offsets(X,Y)- 12:0-2-15 0 2-0],110:0-4-0,0-3-01 LOADING(psf) 1 SPACING- 2-0-0 I CSI. i DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.55 Vert(LL) -0.15 9-10 >999 240 MT20 220/195 (Roof Snow=25.0)TCLumber DOL 1.15 BC 0.55 Vert(CT) -0.45 9-10 >794 180 BCDLL 0.0 * Rep Stress Incr YES WB 0.43 Horz(CT) 0.05 9 n/a n/a BCDL 10.0 1 Code IBC2015/TPI2014 (Matrix) I Weight:181 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-7-5 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G end verticals. WEBS 2x4 DF Std G*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 4-11:2x4 DF No.1&Btr G 6-0-0 oc bracing:12-13. SLIDER Right 2x4 DF Std-G 2-0-15 WEBS 1 Row at midpt 3-11,6-11 MiTek recommends that Stabilizers and required cross bracing j be installed during truss erection,in accordance with Stabilizer Installation g u ide,. REACTIONS. (lb/size) 9=1251/Mechanical,13=1362/0-5-8 Max Horz 13=-387(LC 8) Max Uplift9=-266(LC 11),13=-286(LC 10) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-14=-1214/296,3-14=-1078/323,3-15=-1098/376,415=-973/390,4-16=-968/392, 5-16=-971/378,5-6=-1100/364,6-7=-1572/373,7-17=-1691/450,8-17=-1752/449, 8-9=-1811/441,2-13=-1303/378 BOT CHORD 12-13=-320/368,12-18=-205/1100,11-18=-205/1100,11-19=-115/1218,10-19=-115/1218, 9-10=-285/1413 WEBS 3-12=-253/135,3-11=-301/246,4-11=-226/781,6-11=-716/341,6-10=0/373, 7-10=-256/238,2-12=-114/1000 NOTES- �_co PROFFS 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS Co G1 N4-A„,c cS, (envelope)automatic zone and C-C Exterior(2)-1-6-0 to 1-6-0,Interior(1)1-6-0 to 10-3-0,Exterior(2)10-3-0 to 13-3-0,Interior(1)16-3-0 ,\ �. 0 to 27-0-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for 2 �� reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 :9200PE 9r 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 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. ,cr. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will �/ �q OREGON Q10 (/ fit between the bottom chord and any other members,with BCDL=10.0psf. G p, l 6)A plate rating reduction of 20%has been applied for the green lumber members. Q y 4 2.°N -`- 7)Refer to girder(s)for truss to truss connections. r Q* 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)9=266, �`R R I�„\- 13=286. 9)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. EXPIRES: 12/31/2017 August 23,2017 li ..r. I AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.1W03/2015 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. Bradng indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing ' MiTek* li is always required for stability and to prevent collapse 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 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 T e Yp Qty ,Ply 'Mission Homes ' K3592302' B1702525 A05 I Common 4 1 1 Job Reference Optional) ProBuild Beaverton Truss,r Beaverton,OR 97007 7.640 s Aug 16 2017 MiTek Industries,Inc. Wed Aug 23 12:28:31 2017 Page 1 ID:Ni6OGKtXMi?j4YYdKA18m7ytYhO-vY71w0F H1s8?66dLIInDdQ9Nval5S5u6rIBNjykyKk I,-6-01 6-7-8 I 13-3-0 I19-10-8_ I 26-6-0 , 30-0-0 131-10-3 1-6-0 6-7-8 6-7-8 6-7-8 6-7-8 3-6-0 1-10-8 4x4 - Scale=1:73.3 4 r I 16 17 8.00112 3x6"i 3x6 O 3x6'� 3 5 r• 6 vI 4 35 / 4x6' 7 1 N15 ci 6 q 14 13 19 12 20 11 *10 2x4 I, 3x6 -- 3x8 -._ 5x8-- 8x8 -- I 63=8 I 13-3-0__ 19-10-8 I 30-0.0 I - _--__ __.- ---- --_-. 6-7-8 ....--- 6-7-8 _-- - --. 6-7-8-__-.__ 10-1-8 Plate Offsets(X,Y)-- j2:0-2-15,0-2-0U1 [11:0-4-0,0-3-4] LOADING(psf) SPACING- 2-0-0 CSI. I DEFL. in (loc) 1/deft L/d , PLATES GRIP TCLL 25.0 Plate Gri DOL (Roof Snow=25.0) p 1.15 TC 0.70 Vert(LL) -0.20 10-11 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.53 Vert(CT) -0.60 10-11 >591 180 BCLL 0.0 Rep Stress Incr YES WB 0.48 Horz(CT) 0.05 10 n/a n/a Code IBC2015/TP12014 (Matrix) Weight:187 lb FT=20% BCDL 10.0 9 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G end verticals. WEBS 2x4 DF Std G*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 4-12:2x4 DF No.1&Btr G 6-0-0 oc bracing:13-14. WEBS 1 Row at midpt 3-12,5-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide, REACTIONS. (Ib/size) 14=1352/0-5-8,10=1379/0-5-8 Max Horz 14=-412(LC 8) Max Uplift14=-284(LC 10),10=-327(LC 11) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-15=-1203/288,3-15=-1067/315,3-16=-1082/367,4-16=-958/381,4-17=-957/382, 5-17=-1084/368,5-6=-1301/348,6-7=-1543/346,7-18=-413/63,8-18=-436/44, 2-14=-1293/370,8-10=-336/74 BOT CHORD 13-14=-341/393,13-19=-180/1111,12-19=-180/1111,12-20=-85/1208,11-20=-85/1208, 10-11=-241/1300 WEBS 3-12=-305/246,4-12=-216/773,5-12=-696/329,5-11=0/370,2-13=-110/990, 7-10=-1474/541 NOTES- �_c o P R OFFS 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS �� G�N� .o (envelope)automatic zone and C-C Exterior(2)-1-6-0 to 1-6-0,Interior(1)1-6-0 to 10-3-0,Exterior(2)10-3-0 to 13-3-0,Interior(1)16-3-0 �\ ,NA Fig O2 to 28-10-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ��4 :9200P E 91' 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 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. i1111111 . 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 0 Cr 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 -9 OREGON 44 fit between the bottom chord and any other members,with BCDL=10.0psf. 4- 4-> tx A. 6)A plate rating reduction of 20%has been applied for the green lumber members. /O -? ' i 4 2O4 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)14=284, /[ Qj 10=327. "% R RIO- 8) '``8)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. EXPIRES: 12/31/2017 August 23,2017 1 AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. ��" I Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall l building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing i 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 BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 JobTruss Truss Type Qty Ply Mission Homes B1702525 A06 Roof Special 2 1 P j K3592303 I {i Job Reference o tional J ProBuild Beaverton Truss Beaverton,OR 97007 7.640 s Aug 16 2017 MiTek Industries,Inc. Wed Aug 23 12:28:32 2017 Page 1 ID:Ni6OGKIXMi?j4YYdKA18m7ytYhO-NIh77MGc2L_?dGhpv?polrzKUlwAgsG1 LV 1 kw9ykyKj r -0i 577-8- 4 13-3-0 i - 19-10-0 I 2441-0 _ 34-0 0 -I 1-6-0 6-7-8 6-7-8 6-7-0 5-1-0 5-1-0 4x4 -_ Scale=1:72.7 4 17 18 8.00 12 3x6 3x6:i 5 3x8�� e, 3 6 . 3x6�� 16 c1 -• — 1983x6 2 i 15 14 13 9 -r 4x12— 1 8x8=- 4x4 3x8 -- _ - Nto N 11 10 3x8 li 2x4 I I 3x8 -- 13-3-0 _ ,__ 1914-0 i 24-11-0 __-i 30-0-0 6-7-8 Plate Offsets LX,Y)-- 19:0-4-15,Edg��110 0-3-90-1-81,115:Edge,0 6-1) LOA 6-7-$ 6-7-0 5-1-0 5-1-0 SPACING- 2-0-0 0 0 CSI. _ - TCLL 25.0 LOADING(psf) 1 DEFL. in (loc) I/deft lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.68 Vert(LL) -0.09 12 >999 240 MT20 220/195 TCDL 7,0 Lumber DOL 1.15 BC 0.55 Vert(CT) -0.29 12-13 >999 180 BCLL 1.0.0 Rep Stress Incr YES WB 0.67 Horz(CT) 0.11 9 n/a n/a BCDL Code IBC2015/TPI2014 (Matrix) Weight:176 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-2-13 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G*Except* end verticals. 6-11:2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 DF Std G 6-0-0 oc bracing:14-15. SLIDER Right 2x4 DF Std-G 3-0-6 WEBS 1 Row at midpt 3-13,6-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. 1 REACTIONS. (lb/size) 9=1251/Mechanical,15=1362/0-5-8 Max Horz 15=324(LC 9) Max Uplift9=-284(LC 11),15=-294(LC 10) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-16=-1742/325,3-16=-1535/352,3-17=-1344/356,4-17=-1215/370,4-18=-1213/368, 5-18=-1217/354,5-6=-1346/340,6-7=-2248/464,7-19=-1711/406,8-19=-1733/396, 8-9=-1827/391,2-15=-1296/379 BOT CHORD 14-15=-285/571,13-14=-261/1376,12-13=-181/1832,6-12=-72/691,9-10=-226/1390 WEBS 3-13=-483/286,4-13=-197/955,6-13=-1005/398,10-12=-241/1524,7-12=-15/442, 7-10=-584/164,2-14=-103/993 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS REO PROFES (envelope)automatic zone and C-C Exterior(2)-1-6-0 to 1-6-0,Interior(1)1-6-0 to 10-3-0,Exterior(2)10-3-0 to 13-3-0,Interior(1)16-3-0 Co G E 1-/ to 27-0-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for G• ' ' I N Fig O reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ?i 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 89200 P E. - 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will Q •r PP eAr . Ct- fit between the bottom chord and any other members. yL ,1„, O- ON �, 6)A plate rating reduction of 20%has been applied for the green lumber members. -„! L 7)Refer to girder(s)for truss to truss connections. /, ---4).- 1 4 2Q� Q+ 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)9=284, ,0 15=294. SFRAIL'- 9)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. EXPIRES: 12/31/2017 August 23,2017 *WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. �* Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the i fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,058-89 and BCSI Building Component 250 Klug Circle ' Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. I Corona,CA 92880 I Job Truss Truss Type Qty 'Ply I Mission Homes K3592304 B1702525 A07 ROOF SPECIAL STRUCTU 1 1 I [Job Reference(optional) ProBuild Beaverton Truss, Beaverton,OR 97007 7.640 s Aug 16 2017 MiTek Industries,Inc. Wed Aug 23 12:28:33 2017 Page 1 I D:Ni6OGKtXMi?j4YYdKA18m7ytYhO-rxFVLiG Epe7sEQGOTjKFI2 WxaiK8ZIQBZ9nHScykyKi F1§-01 8-7-8 ' 13-3-0 I 19-108 i 2411-0 1 30-08- I 1-6-0 6-7-8 6-7-8 6-7-0 5-1-0 5-1-0 4x6 Scale=1:75.3 4 8.00 x,12 3x6 Q 3x6 G 5 3x6 e4 3 6 v _, 4x6 �� 7 2 3x4 Q _. _ to -: 12 15 14 13 5x12 -- I, R 10x10 -- 6x6 _ 3x8 \-' 'v rn rsi ; 11 10 3x8 11 2x4 11 5x6 --- I 6.7.8 j- 13.3-0 i 19-198 24-108 -24-110- - 308-0- ..___ 67--86-78 _.._. 6-7-0 _.. 5-0-8 0-0-8__ 5-1-0 Plate Offsets(X Y)- [9:0-4-15,Ed�c e],[10:0-3-0.0-3-41,[15:0-4 6,Edoe] 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 0.53 Vert(LL) 0.06 13-14 >999 240 MT20 220/195 TCDL 7,0 Lumber DOL 1.15 BC 0.31 Vert(CT) -0.16 12-13 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.74 Horz(CT) 0.05 10 n/a n/a BCDL 10.0 Code IBC2015/TP12014 (Matrix) Weight:176 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-8-12 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G*Except* end verticals. 6-11:2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 DF Std G*Except* WEBS 1 Row at midpt 3-13,6-13,2-14 2-15:2x6 DF No.2 — - SLIDER Right 2x4 DF Std-G 3-0-6 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer -Install of guide. REACTIONS. All bearings 5-1-8 except(jt=length)15=0-5-8. (Ib)- Max Horz 15=325(LC 9) Max Uplift All uplift 100 lb or less at joint(s)except 9=-881(LC 35),15=-1674(LC 32),10=-1672(LC 35) Max Gray All reactions 250 lb or less at joint(s)except 9=825(LC 30),15=2053(LC 49),10=2430(LC 50),10=1516(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2814/2466,3-4=-1720/1489,4-5=-1119/830,5-6=-1682/1438,6-7=-2256/2100, 7-8=-768/997,8-9=-1251/1446,2-15=-1983/1697 BOT CHORD 14-15=-1027/1202,13-14=-1101/1733,12-13=-840/1258,11-12=-344/408,6-12=-443/362, 10-11=-748/742,9-10=-1051/1023 WEBS 3-14=-105/291,3-13=-623/454,4-13=-173/536,6-13=-400/485,10-12=-747/640, 7-12=-1461/1936,7-10=-1999/1461,2-14=-1653/1947 ���Eo PRofFss NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS �GNG�NFF,9 �' (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for c....`0 2,9 members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 :9200P E r 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 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. 411111 . 4)This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. . iz- 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 -y` OREGON AI's fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 4 Y Z�\ i- 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 881 lb uplift at joint 9,1674 lb uplift at joint O/1/ R c 14' �Q' 15 and 1672 lb uplift at joint 10. MR R 1-x_ 8)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. 9)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. EXPIRES: 12/31/2017 August 23,2017 AWARNING-Verify design �� rift' g parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. ��. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty IPly I Mission Homes B1702525 B01 GABLE 1 1 Job Reference{options ! ProBuild Beaverton Truss. Beaverton,OR 97007 7.640 s Aug 16 2017 MiTek Industries,Inc. Wed Aug 23 12:28:35 2017 Page 1 ID:Ni6OGKtXMi?j4YYdKA18m7ytYhO-nKMGmOIVLGNaUkQOa8NjNTbwzW3g1 MmU1TGOXUykyKg 1-1 b-0 12-8-0 5-4 2 -0 27-21 I 12-8-0 1-10-8 4x4 --- Scale=1:59.6 11 10 12 g I 13 8.00 112 8j ! 14 7 15 T 6 16 j oil 5 1 17 / 418 2 20 i i 1 1 4 1J xxx-xxx xxxB 01 g,gxxx tRIxx� h 1 101 11, 0 p • 2,1� / x.xx�-xx_=rxxxx .xxx=x:xxx�sd 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 3x8 I1 5x6 3x8 I __.- ___ 25-4-0 25-4-0 Plate Offsets(X,Y)-- 122:0-4-4,0-1-8,1,133:0-31,0-3-0),[400-4-4,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.34 Vert(LL) 0.02 21 n/r 90 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.05 Vert(CT) 0.01 21 n/r 120 TCDL 7.0 Rep Stress Incr YES WB 0.11 Horz(CT) 0.01 22 n/a n/a BCLL 0.0 Code IBC2015/TPI2014 )(Matrix BCDL 10.0 Weight:199 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G end verticals. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 DF Std G WEBS 1 Row at midpt 11-31 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer L lnsta-IlaW_nguide--- REACTIONS. All bearings 25-4-0. (Ib)- Max Horz 40=-298(LC 8) Max Uplift All uplift 100 lb or less at joint(s)22,32,33,34,35,36,37,38,30, 29,28,27,26,25,24 except 40=-116(LC 6),39=-134(LC 10),23=-114(LC 16) Max Gray All reactions 250 lb or less at joint(s)40,31,32,33,34,35,36,37, 38,39,30,29,28,27,26,25,24,23 except 22=334(LC 16) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 10-11=-256/269,11-12=-256/269,20-22=-292/139 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry __EO P R OFFS Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. �` G'NE -- 3)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 r\ ,N E9 C 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 -v non-concurrent with other live loads. 89200P E �' 5)All plates are 2x4 MT20 unless otherwise indicated. 6)Gable requires continuous bottom chord bearing. "011. 7)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). .. - 8)Gable studs spaced at 1-4-0 oc. -- IP ‘ct lh����� 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. -9 OREGON 44/ 10)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will - -'...1} j ,t), .c.fit between the bottom chord and any other members. /O '1 14 2.0 s 4 11)A plate rating reduction of 20%has been applied for the green lumber members. c 12)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)22,32,33,34,35, M`R R fj L\- 36,37,38,30,29,28,27,26,25,24 except(jt=lb)40=116,39=134,23=114. 13)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. EXPIRES: 12/31/2017 August 23,2017 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 Mir a truss system.Before use,the 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 ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle 1 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 K3592306 B1702525 B02 Common 2 1 1 Job Reference(optional) I ProBuild Beaverton Truss, Beaverton,OR 97007 7.640 s Aug 16 2017 MiTek Industries,Inc. Wed Aug 23 12:28:35 2017 Page 1 ID:Ni6OGKtXMi?j4YYd KA18m7ytYhO-nKMGmOI VLGNaUkQOa8NjNTbseWzg18RU1 TGOXUykyKg 1 0I - 25-4D 27-2$ i 1-6-0 6-4-0 12-8-0- -... 16944-0 _ I_-.. 6-4-0 1-10-8 4x6 H Scale=1:60.8 4 il14 )1101, 8.00 12 4x4 i 4x4,� o, 3 5 II 8x8 O 13 8V. x8'1,:.`16 2 6 o 12, _ -_ ._.11 10.. 17 _. 18 9. -. ---- - 7 ,6 o 8 3x4 3x6 3x4 I 8-5-5 I _16-10-11 I25-44 I 8-5-5 8-5-5 8-8.5 Plate Offsets()(,Y)- {2:0-O-12 0-5-4],16:0-0-12,0-5A LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.62 Vert(LL) -0.20 9-11 >999 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.43 Vert(CT) -0.33 9-11 >922 180 TCDL 7.0 Rep Stress Incr YES WB 0.97 Horz(CT) 0.04 8 n/a n/a BCLL 0.0 * Code IBC2015/TP12014 (Matrix) Weight:144 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-5-9 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G end verticals. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installationguide. REACTIONS. (lb/size) 8=1183/0-5-8,12=1155/0-5-8 Max Horz 12=-298(LC 8) Max Uplift8=-278(LC 11),12=-265(LC 10) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-13=-643/209,3-13=-600/234,3-14=-1258/360,4-14=-1156/374,4-15=-1152/369, 5-15=-1254/355,5-16=-620/198,6-16=-663/173,2-12=-544/273,6-8=-536/265 BOT CHORD 11-12=-271/1230,10-11=44/822,10-17=-44/822,17-18=-44/822,9-18=44/822, 8-9=-119/1067 WEBS 4-9=-203/613,5-9=-339/320,4-11=-207/619,3-11=-337/324,3-12=-935/161, 5-8=-966/228 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)automatic zone and C-C Exterior(2)-1-6-0 to 1-6-0,Interior(1)1-6-0 to 9-8-0,Exterior(2)9-8-0 to 12-8-0,Interior(1)15-8-0 to �� D P R 0 FS 24-2-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions E iC 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=1.1 e\5 ANG NFF,9 `r�p2 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 Ai '9 non-concurrent with other live loads. Q 89200PE 1-- 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will Aip/ ;! fit between the bottom chord and any other members,with BCDL=10.Opsf. OAP 6)A plate rating reduction of 20%has been applied for the green lumber members. O ir 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)8=278, �L OREGON �, 12=265. 1 8)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. /O ,/ 14 2,0\ P� � RR11-\- EXPIRES: 12/31/2017 August 23,2017 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 a truss system.Before use,the 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 ANSI1TPII 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 r Mission Homes K3592307 B1702525 iB03 Common 5 1 1 _ Job Reference(option ProBuild Beaverton Truss, Beaverton,OR 97007 7.640 s Aug 16 2017 MiTek Industries,Inc. Wed Aug 23 12:28:36 2017 Page 1 ID:Ni6OGKtXMi?j4YYdKA18m7ytYhO-GWwezkJ76ZVR5t_b8ruywh823wJJmcRdF7?x3wykyKf i-1-6-0 I 9-4 -t 12-8-0 I 18-9-4 24-10-8 ; 1-6-0 6-4-0 6-4-0 6-1-4 6-1-4 4)(6 I Scale=1:57.1 4 A 13 14 8.00 12 4x4 ' 4x4 Q 4.5 SII 3 9 , a 15 3x6 • 11 I'I 8x8�i 12 6 o- 2 l 1 1 , E ,- 11 10 9 16 17 8 7 3x4 --- 3x6 3x4 -- 3x6 -- $-0-016-7 0 24,10,8 8-3-8 8-3-8 8-3-8 Plate Offsettt(Y)-- F2:0-0- 0-54] 0-54] —_ TCLL 25.0 SPACING- NG DOL 1.15- CS 0.58 DEFL.Vert(LL) -0.18 (bc)8-10 >999 240 _-_ -.- LOADING(psf) SPACING- 2-0-0 CSI. in (loc) I/deft Lid PLATES GRIP rip (Roof Snow=25.0) MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.41 Vert(CT) -0.30 8-10 >972 180 BCLL 0.0 * Rep Stress Ina YES WB 0.92 Horz(CT) 0.04 7 n/a n/a BCDL 10.0 Weight:140 lb FT=20% Code IBC2015/TPI2014 (Matrix) LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-5-14 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G end verticals. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-7 r MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer 1 Installatiog n 'de. REACTIONS. (lb/size) 7=1029/Mechanical,11=1141/0-5-8 Max Horz 11=288(LC 9) Max Uplift7=-208(LC 11),11=-263(LC 10) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-12=-635/210,3-12=-592/236,3-13=-1246/372,413=-1142/386,4-14=-1089/382, 5-14=-1193/368,5-15=-297/164,6-15=-342/148,2-11=-539/274,6-7=-308/166 BOT CHORD 10-11=-294/1192,9-10=-68/781,9-16=-68/781,16-17=-68/781,8-17=-68/781, 7-8=-156/1005 WEBS 3-10=-341/326,4-10=-218/623,4-84196/572,5-8=-299/315,3-11=-919/163, 5-7=-1057/172 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS ��Ep PR Ore (envelope)automatic zone and C-C Exterior(2)-1-6-0 to 1-6-0,Interior(1)1-6-0 to 9-8-0,Exterior(2)9-8-0 to 12-8-0,Interior(1)15-8-0 to 21-8-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions Co G I N� so shown;Lumber DOL=1.60 plate grip DOL=1.60 ��\ N E9 O29 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 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 89200 P E r 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. `4r/ 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will , �/�^ fit between the bottom chord and any other members,with BCDL=10.Opsf. sr 6)A plate rating reduction of 20%has been applied for the green lumber members. - OREGON 1C7 7)Refer to girder(s)for truss to truss connections. L -j \�` 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)7=208, /� �,' 14 2.(..A.:\""11=263. lig 9)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. En R I VA- EXPIRES: 12/31/2017 August 23,2017 AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. NI" 'll 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 overallI, building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing WRAC is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see 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 JQty Ply 11 Mission Homes i K3592308 ,B1702525 I B04 Common 1 1 Job Reference(options* J ProBuild Beaverton Truss„ Beaverton,OR 97007 7.640 s Aug 16 2017 MiTek Industries,Inc. Wed Aug 23 12:28:37 2017 Page 1 I D:Ni6OGKtXMi?j4YYdKA18m7ytYhO-kiU0B4Klttdljl ZniYPBSugCmJfl V2kmUnlVbNykyKe 1-1-6-0 1 _ _ 6-4-9 I 12-8-0 i 19-0-0 I 25-4-0 1-6-0 6-4-0 6-4-0 6-4-0 6-4-0 4x6 I' Scale=1:60.3 I 4 13 14 8.00 112 4x4"--co4x4 3 5 qt of 15 %.' 1P \x8�� 8x8 6 2 csil, 04 . R 10 916 17 8 11 7 3x4 3x6-_- 3x4 $ 5 16-10-11 I25-4-0 85-5 _.._. _ -- 8-5-5 8-5-5 Plate Offsets IX Y)-- [2:0-0-12,0-5-4],(6:Edge,0-5-41 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.58 Vert(LL) -0.20 8-10 >999 240 I MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.43 Vert(CT) -0.33 8-10 >920 180 TCDL 7.0 Rep Stress Incr YES WB 0.98 Horz(CT) 0.04 7 n/a n/a BCLL 0.0 * Code IBC2015/TP12014 (Matrix) ' a BCDL 10.0 Weight:141 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-5-5 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G end verticals. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer 1 Installation guide- REACTIONS. (lb/size) 7=1048/0-5-8,11=1161/0-5-8 Max Horz 11=283(LC 7) Max Uplift7=-214(LC 11),11=-266(LC 10) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-12=-642/209,3-12=-599/234,3-13=-1267/372,4-13=-1161/386,4-14=-1172/398, 5-14=-1278/384,5-15=-449/195,6-15=-527/178,2-11=-544/273,6-7=-414/193 BOT CHORD 10-11=-298/1215,9-10=-71/806,9-16=-71/806,16-17=-71/806,8-17=-71/806, 7-8=-166/1094 WEBS 4-8=-216/635,5-8=-353/333,4-10=-208/619,3-10=-338/324,3-11=-943/171, 5-7=-980/164 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)automatic zone and C-C Exterior(2)-1-6-0 to 1-6-0,Interior(1)1-6-0 to 9-8-0,Exterior(2)9-8-0 to 12-8-0,Interior(1)15-8-0 to �� PR FS 22-2-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions F shown;Lumber DOL=1.60 plate grip DOL=1.60 'N �' 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 \� �NG �F9 /O2 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. 89200PE 5)This thas been designedesignfor a psf dottom chord lih load nonconcurrentl with any other live loads. / 5) This' truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. P's 6)A plate rating reduction of 20%has been applied for the green lumber members. w ....: 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)7=214, -yG OREGON 41 t)t ��/ 11=266. 8)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. /O '9 Y 14 Z° P4 MRRILA- EXPI RES: 12/31/2017 August 23,2017 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not " a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPI1 Quality Criteria,DSB-89 and BCSI Building Component 1 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. 1 Corona,CA 92880 Job 'Truss ITruss T e ty YP Q 1-PlyMission Homes L61702525 I B05 Roof Special 2 1 K3592309' 1Job Reference(optional) ProBuild Beaverton Truss, Beaverton,OR 97007 7.640 s Aug 16 2017 MiTek Industries,Inc. Wed Aug 23 12:28:37 2017 Page 1 I D:Ni6OGKIXMi?j4YYdKA18m7ytYhO-kiU0B4Klttdlj t ZniYPBSugCGJg2VAHmUnIVbNykyKe 1-1-6-0 I 6,4-0 1 12-84- t 19-10-0 25— •272$_, 1-6-0 6-4-0 6-4-0 7-2-0 5-6-0 1 1-10-8 4x4 -- Scale=1:70.4 • 4 Pt 8.00112 15 16 3x6-i of 3 3x8 o, 5 4x6 14 .. �' I 17 6 -- -- 10 12 11 5x8 -- ' co7 .7 4 13 8x8- 4x4-. 3x8 -- w ei 9 8 2x4 I I 3x4 - I 6-4.0_ 120 I 19-10-0 250 I 6-4-0 6-4-0 ---_ --. 7-2-0 _._.. 5-6-0 Plate Offsets(X,Y)-- (6:0-2-150-2-0j,110:0-6-0 0-2 4,j13:Edge,0-641_ TOL DING(psf) 5.0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.61 Vert(LL) -0.07 10-11 >999 240 MT20 220/195 TCDL 7.0 1 Lumber DOL 1.15 j BC 0.38 Vert(CT) -0.23 10-11 >999 180 BCLL 0.0 Rep Stress lncr YES WB 0.50 Horz(CT) 0.07 8 n/a n/a BCDL 10.0 i Code IBC2015/TPI2014 (Matrix) Weight:157 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-5-7 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G*Except* end verticals. 5-9:2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 DF Std G 6-0-0 oc bracing:12-13. WEBS 1 Row at midpt 5-11 MiTek recommends that Stabilizers and required cross bracing 1 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 13=1155/0-5-8,8=1183/0-5-8 Max Horz 13=369(LC 9) Max Uplift13=-263(LC 10),8=-276(LC 11) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-14=-1413/256,3-14=-1216/282,3-15=-1026/282,4-15=-907/296,4-16=-895/286, 5-16=-1048/271,5-17=-1239/294,6-17=-1405/272,2-13=-1093/334,6-8=-1126/329 BOT CHORD 12-13=-297/524,11-12=-202/1160,10-11=-177/1131 WEBS 3-11=-466/275,4-11=-120/648,5-11=-478/308,2-12=-59!779,6-10=-148/1102 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)automatic zone and C-C Exterior(2)-1-6-0 to 1-6-0,Interior(1)1-6-0 to 9-8-0,Exterior(2)9-8-0 to 12-8-0,Interior(1)15-8-0 to PR F 24-2-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ��C. E F ss 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 ,\5 ANG NFF,9 �Q2 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 '� „9 non-concurrent with other live loads. 89200PE �' 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will 4111.40109.--4.9. fit between the bottom chord and any other members. 461IP 6)A plate rating reduction of 20%has been applied for the green lumber members. O • SC 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)13=263, yL A OREGON ��(/ 8=276. -�7 8)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 76 '9Y 14 2C3�P-�-- MER R 11-N- EXPIRES: 12/31/2017 August 23,2017 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI-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 M iTeIC is always required for stability and to prevent collapse with 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 Component250 Klug Circle 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 K3592310 81702525 DO1 'GABLE 1 1 Job Reference(optional) ProBuild Beaverton Truss, Beaverton,OR 97007 7.640 s Aug 16 2017 MiTek Industries,Inc. Wed Aug 23 12:28:38 2017 Page 1 I D:Ni6OGKtXMi?j4YYdKA18m7ytYhO-Cv2000KNeB19LB8zGGwQ?6DSmj5YEkbwjRU27pykyKd [ A_§0 1 5_-_M1-6-0 5-8-0 2x4 I I Scale=1:27.6 5 2x4 4 8.00 12 2x4 I 3 a _c91 2 o r�XXXXXXXXXX` JXXX_XXLXXXXX 1 3x4 -- 2x4 81 2x4�, 62x4 II LOADING(pst) 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 0.31 Vert(LL) 0.01 1 n/r 90 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.04 Vert(CT) 0.00 1 n/r 120 BCLL 0.0 * Rep Stress Incr YES WB 0.04 Horz(CT) 0.00 6 n/a n/a Code IBC2015/TPI2014 (Matrix BCDL 10.0 ) Weight:31 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-8-0 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. OTHERS 2x4 DF Std G --_ --. - ---. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 5-8-0. (lb)- Max Horz 2=181(LC 7) Max Uplift All uplift 100 lb or less at joint(s)6,2,7,8 Max Gray All reactions 250 lb or less at joint(s)6,7,8 except 2=270(LC 16) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)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=1.1 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 non-concurrent with otherulive loads. ���ED PR OpFss 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 1-4-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. \� �NG NEF9 �2 8)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will 9 • fit between the bottom chord and any other members. �- :9200 P E r. 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)6,2,7,8. ` 11)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 12_ , OREGON AlV� /0 21 y 14 2p'� P-�. MRR11-k- e' EXPIRES: 12/31/2017 August 23,2017 AWARNING- design a�a� Verify g parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE, 11111 Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss 1Truss Type Qty Ply Mission Homes K3592311 B1702525 D02 Monopitch 7 1 Job Reference(optional_— ProBuild Beaverton Truss, Beaverton,OR 97007 7.640 s Aug 16 2017 MiTek Industries,Inc. Wed Aug 23 12:28:42 2017 Page 1 ID:Ni6OGKtXMi?j4YYdKA18m7ytYh0-4g HvEnNuhPFapoSkV6?M9y07fKPzAXFVe3SGGaykyKZ -1-6-0 X84_ L8-0 5-8-0 Scale=1:27.3 2x4 I I 4 3 8.00 1 12 8 II 7 2 L 1 6 3x4 - 2x4 115 5-84 5-8-0 SPA ING- -0-0 PaeCGripDOL 2115 TCI 0.31 LOADING(psf) TCLL 25.0 DEFL. in (loc) I/deft Ud PLATES GRIP (Roof Snow=25.0) Vert(LL) -0.03 2-6 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.20 Vert(CT) -0.10 2-6 >627 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 6 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 (Matrix) Weight:25 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-8-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G end verticals. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 6=222/Mechanical,2=345/0-5-8 Max Horz 2=181(LC 7) Max Uplift6=-91(LC 10),2=-92(LC 10) Max Grav6=247(LC 18),2=345(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)automatic zone and C-C Exterior(2)-1-6-0 to 1-6-0,Interior(1)1-6-0 to 2-8-0,Exterior(2)2-8-0 to 5-8-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 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 P R�FFss fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. �1 � �27)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 atjoint(s)6,2. x9G2 00PN E 9)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. yL , OREGON 4,/� /O y 14,2 ' RRILA- EXPIRES: 12/31/2017 August 23,2017 ', AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Ml Tek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job !Truss Truss Type Qty Ply I Mission Homes K3592312 B1702525 D03 I Monopitch 4 1 Job Reference(optional) ProBuild Beaverton Truss, Beaverton,OR 97007 7.640 s Aug 16 2017 MiTek Industries,Inc. Wed Aug 23 12:28:42 2017 Page 1 ID:Ni60GKU(Mi ` ?j4YYdKA18m7ytYh0-4gHvEnNuhPFapoSkV6?M9y08gKSUAXFVe3SGGaykyKZ I -1-6-0 3-04__ i 1-6-0 3-0-0 Scale=1:17.8 2x4 'I 4 3 8.00 12 ; N 2 {j ® 6 1 I 3x4 ' 5 2x4 30-0 3-0-0 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 0.25 Vert(LL) -0.00 2-6 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.04 Vert(CT) -0.01 2-6 >999 180 BCLL 0.0 Rep Stress Ina YES WB 0.00 Horz(CT) 0.00 6 n/a n/a BCDL 10.0 Code IBC2015/TP12014 (Matrix) Weight:14 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G end verticals. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation_vide. REACTIONS. (lb/size) 6=91/Mechanical,2=253/0-5-8 Max Horz 2=103(LC 7) Max Uplift6=-32(LC 10),2=-85(LC 10) Max Gray 6=106(LC 18),2=307(LC 16) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)automatic zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will � D P R S fit between the bottom chord and any other members. �E OFF 6)A plate rating reduction of 20%has been applied for the green lumber members. N:.7 8) �NG�NE9 s/O 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6,2. '9 9)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. Q 89200PE . 1 AlliP4111.1110.7 918 SC. "374. 40, Ix X41/ /OL9 y 14,2°\ P+ MFR R 10- e' EXPIRES: 12/31/2017 August 23,2017 AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE A91-7473 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 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 Mission Homes ' K3592313' B1702525 E01 GABLE 1 1 Job Reference(optional) ProBuild Beaverton Truss, Beaverton,OR 97007 7.640 s Aug 16 2017 MiTek Industries,Inc. Wed Aug 23 12:28:43 2017 Page 1 I D:Ni6OGKtXMi?j4YYdKA18m7ytYhO-YsrHR7O WSjNRRy1 x2p Wbi9wlukozv_IfsiCppOykyKY F -1 -0 i A-6-0 -1 9-Q-0 10E-0 1 1-6-0 4-6-0 4-6-0 1-6-0 4x4 -- Scale=1:31.4 5 r 4 6 10.00 112 1-13 7 I 2 8 oil "I dr dr v 1 CX2SXXxAX7S?S=SxXX7Sx2SXXXX2XXX7S2S2Sg� 9 16 15 14 13 12 11 10 3x8 '' 3x8 II F 9-0-0 1 9-0-0 Plate Off sets(X,Y)- j10:0-4-4,0-1-8],F16:0-4-4,113] LOADING(psf) TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.28 Vert(LL) 0.01 9 n/r 90 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.03 Vert(CT) 0.01 9 n/r 120 Rep Stress Incr YES WB 0.05 Horz(CT) 0.00 10 n/a n/a BCLL 0.0 BCDL 10.0 * Code IBC2015/TPI2014 (Matrix) Weight:53 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 9-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G end verticals. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 DF Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. I REACTIONS. All bearings 9-0-0. (Ib)- Max Horz 16=167(LC 9) Max Uplift All uplift 100 lb or less at joint(s)16,10,14,15,12,11 Max Gray All reactions 250 lb or less at joint(s)16,10,13,14,15,12,11 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)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=1.1 4)This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs �,ED PR OFFS non-concurrent with other live loads. 55)All plates are 2x4 MT20 unless otherwise indicated. ANG 1 N�F9 so Gable requires continuous bottom chord bearing. Q2 7)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 'V .9 8)Gable studs spaced at 1-4-0 oc. Q 89200PE 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 11)A plate rating reduction of 20%has been applied for the green lumber members. 'ai Lz- 12)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)16,10,14,15,12, -y OR EGON 4(/ 1 13)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. GHQ„.1.4, /11R Y 14 2°�P'�. R 11—‘- EXPIRES: 12/31/2017 August 23,2017 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 mit a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSITfP11 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 Truss Type Qty Ply Mission Homes 5 B1702525 ProBu ld Beaverton Truss. E02Beaverton,OR 97007 Common 1 t 7.640 s Aug 16 2017 MiTek Industries,Inc. Wed Aug 23 12:28:43 2017Page 1 ID:Ni6OGKtXMi?j4YYdKA18m7ytYhO-YSrHR7O WSjNRRy1 x2pwbi9wJOknevzFfsiCppOykyKY -1-6-0- 4-6-0 { 2-0-0 10-6-0 { 1-6-0 4-6-0 _..... 4-6-0 1-6-0 4x4-- Scale=1:31.5 3 I 10.00 112 'T aw 2 4 6 io, , 5 1 _-- - -_ - 7 I 8 8x8 6 4x8 8x8 = 4 ,0 9.0-0 4-6-0 4-6-0 Plate Offsets(X,Y)-- 16:Edge 0-6-5],18 Edge,0-6-51 LOADING(psf) Plate CING DOL 2-.010 CTCI 0.25 . -_- TOLL 25.0 DEFL. in (loc) I/deft Lid PLATES GRIP (Roof Snow=25.0) Vert(LL) -0.01 6-7 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.11 Vert(CT) -0.02 6-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(CT) -0.00 6 n/a n/a * Code IBC2015/TP12014 g (Matrix) Weight:52 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G end verticals. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8=471/0-5-8,6=471/0-5-8 Max Horz 8=167(LC 9) Max Uplift8=-120(LC 10),6=-120(LC 11) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-336/86,3-4=-336/86,2-8=-437/232,4-6=-437/232 NOTES- 1)Wind:ASCE 7-10;Vult=l40mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)automatic zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TOLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 14.0 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. P R 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 �la 0 OFes fit between the bottom chord and any other members. s t.9/3_6)A plate rating reduction of 20%has been applied for the green lumber members. �'NG N EF9 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)8=120, 6=120. Q :9200PE r 8)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. -72... 40,OREGON �lV� /O :9 y 14 2C3\ P-E- MRR11-� ' EXPIRES: 12/31/2017 August 23,2017 ... A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 5111-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not ^ a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mitek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 1 1Job Truss Truss Type Qty Ply i Mission Homes 1 K3592315 61702525 /'E03 Common Girder 1 (P 9 Jo Reference o - - - - � s Aug 16 2017 MiTek Industries,Inc. Wed Aug 23 12:28:46 2017 Pae 1 ID:Ni6OGKtXMOj4YYdbKA18m7ytYhO-zRXQ39ROIel01QIWk 31 oY syi6C 5ZgQTPLykyK ProBuild Beaverton Truss, Beaverton,OR 97007 4-6-0 V I _- -_ - -I __ -_ 9-0-0 I 4-6-0 4-6-0 4x4 I I Scale=1:31.5 3 10.00 112 i I 3x4,i 3x4 O v1 2 4 ‘‘c2-? • 4 5 1 I csj �w liti i1 'l 1 . 111- [111 16 .i' 7 8 6 9 10 O' 3x8 1 I LUS26 3x10 LUS26 3x8 'I LUS26 LUS26 LUS26 94 I__ 9__!-0 - Plate Offsets(X,Y)-_11:0-24,Q-1-31,15:0- 0-1-3;28 4-6-0 _.. __... 4-6-0 . LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.36 Vert(LL) -0.03 5-6 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.56 Vert(CT) -0.07 5-6 >999 180 TCDL 7.0 Rep Stress Incr NO WB 0.60 Horz(CT) 0.01 5 n/a n/a BCLL 0.0 * Code IBC2015/TP12014 (Matrix) Weight:97 lb _ FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x6 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Std G SLIDER Left 2x4 DF Std-G 2-9-5,Right 2x4 DF Std-G 2-9-5 REACTIONS. (lb/size) 1=3131/0-5-8,5=2645/0-5-8 Max Horz 1=118(LC 22) Max Uplift1=-658(LC 8),5=-560(LC 9) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-2222/477,2-3=-2150/494,3-4=-2150/494,4-5=-2222/477 BOT CHORD 1-7=-304/1548,7-8=-304/1548,6-8=-304/1548,6-9=-304/1548,9-10=-304/1548, 5-10=-304/1548 WEBS 3-6=-514/2698 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-8-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. ,s7,ED P R OFF 3)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS ,G tS (envelope)automatic zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 �GJ� �NG NF�9 s�0 4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 ?j 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ___*-4./ � 89200P E 91' 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit atati the bottom chordf and anyb been members.t / 7)A plate rating reduction of 20%has been applied for the green lumber members. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)1=658, w ' 5=560. CC 9)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 7L 4,OREGON 1tel(/ 10)Use Simpson Strong-Tie LUS26(4-SD9112 Girder,4-SD9212 Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max.starting /Q '9 14 Z '` T at 0-2-12 from the left end to 8-0-12 to connect truss(es)to back face of bottom chord. P Q' 11)Fill all nail holes where hanger is in contact with lumber. ��R R 10- LOAD CASE(S) Standard EXPIRES: 12/31/2017 Continued on page 2 August 23,2017 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE Mil-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the budding designer must verify the applicability of design parameters and properly incorporate this design into the overall budding design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing 'T tY�Aek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the Mak" fabrication storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component , 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type !Qty Ply J Mission Homes 181702525 E03 Common Girder 1 K3592315 [_ __— 2 'Job Reference(optional) ProBuild Beaverton Truss, Beaverton,OR 97007 7.640 s Aug 16 2017 MiTek Industries,Inc. Wed Aug 23 12:28:46 2017 Page 2 I D:Ni6OGKtXMi?j4YYdKA18m7ytYhO-zRXQ39ROIe101QIWkx3I KoYosyil6Cx5ZgQTPLykyKV LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-64,3-5=-64,1-5=-20 Concentrated Loads(Ib) Vert:1=-1020(B)7=-1009(B)8=-1009(B)9=-1009(B)10=-1012(B) • • • r.. AWARNING-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 Infonnation available from Truss Plate Institute,216 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss ,Truss Type Qty Ply Mission Homes 1 ,81702525 1 ProBuild Beaverton Truss, F01 GABLE 1 ' 1Job Reference foptionaj) , Beaverton,OR 9700077 7.640 s I ug 16 2017 MiTek Industries,Inc. Wed Aug 23 12:28:47 20175Page61 I D:Ni6OGKtXMi?j4YYdKA18m7ytYhO-Rd5oHVROWyttwaKiHfbXs?5t1 L8UroUFnKA1 yoykyKU -1-63)_ 66-9-0 13-6-0 _15-00 1-6-0 6-9-0 6-9-0 1-6-0 4x6 I i Scale=1:41.6 3 10.00 R2 N 0/1 I' , ' I 4 A 5 to 16 15 14 13 12 11 10 9 8 7 6 3x10 11 3x10 11 1360 13-6-0 Plate Offsets X.,Y) 16:0-3-9,Edge],116:0-3-9,Edge] LOADING(psf) 5.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.72 Vert(LL) -0.04 5 n/r 90 MT20 220/195 TCDL 7,0 Lumber DOL 1.15 BC 0.18 Vert(CT) -0.03 5 n/r 120 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 6 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 (Matrix) Weight:91 lb FT=20% 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. OTHERS 2x4 DF Std G — _ --- I MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer I Installation guide. REACTIONS. All bearings 13-6-0. (Ib)- Max Horz 16=220(LC 9) Max Uplift All uplift 100 lb or less at joint(s)14,8 except 16=-123(LC 11), 6=-122(LC 10),15=-207(LC 10),7=-207(LC 11) Max Gray All reactions 250 lb or less at joint(s)11,12,13,14,15,10,9,8,7 except 16=511(LC 1),6=511(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-16=-528/329,2-3=-449/191,3-4=-449/191,4-6=-528/329 BOT CHORD 15-16=-55/273,14-15=-55/273,13-14=-55/273,12-13=-55/273,11-12=-55/273, 10-11=-55/273,9-10=-55/273,8-9=-55/273,7-8=-55/273,6-7=-55/273 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ,R,,ED PR°PF 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 cn G N� 9— Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. N Q 3)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 _400r:_,,,-, � 2"9 4)This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs Q 89200P E non-concurrent with other live loads. 5)All plates are 2x4 MT20 unless otherwise indicated. 6)Gable requires continuous bottom chord bearing. 7)Gable studs spaced at 1-4-0 oc. Q �' 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. SC OREGON 44/ 9)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will �� .4_ gyp` k fit between the bottom chord and any other members,with BCDL=10.0psf. 2O '9)_ 14 2O P.fr 10)A plate rating reduction of 20%has been applied for the green lumber members. /1// R1910, 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)14,8 except(jt=lb) 16=123,6=122,15=207,7=207. 12)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. EXPIRES: 12/31/2017 August 23,2017 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 lir a truss system.Before use,the 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 ANSVTPft 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 IJob I Truss i Truss Type Qty r Ply-lI Mission Homes I K3592317 B1702525 F02 ,Common j1 1 —__ 1_ Job Reference(optiona0 ProBuild Beaverton Truss, Beaverton,OR 97007 7.640 s Aug 16 2017 MiTek Industries,Inc. Wed Aug 23 12:28:48 2017 Page 1 I D:Ni6OGKtXMi?j4YYdKA18m7ytYhO-vgfAUgSfHF?kXjvurM6mPDe091SkaBk00_vaUEykyKT 11-0-0 � 63r9 1 9-0 46-__ Scale=1:40.4 !!3 I, 10.00 I12 9 10 NI 11 in 71ihB Bxa - 8x8 1 I 4 2 - - o 7 5 4x8- I Sx,99 13-6-4 I 6-9-0 - - 6-9-0 Plate Offsets LX,Y)- J2:Edge,06-51 t4_Edge,0-6-5] LOLL LOADING(psf)25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.89 1 Vert(LL) -0.03 6-7 >999 240 1 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 i BC 0.24 Vert(CT) -0.09 6-7 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.26 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code IBC2015/TP12014 (Matrix) Weight:72 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G end verticals. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing i be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 7=667/0-5-8,5=548/0-5-8 Max Horz 7=207(LC 9) Max Uplift7=-156(LC 10),5=-102(LC 11) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-8=-579/125,8-9=-434/141,3-9=-432/157,3-10=-422/144,10-11=-434/126, 4-11=-569/125,2-7=-610/280,4-5=-491/176 BOT CHORD 6-7=-407/535,5-6=-228/344 WEBS 3-6=0/291,2-6=-337/395,4-6=-171/298 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)automatic zone and C-C Exterior(2)-1-6-0 to 1-6-0,Interior(1)1-6-0 to 3-9-0,Exterior(2)3-9-0 to 6-9-0,Interior(1)9-9-0 to 10-4-3 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 ��ED P R p�rFiS 3)This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs JG�� �c1NE �'/ �\ F9 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. (V "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 4 .. 89200PE 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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)7=156, 4r ,�./�^ 5=102. vir 8)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. -9L OREGON X43 < OMY 14,2°� 4 FR RIO- EXPIRES: IO- EXPIRES: 12/31/2017 August 23,2017 ,' WARNING-Verify design �� A Iy g parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.1W03/2015 BEFORE USE. �� Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not * a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing ' MiTek" is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TEM Quality Criteria,DSB-89 and SCSI Building Component 250 Flag 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 I Qty Ply 1 Mission Homes K3592318, B1702525 F03 Common Girder II Job Reference1optional i ProBuild Beaverton Truss, Beaverton,OR 97007 7.640 s Aug 16 2017 MiTek Industries,Inc. Wed Aug 2312:28:49 2017 Page 1 t ID:Ni6OGKtXMi?j4YYdKA18m7ytYhO-NOCYiATH2Z8b9tU4P4d?xQAJa9huJZ9XFef7OgykyKS I 3-4-6 6-9-0 l ]Q- { 13-6-0 3-4-8 3-4-8 3-4-8 3-4-8 4x8 11 Scale=1:42.1 44$ 10.00 112 2x4\\ 2x4 // 3 5 'i v. • 3x8 3x8 2 6 1 "I % 7 .►_ _.-. . r- g oi • i b.41 S 10 11 9 12 13 8 14 1540. 4x8 ` LUS26 8x8 =-- LUS26 LUS26 8x8'-- 4x12 LUS26 LUS26 LUS26 1 46-0 f _M,0 113-0,0 4-6-0 4-6-0 4-6-0 Plate Offsets(X,Y)-- I7:Edge,0-1-12j,I8:0 4-0 0-4-8J,f9 0 4-0,0-4-� 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 0.33 Vert(LL) -0.05 8-9 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.70 Vert(CT) -0.12 8-9 >999 180 BCLL 0.0 * Rep Stress Incl NO WB 0.63 Horz(CT) 0.02 7 n/a n/a I BCDL 10.0 Code IBC2015/TPI2014 (Matrix) Weight:168 lb FT=20% 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 2x6 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Std G SLIDER Left 2x4 DF No.1&Btr-G 2-0-12,Right 2x4 DF Std-G 2-0-12 REACTIONS. (lb/size) 1=4064/0-5-8,7=4417/0-5-8 Max Horz 1=171(LC 20) Max Uplift1=-924(LC 8),7=-982(LC 9) FORCES. (Pb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-4561/1031,2-3=-4528/1056,3-4=-4388/1102,4-5=-4424/1096,5-6=-4557/1048, 6-7=-4587/1023 BOT CHORD 1-10=-799/3305,10-11=-799/3305,9-11=-799/3305,9-12=-503/2387,12-13=-503/2387, 8-13=-503/2387,8-14=-718/3339,14-15=-718/3339,7-15=-718/3339 WEBS 4-8=-730/2849,5-8=-200/325,4-9=-744/2773,3-9=-202/334 NOTES- 1)2-ply truss to be connected together with 10d(0.131'x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-7-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply �F 0 P R OFF connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. '<<C s�' 3)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS 5 �NG�NEF,q �p (envelope)automatic zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 ��� 29 4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 89200P E 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. / r,e.,/�/ 7)A plate rating reduction of 20%has been applied for the green lumber members. AP 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)1=924, �L OREGON X44/ 7=982. 9)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. /O .4 1 4 10)Use Simpson Strong-Tie LUS26(4-SD9212 Girder,4-SD9212 Truss)or equivalent spaced at 2-0-0 oc max.starting at 2-0-12 from the Y jZO�Q� left end to 12-0-12 to connect truss(es)to back face of bottom chord. 41 R 11-`' 11)Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard EXPIRES: 12/31/2017 Continued on page 2 August 23,2017 1 I WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. mut 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 MiTele is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the �,, fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIIIPI1 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 FTruss Type QtyPly Mission Homes K3592318 , , B1702525 F03 Common Girder :1 Aug 16 2017 ID:Ni6OGKIOCMi?j�YdKA18m7ytY OTNOCYiA H2Z8b9tU4P4d?xQAJa9huJZ9XFef70gykyK 1 t Job Reference(optional) ProBuild Beaverton Truss, Beaverton,OR 97007 ek Industries,Inc. Wed Aug 23 12:28:49 2017 Page 2 r , S LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-4=-64,4-7=-64,1-7=-20 Concentrated Loads(Ib) Vert:10=-1231(B)11=-1231(B)12=-1231(B)13=-1231(B)14=-1231(B)15=-1231(B) A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not int a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job (Truss Truss Type jQty 1Ply Mission Homes K3592319 B1702525 GO1 Common Structural Gable 1 1 I Job Reference(option* s Aug 16 ID:Ni6OGKtXMi?4Y dKA18m7ytYhO-NOCY TH2Z8b9tU4P4d?xQALv9gEJhoXFef1 gykyK ProBuild Beaverton Truss, Beaverton,OR 97007 17 MiTek Industries,Inc. Wed Aug 23 12:28:49 2017 Page 1 r � r S -1-6-03-11-8 Z1]� j X5-0 1 1-6-0_ -_. 3-11-8 3-11-8 1-6-0 4x4 -- Scale=1:28.9 3 10.00 12 2x4 11 2x4 I; C 5, - rn 4 v2 _lj�I I. � 2x4 I I 6 -... _ 2x4 lo, 5o 1 3x4 `-- 2x4 I 3x4 - X11.8 211-0 3-11-8 -._ 3-11-8 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP (Roof TCLL 25.0 Plate Grip DOL 1.15 TC 0.25 VertLL -0.00 4-6 >999 240 MT20 220/195 TCDLSnow=25.)0 Lumber DOL 1.15 BC 0.10 Vert(CT) -0.02 4-6 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.08 Horz(CT) 0.00 4 n/a n/a l Code IBC2015/TP12014 (Matrix) BCDL 10.0 Weight:39 lb FT=20% 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 - -__ OTHERS 2x4 DF Std G i MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2=425/0-3-12,4=425/0-3-12 Max Horz 2=-130(LC 8) Max Uplift2=-115(LC 10),4=-115(LC 11) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-315/50,3-4=-315/50 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)automatic zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)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=1.1 4)This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)Gablet studs spaced at fo tLQ� D PRO FS c. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. E Op e, *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 ��c'� 892 NE�9c- fit between the bottom chord and any other members. 28)A plate rating reduction of 20%has been applied for the green lumber members. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)2=115, Q00 P E 9l 4=115. 10)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. /'' • .3714. 4",OREGON�� ��Q /O 9Y 142° P+ S- R R 10- EXPIRES: 12/31/2017 August 23,2017 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 MI a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing (MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 1 R fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCS(Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 IJob Truss Truss Type IQty Ply 1 Mission Homes 61702525 1G02 Common 1 1 Job Reference(o txt ) _ -- 9 0 7 640 s Aug 16 2017 MiTek Industries,ustries,Inc. Wed Aug 23 12:28:49 2017 P ge ProBuild Beaverton Truss, Beaverton,OR 97007 1 I 1 I r ID:NI6OGKtXMi?j4YYdKA18m7ytYhO-NOCYiATH2Z8b9tU4P4d?xQALv9gEJhoXFef70gykyKS i 16-0 1 3-11-8 I 7-11-0 9-5-0 1 1-6-0 3-11-8 3-11-8 1-6-0 4x4 --- Scale=1:28.9 3 I 10.00'12 I M Nn 2 4 -a C. cra 6 H 5 1 3x4 2x4 I 3x4 3-11-8 711-j 3-11-8 _-. 3-11-8 LOADING(psf) --- --- — �: - TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.25 Vert(LL) -0.00 4-6 >999 240 MT20 220/195 TCDL 7,0 I Lumber DOL 1.15 BC 0.10 Vert(CT) -0.02 4-6 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.08 Horz(CT) 0.00 4 n/a n/a Code IBC2015TTP12014 (Matrix) BCDL —__ 1.0.0 l Weight:35 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. I REACTIONS. (lb/size) 2=425/0-3-12,4=425/0-3-12 Max Horz 2=-130(LC 8) Max Uplift2=-115(LC 10),4=-115(LC 11) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-315/50,3-4=-315/50 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)automatic zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 14.0 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. ��EO PR �FFS 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)2=115, �\c NG NE&.9 `r>0 4=115. 2 8)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. "' Q 89200PE r yG 4 OREGON k4, -if<0 -9 y 14 20� P-{- MFR R ILA- , LA- � EXPIRES: 12/31/2017 August 23,2017 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE ASI-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not mit a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSITfP11 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 Type Job Truss yp Qty Ply Mission Homes K3592321 B1702525 I G03 Common 12 1 ---- ---- _ -_ -_ _ - - -- - - Job Reference(optional) - - ProBuild Beaverton Truss, Beaverton,OR 97007 7.640 s Aug 16 2017 MiTek Industries,Inc. Wed Aug 23 12:28:50 2017 Page 1 A • ID:Ni6OGKIXMi?j4YYdKA18m7ytYhO-rCmwvVVUvptGSnl3Hzn8EUejXMZAi288hTIOhY7ykyKR 3:.— 7-pA I 3-6-0 3-6-0 4x4 Scale=1:24.7 3 10.00 12 3x4- 3x4 2 4 0 4 5 1 o ! ---_`�l _1 21 --_ rn 6 3x6 11 2x4 11 3x6 11 I 3-6-0 M..0 i 3-6-03-6-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.14 Vert(LL) -0.00 5-6 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.08 Vert(CT) -0.01 5-6 >999 180 BCLTCDL L 7.0 0.0 * Rep Stress Incr YES WB 0.07 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code IBC2015/TP12014 (Matrix) Weight:33 lb FT=20% ._ 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 _ SLIDER Left 2x4 DF Std-G 2-3-0,Right 2x4 DF Std-G 2-3-0 MiTek recommends that Stabilizers and required cross bracing I be installed during truss erection,in accordance with Stabilizer Installation guide. _ REACTIONS. (lb/size) 1=294/Mechanical,5=294/Mechanical Max Horz 1=97(LC 7) Max Upliftl=-53(LC 10),5=-53(LC 11) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-293/73,4-5=-292/73 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)automatic zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 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)1,5. ��ED P R Opp, 8)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. �\cn'� G NEF9 s/� Q‹ 89200PE 91— cr OREGON R id�iQ4}' 14,2.v P+ RR IL - elM EXPIRES: 12/31/2017 August 23,2017 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.1W03/2015 BEFORE USE. 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 bar1 a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. 1 Corona,CA 92880 1 Job Truss Truss Type Qty Ply Mission Homes K3592322 1B1702525 KO1 GABLE 1 1 Job Reference optional) ProBuild Beaverton Truss, Beaverton,OR 97007 7.640 s Aug 16 2017 MiTek Industries,Inc. Wed Aug 23 12:28:51 2017 Page 1 r ID:Ni6OGKtXMi?j4YYdKA18m7ytYhO-JPKJ7sUXaAOJOBeTVWfT1 rFgvzXmcmgiy8E5ZykyKQ '1,670 , 4-5-08-10-0 I 104-0 I 1-6-0 - 4-5-0 4-5-0 1-6-0 4x4 -- Scale=1:31.0 5 6 4 10.00 112 di, 38 7 2 XXXXXXXXX?C el �.' d I �� � �; _XXXXXXXXXZ=XXXXXX 9 1 16 15 14 13 12 11 10 3x8 3x8 I I 8-80-0 Plate Offsets(X Y)- X10:0 4-4,0 1 8],j16:0-4-4 0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.28 Vert(LL) 0.01 9 n/r 90 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.03 Vert(CT) 0.01 9 n/r 120 TCDL 7.0 Rep Stress Incr YES WB 0.05 Horz(CT) 0.00 10 n/a n/a BCLL 0.0 Code IBC2015/TP12014 (Matrix) Weight:52 lb FT=20% BCDL 10_0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 8-10-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G end verticals. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 DF Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 8-10-0. (Ib)- Max Horz 16=165(LC 9) Max Uplift All uplift 100 lb or less at joint(s)16,10,14,15,12,11 Max Gray All reactions 250 lb or less at joint(s)16,10,13,14,15,12,11 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)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=1.1 4)This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs P R OFFS non-concurrent with other live loads. 5)All plates are 2x4 MT20 unless otherwise indicated. �� NGt N�� S> 6)Gable requires continuous bottom chord bearing. �\ �2 • 7)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). GV 9 8)Gable studs spaced at 1-4-0 oc. :9200P �' 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. �� 11)A plate rating reduction of 20%has been applied for the green lumber members. Q 12)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)16,10,14,15,12, -9G OR EGON 4(/ 1 . 13)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. /6 14 20 P+ MRR1 - 6 EXPIRES: 12/31/2017 August 23,2017 MINN A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. 1411" Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. • Corona,CA 92880 Job 'Truss Truss Type Qty Ply 1 Mission Homes K3592323 B1702525 K02 Common 11 Job Reference(o9Llflonal) 1 ProBuild Beaverton Truss, Beaverton,OR 97007 7.640 s Aug 16 2017 MiTek Industries,Inc. Wed Aug 23 12:28:51 2017 Page 1 t 1 ID:Ni6OGKtXMi?j4YYdKA18m7ytYhO-JPKJ75UXaAOJOBeTWVfT1rFhOzWanbCgiy8E5ZykyKQ 46-0 810-0-- 1494 -I 4-5-0 4-5-0 1-6-0 454 --- Scale=1:31.0 2 I 10.00 12 ^I 858 8x8 -- 13 1 ,1 ■ 4 v -f1.1111.1111101111MIa 7 5 4x8 45.08-14-0 _.---- ----_ ___ .45-0 +. 4-5-0 Plate Offsets(X,Y)- j1:Edge,06J,13:Edge 0-6-51 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.25 Vert(LL) -0.01 6-7 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.11 Vert(CT) -0.02 6-7 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.08 Horz(CT) 0.00 5 n/a n/a BCLL 0.0 " Code IBC2015/TP12014 )Matrix Io ( Weight:491b FT=20% BCDL 10.0 - -- - _- LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G end verticals. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 7=348/0-5-8,5=474/0-5-8 Max Horz 7=-151(LC 6) Max Uplift7=-63(LC 10),5=-120(LC 11) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-312/77,2-3=-342/99,1-7=-315/120,3-5=-441/241 NOTES- 1)Wind:ASCE 7-10;Vult=l40mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)automatic zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 14.0 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will !`FLED P R 0pe fit between the bottom chord and any other members. '` 902- *. 6)A plate rating reduction of 20%has been applied for the green lumber members. �NG N EFR 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)7 except(jt=lb) G� 4 • 5=120. Q 89200PE � 8)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. CC 7L ',OREGON &4/ /O :9 y 14 2C3\ Qk' SFR R 11-\- e' EXPIRES: 12/31/2017 August 23,2017 ' 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 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 �i,®k^ ^ 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 1Ply Mission Homes 1 K35923241 81702525 K03 'Common Girder 1 2 Job Reference(optional) , ProBuild Beaverton Truss, Beaverton,OR 97007 7.640 s Aug 16 2017 MiTek Industries,Inc. Wed Aug 2312:28:52 2017 Page 1 t r t 4 ID:Ni6OGKt(Mi?j4YYdKA18m7ytYhO-obuhKCV9LUWAoLDf4CAIZ3onoMiswuu_xctod?ykyKP I Ano 1 $-10-0 1 4-5-0 4-5-0 4x6 1 Scale=1:30.6 3 I 10.00 1,12. 3x4'i 3x4 O 2 4 5 1 .. cl 1�ii OI _l�-_ L I l 1-1 L. 7 8 6-. 9 10 110._ 13x10 :1 LUS26 MUS26MUS26 3x10 I 3x10 I'' MUS26 4-5-08r111,04-5-0 4-5-0 Plate Offsets(X,Y)-- D:0-4-4,0-11,[5:0-4-4,0-1-5J LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.51 Vert(LL) -0.03 5-6 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.74 Vert(CT) -0.08 5-6 >999 180 TCDL 7.0 Rep Stress Incr NO WB 0.76 Horz(CT) 0.01 5 n/a n/a BOLL 0.0 * 1 BCDL 10.0 Code IBC2015/fP12014 (Matrix) Weight:96 lb FT=20% 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 2x6 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Std G SLIDER Left 2x4 DF Std-G 2-8-10,Right 2x4 DF Std-G 2-8-10 REACTIONS. (lb/size) 1=2814/0-5-8,5=3051/0-5-8 Max Horz 1=116(LC 5) Max Uplift1=-614(LC 8),5=-660(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-2745/610,2-3=-2674/620,3-4=-2674/620,4-5=-2744/610 BOT CHORD 1-7=-396/1925,7-8=-396/1925,6-8=-396/1925,6-9=-396/1925,9-10=-396/1925, 5-10=-396/1925 WEBS 3-6=-693/3436 NOTES- 1)2-ply truss to be connected together with 10d(0.131'x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-7-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. D PR QFF 3)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRSñGIN (envelope)automatic zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.604)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.15)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. por89200P E 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will 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)1=614, �� " 1 5=660. Q OREGON r 9)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 1L 4„ � i4, 10)Use Simpson Strong-Tie LUS26(4-SD9212 Girder,4-SD9212 Truss)or equivalent at 1-6-12 from the left end to connect truss(es)to /O '9 Y 14 Z() back face of bottom chord. P. 11)Use Simpson Strong-Tie MUS26(6-10d Girder,6-10d Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max.starting at _'41}' �R RIO- 3-6-12 from the left end to 7-6-12 to connect truss(es)to back face of bottom chord. 12)Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard EXPIRES: 12/31/2017 Continued on page 2 August 23,2017 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. lit 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 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 Mission Homes 2K3592324 B1702525 K03 Common Girder 1 7 640 s Aug 16 t 7 Reference k Industries,Inc. Wed Aug 23 12:28:52 2017 Page 2 1_ Job c tional ProBuild Beaverton Truss, Beaverton,OR 97007 9 • ID:Ni6OGKO(Mi?j4YYdKA18m7ytYhO-obuhKCV9LUWAOLDf4CAiZ3on0Miswuu_xctod?ykyKP LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-64,3-5=-64,1-5=-20 Concentrated Loads(Ib) Vert:7=-1231(B)8=-1310(B)9=-1310(B)10=-1310(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 building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,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 l K3592325 B1702525 L01 GABLE 2 1 i i ID:Ni60GKtX M i?j4YYd KJob Reference(optindus ProBuild Beaverton Truss, Beaverton,OR 97007 7.640 s Aug 16 2017 MiTek Industries,Inc. Wed Aug 23 12:28:52 2017 Page 1 A18m7ytYh O-obuh KCV9LU WAoLDf4CAiZ3osPMtm W3k_xctod?ykyKP A-6-4 2-0-0 1-6-0 2-0-0 2x4 Scale=1:14.3 3 8.00 12 v' 2 . I 1 0.♦♦ ♦♦ ♦♦ 5 4 3x8 I I 2x4 'I Plate Offsets(X YY [5:0-4-4,11-13] _ LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft LJd I PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.23 Vert(LL) 0.00 1 n/r 90 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.05 Vert(CT) 0.00 1 n/r 120 TCDL 7.0 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 (Matrix) Weight:11 lb FT=20% 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 No.1&Btr G end verticals. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing 11 be installed during truss erection,in accordance with Stabilizer 1 Installationguide._- REACTIONS. (lb/size) 5=228/2-0-0,4=20/2-0-0 Max Horz 5=93(LC 9) Max Uplift5=-80(LC 10),4=-62(LC 16) Max Gray 5=308(LC 16),4=47(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-5=-264/190 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)automatic zone and C-C Corner(3)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)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=1.1 ��� p PF30 Pk-A-,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 E F non-concurrent with other live loads. GINE 19 �O 5)Gable requires continuous bottom chord bearing. N F2 6)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). mi ,9 7)Gable studs spaced at 1-4-0 oc. 89200PE 'r 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will /% fit between the bottom chord and any other members. 10)A plate rating reduction of 20%has been applied for the green lumber members. O &OP CC 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5,4. -7 OREGON l(/ 12)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. L Zj /0 I y 14 Zp'\D P+ MFR R10-- EXPIRES: 12/31/2.017 August 23,2017 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not mit a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/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 1 Mission Homes B1702525 L02 K3592326. Monopitch 8 1 — — i 1Job ReferencCoptionap 85 J ProBuild Beaverton Truss, Beaverton,OR 97007 7.640 s Aug 16 2017 MiTek Industries,Inc. Wedd Aug 23 12:28:53 2017 Page 1 t 1 • ID:Ni6OGKtXMi?j4YYdKA18m7ytYh0-GnS3XYWn6oe1eVosewhx6GL11mDNFWQ7AGdL9RykyKO -0__ 1-6-0 _ __2-00 Scale=1:14.3 2x4 I. 4 3 8.00 112 -r N 2 '' 1 1 L.� ' 6 3x4 = I - _ 7 5 8x8 2-0-0 j 2-0-0. Plate Offsets IX,Y)-- [7:0-3-0,0-1-121 LO TCLL (psf) 25 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 0.22 Vert(LL) 0.00 7 >999 240 MT20 220/195 TCDL 7,0 Lumber DOL 1.15 BC 0.02 Vert(CT) -0.00 6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(CT) -0.00 5 n/a n/a Code IBC2015/TP12014 (Matrix) Weight:13 lb FT=20% 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, except BOT CHORD 2x4 DF No.1&Btr G end verticals. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer , Installation guide. -_ REACTIONS. (lb/size) 7=230/0-5-8,5=31/Mechanical Max Horz 7=93(LC 7) Max Uplift7=-77(LC 10),5=-53(LC 16) Max Gray 7=303(LC 16),5=49(LC 18) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-7=-297/189 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.11;Exp B;enclosed;MWFRS (envelope)automatic zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 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. ���� P R�FFs 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 �\C'� �N 3 NFF9 s� fit between the bottom chord and any other members. O2 6)A plate rating reduction of 20%has been applied for the green lumber members. 9 7)Refer to girder(s)for truss to truss connections. Q 89200P E <' 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)7,5. • • ,ii 9)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. • „,lei.g10:7 ; ir 7.4. OREGONbt �4, <O /y 14 20 p4 MRR10- EXPIRES: 12/31/2017 August 23,2017 mi A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,note a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the �Y�" IC fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCS!Building Component 250 Klug CircleSafety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Symbols Numbering System A General SafetyNotes PLATE LOCATION AND ORIENTATION +' 3j4' Center plate on joint unless x,y I 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property offsets are indicated. I (Drawings not to scale) Damage or Personal Injury r�� Dimensions are in ft-in-sixteenths. h_ 44 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. 0_1/16 2. Truss bracing must be designed by an engineer.For wide truss spacing,individual lateral braces themselves a 4 may require bracing,or alternative Tor I 3.. .11111E_ O O bracing should be considered. liMMIA4p Cc! O 3. Never exceed the design loading shown and never Iiv iht stack materials on inadequately braced trusses. Ili O 0 O 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate C7-8 ce-7 c5.8 designer,erection supervisor,property owner and plates 0 1'i/from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. *Plate location details available in MiTek 20/20 NUMBERS/LETTERS. software or upon request. 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. 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 10.Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-1311,ESR-1352,ESR1988 responsibility of truss fabricator.General practice is to to slots.Second dimension is ER-3907,ESR-2362,ESR-1397, ESR-3282 camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and in all respects,equal to or better than that ,,,^ Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the specified. by text in the bracing section of the truss unless otherwise shown. 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing indicated on design. if indicated. 1 Lumber design values are in accordance with ANSI/TPI 1 14.Bottom chords require lateral bracing at 10 ft.spacing, Section 6.3 These truss designs rely on lumber values BEARING or less,if no ceiling is installed,unless otherwise noted. established by others. 15.Connections not shown are the responsibility of others. I Indicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports)occur. Icons vary but ©2012 MiTek®All Rights Reserved approval of an engineer. tlINelPreaction section indicates joint - number where bearings occur. 17.Install and load vertically unless indicated otherwise. 1..-=-.11Min size shown is for crushing only. =I n 1,-,:z..-• 6 18.Use of green or treated lumber may pose unacceptable environmental,health or performance risks.Consult with Indu•stry Standards: project engineer before use. Mil 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. mo BCSI: Building Component Safety Information, 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, '�e k� ANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev.10/03/2015