Loading...
Plans (2) 1109 Stki tabrtd 5 MST2019-00 41 MiTek' MiTek USA, Inc. 250 Klug Circle Corona,CA 92880 951-245-9525 Re: 2149594 The truss drawing(s)referenced below have been prepared by MiTek USA, Inc.under my direct supervision based on the parameters provided by Builders FirstSource(Beaverton,OR). Pages or sheets covered by this seal: K6857974 thru K6858027 My license renewal date for the state of Oregon is December 31,2019. ?' PROFF r�� NGt NEF�s Z./ 89200PE , OREGON bi 11/ 47<;74k 14, FRRtL\- Apriirr.(60.20,4_, October 30,2019 Baxter, David IMPORTANT NOTE:The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s)identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown(e.g.,loads,supports,dimensions,shapes and design codes),which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only,and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1,Chapter 2. II Job Truss Truss Type Qty Ply K6857974 2149594 A01 GABLE 1 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 8.240 s Jul 14 2019 MiTek Industries,Inc.Wed Oct 30 15:05:18 2019 Page 1 a.— ID:5TjUXzerHVKBxjgOZSZeNpyPbl4-RYIVtAtOxEiUpcNH4aFtKD37?HTP5CQmtEhMvxyO9hV 'l G 12--2-P15 'I -.1:5-0- -0. 4 7-15 1 6-11-15 o-i i2 4-9-43 10- 81 12-5-15 e-35-8-8 4-3-8 all-0.d 0-5-5 5x6 = Scale=1:89.8 5x6 = 10 11 12 13 14 15 16 Sheet Front Att i ff *•• 1P /16"4x9OSB 99/�O ♦�17 / re-...,1846 4x8 '� 8.00 12 8x8 �i 5 . d//'4 7 V;.'. '4 � ��"..0. E j,,, ' .-� 3x6 5x8 �� 4 %///����� " 3x6 20 44 1, • ���/ ��I �� t. 47 �, 2 ,, //, Ad vi-3x6 l l 21 a i 6/, ....... , �0Io 4x6 = 37 36 35 34 33 32 31 30 29 3x6 II 26 24 23 4x6 = 28 27 25 3x8 = 3x6 = 4x6 II 3x4 -- 18-5-0 1 8-5-11 11-9-10 17-0-3 17-1[11 1p-8-!] 22-1 as z3-8-f 26-5-7 z0-8-8 35-8-8 40-0-0 8-5-11 3-315 5-2-9 0.1 8 i 1-8� 33-13 0-10. 2-all 3-30 6-0-0 4-3-8 1-3-5 Plate Offsets(X,Y)-- [2:0-0-0,0-0-4],[4:0-3-9,Edge],[20:0-2-12,0-3-0],[21:0-0-0,0-0-4] 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 0.25 Vert(LL) -0.03 23-24 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.18 Vert(CT) -0.08 23-24 >999 180 TCDL 7.0 Rep Stress lncr YES WB 0.33 Horz(CT) 0.01 21 n/a n/a BCLL 0.0 Code IBC2015/TP12014 Matrix-RH Weight:522 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,except 1-4,20-22:2x6 DF No.2 2-0-0 oc purlins(10-0-0 max.):11-15. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: WEBS 2x4 DF Std G*Except* 10-0-0 oc bracing:23-24,21-23. 19-28:2x6 DF No.2 WEBS 1 Row at midpt 13-38,12-29,10-30,9-31,8-32,14-39 OTHERS 2x4 DF Std G*Except* JOINTS 1 Brace at Jt(s):39,40,41 13-38,12-29,10-30:2x4 DF No.1&Btr G REACTIONS. All bearings 26-5-8 except(jt=length)21=0-3-12,25=0-3-8. (Ib)- Max Horz 2=252(LC 9) Max Uplift All uplift 100 lb or less at joint(s)21,2,29,30,31,32,33,34,35,36, 37,26 except 28=-108(LC 11) Max Gray All reactions 250 lb or less at joint(s)2,28,28,29,30,31,32,33,34, 35,36,37,25 except 21=699(LC 1),26=872(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-366/334,3-44=-298/255,4-44=-292/270,19-20=-506/70,20-47=-784/79, 21-47=-905/75 BOT CHORD 2-37=-266/321,36-37=-266/321,35-36=-261/319,34-35=-261/319,33-34=-261/319, 32-33=-261/319,31-32=-261/319,30-31=-261/319,29-30=-261/319,28-29=-261/319, 23-24=-5/705,21-23=-8/700 WEBS 28-38=-196/255,40-43=-614/285,40-41=-514/259,41-42=-450/207,19-42=-465/220, f,2c ' PROF 20-24=-427/152,24-43=0/358,26-43=-796/138 c�````. G N E �`�'�% NOTES- v`v �� �"j 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)-0-10-1 to 3-1-15,Interior(1)3-1-15 to 11-3-5,Exterior(2)11-3-5 to 28-8-11, __Na' 89200P E `91-- Interior(1)28-8-11 to 36-9-11,Exterior(2)36-9-11 to 40-9-11 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 /'�/ 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry -4 �I Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 0 Cr 3)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10 OREGON Ii 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 F4.. 7.,s ,fit non-concurrent with other live loads. /O " }- 14, 2,( �4 5)Provide adequate drainage to prevent water ponding. /1/ FIR 6)All plates are 2x4 MT20 unless otherwise indicated. -' R R 1L`,- 7)Gable studs spaced at 2-0-0 oc. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide EXPI RES: 12-31-2019 will fit between the bottom chord and any other members. October 30,2019 10)A plate rating reduction of 20%has been applied for the green lumber members. 1 �.ur nn rune un payo t MIN A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. hill 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/TPl1 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 K6857974 2149594 A01 GABLE 1 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 8.240 s Jul 14 2019 MiTek Industries,Inc.Wed Oct 30 15:05:19 2019 Page 2 I D:5TjUXzerHVK8xjgOZSZeNpyPbl4-vkrt4W uOiYgLQmyTeHm6tQcHlhpegfgv6uQvRNyO9hU NOTES- 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)21,2,29,30,31,32,33,34,35,36,37,26 except(jt=lb) 28=108. 12)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 13)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. IMMO A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MlI-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall A building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing IVhTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP11 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply K6857975 2149594 A02 Piggyback Base 5 1 Job Reference(optional) Builders FirstSourcelProBuild Beaverton Truss,Beaverton,OR 97005 Run:8240 s Jul 14 2019 Print:8.240 s Jul 14 2019 MiTek Industries,Inc. Wed Oct 30 15:04:03 2019 Page 1 s ID:5TjUXzerHVK8xjgOZSZeNpyPbl4-86G87XzLbBF7J58sBKPIoPTDk2q?1 FTjd30umnyo9ig 12-2-15r11-7-14 } 4, 17-0.0 11 47-15 I 6-11-15 10.1�h12� 49-4 3 10.1[81 25-8-95 20-183 4-&4 I 3-9-4 ' 3-9-12 ' 4-7-15 1'0.0 0-5-5 Scale=1:79.5 5x8 \\ 5x12 = 5 20 • i 3x4 i 8x8 �� 4 19 71� 21 5x6 -i aD 8.00i12 1-5 1 5x6 3 8 18 �� v' 22 ;12 9 d o u•1 •• :: :: 8 .. 11(4 *? • 4x6 = 17 23 24 16 N/\ 15 14 25 13 26 12 11 4x6 = oIa 3x4 = 3x4 = 3x6 = 3x4 = 2x4 11 3x4 = 3x4 = 19-6-8 22-11-13 8-5-11 17-0-3 17-I 11 22-10.5 27-9-1 31-6-5 40-0-0 8-5-it 3-3-15 I 5-2-9 0-1[82-413 3313 0.1[8 4&4 I 3-9-4 8-5-11 Plate Offsets(X,Y)-- [2:0-0-0,0-0-4],[3:0-2-8,0-3-0],[5:0-3-9,Edge],[6:0-6-0,0-0-5],[7:0-3-8,0-2-12],[8:0-2-12,0-3-0],[9:0-0-0,0-0-4],[14:0-1-11,0-1-8] LOADING (pst25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL(Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.52 Vert(LL) -0.15 16-17 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.37 Vert(CT) -0.31 16-17 >747 180 BCLL 0.0 Rep Stress Incr YES WB 0.55 Horz(CT) 0.02 9 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix-RH Weight:272 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,except 1-3,8-10:2x6 DF No.2 2-0-0 oc purlins(10-0-0 max.):5-6. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 DF Std G*Except* 6-0-0 oc bracing:15-16,13-15. 5-16,6-13,5-15,6-15:2x4 DF No.1&Btr G WEBS 1 Row at midpt 4-16,7-13,5-15,6-15 REACTIONS. (lb/size) 9=678/0-3-12 (min.0-1-8),2=635/0-5-8 (min.0-1-8),15=2145/0-5-8 (min.0-2-5) Max Horz 2=249(LC 9) Max Uplift 9=-117(LC 11),2=-74(LC 10),15=-198(LC 10) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-18=-748/116,3-18=-619/122,3-19=-498/81,4-19=-298/99,4-5=0/265,5-20=0/439, 6-20=0/439,7-21=-377/170,8-21=-594/167,8-22=-717/199,9-22=-823/193 BOT CHORD 2-17=-209/747,15-16=-311/262,14-15=-262/213,14-25=-262/213,13-25=-262/213, 9-11=-100/652 WEBS 5-16=-131/814,6-13=-133/754,4-16=-674/251,4-17=-41/533,7-13=-695/227, 7-11=-56/397,8-11=-379/220,3-17=-379/232,5-15=-1146/187,6-15=-1054/153 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)-0-10-1 to 3-1-15,Interior(1)3-1-15 to 11-5-11,Exterior(2)11-5-11 to 28-7-11 ,Interior(1)28-7-11 to 36-9-11,Exterior(2)36-9-11 to 40-9-11 zone;cantilever left and right exposed;end vertical left and right tc j P R Op exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 <G\`i �ss 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category H;Exp 8;Fully Exp.;Ct=1.10 b NO I N EF /Q 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 �. 2 non-concurrent with other live loads. G� .9 4)Provide adequate drainage to prevent water ponding. 0 89200P E t� 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide . will fit between the bottom chord and any other members,with BCDL=10.0psf. 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)2 except(jt=lb) 7 OREGON r, 9=117,15=198. tk 9)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. /Q "1k14, ZOO k. 4' 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. ,�Q` /IRRI1-L EXPIRES: 12-31-2019 October 30,2019 Man A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 rev.10/03/2015 BEFORE USE. jut Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall i building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing 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 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 K6857976 2149594 A03 Piggyback Base 5 1 Job Reference(optional) Buihlers FirstSource&ProBuild Beaverton Truss,Beaverton,OR 97005 8.240 s Jul 14 2019 MiTek Industries,Inc.Wed Oct 30 15:09:52 2019 Page 1 I D:5TjUXzerHVK8xjgOZSZeNpyPbl4-QFr4NtBGPQDcgjJx87A8R?QsOkyO16k5ts3sX2y09dD 23-2-13 17-1-11 22-11-13 -17.0- 47-15 I 12-2-15 16-9-3 17 3 21-0-0 122-165 111 25-2-0 27-5-1 I 31-6-5 -7-0 354-1 I 40-0-0 411:00--(C)1 j 0.0 47-15 7-7-0 46-4 a-bib 310-5 1-10.5 1-11-3 2-31 41-4 1-0-111 2-9-1 47-15 0.1-8 a1-a Scale=1:80.3 5x8 \\ 0.5zg2 = 5 21 3x4 -i 3x4 4 7 20 22 5x6 i ao 8.00 12 4' 5x6 3 8 19 'k.". 11',/' 23 2 1 MIN y _ e = o a gCI I CI o1 0 4x6•= 18 17 16 15 14 13 12 24 11 4x6•= o 4x8 = 4x4 = 4x4 = 5x8 114x4 4x4 = 8x8 = 4x12 = 3x4 = 4x12 H 43-2-13 17-1-11 19-9-4 22-11-13 8-5-11 16&3 10_7 319-6-8 1-0.022-103 25-2-0 31-65 7-� 40-0-0 8-5-11 1 6-3-8 2-413 -2-1211-10.5 111 1-11-3 6-4-5 1-0.11' 7-5-0 I 0-1-8 0-2-12 0-1-8 0-3-0 Plate Offsets(X,Y)-- [2:0-0-0,0-0-4],[3:0-2-8,0-3-0],[5:0-3-9,Edge],[6:0-6-0,0-0-5],[8:0-2-4,0-3-0],[11:0-1-4,0-4-0],[12:0-4-0,0-1-2],[15:0-8-11,0-1-13],[17:0-3-5,0-0-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.54 Vert(LL) -0.06 2-18 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.32 Vert(CT) -0.19 2-18 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.43 Horz(CT) 0.01 9 n/a n/a BCLL 0.0 BCDL 10.0 * Code IBC2015/TPI2014 Matrix-RH Weight:302 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,except 1-3,8-10:2x6 DF No.2 2-0-0 oc purlins(10-0-0 max.):5-6. BOT CHORD 2x6 DF No.2*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 2-17:2x4 OF No.1&Btr G WEBS 1 Row at midpt 4-16,7-13,5-15,6-15 WEBS 2x4 DF Std G*Except* 6-13,5-16,5-15,6-15:2x4 OF No.1&Btr G REACTIONS. (lb/size) 2=644/0-5-8 (min.0-1-8),9=666/0-5-8 (min.0-1-8),15=2146/0-5-8 (min.0-2-5) Max Horz 2=-249(LC 8) Max Uplift 2=-71(LC 10),9=-107(LC 11),15=-206(LC 10) Max Gray 2=644(LC 1),9=673(LC 19),15=2146(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-19=-760/113,3-19=-631/119,3-20=-506/71,4-20=-289/89,4-5=0/261,5-21=0/421, 6-21=0/421,7-22=-412/149,8-22=-622/130,8-23=-754/184,9-23=-856/178 BOT CHORD 2-18=-206/694,15-16=-304/280,14-15=-324/245,13-14=-301/243,9-11=-96/679 WEBS 4-16=-625/253,4-18=-46/450,3-18=-390/232,7-13=-660/255,7-11=-51/543, 8-11=-403/248,6-13=-113/654,5-16=-122/557,5-15=-964/181,6-15=-922/134 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.11;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)-0-10-1 to 3-1-15,Interior(1)3-1-15 to 11-4-5,Exterior(2)11-4-5 to 28-7-11, c1'0 PR OFtr-- Interior(1)28-7-11 to 36-9-11,Exterior(2)36-9-11 to 40-9-11 zone;cantilever left and right exposed;end vertical left and right <C`` c st� exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 \C G�C?l N F�L, /Q 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10 v •F ?, 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. '�- 89200P E �' 4)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads >" 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide .+11111111111, will fit between the bottom chord and any other members,with BCDL=10.0psf. 7)A plate rating reduction of 20%has been applied for the green lumber members. 'S7 OREGON to 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2 except(jt=lb) L.- 4 ,\t0 9=107,15=206. /O 9}' 14 20 4 9)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. ^. ' �� 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. ,�'f�R R t 1-`„ EXPIRES: 12-31-2019 October 30,2019 -- t A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Nut Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall ;^� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and 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 K6857977 2149594 A04 Piggyback Base 2 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 8.240 s Jul 14 2019 MiTek Industries,Inc.Wed Oct 30 15:09:03 2019 Page 1 I D:5TjUXzerH VK8xjgOZSZeNpyPbl4-LgOY56bXxN2Z1B4XmKoeyguUN_DfJxmtckhmJoyo9e_ 23-2-13 17-1-11 22-11-13 -1-0-0 4-7-15 12-2-15 16-9-3 10.71V 21-0-0 22-10-511125-2-0 275-1 31-6-5 32-7-0 35-4-1 40-0-0 4�1-0� 10.01 4-7-15 7-7-0 48-4 3-10.5 1-105 1-11-3 2-3-1 41-4 1I-0-1 2-9-1 47-15 0. 5x91-0 0-1-8 Scale=1:88.1 o-§A6.= 5 21 8x8V 3x4 - /.. 4 22 5x6 -- °�� 8.00 12 20 5x6 3 8 19 &11 ,.e. 23 21 a�� �, u .au w./ 9 ,oz . rr r r aaaar i. �� I m I,n 0 4x6,= 18 17 1624 25 15 14 13 12 26 11 4x6 = Io 0 0 4x8 =2x4 I/ 4x4 = 4x8 = 5x8 II 4x4 =8x8 = 8x12 = 5x8 II 3x4 = 4x4 = 23-2-13 11-0-4 17-1-11 22-11-13 8-5-11 10.9-8 16-9-3 17 3 21-0-0 2-105 31-65 7 40-0-0 8-5-11 I z-3-13 1 5-8-75 a316 3-10-s �i-10-s I -1!;21--°3 I e-4-s 1'-at'1 7-5-0 I 0-2-12 0-1-8 0-1-8 0-3-0 Plate Offsets(X,Y)-- [2:0-0-0,0-0-4],[3:0-2-12,0-3-0],[4:0-0-12,0-2-0],[5:0-3-9,Edge],[8:0-2-4,0-3-0],[11:0-1-4,0-4-0],[12:0-4-0,0-1-8],[14:0-4-0,0-1-6],[17:0-3-5,0-0-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.56 Vert(LL) -0.07 2-18 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.34 Vert(CT) -0.21 2-18 >604 180 TCDL 7.0 Rep Stress Incr YES WB 0.48 Horz(CT) 0.03 9 n/a n/a BCLL 0.0 Code IBC2015/TPI2014 Matrix-RH Weight:299 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied or 4-7-1 oc purlins,except 1-3,8-10:2x6 DF No.2 2-0-0 oc purlins(6-0-0 max.):5-6. BOT CHORD 2x6 DF No.2*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-17:2x4 DF No.1&Btr G 6-0-0 oc bracing:16-18. WEBS 2x4 DF Std G*Except* WEBS 1 Row at midpt 7-13,5-15,4-16 6-13,5-15,5-13:2x4 DF No.1&BtrG REACTIONS. (lb/size) 2=485/0-5-8 (min.0-1-8),9=1262/0-5-8 (min.0-1-8),16=1709/0-5-8 (min.0-1-13) Max Horz 2=-249(LC 8) Max Uplift 2=-21(LC 10),9=-156(LC 11),16=-212(LC 10) Max Gray 2=485(LC 1),9=1262(LC 1),16=1723(LC 18) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-19=-481/58,3-19=-351/77,4-5=-674/210,5-21=-790/236,6-21=-790/236, 6-7=-1023/252,7-22=-1364/232,8-22=-1577/214,8-23=-1699/266,9-23=-1826/260 BOT CHORD 2-18=-166/451,14-15=-32/567,13-14=-28/563,12-13=0/1025,12-26=0/1028, 11-26=0/1024,9-11=-163/1468 WEBS 4-15=0/699,4-18=-51/329,3-18=-393/226,7-13=-574/248,7-11=-43/436,8-11=-363/245, 6-13=-32/319,5-15=-520/55,5-13=-99/631,4-16=-1572/227 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;Enclosed; _v-.) PROF MWFRS(envelope)gable end zone and C-C Exterior(2)-0-10-1 to 3-1-15,Interior(1)3-1-15 to 11-4-5,Exterior(2)11-4-5 to 28-7-11, `f``` FsS Interior(1)28-7-11 to 36-9-11,Exterior(2)36-9-11 to 40-9-11 zone;cantilever left and right exposed;end vertical left and right \CO NG I N E. exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 . 19 2 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10 w 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 C' 89200PE 9c" non-concurrent with other live loads. 4)Provide adequate drainage to prevent water ponding. // /", rs� 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. '"i • ,/►!„^• 6)*This truss has been designed for a live load of 20.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. -71- 4a OREGON to Q 7)A plate rating reduction of 20%has been applied for the green lumber members. \p+ k 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2 except(jt=lb) /O '9 r1 4 2a -�- 9=156,16=212. rr + R) 9)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 4,1 - RR R ILA- 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. EXPIRES: 12-31-2019 October 30,2019 1 Ma. 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 �p a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall e building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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/TPI7 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 K6857978 2149594 A05 PIGGYBACK BASE 2 1 Job Reference(optional) Builtlers FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 8.240 s Jul 14 2019 MiTek Industries,Inc. Wed Oct 30 15:07:59 2019 Page 1 I D:5TjUXzerHVK8xjgOZSZeNpyPbl4-DW WMfEgNOi_edMBDOueeMAEaYBLVJ34SunBN35y09f 23-2-13 17-1-11 22-11-13 -1-0-0 4-7-15 12-2-15 I 16-9-3 173 21-0-0 22-10511125-2-0 27-5-1 31-6-5 32-7-� 35-4-1 40-0.0 4,1-0-0 0.01 4-7-15 7-7-0 48-4 0. 3-10.5 1-10-5 111-3 2-3-1 4-1-4 1I-0-11 2-9-1 4-7-15 {-0.0I 0-1-8 0-1-8 Scale=1:81.7 5x8 \\ 0.3-0_ — 5x6 — 5 ?A . 6 l, v 3x4 i 3x4 4 7 25 27 °P 5x6 i °D 8.00 112 5x6 �� 8�' 28;40000#2;1ANN v ao to [ to ,9 0 0 �. 9 1% 0h d,I t? O to 17 16 15 14 13 12 29 11 0 4x8 = 8x8 _ 4x4 = 4x8 = 5x8 114x4 4x4 = 8x8 = 4x8 = 4x6 5x8 I I 3x4 = 23-2-13 17-1-11 22-11-13 8-5-11 - 2-105 -0 7- 40-0-0 8-511 11 2-6-90-4 SB16-9-3-15 0.17 3-10-521-0-0 1212.-1100-5_511212.-1100-5_5 11125-21-11-3 1 31 -5 6-4-5 1'-0-11' 7-5-0 1 0-1-8 0-1-8 0-3-0 Plate Offsets(X,Y)-- [2:0-0-0,0-0-4],[3:0-2-8,0-3-0],[5:0-3-9,Edge],[8:0-2-0,0-3-0],[9:0-8-0,0-1-14],[11:0-1-4,0-4-0],[12:0-4-0,0-1-8],[14:0-4-0,0-0-9],[15:0-2-4,0-4-0], [16:0-3-5,0-0-0] LOADING (psf) 5 0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL(Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.43 Vert(LL) -0.10 13-15 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.47 Vert(CT) -0.25 15-17 >999 180 BCLL 0.0 * Rep Stress lncr YES WB 0.22 Horz(CT) 0.09 9 n/a n/a BCDL 10.0 Code IBC2o15/TP12014 Matrix-AS Weight:289 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied,except 1-3,8-10:2x6 DF No.2 2-0-0 oc purlins(4-9-9 max.):5-6. BOT CHORD 2x6 DF No.2*Except* BOT CHORD Rigid ceiling directly applied. 2-16:2x4 DF No.1&Btr G WEBS 1 Row at midpt 4-15,7-13 WEBS 2x4 DF Std G*Except* 6-13,5-15,5-13:2x4 DF No.1&Btr G REACTIONS. (lb/size) 2=1734/0-5-8 (min.0-1-14),9=1732/0-5-8 (min.0-1-14) Max Horz 2=252(LC 9) Max Uplift 2=-150(LC 10),9=-148(LC 11) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-24=-2640/315,3-24=-2509/332,3-25=-2393/301,4-25=-2143/319,4-5=-1840/353, 5-26=-1525/330,6-26=-1523/330,6-7=-1923/364,7-27=-2170/320,8-27=-2431/302, 8-28=-2563/338,9-28=-2676/332 BOT CHORD 2-17=-319/2136,16-17=-124/1722,15-16=-125/1723,14-15=-11/1477,13-14=-6/1471, 12-13=-66/1760,12-29=-66/1765,11-29=-70/1761,9-11=-206/2200 WEBS 4-15=-525/240,4-17=-40/396,3-17=-340/227,7-13=-564/250,7-11=-46/393, 8-11=-385/248,6-13=-88/779,5-15=-118/585 NOTES- c1C D PROF 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;Enclosed; `f`T`G fists MWFRS(envelope)gable end zone and C-C Exterior(2)-0-10-1 to 3-1-15,Interior(1)3-1-15 to 11-4-5,Exterior(2)11-4-5 to 28-9-7, NG I N EF >Q Interior(1)28-9-7 to 36-9-11,Exterior(2)36-9-11 to 40-9-11 zone;cantilever left and right exposed;end vertical left and right R exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ki 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10 89200P E 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)Provide adequate drainage to prevent water ponding. s/ -eic,......e„.. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Ci Cr 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 OREGON Q4,// will fit between the bottom chord and any other members,with BCDL=10.Opsf. �� 7)A plate rating reduction of 20%has been applied for the green lumber members. / '111 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) y 14+ rZ��p`i 2=150,9=148. MFR R I L\- 9)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/I-PI 1. 10)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. EXPIRES: 12-31-2019 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. October 30,2019 �� 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. la Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply K6857979 2149594 A06 PIGGYBACK BASE 1 1 Job Reference(optional) tr Builders FirstSourcelProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.240 s Jul 14 2019 Print:8.240 s Jul 14 2019 MiTek Industries,Inc.Wed Oct 30 15:04:05 2019 Page 1 I D:5TjUXzerH VK8xjgOZSZeNpyPbl4-4V NuYD_b7pVrYOIFJIRmtgYbtsSgVCV05NV?rfyO9ie 12-2-15 p 4-7-15 1-0.01 4-7-15 1 11-7-14 10-1-1 49-4 10-181 22-10-55-8-920-��83 4-9-4 I 31-6-5 3-9-4 I 3-9-12 35-4-1 1 40-0-0 41-0.9 0-5-5 Scale=1:76.5 5x8 \\ 5x6 = 5 e ' 6 It' iL 3S$ m 3x4 �i 3x4 J 4 7 23 25 5x6 i �\ •-10-5 c 8.00 •12 5x6 3 8 7 . 22 �' 26 2 a 1 o 4 .. ra _ III; 9 12— 15 27 28 14 13 29 12 30 31 1.1 O I., 3x4 = 3x4 = 3x6 = 3x8 = 3x4 = 4x6 = 4x6 = 1 8-5-11 11-9-10 17-0-3 17-1[11 22-10-5 22-1I1I-13 27-9-1 1 31-6-5 40-0-0 8-5-11 3-3-15 5-2-9 004 5-8-9 0-1-8 4-9-4 3-9-4 8-5-11 Plate Offsets(X,Y)-- [2:0-0-0,0-0-4],[3:0-2-8,0-3-0],[5:0-3-9,Edge],[8:0-2-8,0-3-0],[9:0-0-0,0-0-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.41 Vert(LL) -0.22 14-15 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.53 Vert(CT) -0.49 14-15 >975 180 TCDL 7.0 Rep Stress lncr YES WB 0.26 Horz(CT) 0.13 9 n/a n/a BCLL 0.0 BCDL 10.0 * Code IBC2015/TP12014 Matrix-AS Weight:247 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied,except 1-3,8-10:2x6 DF No.2 2-0-0 oc purlins(4-11-6 max.):5-6. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. WEBS 2x4 DF Std G*Except* WEBS 1 Row at midpt 5-12,4-14,7-12 5-14,6-12,5-12:2x4 DF No.1&Btr G REACTIONS. (lb/size) 9=1734/0-3-12 (min.0-1-14),2=1734/0-5-8 (min.0-1-14) Max Horz 2=252(LC 9) Max Uplift 9=-149(LC 11),2=-150(LC 10) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-22=-2645/314,3-22=-2514/331,3-23=-2399/299,4-23=-2190/317,4-5=-1843/355, 5-24=-1466/329,6-24=-1464/329,6-7=-1836/358,7-25=-2178/317,8-25=-2399/299, 8-26=-2515/331,9-26=-2646/314 BOT CHORD 2-15=-318/2267,15-27=-124/1818,27-28=-124/1818,14-28=-124/1818,13-14=-7/1527, 13-29=-7/1527,12-29=-7/1527,12-30=-66/1714,30-31=-66/1714,11-31=-66/1714, 9-11=-194/2137 WEBS 5-14=-125/803,6-12=-77/757,4-14=-581/239,4-15=-37/482,7-12=-622/245, 7-11=-38/484,8-11=-329/228,3-15=-327/228 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed; vii GQ PR OF MWFRS(envelope)gable end zone and C-C Exterior(2)-0-10-1 to 3-1-15,Interior(1)3-1-15 to 11-4-5,Exterior(2)11-4-5 to 28-9-7, �f` ` �s'�, Interior(1)28-9-7 to 36-10-1,Exterior(2)36-10-1 to 40-10-1 zone;cantilever left and right exposed;end vertical left and right �C. NGS 'S Interior(1) 4D exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 C 'T L 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10 <C/ 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 ' 89200P E r non-concurrent with other live loads. 4)Provide adequate drainage to prevent water ponding. ///_"-'''� .-- 5) 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. .' 1010,01".„....---- sT r�' 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. - OREGON 4Q 7)A plate rating reduction of 20%has been applied for the green lumber members. L 2J \� 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) /Q '`' " 1 4, 2.6\ 'O *- 9)This 4truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. F ♦, 10)This truss design requires that a minimum of 7/16"structural wood sheathingbe applied directlyto the topchord and 1/2"gypsum R 9 q PP sheetrock be applied directly to the bottom chord. 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. EXPIRES: 12-31-2019 October 30,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIl-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not mil a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing 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/TP/7 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 K6857980 2149594 A07 PIGGYBACK BASE 9 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 8.240 s Jul 14 2019 MiTek Industries,Inc. Wed Oct 30 15:06:58 2019 Page 1 I D:5TjUXzerHVK8xjgOZSZeNpyPbl4-WnKIsN47Nzilo_OVxa2KOJD9KbVgXTZUtovfP8y09fx 23-2-13 7 qq } 22-11-13- Q 1--d 4-47-15 12-2-157-7-0 46-4 10-i Ja b-3-5 20.5-5' 42-4 35-4-1 1-0 272-7 2-5-8 0 4�'0-d 5x8 \\ a-i-a Scale=1:90.9 0-61f6 = 5 6 i• 3x4 i 3x4 4 7 27 28 5x6 i 4 8.0012 5x6 �� 3 8 26 Na 29 a12 e4.700. 2. 19 18 30 31 17 16 32 1514 33 13 34 12 11 oro d 4x8 = 5x8 �� 4x4 = 4x8 = 4x8 = 4x4 = 4x12 = 4x6 = 3x4 = 4x4 =4x4 = 5x8 II 5x12 = 17-1-11 23-2-13 I 8-5-11 I 16-9-3 17-83 22-5-0 22-l}i�i}3 37-6-8 40-0-0 8-5-11 8-3-8 0.9!0 5-3-5 48-T3 14-3-11 I 2-5-8 0-1-8 0-3-0 Plate Offsets(X,Y)-- [2:0-0-0,0-0-4],[3:0-2-8,0-3-0],[5:0-3-9,Edge],[8:0-2-4,0-3-0],[15:0-4-0,0-1-2],[18:0-3-5,0-0-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.41 Vert(LL) -0.13 17-19 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.56 Vert(CT) -0.30 17-19 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.24 Horz(CT) 0.11 9 n/a n/a BCLL 0.0 Code IBC2015/TP12014 Matrix-AS Weight:281 lb FT=20% BCDL 10.0 9 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied,except 1-3,8-10:2x6 DF No.2 2-0-0 oc purlins(4-10-5 max.):5-6. BOT CHORD 2x6 DF No.2*Except* BOT CHORD Rigid ceiling directly applied. 2-18:2x4 DF No.1&Btr G WEBS 1 Row at midpt 7-14,4-17 WEBS 2x4 DF Std G*Except* 6-14,5-17,5-14:2x4 DF No.1&Btr G REACTIONS. (lb/size) 2=1724/0-5-8 (min.0-1-13),9=1737/0-5-8 (min.0-1-14) Max Horz 2=251(LC 9) Max Uplift 2=-150(LC 10),9=-151(LC 11) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-26=-2623/314,3-26=-2493/331,3-27=-2376/299,4-27=-2141/317,4-5=-1828/352, 5-6=-1504/326,6-7=-1888/356,7-28=-2320/318,8-28=-2564/300,8-29=-2759/356, 9-29=-2881/351 BOT CHORD 2-19=-320/2235,18-19=-125/1796,18-30=-125/1795,30-31=-125/1796,17-31=-12511798, 16-17=-7/1517,16-32=-10/1511,15-32=-5/1528,14-15=-7/1517,14-33=-64/1793, 13-33=-64/1793,13-34=-64/1793,12-34=-64/1793,11-12=-220/2392,9-11=-220/2392 WEBS 4-19=-39/437,3-19=-331/227,7-14=-656/241,7-12=-32/578,8-12=-451/254, 6-14=-78/784,5-17=-122/700,4-17=-556/240 NOTES- PR OF 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed; ,<�``T• t'ss MWFRS(envelope)gable end zone and C-C Exterior(2)-0-10-1 to 3-1-15,Interior(1)3-1-15 to 11-4-5,Exterior(2)11-4-5 to 28-9-7, NGI NFF /O Interior(1)28-9-7 to 36-9-11,Exterior(2)36-9-11 to 40-9-11 zone;cantilever left and right exposed;end vertical left and right R 2 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=1.10 £ 89200P E 9< 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. 41, , 4)Provide adequate drainage to prevent water ponding. -f.— lip . 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 liveload of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide © ORECr GON �U will fit between the bottom chord and anyother members,with BCDL=10.0psf. ,\ 7)A plate rating reduction of 20%has been applied for the green lumber members. /O '.1k 9 1 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) * 2��P� 2=150,9=151. '&'R R I L\- 9)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. EXPIRES: 12-31-2019 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. October 30,2019 __ t A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,note a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall e building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing 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 ANSIITP/1 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 K6857981 2149594 A08 PIGGYBACK BASE 1 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.240 5 Jul 14 2019 Print:8.240 s Jul 14 2019 MiTek Industries,Inc.Wed Oct 30 15:04:06 2019 Page 1 f ID:5TjUXzerHVK8xjgOZSZeNpyPbl4-YhxHmZ?Eu6diAYtRsSz?Q15mdFo3EfkAJ l FYN6yo9id 12---7-14 r2-Q15 } 41-0-0 1-0-0' 4-7-15 6-11-15 0-1IYP 14-9-4 7-0-3 10-1-81 22-10-55-8-920-t�83 27-9-1-94 31-6-5-9-4 3-9-12 40.-5 1-0-0' 0-5-5 Scale=1:76.5 5x8 \\ 5x6 = 5 6 3i 3 3x4 x4 4 7 2325 '9 ,: m 5x6 i -10-5 I 5x6 8.00 12 3 8 22 4,-," 26 2 a 1 � o;J r-: : 9 ra : rm� 766 9 Y I, V 15 27 28 14 13 29 12 30 31 11 o Io 3x4 = 3x4 —_ 3x6 = 3x8 = 3x4 = 4x6 = 4x6 = 8-5-11 11-9-10I 17-0-3 17-1c11 22-10-5 22-1I1-13 27-9-1 31-6-5 40-0-0 8-5-11 3-3-15 5-2-9 0-14 5-8-9 04-8 4-9-4 3-9-4 8-5-11 Plate Offsets(X,Y)-- [2:0-0-0,0-0-4],[3:0-2-8,0-3-0],[5:0-3-9,Edge],[8:0-2-8,0-3-0],[9:0-0-0,0-0-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.41 Vert(LL) -0.22 14-15 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.53 Vert(CT) -0.49 14-15 >975 180 TCDL 7.0 Rep Stress Incr YES WB 0.26 Horz(CT) 0.13 9 n/a n/a BCLL 0.0 BCDL 10.0 * Code IBC2015/TPI2014 Matrix-AS Weight:247 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied,except 1-3,8-10:2x6 DF No.2 2-0-0 oc purlins(4-11-6 max.):5-6. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. WEBS 2x4 DF Std G*Except* WEBS 1 Row at midpt 5-12,4-14,7-12 5-14,6-12,5-12:2x4 DF No.1&Btr G REACTIONS. (lb/size) 9=1734/0-3-12 (min.0-1-14),2=1734/0-5-8 (min.0-1-14) Max Horz 2=252(LC 9) Max Uplift 9=-149(LC 11),2=-150(LC 10) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-22=-2645/314,3-22=-2514/331,3-23=-2399/299,4-23=-2190/317,4-5=-1843/355, 5-24=-1466/329,6-24=-1464/329,6-7=-1836/358,7-25=-2178/317,8-25=-2399/299, 8-26=-2515/331,9-26=2646/314 BOT CHORD 2-15=-318/2267,15-27=-124/1818,27-28=-124/1818,14-28=-124/1818,13-14=-7/1527, 13-29=-7/1527,12-29=-7/1527,12-30=-66/1714,30-31=-66/1714,11-31=-66/1714, 9-11=-194/2137 WEBS 5-14=-125/803,6-12=-77/757,4-14=-581/239,4-15=-37/482,7-12=-622/245, 7-11=-38/484,8-11=-329/228,3-15=-327/228 NOTES- 1)Wind:ASCE 7-10;VuIt=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;Enclosed; ,sko P R OF[- MWFRS(envelope)gable end zone and C-C Exterior(2)-0-10-1 to 3-1-15,Interior(1)3-1-15 to 11-4-5,Exterior(2)11-4-5 to 28-9-7, `fL`` `ss Interior(1)28-9-7 to 36-10-1,Exterior(2)36-10-1 to 40-10-1 zone;cantilever left and right exposed;end vertical left and right SCJ lNG I N E -,n /O exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 `i R 2 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10 9 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 89200P E I-- non-concurrent ' non-concurrent with other live loads. 4)Provide adequate drainage to prevent water ponding. QaP 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. /',a_1 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 0 Cr will fit between the bottom chord and any other members,with BCDL=10.0psf. p A_OREGON to 4- 7)A plate rating reduction of 20%has been applied for the green lumber members. - "i7 NI>' k 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) /O 9}' j 4 20 -�- 9=149,2=150. /) �P 9)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. • FR R�L`„ 10)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. EXPIRES: 12-31-201 9 October 30,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIII-7473 rev.10/13/2015 BEFORE USE. immt Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mired( is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and braang of trusses and truss systems,see ANSI/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,Alexandra,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply K6857982 2149594 A09 Piggyback Base 4 1 Job Reference(optional) Buillers-FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.240 s Jul 14 2019 Print:8.240 s Jul 14 2019 MiTek Industries,Inc. Wed Oct 30 15:04:07 2019 Page 1 I D:5TjUXzerH VK8xjgOZSZeNpyPb 14-OtVfzvOsfQlZni ReQAU EyFdvofAhz2rJYh_6vYy09ic �aj pp 12---7-14 12-Q 17-0-3 15 } o 1-0-0I 4-7-15 6-11-15 0-1112 4-9-4 10-7-81 25-8 95 2 0-78 3 49 27-9-1 I 3-9-4 I 3-912 4-7-1500 1-O-OI 0-5-5 Scale=1:75.4 5x8 \\ 5x6 = 5 19 rs. 3x4: 8x8 7 18 20 * T 5x6 ii;:- 49/ W 8.00 112 -10-5 21 x 5x6 \� •- 3 8 Ze. '-i 21 a 9w rp o :: ray �- ao 4x6 = 16 22 23 15 14 24 13 25 12 11 4x6„= �Io 3x4 = 3x4 = 3x6 = 4x8 = 2x4 II 3x4 = 8-5-11 11-9-10 17-0-3 17-1[11 22-10-5 22-1I1-13 27-9-1 27-1-4 31-6-5 40-0-0 8-5-11 3-3-15 5-2-9 0-1-8 5-8-9 0-1-8 4-9-4 04-3 3-9-1 8-5-11 Plate Offsets(X,Y)-- [2:0-0-0,0-0-4],[3:0-2-8,0-3-0],[5:0-3-9,Edge],[7:0-1-4,0-1-12],[8:0-2-12,0-3-0],[9:0-0-0,0-0-4] LOADING (psf)55.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL(Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.51 Vert(LL) -0.15 15-16 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.45 Vert(CT) -0.33 15-16 >999 180 BCLL 0.0 * Rep Stress lncr YES WB 0.52 Horz(CT) 0.04 9 n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix-RH Weight:257 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied or 4-11-8 oc purlins,except 1-3,8-10:2x6 DF No.2 2-0-0 oc purlins(6-0-0 max.):5-6. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 DF Std G*Except* WEBS 1 Row at midpt 6-13,5-13,4-15,7-12 5-15,6-13,5-13:2x4 DF No.1&Btr G REACTIONS. (lb/size) 9=499/0-3-12 (min.0-1-8),2=1194/0-5-8 (min.0-1-8),12=1764/0-5-8 (min.0-1-14) Max Horz 2=249(LC 9) Max Uplift 9=-74(LC 11),2=-135(LC 10),12=-144(LC 11) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-17=-1677/217,3-17=-1547/224,3-18=-1440/185,4-18=-1238/204,4-5=-875/240, 5-19=-344/198,6-19=-344/198,6-7=-504/199,8-20=-260/94,8-21=-389/126, 9-21=-519/120 BOT CHORD 2-16=-290/1489,16-22=-113/1032,22-23=-113/1032,15-23=-113/1032,14-15=-71/727, 14-24=-71/727,13-24=-71/727,9-11=-42/409 WEBS 5-15=-125/860,5-13=-733/135,4-15=-616/245,4-16=-37/488,7-13=-45/897, 7-11=-56/389,8-11=-395/223,3-16=-328/226,7-12=-1680/236 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)-0-10-1 to 3-1-15,Interior(1)3-1-15 to 11-4-5,Exterior(2)11-4-5 to 28-7-11, �tE0 PROF Fs Interior(1)28-7-11 to 36-9-11,Exterior(2)36-9-11 to 40-9-11 zone;cantilever left and right exposed;end vertical left and right ` exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60, � !.w.\G I N F (5'� 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10 c\ Nr � �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 9 non-concurrent with other live loads. 89200P r 4)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,/1,,, 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide -dAl. . �- will fit between the bottom chord and any other members,with BCDL=10.0psf. 0 rt 7)A plate rating reduction of 20%has been applied for the green lumber members. -32- OREGON to 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)9 except(jt=lb) /or \(k k 2=135,12=144. j. 2. 4 9)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. /� 1 4, �p. 10)Graphical puriin representation does not depict the size or the orientation of the puriin along the top and/or bottom chord. MER R ILA- EXPIRES: 12-31-2019 October 30,2019 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not • a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall /� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing iYiiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP11 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply K6857983 2149594 A10 GABLE 1 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.240 s Jul 14 2019 Print:8.240 s Jul 14 2019 MiTek Industries,Inc.Wed Oct 30 15:04:08 2019 Page 1 ID:5TjUXzerHVK8xjgOZSZeNpyPbl4-U431AF1 UQktQPsOq_t?TVSACI3cPicdSnLkfRyO9ib 0 17-1-11 22-10-5 40-0-0 41-0 Q -.117-00 -0 17-1-11 5 8-9 17-1-11 1-0- Scale=1:75.6 5x6 = 5x6 = 11 12 13 14 15 16 Sheet Back 10 s ,1 .< ,...:410 Full Sheathing �� ♦•►♦ 1 Ply 7/16"4x9 OSB 17 7 / �/// / ♦♦♦ 19 T /ir / / ►♦♦i♦ 20 co 6 / / 5x6 i / // % ,' ♦- 5x6 Q8,00 12 / ►• 4 0 /1/ �/ ♦♦♦♦♦♦ 22 '/ % /�� t!, 23 2 /.. // // /.i4 ,2 ./ � / // // I � 24 a 0 4x6 = 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 4x6 = O 5x6 = 40-0-0 40-0-0 _ Plate Offsets(X,Y)-- [2:0-0-0,0-0-4],[4:0-3-0,0-3-0],[22:0-3-0,0-3-0],[24:0-0-0,0-0-4],[35:0-3-0,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.05 Vert(LL) -0.00 24 n/r 90 1 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.03 Vert(CT) 0.00 24 n/r 120 TCDL 7.0 Rep Stress Incr YES WB 0.11 Horz(CT) 0.01 24 n/a n/a BCLL 0.0 BCDL 10.0 * Code IBC2015/TPI2014 Matrix-RH Weight:594 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,except 1-4,22-25:2x6 DF No.2 2-0-0 oc purlins(6-0-0 max.):11-15. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 DF Std G*Except* WEBS 1 Row at midpt 13-35,12-36,10-37,9-38,8-39,14-34, 13-35,12-36,10-37,14-34,16-33:2x4 DF No.1&BtrG 16-33,17-32,18-31 REACTIONS. All bearings 40-0-0. (Ib)- Max Horz 2=-252(LC 8) Max Uplift All uplift 100 lb or less at joint(s)2,35,36,37,38,39,40,41,42,43,44,34,32,31,30,29, 28,27,26,24 Max Gray All reactions 250 lb or less at joint(s)2,35,36,37,38,39,40,41,42,43,44,34,33,32,31,30, 29,28,27,26,24 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-329/218,3-4=-270/164,23-24=-288/218 BOT CHORD 2-44=-174/267,43-44=-174/267,42-43=-180/270,41-42=-180/270,40-41=-180/270, 39-40=-180/270,38-39=-180/270,37-38=-180/270,36-37=-180/270,35-36=-180/270, 34-35=-180/270,33-34=-180/270,32-33=-180/270,31-32=-180/270,30-31=-180/270, 29-30=-180/270,28-29=-180/270,27-28=-180/270,26-27=-174/265,24-26=-174/265 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed; GGp PR p [- MWFRS(envelope)gable end zone and C-C Comer(3)-0-10-1 to 3-1-15,Exterior(2)3-1-15 to 12-11-4,Corner(3)12-11-4 to 27-0-12, ,`(G�L re 06, Exterior(2)27-0-12 to 36-10-1,Comer(3)36-10-1 to 40-10-1 zone;cantilever left and right exposed;end vertical left and right NG I N EF /p exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 �G 'Y 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 N./ 9 Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. ' 89200P E c 3)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10 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)Provide adequate drainage to prevent water ponding. •- ' 6)All plates are 2x4 MT20 unless otherwise indicated. -9 OREGON L' 7)Gable requires continuous bottom chord bearing. L ,fit-r A 8)Gable studs spaced at 2-0-0 oc. f' 2,°\ • 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �O 1 4, 4/?)‘)' 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 FR R 10- will fit between the bottom chord and any other members. 11)A plate rating reduction of 20%has been applied for the green lumber members. 12)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,35,36,37,38, EXPIRES: 12-31-2019 39,40,41,42,43,44,34,32,31,30,29,28,27,26,24. October 30,2019 13)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. A WARNING-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 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/TP/1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandra,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply K6857983 2149594 A10 GABLE 1 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.240 s Jul 14 2019 Print:8.240 s Jul 14 2019 MiTek Industries,Inc.Wed Oct 30 15:04:08 2019 Page 2 ID:5TjUXzerHVK8xjgOZSZeNpyPbl4-U431AF1 UQktQPsOq_t?TVSACI3cPicdSnLkfR_yO9ib A ter. WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP11 Quality Criteria,DSB-89 and BCS/Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply K6857984 2149594 ACAP01 GABLE 2 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.240 s Jul 14 2019 Print:8.240 s Jul 14 2019 MiTek Industries,Inc.Wed Oct 30 15:04:08 2019 Page 1 ID:5TjUXzerHVKBxjgOZSZeNpyPbl4-U431 AF 1 UQktQPsOq_t?TVSABM3cEid 1 SnLkfRy09ib I 5-8-9 5-8-9 4x4 = Scale=1:14.9 2 Sheet Front ,,'' Full Sheathing 1 Ply 7/16"4x9 OS88.00 12 i ... . / 4 3x4 -> 2x4 II • 3x4 2-10-5 5-8-9 2-10-5 2-10-5 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.08 Vert(LL) n/a - n/a 999 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.04 Vert(CT) n/a - n/a 999 TCDL 7.0 Rep Stress Incr YES WB 0.02 Horz(CT) 0.00 3 n/a n/a BCLL 0.0 BCDL 10.0 * Code IBC2015/TPI2014 Matrix-P Weight:25 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-8-9 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Std G REACTIONS. (lb/size) 1=120/5-8-9 (min.0-1-8),3=120/5-8-9 (min.0-1-8),4=194/5-8-9 (min.0-1-8) Max Horz 1=-36(LC 6) Max Uplift 1=-23(LC 10),3=-27(LC 11) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;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=1.10 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 1-4-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8)A plate rating reduction of 20%has been applied for the green lumber members. , ED PR Op 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,3. - ` Fs 10)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. CO.< `NG) NFF 11)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building `- •7 /L designer. $� i, 89200PE ter.. �'/Q 4 OREGON � �£5 /0-9y 14, 2.6\ 4 Q MFR R I O- l EXPIRES: 12-31-2019 October 30,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE M0-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall I� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabncation,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP/1 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 K6857985 2149594 ACAP2 Piggyback 29 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.240 s Jul 14 2019 Print:8.240 s Jul 14 2019 MiTek Industries,Inc.Wed Oct 30 15:04:08 2019 Page 1 ID:5TjUXzerHVK8xjgOZSZeNpyPbl4-U431 AF1 UQktQPsOq_t?TVSABM3cEid 1 SnLkfRyO9ib 5-8-9 5-8-9 4x4 = Scale=1:14.9 2 8.00 12 3 csi / O n INI� Qp��p��p���♦���pp• peeppp�p��p�e��lp�p�pppep•pp •ppp��:•p�p�pppp�p�•*e0•0��0000�00tPO�♦�O�O�OO���OO: o 4 3x4 2x4 II 3x4 2-10-5 5-8-9 2-10-5 2-10-5 LOADING (psf) 25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL(Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.08 Vert(LL) n/a - n/a 999 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.04 Vert(CT) n/a - n/a 999 BCLL 0.0 * Rep Stress Incr YES WB 0.02 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix-P Weight:18 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-8-9 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Std G REACTIONS. (lb/size) 1=120/5-8-9 (min.0-1-8),3=120/5-8-9 (min.0-1-8),4=194/5-8-9 (min.0-1-8) Max Horz 1=-36(LC 6) Max Uplift 1=-23(LC 10),3=-27(LC 11) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;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=1.10 3)Gable requires continuous bottom chord bearing. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)"This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,3. 8)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building V PROres s designer. oI NE, % Ct 89200PE 9`- .4,. „000',.:20------ illir �? , OREGON�� �ttii < Al Y 14, 4- „AO' `1FR R I L\- 4' EXPIRES: 12-31-2019 October 30,2019 I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M/I-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 MI;T ek} is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP/1 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 K6857986 2149594 B01 GABLE 1 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.240 s Jul 14 2019 Print:8.240 s Jul 14 2019 MiTek Industries,Inc.Wed Oct 30 15:04:09 2019 Page 1 ID:5TjUXzerHVK8xjgOZSZeNpyPbl4-yGdPOa 16B10H 10b0YaWi 1 gjKmTvTR31c0?TC_Ryo9ia 10-0 5-3-0 10-6-0 15-9-0 21-0-0 22-0-0 i1-0-0l 5-3-0 5-3-0 I 5-3-0 5-3-0 I1-0-0 5x6 = Scale=1:51.3 7 6 8 i 23 3x8 '� 12 5 8.00 22 r Oil'. g gill 20 3x6 I I ii 3 18 116; 21.� 3x6 I I pig" 3x6 1 2 _ 10 I qlG a km 3x4 = 3x8 = 12 3x4 = 17 16 15 143x6 = 7-0-07-2r0 14-0-0 21-0-0 7-0-0 0-210 6-10-0 7-0-0 Plate Offsets(X,Y)-- [15:0-2-12.0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.23 Vert(LL) -0.03 10-12 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.23 Vert(CT) -0.10 10-12 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.11 Horz(CT) 0.01 10 n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix-RH Weight:139 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 DF No.2 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 2x6 DF No.2`Except* JOINTS 1 Brace at Jt(s):18,19 9-12:2x4 DF Std G OTHERS 2x4 DF Std G REACTIONS. All bearings 7-5-8 except(jt=length)10=0-5-8,14=0-3-8. (Ib)- Max Horz 2=159(LC 9) Max Uplift All uplift 100 lb or less at joint(s)16,17,10 except 15=-216(LC 11) Max Gray All reactions 250 lb or less at joint(s)2,16,17 except 15=437(LC 1),10=679(LC 1),14=393(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 9-24=-646/53,10-24=-726/30 BOT CHORD 14-15=0/526,13-14=0/526,12-13=0/526,10-12=0/526 WEBS 15-19=-537/165,18-19=-520/152,18-20=-507/157,9-20=-540/167,9-12=0/282 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)-0-10-1 to 2-1-15,Interior(1)2-1-15 to 7-6-0,Exterior(2)7-6-0 to 13-6-0, Interior(1)13-6-0 to 18-10-1,Exterior(2)18-10-1 to 21-10-1 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 C U P R Q Ga le End ils as igner as per 3)TCLL:ASCE 7--10;Pf=25.0 psf(flat roof snow);Category I I;Expcable,or consult qualified building sB;Fully Exp.;ANSI/TPI t l 10 1 <� G G N FFA s/�� 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. ,<Cl '91' 5)All plates are 2x4 MT20 unless otherwise indicated. 89200P E 6)Gable studs spaced at 2-0-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �`, 8)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide �' If'� "' will fit between the bottom chord and any other members. 9)A plate rating reduction of 20%has been applied for the green lumber members. 74- � OREGON Li 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)16,17,10 except L 4? u (jt=lb)15=216. /O 4}- 142� '4- 11)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. �P SFR R I L\- EXPIRES: 12-31-2019 October 30,2019 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mit Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiT®lc' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP11 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety/nformation available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply K6857987 2149594 C01 GABLE 1 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.240 s Jul 14 2019 Print:8.240 s Jul 14 2019 MiTek Industries,Inc. Wed Oct 30 15:04:09 2019 Page 1 ID:5TjUXzerH VK8xjgOZSZeNpyPbl4-yGdPOa 16B 10H 1 ObOYaWi t gjNmTycR4zcO?TC_Ry09ia -1-0-0 7-0-014-0-0 15-0-0 1-0-0 7-0-0 7-0-0 1-0-0 5x6 = Scale:3/8"=1' 5 Sheet Front ��' Full Sheathing 1 Ply 7/16"4x9 OSB y3 ., ,�� 8.00 12 //t 7 m .Fr/ 8 nY///////////////i/////////AY,.//////%/ /////1// ///J/ //,52 ,9 5t -_-!!!i!i!!!i!i!i!i!i!i--—!2!e!er—!iS!if!i!i!i;Sr!i!i;S-1-1:-,-, -_ Sr!1"-1:----!i!-!i!i;Sr!i!iSS!"---i!-!i!i!i!i!ir-1.!i!-—!i--—!-.!i!...;-,.,;SW- i 9 4� 3x4 = 1 14 13 t2 11 10 3x4 = 14-0-0 II 14-0-0 - __---- LOADING (psf) 25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL(Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.04 Vert(LL) -0.00 8 n/r 90 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.03 Vert(CT) 0.00 8 n/r 120 BCLL 0.0 • Rep Stress lncr YES WB 0.04 Horz(CT) 0.00 8 n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix-RH Weight:121 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 DF Std G REACTIONS. All bearings 14-0-0. (Ib)- Max Horz 2=110(LC 9) Max Uplift All uplift 100 lb or less at joint(s)2,8,13,14,11,10 Max Gray All reactions 250 lb or less at joint(s)2,8,12,13,14,11,10 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Corner(3)-0-10-1 to 2-1-15,Exterior(2)2-1-15 to 4-0-0,Corner(3)4-0-0 to 10-0-0, Exterior(2)10-0-0 to 11-10-1,Corner(3)11-10-1 to 14-10-1 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=1.10 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 requires continuous bottom chord bearing. CI C Q P R QAC 7)Gable studs spaced at 2-0-0 oc. Q� F( 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �G N FF s/�2 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 T 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. �' 89200P E 9t' 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,8,13,14,11, 10. 12)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. ` -- �''`� pL OREGON ttt A' /Q 9}- 14 2Q P+ MFR R I LN- R' EXPIRES: 12-31-2019 October 30,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/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 K6857988 2149594 CO2 COMMON 2 1 Job Reference(optional) a Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.240 s Jul 14 2019 Print:8.240 s Jul 14 2019 MiTek Industries,Inc.Wed Oct 30 15:04:09 2019 Page 1 ID:5TjUXzerHVK8xjgOZSZeNpyPbl4-yGdPOa 16B10H t ObOYaWi 1 gjl6Tu5R3dc0?TC_RyO9ia 1-0-0 7-0-0 14-0-0 15-0-0 1 1-0-0 I 7-0-0 7-0-0 1-0-0 5x6 = Scale:3/21r=1' 3 XPM 114I1N 9 10 4 5 � r ` O , �IY 6 a 3x4 = 3x4 = 2x4 II 7-0-0 14-0-0 7-0-0 I 7-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.33 Vert(LL) -0.03 4-6 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.26 Vert(CT) -0.10 4-6 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.12 Horz(CT) 0.01 4 n/a n/a BCLL 0.0 Code IBC2015/TP12014 Matrix-RH Weight:67 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x6 DF No.2 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 REACTIONS. (lb/size) 2=637/0-5-8 (min.0-1-8),4=637/0-5-8 (min.0-1-8) Max Horz 2=110(LC 9) Max Uplift 2=-70(LC 10),4=-70(LC 11) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(ib)or less except when shown. TOP CHORD 2-7=-649/51,7-8=-516/60,3-8=-509/71,3-9=-509/71,9-10=-516/60,4-10=-649/51 BOT CHORD 2-6=0/420,4-6=0/420 WEBS 3-6=0/300 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)-0-10-1 to 2-1-15,Interior(1)2-1-15 to 4-0-0,Exterior(2)4-0-0 to 10-0-0, Interior(1)10-0-0 to 11-10-1,Exterior(2)11-10-1 to 14-10-1 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=1.10 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 ��,�13 P R Oie0 will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. CO NG I N F�n O 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,4. ,9 2 8)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. ,t/ -9 89200PE r 7 ,,OREGON \� �tv� / ,v 0 O 14 2 4 / RR 10--6 EXPIRES: 12-31-2019 October 30,2019 I r.r. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. int Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall a building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MITA' is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP/1 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 K6857989 2149594 JX01 JACK-OPEN GIRDER 4 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.240 s Jul 14 2019 Print:8.240 s Jul 14 2019 MiTek Industries,Inc.Wed Oct 30 15:04:10 2019 Page 1 I D:5TjUXzerH VK8xjgOZSZeNpyPbl4-QSBnbw2kyL88fAAD511 xatF VStDoAXnlEfDm Wtyo9iZ -1-0-0 1-10-15 1-0-0 1-10-15 Scale=1:17.5 3 8.00 12 1 2 to ♦ 8 9 10 4 3x8 = 4-0-0 8-0-0 4-0-0 4-0-0 Plate Offsets(X,Y)-- [2:0-8-0.0-0-14] LOADING (psf) 5 O SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL(Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.23 Vert(LL) -0.07 4-7 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.36 Vert(CT) -0.21 4-7 >448 180 BCLL 0.0 Rep Stress lncr NO WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix-MP Weight:19 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied or 1-10-15 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=137/Mechanical,2=138/0-5-8 (min.0-1-8),4=58/Mechanical Max Horz 2=57(LC 24) Max Uplift 2=-22(LC 24) Max Gray 3=188(LC 3),2=141(LC 14),4=116(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10 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 fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. c1�a PROF 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2. s 9 9)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. ` f 10) Use Simpson Strong-Tie LUS24(4-10d Girder,2-10d Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max.starting at �\ ` FR Fs 2-0-12 from the left end to 6-0-12 to connect truss(es)to front face of bottom chord. G� 11) Fill all nail holes where hanger is in contact with lumber. 892OOPECy < 12) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard y v 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) OREGON 4i� Vert 1-3=-64,4-5=-20 FL 4 /Q qk 1,4, 2,Q;\ MFR R IL.v. e' EXPIRES: 12-31-2019 October 30,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. MI!' Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MT®k' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP11 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safetylnformation available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply K6857990 2149594 JX02 JACK-OPEN 4 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.240 s Jul 14 2019 Print:8.240 s Jul 14 2019 MiTek Industries,Inc. Wed Oct 30 15:04:10 2019 Page 1 .. ID:5TjUXzerHVK8xjgOZSZeNpyPbl4-QSBnbw2kyL88fAAD511 xatFXstBnAXnlEfDmWty09iZ -1-0-0 3-10-15 1-0-0 3-10-15 Scale=1:18.8 3 8.00 12 2 1 • 1' 10 4 3x4 = 8-0-0 8-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.08 Vert(LL) -0.16 2-4 >562 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.48 Vert(CT) -0.49 2-4 >187 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCLL 0.0 * Code IBC2015/TPI2014 Matrix-P Weight:24 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied or 3-10-15 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=106/Mechanical,2=271/0-5-8 (min.0-1-8),4=77/Mechanical Max Horz 2=101(LC 10) Max Uplift 3=-74(LC 10) Max Gray 3=109(LC 18),2=271(LC 1),4=154(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;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=1.10 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 fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3. t1%3 P R Op 9)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. �` FS ��� NGINFR `S/ 9 cc- � . 89200PE 41111F‘-i4-;"111- ir► REGON ��L/.0 i k 14, 2.0 eP'` EXPIRES: 12-31-2019 October 30,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into 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?P/1 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 K6857991 2149594 JX03 JACK-OPEN 4 1 Job Reference(optional) Builtiers FirstSourcelProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.240 s Jul 14 2019 Print:8.240 s Jul 14 2019 MiTek Industries,Inc. Wed Oct 30 15:04:10 2019 Page 1 ID:5TjUXzerHVK8xjgOZSZeNpyPbl4-QSBnbw2kyL88fAAD511xatf YtBnAXnlEfDmWtyO9i2 -1-0-0 5-10-15 1-0-0 5-10-15 Scale=1:25.2 3 8.00 12 2 1 PA 3x4 = 4 8-0-0 8-0-0 LOADING (psf) 25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL(Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.23 Vert(LL) -0.16 2-4 >562 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.48 Vert(CT) -0.49 2-4 >187 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix-P Weight:29 lb FT=20% LUMBER-. BRACING- TOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied or 5-10-15 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=173/Mechanical,2=332/0-5-8 (min.0-1-8),4=77/Mechanical Max Horz 2=145(LC 10) Max Uplift 3=-114(LC 10) Max Gray 3=177(LC 18),2=332(LC 1),4=154(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;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=1.10 3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. 8)Prov14 e mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) � o p R Ot en 9)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. (j I N E - /o c 89200PE 9r' low % 4OREGO )4 / RR1L0- EXPIRES: 12-31-2019 October 30,2019 A -- WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.fON3/2015 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?P/1 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 K6857992 2149594 JX04 JACK-OPEN 4 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.240 s Jul 14 2019 Print 8.240 s Jul 14 2019 MiTek Industries,Inc. Wed Oct 30 15:04:11 2019 Page 1 I D:5TjUXzerHVK8xjgOZSZeNpyPbl4-vflApG3MjfG?GJIPf?YA65ockG WOv_1 vTJyJ2JyO9iY -1-0-0 7-10-15 1-0-0 7-10-15 Scale=1:31.5 3 j i 7 8.00 12 • 6 5 2 rn 1 3o , 3x4 = 4 8-0-0 8-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.45 Vert(LL) -0.16 2-4 >562 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.48 Vert(CT) -0.49 2-4 >187 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix-P Weight:34 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 DF No.2 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. REACTIONS. (lb/size) 3=239/Mechanical,2=394/0-5-8 (min.0-1-8),4=77/Mechanical Max Horz 2=176(LC 10) Max Uplift 3=-130(LC 10),2=-13(LC 10) Max Gray 3=243(LC 18),2=394(LC 1),4=154(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)-0-10-1 to 2-1-15,Interior(1)2-1-15 to 3-7-4,Exterior(2)3-7-4 to 7-10-3 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=1.10 3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. t2�0 PR OFr 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2 except(jt=lb) <�`` `ss 3=130. �C �G I N EF �a 9)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. R /� 89200PE 9e' 44110 • 41 OREGON\� �tv� �O �Y 14, 2Q 4/&RRIVA- e' EXPIRES: 12-31-2019 October 30,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MH-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Qualify Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply K6857993 2149594 JX05 JACK-OPEN 4 1 Job Reference(optional) Bunters FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.240 s Jul 14 2019 Print:8.240 s Jul 14 2019 MiTek Industries,Inc.Wed Oct 30 15:04:11 2019 Page 1 I D:5TjUXzerH VK8xjgOZSZeNpyPb14-vflApG3MjfG?GJIPf?YA65ocIG WOv_1 vTJyJ2JyO9iY -1-0-0 8-0-0 9-10-15 1-0-0 8-0-0 1-10-15 4 Scale=1:38.1 Io r 0 3 8.00 12 8 7 r; N r; N r. r 9 6 ‘i, 2 1.- rMI o �� 3x4 = 5 8-0-0 8-0-0 LOADING (psf25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL(Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.48 Vert(LL) -0.16 2-5 >562 240 MT20 220/195 TCDL 7,0 Lumber DOL 1.15 BC 0.48 Vert(CT) -0.49 2-5 >187 180 BCLL 0.0 Rep Stress lncr YES WB 0.00 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix-P Weight:39 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 DF No.2 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. REACTIONS. All bearings Mechanical except(jt=length)2=0-5-8,3=0-1-8. (Ib)- Max Horz 2=206(LC 10) Max Uplift All uplift 100 lb or less at joint(s)4 except 3=-155(LC 10) Max Gray All reactions 250 lb or less at joint(s)4,5 except 2=401(LC 1),3=308(LC 18) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)-0-10-1 to 2-1-15,Interior(1)2-1-15 to 5-7-4,Exterior(2)5-7-4 to 9-10-3 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=1.10 3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3. Q� ' P R QFfisr^� 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4 except(jt=lb)3 \c„<(' `NC? N��� s,0/ 10)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. C4r� 2.v 11)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 89200P E' c'` 0 4r L ¢ 4i OREGON fit 'o i� 14 R 20\ P4 SFR 10- e' EXPIRES: 12-31-2019 October 30,2019 1 ..r. WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Nut Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the Il 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 K6857994 2149594 JX06 JACK-OPEN 4 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.240 s Jul 14 2019 Print:8.240 s Jul 14 2019 MiTek Industries,Inc.Wed Oct 30 15:04:11 2019 Page 1 y ID:5TjUXzerHVK8xjgOZSZeNpyPbl4-vflApG3MjfG?GJIPf?YA65ocIGWOv_1 VTJyJ2Jy09iY 1-0-0 8-0-0 11-10-15 11-0-0 8-0-0 I 3-10-15 Scale=1:44.7 5 I0I- 0 4 8.00 12 9 3 =� 8 N O r0 0 0 n 7 2 rdiliMilliiiiiiiiMill - 1 9 �� o I .4 3x4 = 6 I 8-0-0 I 8-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.48 Vert(LL) -0.16 2-6 >562 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.48 Vert(CT) -0.49 2-6 >187 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 5 n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix-P Weight:44 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 DF No.2 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. REACTIONS. All bearings Mechanical except(jt=length)2=0-5-8,3=0-1-8,4=0-3-2. (Ib)- Max Horz 2=237(LC 10) Max Uplift All uplift 100 lb or less at joint(s)5,4 except 3=-156(LC 10) Max Gray All reactions 250 lb or less at joint(s)5,6,4 except 2=401(LC 1),3=309(LC 18) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)-0-10-1 to 2-1-15,Interior(1)2-1-15 to 7-7-4,Exterior(2)7-7-4 to 11-10-3 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=1.10 3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. Eo PR QF 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3. - ,<C,' ` �rS's 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5,4 except(jt=lb) �NG I N�F� /p2 3=156. 10)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4. 'Cr 9 11)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 892QQP E t' 12_ 4 OREGON t„. kit,//O 14, 9-° p4 MFR R I LA- Ca' EXPIRES: 12-31-2019 October 30,2019 I MOM A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11/-7473 rev.10/03/2015 BEFORE USE. Mit Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall '{ building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mi Fek9 is always required for stability and to prevent collapse with 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 K6857995 2149594 JX07 JACK-OPEN 4 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.240 s Jul 14 2019 Print:8.240 s Jul 14 2019 MiTek Industries,Inc. Wed Oct 30 15:04:11 2019 Page 1 ID:5TjUXzerHVK8xjgOZSZeNpyPbl4-vflApG3MjfG?GJIPf?YA65ocIG WOv_1 vTJyJ2JyO9iY 1-0-08-0-0 13-10-15 i1-0-0 8-0-0 5-10-15 Scale=1:51.3 5 8.00 - 77k;o6 3x4 8-0-0 8-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.48 Vert(LL) -0.16 2-6 >562 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.48 Vert(CT) -0.49 2-6 >187 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 5 n/a n/a BCLL 0.0 Code IBC2015/TP12014 Matrix-P Weight:50 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x6 DF No.2 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. REACTIONS. All bearings Mechanical except(jt=length)2=0-5-8,3=0-1-8,4=0-1-8. (Ib)- Max Horz 2=267(LC 10) Max Uplift All uplift 100 lb or less at joint(s)5,4 except 3=-160(LC 10) Max Gray All reactions 250 lb or less at joint(s)5,6,4 except 2=401(LC 1),3=315(LC 18) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-7=-270/208,7-8=-255/224 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)-0-10-1 to 2-1-15,Interior(1)2-1-15 to 9-7-4,Exterior(2)9-7-4 to 13-10-3 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=1.10 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 fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. (.D P R()Fe 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3,4. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5,4 except(jt=lb) '-`15)v ' ) 1- 10)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4. t 89200P E 9f 11)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. A_OREGON�� to 476,7.1)„ 14, 20 P-i- MERRII.�- EXPIRES: 12-31-2019 October 30,2019 AWARN/NG-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiT®k' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 r. Job Truss Truss Type Qty Ply K6857996 2149594 JY01 JACK-OPEN GIRDER 4 1 Job Reference(optional) Builders FirstSourcelProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.240 s Jul 14 2019 Print:8.240 s Jul 14 2019 MiTek Industries,Inc.Wed Oct 30 15:04:12 2019 Page 1 r I D:5TjUXzerH V K8xjgOZSZeN pyPbl4-NrlY0c4_TyOruTKbDj3Pfl Lncgu GeRG2izisbly09iX -1-0-0 1-10-15 1-0-0 1-10-15 Scale=1:17.5 3 i 8.00 112cri 1 2 n o C ♦ 8 9 10 4 Y � 3x8 = 4-0-0 I 8-0-0 4-0-0 4-0-0 Plate Offsets(X,Y)-- [2:0-8-0.0-0-14] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lop) 1/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.23 Vert(LL) -0.07 4-7 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.36 VertCT -0.21 4-7 >448 180 BCD LLTCL 0.0 7.0 Rep Stress lncr NO WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix-MP Weight 19 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied or 1-10-15 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 3=137/Mechanical,2=138/0-5-8 (min.0-1-8),4=58/Mechanical Max Horz 2=57(LC 8) Max Uplift 2=-22(LC 24) Max Gray 3=188(LC 3),2=141(LC 14),4=116(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10 3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. f.ciED P OF 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2. ,``S c ss 9)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. \CO NG(NE- /O 10)Use Simpson Strong-Tie LUS24(4-10d Girder,2-10d Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max.starting at R 2-0-12 from the left end to 6-0-12 to connect truss(es)to front face of bottom chord. 44 11)Fill all nail holes where hanger is in contact with lumber. CC 89200PE r. 12) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard::� --^---. 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 rt Uniform Loads(plf) © OREGON 4,/ Vert:1-3=-64,4-5=-20 - <O �k 14, 2° p`k- ' RR1L\- Q' EXPIRES: 12-31-2019 October 30,2019 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/TP/1 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 K6857997 2149594 JY02 JACK-OPEN 4 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.240 s Jul 14 2019 Print:8.240 s Jul 14 2019 MiTek Industries,Inc. Wed Oct 30 15:04:12 2019 Page 1 I D:5TjUXzerH VK8xjgOZSZeNpyPbl4-NrlY0c4_TyOruTKbDj3PflLtLgsFeRG 2izisbly09iX -1-0-0 3-10-15 1-0-0 3-10-15 Scale=1:18.8 3 ,1 8.00 I12 o: 2 1 i =; 4 3x4 = I 8-0-0 8-0-0 LOADING (psf) 25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL(Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.08 Vert(LL) -0.16 2-4 >562 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.48 Vert(CT) -0.49 2-4 >187 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix-P Weight:24 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied or 3-10-15 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=106/Mechanical,2=271/0-5-8 (min.0-1-8),4=77/Mechanical Max Horz 2=101(LC 10) Max Uplift 3=-74(LC 10) Max Gray 3=109(LC 18),2=271(LC 1),4=154(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;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=1.10 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 fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3. EO PR QF 9)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. (G\'‘ G c) � - %NG`1N�Fh' /O�'y 9200P �' /� OREGON � A. <O '(/kk 14, 2°\ 4 M�RRILL EXPIRES: 12-31-2019 October 30,2019 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 Wok' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/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 K6857998 2149594 JY03 JACK-OPEN 4 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8240 s Jul 14 2019 Print:8.240 s Jul 14 2019 MiTek Industries,Inc. Wed Oct 30 15:04:12 2019 Page 1 " I D:5TjUXzerH VK8xjgOZSZeNpyPbl4-NrlY0c4_TyOruTKbDj3 Pfl Lr1 gsFeRG2izisblyO9iX -1-0-0 5-10-15 1-0-0 5-10-15 Scale=1:25.2 3 8.00 1:1-2-- 2 1Trn `? o 3x4 = 4 8-0-0 8-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.23 Vert(LL) -0.16 2-4 >562 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.48 Vert(CT) -0.49 2-4 >187 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCLL 0.0 Code IBC2015/TP12014 Matrix-P Weight:29 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied or 5-10-15 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=173/Mechanical,2=332/0-5-8 (min.0-1-8),4=77/Mechanical Max Horz 2=145(LC 10) Max Uplift 3=-114(LC 10) Max Gray 3=177(LC 18),2=332(LC 1),4=154(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;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=1.10 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 fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) Ecj PR( 3=114. (f.,` "So 9)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. NGI Nr E' /O 'T ‘cc 89200PE 9r Or- 0 A_OREGON e 1.0 �O �yi4, 2° MFRRI1- e' EXPIRES: 12-31-2019 October 30,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into 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/1"P/1 Quality Criteria,OSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply K6857999 2149594 JY04 JACK-OPEN 4 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.240 s Jul 14 2019 Print:8.240 s Jul 14 2019 MiTek Industries,Inc. Wed Oct 30 15:04:12 2019 Page 1 I D:5TjUXzerH VK8xjgOZSZeN pyPb I4-Nrl Y0c4_TyoruTKbDj3Pfl LnU gsFeRG2 izisbly09iX -1-0-0 7-10-15 1-0-0 I 7-10-15 3 Scale=1:31.5 7 8.00 12 6 5 2 w 1 t 3o o ./ �/ 3x4 = 4 8-0-0 8-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate GripDOL 1.15 TC 0.45 Vert(LL) -0.16 2-4 >562 240 (Roof Snow=25.0) MT20 220/195 TCDL 7,0 Lumber DOL 1.15 BC 0.48 Vert(CT) -0.49 2-4 >187 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix-P Weight:34 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 DF No.2 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. REACTIONS. (lb/size) 3=239/Mechanical,2=394/0-5-8 (min.0-1-8),4=77/Mechanical Max Horz 2=176(LC 10) Max Uplift 3=-130(LC 10),2=-13(LC 10) Max Gray 3=243(LC 18),2=394(LC 1),4=154(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)-0-10-1 to 2-1-15,Interior(1)2-1-15 to 3-7-4,Exterior(2)3-7-4 to 7-10-3 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=1.10 3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. n�13 PROF 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2 except(jt=lb) ` FS 3=130. G� `ANG I NE- -,„, sso 9)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. * 9 `� ^9200P c A OREGON�� �tt� C) /O '4y 14, 24 P4 MRRI0- e' EXPIRES: 12-31-2019 October 30,2019 I Immo A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. ' Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not �- a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into 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/TP/1 Quality Criteria,DSB-89 and BCS/Building Component 250 Klug Circle Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply K6858000 2149594 JY05 JACK-OPEN 2 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.240 s Jul 14 2019 Print:8.240 s Jul 14 2019 MiTek Industries,Inc.Wed Oct 30 15:04:13 2019 Page 1 e I D:5TjUXzerHVK8xjgOZSZeNpyPbl4-r1 swEy5dEGW iWdvnnQbeCWtyo4CUNu WBwdRQ7CyO9i W 1-0-0 8-0-0 9-10-3 1-0-0 8-0-0 1-10-3 Scale=1:37.9 4 ro V 0 t m .4- ,- 4 2 4 1 1 • o M. 3x4 = 5 8-0-0 1 8-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.48 Vert(LL) -0.16 2-5 >562 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.48 Vert(CT) -0.49 2-5 >187 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix-P Weight:39 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 DF No.2 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. REACTIONS. All bearings Mechanical except(jt=length)2=0-5-8,3=0-1-8. (Ib)- Max Horz 2=205(LC 10) Max Uplift All uplift 100 lb or less at joint(s)4 except 3=-154(LC 10) Max Gray All reactions 250 lb or less at joint(s)4,5 except 2=401(LC 1),3=306(LC 18) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)-0-10-1 to 2-1-15,Interior(1)2-1-15 to 5-6-8,Exterior(2)5-6-8 to 9-9-7 zone; cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10 3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. ci P R 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3. `(L�`�O O�`�'s 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4 except(jt=lb) c,-S<<' . r‘902.41 1 N�� /,. 3=154. C ',.8. 'Q /L 10)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. <Ct -y 11)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. .� 800P E de OREGON�� ���L �O 4Y 14, 2Q s?_ MFR R 1 I-\- Q' EXPIRES: 12-31-2019 October 30,2019 I 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' ek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITP11 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply K6858001 2149594 JY06 JACK-OPEN GIRDER 2 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.240 s Jul 14 2019 Print:8.240 s Jul 14 2019 MiTek Industries,Inc. Wed Oct 30 15:04:13 2019 Page 1 I D:5TjUXzerH V K8xjgOZSZeN pyPbl4-r1 swEy5dE G W i W dvnnQbeC Wt3b46rNu W Bwd RQ7Cy09i W -1-0-0 1-10-15 1-0-0 1-10-15 Scale=1:13.1 3 11' 8.00 12 I I 2 1/I 1 rt °' � I W. 5 6 4 01.411141 3x4 = 2-10-7 5-8-14 2-10-7 2-10-7 LOADING (psf) 25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL(Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.05 Vert(LL) -0.06 2-4 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.85 Vert(CT) -0.18 2-4 >373 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix-P Weight:16 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied or 1-10-15 oc purlins. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=46/Mechanical,2=186/0-5-8 (min.0-1-8),4=56/Mechanical Max Horz 2=58(LC 8) Max Uplift 3=-35(LC 8) Max Gray 3=49(LC 16),2=194(LC 14),4=113(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- • 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp 8;Fully Exp.;Ct=1.10 3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3. c t PR OFc 9)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. �f� Fss 10)Use Simpson Strong-Tie LUS24(4-10d Girder,2-10d Truss,Single Ply Girder)or equivalent at 2-0-12 from the left end to connect %‘9G2 N�F truss(es)to front face of bottom chord,skewed 0.0 deg.to the left,sloping 0.0 deg.down. g11) Use Simpson Strong-Tie LUS24(4-10d Girder,2-10d Truss,Single Ply Girder)or equivalent at 4-0-12 from the left end to connecttruss(es)to front face of bottom chord. Qma1 OP t^' 12) Fill all nail holes where hanger is in contact with lumber. 13) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15OREGON Uniform Loads(plf) 3L t/ Vert:1-3=-64,2-4=-20 <0 '9 k 14, 2.6\ ME EXPIRES: 12-31-2019 October 30,2019 AWARNING-Verify design �� my g parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.1lHD3/2015 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 A building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiT®k' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/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 K6858002 2149594 JY07 JACK-OPEN 2 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8240 s Jul 14 2019 Print:8.240 s Jul 14 2019 MiTek Industries,Inc. Wed Oct 30 15:04:13 2019 Page 1 I D:5TjUXzerH VK8xjgOZSZeNpyPbl4-r1 swEy5dEG W i WdvnnQbeC Wt2548tNu W BwdRQ7CyO9i W -1-0-0 3-10-15 1-0-0 3-10-15 Scale=1:18.8 3 8.00 12 f^. 2 ,/ 4 3x4 = 5-8-14 5-8-14 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 0.08 Vert(LL) -0.05 2-4 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.72 Vert(CT) -0.16 2-4 >412 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix-P Weight:21 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied or 3-10-15 oc purlins. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=106/Mechanical,2=249/0-5-8 (min.0-1-8),4=54/Mechanical Max Horz 2=101(LC 10) Max Uplift 3=-74(LC 10),2=-3(LC 10) Max Gray 3=109(LC 18),2=249(LC 1),4=109(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;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=1.10 3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,2. n .0 PROF 9)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. ` F� ����G I N FF9 SjC)* 17 89200PE 1' -.7OREGON�� mak' /0 q}' 14, 2- P4 `SFR R►1��- �' EXPIRES: 12-31-2019 October 30,2019 I imam A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1-7473 rev.10/03/2015 BEFORE USE. mit Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall ;� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply K6858003 2149594 JY08 JACK-OPEN 2 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.240 s Jul 14 2019 Print:8240 s Jul 14 2019 MiTek Industries,Inc.Wed Oct 30 15:04:13 2019 Page 1 I D:5TjUXzerH VK8xjgOZSZeN pyPbl4-r1 swEy5d E G W i W dvnnQbeC WtOp48tNu W Bwd RQ7Cy09i W -1-0-0 5-8-14 5-10-II15 1-0-0 5-8-14 022-LI Scale=1:25.2 3 0 8.00 tit 2 1 ti 3x4 = 4 5-8-14 5-8-14 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.22 Vert(LL) -0.05 2-4 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.72 Vert(CT) -0.16 2-4 >412 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCLL 0.0 Code IBC2015/TPI2014 Matrix-P Weight:26 lb FT=20% BCDL 10.0 9 LUMBER- BRACING- TOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied or 5-8-14 oc purlins. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=173/0-2-1 (min.0-1-8),2=308/0-5-8 (min.0-1-8),4=54/Mechanical Max Horz 2=144(LC 10) Max Uplift 3=-114(LC 10),2=-12(LC 10) Max Gray 3=176(LC 18),2=308(LC 1),4=109(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;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=1.10 3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3. t1c.0 P R OFc s 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2 except(jt=lb) 3=114. S,, 10)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. f) 11)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. - '9 „t4./ r $9 / 200PE <' liPiglie or."' FOREGON N11, EC 'O "1k 14, 2° P-�- 4RR1LN- e' EXPIRES: 12-31-2019 October 30,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1-7473 rev.10g3/2015 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/TM 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 K6858004 2149594 JY09 JACK-OPEN 2 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.240 s Jul 14 2019 Print:8.240 s Jul 14 2019 MiTek Industries,Inc. Wed Oct 30 15:04:14 2019 Page 1 'b I D:5TjUXzerH VK8xjgOZSZeNpyPbl4-JEQIRI5F?aeZ7nU_K86tkjQBVUU66LmL9HBzfeyO9iV -1-0-0 5-8-14 7-10-15 1-0-0 5-8-14 2-2-1 Scale:3/8"=1' 4 0 0 3 8.00 112 N 7 0 W 7 N � a) 6 2 3.c 1 1 3x4 = 5 1 5-8-14 5-8-14 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.23 Vert(LL) -0.05 2-5 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.72 Vert(CT) -0.16 2-5 >412 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 4 n/a n/a BCLL 0.0 Code IBC2015fTP12014 Matrix-P Weight:31 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied or 5-8-14 oc purlins. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings Mechanical except(jt=length)2=0-5-8,3=0-3-2. (Ib)- Max Horz 2=176(LC 10) Max Uplift All uplift 100 lb or less at joint(s)4 except 3=-141(LC 10) Max Gray All reactions 250 lb or less at joint(s)4,5,3 except 2=310(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)-0-10-1 to 2-1-15,Interior(1)2-1-15 to 3-7-4,Exterior(2)3-7-4 to 7-10-3 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=1.10 3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. n P R 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4 except(jt=lb) (```�D Ore c, 3=141. \C GIN /D 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. •T ,L 10)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. -f! 89200PE map/!"' moi► ,A OREGON�tx /O � 14, v.:3" v.:3" MFR R I LA- EXPIRES: 12-31-2019 October 30,2019 AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mit Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTeke is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply K6858005 2149594 JY10 JACK-OPEN 1 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.240 s Jul 14 2019 Print:8.240 s Jul 14 2019 MiTek Industries,Inc. Wed Oct 30 15:04:14 2019 Page 1 ID:5TjUXzerH VK8xjgOZSZeNpyPbl4-JEQIRI5F?aeZ7nU_K86tkjQBVUU66LmL9H BzfeyO9iV 1-0-0 5-8-14 9-10-3 1-0-0 5-8-14 4-1-5 Scale=1:38.5 4 In 0 ,VD 9Cm 71. or O 3x4 = 5 5-8-14 5-8-14 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.23 Vert(LL) -0.05 2-5 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.72 Vert(CT) -0.16 2-5 >412 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) CT) -0.00 4 n/a n/a BCDL 10.0 Code IBC2015ITPI2014 Matrix-P Weight 36 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied or 5-8-14 oc purlins. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings Mechanical except(jt=length)2=0-5-8,3=0-3-2. (Ib)- Max Horz 2=205(LC 10) Max Uplift All uplift 100 lb or less at joint(s)4 except 3=-166(LC 10) Max Gray All reactions 250 lb or less at joint(s)4,5 except 2=310(LC 1),3=305(LC 18) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)-0-10-1 to 2-1-15,Interior(1)2-1-15 to 5-6-8,Exterior(2)5-6-8 to 9-9-7 zone; cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10 3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. ciGG 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4 except(jt=1b) �`O R OFFS 3=166. C' !N(3 I N E - spa 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. 10)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. z 89200PE r" A0.OREGON \� �O y 14, r- �--k- /11R R ILA- 6 EXPIRES: 12-31-2019 October 30,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not �- a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MITek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP/1 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 K6858006 2149594 JZO1 JACK-OPEN GIRDER 4 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.240 s Jul 14 2019 Print:8.240 s Jul 14 2019 MiTek Industries,Inc.Wed Oct 30 15:04:14 2019 Page 1 ID:5TjUXzerHVK8xjgOZSZeNpyPbl4-JEQIRI5F?aeZ7nU_K86tkjQENURe6LmL9H Bzfeyo9iV -1-0-0 1-10-15 1-0-0 1-10-15 Scale=1:13.6 3 8.00 12 2 10, 1 \ o ♦ 5 6 4 cg5j{ 3x4 = 3-0-0 6-0-0 3-0-0 3-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.04 Vert(LL) -0.07 2-4 >971 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.94 Vert(CT) -0.22 2-4 >324 180 TCDL 7.0 Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix-P Weight:16 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied or 1-10-15 oc purlins. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=47/Mechanical,2=187/0-3-12 (min.0-1-8),4=59/Mechanical Max Horz 2=58(LC 8) Max Uplift 3=-35(LC 8) Max Gray 3=49(LC 16),2=194(LC 14),4=118(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10 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 fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3. c1c,Q PR of 9)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. ,`f``` �u61 10) Use Simpson Strong-Tie LUS24(4-10d Girder,2-10d Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max.starting at �cD `NG I N�F / , 2-0-12 from the left end to 4-0-12 to connect truss(es)to front face of bottom chord. `i 'Y /� 11)Fill all nail holes where hanger is in contact with lumber. . -9 12)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). CC9200P c LOAD CASE(S) Standard / 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 -'.tr.' .+ Uniform Loads(plf) y �l OREGON oto Vert:1-3=-64,2-4=-20 /O "9), 14, ZQ 0- ' RRIL\- e' EXPIRES: 12-31-2019 October 30,2019 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 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/T.11 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 1(6858007 2149594 JZO2 JACK-OPEN 4 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.240 s Jul 14 2019 Print:8.240 s Jul 14 2019 MiTek Industries,Inc.Wed Oct 30 15:04:14 2019 Page 1 ID:5TjUXzerH VK8xjgOZSZeNpyPbt4-JEQIRI5F?aeZ7nU_K86tkjQDIUTa6LmL9H BzfeyO9iV -1-0-0 3-10-15 1-0-0 3-10-15 Scale=1:18.8 3 II 8.00 I12 2 1 II Ib n 4 3x4 = 6-0-0 6-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.08 Vert(LL) -0.07 2-4 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.81 Vert(CT) -0.20 2-4 >345 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCLL 0.0 Code IBC2015/TPI2014 Matrix-P Weight:21 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied or 3-10-15 oc purlins. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=110/Mechanical,2=248/0-3-12 (min.0-1-8),4=58/Mechanical Max Horz 2=101(LC 10) Max Uplift 3=-75(LC 10),2=-1(LC 10) Max Gray 3=113(LC 18),2=248(LC 1),4=116(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;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=1.10 3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,2. nE0 PROF 9)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. f``` C�' 4.,c•c;3 � GINE,� �' 07,7„ 89200PE L4/OREGON �4ti /O �� 14, 20 P } EXPIRES: 12-31-2019 October 30,2019 -- r A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/03/2018 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply K6858008 2149594 JZO3 JACK-OPEN 4 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.240 s Jul 14 2019 Print:8.240 s Jul 14 2019 MiTek Industries,Inc.Wed Oct 30 15:04:15 2019 Page 1 , ID:5TjUXzerHVK8xjgOZSZeNpyPbl4-nQ_gee6tmtmQlx3Aurd6HxyL8uppro000xwXB4yO9iU -1-0-0 5-10-15 1-0-0 l 5-10-15 Scale=1:25.2 3 , 8.00 12 71 1 2 a 11"' 0 d 3x4 = 4 6-0-0 6-0-0 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 0.24 Vert(LL) -0.07 2-4 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.81 Vert(CT) -0.20 2-4 >345 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCLL 0.0 Code IBC2015/TPI2014 Matrix-P Weight 26 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied or 5-10-15 oc purlins. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=177/Mechanical,2=309/0-3-12 (min.0-1-8),4=58/Mechanical Max Horz 2=145(LC 10) Max Uplift 3=-115(LC 10),2=-10(LC 10) Max Gray 3=180(LC 18),2=309(LC 1),4=116(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;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=1.10 3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2 except(jt=lb) �C 2G 0 P R OFec, 3=115. ```L" 9)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. ��CO �N(j I N E'z� /O* cc 89200PE v� 41110) -y , OREGON a. 4,/ 1.36 1' 14, 2� P-1- 41FRR I L.\- es EXPIRES: 12-31-2019 October 30,2019 ra. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Nut Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall s building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/FP11 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle 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 K6858009 2149594 SX01 JACK-OPEN 4 1 Job Reference(optional) BuilSers FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8240 s Jul 14 2019 Print:8.240 s Jul 14 2019 MiTek Industries,Inc.Wed Oct 30 15:04:15 2019 Page 1 ID:5TjUXzerHVK8xjciOZSZeNpyPbl4-nQ gee6tmtmQlx3Aurd6HxyOBu_KroOUOxwXB4yO9iU -1-0-0 1-10-15 1-0-0 1-10-15 Scale:1-=1' 3 8.00 12 2 ' ►/ 3x4 = 4 2-0-0 2-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.04 Vert(LL) -0.00 2 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.08 Vert(CT) -0.00 2-4 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCLL 0.0 Code IBC2015/TPI2014 Matrix-P Weight:11 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied or 1-10-15 oc purlins. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=46/Mechanical,2=149/0-5-8 (min.0-1-8),4=19/Mechanical Max Horz 2=58(LC 10) Max Uplift 3=-35(LC 10),2=-16(LC 10) Max Gray 3=49(LC 18),2=157(LC 16),4=39(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;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=1.10 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 fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,2. t1c P R QF• 9)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 6 /ate 89200PEct 9r' yG ,�C?REGON\� to /4 :2- 1 4, 2P P± MFRR1��- �' EXPIRES: 12-31-2019 October 30,2019 MOM A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MIMIC 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 ANSVTP11 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 K6858010 2149594 SX02 JACK-OPEN 4 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8240 s Jul 14 2019 Print:8.240 s Jul 14 2019 MiTek Industries,Inc.Wed Oct 30 15:04:15 2019 Page 1 * ID:5TjUXzerHVKBxjgOZSZeNpyPbI4-nQ gee6tmtmQIx3Aurd6HxyNMu_KroOUOxwXB4y09iU -1-0-0 2-0-0 3-10-15 1-0-0 2-0-0 1-10-15 Scale=1.19.0 3 fl o 0 8.00 12 h N h N Ol ;fel 2 1 jj 3x4 = 4 2-0-0 2-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.09 Vert(LL) -0.00 2 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.08 Vert(CT) -0.00 2-4 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCLL 0.0 Code IBC2015/TP12014 Matrix-P Weight:16 lb FT=20% BCDL 10.0 g LUMBER- BRACING- TOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=115/Mechanical,2=204/0-5-8 (min.0-1-8),4=19/Mechanical Max Horz 2=101(LC 10) Max Uplift 3=-76(LC 10),2=-23(LC 10) Max Gray 3=118(LC 18),2=204(LC 1),4=39(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;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=1.10 3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,2. c2iED PROF 9)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. `�`` c ss ez_ �NGINFFg /a 41., y 89200PE -g 1 ,f OREGON �O ply 14, 2� p�- F1:1R10- �' EXPIRES: 12-31-2019 October 30,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek_ is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP/1 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 K6858011 2149594 SX03 JACK-OPEN 4 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.240 s Jul 14 2019 Print:8.240 s Jul 14 2019 MiTek Industries,Inc.Wed Oct 30 15:04:15 2019 Page 1 I D:5TjUXzerH VK8xjgOZSZeNpyPbl4-nQ.gee6tmtmolx3Aurd6HxyLwu_Kro0U OxwXB4y09iU -1-0-0 2-0-0 5-10-15 1-0-0 2-0-0 3-10-15 Scale=1:25.9 3 11 � Vo No O 3x4 = 4 2-0-0 2-0-0 LOADING (psf) j 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 2 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.08 Vert(CT) -0.00 2-4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix-P Weight 21 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=181/Mechanical,2=266/0-5-8 (min.0-1-8),4=19/Mechanical Max Horz 2=145(LC 10) Max Uplift 3=-116(LC 10),2=-32(LC 10) Max Gray 3=184(LC 18),2=266(LC 1),4=39(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;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=1.10 3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2 except(jt=lb) G p P R°Fes, 3=116. C� [� 9)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. aIN , 89200PE r- AP.0.51 ir , CC A OREGON�� 14, 4- Q1' e' EXPIRES: 12-31-2019 October 30,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mi" Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall MiTek' building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSII7PII 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 K6858012 2149594 SY01 JACK-OPEN 6 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8240 s Jul 14 2019 Print:8.240 s Jul 14 2019 MiTek Industries,Inc.Wed Oct 30 15:04:15 2019 Page 1 'I I D:5TjUXzerH V K8xjciOZSZeN pyPb14-nQ_gee6tmtmQlx3Aurd6HxyOBu_KroOU OxwXB4yO9i U -1-0-0 1-10-15 1-0-0 1-10-15 Scale:1"=1' 3 8.00 r12- 2 1 ►t 3x4 = 4 2-0-0 2-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (roc) 1/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.04 Vert(LL) -0.00 2 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.08 Vert(CT) -0.00 2-4 >999 180 TCDL 7.0 Rep Stress Ina YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCLL 0.0 Code IBC2015/TP12014 Matrix-P Weight:11 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied or 1-10-15 oc purlins. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=46/Mechanical,2=149/0-5-8 (min.0-1-8),4=19/Mechanical Max Horz 2=58(LC 10) Max Uplift 3=-35(LC 10),2=-16(LC 10) Max Gray 3=49(LC 18),2=157(LC 16),4=39(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;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=1.10 3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,2. t1c(3 PR Op 9)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. �``G. Fstr ,� ANG N� h) °2,9 89200PE O -yG ,i OREGON 4,/ "ij 4, 20 �-}- �ERRII.L e' EXPIRES: 12-31-2019 October 30,2019 MINIM A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall �p building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' 11, is always required for stability and to prevent collapse with possible personal injury and propertydamage For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI?PI1 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 K6858013 2149594 SY02 JACK-OPEN 6 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.240 s Jul 14 2019 Print:8.240 s Jul 14 2019 MiTek Industries,Inc. Wed Oct 30 15:04:16 2019 Page 1 I D:5TjUXzerH VK8xjgOZSZeNpyPbl4-FcY3s_7VXBuHN5dMSZ8Lp8VY6HKYaFGedag4kXy09iT -1-0-0 2-0-0I 3-10-15 1-0-0 2-0-0 1-10-15 Scale=1:19.0 3 1o n' 0 8.00 12 n N n N t" lh rA N 2 1 I j' ci ►/ CI ►t 3x4 = 4 2-0-0 2-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.09 Vert(LL) -0.00 2 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.08 Vert(CT) -0.00 2-4 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCLL 0.0 * Code IBC2015/TP12014 Matrix-P Weight:16 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=115/Mechanical,2=204/0-5-8 (min.0-1-8),4=19/Mechanical Max Horz 2=101(LC 10) Max Uplift 3=-76(LC 10),2=-23(LC 10) Max Gray 3=118(LC 18),2=204(LC 1),4=39(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;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=1.10 3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,2. c1`c PR O --- 9)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. ``` C c ANGINE,�RcSj��9ic.L.447,`, 89200PEr, /,,, „ YA OREGON�� A. 'O gk14, 20 P- ei /11R R 11-\- EXPIRES: 12-31-2019 October 30,2019 NNW A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not �- a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Milia k` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI7 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 K6858014 2149594 SY03 JACK-OPEN 4 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.240 s Jul 14 2019 Print:8.240 s Jul 14 2019 MiTek Industries,Inc. Wed Oct 30 15:04:16 2019 Page 1 I D:5TjUXzerH VK8xjgOZSZeNpyPbl4-FcY3s_7VXBuHN5dMSZ8Lp8V WgH KYaFGedag4kXyO9iT -1-0-0 2-0-0 5-10-15 1-0-0 2-0-0 3-10-15 Scale=1:25.9 3 • 8.00 112 N 9 2 1 nminig 3x4 = 4 2-0-0 2-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (hoc) I/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.25 Vert(LL) -0.00 2 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.08 Vert(CT) -0.00 2-4 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCLL 0.0 * Code IBC2015/TP12014 Matrix-P Weight 21 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=181/Mechanical,2=266/0-5-8 (min.0-1-8),4=19/Mechanical Max Horz 2=145(LC 10) Max Uplift 3=-116(LC 10),2=-32(LC 10) Max Gray 3=184(LC 18),2=266(LC 1),4=39(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;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=1.10 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 fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2 except(jt=lb) EG PR OF-4-6, 3=116. � s 9)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. ‘0"\ ANG I N E- /O __444 89200P v� pL ,t_OREGON W "1)' 9y 14, 2. # SER EXPIRES: 12-31-2019 October 30,2019 9 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP/1 Quality Crderia,DSB-89 and SCSI Building Component 250 Klug Circle Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply K6858015 2149594 SZO1 JACK-OPEN 4 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.240 s Jul 14 2019 Print:8.240 s Jul 14 2019 MiTek Industries,Inc.Wed Oct 30 15:04:16 2019 Page 1 ID:5TjUXzerH VK8xjgOZSZeNpyPbl4-FcY3s_7VXBuH N5dMSZ8Lp8VZyHKXaFGedag4kXyO91T -1-0-0 1-10-15 1-0-0 1-10-15 Scale:1"=1' 3 8.00 12 2 0 3x4 = 4 2-0-0 2-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 25.0 (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.04 Vert(LL) -0.00 2 >999 240 MT20 220/195 TCDL 7,0 Lumber DOL 1.15 BC 0.08 Vert(CT) -0.00 2-4 >999 180 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCLL 0.0 BCDL 10.0 * Code IBC2015/TP12014 Matrix-P Weight:11 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied or 1-10-15 oc purlins. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=47/Mechanical,2=148/0-3-12 (min.0-1-8),4=20/Mechanical Max Horz 2=58(LC 10) Max Uplift 3=-35(LC 10),2=-16(LC 10) Max Gray 3=49(LC 18),2=155(LC 16),4=39(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;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=1.10 3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,2. EQ P R QF 9)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. Fs 92I OP F , OREGON A� 76 ,y- 14, 2° p." /1/161R11-\- c).) EXPIRES: 12-31-2019 October 30,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mitDesign 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/TP/1 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 K6858016 2149594 SZO2 JACK-OPEN 4 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.240 s Jul 14 2019 Print:8.240 s Jul 14 2019 MiTek Industries,Inc. Wed Oct 30 15:04:16 2019 Page 1 I D:5Tj U XzerH V K8xjgOZSZe N pyPb l4-F cY3s_7 VX Bu H N 5d M SZ8 L p8 V Y6 H KYa F G edag4kXy09 i T -1-0-0 2-0-0 3-10-15 1-0-0 2-0-0 1-10-15 Scale=1:19.0 3 o 0 8.00 12 h N N r0 N 2 1 N/=,. 3x4 = 4 2-0-0 2-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.09 Vert(LL) -0.00 2 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.08 Vert(CT) -0.00 2-4 >999 180 BCLDL 0.0 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix-P Weight:16 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.. REACTIONS. (lb/size) 3=115/Mechanical,2=204/0-5-12 (min.0-1-8),4=19/Mechanical Max Horz 2=101(LC 10) Max Uplift 3=-76(LC 10),2=-23(LC 10) Max Gray 3=117(LC 18),2=204(LC 1),4=39(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;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=1.10 3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,2. t1E� P R Of? 9)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. �`�` `ss 44/ NGINER -9200P <- AO rt ,,OREGON � kg" /0 /O q)" 14, 2.°.\ p`!- AER R 10, Q' EXPIRES: 12-31-2019 October 30,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1-7473 rev.10/03/2016 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 MI T{ ek° is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply K6858017 2149594 X01 CAL HIP 2 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.240 s Jul 14 2019 Print:8240 s Jul 14 2019 MiTek Industries,Inc. Wed Oct 30 15:04:17 2019 Page 1 I D:5TjUXzerH V K8xjgOZSZe NpyPb I4-jo6R3J871 V08_ECZOGfaM M 2Zm h V PJX5nrEPdGzy09iS T1-0-0I 3-7-1 7-2-10 7-11I0-1,5 12-5-6 17-6-10 22-1-1 22-9- 26-4-15 30-0-0 11-0-O 1-0-0 3-7-1 3-7-9 0$- 4-6-7 5-1-5 4-6-7 8- 3-7-9 3-7-1 -0-0 Scale=1:54.3 8x8 i 5 2x4 II 4x12 = 9 5x8 -� 4 / 18 19r5a 620 211 23 7 24 E,2 25 26 8.00 12 ® 1 V. \ / 2x4 i 3 10 Y N 2 11 i 0 '0 n 71 g tS `- 12,-4 �. l 'n o �� o 3 e 27 28 29 17 30 31 16 32 33 15 14 34 35 36 13 37 38 39 ►� h 0 5x8 i 5x8 3x4 = 5x10 = 6x6 = 2x4 II 4x12 = 3-7-1 7-2-1 7-210 12-5-6 17-6-10 22-9-6 22- 15 26-4-15 30-0-0 I 3-7-1 3-7-1 0-0-8 5-2-12 5-1-5 5-2-12 04-8 3-7-1 3-7-1 Plate Offsets(X,V)-- [2:0-1-6,0-1-13],[4:0-3-0,0-3-4],[11:0-1-6,0-1-13] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.74 Vert(LL) -0.17 14-16 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.80 VertCT -0.41 14-16 >859 180 TCDL 7.0 Vert(CT) BCLL 0.0 Rep Stress Incr NO WB 0.73 Horz(CT) 0.15 11 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix-RH Weight:191 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied or 2-11-13 oc purlins, 4-8:2x6 DF No.2 except BOT CHORD 2x6 DF No.2 2-0-0 oc purlins(2-10-3 max.):4-8. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 7-1-7 oc bracing. WEDGE WEBS 1 Row at midpt 7-13 Left:2x4 DF Std-G,Right:2x4 DF Std-G REACTIONS. (lb/size) 11=2869/0-5-8 (min.0-3-1),2=2871/0-5-8 (min.0-3-1) Max Horz 2=126(LC 21) Max Uplift 11=-666(LC 9),2=-666(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-4303/1104,3-4=-4269/1115,4-18=-4750/1330,18-19=-4750/1330,19-20=-4750/1330, 6-20=-4750/1330,6-21=-4750/1330,21-22=-4750/1330,22-23=-4750/1330, 7-23=-4750/1330,7-24=-3523/988,24-25=-3523/988,25-26=-3523/988,8-26=-3523/988, 8-10=-4269/1114,10-11=-4302/1103 BOT CHORD 2-27=-896/3387,27-28=-896/3387,28-29=-896/3387,17-29=-896/3387,17-30=-908/3557, 30-31=-908/3557,31-32=-908/3557,16-32=-908/3557,16-33=-1214/4750, 15-33=-1214/4750,14-15=-1214/4750,14-34=-1214/4750,34-35=-1214/4750, 35-36=-1214/4750,13-36=-1214/4750,13-37=-811/3385,37-38=-811/3385, 38-39=-811/3385,11-39=-811/3385 WEBS 4-17=0/539,4-16=-528/1656,6-16=-912/483,7-14=0/459,7-13=-1681/545, ,�0 PROF. NOTES- 8-13=-134/1359,3-17=-212/361,10-13=-213/363 ��� GINE, -St9 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed; �(/ 7 MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate 89200P E 91� grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10 _.,.,64."1" -Al , 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. 10 Cr 4)Provide adequate drainage to prevent water ponding. y OREGON Li 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. L 2r �� Ic 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 / r 2Q -�- will fit between the bottom chord and any other members. Q 1 4' C V ' 7)A plate rating reduction of 20%has been applied for the green lumber members. 'i`"ER R ILA- 8) ``„ Ce ;P' Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 11=666,2=666. 9)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. EXPI RES: 12-31-2019 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. October 30,2019 ii)Use Simpson Strong-Tie LUS24(4-10d Girder,2-10d Truss,Single Ply Girder)or equivalent spaced at 17-10-8 oc max.starting at A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP11 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply K6858017 2149594 X01 CAL HIP 2 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.240 s Jul 14 2019 Print:8.240 s Jul 14 2019 MiTek Industries,Inc. Wed Oct 30 15:04:17 2019 Page 2 * ID:5TjUXzerHVK8xjgOZSZeNpyPbl4-jo6R3J871 V08_ECZOGfaMM2ZmhVPJX5nrEPdGzyO9iS NOTES- 12)Use Simpson Strong-Tie LUS24(4-10d Girder,2-10d Truss,Single Ply Girder)or equivalent spaced at 4-0-0 oc max.starting at 4-0-12 from the left end to 25-11-4 to connect truss(es)to front face of bottom chord. 13) Fill all nail holes where hanger is in contact with lumber. 14) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)591 lb down and 453 lb up at 7-11-9,200 lb down and 164 lb up at 10-0-12,201 lb down and 165 lb up at 12-0-12,206 lb down and 168 lb up at 14-0-12,206 lb down and 168 lb up at 15-11-4,201 lb down and 165 lb up at 17-11-4,and 200 lb down and 164 lb up at 19-11-4,and 591 lb down and 453 lb up at 22-0-7 on top chord. The design/selection of such connection device(s)is the responsibility of others. 15) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-4=-64,4-5=-64,4-8=-64,8-9=-64,8-12=-64,2-11=-20 Concentrated Loads(Ib) Vert:15=-57(F)18=-591 19=-182 20=-182 21=-182 23=-182 24=-182 25=-182 26=-591 27=-38(F)28=-57(F)29=-57(F)30=-57(F)31=-57(F)32=-57(F)33=-57(F) 34=-57(F)35=-57(F)36=-57(F)37=-57(F)38=-57(F)39=-38(F) r r.� A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not • a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall `� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP11 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply K6858018 2149594 X02 CAL HIP 1 1 Job Reference(optional) Builders FirstSourceiProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.240 s Jul 14 2019 Print 8.240 s Jul 14 2019 MiTek Industries,Inc. Wed Oct 30 15:04:18 2019 Page 1 I D:5TjUXzerH VK8xjgOZSZeNpyPbl4-B?gpH f813o8?cOnlZzApvZas 15v526ux4u9BOPy09i R T1-0-01 4-6-10 9-5-4 9-110-)3 15-0-0 20-1-3 20)6-12 25-5-6 30-0-0 )1-0-01 y-0-0 4-6-10 4-10-10 05- 5-1-3 5-1-3 0-5-9 4-10-10 4-6-10 -0-0 Scale=1:54.3 5x10 i 3x8 = 5x10 �� 4 6 5, 17 I;, 18 5 19 I.,,, 20 l,, IL' 1 8.00 12 2x4 15 22 2x4 i n , 3 ii ti 7 v; 14 23 2 8 9 v he' 03 13 12 11 10 6 wi 3x8 = 3x8 = 3x6 = 3x8 = 3x8 2x4 II 9-5-4 15-0-0 20-6-12 30-0-0 9-5-4 5-6-12 5-6-12 9-5-4 Plate Offsets(X,Y)-- [2:0-8-0,0-0-14],[4:0-4-10,0-2-8],[6:0-4-10,0-2-8],[8:0-8-0,0-0-15] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (roc) 1/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.24 Vert(LL) -0.11 8-10 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.46 VertCT -0.35 8-10 >999 180 TCDL 7.0 Vert(CT) Rep Stress Incr YES WB 0.25 HorzCT 0.10 8 n/a n/a BCLL 0.0 ( ) BCDL 10.0 Code IBC2015/TP12014 Matrix-RH Weight:183 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied or 4-11-8 oc purlins,except BOT CHORD 2x4 DF No.1&Btr G 2-0-0 oc purlins(5-8-6 max.):4-6. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-13,5-10 REACTIONS. (lb/size) 8=1624/0-5-8 (min.0-1-12),2=1626/0-5-8 (min.0-1-12) Max Horz 2=141(LC 27) Max Uplift 8=-252(LC 11),2=-253(LC 10) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-14=-2363/386,3-14=-2305/405,3-15=-2163/362,4-15=-2061/378,4-16=-1743/358, 16-17=-1743/358,17-18=-1743/358,5-18=-1743/358,5-19=-1743/358,19-20=-1743/358, 20-21=-1743/358,6-21=-1743/358,6-22=-2061/379,7-22=-2163/362,7-23=-2304/405, 8-23=-2363/387 BOT CHORD 2-13=-348/1875,12-13=-280/2032,11-12=-280/2032,10-11=-280/2032,8-10=-254/1876 WEBS 3-13=-274/217,4-13=-45/562,5-13=-436/172,5-10=-435/172,6-10=-46/562, 7-10=-274/218 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)-0-10-1 to 2-1-15,Interior(1)2-1-15 to 5-4-2,Exterior(2)5-4-2 to 13-9-15, Interior(1)13-9-15 to 16-2-1,Exterior(2)16-2-1 to 24-7-14,Interior(1)24-7-14 to 27-9-11,Exterior(2)27-9-11 to 30-9-11 zone; cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown; n )3 PR QF Lumber DOL=1.60 plate grip DOL=1.60 `�`` C ss 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10 co.\ ‘AGINE,N 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 v •r non-concurrent with other live loads. -9 4)Provide adequate drainage to prevent water ponding. CC 92 00P r 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide / will fit between the bottom chord and any other members. 7)A plate rating reduction of 20%has been applied for the green lumber members. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) OREGON Li 8=252,2=253. G 'Zr �t /.... 1,:- 9)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. /Q 4Y 14, 20 -'1— 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. op 11) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)260 lb down and 200 lb up at g4.1 -PRO- V 9-11-9,107 lb down and 82 lb up at 12-0-12,139 lb down and 116 lb up at 14-0-12,139 lb down and 116 lb up at 15-11-4,and 107 lb down and 82 lb up at 17-11-4,and 260 lb down and 200 lb up at 20-0-7 on top chord. The design/selection of such connection device(s)is the responsibility of others. EXPIRES: 12-31-2019 LOAD CASE(S) Standard October 30,2019 .,VI nn IUCD VII FlayG L -- A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER 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 MiT®k" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/T1.11 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 K6858018 2149594 X02 CAL HIP 1 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.240 s Jul 14 2019 Print:8.240 s Jul 14 2019 MiTek Industries,Inc. Wed Oct 30 15:04:18 2019 Page 2'I ID:5TjUXzerH VK8xjgOZSZeNpyPbl4-B?gpHf813o8?cOnlZzApvZas15v526ux4u9BoPyO9iR LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-4=-64,4-6=-64,6-9=-64,2-8=-20 Concentrated Loads(Ib) Vert:16=-260 18=-57 19=-57 21=-260 111 � I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MITE*. Ek9 is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/T1.11 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply K6858019 2149594 X03 CAL HIP 1 2 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.240 s Jul 14 2019 Print:8.240 s Jul 14 2019 MiTek Industries,Inc.Wed Oct 30 15:04:18 2019 Page 1 ID:5TjUXzerHVK8xjgOZSZeNpyPbl4-B?gpHf813o8?cOnlZzApvZapi5p12zlx4u9BoPyO9iR I 11-6-5 20-7-15 I 4-7-1 I 9-4-1 9-10-1I5 13-1-6 I 16-10-10 I18-5-11 120-1-1 I 1 25-4-15 30-0-0 I 4-7-1 4-9-0 0-6-14 1-7-6 1-7-1 3-9-5 1-7-1 1-7-6 0-6-14 4-9-0 4-7-1 Scale=1:54.1 2x4 I I 10 2x4 I 1 4 6 11 5x10 = 5x12 MT18HS Q 2x4 H 3x8 = 3 7 8 8.00 12 5® ri Et a 9[$ 2x4 II 22 2x4 1 12 3x6 .2 3x6 - 2 13 4 i1 aqo cc 1 14 L v dd o 0 4x6 = 21 23 20 19 18 I 17 16 15 4x12 2x4 II 3x4 = 6x8 = 5x6 = 8x8 = 3x8 II 2x4 II 4-7-1 9-4-1 13-1-6 16-10-10 20-7-15 25-4-15 30-0-0 4-7-1 4-9-0 3-9-5 3-9-5 3-9-5 4-9-0 4-7-1 Plate Offsets(X,Y)-- [1:0-0-0,0-0-1],[3:0-5-11,0-1-7],[14:0-1-3,0-1-10] 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 0.41 Vert(LL) -0.14 17-19 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.86 Vert(CT) -0.34 17-19 >999 180 MT18HS 220/195 TCDL 7.0 Rep Stress!nor NO WB 0.82 Horz(CT) 0.12 14 n/a n/a BCLL 0.0 Code IBC2015/TPI2014 Matrix-RH Weight 415 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-4-8 oc purlins,except BOT CHORD 2x6 DF No.2 2-0-0 oc purlins(5-4-13 max.):3-12. WEBS 2x4 DF Std G BOT CHORD Rigid ceilingdirectlyapplied or 10-0-0 oc bracing. 9 PP 9 WEDGE Right:2x6 DF No.2 REACTIONS. (lb/size) 1=4227/0-5-8 (min.0-2-4),14=6337/0-5-8 (min.0-3-7) Max Horz 1=-167(LC 6) Max Uplift 1=-562(LC 8),14=-877(LC 9) Max Grav 1=4227 LC 1),14=6437 LC 16) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-6856/919,2-3=-6762/957,3-5=-6834/1042,5-7=-6834/1042,7-22=-6834/1042, 8-22=-6834/1042,8-9=-6379/1002,9-12=-6379/1002,12-13=-7670/1086, 13-14=-9367/1282 BOT CHORD 1-21=-792/5534,21-23=-792/5534,20-23=-792/5534,19-20=-752/5707,18-19=-885/7054, 17-18=-885/7054,16-17=-885/7054,15-16=-973/7489,14-15=-973/7489 WEBS 2-20=-168/403,3-20=-149/1211,3-19=-426/2477,8-19=-451/141,8-17=-144/1370, 8-16=-1387/277,12-16=-499/3780,13-16=-1319/266,13-15=-213/1937 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: EO PROF Top chords connected as follows:2x4-1 row at 0-7-0 oc. `t` Ore Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. GJ Ij I N / N D c?Webs connected as follows:2x4-1 row at 0-9-0 oc. � /L 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 44 T1 ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 4t. ,t9200P t' 3)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;Enclosed; / MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate -' grip DOL=1.60 / , allP 4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10 Cr 5)Provide adequate drainage to prevent water ponding. ©! OREGON4// 6)All plates are MT20 plates unless otherwise indicated. FL- ,, ,\1 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. /O 9 k1 4 r 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 A �Q' will fit between the bottom chord and any other members. �I'/ R R 1 L,, •9)A plate rating reduction of 20%has been applied for the green lumber members. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=562,14=877. EXPIRES: 12-31-2019 11)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. October 30,2019 12)Girder carries tie-in span(s):20-0-0 from 8-0-0 to 30-0-0 vrnxtn+ucv on•Ncgc..n..,r,..,.......5--.....,....,.....,.....r..,....,,.,.�....................,.............,r..,,...,.-..,.,�....,..,r...,.,......,.,.....,.........-. -- A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not �- a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into 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/fPI1 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 K6858019 2149594 X03 CAL HIP 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.240 s Jul 14 2019 Print:8.240 s Jul 14 2019 MiTek Industries,Inc. Wed Oct 30 15:04:18 2019 Page 2 v ID:5TjUXzerH VKBxjgOZSZeNpyPbl4-B?gpHf813o8?cOnlZzApvZapi5p12z1 x4u9BoPyO9iR LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Veil:1-3=-64,3-4=-64,4-6=-114,5-9=-64,10-11=-114,11-12=-64,12-14=-64,1-23=-20,14-23=-388(F=-368) SWIM 11 I � A WARNING-Verify design parameters end 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 �R building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPl1 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 K6858020 2149594 X04 CAL HIP 1 2 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.240 s Jul 14 2019 Print:8.240 s Jul 14 2019 MiTek Industries,Inc. Wed Oct 30 15:04:19 2019 Page 1 ID:5TjUXzerH VK8xjgOZSZeNpyPbl4-gBDBU?9Ng6GsEYMx7hi2Rn7zwVFMnPB4JYukKryO9iQ 4-7-1 9-4-1 9-10-15 15-0-0 16-10-10 20-1-1 20r7- 5 25-4-15 30-0-0 4-7-1 4-9-0 0-8-1'4 5-1-1 1-10-10 3-2-7 0-6-1 f 4-9-0 4-7-1 Scale=1:53.4 5x12 MT18HS i 5x12 MT18HS -' 11 3x8 = 7 4 31� 1651 17 18 19 20 �`,r21 mai 8.00 I12 Aii4 3z6 �i 3x6 �� 2 8 I ao :or , .: 1 9 C 10i 1 1,1,1 ICI. 0 I 12 5x10 15 14 13 11 10 5x10 - 3x8 H 8x8 = 5x6 = 8x8 = 3x8 II 3x8 I I 4-7-1 9-4-1 15-0-0 16-10-10 20-7-15 25-4-15 30-0-0 I 4-7-1 4-9-0 5-7-15 1-10-10 3-9-5 4-9-0 4-7-1 Plate Offsets(X,Y)-- [1:0-1-6,0-1-13],[9:0-1-6,0-1-13],[11:0-4-0,0-4-4],[13:0-4-12,0-1-8],[14:0-4-0,0-4-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ltd PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.50 Vert(LL) -0.17 13-14 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.45 Vert(CT) -0.39 13-14 >908 180 MT18HS 220/195 TCDL 7.0 Rep Stress lncr NO WB 0.88 Horz(CT) 0.12 9 n/a n/a BCLL 0.0 Code IBC2015/TPI2014 Matrix-RH Weight:370 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.18&Btr G TOP CHORD Structural wood sheathing directly applied or 4-1-10 oc purlins,except BOT CHORD 2x6 DF 2400F 2.0E 2-0-0 oc purlins(5-1-3 max.):3-6. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x6 DF No.2,Right:2x6 DF No.2 REACTIONS. (lb/size) 1=6908/0-5-8 (min.0-3-7),9=5539/0-5-8 (min.0-2-12) Max Horz 1=-150(LC 4) Max Uplift 1=-1024(LC 8),9=-820(LC 9) Max Gray 1=6921(LC 29),9=5539(LC 1) FORCES. ,(Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-10177/1523,2-3=-8670/1343,3-16=-7161/1172,16-17=-7161/1172, 17-18=-7161/1172,5-18=-7161/1172,5-19=-6959/1141,19-20=-6959/1141, 20-21=-6959/1141,6-21=-6959/1141,6-8=-8426/1306,8-9=-9126/1365 BOT CHORD 1-15=-1265/8215,14-15=-1265/8215,13-14=-1215/8265,12-13=-1215/8265, 11-12=-1215/8265,10-11=-1039/7274,9-10=-1039/7274 WEBS 2-15=-205/1817,2-14=-1247/323,3-14=-564/4183,6-11=-544/4042,8-11=-390/203, 8-10=-67/828,5-14=-1735/331,5-13=-245/2286,5-11=-2054/375 NOTES- nG 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: �f ``. P R Opp To chords connected as follows:2x4-1 row at 0-7-0 oc. C, Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. ��C ANG I N �� /02 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 <C/ y ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 89200P E 3)Wind:ASCE 7-10;Vult=12omph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate AP' /!��•✓" grip DOL=1.60 4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10 5)Provide adequate drainage to prevent water ponding. © OREGON �// 6)All plates are MT20 plates unless otherwise indicated. 'L 2- \tx /C� 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. <O -7}- 14 2p -L' 8)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide A.C- �Q will fit between the bottom chord and any other members. '1/f R RIO- 9)A plate rating reduction of 20%has been applied for the green lumber members. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=1024,9=820. EXPIRES: 12-31-2019 11)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. October 30,2019 12)Girder carries tie-in span(s):20-0-0 from 0-0-0 to 25-8-0 vmetmruav vrrµ=gcz...r...,.--............................r...-...-.... ----........................,.....',..,...........s........r.............,......,,......... rr. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mit Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP11 Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 • Job Truss Truss Type Qty Ply K6858020 2149594 X04 CAL HIP 1 n L Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.240 s Jul 14 2019 Print:8.240 s Jul 14 2019 MiTek Industries,Inc. Wed Oct 30 15:04:19 2019 Page 2 I D:5TjUXzerH VK8xjgOZSZeNpyPb l4-gBD BU?9Ng6GsEYMx7hi 2 Rn7zwV F M n PB4JYukKry09iQ NOTES- 14) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)260 lb down and 142 lb up at 9-5-13,55 lb down and 19 lb up at 10-0-12,105 lb down and 45 lb up at 12-0-12,139 lb down and 76 lb up at 14-0-12,139 lb down and 76 lb up at 15-11-4,105 lb down and 45 lb up at 17-11-4,and 55 lb down and 19 lb up at 19-11-4,and 260 lb down and 142 lb up at 20-6-3 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-64,3-4=-64,3-6=-64,6-7=-64,6-9=-64,1-10=-388(F=-368),9-10=-20 Concentrated Loads(Ib) Vert:3=-260 6=-260 18=-57 19=-57 I MOM A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 4411-7473 rev.10/03/2015 BEFORE USE. Nut Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall l� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314, Corona,CA 92880 Job Truss Truss Type Qty Ply K6858021 2149594 Y01 CAL HIP 2 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8240 s Jul 14 2019 Print:8.240 s Jul 14 2019 MiTek Industries,Inc. Wed Oct 30 15:04:19 2019 Page 1 ID:5TjUXzerH VK8xjgOZSZeNpyPbl4-gBDBU?9Ng6GsEYMx7hi2Rn7w3VGInZX4JYukKryO9iQ 7-10-15 1-0-0 3-7-1 7-6-1 7-7 1Q4 10-0-0 12-1-1 1 5-115 16-4-15 20-0-0 21-0-0 1-0-0 l 3-7-1 3-11-1 0-1ri3F 2-1-1 l 2-1-1 0-4-14 3-11-1 3-7-1 l 1-0-0 0-3-1 Scale=1:39.0 9x12 MT18HS i 5x12 MT18HS = I>:i Il 114 8.00 12 3x6 -i 3x6 -� 3 6 ef N 2 7 0 to G 8 a 1� 1 �-, Io o 16 12 17 18 11 19 20 21 10 22 23 24 Z to 3x6 = 3x6 = 2x4 II 3x4 = 3x8 = 2x4 II 3-7-1 7-6-1l 10-0-0 12-5-15 16-4-15 20-0-0 3-7-1 3-11-1 2-5-15 2-5-15 3-11-1 3-7-1 Plate Offsets(X,Y)-- [4:0-4-1,0-4-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.69 Vert(LL) -0.04 11 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.39 Vert(CT) -0.12 10-11 >999 180 MT18HS 220/195 TCDL 7.0 Rep Stress Incr NO WB 0.22 Horz(CT) 0.05 7 n/a n/a BCLL 0.0 Code IBC2015/TPI2014 Matrix-RH Weight 138 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-2 oc purlins,except BOT CHORD 2x6 DF No.2 2-0-0 oc purlins(4-1-9 max.):4-5. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 2=1847/0-5-8 (min.0-2-0),7=1845/0-5-8 (min.0-1-15) Max Horz 2=113(LC 7) Max Uplift 2=-410(LC 8),7=-409(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2767/638,3-4=-2561/719,4-13=-2129/650,13-14=-2129/650,14-15=-2129/650, 5-15=-2129/650,5-6=-2563/718,6-7=-2767/641 BOT CHORD 2-16=-533/2196,12-16=-533/2196,12-17=-533/2196,17-18=-533/2196,11-18=-533/2196, 11-19=-552/2127,19-20=-552/2127,20-21=-552/2127,10-21=-552/2127,10-22=-459/2195, 22-23=-459/2195,9-23=-459/2195,9-24=-459/2195,7-24=-459/2195 WEBS 3-12=0/290,3-11=-287/167,4-11=0/543,5-10=0/549,6-10=-286/171,6-9=0/283 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10 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 '<<'" . 4) P R QFFss non-concurrent with other live loads. 4)Provide adequate drainage to prevent water ponding. NG I(�J FF /O� 5)All plates are MT20 plates unless otherwise indicated. V r 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. w T! i 7)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide :9210P ri'` will fit between the bottom chord and any other members. /'�/ -401, 8)A plate rating reduction of 20%has been applied for the green lumber members. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 2=410,7=409. 10)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. OREGON ��(( 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. L ' �Ix A, 12)Use Simpson Strong-Tie LUS24(4-10d Girder,2-10d Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max.starting at /O 9 kj 4 2.O {— 2-0-12 from the left end to 17-11-4 to connect truss(es)to front face of bottom chord. L+ �Q` 13)Fill all nail holes where hanger is in contact with lumber. 4I R R 10- 14)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)629 lb down and 458 lb up at 7-11-9,and 199 lb down and 150 lb up at 10-0-0,and 629 lb down and 458 lb up at 12-0-7 on top chord. The design/selection of such connection device(s)is the responsibility of others. EXPIRES: 1 -31-201 9 15) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). October 30,2019 1 ..— A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev.10/03/2015 BEFORE USE. Nut Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M'Tel(' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPl1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty lPly K6858021 2149594 Y01 CAL HIP 2 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8240 s Jul 14 2019 Print:8.240 s Jul 14 2019 MiTek Industries,Inc.Wed Oct 30 15:04:19 2019 Page 2 ° ID:5TjUXzerH VK8xjgOZSZeNpyPbl4-gBDBU?9Ng6GsEYMx7hi2Rn7w3VGInZX4JYukKryO9iQ LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plt) Vert:1-4=-64,4-5=-64,5-8=-64,2-7=-20 Concentrated Loads(Ib) Vert:13=-629 14=-182 15=-629 16=-38(F)17=-57(F)18=-57(F)19=-57(F)20=-57(F)21=-57(F)22=-57(F)23=-57(F)24=-38(F) mit A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply K6858022 2149594 Y02 COMMON 1 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.240 s Jul 14 2019 Print:8.240 s Jul 14 2019 MiTek Industries,Inc. Wed Oct 30 15:04:20 2019 Page 1 I D:5TjUXzerHVK8xjgOZSZeNpyPbl4-8NnZiLAObQOjrix8hODH_gC7vb0W0dDXCeltlyo9iP -1-0-0 I 4-9-8 10-0-0 15-2-8 20-0-0 X21-0-01 1-0-0 4-9-8 5-2-8 5-2-8 4-9-8 1-0-0 5x6 = Scale=1:44.2 4 8.00 12 10 11 2x4 2x4 3 5 12 2 6 1 __ 7 j 1E91 c3 I 3x8 = 6 3x8 = 3x8 = 10-0-0 20-0-0 10-0-0 10-0-0 Plate Offsets(X,Y)-- [2:0-8-0,0-0-14],[6:0-8-0,0-0-151 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.22 Vert(LL) -0.11 6-8 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.49 Vert(CT) -0.33 6-8 >718 180 TCDL 7.0 Rep Stress lncr YES WB 0.23 Horz(CT) 0.03 6 n/a n/a BCLL 0.0 Code IBC2015/TP12014 Matrix-RH Weight:110 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x6 DF No.2 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 REACTIONS. (lb/size) 2=928/0-5-8 (min.0-1-8),6=928/0-5-8 (min.0-1-8) Max Horz 2=-152(LC 8) Max Uplift 2=-93(LC 10),6=-93(LC 11) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-9=-1193/136,3-9=-1136/155,3-10=-913/108,4-10=-798/119,4-11=-798/119, 5-11=-913/108,5-12=-1136/155,6-12=-1193/136 BOT CHORD 2-8=-140/937,6-8=-46/937 WEBS 4-8=-23/526,5-8=-336/191,3-8=-336/191 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)-0-10-1 to 2-1-15,Interior(1)2-1-15 to 7-0-0,Exterior(2)7-0-0 to 13-0-0, Interior(1)13-0-0 to 17-10-1,Exterior(2)17-10-1 to 20-10-1 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=1.10 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. C D P R 0 r 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. • <(,‘)‘ . /C� 5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide !NG I N ET will fit between the bottom chord and any other members. [. 6)A plate rating reduction of 20%has been applied for the green lumber members. W 9 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,6. OZ OP 8)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. +// 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)79 lb down and 147 lb up at V 4111P 10-0-0 on top chord. The design/selection of such connection device(s)is the responsibility of others. - 10) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 174. 4,OREGON ,�� 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Q}' i A -}- tc., Uniform Loads(plf) ' R R"2-� Q,P Vert:1--4=-64,4-7=-64,2-6=-20 Concentrated Loads(Ib) Vert:4=-79(F) EXPIRES: 12-31-2019 October 30,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Not Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall a building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing NI'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 Circe 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 K6858023 2149594 Y03 Common Girder 1 n 2 Job Reference(optional) _ Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.240 s Jul 14 2019 Print:8.240 s Jul 14 2019 MiTek Industries,Inc.Wed Oct 30 15:04:20 2019 Page 1 ID:5TjUXzerHVK8xjgOZSZeNpyPb14-8NnZiLAObQOjrix8hODH gBBvXMWr3DXCeltlyO9iP 5-0-0 10-0-0 15-0-0I 20-0-0 5-0-0 5-0-0 5-0-0 5-0-0 4x6 II Scale=1:42.7 3 11 8.00 1-1-2- 3x8 i 3x8 Q 2 if ." 1111166.. 1 5 II IMO II Tr ME 17 17 c ►� 0 om 8 7 6 Pim 3x8 = 3x8 = 3x8 H 8x8 = 3x8 II 5-0-0 10-0-0 15-0-0 20-0-0 5-0-0 I 5-0-0 5-0-0 5-0-0 Plate Offsets(X,V)-- [1:0-8-0,0-0-11],[5:0-8-0,0-0-11] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.28 Vert(LL) -0.08 6-7 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.72 Vert(CT) -0.18 6-7 >999 180 TCDL 7.0 Rep Stress!nor NO WB 0.91 Horz(CT) 0.06 5 n/a n/a BCLL 0.0 Code IBC2015/TP12014 Matrix-RH Weight:219 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-7-6 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 REACTIONS. (lb/size) 1=4420/0-5-8 (min.0-2-7),5=4420/0-5-8 (min.0-2-7) Max Horz 1=-144(LC 6) Max Uplift 1=-608(LC 8),5=-608(LC 9) Max Gray 1=4545(LC 15),5=4545(LC 16) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-6135/824,2-3=-4141/605,3-4=-4141/605,4-5=-6136/825 BOT CHORD 1-8=-701/5017,7-8=-701/5017,6-7=-610/4916,5-6=-610/4916 WEBS 3-7=-583/4272,4-7=-1958/375,4-6=-234/2124,2-7=-1957/374,2-8=-233/2123 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 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;Enclosed; ��Ep P R OFFS MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 \CO' SOI N Ern 0'/p 4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10 �(. T ,2 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. <Cf -9 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 ' 89200P E C 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. 411, 1=608, 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=608,5=608. 9)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. OREGON to 10)Girder carries tie-in span(s):20-0-0 from 0-0-0 to 20-0-0 G„ /f7 \ 2 tk�' LOAD CASE(S) Standard /O A 14 a�P 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 "4R R I L- Uniform Loads(plf) Vert:1-3=-64,3-5=-64,1-5=-388(F=-368) EXPIRES: 12-31-2019 October 30,2019 ...... AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. N," Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall �{ building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mi E�k" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bradng 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 K6858024 2149594 Y04 CAL HIP 1 n 2 Job Reference(optional) BuilSers FirstSourcelProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.240 s Jul 14 2019 Print:8.240 s Jul 14 2019 MiTek Industries,Inc. Wed Oct 30 15:04:20 2019 Page 1 I D:5TjUXzerHVK8xjgOZSZeNpyPbl4-8NnZi LA0bQOjrix8hODH_gCBvXL WymDXCeltlyO9iP 10-4-7 10-1-1 4-7-1 { 9-7-9 9-1�D-) i 15-4-15 20-0-0 4-7-1 5-0-8 0-3-6 5-0-8 4-7-1 6x8 i 0-�2 3x8 Scale=1:39.8 40-3-6 6 3 8.00 12 3x8 1„. 3x6 h 2 7 (V 1 w I•w% 1 8 e Q m ►— 3x6 I _12 11 10 9 3x6 3x8 H 3x6 = 6x8 = 3x8 II 4-7-1 9-7-9 10-4-7 15-4-15 20-0-0 4-7-1 5-0-8 -8-15 5-0-8 4-7-1 Plate Offsets(X,Y)-- [8:0-6-12,0-0-14] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.22 Vert(LL) -0.07 11-12 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.73 Vert(CT) -0.17 11-12 >999 180 TCDL 7.0 Rep Stress Incr NO WB 0.48 Horz(CT) 0.06 8 n/a n/a BCLL 0.0 Code IBC2015/TP12014 Matrix-RH Weight 285 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x6 DF No.2 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 REACTIONS. (lb/size) 1=4456/0-5-8 (min.0-2-7),8=4455/0-5-8 (min.0-2-7) Max Horz 1=-145(LC 19) Max Uplift 1=-615(LC 8),8=-615(LC 9) Max Gray 1=4547(LC 29),8=4547(LC 30) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-6341/862,2-3=-4317/639,6-7=-4383/644,7-8=-6304/858 BOT CHORD 1-12=-744/5235,11-12=-744/5235,10-11=-437/3584,9-10=-647/5102,8-9=-647/5102 WEBS 2-12=-220/2036,2-11=-1968/378,7-10=-1863/359,7-9=-208/1921,3-6=-3594/567, 6-10=-325/2249,3-11=-276/1898,3-10=-126/441 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. a .0 P R OFC 3)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;Enclosed; f` ` c`�' MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate NG I N FF 0/O grip DOL=1.60 F. g 2 4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10 ;:_44fJ 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. $�2OOPE 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. /� 7)A plate rating reduction of 20%has been applied for the green lumber members. .. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b) rt 1=615,8=615. © OREGC?M,�R to 9)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. G„ 4, 10)Girder carries tie-in span(s):20-0-0 from 0-0-0 to 20-0-0 /O '1k 1 4 2 411) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)79 lb down and 70 lb up at A. +�P 10-1-1,and 38 lb down and 27 lb up at 10-1-1 on top chord. The design/selection of such connection device(s)is the responsibility �R R I\-�- of others. LOADCASE(S) Standard EXPIRES: 12-31-2019 October 30,2019 5..Ul UI UCU Url tJd9C C 1 meal A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mit Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI?P/1 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 K6858024 2149594 Y04 CAL HIP 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.240 s Jul 14 2019 Print:8.240 s Jul 14 2019 MiTek Industries,Inc. Wed Oct 30 15:04:20 2019 Page 2 I D:5TjUXzerH VK8xjgOZSZeNpyPbl4-8NnZiLAObQOjrix8hODH_gCBvXL WymDXCeltlyO9iP LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-4=-64,5-8=-64,1-8=-388(F=-368) Concentrated Loads(Ib) Vert:4=-83(F=-4) A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not �i a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MITE*. 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 ANSIITP11 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety/nfonnation available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job • Truss Truss Type Qty Ply K6858025 2149594 Y05 CAL HIP 1 2 Job Reference(optional) Buildbrs FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.240 s Jul 14 2019 Print:8.240 s Jul 14 2019 MiTek Industries,Inc. Wed Oct 30 15:1)4:21 2019 Page 1 ID:5TjUXzerH VK8xjgOZSZeNpyPbt4-caLyvhBeMjWaTs WKF6kW W CCMhIpvFLXNmsNrPky09i0 -1-0-0 2-11-8 5-6-1 5-10-15l 10-0-0 14-1-1 14r5-15 17-0-8 20-0-0 21-0-0 1-0-0 2-11-8 2-6-10 0 -14 4-1-1 4-1-1 0-4-14 2-6-10 2-11-8 1-0-0 Scale=1:37.4 5x12 MT18HS - 5x12MT18HS •� 4x8 = 3 4 5 15 fl 8.00 12 -;►'18 19 a 1 20 21 v o Tr 2 —� — 6 7 46' Irro O Z 23 24 10 25 26 27 28 8 29 30 Z to 5x8 = 6x8 = 3x8 II 6x8 = 5x8 = 5-6-1 10-0-0 14-5-15 ( 20-0-0 5-6-1 4-5-15 4-5-15 5-6-1 Plate Offsets(X,Y)-- [2:0-8-0,0-1-2],[6:0-8-0,0-1-2],[8:0-2-12,0-4-4],[10:0-2-12,0-4-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.30 Vert(LL) -0.10 9-10 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.96 Vert(CT) -0.22 9-10 >999 180 MT18HS 220/195 TCDL 7.0 Rep Stress lncr NO WB 0.77 Horz(CT) 0.08 6 n/a n/a BCLL 0.0 * Code IBC2015fTP12014 Matrix-MRH Weight:251 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied or 5-9-11 oc purlins,except BOT CHORD 2x6 DF No.2 2-0-0 oc purlins(6-0-0 max.):3-5. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 2=5393/0-5-8 (min.0-2-14),6=5391/0-5-8 (min.0-2-14) Max Horz 2=87(LC 7) Max Uplift 2=-1005(LC 8),6=-1005(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-7560/1504,3-17=-6257/1289,17-18=-6263/1292,18-19=-6267/1294, 4-19=-6272/1295,4-20=-6272/1295,20-21=-6267/1294,21-22=-6264/1292, 5-22=-6258/1290,5-6=-7561/1504 BOT CHORD 2-23=-1226/6266,23-24=-1226/6266,10-24=-1226/6266,10-25=-1619/7976, 25-26=-1619/7976,9-26=-1619/7976,9-27=-1619/7976,27-28=-1619/7976, 8-28=-1619/7976,8-29=-1200/6266,29-30=-1200/6266,6-30=-1200/6266 WEBS 4-10=-2155/554,4-9=-134/1793,4-8=-2155/553,5-8=-498/3573,3-10=-498/3574 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to �f�E� P R Opt ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. CO` G t N� ./E7, / 3)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed; `' d� MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate �Cr grip DOL=1.60 �- 89200P 9< 4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10 5)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. 6)Provide adequate drainage to prevent water ponding. r tMO CC 7)All plates are MT20 plates unless otherwise indicated. W y OREGON 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. L 47 ,�� 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 /^ -9Y .)4} r_(} –4. will fit between the bottom chord and any other members. v 4/1 -RR �` Q� 10)A plate rating reduction of 20%has been applied for the green lumber members. '�`� F 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b) RRIL 2=1005,6=1005. 12)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. EXPI RES: 12-31-2019 13)Girder carries tie-in span(s):20-0-0 from 0-0-0 to 20-0-0 October 30,2019 14)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Vur rut IUCD inI 1.l0yt G =NM A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. jut Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall `� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP11 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply • K6858025 2149594 Y05 CAL HIP 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.240 s Jul 14 2019 Print:8.240 s Jul 14 2019 MiTek Industries,Inc.Wed Oct 30 15:04:21 2019 Page 2 I D:5TjUXzerHVK8xjgOZSZeNpyPb14-caLyvhBeMjWaTsW KF6kW W CCMhIpvFLXNm5NrPky09iO NOTES- 15)Use Simpson Strong-Tie LUS24(4-10d Girder,2-10d Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max.starting at 2-0-12 from the left end to 17-11-4 to connect truss(es)to front face of bottom chord. 16) Fill all nail holes where hanger is in contact with lumber. 17) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)354 lb down and 256 lb up at 5-8-7,118 lb down and 119 lb up at 6-0-12,170 lb down and 150 lb up at 8-0-12,201 lb down and 162 lb up at 10-0-0,170 lb down and 150 lb up at 11-11-4,and 118 lb down and 119 lb up at 13-11-4,and 354 lb down and 256 lb up at 14-3-9 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-64,3-5=-64,5-7=-64,11-14=-388(F=-368) Concentrated Loads(Ib) Vert:9=-34(F)4=-171 17=-354 18=-109 19=-110 20=-110 21=-109 22=-354 23=-36(F)24=-34(F)25=-34(F)26=-34(F)27=-34(F)28=-34(F)29=-34(F)30=-36(F) A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE ANI-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall MITE** building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MITek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP11 Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 !� • Job Truss Truss Type Qty Ply K6858026 2149594 Z01 CAL HIP 2 1 Job Reference(optional) Buildhrs FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.240 s Jul 14 2019 Print:8.240 s Jul 14 2019 MiTek Industries,Inc.Wed Oct 30 15:04:21 2019 Page 1 ID:5TjUXzerH VK8xjgOZSZeNpyPbl4-caLyvhBeMjWaTs WKF6kW WCCNhI_1 FVXNmsNrPkyO9iO 6-10-11 -1-0-0 1 5-6-13 5011-1 6-6-7 II 12-5-8 1 13-5 -8 ' 1-0-0 5-6-13 d-4-4 0-7-6 0-4-4 5-6-13 1-0-0 Scale=1:28.4 5x12 MT18HS \\ 5x12 MT18HS - i %k, 8.00 12 , 0 • e 5 2 e w mi 6 171 to a 1 C Y �, Y1 OM 11 8 12 13 7 14 15 . O 1 3x4 = 2x4 II 3x4 = 3x4 = 5-6-13 6-10-11 12-5-8 5-6-13 1-3-15 5-6-13 I Plate Offsets(X,V)-- [4:0-7-1,0-2-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.23 Vert(LL) -0.02 8 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.31 Vert(CT) -0.05 2-8 >999 180 MT18HS 220/195 TCDL 7.0 Rep Stress Incr NO WB 0.13 Horz(CT) 0.02 5 n/a n/a BCLL 0.0 BCDL 10.0 * Code IBC2015/TP12014 Matrix-RH Weight:79 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,except BOT CHORD 2x6 DF No.2 2-0-0 oc purlins(6-0-0 max.):3-4. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 2=1060/0-5-8 (min.0-1-8),5=1060/0-5-8 (min.0-1-8) Max Horz 2=-86(LC 22) Max Uplift 2=-265(LC 8),5=-265(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1448/438,3-9=-1118/399,4-9=-1118/399,4-5=-1453/435 BOT CHORD 2-10=-323/1121,10-11=-323/1121,8-11=-323/1121,8-12=-325/1115,12-13=-325/1115, 7-13=-325/1115,7-14=-310/1125,14-15=-310/1125,5-15=-310/1125 WEBS 3-8=0/287,4-7=0/311 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10 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)Provide adequate drainage to prevent water ponding. ,, 0 PR QFc 5)All plates are MT20 plates unless otherwise indicated. <(,4` c s 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �CO� �NG,1 N EFR O/Q 7)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide C. /-- will fit between the bottom chord and any other members. �t *Y_ 8)A plate rating reduction of 20%has been applied for the green lumber members. 89200P E c 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) . 2=265,5=265. 10)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. ,, 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 0 ., 12)Use Simpson Strong-Tie LUS24(4-10d Girder,2-10d Truss,Single Ply Girder)or equivalent spaced at 2-4-0 oc max.starting at 7OREGON 40 2-0-12 from the left end to 10-4-12 to connect truss(es)to back face of bottom chord. L , A 13) Fill all nail holes where hanger is in contact with lumber. �' 2.0\ . 14)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)373 lb down and 302 lb up at /O q j 4' �P 5-8-9,and 373 lb down and 302 lb up at 6-8-15 on top chord,and 76 lb down at 6-4-12 on bottom chord. The design/selection of I Vf FR R 1 Lk- such connection device(s)is the responsibility of others. 15) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). EXPIRES: 12-31-2019 LOAD CASE(S) Standard October 30,2019 I JUnur IUOU un page c MINIIII A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. M 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 Meek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of busses and truss systems,see ANSI?P/1 Quality Criteria,DSB-89 and BCS/Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply • K6858026 2149594 ZO1 CAL HIP 2 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.240 s Jul 14 2019 Print:8.240 s Jul 14 2019 MiTek Industries,Inc. Wed Oct 30 15:04:21 2019 Page 2 ID:5TjUXzerHVK8xjgOZSZeNpyPbl4-caLyvhBeMjWaTsWKF6kwWCCNhl_l FVXNmsNrPkyO9iO LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-64,3-4=-64,4-6=-64,2-5=-20 Concentrated Loads(Ib) Vert:3=-373 4=-373 10=-39(B)11=-38(B)12=-38(5)13=-38(B)14=-38(B)15=-39(B) MEM A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. �w Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply K6858027 2149584 202 COMMON 8 1 Job Reference(optional) Build`Ets FirstSourcelProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.240 s Jul 14 2019 Print:8.240 s Jul 14 2019 MiTek Industries,Inc.Wed Oct 30 15:04:22 2019 Page 1 ID:5TjUXzerH VK8xjgOZSZeNpyPbl4-4mvK61 BG71 eR505WopF13PIXziLuy2W?W7OxAy09iN -1-0-0 6-2-12 12-5-8 13-5-8 1-0-0 6-2-12 6-2-12 1-0-0 5x6 = Scale=1:28.9 3 • rte, 8.00 112 8 • 7 10 2 4 ll A 5 41 r m 6 a/ 3x4 = 2x4 II - 3x4 = 6-2-12 12-5-8 6-2-12 6-2-12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.26 Vert(LL) -0.02 4-6 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.21 Vert(CT) -0.07 4-6 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.11 Horz(CT) 0.01 4 n/a n/a BCLL 0.0 Code IBC2015/TPI2014 Matrix-RH Weight 60 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x6 DF No.2 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 REACTIONS. (lb/size) 2=574/0-3-12 (min.0-1-8),4=574/0-3-12 (min.0-1-8) Max Horz 2=-99(LC 8) . Max Uplift 2=-64(LC 10),4=-64(LC 11) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-7=-582/52,7-8=-468/58,3-8=-463/69,3-9=-463/69,9-10=-468/58,4-10=-582/52 BOT CHORD 2-6=0/378,4-6=0/378 WEBS 3-6=0/269 NOTES- 1)Wind:ASCE 7-10;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)-0-10-1 to 2-1-15,Interior(1)2-1-15 to 3-2-12,Exterior(2)3-2-12 to 9-2-12, Interior(1)9-2-12 to 10-3-9,Exterior(2)10-3-9 to 13-3-9 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10 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 E0 P R QF will fit between the bottom chord and any other members. �0 6)A plate rating reduction of 20%has been applied for the green lumber members. t / 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,4. V`~ `'� �2 8)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. �! `� ,,r .•89200PE �' 741000 46000 tft ,4. OREGON 4" 'O 4y 14, 2:Q; 4 MFR R 10- 'eEXPIRES: 12-31-2019 October 30,2019 -- A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MMT®k' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP/1 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 - Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Center plate on joint unless x,y 6 4-8 � I I dimensions shown in ft-in-sixteenths , 3 Failure to Follow Could Cause Property /4 offsets are indicated. (Drawings not to scale) Damage or Personal Injury raMDimensions are in ft-in-sixteenths. I,4 Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system,e.g. and fully embed teeth. diagonal or X-bracing,is always required, See BCSI. TOP CHORDS 2. Truss bracing must be designed by an engineer.For 0'1116 4 wide truss spacing,individual lateral braces themselves IMM- may require bracing,or alternative Tor 0 !-I bracing should be considered. O IMAllor 3. stackNevkrmaterialsexceed theondesign loadinginadequately shownbraced andtrusses.never IId0 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate c7-s C6-7 C5-6 F designer,erection supervisor,property owner and plates 0- ' s'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 use with fire retardant,preservative treated,or green lumber. ICC-ES Reports: 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 4" Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the specified. by text in the bracing section of the truss unless otherwise shown. 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 14.Bottom chords require lateral bracing at 10 ft.spacing, section 6.3 These truss designs rely on lumber values or less,if no ceiling is installed,unless otherwise noted. BEARING established by others. , 1 15.Connections not shown are the responsibility of others. 1 Indicates location where bearings A 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. INN1 reaction section indicates joint number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. IMI.g 18.Use of green or treated lumber may pose unacceptable 11..- 1environmental,health or performance risks.Consult with project engineer before use. Industry Standards: ANSI/TPI1: National Design Specification for Metal 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone is not sufficient. DSB-89: Design Standard for Bracing. BCSI: Building Component SafetyInformation, 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, hiliTek ANSIRPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev. 10/03/2015 I i iiq9 sW gam�l S3I4SY 2019-Do41 m. .ayv . TRIANGLE SHAPE 0 INDICATES LEFT END ON LAYOUT AND TRUSS DRAWING ON STAMPED ENGINEERING PAGE .„...6. 0 .,,,,„," o FA 0. mN�9p2-0„ �Ao A a c u c a b ` '2 �9 9�°N G 69 20 G f.9 y PA:., l�EGEIVED z � = 2� € ' z � �3vmcvmF nOptional 10x3 m o C Coy = ~m1-6 �S� C �a O H ` U« 3rd Car Ga :geB/1 OCT 312019 a9 �o � � �ow2 t•n �d .. Cn N - GO w 4./ �_=.�1 t 1� Ab,IV��� CITY OF TIGARD = �.m �a 59�� °��” BUILDING DIVISION ' z v 0-9 0-A “'"-'. yEs90.omaom 4011111111116 , 00 40-00-00 I'-'-g v.1 = E2 ,9.,- 221.4.-- i k .��� I���.I■lill � 1 OPTION REAR PORCH 1111111111h II I 12-00-00 2a-00-00 y 8/12 12-05-0 1 il. y f, 6. a 2-05.08 l -9414INSI 1 bril .. M\Elim ME' �x IFPI , , • In otoo __ _ �LA� 70_00-00 '^ TJ Z .68/12 8/ %� .5 � H 41- ty /rte y ' s1 ' . 12-00- W \ V00 y Garage Right x Or; 1/3 O. 0 II Sheath Gables OSB with 5/8" Drop ASA I " Optional 12x30 ACA/ A06 13rd Car Garage C ,,1. ,1 . APT a. 15-01.p8 o 0 I 1 A ill 1:',:, f 1 C Use LUS24 Hangers UNO _ o _ o g TRAY CEILING DEP1H 51)2 AcnFF_ __. moi'. - F. : ) 1 CD .---�. w_..... F.- A06 _.._».... 'l _1 t1Ht (7 H J W -.......V.y. ACAP Y ,.,,.....�.A05 . Q Q W 0 c .0-00 0 Cn O G ..._._ _....,,m. .,.. ... AGA ..,_..,... .__. >, G / X8/12 ---_----- 4 TRAY CFII IN�12 - y 12-00-00 oaoo - . .__ ACA's" 10-04-00 DEPTH 5-1/2 _ 'A_ S miP 7 f 7 �_ d ACAPQ...,_ L. ,:.c�� 1 o .... - g ill! ii 1 Filprlo> cA.' 111111V i to 1 rCA•• > orn DCA - o 8/1. .� ' Amyl m 1... 0 ,4-o-00e fCA.__.. �' MIMI `" g . 1. N Optional 10x20 c— r�. �� �� 3rd Car Garage +--, IY ti C Ir`A 8/12 in mai \ I O 0 ----2-_,,,16,-0Am .®-.mom 0-1-00 aw milE, r _, o 10-00-00 AP; 12-00-00 ? s oaoo In N O EV Co d 2 o0 00 Optional 12 p > C � _ 0 3rd Car Gara. - 1 1 (� o -c_rv., CO2 7-00-00 18-00-00 •0 Lf) m ' I CO, li fo ,_ 1. 14-00-00 T 6-00-00 1, 20-00-00 T = C0 X oaoo-oo , 8/12 � .: CD m TC LL = 25 � A brit � .moi TCDL = 7 - BC LL = 0 MI 8/12 EL, - Cl)8 a) CC Optional 6x2 0 � 3rd Car Gara BCDL = 10 N.' I-Lo c2 Total Load = 42 Wind Speed = 120 mph a .— Exposure = B , 6-00-00 T n Roof pitch = 8/12rz,Overhang = 12" DO NOT CUT, DRILL, NOTCH OR MODIFY TRUSS MEMBERS WITHOUT PRIOR APPROVAL FROM PROBUILD TRUSSm a