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Specifications (15) --I RECEIVED OFFICECOPY '�� ,u� � DEC ;C TY OF TIGARD BUIlLDING DIVISION MiTek� � l MiTek USA, Inc. 250 Klug Circle Corona,CA 92880 951-245-9525 Re: 2577453 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: K8723255 thru K8723285 My license renewal date for the state of Oregon is December 31,2021. \-"NE� PROFFss vo 89200PE 9/ 'L!q REGON bi ,4, ''14 20 P+ MFRR►Lk- December 15,2020 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. Job Truss Truss Type Qty Ply - K8723255 2577453 A01 California Girder 1 2 Job Reference(optional) Builders FirstSource(Beaverton,OR), Beaverton,OR-97005, 8.240 s Mar 9 2020 MiTek Industries,Inc. Tue Dec 15 13:06:38 2020 Page 1 ID:Z8vH8N UTA W KIm3?g8pxtPwyBlw_-hdXc?6wgPA6vku6xXshfJD7058r6gej5LioNU9y8iv? -1-0-0 5-5-9 5-�1065 10-0-0 14-1-1 20-0-0 21-0-01 6 I1-0-0 5-5-9 4-1-1 4-1-1 5-5-9 1-0-0 5x8\\ 4 7 Scale=1:39.2 2x4 5x8// 3 5 10.00 12 N 4 � N. , 2 1 „ nn nn 11 11 8 9 Ia 13 12 11 22 23 10 24 25 3x4= 2x4 3x8= 4x6= 2x4 LUS24 LUS24 M 3x4= US26 LUS24 5-5-9 10-0-0 14-6-7 20-0-0 5-5-9 4-6-7 4-6-7 5-5-9 TCLL LOADING (psf25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.09 Vert(LL) -0.04 10-12 >999 240 MT20 220/195 TCDL 7,0 Lumber DOL 1.15 BC 0.59 Vert(CT) -0.09 10-12 >999 180 BOLL 0.0 Rep Stress Incr NO WB 0.21 Horz(CT) 0.02 8 n/a n/a BCDL 10.0 Code IBC2018/TP12014 Matrix-MS Weight:269 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.):3-6. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 8=0-5-8,2=0-5-8 Max Horz 2=-115(LC 24) Max Uplift 8=-159(LC 9),2=-144(LC 8) Max Gray 8=1694(LC 1),2=1350(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1778/180,3-5=-2005/245,5-6=-2005/245,6-8=-2407/245 BOT CHORD 2-13=-145/1331,12-13=-147/1331,10-12=-114/1786,8-10=-114/1815 WEBS 3-12=-195/962,5-12=-260/117,6-12=-134/313,6-10=-32/875 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. 3)Wind:ASCE 7-16;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 003 PROpL( grip DOL=1.60 � ` CV 4)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Fully Exp.;Ce=0.9;Cs=1.00;Ct=1.10 ��5 �C.NG'INEF9 O 5)This truss has been designed for greater of min roof live load of 14.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs ?j non-concurrent with other live loads. 6)Provide adequate drainage to prevent water ponding. :92 OP 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. le . 8)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9)A plate rating reduction of 20%has been applied for the green lumber members. 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) y �OREGON ��Sc- /8=159,2=144. 11);This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI /O 4)'y 4 20 P�- 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. iii`R RI - - 13) Use Simpson Strong-Tie MUS26(6-10d Girder,4-10d Truss,Single Ply Girder)or equivalent at 12-6-12 from the left end to connect truss(es)to front face of bottom chord. 14) Use Simpson Strong-Tie LUS24(4-10d Girder,2-10d Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max.starting at RENEWAL DATE:12-31-2021 13-11-4 from the left end to 17-11-4 to connect truss(es)to front face of bottom chord. December 15,2020 ClewitfiiiIa11m1Ai Aofe2 where hanger is in contact with lumber. t A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. MINIM + 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 propedy incorporate this design into 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,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 IJob Truss Truss Type Qty Ply K8723255 2577453 A01 California Girder 1 2 Job Reference(optional) Builders FirstSource(Beaverton,OR), Beaverton,OR-97005, 8.240 s Mar 9 2020 MiTek Industries,Inc. Tue Dec 15 13:06:38 2020 Page 2 I D:Z8vH8N UTAW KIm3?g8pxtPwyBlw_-hdXc?6wgPA6vku6xXshfJD7058r6gej5LIoNU9y8iv? LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-64,3-4—64,3-6=-64,6-7=-64,6-9=-64,14-17=-20 Concentrated Loads(lb) Vert:22—1092(F)23=-35(F)24=-28(F)25=-42(F) � I r_=1 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. in^ Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mirek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPID Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 - Corona,CA 92880 Job Truss Truss Type Qty Ply K8723256 2577453 A02 California 1 1 Job Reference(optional) Builders FirstSource(Beaverton,OR), Beaverton,OR-97005, 8.240 S Mar 9 2020 MiTek Industries,Inc. Tue Dec 15 13:06:40 2020 Page 1 - ID:Z8vH8NUTAWKlm3?g8pxtpwyBtw=d?fMQnx5xoMdzCFJfHj70eCK2xba8ZbOo1QcY1y8iuz -1-0-0 7-5-9 7-10- 5 12-1-1 1 -6 7 20-0-0 21-0-0 1-0-0 7-5-9 d-5-� 4-2-2 d-5-� 7-5-9 1-0-0 6x8\\ 6 Scale=1:41.3 4 5x6 Q 40.00 5 21 N ri u) timaimimarM lob 22n7r. 61 Kg BIo 9 24 tM 3x6= 2x4 I I 3x4= 3x6= 7-5-9 12-6-7 20-0-0 7-5-9 5-0-14 7-5-9 Plate Offsets(X,Y)-- [2:0-6-0,0-0-7],[7:0-6-0,0-0-10] TCL DING (psf2)5 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.25 Vert(LL) -0.07 10-13 >999 240 MT20 220/195 TCDL 7,0 Lumber DOL 1.15 BC 0.33 Vert(CT) -0.18 10-13 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.19 Horz(CT) 0.02 7 n/a n/a BCDL 10.0 Code IBC2018/TPI2014 Matrix-AS Weight:116 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied,except BOT CHORD 2x4 DF No.1&Btr G 2-0-0 oc purlins(6-0-0 max.):3-5. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 2=0-5-8,7=0-5-8 Max Horz 2=153(LC 9) Max Uplift 2=105(LC 10),7=-100(LC 11) Max Gray 2=1065(LC 2),7=1038(LC 2) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1208/182,3-5=-827/249,5-7=-1136/191 BOT CHORD 2-10=-92/917,9-10=-94/911,7-9=-18/817 WEBS 3-10=0/289,5-9=-29/386 NOTES- 1)Wind:ASCE 7-16;Vult=l2omph(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(2E)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 3-8-0,Exterior(2R)3-8-0 to 16-4-0, Interior(1)16-4-0 to 18-0-0,Exterior(2E)18-0-0 to 21-0-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Fully Exp.;Ce=0.9;Cs=1.00;Ct=1.10 3)This truss has been designed for greater of min roof live load of 14.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 0 0 PR OFFS 4)Provide adequate drainage to prevent water ponding. �`` rl 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. t NGI N F9 St, 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 i� v -7 /Ij will fit between the bottom chord and any other members,with BCDL=10.0psf. Q 7)A plate rating reduction of 20%has been applied for the green lumber members. 89200PE' 8) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) • 2=105,7=100. • 9)This truss is designed in accordance with the 2018 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 o Q sheetrock be applied directly to the bottom chord. -f7G 4OREGON tx A. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)208 lb down and 178 lb up at /Q q y 14 20 '�'-8-0-0 on top chord. The design/selection of such connection device(s)is the responsibility of others. + �P LOAD CASE(S) Standard ili FIR I t-`' 1) Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 RENEWAL DATE:12-31-2021 Continued on nano 2 December 15,2020 IIIM A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 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,note a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 Job Truss Truss Type Qty Ply K8723256 2577453 A02 California 1 1 Job Reference(optional) Builders FirstSource(Beaverton,OR), Beaverton,OR-97005, 8.240 s Mar 9 2020 MiTek Industries,Inc. Tue Dec 15 13:06:40 2020 Page 2 ID:Z8vH8NUTAWKIm3?g8pxtPwyBlw=d?fMQnx5xoMdzCFJfHj70eCK2xba8ZbOo1QcY1y8iuz LOAD CASE(S) Standard Uniform Loads(plf) Vert:1-3=-64,3-4=-64,3-5=-64,5-6—64,5-8=-64,11-14=-20 Concentrated Loads(lb) Vert:19=-179 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. 1111111 Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,note a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mirek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 Job Truss Truss Type Qty Ply K8723257 2577453 A03 Common 16 1 Job Reference(optional) Builders FirstSource(Beaverton,OR), Beaverton,OR-97005, 8.240 s Mar 9 2020 MiTek Industries,Inc. Tue Dec 15 13:06:42 2020 Page 1 I D:Z8vH8NUTAW KIm3?gBpxtPwyBlw -ZOn7rTzLTPcLDW PimiIbU31hbl FtcSDhG Lvicwy8iux �1-0-0I 5-0-0 10-0-0 I 15-0-0 20-0-0 21-0-0 1-0-0 5-0-0 5-0-0 5-0-0 5-0-0 1-0-0 5x6= Scale=1:55.4 4 la 10.00 12 15 16 2x4' 2x4- 3 5 2 6Tn 1 rilli .. mina 1. 8 �� 4x6= 3x8= 4x6= 10-0-0 20-0-0 10-0-0 10-0-0 TCLL LOADING (psf25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.18 Vert(LL) -0.10 8-11 >999 240 MT20 220/195 TCDL 7,0 Lumber DOL 1.15 BC 0.47 Vert(CT) -0.31 8-11 >764 180 BCLL 0.0 Rep Stress Incr YES WB 0.24 Horz(CT) 0.02 6 n/a n/a BCDL 10.0 Code IBC2018/TPI2014 Matrix-AS Weight:118 lb FT=20 LUMBER- BRACING- TOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. WEBS 2x4 DF Std G REACTIONS. (size) 2=0-5-8,6=0-5-8 Max Horz 2=183(LC 9) Max Uplift 2=-69(LC 10),6=-69(LC 11) Max Gray 2=904(LC 1),6=904(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1011/120,3-4=-791/124,4-5=-791/124,5-6=1011/120 BOT CHORD 2-8=-99/752,6-8=-14/740 WEBS 4-8=-32/552,5-8=-298/174,3-8=-297/173 NOTES- 1)Wind:ASCE 7-16;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(2E)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 7-0-0,Exterior(2R)7-0-0 to 13-0-0, Interior(1)13-0-0 to 18-0-0,Exterior(2E)18-0-0 to 21-0-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Fully Exp.;Ce=0.9;Cs=1.00;Ct=1.10 3)This truss has been designed for greater of min roof live load of 14.0 psf or 1.00 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. ,�0 PROPC 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 S will fit between the bottom chord and any other members. C�, C NGIN,�tf; (S/. 6)A plate rating reduction of 20%has been applied for the green lumber members. 9 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,6. 44 9 8)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 92 OP 9)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. 7 OREGON , 44/ /OAl Y142- 0,0' RRILA- RENEWAL DATE:12-31-2021 December 15,2020 t r A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. im Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,note a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 Job Truss Truss Type Qty Ply K8723258 2577453 A04 California Girder 1 1 Job Reference(optional) Builders FirstSource(Beaverton,OR), Beaverton,OR-97005, 8.240 s Mar 9 2020 MiTek Industries,Inc. Tue Dec 15 13:06:45 2020 Page 1 - ID:Z8vH8N UTAW KIm3?g8pxtPwyBlw_-_zSFTV?EmK_w4z8HRgJ I5hwBzyF9pp67yJ8MDFy8iuu 12-6-7 -1-0-0 3-7-0 7-5-9 7-JJ10-15 10-0-0 12-1-1 tzr4-I1I'1 16-5-0 20-0-0 21-0-0 1-0-0 3-7-0 3-10-8 0-5-6 2-1-1 2-1-1 0-3-10 3-10-8 3-7-0 1-0-0 0-1-13 Scale=1:43.4 Sx6�i 7 5 5x8// 4 10.00 112 2x4 Q 2x4,' . 3 8 • *j `1 r 40611 A 1 6 I ham I, 2 '- 91 ^ ll of .� —III 1 1 1 1 ��1 1 I I I I 1 1 I I 1 1 10Io t 21 22 23 12 24 25 26 11 27 28 29 ►� 5x10=LUS24 LUS24 LUS24 3x8— LUS24 3x4— LUS24 LUS24 LUS24 5x6= LUS24 LUS24 3-7-0 I 7-5-9 I 10-0-0 12-6-7 16-5-0 20-0-0 3-7-0 3-10-8 2-6-7 2-6-7 3-10-8 3-7-0 Plate Offsets(X,Y)-- [2:0-10-0,0-1-4],[9:0-6-0,0-0-8] LO TCLL (psf) 25 0 SPACING- 2-0-0 CSI. DEFL, in (Ioc) Vdefl Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.24 Vert(LL) -0.08 12-15 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.56 Vert(CT) -0.26 12-15 >940 180 BCLL 0.0 Rep Stress'nor NO WB 0.23 Horz(CT) 0.03 9 n/a n/a BCDL 10.0 Code IBC2018/TP12014 Matrix-MS Weight:129 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 2x4 DF No.1&Btr G 2-0-0 oc purlins(6-0-0 max.):4-6. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 2=0-5-8,9=0-5-8 Max Horz 2=-151(LC 6) Max Uplift 2=-1(LC 8),9=-41(LC 9) Max Gray 2=1184(LC 1),9=1098(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1361/10,3-4=-1201/21,4-6=-871/42,6-8=-1172/28,8-9=-1333/35 BOT CHORD 2-12=-5/1028,11-12=0/868,9-11=0/978 WEBS 4-12=0/578,6-11=0/451 NOTES- 1)Wind:ASCE 7-16;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 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Fully Exp.;Ce=0.9;Cs=1.00;Ct=1.10 3)This truss has been designed for greater of min roof live load of 14.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. VD PROFrd' 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. C 6)*This truss has been designed for a liveload of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide �j �NGINFF9 S/Or will fit between the bottom chord and anyother 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)2,9. 89200PE 9)This truss is designed in accordance with the 2018 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. /�• 11) 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 -it .• 4� • • 2-0-12 from the left end to 17-11-4 to connect truss(es)to back face of bottom chord. Q 12) Fill all nail holes where hanger is in contact with lumber. -yG OREGON ��/13) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). tk LOAD CASE(S) Standard i6�4 Y 14,2 0 t�' 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 � R VA'Uniform Loads(plf) Vert:1-4=-64,4-5=-64,4-6=-64,6-7=-64,6-10=-64,13-16=-20 RENEWAL DATE:12-31-2021 December 15,2020 Continued on oaae 2 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 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 �F a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 Job Truss Truss Type Qty Ply — K8723258 2577453 A04 California Girder 1 1 Job Reference(optional) Builders FirstSource(Beaverton,OR), Beaverton,OR-97005, 8.240 s Mar 9 2020 MiTek Industries,Inc. Tue Dec 15 13:06:45 2020 Page 2 I D:Z8vH8N UTAW KIm3?g8pxtPwyBlw_-_zSFTV?EmK_w4z8H RgJIShwBzyF9pp67yJ8M DFyBiuu LOAD CASE(S) Standard Concentrated Loads(lb) Vert:21=-94(B)22=-43(B)23=-48(B)24=-57(B)25=-58(B)26—57(B)27=-48(B)28=2(B)29=-22(B) t , A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 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 �rt a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MFTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 1Job Truss Truss Type Qty Ply K8723259 2577453 B01 GABLE 1 1 Job Reference(optional) Builders FirstSource(Beaverton,OR), Beaverton,OR-97005, 8.240 s Mar 9 2020 MiTek Industries,Inc. Tue Dec 15 13:06:47 2020 Page 1 - ID:Z8vH8NUTAWKlm3?gspxtPwyBlw_-wMaouB1 UIxEeJHIfZFLmB6?ZBm1xHhYQPddT17y8ius -1-0-0 6-3-0 12-6-0 13-6-0 1-0-0 6-3-0 6-3-0 { 1-0-0 5x6= Scale=1:38.2 3 10.00 1 12 25 11101111 26 • 1. kik 4x8 \\ illOgi 1 Sx6- �` CV 4x8 // o 2 .* PI .1�40 •�� 4 5 n N 6.00 12 3x4 3x4 6-3-0 I 12-6-0 6-3-0 6-3-0 Plate Offsets(X,Y)-- [2:0-1-1,Edge],[2:0-1-10,0-11-13],[4:0-1-1,Edge],[4:0-1-10,0-11-13] LOADING (psf25 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 0.13 Vert(LL) -0.02 6 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.16 Vert(CT) -0.07 6-21 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.37 Horz(CT) 0.06 4 n/a n/a BCDL 10.0 Code IBC2018/TP12014 Matrix-AS Weight:78 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. WEBS 2x4 DF Std G OTHERS 2x4 DF Std G WEDGE Left:2x4 DF Std-G,Right:2x4 DF Std-G REACTIONS. (size) 2=0-5-8,4=0-5-8 Max Horz 2=-121(LC 8) Max Uplift 2=-49(LC 10),4=-49(LC 11) Max Gray 2=589(LC 1),4=589(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1002/49,3-4-1002/72 BOT CHORD 2-6=-3/830,4-6=0/828 WEBS 3-6=0/828 NOTES- 1)Wind:ASCE 7-16;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(2E)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 3-3-0,Exterior(2R)3-3-0 to 9-3-0, Interior(1)9-3-0 to 10-6-0,Exterior(2E)10-6-0 to 13-6-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 PR OF`c 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard IndustrygINoGable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Fully Exp.;Ce=0.9;Cs=1.00;Ct=1.104)This truss has been designed for greater of min roof live load of 14.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs ��non-concurrent with other live loads. 89200PE: 5)All plates are 2x4 MT20 unless otherwise indicated. / 6)Gable studs spaced at 1-4-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �' 5. 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 Q �. will fit between the bottom chord and any other members. -f7G �OREGON �44, 9)A plate rating reduction of 20%has been applied for the green lumber members. 10) Bearing at joint(s)2,4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify /Q 4 y 14 20� 4 capacity of bearing surface. 11) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,4. MFR R i1-0-0 12)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 13)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum RENEVVAL DATE:12-31-2021 sheetrock be applied directly to the bottom chord. December 15,2020 4 I -- WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. lox 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,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 Job Truss Truss Type Qty Ply K8723260 2577453 B02 Scissor 2 1 Job Reference(optional) Builders FirstSource(Beaverton,OR), Beaverton,OR-97005, 8.240 s Mar 9 2020 MiTek Industries,Inc. Tue Dec 15 13:06:48 2020 Page 1 - I D:Z8vH8N UTAW KIm3?g8pxtPwyBlw_-OY8O5 W 163FMVxRts7zs?jKYkxANA08oaeHM 1 gay8iur -1-0-0 6-3-0 I 12-6-0 13-6-0 1-0-0 6-3-0 6-3-0 1-0-0 5x6= Scale=1:38.2 3 '1 10.00 12 13 CI 14 • 4x8 \\ 5x6= 4x8 // d 2 .,. .,' c� .°11° 4 1 6.00112 ' 5 to M ►/ 3x4 3x4 6-3-0 12-6-0 6-3-0 6-3-0 Plate Offsets(X,Y)-- [2:0-1-1,Edge],[2:0-1-10,0-11-13],[4:0-1-1,Edge],[4:0-1-10,0-11-13] 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 0.13 Vert(LL) -0.02 6 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.16 Vert(CT) -0.07 6-9 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.37 Horz(CT) 0.06 4 n/a n/a BCLL 0.0 Code IBC2018/TP12014 Matrix-AS Weight:67 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. WEBS 2x4 DF Std G WEDGE Left:2x4 DF Std-G,Right:2x4 DF Std-G REACTIONS. (size) 2=0-5-8,4=0-5-8 Max Horz 2=-121(LC 8) Max Uplift 2=-49(LC 10),4=-49(LC 11) Max Gray 2=589(LC 1),4=589(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1002/49,3-4=-1002/72 BOT CHORD 2-6=-3/830,4-6=0/828 WEBS 3-6=0/828 NOTES- 1)Wind:ASCE 7-16;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(2E)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 3-3-0,Exterior(2R)3-3-0 to 9-3-0, Interior(1)9-3-0 to 10-6-0,Exterior(2E)10-6-0 to 13-6-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Fully Exp.;Ce=0.9;Cs=1.00;Ct=1.10 to PROF4 3)This truss has been designed for greater of min roof live load of 14.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs � _`(a�NFF non-concurrent with other live loads. !````�� '7ns>O 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. V' V ?i 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Q� 9� will fit between the bottom chord and any other members. 89200PE: 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Bearing at joint(s)2,4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. • 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,4. SC. 9)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. OREGON �� 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 -if 1_ sheetrock be applied directly to the bottom chord. /Q 4 Y 14 2- �AT ' RRIIL RENEWAL DATE:12-31-2021 December 15,2020 t I ..... WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not �R a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 Job Truss Truss Type Qty Ply ' K8723261 2577453 B03 Scissor 3 1 Job Reference(optional) Builders FirstSource(Beaverton,OR), Beaverton,OR-97005, 8.240 s Mar 9 2020 MiTek Industries,Inc. Tue Dec 15 13:06:50 2020 Page 1 ID:Z8vH8NUTAWKIm3?g8pxtPwyBlw_-LwG8 WC3MbscCAkOEEOvTold2Kz3YU2Dt5br7uSy8iup -1-0-0 6-3-0 12-6-0 1 1-0-0 6-3-0 6-3-0 5x6= Scale=1:38.2 3 4111 10.00 12 12 LI 13 5 4x8 \\ Sx6= CV 4x8 // o 4 S 2 0 I° ♦# N "10 '` r f �� r; a 11 6.00 12 �.. o 3x4 i 3x4 6-3-0 12-6-0 I 6-3-0 6-3-0 Plate Offsets(X,Y)-- [2:0-1-1,Edge],[2:0-1-10,0-11-13],[4:0-1-1,Edge],[4:0-1-10,0-11-13] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.13 Vert(LL) -0.02 5-11 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.16 Vert(CT) -0.07 5-11 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.37 Horz(CT) 0.06 4 n/a n/a BCLL 0.0 * Code IBC2018/TPI2014 Matrix-AS Weight:65 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. WEBS 2x4 DF Std G WEDGE Left:2x4 DF Std-G,Right:2x4 DF Std-G REACTIONS. (size) 2=0-5-8,4=Mechanical Max Horz 2=115(LC 7) Max Uplift 2=-49(LC 10),4-30(LC 11) Max Gray 2=592(LC 1),4=522(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1013/117,3-4=-1011/115 BOT CHORD 2-5=-30/838,4-5=-27/839 WEBS 3-5=0/838 NOTES- 1)Wind:ASCE 7-16;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(2E)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 3-3-0,Exterior(2R)3-3-0 to 9-6-0, Exterior(2E)9-6-0 to 12-6-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces &MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Fully Exp.;Ce=0.9;Cs=1.00;Ct=1.10 �t1?'E,p PROFF6, 3)This truss has been designed for greater of min roof live load of 14.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs ��� `G` sO�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. 89200PE 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)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify •441. •Or capacity of bearing surface. 0 A. 9) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,4. � ('k OREGON G mi 10)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI A 1. /O 4 y 14 2°� Q-r. 11)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. '`'/ Ai`BRIEF RENEWAL DATE:12-31-2021 December 15,2020 t 1 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 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 ANSUTPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 Job Truss Truss Type Qty Ply K8723262 f2577453 CO1 Monopitch Supported Gable 2 1 Job Reference(optional) Builders FirstSource(Beaverton,OR), Beaverton,OR-97005, 8.240 s Mar 9 2020 MiTek Industries,Inc. Tue Dec 15 13:06:51 2020 Page 1 - ID:Z8vH8NUTAWKlm3?g8pxtPwyBlw_-p7gWjY4_LAk3oubQo5QiLyAE?NQTDZ10KFbhRuy8iuo -1-0-0 4-9-0 1-0-0 4-9-0 Scale=1:13.2 4 5 2x4 I I 2x4 I I 4.00 112 3 cv 2 adill 1IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIPIIIIIPP MI II II �iOp000pOpppOOpppppOpO00p�pp�pOO�iO�ppp�00�pppp�p�000ppppO00p�p�p�p�0000�0000000000�� 7 6 3x4= 2x4 I I 2x4 I I I TOADING (psf25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP CLL(Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.07 Vert(LL) -0.00 1 n/r 90 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.06 Vert(CT) 0.00 1 n/r 120 BCLL 0.0 * Rep Stress Incr YES WB 0.08 Horz(CT) -0.00 5 n/a n/a BCDL 10.0 Code IBC2018/TPI2014 Matrix-P Weight:23 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied or 4-9-0 oc purlins, BOT CHORD 2x4 DF No.1&Btr G except end verticals. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 DF Std G REACTIONS. (size) 5=4-9-0,6=4-9-0,2=4-9-0,7=4-9-0 Max Horz 2=60(LC 9) Max Uplift 5=-3(LC 11),6-22(LC 5),2=-47(LC 8),7=-42(LC 12) Max Gray 5=3(LC 19),2=281(LC 19),7=377(LC 19) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 3-7=-304/246 NOTES- 1)Wind:ASCE 7-16;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(3E)-1-0-0 to 2-0-0,Exterior(2N)2-0-0 to 4-9-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)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 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Fully Exp.;Ce=0.9;Cs=1.00;Ct=1.10 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs ,GQ�p PR 0Fss non-concurrent with other live loads. ```` 6)Gable requires continuous bottom chord bearing. �� _`GIN4- /OA 7)Gable studs spaced at 1-4-0 oc. v`_ `19 -v 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4� 9l 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 =92 OP 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. AO . •• 11) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5,6,2,7. 12)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 7 Q 1. OREGON �bt � /OM y14,24�Q'k' R1311-- RENEWAL DATE:12-31-2021 December 15,2020 a a ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 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 �4 a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 LJob Truss Truss Type Qty Ply 2577453 CO2 Monopitch 9 1 K8723263 Job Reference(optional) Builders FirstSource(Beaverton,OR), Beaverton,OR-97005, 8.240 s Mar 9 2020 MiTek Industries,Inc. Tue Dec 15 13:06:53 2020 Page 1 ID:Z8vH8NUTAWKlm3?g8pxtPwyBlw_-IVxH8E5Ftn?n1 ClpvWSAQNFZsB5OhUkJoZ4oVny8ium -1-0-0 4-9-0 1-0-0 4-9-0 Scale=1:13.2 3 4 2x4 I I 4.00 12 . c\ 2 1 _...siligllgillgIIIIIIIIIIIIIIIIIII Ell i _fillEMIERRIE11111111=1 6 3x4= 2x4 II 5 4-9-0 4-9-0 Plate Offsets(X,Y)-- [2:0-1-7,Edge] TCLL LOADING (psf25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.18 Vert(LL) -0.01 6-9 >999 240 MT20 220/195 TCDL 7,0 Lumber DOL 1.15 BC 0.09 Vert(CT) -0.03 6-9 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code IBC2018/TPI2014 Matrix-AS Weight:22 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. WEBS 2x4 DF Std G REACTIONS. (size) 6=Mechanical,2=0-5-8 Max Horz 2=60(LC 11) Max Uplift 6=-29(LC 12),2=-56(LC 8) Max Gray 6=285(LC 19),2=370(LC 19) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-16;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(2E)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 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Fully Exp.;Ce=0.9;Cs=1.00;Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. �``` ` tQED PROP 7)A plate rating reduction of 20%has been applied for the green lumber members. 8)Refer to girder(s)for truss to truss connections. Cj !NGINEtt; t 'o 9) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6,2. V' V`_ ?j 10)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI �� 1. 89200PE 11)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. • G /OREGON ��? /O .41},i 4 2(1:\ O- `ll .RR1l-k- RENEWAL DATE:12-31-2021 December 15,2020 • A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 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 �rt a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into 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/PPl1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 Job Truss Truss Type Qty Ply K8723264 2577453 DO1 Monopitch Structural Gable 1 1 Job Reference(optional) Builders FirstSource(Beaverton,OR), Beaverton,OR-97005, 8.240 s Mar 9 2020 MiTek Industries,Inc. Tue Dec 15 13:06:53 2020 Page 1 ID:Z8vH8NUTAWKlm3?g8pxtPwyBlw_-IVxH8E5Ftn?n1 CIpvWSAQNFYbB1 nhUkJoZ4oVny8ium -1-0-0 5-1-0 1-0-0 5-1-0 Scale=1:23.4 4 3 8.00 12 • 2 EsAIT1I ■ ■ ■ 6 5 3x4= 5-1-0 5-1-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.19 Vert(LL) -0.01 6-15 >999 240 MT20 220/195 (Roof Snow-25.0) Lumber DOL 1.15 BC 0.32 Vert(CT) -0.05 6-15 >999 180 TCDL 7.0 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code IBC2018/TPI2014 Matrix-AS Weight:33 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied. WEBS 2x4 DF Std G OTHERS 2x4 DF Std G REACTIONS. (size) 6-Mechanical,2=0-5-8 Max Horz 2=112(LC 9) Max Uplift 6=-47(LC 10),2=-25(LC 10) Max Gray 6=225(LC 18),2=272(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-16;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(2E)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 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Fully Exp.;Ce=0.9;Cs=1.00;Ct=1.10 4)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)All plates are 2x4 MT20 unless otherwise indicated. 6)Gable studs spaced at 1-4-0 oc. ncj PROF? 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �(- S 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 .J� NGI N,EF s/O. will fit between the bottom chord and any other members. v 9 9)A plate rating reduction of 20%has been applied for the green lumber members. 9 10) Refer to girder(s)for truss to truss connections. Q 89200PE 11) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6,2. 12)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI • 1. 13)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. - OREGON 4(/ tx /O 14,2 Q'}' RENEWAL DATE:DATE:12-31-2021 December 15,2020 t I WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 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/TPl1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 Job Truss Truss Type Qty Ply K8723265 2577453 D02 Monopitch 4 1 Job Reference(optional) Builders FirstSource(Beaverton,OR), Beaverton,OR-97005, 8.240 s Mar 9 2020 MiTek Industries,Inc. Tue Dec 15 13:06:55 2020 Page 1 I D:Z8vH8NUTAWKlm3?g8pxtPwyBlw_-hu31 Zw7VPPFVGVvC1 xUeVoKu5_jF9OEcFtZuagy8iuk -1-0-0 5-1-0 1-0-0 5-1-0 Scale:1/2"=1' 2x4 II 4 0141M 1 =' 6 5 3x4= 2x4 I I 5-1-0 5-1-0 LOADING (psf25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL(Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.19 Vert(LL) -0.01 6-9 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.32 Vert(CT) -0.05 6-9 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code IBC2018/TPI2014 Matrix-AS Weight:27 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied. WEBS 2x4 DF Std G REACTIONS. (size) 6=Mechanical,2=0-5-8 Max Horz 2=112(LC 9) Max Uplift 6=-47(LC 10),2=-25(LC 10) Max Gray 6=225(LC 18),2=272(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-16;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(2E)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 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Fully Exp.;Ce=0.9;Cs=1.00;Ct=1.10 3)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 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. c 0 PROFF 8) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)6,2. •```` str 9)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/IP!1. �5 NGINEF �n 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 LV' �G 9 ifi sheetrock be applied directly to the bottom chord. 4 89200PE 9� • OREGON �bt 14 /O 4. M Y 14 2�ioi:V" ERRIt k- RENEWAL DATE:12-31-2021 December 15,2020 t 1 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and propedy incorporate this design into 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 SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 1_Job Truss Truss Type Qty Ply K8723266 2577453 HRA01 Corner Rafter 1 1 Job Reference(optional) Builders FirstSource(Beaverton,OR), Beaverton,OR-97005, 8.240 s Mar 9 2020 MiTek Industries,Inc. Tue Dec 15 13:06:56 2020 Page 1 I D:Z8vH8N UTAWKIm3?g8pxtPwyBlw_-94dPnG87AiNMufUObe0t20tx6O8VuqulUXJS66y8iuj -1-5-0 I 11-2-4 11 [10 14-0-3 1-5-0 11-2-4 0- -6 2-7-9 Special Scale=1:44.6 5 Ia Special �I o 5x6 Special 4xe 4 Special 0�t-�4x6-::-5 g Special 4x6 i 8x12 i 0 .. 4x6- 3 7. 7.07 12 Special 4x6 i Special 111/ 6 0 4x6 i 2 01 IIM �t 11-2-4 14-0-3 11-2-4 2-9-15 Plate Offsets(X,Y)-- [3:0-1-10,0-2-12],[3:0-6-0,0-3-4] LOADING (psf25 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 0.75 Vert(LL) 0.30 2-4 >436 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.00 Vert(CT) -0.46 2-4 >288 180 BCLL 0.0 Rep Stress lncr NO WB 0.00 Horz(CT) -0.04 4 n/a n/a BCDL 10.0 Code IBC2018/TP12014 Matrix-MS Weight:57 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 DF No.2*Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. 2-4:2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 2=0-7-7,4=0-2-2,5=Mechanical Max Horz 2=246(LC 8) Max Uplift 2=-170(LC 8),4=-453(LC 8),5=-43(LC 8) Max Gray 2=546(LC 1),4=737(LC 1),5=97(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-4=-298/236 NOTES- 1)Wind:ASCE 7-16;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 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Fully Exp.;Ce=0.9;Cs=1.00;Ct=1.10 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)A plate rating reduction of 20%has been applied for the green lumber members. 6)Refer to girder(s)for truss to truss connections. 7)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify ,`,```D PROpC capacity of bearing surface. [� 8) Provide mechanical connection(by others)of truss to bearing plate at joint(s)4. Cj NGI N4- 00 9) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5 except(jt=lb) �� 'T �i9 2=170,4=453. 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)4. 89200PE l 11)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)88 lb down and 59 lb up at 2-9-8,67 lb down and 58 lb up at 2-9-8,91 lb down and 105 lb up at 5-7-7,101 lb down and 110 lb up at 5-7-7,110 lb down and 145 lb up at 8-5-6,142 lb down and 145 lb up at 8-5-6,and 165 lb down and 163 lb up at 11-3-5,and 38 lb down and 38 lb up at �OREGON 4(/� 13-11-7 on top chord. The design/selection of such connection device(s)is the responsibility of others. G pt �� 13) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). /Q 4,4 Y 14 2�� Q. LOAD CASE(S) Standard � RRII-k- 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 �1 Uniform Loads(plf) Vert:1-5=-64 RENEWAL DATE:12-31-2021 December 15,2020 Continued on Daae 2 t / ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 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 Niel(' is always required for stability and to prevent collapse with 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,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 Job Truss Truss Type Qty Ply K8723266 2577453 HRA01 Corner Rafter 1 1 Job Reference(optional) 'Builders FirstSource(Beaverton,OR), Beaverton,OR-97005, 8.240 s Mar 9 2020 MiTek Industries,Inc. Tue Dec 15 13:06:56 2020 Page 2 I D:Z8vH8NUTAW KIm3?g8pxtPwyBlw_-94dPnG87AiNMufUObe0t20tx608VugU IUXJS66y8iuj LOAD CASE(S) Standard Concentrated Loads(lb) Vert:4=-159(F)5=-12(F)6=-12(F)7=-41(F=-26,B=-15)8=-173(F=-106,B=-67) t MIMI A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. t Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not �R a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek° is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUPPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 LJob Truss Truss Type Qty Ply K8723267 2577453 HRA02 Corner Rafter 1 1 Job Reference(optional) Builders FirstSource(Beaverton,OR), Beaverton,OR-97005, 8.240 s Mar 9 2020 MiTek Industries,Inc. Tue Dec 15 13:06:57 2020 Page 1 ID:Z8vH8NUTAWKlm3?g8pxtPwyBlw_-dHBo_b81x0VDWp3a8MX6bDP4EoTkdHkuiB2?eYy8iui -1-5-0 11-2-4 11-4[10 14-0-3 1-5-0 11-2-4 0- -6 2-7-9 5 v Scale=1:42.9 n Special o 5x6- Special 4x6- 4 Special i&g 4x6 i °t Special 8 Special 4x6-i 8x12 i v M .. 4x6-.:5- 3 7. 0 OD 7.07 12 Special 4x6- Special 111/ 6 0 4x6 G 2 n 0 r c1 MI 11-2-4 14-0-3 11-2-4 2-9-15 Plate Offsets(X,Y)-- [3:0-1-10,0-2-12],[3:0-6-0,0-3-4] L LOADING (psfL2)5 0 TC SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.86 Vert(LL) 0.32 2-4 >406 240 MT20 220/195 TCDL 7,0 Lumber DOL 1.15 BC 0.00 Vert(CT) -0.56 2-4 >237 180 BCLL 0.0 * Rep Stress Mar NO WB 0.00 Horz(CT) -0.05 4 n/a n/a BCDL 10.0 Code IBC2018/TP12014 Matrix-MS Weight:57 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 DF No.2*Except* TOP CHORD Structural wood sheathing directly applied or 4-10-5 oc purlins. 2-4:2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 2=0-7-7,4=0-2-2,5=Mechanical Max Horz 2=246(LC 8) Max Uplift 2=-168(LC 8),4=-448(LC 8),5=-28(LC 8) Max Gray 2=624(LC 1),4=771(LC 1),5=85(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-4=-340/255 NOTES- 1)Wind:ASCE 7-16;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 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Fully Exp.;Ce=0.9;Cs=1.00;Ct=1.10 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)A plate rating reduction of 20%has been applied for the green lumber members. 6)Refer to girder(s)for truss to truss connections. 7)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify ����p PR Ofk- capacity of bearing surface. 8) Provide mechanical connection(by others)of truss to bearing plate at joint(s)4. � V.A. IN GF�I; 41 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5 except(jt=lb) �� v 1 9 2=168,4=448. f 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)4. :9200P 11)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)185 lb down and 70 lb up at �- . i' 2-9-8,67 lb down and 58 lb up at 2-9-8,91 lb down and 105 lb up at 5-7-7,133 lb down and 95 lb up at 5-7-7,110 lb down and In it 145 lb up at 8-5-6,and 142 lb down and 145 lb up at 8-5-6,and 165 lb down and 163 lb up at 11-3-5 on top chord. The <(/ OREGON � design/selection of such connection device(s)is the responsibility of others. 4,13) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). /O Aq y 14 2°N Q.tu -�- LOAD CASE(S) Standard MRR'1-k 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-5=-64 RENEWAL DATE:12-31-2021 December 15,2020 Continued on oaae 2 / UN A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,note a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M iTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPII Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate-Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 Job Truss Truss Type Qty Ply - K8723267 2577453 HRA02 Corner Rafter 1 1 Job Reference(optional) Builders FirstSource(Beaverton,OR), Beaverton,OR-97005, 8.240 s Mar 9 2020 MiTek Industries,Inc. Tue Dec 15 13:06:57 2020 Page 2 — I D:Z8vH8NUTAW KI m3?g8pxtPwyBlw_-dHBo_b81x0VD Wp3a8MX6bDP4EoTkdHkuiB2?eYy8iui LOAD CASE(S) Standard Concentrated Loads(lb) Vert:4=-159(B)6=-92(B)7=-73(F=-15,B=-59)8=-173(F=-67,B=-106) t I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,note a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 Job Truss Truss Type Oty Ply K8723268 2577453 HRA03 Rafter 1 1 Job Reference(optional) Builders FirstSource(Beaverton,OR), Beaverton,OR-97005, 8.240 s Mar 9 2020 MiTek Industries,Inc. Tue Dec 15 13:06:59 2020 Page 1 I D:Z8vH8N UTAW Klm3?g8pxtPwyBlw_-afJYPHAOTdIx17CzGnZageVa3b9C5BDBAVX6jRy8iug 5-6-6 5-6-6 Scale=1:18.3 3 i d i t` � o 7.07 112 2 1 2-8-11 2-9-12 5-6-6 2-8-11 0-1-1 2-8-10 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.20 Vert(LL) 0.00 2-3 >999 240 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.00 Vert(CT) 0.00 2-3 >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 IBC2018/TPI2014 Matrix-AS Weight:14 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 3=Mechanical,2=0-2-2 Max Horz 2=91(LC 10) Max Uplift 3=-8(LC 10),2=-101(LC 10) Max Gray 3=19(LC 6),2=340(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-16;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(2E)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 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Fully Exp.;Ce=0.9;Cs=1.00;Ct=1.10 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate at joint(s)2. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3 except(jt=lb) 2=101. 7)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)2. 8)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. c D 9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum c O PROFFs sheetrock be applied directly to the bottom chord. '`` ‘AG INE�f;R 9f 89200PE• • • L4,0REGON <O Y14,24� MERRIVA'0P RENEWAL DATE:12-31-2021 December 15,2020 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. int Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI TPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 Job Truss Truss Type Qty Ply r K8723269 2577453 HRA04 Corner Rafter 1 1 Job Reference(optional) Builders FirstSource(Beaverton,OR), Beaverton,OR-97005, 8.240 s Mar 9 2020 MiTek Industries,Inc. Tue Dec 15 13:07:00 2020 Page 1 - ID:Z8vH8NUTAWKlm3?g8pxtPwyBlw_2sswcdBeExtoNHn9gU4pCs1jO?VRgeTLP9HfFty8iuf -1-5-0 8-4-5 11-4-10 14-0-3 1-5-0 8-4-5 3-0-5 2-7-9 6 Scale:1/4"=1' Io Special 5 Specialo 4x4 i o Special 4 4x4�i Special Y. 8x8 i `i v 4x4 i 8 CO 7.07 12 3 4x4 i Special I� 01 4x4-2 7 0 2 1 INMI 8-4-5 14-0-3 8-4-5 5-7-14 Plate Offsets(X,Y)-- [3:0-1-10,0-2-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.35 Vert(LL) 0.07 2-4 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.00 Vert(CT) -0.13 2-4 >784 180 TCDL 7.0 Rep Stress Incr NO WB 0.00 Horz(CT) -0.02 6 n/a n/a BCLL 0.0 * Code IBC2018/TP12014 Matrix-MS Weight:53 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x6 DF No.2*Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. 2-4:2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 0-7-7 except(jt=length)4=0-3-2,6=Mechanical,5=0-2-2. (Ib)- Max Horz 2=248(LC 8) Max Uplift All uplift 100 lb or less at joint(s)2,6,5 except 4=-312(LC 8) Max Gray All reactions 250 lb or less at joint(s)6,5 except 2=439(LC 1),4=480(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-4-265/175 NOTES- 1)Wind:ASCE 7-16;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 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Fully Exp.;Ce=0.9;Cs=1.00;Ct=1.10 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)A plate rating reduction of 20%has been applied for the green lumber members. 6) Refer to girder(s)for truss to truss connections. Q 7)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify ,� C`c O PR ppr s capacity of bearing surface. S 8) Provide mechanical connection(by others)of truss to bearing plate at joint(s)5. 1. NGINE , /O 9) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,6,5 except L� v -v (jt=lb)4=312. 9l 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)4,5. 89200PE 11)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. I 12) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)140 lb down and 78 lb up at llJ T 2-9-8,91 lb down and 105 lb up at 5-7-7,116 lb down and 105 lb up at 5-7-7,and 132 lb down and 151 lb up at 8-5-6,and 47 lb 111 down and 101 lb up at 10-3-9 on top chord. The design/selection of such connection device(s)is the responsibility of others. OREGON cQ 13) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). �G 'b Y �� LOAD CASE(S) Standard ,Q 4 2� �R� 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 IV/ R R I.-\ Uniform Loads(plf) Vert:1-6=-64 RENEWAL DATE:12-31-2021 December 15,2020 Continued on oaae 2 I 1 -- A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. '" Design valid for use only with MiTeke connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into 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 ANSITP/1 Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 Job Truss Truss Type Qty Ply K8723269 2577453 HRA04 Corner Rafter 1 1 Job Reference(optional) Builders FirstSource(Beaverton,OR), Beaverton,OR-97005, 8.240 s Mar 9 2020 MiTek Industries,Inc. Tue Dec 15 13:07:00 2020 Page 2 — I D:Z8vH8NUTAW Klm3?g8pxtPwyBlw_-2sswcdBeExtoNHn9gU4pCs1 j0?V RgeTLP9HfFty8iuf LOAD CASE(S) Standard Concentrated Loads(lb) Vert:4=-95(B)7=-51(B)8=-57(F=-15,B=-42)9=21(B) t A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 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 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?Pl1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 Job Truss Truss Type Qty Ply K8723270 2577453 JA01 Jack-Open 1 1 Job Reference(optional) Builders FirstSource(Beaverton,OR), Beaverton,OR-97005, 8.240 s Mar 9 2020 MiTek Industries,Inc. Tue Dec 15 13:07:02 2020 Page 1 I D:Z8vH8NUTAW KIm3?g8pxtPwyBlw_-_E_h 1 JCumY7VcaxYxv6HIH75zp6M IYzesSmmJmy8iud -1-0-0 I 1-10-15 1-0-0 1-10-15 Scale=1:17.3 3 10.00 2 i 1 8 9 10 4 LUS24 LUS24 LUS24 4x6= 8-0-0 8-0-0 Plate Offsets(X,Y)-- [2:0-6-0,0-0-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.22 Vert(LL) -0.07 4-7 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.35 Vert(CT) -0.25 4-7 >379 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCLL 0.0 * BCDL 10.0 Code IBC2018/TPI2014 Matrix-MP Weight:20 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. (size) 3=Mechanical,2=0-5-8,4=Mechanical Max Horz 2=72(LC 10) Max Uplift 3=-34(LC 10),2=-23(LC 30),4=-12(LC 10) Max Gray 3=191(LC 3),2=146(LC 18),4=130(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-16;Vult=l2omph(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(2E)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 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Fully Exp.;Ce=0.9;Cs=1.00;Ct=1.10 3)This truss has been designed for greater of min roof live load of 14.0 psf or 1.00 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. Qc D Q CF�n 6)A plate rating reduction of 20%has been applied for the green lumber members. .��,` PR 7)Refer to girder(s)for truss to truss connections. 0 8)Refer to girder(s)for truss to truss connections. vs 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,2,4. ICJ NGIN4- 10)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI �� 1. 11) 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 89200PE: truss(es)to front face of bottom chord,skewed 0.0 deg.to the right,sloping 0.0 deg.down. 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 4-0-12 from the left end to 6-0-12 to connect truss(es)to front face of bottom chord. 4 13) Fill all nail holes where hanger is in contact with lumber. Q (r 14) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). -f7L 4,OREGONbt LOAD CASE(S) Standard <O '9 Y 14 2O Pr" 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 � Uniform Loads(plf) ' RR11- Vert:1-3=-64,4-5=-20 Concentrated Loads I9) RENEWAL DATE:12-31-2021 Vert:8=-1(F)9=-22(F)10=-74(F) December 15,2020 f I ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Mill' 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 propedy incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Ml lek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI?P11 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 LJob Truss Truss Type Qty Ply K8723271 2577453 JA02 Jack-Open 1 1 Job Reference(optional) Builders FirstSource(Beaverton,OR), Beaverton,OR-97005, 8.240 s Mar 9 2020 MiTek Industries,Inc. Tue Dec 15 13:07:04 2020 Page 1 I D:Z8VH8NUTAW KI m3?g8pxtPWyBlw_-wd6RS?E8IAN Dsu5 W3K9INiCRKcoTmSTWJm FtOeyBiub -1-0-0 3-10-15 1-0-0 3-10-15 Scale:1/2"=1' 3 10.00 12 2 1 VAMMIMMIMIIMMIMIE Ica?' 4x6= 8-0-0 8-0-0 Plate Offsets(X,Y)-- [2:0-6-0,0-0-4] TC L LOADING (psf25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.23 Vert(LL) -0.08 4-7 >999 240 MT20 220/195 TCDL 7,0 Lumber DOL 1.15 BC 0.31 Vert(CT) -0.26 4-7 >372 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.01 3 n/a n/a BCDL 10.0 Code 1BC2018/TP12014 Matrix-MP Weight:25 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. (size) 3=Mechanical,2=0-5-8,4=Mechanical Max Horz 2=123(LC 10) Max Uplift 3=-60(LC 10) Max Gray 3=154(LC 18),2=257(LC 1),4=122(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-16;Vult=l2omph(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(2E)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 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Fully Exp.;Ce=0.9;Cs=1.00;Ct=1.10 3)This truss has been designed for greater of min roof live load of 14.0 psf or 1.00 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. Q�G GD PROF s 8)Refer to girder(s)for truss to truss connections. `` 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3. Cj NGI NEF s'O 10)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI �� V 19 ?j 1. 9 89200PE• 1 • • / 4OREGON 4�� O 1'14,2p P.� M?QRR%Lk- v RENEWAL DATE:12-31-2021 December 15,2020 t WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 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,not1411 a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI?PII Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 Job Truss Truss Type Oty Ply K8723272 1-2577453 JA03 Jack-Open 2 1 Job Reference(optional) Builders FirstSource(Beaverton,OR), Beaverton,OR-97005, 8.240 s Mar 9 2020 MiTek Industries,Inc. Tue Dec 15 13:07:05 2020 Page 1 - ID:Z8vH8NUTAWKlm3?g8pxtPwyBlw=OpgpfLFm2TV4T2g7c1g_wlbU08hVvi4YQ_Qw4y8iva -1-0-0 5-10-15 1-0-0 5-10-15 Scale:3/8"=1' 3 ri 10.00 Fr2 2 IT 1 0 S 4 4x4= 8-0-0 8-0-0 Plate Offsets(X,Y)-- [2:Edge,0-1-10] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.26 Vert(LL) -0.09 4-7 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.31 Vert(CT) -0.28 4-7 >337 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.01 2 n/a n/a BCLL 0.0 * Code IBC2018/TPI2014 Matrix-AS Weight:31 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 3=Mechanical,2=0-5-8,4=Mechanical Max Horz 2=175(LC 10) Max Uplift 3=-111(LC 10) Max Gray 3=203(LC 18),2=332(LC 1),4=125(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-16;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(2E)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 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Fully Exp.;Ce=0.9;Cs=1.00;Ct=1.10 3)This truss has been designed for greater of min roof live load of 14.0 psf or 1.00 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. ````D ppOrc 7)Refer to girder(s)for truss to truss connections. `` r rl /2 8)Refer to girder(s)for truss to truss connections. 9) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(t=lb) ��j !NGI NEFn s/0A9 3=111. v ,T v 10)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 89200PE V 1. 11)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum AP sheetrock be applied directly to the bottom chord. /�' ter.. �L �OREGON ��� /O 4 r 14 20\ Q4 MRRIIA-0 RENEWAL DATE:12-31-2021 December 15,2020 t f A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 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 propedy incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing !Mete is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/Mil Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 Job Truss Truss Type Qty Ply K8723273 2577453 JA04 Jack-Open 2 1 Job Reference(optional) Builders FirstSource(Beaverton,OR), Beaverton,OR-97005, 8.240 s Mar 9 2020 MiTek Industries,Inc. Tue Dec 15 13:07:06 2020 Page 1 - ID:Z8vH8N UTAWKIm3?g8pxtPwyBlw_-t?EBtg FPpndx5CFJAIBDS7HjmQTbEMyDn4k_TXy8iuZ -1-0-0 7-10-15 1-0-0 7-10-15 3 Scale=1:40.0 I) 10 10.00 12 9 8 n 2 c 1 •m m _� Io 4 3x6= 8-0-0 8-0-0 Plate Offsets(X,Y)-- [2:0-6-4,0-1-6] LOADING (psf2)5 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL(Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.42 Vert(LL) -0.09 4-7 >999 240 MT20 220/195 TCDL 7,0 Lumber DOL 1.15 BC 0.34 Vert(CT) -0.32 4-7 >302 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) 0.02 2 n/a n/a BCDL 10.0 Code IBC2018/TP12014 Matrix-AS Weight:37 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 3=Mechanical,2=0-5-8,4=Mechanical Max Horz 2=212(LC 10) Max Uplift 3=-130(LC 10) Max Gray 3=257(LC 18),2=399(LC 1),4=128(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-16;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(2E)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 3-7-4,Exterior(2R)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 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Fully Exp.;Ce=0.9;Cs=1.00;Ct=1.10 3)This truss has been designed for greater of min roof live load of 14.0 psf or 1.00 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. 00 Qc� 6)A plate rating reduction of 20%has been applied for the green lumber members. �4``GO PROFess 7)Refer to girder(s)for truss to truss connections. G 8) Refer to girder(s)for truss to truss connections. .CO !ilbl N4- /O 9) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) V' V '7 �/9 3=130. ��Ct l 10)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 89200PE 1. 11)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. 4. �OREGON tx A. /O 4),14,20 0- 41FRRto-0 RENEWAL DATE:12-31-2021 December 15,2020 1 I WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTekiE connectors.This design is based only upon parameters shown,and is for an individual building component,not �x a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into 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?P11 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 Job Truss Truss Type Qty Ply K8723274 2577453 JA05 Jack-Open 1 1 Job Reference(optional) Builders FirstSource(Beaverton,OR), Beaverton,OR-97005, 8.240 s Mar 9 2020 MiTek Industries,Inc. Tue Dec 15 13:07:07 2020 Page 1 ID:Z8vH8NUTAWKlm3?g8pxtPwyBlw_-LCna40G 1 a5lojMpVkSiS?KquDgpozpCNOkTX?zy8iuY 1-0-0 8-0-0 9-10-3 �1-0-0 8-0-0 1-10-3 Scale=1:48.6 4 rJ I� 0 3 10.00 12 11 10 nr m of 9 2 1 G 5 3x6= 8-0-0 8-0-0 Plate Offsets(X,Y)-- [2:0-6-4,0-1-71 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.44 Vert(LL) -0.09 5-8 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.34 Vert(CT) -0.32 5-8 >299 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.02 2 n/a n/a BCLL 0.0 Code IBC2018/TP12014 Matrix-AS Weight:42lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. REACTIONS. All bearings Mechanical except(jt=length)2=0-5-8,5=Mechanical,3=0-1-8. (Ib)- Max Horz 2=247(LC 10) Max Uplift All uplift 100 lb or less at joint(s)4 except 3=-157(LC 10) Max Gray All reactions 250 lb or less at joint(s)4,5 except 2=405(LC 1),3=320(LC 18) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-271/159 NOTES- 1)Wind:ASCE 7-16;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(2E)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 5-6-8,Exterior(2R)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 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Fully Exp.;Ce=0.9;Cs=1.00;Ct=1.10 3)This truss has been designed for greater of min roof live load of 14.0 psf or 1.00 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 QC c will fit between the bottom chord and any other members. '�C```D PROpS. 6)A plate rating reduction of 20%has been applied for the green lumber members. `C 'AG!NFF /O 7)Refer to girder(s)for truss to truss connections. ` 8) Refer to girder(s)for truss to truss connections. V 1j 9) Provide mechanical connection(by others)of truss to bearing plate at joint(s)3. *:-C*� 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4 except(jt=lb) 89200PE 3=157. 11) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. 12)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 13)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum -9G OREGON sheetrock be applied directly to the bottom chord. /O Y 14 20\ MFRRit - RENEWAL DATE:12-31-2021 December 15,2020 • WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 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 ANSUTPII Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 Job Truss Truss Type Qty Ply K8723275 2577453 JA06 Jack-Open 1 1 Job Reference(optional) Builders FirstSource(Beaverton,OR), Beaverton,OR-97005, 8.240 s Mar 9 2020 MiTek Industries,Inc. Tue Dec 15 13:07:09 2020 Page 1 I D:Z8vH8NUTAW Klm3?g8pxtPwyBlw_-HavKVi IH6i0 Wyfzurtkw4lvJ5dZDRjigT2ye3sy8iu W -1-0-0 3-10-15 1-0-0 3-10-15 Scale:1/2"=1' 3 II 10.00 12 2 Ira 1 5 4 3x4= 5-0-8 8-0-0 5-0-8 2-11-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.10 Vert(LL) -0.01 5-8 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.08 Vert(CT) -0.02 5-8 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCLL 0.0 Code IBC2018/TP12014 Matrix-MP Weight:25 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. All bearings 0-5-8 except at-length)3=Mechanical,4=Mechanical. (Ib)- Max Horz 2=123(LC 10) Max Uplift All uplift 100 lb or less at joint(s)3 Max Gray All reactions 250 lb or less at joint(s)3,2,4,5 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-16;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(2E)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 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Fully Exp.;Ce=0.9;Cs=1.00;Ct=1.10 3)This truss has been designed for greater of min roof live load of 14.0 psf or 1.00 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. p �`t� 8) Refer to girder(s)for truss to truss connections. :) PR Q c 9) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3. `E s 10)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI ICJ ,NGI NE.e. �A 1. V' V '7 89200PE• I . OREGON &�� /O Y74 2I�-4' ERRIO- RENEWAL DATE:12-31-2021 December 15,2020 MO NM t I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not tut a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/1PID Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 Job Truss Truss Type Qty Ply r K8723276 2577453 JA07 Jack-Open 1 1 Job Reference(optional) Builders FirstSource(Beaverton,OR), Beaverton,OR-97005, 8.240 s Mar 9 2020 MiTek Industries,Inc. Tue Dec 15 13:07:11 2020 Page 1 ID:Z8vH8NUTAWKlm3?g8pxtPwyBlw=Dz14wOJXeJGEBz7GzIn09A?glREhvdBywMR18ky8iuU -1-0-0 1-10-15 1-0-0 1-10-15 Scale=1:17.3 3 10.00 12 11 2 i III 11 11 Io 1 „'' 9 10 „ 11 4 LUS24 LUS24 ,/ LUS24 5 3x4= 5-0-8 8-0-0 5-0-8 2-11-8 LOADING (psf25 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 0.05 Vert(LL) -0.01 5-8 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.08 Vert(CT) -0.02 5-8 >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 IBC2018/TPI2014 Matrix-MP Weight:20 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. All bearings 0-5-8 except(jt=length)3=Mechanical,4=Mechanical. (Ib)- Max Horz 2=72(LC 10) Max Uplift All uplift 100 lb or less at joint(s)3,2,4,5 Max Gray All reactions 250 lb or less at joint(s)3,2,4,5 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-16;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(2E)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 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Fully Exp.;Ce=0.9;Cs=1.00;Ct=1.10 3)This truss has been designed for greater of min roof live load of 14.0 psf or 1.00 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)Refer to girder(s)for truss to truss connections. QED PROP 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,2,4,5. .`�(,`` Ss 10)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI so. �y GIN.eL, /O 11) Use Simpson Strong-Tie LUS24(4-10d Girder,2-10d Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max.starting at1. 7 �9 2-0-12 from the left end to 6-0-12 to connect truss(es)to back face of bottom chord. 89200PE 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 II St. 1)Dead+Snow(balanced):Lumber Increase-1.15,Plate Increase=1.15 -p OREGON ��/ Uniform Loads(plf) Vert:1-3=-64,4-6=-20 <0 All Y 14 V\ 4Concentrated Loads(Ib) c O T Vert:9=-1(B)10=-22(B)11=-74(B) R R i Lk' RENEWAL DATE:12-31-2021 December 15,2020 , A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 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 ANSICIPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 Job Truss Truss Type Qty Ply K8723277 2577453 JA08 Jack-Open Girder 1 1 Job Reference(optional) Builders FirstSource(Beaverton,OR), Beaverton,OR-97005, 8.240 s Mar 9 2020 MiTek Industries,Inc. Tue Dec 15 13:07:13 2020 Page 1 - ID:Z8vH8NUTAWKlm3?g8pxtPwyBlw_-9M9rL4LoAxWyRHHf4jpsEb4_GFnHNXhFOgwrCdy8iuS -1-0-0 1-10-15 1-0-0 1-10-15 Scale=1:15.7 4 3 10.00 12 /000 I I i r7 o 1 9 10 5 LUS24 LUS24 3-0-0 I 6-0-0 3-0-0 3-0-0 Plate Offsets(X,Y)-- [2:0-6-0,0-0-11) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.15 Vert(LL) -0.03 5-8 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.65 Vert(CT) -0.10 5-8 >733 180 TCDL 7.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 3 n/a n/a BCLL 0.0 Code IBC2018/TP12014 Matrix-MP Wei 9 BCDL 10.0 ht:17 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. (size) 2=0-5-8,5=Mechanical,3=Mechanical Max Horz 2=72(LC 8) Max Uplift 2=-14(LC 8),3=-42(LC 8) Max Gray 2=174(LC 1),5=92(LC 3),3=138(LC 32) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-16;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.ll;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 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Fully Exp.;Ce=0.9;Cs=1.00;Ct=1.10 3)This truss has been designed for greater of min roof live load of 14.0 psf or 1.00 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. ,ii\tttv PROp? 8) Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,3. ICJ `NCaINF.• s/0 10)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI �c v 19 -v9 1. 11) 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 9200P 2-0-12 from the left end to 4-0-12 to connect truss(es)to front face of bottom chord. 12) Fill all nail holes where hanger is in contact with lumber. 13) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). • LOAD CASE(S) Standard 7 A_OREGON �<t/� 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 fib 4, O� Uniform Loads(plf) Q Y 14 2 Pbi �' Vert:1-4=-64,5-6=-20 if Concentrated Loads(Ib) RR10, Vert:9=-46(F)10=-22(F) RENEWAL DATE:12-31-2021 December 15,2020 1 I mum ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTekiS connectors.This design is based only upon parameters shown,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 ANSUrPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 Job Truss Truss Type Qty Ply K8723278 I2577453 JA09 Jack-Open 1 1 Job Reference(optional) Builders FirstSource(Beaverton,OR), Beaverton,OR-97005, 8.240 s Mar 9 2020 MiTek Industries,Inc. Tue Dec 15 13:07:15 2020 Page 1 _ ID:Z8vH8NUTAWKlm3?g8pxtPwyBlw_-6kGbmlM2iYmfgaR2C8rKJ09K42W4rQBYr_PyHVy8iuQ -1-0-0 3-10-15 1-0-0 3-10-15 Scale:1/2"=1' 3 10.00 12 2 i I I� c+r 1 o =, 4 3x4= 6-0-0 6-0-0 Plate Offsets(X,Y)-- [2:0-4-8,0-0-15] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.13 Vert(LL) -0.03 4-7 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.50 Vert(CT) -0.10 4-7 >696 180 TCDL 7.0 Rep Stress lncr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCLL 0.0 ' Code IBC2018/TP12014 Matrix-MP Weight:23 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. (size) 3=Mechanical,2=0-5-8,4=Mechanical Max Horz 2=123(LC 10) Max Uplift 3=-69(LC 10) Max Gray 3=137(LC 18),2=249(LC 1),4=91(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-16;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(2E)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 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Fully Exp.;Ce=0.9;Cs=1.00;Ct=1.10 3)This truss has been designed for greater of min roof live load of 14.0 psf or 1.00 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. 4� np 7)Refer to girder(s)for truss to truss connections. ` �, 1"R O pc 8) Refer to girder(s)for truss to truss connections. '` S 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3. �5 `NGI NE '0 10)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI ,_ [9 1. 89200PE v • 4fOREGON i0 41'14 20\ P# M�RRti.�-� RENEWAL DATE:12-31-2021 December 15,2020 • MOM A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 Job Truss Truss Type Qty Ply K8723279 2577453 JA10 Jack-Open 1 1 Job Reference(optional) Builders FirstSource(Beaverton,OR), Beaverton,OR-97005, 8.240 s Mar 9 2020 MiTek Industries,Inc. Tue Dec 15 13:07:16 2020 Page 1 I D:Z8vH8NUTAW KIm3?g8pxtPwyBlw_-axgzz5NgTsu W Ik0EmrMZsEiU9SggatRh4e9Vpyy8iu P -1-0-0 5-10-15 1-0-0 5-10-15 Scale:3/8"=1' 3 10.00 112 2 S rn cl , Id, 4 3x4= 6-0-0 6-0-0 Plate Offsets(X,Y)-- [2:0-2-0,0-1-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.24 Vert(LL) -0.04 4-7 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.53 Vert(CT) -0.12 4-7 >606 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.01 2 n/a n/a BCLL 0.0 * Code IBC2018/TP12014 Matrix-AS Weight:28 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 3=Mechanical,2=0-5-8,4=Mechanical Max Horz 2=175(LC 10) Max Uplift 3=-116(LC 10) Max Gray 3=192(LC 18),2=316(LC 1),4=94(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-16;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(2E)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 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Fully Exp.;Ce=0.9;Cs=1.00;Ct=1.10 3)This truss has been designed for greater of min roof live load of 14.0 psf or 1.00 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. G`�G 7)Refer to girder(s)for truss to truss connections. '� O PROP? 8)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb) $:; !NGI NFL` /O 3=116. v 10)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 89200PE 11)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. • 4. 4/OREGONot 44 1� /6 41,14 P-{- MERRI1-- 0 RENEWAL DATE:12-31-2021 December 15,2020 t , WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 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 ANSITPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 Job Truss Truss Type Qty Ply K8723280 2577453 JA11 JACK-CLOSED GIRDER 1 1 Job Reference(optional) Builders FirstSource(Beaverton,OR), Beaverton,OR-97005, 8.240 s Mar 9 2020 MiTek Industries,Inc. Tue Dec 15 13:07:18 2020 Page 1 _- ID:Z8vH8NUTAW KI m3?g8pxtPwyBlw_-WJykOnPw?T8EX29dtG P 1 xfnp7GYD2gF_Yyecugy8iuN 3-0-0 6-0-0 7-1-13 3-0-0 3-0-0 1-1-13 Scale=1:39.3 4 w 2x4 � o 3 10.00 12 3x8/// r N.-• 2 ro m 1 n / 11 IIIMEil MI DM 11 7 12 6 5 4x6= LUS24 3x6 I I 4x8= LUS24 LUS24 3-0-0 6-0-0 7-1-13 3-0-0 3-0-0 1-1-13 Plate Offsets(X,Y)-- [1:0-6-0,0-1-14],[7:0-4-4,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.27 Vert(LL) -0.01 7 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.41 Vert(CT) -0.02 6-7 >999 180 TCDL 7.0 Rep Stress lncr NO WB 0.49 Horz(CT) 0.00 6 n/a n/a BCLL 0.0 * Code IBC2018/TPI2014 Matrix-MP Weight:47 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 except end verticals. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=0-5-8,4=Mechanical,6=Mechanical Max Horz 1=167(LC 5) Max Uplift 1=-36(LC 4),4=-20(LC 23),6=-160(LC 8) Max Gray 1=955(LC 1),4=30(LC 16),6=1114(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-815/65 BOT CHORD 1-7=-93/626,6-7=-93/626 WEBS 2-7=-41/878,2-6=-863/140 NOTES- 1)Wind:ASCE 7-16;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 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Fully Exp.;Ce=0.9;Cs=1.00;Ct=1.10 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide �� G will fit between the bottom chord and any other members. Q G) ROFCrs 5)A plate rating reduction of 20%has been applied for the green lumber members. IN 6)Refer to girder(s)for truss to truss connections. 5 !NAel NEk• s/02 7)Refer to girder(s)for truss to truss connections. V ,9 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,4 except(jt=lb) � 6=160. =9200P 9)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 411, 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 0-11-12 from the left end to 4-11-12 to connect truss(es)to back face of bottom chord. r- • 11) Fill all nail holes where hanger is in contact with lumber. Q 12) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 'f7G �OREGON �� LOAD CASE(S) Standard /Q 4 14 24 Q'{- 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 MF Uniform Loads(plf) RRIt„ Vert:1-3=-64,3-4=-64,5-8=-20 Concentrated Loads( )Vert: RENEWAL DATE:12-31-2021 Vert:7=-502(B)11=-503(B)12=-502(B) December 15,2020 I I rim A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 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?PI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 Job Truss Truss Type Qty Ply K8723281 2577453 SA01 Jack-Open 1 1 Job Reference(optional) Builders FirstSource(Beaverton,OR), Beaverton,OR-97005, 8.240 s Mar 9 2020 MiTek Industries,Inc. Tue Dec 15 13:07:20 2020 Page 1 I D:Z8vH8NUTAW Klm3?g8pxtPwyBlw_-Si4UpTQBW4Oym LJ??hRV04sCW3DrW hQH?G7jyjy8iuL -1-0-0 1-10-15 1-0-0 1-10-15 Scale=1:15.7 3 VERTICAL SUPPORT OF FREE END OF CHORD IS REQUIRED. 10.00 FIT 2 m Q o 4 3x4= 2-0-0 2-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.08 Vert(LL) 0.01 4-7 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.47 Vert(CT) -0.01 4-7 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCLL 0.0 Code IBC2018/TP12014 Matrix-MP Weight:12 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. (size) 2=0-5-8,4=Mechanical Max Horz 2=66(LC 10) Max Uplift 2=-12(LC 10),4=-25(LC 7) Max Gray 2=163(LC 1),4=63(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-16;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(2E)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 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Fully Exp.;Ce=0.9;Cs=1.00;Ct=1.10 3)This truss has been designed for greater of min roof live load of 14.0 psf or 1.00 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)2,4. Q PR OFF 9)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. �``Vp Cv � NGWEF9`Sj0�9 89200PE V 4 AO'ci5 z. 4/OREGON I* /O 414,2S P-}- MFRRI - � RENEWAL DATE:12-31-2021 December 15,2020 t _ I ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. �h Design valid for use only with MiTekiE connectors.This design is based only upon parameters shown,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,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 Job Truss Truss Type Qty Ply ''' K8723282 2577453 SA02 Jack-Open 1 1 Job Reference(optional) Builders FirstSource(Beaverton,OR), Beaverton,OR-97005, 8.240 s Mar 9 2020 MiTek Industries,Inc. Tue Dec 15 13:07:22 2020 Page 1 ID:Z8vH8NUTAWKlm3?gapxtPwyBlw_-P4BEE9SR2ieg0fTO66Tz5VyX3tzS_bwaSacgl by8iuJ -1-0-0 2-0-0 3-10-15 1-0-0 2-0-0 1-10-15 Scale=1:24.3 3 11 m 0 10.00 12 m 0 M 2 1 4 3x4= 2-0-0 2-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.08 Vert(LL) -0.00 7 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.20 Vert(CT) -0.00 4-7 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code IBC2018/TPI2014 Matrix-MP Weight:17 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. (size) 3=Mechanical,2=0-5-8,4=Mechanical Max Horz 2=123(LC 10) Max Uplift 3=-74(LC 10),4=-12(LC 10) Max Gray 3=109(LC 18),2=206(LC 1),4=41(LC 18) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-16;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(2E)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 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Fully Exp.;Ce=0.9;Cs=1.00;Ct=1.10 3)This truss has been designed for greater of min roof live load of 14.0 psf or 1.00 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. Q P D r 8)Refer to girder(s)for truss to truss connections. CC`GD ►IOFC 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,4. �` ` Ss 10)j This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI � NGIN4- /O 89200PE •4P •Or G 4,OREGON k 41/ <O g1,141V i." 1RRII-k- RENEWAL DATE:12-31-2021 December 15,2020 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. tut Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 Job Truss Truss Type Qty Ply K8723283 2577453 SA03 Jack-Open 2 1 Job Reference(optional) Builders FirstSource(Beaverton,OR), Beaverton,OR-97005, 8.240 s Mar 9 2020 MiTek Industries,Inc. Tue Dec 15 13:07:23 2020 Page 1 --- ID:Z8vH8NUTAWKlm3?g8pxtPwyBlw=tHIdRUS3p?mXdp2agp?CeiUjYHL912AjhELNZ2y8iul -1-0-0 1-10-15 1-0-0 1-10-15 Scale=1:15.7 3 10.00 12 2 , 6 m 1 Cr, 1 4 3x4= 2-0-0 2-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.03 Vert(LL) -0.00 7 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.04 Vert(CT) -0.00 7 >999 180 TCDL 7.0 Rep Stress Ina YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCLL 0.0 ` Code IBC2018/TPI2014 Matrix-MP Weight:12 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. (size) 3=Mechanical,2=0-5-8,4=Mechanical Max Horz 2=72(LC 10) Max Uplift 3=-33(LC 10),2=-11(LC 10) Max Gray 3=52(LC 18),2=161(LC 1),4=29(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-16;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(2E)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 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Fully Exp.;Ce=0.9;Cs=1.00;Ct=1.10 3)This truss has been designed for greater of min roof live load of 14.0 psf or 1.00 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. GQGD PR O�r 8) Refer to girder(s)for truss to truss connections. ```` CS 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,2. 10)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI �Co . NGINEFR`r/0 ,. 92 0P IP OREGON ��� /4MY14,20tP`4- RR10- RENEWAL DATE:12-31-2021 December 15,2020 4 t MIME A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. fat 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 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/TPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 Job Truss Truss Type Oty Ply K8723284 2577453 SA04 Jack-Open 2 1 Job Reference(optional) Builders FirstSource(Beaverton,OR), Beaverton,OR-97005, 8.240 s Mar 9 2020 MiTek Industries,Inc. Tue Dec 15 13:07:24 2020 Page 1 I D:Z8vH8NUTAW KI m3?g8pxtPwyBlw_-LTJ?fgThaJvOFzdm EXW RBw1 tZgewSVPtwu5x5Uy8iuH -1-0-0 2-0-0 3-10-15 1-0-0 2-0-0 1-10-15 Scale=1:24.3 3 '' ao 0 10.00 12 m d N t`) M 2 i 1 -, 4 3x4= 2-0-0 2-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.08 Vert(LL) -0.00 7 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.20 Vert(CT) -0.00 4-7 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-MP Weight:17 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. (size) 3=Mechanical,2=0-5-8,4=Mechanical Max Horz 2=123(LC 10) Max Uplift 3=-74(LC 10),4=-12(LC 10) Max Gray 3=109(LC 18),2=206(LC 1),4=41(LC 18) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-16;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(2E)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 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Fully Exp.;Ce=0.9;Cs=1.00;Ct=1.10 3)This truss has been designed for greater of min roof live load of 14.0 psf or 1.00 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)Refer to girder(s)for truss to truss connections. QQC PR c 9) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,4. 0F4trs 10)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI ICJ 01NEF /QA 1. w� 89200PE v - /P • - OREGON l(1Z" �O y14 20 P-}- �FRR10- RENEWAL DATE:12-31-2021 December 15,2020 mon mi WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 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 LR a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek6 is always required for stability and to prevent collapse 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,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 Job Truss Truss Type Qty Ply K8723285 2577453 SA05 Jack-Open 2 1 Job Reference(optional) Builders FirstSource(Beaverton,OR), Beaverton,OR-97005, 8.240 s Mar 9 2020 MiTek Industries,Inc. Tue Dec 15 13:07:25 2020 Page 1 1 D:Z8vH8NUTAW KIm3?g8pxtPwyBlw_-pftNsAUJLd1 Ft7Czn E 1 gj7a0N4urByf09YgUdwy8iuG -1-0-0 2-0-0 5-10-15 1-0-0 2-0-0 3-10-15 Scale=1:33.0 3 11 0 10.00 12 N N O 2 -� 0 1 6 SeS 4 3x4= 2-0-0 2-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.20 Vert(LL) -0.01 4-7 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.60 Vert(CT) -0.01 4-7 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCLL 0.0 * Code IBC2018/TP12014 Matrix-MP Weight:23 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. (size) 3=Mechanical,2=0-5-8,4=Mechanical Max Horz 2=175(LC 10) Max Uplift 3=-111(LC 10),4=-51(LC 10) Max Gray 3=163(LC 18),2=229(LC 1),4=96(LC 18) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-16;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(2E)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 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat B;Fully Exp.;Ce=0.9;Cs=1.00;Ct=1.10 3)This truss has been designed for greater of min roof live load of 14.0 psf or 1.00 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. c 8)Refer to girder(s)for truss to truss connections. D PR o p 9) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4 except(jt=Ib) S`r 3=111. \5� NGIN4-. /0A_ 10)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI9 ,. 89200PE . �OREGON tx , <0 qy14 2° P+ �ERRti.L� RENEWAL DATE:12-31-2021 December 15,2020 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. tut Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek° is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPII Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 1 3/4' Center plate on joint unless x,y I 6-4-8 I dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property offsets are indicated. (Drawings not to scale) Damage or Personal Injury r_—= Dimensions are in ft in sixteenths. 1. Additional stability bracing for truss system,e.g. �� Apply plates to both sides of truss 1 2 3 diagonal or X-bracing,is always required. See BCSI. and fully embed teeth. TOP CHORDS 2. Truss bracing must be designed by an engineer.For U1 „ wide truss spacing,individual lateral braces themselves '/16 may require bracing,or alternative Tor I 4 bracing should be considered. 0 .. O 3. Never exceed the design loading shown and never 1111111Alir U 0 stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building ® a0 designer,erection supervisor,property owner and For 4 x 2 orientation,locate c7-8 c6-7 c5-6 I— all other interested parties. plates 0- 1/16 from outside BOTTOM CHORDS 5. Cut members to bear tightly against each other. edge of truss. 8 7 6 5 6. Place plates on each face of truss at each joint and embed fully.Knots and wane at joint This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE locations are regulated by ANSI/TPI 1. required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 7. Design assumes trusses will be suitably protected from connector plates. THE LEFT. the environment in accord with ANSI/TPI 1. Plate location details available in MiTek 20/20 CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 8. Unless otherwise noted,moisture content of lumber NUMBERS/LETTERS. shall not exceed 19%at time of fabrication. software or upon request. 9. Unless expressly noted,this design is not applicable for PRODUCT CODE APPROVALS use with fire retardant,preservative treated,or green lumber. PLATE SIZE ICC-ES Reports: 10.Camber is a non-structural consideration and is the The first dimension is the plate responsibility of truss fabricator.General practice is to 4 x 4 width measured perpendicular ESR-1311,ESR-1352,ESR1988 camber for dead load deflection. to slots.Second dimension is ER-3907, ESR-2362,ESR-1397,ESR-3282 11.Plate type,size,orientation and location dimensions the length parallel to slots. 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 specified. �i Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the 13.Top chords must be sheathed or purlins provided at by text in the bracing section of the truss unless otherwise shown. spacing indicated on design. output. Use T or I bracing 14.Bottom chords require lateral bracing at 10 ft.spacing, if indicated. Lumber design values are in accordance with ANSI/TPI 1 or less,if no ceiling is installed,unless otherwise noted. section 6.3 These truss designs rely on lumber values BEARING established by others. 15.Connections not shown are the responsibility of others. Indicates location where bearings approval of an engineer. (supports)occur. Icons vary but ©2012 MiTek®All Rights Reserved 16.Do not cut or alter truss member or plate without prior hME reaction section indicates joint 17.Install and load vertically unless indicated otherwise. number where bearings occur. 18.Use of green or treated lumber may pose unacceptable Min size shown is for crushing only. environmental,health or performance risks.Consult with �_ project engineer before use. 1 Industry Standards: hil 19.Review all portions of this design(front,back,words ANSI/TPI1: National Design Specification for Metal and pictures)before use.Reviewing pictures alone is not sufficient. Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. 20.Design assumes manufacture in accordance with BCSI: BuildingComponent SafetyInformation, ANSI/TPI 1 QualityCriteria. p MiTek Guide to Good Practice for Handling, 21.The design does not take into account any dynamic Installing&Bracing of Metal Plate or other loads other than those expressly stated. AConnected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev.5/19/2020