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Specifications (17) o_ -111110 - 3 RECEIVED —�- 1 ,, � ��-�—. DEC �9 � �� OFFICE coif �J_.. M iTe kt .3 A 2 CITY C�" lG RCj t11LDI�iG DIVISIJ�! +4rtr:r��.�nNl C� 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. •S�EO PROFFss /S7" 2OOP '\ V' NEF 89E 7/ ,OREGONOt O )'14 20 P+ MFRR ILA- 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 ANSIITPI 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:Z8vH8NUTAWKlm3?g8pxtPwyBlw=hdXc?6wgPA6vku6xXshfJD7058r6gej5LlocVU9y8iv? -1-0-0 5-5-9 5-10- 5 10-0-0 14-1-1 1 -6 7 20-0-0 21-0-0 1-0-0 5-5-9 l-5-6 4-1-1 4-1-1 0-5-� 5-5-9 1-0-0 Sx6\\ 7 Scale=1:39.2 4 2x4 I I 5x8// 3 I� 5 El 10.00 12 N 4 d 2 LI ° I m nn nn 11 11 8 9 Io 13 12 11 22 23 70 24 25 3x4= 2x4 3x8= 4x6 2x4 I I LUS24 LUS24 3x4= MUS26 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 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 0.09 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 BCLL 0.0 Rep Stress Ina 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 "CC O PROPCu grip DOL=1.60 `` 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 �C3 `NGI NEF /0 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 � V '7 ?i9 non-concurrent with other live loads. 92 OP 6)Provide adequate drainage to prevent water ponding. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide0 • .• 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. Q It 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) -9L �OREGON ��(/ 8=159,2=144. t 11)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI /O -9 y 14,ZQ\ P-'y- 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. MR R ILA- 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 ddrItakaildsraibboiE2 where hanger is in contact with lumber. t / A 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 MiTeke connectors.This design is based only upon parameters shown,and is for an individual building component,not e a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing 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 ANSIJTPl1 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 K8723255 2577453 A01 California Girder 1 n L 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:Z8vH8NUTAW Klm3?g8pxtPwyBlw_-hdXc?6wgPA6vku6xXshfJD7058r6gej5LkxVU9y8iv? 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) t 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 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 Duality 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 - I D:Z8vH8NUTAW KI m3?g8pxtPwyBlw_-d?fMQnx5xoMdzCFJfHj7OeCK2xba8Zboo1 QcY1 y8iuz -1-0-0 7-5-9 7-II10- 5 12-1-1 12-6-7 20-0-0 I21-0-0I 1-0-0 7-5-9 0-5-e 4-2-2 6-5-6 7-5-9 1-0-0 \ 6 Scale=1:41.3 6x8\ 4 5x6\- 3 5 iii *l" 10.00 12 18 21 N n th 17 22 2 7 r ej r -, 8 r` ►/ 23 10 9 24 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] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.25 Vert(LL) -0.07 10-13 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.33 Vert CT -0.18 10-13 >999 180 BCDLLTC L 0.0 7.0 Rep Stress Incr YES WB 0.19 Horz(CT) 0.02 7 n/a n/a BCDL 10.0 Code IBC2018/TP12014 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=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 3-8-0,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 �Ga�p PROF`SS non-concurrent with other live loads. ```` 4) Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. %NGINEF �o 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ?/ will fit between the bottom chord and any other members,with BCDL=10.0psf. �� 7)A plate rating reduction of 20%has been applied for the green lumber members. 89200PE• 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b) 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 Q Sr sheetrock be applied directly to the bottom chord. 7 OREGON 14/ 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. L- 2! 1t` "• 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 4 Y 14 2� Q.e 8-0-0 on top chord. The design/selection of such connection device(s)is the responsibility of others. 0 MRRIO- LOAD CASE(S) Standard 1) Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 RENEWAL DATE:12-31-2021 December 15,2020 Continued on owe 2 t 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. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,note a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,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 I D:Z8vH8NUTAW KI m3?g8pxtPwyBlw_-d?fMQnx5xoMdzCFJfHj7OeCK2xba8ZbOo1 QcY1 y8iuz 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. 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 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 ID:Z8vH8NUTAW Kl m3?g8pxtPwyBIw_-ZOn7rTzLTPcLDW PimilbU31hbl FtcSDhG Lvicwy8iux F1-0-0 5-0-0 I 10-0-0 I 15-0-0 20-0-0 -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 10.00 112 15 16 2x4 2x4 3 5 L 4411111111111116.. 6Tn 1 -0 4x6= 3x8= 4x6= 10-0-0 20-0-0 10-0-0 10-0-0 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 0.18 Vert(LL) -0.10 8-11 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.47 Vert(CT) -0.31 8-11 >764 180 TCDL 7.0 Rep Stress Incr YES WB 0.24 Horz(CT) 0.02 6 n/a n/a BCLL 0.0 Code IBC2018/TP12014 Matrix-AS Weight:118 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 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. vs PR Ore 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 '9 (9 fit between the bottom chord and any other members. �Cj *AGI NFFj9 6)A plate rating reduction of 20%has been applied for the green lumber members. v ?i 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,6. ne.441 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. • 4. 4,OREGON rt- tlk 'O 4 14 20 P-i- MFRRII.k- r) RENEWAL DATE: 12-31-2021 December 15,2020 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 a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI?PII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,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 Klm3?g8pxtPwyBlw_-_zSFTV?EmK_w4z8HRgJl5hwBzyF9pp67yJ8M DFy8iuu 12-6-7 1-0 0 3-7-0 7-5-9 7-I10-15 10-0-0 12-1-1 12rr4-II1II1 16-5-0 20-0-0 21-0-0 i 1-0-0I 3-7-0 3-10-8 0-5-6 2-1-1 2-1-1 0-3-1l 3-10-8 3-7-0 1-0-0 0-1-13 7 Scale=1:43.4 5x6 2 5 5x8// 4 itteib, 4, 10.00 12 2x4 O 2x4- 3 8 a n 2 — 9 rn ,...1 .M 1 1 I I I I `''= I I 1 I I I —III 1 I I I 10Io 21 22 23 12 24 25 26 11 27 28 29 I. 5x10=LUS24 LUS24 LUS24 3x8— LUS24 3x4— LUS24 LUS24 LUS24 5x6= LUS24 LUS24 3-7-0 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] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 (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 Incr 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. �tGD PROPe 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. s ' s �` C 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 � `NGI N4- /0 will fit between the bottom chord and any other members. (1v 9 7)A plate rating reduction of 20%has been applied for the green lumber members. ct 9r" 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 2-0-12 from the left end to 17-11-4 to connect truss(es)to back face of bottom chord. 4 Q, 12) Fill all nail holes where hanger is in contact with lumber. -y OREGON �(/ 13) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). G tk A, LOAD CASE(S) Standard ,Q _q� 4+24 �Q�T1 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 /1`RR iLk' 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 oaoe 2 t 1 ,.. 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 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 ANSITP11 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:Z8vH8NUTAWKIm3?g6pxtPwyBlw_-_zS FTV?EmK_w4z8HRgJ I5hwBzyF9pp67yJ8MDFy8iuu 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) 4 I ....- WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. I� Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see 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 IJob 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?g8pxtPwyBlw_-wMaouB1 UIxEeJHIfZFLmB6?ZBm1xHhYQPddTl7y8ius -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 11 10.00 12 1111 25 016 26 • 11 4x8 4111 sxs- 4g11461 !I4x8 // o 2 . r� .,. ,7,., 4 � Tr- r. a ►/ 6.00 12 ' 5 to M MI 3x4 i 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 (psf25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl 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 qtD PR°Pe 2)Truss designed Gable End De Details aslnd loads in applicable,the or olane of the nsult qualifiedss only. For studs exposed to wind building designer as per ANSI/TPI 1(normal to the face),see Standard Industry '`�`vaG,I NEL 4-9/At 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 V`- •' 4)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. f 5,..-"e"-------.* 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. 7 �OREGON �<(/ 9)A plate rating reduction of 20%has been applied for the green lumber members. 04 10) Bearing at joint(s)2,4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify <O 4 Y i 4 ZQ� 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. Il'i`R R I Lk 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 RENEWAL DATE:12-31-2021 sheetrock be applied directly to the bottom chord. December 15,2020 t / r.... 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/TM 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 - ID:Z8vH8N UTAW KIm3?g8pxtPwyBlw_-0Y805 W 163FMVxRts7zs?jKYIocANA08oaeHM 1 gay8iur -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 12 13AFL 14 • 4x8 \\ Sx6= 4x8 // .4 .. N ' 4 n 2 �O ♦` 5 N. ni a ►/ 6.00 112 ►►/ 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 Lid 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 ��RGD PR04' ,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�NFF SS �O 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. v 19 ?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� 9l 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. 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 L.sheetrock be applied directly to the bottom chord. /Q 4 y 1ks 4,rZQ �P3" ' RRR..- 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. -- 1 Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not • a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPl1 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 803 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:Z8vH8NUTAWKlm3?g8pxtPwyBlw_-LwG8WC3MbscCAkOEEOvToId2Kz3YU2Dt5br7uSy8iup -1-0-0 6-3-0 12-6-0 1-0-0 6-3-0 6-3-0 5x6= Scale=1:38.2 3 ram, 10.00 12 12 `E 13 • 4x8 \\ 5 x6= cv 44x8 // b 2 •* 4 N T r: 61 ► 6.00 112 `' M 3x4 i 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 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 lncr YES WB 0.37 Horz(CT) 0.06 4 n/a n/a BCDL 10.0 * Code IBC2018/TPI2014 Matrix-AS Weight:65 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 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=l2omph(3-second gust)Vasd=95mph;TCDL=4.2paf;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 (R,Ep PROFS. 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 �•`` NG�NEFsc l non-concurrent with other live loads. ``� 2 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with anyother live loads. v 19 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 �. 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)Refer to girder(s)for truss to truss connections. 41IP 8)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 111 9) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,4. -9L 41. ,,,A_ Di � OREGON �/ 10)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI y O\ 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 /O 14 Z �P sheetrock be applied directly to the bottom chord. MFRR11A- RENEWALDATE:12-31-2021 December 15,2020 rr_ 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 budding design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Niek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP11 Quality Criteria,DSB-89 and BCSI Building Component 250 Krug 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 2577453 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:Z8vH8NUTAW KI m3?g8pxtPwyBlw_-p7gwjY4_LAk3oubQo5QiLyAE?NQTDZ1 oKFbhRuy8iuo -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 FIT 3 _.....miiiiiiiiiiii il 2 1 Ill al II II ww............w..-..�-w�....w....._....w..ww�....ws-..�..........�....w�.aww.w..w......-.-C►i 7 6 3x4= 2x4 I I 2x4 I I I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.07 Vert(LL) -0.00 1 n/r 90 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.06 Vert(CT) 0.00 1 n/r 120 TCDL 7.0 Rep Stress Incr YES WB 0.08 Horz(CT) -0.00 5 n/a n/a BCLL 0.0 * BCDL 10.0 Code IBC2018/TP12014 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. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)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 GQtp PROI . , non-concurrent with other live loads. �```` Cu 6)Gable requires continuous bottom chord bearing. Gj !tAGINFF /�2 7)Gable studs spaced at 1-4-0 oc. v g 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. -v 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. 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 o ' -yG OREGON k &4/ /O Y 14i24�v.. ifiRRILA- RENEWAL DATE:12-31-2021 December 15,2020 I / MINN 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 ANSIITPI1 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 K8723263 2577453 CO2 Monopitch 9 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 CIpvWSAQNFZsB5OhUkJoZ4oVny8ium -1-0-0 4-9-0 1-0-0 4-9-0 Scale=1:13.2 3 4 2x4 I 4.00 12 2 ■1 , 0 .10.1d111111111111111111111 6 3x4= 2x4 I I 5 4-9-0 4-9-0 Plate Offsets(X,Y)-- [2:0-1-7,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.18 Vert(LL) -0.01 6-9 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.09 Vert(CT) -0.03 6-9 >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/TPI2014 Matrix-AS Weight:22 lb FT=20% BCDL 10.0 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. t �p PROF. 7)A plate rating reduction of 20%has been applied for the green lumber members. .c � S'N s/ 8) Refer to girder(s)for truss to truss connections. CJ !_`G E n �1" 9) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6,2. `~ � O'7 v 10)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 9l 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. •OREGON -1 4 20\ 0- MRRII.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. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP11 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,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 ClpvWSAQNFYbB1 nhUkJoZ4oVny8ium -1-0-0 5-1-0 1-0-0 5-1-0 Scale=1:23.4 4 3 • 8.00 12 PPJ • 411 2 4 w •w 1 5 3x4= 5-1-0 I 5-1-0 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 0.19 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 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCLL 0.0 Code IBC2018/TP12014 Matrix-AS Weight:33 lb FT=20% BCDL 10.0 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. (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)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. <A O PRQPe 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `, u 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 �CJ� !NGI NE�:,n WA. will fit between the bottom chord and any other members. v 7 �/ 9)A plate rating reduction of 20%has been applied for the green lumber members. Q� l 10) Refer to girder(s)for truss to truss connections. 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. 4/OREGON tx /O q Y 14 '4 P-�- MFRRII.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. 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 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 ID:Z8vH8NUTAWKIm3?g8pxtPwyBlw=hu31Zw7VPPFVGVvC1xUeVoKu5_jF9OEcFtZuagy8iuk -1-0-0 5-1-0 1-0-0 5-1-0 Scale:1/2"=1' 2x4 II 4 3 6.00 112 2 ■ 1 6 5 3x4= 2x4 I I 5-1-0 5-1-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defi L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.19 Vert(LL) -0.01 6-9 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.32 Vert(CT) -0.05 6-9 >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-AS BCDL 10.0 Wei ght: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. QED PROFS 8) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6,2. •`� G s� 9)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. \J `NGINE& /O V 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 'T ?i sheetrock be applied directly to the bottom chord. yl 89200PE • OREGON <O Ali y14 P �Q'�' FRRIVA- 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 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 K8723266 2577453 HRA01 Corner Rafter 1 1 Job Reference(optional) v 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:Z8vH8NUTAWKlm3?g8pxtPwyBlw_-94dPnG87AiNMufUObe0t20tx6O8VuqulUXJS66y8iuj -1-5-0 i 11-2-4 11-,a[10 14-0-3 1-5-0 11-2-4 0- -6 2-7-9 Special Scale=1:44.6 5 ri 1. 5x6 Spe-cial A o Special 4x6- 4 Special O3 4x6"- �� Special 8 0 Special 4x6 i — 8x12 i 0... Y 4x6-- 3 7. * m 7.07 i Special 4x6 i Special , 6 4x6 i 0 2 r; 01 PM 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] 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 0.75 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 Incr NO WB 0.00 Horz(CT) -0.04 4 n/a n/a BCDL 10.0 Code IBC2018/TPI2014 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 ��QV PR pFrA capacity of bearing surface. `I% CV 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4. Cj N(jrI NEF On 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5 except(jt=lb) �C V 9 -* 2=170,4=453. 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)4. 89200PE 11)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 01, 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 <(/� 13-11-7 on top chord. The design/selection of such connection device(s)is the responsibility of others. 1- 13) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). /Q A4 y 14,2.0 iy. LOAD CASE(S) Standard MRR��� 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 bade 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 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 ANSIJTPII 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 r 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 Kl m3?g8pxtPwyBlw_-94dPnG87AiN MufUObe0t20tx608VugUlUXJS66y8iuj 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) 4 4 ....... WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. a 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 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 [10 14-0-3 1-5-0 11-2-4 0-2-6 2-7-9 5 Scale=1:42.9 Special If Io sx6 Special 4x6 4 Special ,tgt 4x6 ''1 Special 8 Special 4x6 8x12 4x6 i 3 7. 7.07 12 Special 4x6 i Special 6 4x6 2 r• NASI 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 (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.86 Vert(LL) 0.32 2-4 >406 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.00 Vert(CT) -0.56 2-4 >237 180 TCDL 7.0 Rep Stress Incr NO WB 0.00 Horz(CT) -0.05 4 n/a n/a BCLL 0.0 Code IBC2018/TP12014 Matrix-MS Weight:57 lb FT=20% BCDL 10.0 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 PROP capacity of bearing surface. 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4. �J !NGI NE,t- 'o 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 '7 .v 2=168,4=448. 9l 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 .- • r 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 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 y OREGON 'c design/selection of such connection device(s)is the responsibility of others. 4i bt 13) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). /Q Y 14 20� + M V LOAD CASE(S) Standard �RRi1.L 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 -;nntinued on nane 2 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. but Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek° is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPIt Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate4nstitute,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:Z8vH8NUTAWKlm3?g8pxtPwyBlw_-dH Bo_b81x0VDW p3a8MX6bDP4EoTkdHkuiB2?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 r ®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 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:Z8vH8NUTAW Kl m3?g8pxtPwyBlw_-afJYPHAOTdIx17CzGnZageVa3b9C5BDBAVX6j Ry8iug 5-6-6 5-6-6 Scale=1:18.3 3 0 a ' n 0 It 7.07 12 2 0 0 1 2-8-11 2-?-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 L/d 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!nor YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCLL 0.0 Code IBC2018/TP12014 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. 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 _t.D PROFFt�sheetrock be applied directly to the bottom chord. tiNGINEF9 s/`#* 89200PE•• • 4i0REGON ��� /O 4y14,2- oe Q-}- 'yFRR1Ir- v RENEWAL DATE:12-31-2021 December 15,2020 4 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/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 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:Z8vH8NUTAWKIm3?g8pxtPwyBlw=2sswcdBeExtoNHn9gU4pCs1jO?VRgeTLP9HfFty8iuf -1-5-0 8-4-5 i 11-4-10 14-0-3 1-5-0 8-4-5 3-0-5 2-7-9 6 Scale:1/4"=1' it Ioa Special 5 Special 9 4x4 i 8 Special 4 Special 4x4 i 8x8 i1 4x4�i 8 7.07 PIZ 3 4x4�i Special ,� 4x4 i 7 I 2 n 1 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 Lid 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[nor NO WB 0.00 Horz(CT) CT) -0.02 6 n/a n/a BCDL 10.0 * Code IBC2018/TP12014 Matrix-MS Weight:53 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. 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 20.0psf 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. aa 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 pFFss capacity of bearing surface. 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)5. Gj NGI NE, /0 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,6,5 except LS? 17 (jt=lb)4=312. ?I li 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)4,5. 89200PE l 11)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. . T 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 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 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. 7OREGON �C/� 13) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). Z. apt A. LOAD CASE(S) Standard ,Q qcY y 4 20 �Q`� 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 /11`R R I - Uniform Loads(pIf) Vert:1-6=-64 RENEWAL DATE:12-31-2021 December 15,2020 Continued on pane 2 I 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 MiTekI5 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 ANSIITPl1 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 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 KI m3?g8pxtPwyBlw_-2sswcdBeExtoNHn9gU4pCs 1 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) � 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,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 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 ANSUiPII 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 K8723270 I2577453 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 JCumY7VcaxYxv6H IH75zp6M IYzesSmmJmy8i ud -1-0-0 1-10-15 1-0-0 1-10-15 Scale=1:17.3 3 10.00 112 I 2 r 11 11 11 rn c? ti� o 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) I/defl L/d 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 * Code IBC2018/TP12014 Matrix-MP Weight:20 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 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=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. p 7)Refer to girder(s)for truss to truss connections. G�_o PRO/ . S 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)3,2,4. „CJ !NG�NF�n 'O 10)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI �/� v "7 ' 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. AP/e 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. 13) Fill all nail holes where hanger is in contact with lumber. ti 14) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). OREGON A. a. LOAD CASE(S) Standard y 2 N li- 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 /O A.c i 4' Q Y Uniform Loads(plf) '�'/`RR11 Vert:1-3=-64,4-5-20 Concentrated Loads(Ib) Vert:8=-1(F)9=-22(F)10=-74(F) RENEWAL DATE:12-31-2021 December 15,2020 4 I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. NE' Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPI1 Quality Criteria,DSB-89 and BCSI Building Component 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 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 Klm3?g8pxtPwyBlw_-wd6RS?E81ANDsu5w3K91NICRKcoTmSTwJmFtOey8iub -1-0-0 3-10-15 1-0-0 3-10-15 Scale:1/2"=1' 3 11 10.00 12 2 i m 1 Io 4 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) Udefl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.23 Vert(LL) -0.08 4-7 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.31 Vert(CT) -0.26 4-7 >372 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.01 3 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. (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. (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.11;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. 0121 PR Op 8)Refer to girder(s)for truss to truss connections. 5(, S 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3. \J� !NGt NEE s'0 10)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSUTPI 1. ' 9 89200PE• • • A_OREGON /O -9 y 14 20 P-}- 11/ RR10- RENEWAL DATE:12-31-2021 December 15,2020 111111111111 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 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 K8723272 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 I D:Z8vH8NUTAW KIm3?g8pxtPwyBlw_-OpgpfLFm2TV4T2g7c1 g_wIbU08hVvi4YQ_Qw4y8iva -1-0-0 5-10-15 1-0-0 5-10-15 Scale:3/8"=1' 3 11 10.00 12 2 1 I0 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/deft 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=6.0psf;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. GQ5Q PR OFFS 8) Refer to girder(s)for truss to truss connections. ``` 9) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=Ib) \% !NG►NEFn s/0� 3=111. 9 10)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 89200PE l 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. . .ter.. 4iOREGON 'O 11Y14, P4 M20RR10- RENEWAL DATE:12-31-2021 December 15,2020 1 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 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 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:Z8vH8NUTAWKlm3?g8pxtPwyBlw=t?EBtgFPpndx5CFJAIBDS7HjmQTbEMyDn4k_TXy8iuZ -1-0-0 7-10-15 1-0-0 7-10-15 Scale=1:40.0 3 1] 10 10.00 12 9 8 2 c 1 4 3x6= 8-0-0 8-0-0 Plate Offsets(X,Y)-- [2:0-6-4,0-1-6] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.42 Vert(LL) -0.09 4-7 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.34 Vert(CT) -0.32 4-7 >302 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.02 2 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix-AS Weight:37 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=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. 6)A plate rating reduction of 20%has been applied for the green lumber members. ncQ PR OFF 7) Refer to girder(s)for truss to truss connections. •��(,`` � S(r � ) 8) Refer to girder(s)for truss to truss connections. Gj G NE, n A" 9) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=Ib) 3=130. 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. 4fOREGON ��Q <0 1y14 2��,ix4 � RR1LA- RENEWAL DATE:12-31-2021 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. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall A building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/1"PD 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 r2577453 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:Z8vH8NUTAW KIm3?g8pxtPwyBlw_-LCna40G 1 a5lojMpVkSiS?Kqu DgpozpCNOkTX?zy8iuY 1-0-0 8-0-0 9-10-3 1-0-0 8-0-0 1-10-3 4 Scale=1:48.6 r` t 0 3 j 10.00 12 11 10 a ao pph CO 9 2 I 1 MI MI 3x6= 8-0-0 8-0-0 Plate Offsets(X,Y)-- [2:0-6-4,0-1-7] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl 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/TPI2014 Matrix-AS Weight:42 lb FT=20% BCDL 10.0 g 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. (lb)- 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 c c will fit between the bottom chord and any other members. '� RED PR Op` s 6)A plate rating reduction of 20%has been applied for the green lumber members. �(, 1s 7) Refer to girder(s)for truss to truss connections. Cj `NGI I NE.e• V^ 8) Refer to girder(s)for truss to truss connections. V' v '7 �/ 9) Provide mechanical connection(by others)of truss to bearing plate at joint(s)3. �� 9l 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 -- I I...110.41-.• 1. 1111 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 7 OREGON 4t. sheetrock be applied directly to the bottom chord. I- t* <O q '1412.... Q'�- 'yFRRIO- e RENEWAL DATE:12-31-2021 December 15,2020 I 001102101 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 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 LJob 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:Z8vH8N UTA W K l m3?g8pxtPwyBlw_-HavKV i t H6i 0 Wyfzu rtkw4lvJ5dZ DRjigT2ye3sy8i u W -1-0-0 3-10-15 1-0-0 3-10-15 Scale:1/2"=1' 3 1I 10.00 12 2 1 IM 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 Lid 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 ert( ) BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code IBC2018/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. All bearings 0-5-8 except(t=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. 8)Refer to girder(s)for truss to truss connections. ‘'‘to PROPe 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3. ' ' Sd' 10)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI J NG NE& /O 1 v ,7 29 89200PE• • • , 4�OREGON �4./ O Y 14 2° Q" " MFRRIO- RENEWAL DATE:12-31-2021 December 15,2020 MEM 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 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 ANSIIIPI1 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 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_-Dz14wOJXeJGEBz7GzInO9A?glREhvdBywMR18ky8iuU -1-0-0 1-10-15 1-0-0 1-10-15 Scale=1:17.3 3 10.00 12 I' 2 ( 11 IMIIIIMIMI Io 19 =, LUS24 LUS24 -, LUS24 4 5 3x4= 5-0-8 8-0-0 5-0-8 2-11-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.05 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 3 n/a n/a BCLL 0.0 Code IBC2018/TP12014 Matrix-MP Weight:20 lb FT=20% BCDL 10.0 g 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=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.opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. 8)Refer to girder(s)for truss to truss connections. QED PR OFF 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 �CJ !NGI NE�• /O 1. v '* 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 �� 9g. 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). -- .....41°••. LOAD CASE(S) Standard 1) Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 7G OREGON �� Uniform Loads(plf) Vert:1-3=-64,4-6=-20 /o�q y 14 2p� - - Concentrated Loads(Ib) + �Q` Vert:9=-1(B)10=-22(B)11=-74(B) ilifLCR p IO- RENEWAL DATE:12-31-2021 December 15,2020 t I mum In 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 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 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:Z8vH8NUTAW Klm3?g8pxtPwyBlw_-9M9rL4LoAxWyRHHf4jpsEb4_G FnHNXh FOgwrCdy8iuS -1-0-0 1-10-15 1-0-0 1-10-15 Scale=1:15.7 4 /10.00 111 1I 9 10 5 LUS24 LUS24 3-0-0 6-0-0 I 3-0-0 3-0-0 Plate Offsets(X,Y)-- [2:0-6-0,0-0-11j 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 0.15 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/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 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.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)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. G01) PROF 8)Refer to girder(s)for truss to truss connections. y S �9) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,3. �J !NG`NEFn crjo 10)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI �� v '7 v9 1. 11) Use Simpson Strong-Tie LUS24(4-10d Girder,2-1 Od 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). • r� LOAD CASE(S) Standard OREGON 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 G /, �� A, Uniform Vert:Loads 1-4=-64,pf 5-6=-20 <Q J�gy 14 Zd �� Concentrated Loads(Ib) -'`RR11•,`• Vert:9=-46(F)10=-22(F) 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 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 2577453 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 I D:Z8vH8NUTAWKlm3?g8pxtPwyBlw_-6kGbmlM2iYmfgaR2C8rKJ09K42W4rQBYr_PyHVy8iuQ -1-0-0 3-10-15 1-0-0 3-10-15 Scale:1/2"=1 3 I' 10.00 12 2 1 ►/ 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) 1/defl L/d 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 Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 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.ll;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 O PROpS.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. �J� !NGINE, WAt 10)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI �� 1. Q 89200PE v • 4. 4/OREGON 4/ gy14 2°\ 4 AERR11A- � RENEWAL DATE:12-31-2021 December 15,2020 � 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 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 ANSUTPl1 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 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 Kl m3?g8pxtPwyBlw_-axgzz5NgTsu W ik0EmrMZsEiU9SggatRh4e9Vpyy8iu P -1-0-0 5-10-15 1-0-0 5-10-15 Scale:3/8"=1' 3 1� 10.00 12 2 i ITT 1 ►►, ►- 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/defl L/d 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=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. CQtQ PRO f- t�8) Refer to girder(s)for truss to truss connections. ``` 9) Provide de mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) J ,NG1 NE�r 6•0 10)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI Q� 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. i 4,OREGON toq y 14 Zp A" MERR10- RENEWAL DATE:12-31-2021 December 15,2020 t / 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 properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP11 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Corona,CA 92880 Job Truss Truss Type Qty Ply r 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:Z8vH8N UTAW KIm3?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 n of 2x4 I I 1�� o 3 10.00 12 3x8"./ • 2 m m o f rn n 1 1 L'* 1 1 3 ali , ►� 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) Vdefl Lid 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 Incr NO WB 0.49 Horz(CT) 0.00 6 n/a n/a BCLL 0.0 * Code IBC2018/TP12014 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 p will fit between the bottom chord and any other members. QED PR OFF 5)A plate rating reduction of 20%has been applied for the green lumber members. ,``_` Cu 6) Refer to girder(s)for truss to truss connections. �`J'� AG'NEF9 cS/O 7) Refer to girder(s)for truss to truss connections. ,7 -y 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) �44 9� 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. 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. -A • ra 11) Fill all nail holes where hanger is in contact with lumber. It 12) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 4. OREGON �1(/ LOAD CASE(S) Standard # �•' ' 20\ i- 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 14, +��. Uniform Loads(plf) 4/ F? \- Vert:1-3=-64,3-4-64,5-8=-20 Concentrated Loads(Ib) Vert:7=-502(B)11=-503(B)12=-502(B) RENEWAL DATE:12-31-2021 December 15,2020 t 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 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 IJob Truss Truss Type Qty Ply L� 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:Z8vH8N UTAW 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 12 • 2 t m o 1 kid 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 0.08 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. (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.11;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. ,tp PROre 9)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. s 89200PE 4fOREGON 'O gy14,2o P-�- MFRRIL�- v RENEWAL DATE:12-31-2021 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. mit Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/PPII 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?g8pxtPwyBlw_-P4BEE9SR2ieg0fTO66Tz5VyX3tzS_bwaSacg1 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 N co 0 10.00 112 w 0 ,2 M 2 1 4 3x4= 2-0-0 2-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.08 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/TP12014 Matrix-MP Weight:17 lb FT=20% BCDL 10.0 g LUMBER- BRACING- TOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (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)TOLL: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. .`��`D C PR OF4 rrs 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,4. s 10)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI I NC?�NE<C` /1. 89200PE v AP •Or: cc yG 4/OREGONDi 'O "9 y 14,20 10- 4/ERR 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 �q a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing 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/rP11 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 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=tHldRUS3p?mXdp2agp?CeiUjYHL9j2AjhELNZ2y8iul -1-0-0 1-10-15 1-0-0 1-10-15 Scale=1:15.7 3 10.00 2 S rn .s, o 16114 4 3x4= 2-0-0 2-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud 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 BOLL 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:12 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) 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. (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)TOLL: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. PROPC 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,2. Ss 10)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI j !NGI NE /O 1 92 0P 4OREGON #44i� 'O it 14 2O P}- MFRRII.�- 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. hit 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 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 KIm3?g8pxtPwyBlw_-LTJ?fgThaJvOFzdm EXW RBw1 tZgewSV Ptwu5x5Uy8iuH -1-0-0 2-0-0 3-10-15 1-0-0 2-0-0 1-10-15 Scale=1:24.3 3 11 n 0 10.00 12 m N r" N 2 I 1 4 3x4= 2-0-0 2-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) I/defl Lid 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/TP12014 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. /�A 8)Refer to girder(s)for truss to truss connections. Q p PR O 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,4. ,�(,``� F`67�1 10)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI ICJ NGI NE //% 1. L� 9 9 89200PE 40,40/„... OREGON Dr A. /O Y 14 20 P-�- �FRR11.L� RENEWAL DATE:12-31-2021 December 15,2020 t 1 r_M 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 �h 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 irek' 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 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 ID:Z8vH8NUTAWKlm3?g8pxtPwyBlw_-pftNsAUJLd1 Ft7CznE1gj7a0N4urByf09YgUdwy8iuG -1-0-0 2-0-0 5-10-15 1-0-0 2-0-0 3-10-15 Scale=1:33.0 3 ►l IT, 10.00 112 ``) 2 c 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 0.20 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. 8)Refer to girder(s)for truss to truss connections. ��D PROP 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4 except(jt=lb) .�� 1ss 3=111. Gj NGINEF >r, 10)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/I-PI v '7 1 89200PE V Ad. �OREGON /O 'y14 20Nt t4 �FRRI0- RENEWAL DATE:12-31-2021 December 15,2020 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 ANSITPII Quality Criteria,DSB-89 and BCS/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 3j4' Center plate on joint unless x,y 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property offsets are indicated. I I (Drawings not to scale) Damage or Personal Injury r-� Dimensions are in ft-in-sixteenths. 1. Additional stability bracing for truss system,e.g. �4 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 ft wide truss spacing,individual lateral braces themselves L-1/1 g'� 4 may require bracing,or alternative Tor I bracing should be considered. 311. 1111 p O 3. Never exceed the design loading shown and never 2 stack materials on inadequately braced trusses. M�� U V d 4. Provide copies of this truss design to the building 0 designer,erection supervisor,property owner and For 4 x 2 orientation,locate c7-8 c6-7 cs-s0_ all other interested parties. BOTTOM CHORDS III Plates 0- 'lid'from outside 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/ -PI 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. I 16.Do not cut or alter truss member or plate without prior Indicates location where bearings approval of an engineer. (supports)occur. Icons vary but ©2012 MiTek®All Rights Reserved 4111=0 reaction section indicates joint 17.Install and load vertically unless indicated otherwise. number where bearings occur. MIN NM 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. Industry Standards: 19.Review all portions of this design(front,back,words ANSI/TPI1: National Design Specification for Metal Mill and pictures)before use.Reviewing pictures alone 9 P is not sufficient. Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. ® 20.Design assumes manufacture in accordance with BCSI: Building Component Safety Information, Guide to Good Practice for Handling, lie k ANSI/TPI 1 Quality Criteria. 21.The design does not take into account any dynamic Installing&Bracing of Metal Plate or other loads other than those expressly stated. Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev.5/19/2020