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1ST-a-CA- CO3 MiTek' MiTek USA, Inc. 250 Klug Circle Corona,CA 92880 951-245-9525 Re: B1600610 PLH-Whitney A NO V 2.018 (µ;Vi l 31_111,‘`:i1 The truss drawing(s)referenced below have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by ProBuild West- Beaverton, OR. Pages or sheets covered by this seal: K1955824 thru K1955888 My license renewal date for the state of Oregon is December 31,2017. Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3 These truss designs rely on lumber values established by others. '0NG P Fg �� IN s�o 89200PECC OREGON Q -.1)" 14 23‘0,,i-V• 4f RRII�- May 5,2016 Baxter, David The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer,per ANSI/TPI 1. R MiTekp MiTek USA, Inc. 250 Klug Circle Corona,CA 92880 951-245-9525 Re: B1600610 PLH- Whitney A The truss drawing(s)referenced below have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by ProBuild West- Beaverton, OR. Pages or sheets covered by this seal: K1955824 thru K1955888 My license renewal date for the state of Washington is May 16,2017. Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3 These truss designs rely on lumber values established by others. loRRILL . 44) oV was Ifj, h mak., O 0 �51398 A CrSTER 11C' May 5,2016 Baxter, David The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer,per ANSI/TPI 1. Job Truss Truss Type Qty Ply PLH-Whitney A K1955824 B";600610 A01 California Girder 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed May 04 13:41:52 2016 Page 1 ID:Vc75bHJneJNUPuZGIzRBaMyCdWs-ugatQCner6Wt7jzvzBYOnDR0a5ftC1 SONyPnY8zJrIz -1-0-P 5-5-10 5-10115 12-8-7 I 19-11-4 I 27-5-1 ?9-o-q31-4-01 36-0-0 f 40-8-0 I 45-4-0 1 50-0-0 51-0- 1-o- 5-5-10 0-5-5 6-9-8 7-2-13 7-5-13 -6-1 2-4-0 4-8-0 4-8-0 4-8-0 4-8-0 -0 Scale=1:92.0 5x6 = 9 3x6 % 39 3x6 6x6 8x8= 8 10 7.00 12 4x12= 4x6= 2x4 I I W 3 4 6 7 40 2x4 // w 4l. ® . as .1 .111 30 31 0 $0.744t-t. 36 37 W 12 /;z� i \, 12 m 1 `A nn nn nn nn nn nn ' nn nn I/n.r IrJ imv I ® �- 10/ 41 42 43 44 45 46 14 0 23 22 47 21 28 4'2u 29 19 18 17 16 15 `"\ 4x6= 4x4=LUS24 LUS24 2x4 LUS24 LUS24 8x12 = 2x4 4x6 4x4= 4x6= 4x8 = LUS24LUS24 LUS24 LUS24 LUS24 LUS26 4x4 = I 5-5-10 i 12-8-7 19-11-4 27-5-1 ?9-0-q 36-0-0 43-0-0 50-0-0 I 5-5-10 7-2-13 7-2-13 7-5-13 -6-1 7-0-0 7-0-0 7-0-0 Plate Offsets(X,Y)-- [2:0-2-4,0-0-12].[7:0-6-0.0-4-0],[20:0-6-0,0-4-8] LOADING(psf) 25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL(Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.44 Vert(LL) -0.11 18-20 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.70 Vert(TL) -0.25 18-20 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.97 Horz(TL) 0.08 12 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix-M) Weight 315 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied or 4-1-5 oc purlins,except T2,T3:2x6 DF 2250F 1.7E 2-0-0 oc purlins(6-0-0 max.):3-7. BOT CHORD 2x6 DF No.2 BOT CHORD Rigid ceiling directly applied or 7-3-15• •-i cp R Q WEBS 2x4 DF Std G WEBS 1 Row at midpt 4-20,7- r <<,\"‘ Pes, OTHERS 2x6 DF No.2 MiTek recommends that Stas' LBR SCAB 19-21 2x6 DF No.2 one side - � + be installed during truss er- titrI•a•••rdance with St•ili 1 Installation guide. 092000E -7r,, REACTIONS. (lb/size) 2=1069/0-5-8,20=4040/0-5-8,12=1173/0-5-8 Max Horz 2=-252(LC 8) Max Uplift2=-389(LC 10),20=-1462(LC 10),12=-304(LC 56) Max Gray 2=1471(LC 35),20=4092(LC 32),12=1392(LC 18) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 0 OREGON b, ,e, TOP CHORD 2-3=-2170/676,3-30=-1754/612,30-31=-1757/613,31-32=-1760/614,32-33=-1760/614, /6 1Y 14 2a'\ -- 33-34=-1763/616,4-34=-1765/617,4-35=442/1610,5-35=-442/1610,5-36=-442/1610, q,, �Q 36-37=-442/1610,37-38=-442/1610,6-38=-442/1610,6-7=-451/1623,7-8=-1609/482, 'FR R U.--`- 8-9=-1258/381,9-39=-1184/358,10-39=-1360/340,10-40=-1896/454,11-40=-2133/439, 11-12=-2315/478 BOT CHORD 2-41=-791/1759,41-42=-791/1759,23-42=-791/1759,23-43=-1110/1444, EXPIRES: 12/31/2017 43-44=-1110/1444,44-45=-1110/1444,45-46=-1110/1444,22-46=-1110/1444, 22-47=-1110/1444,47-48=-1110/1444,21-48=-1110/1444,21-28=-1110/1444, 28-49=-1110/1444,20-49=-1110/1444,20-29=-382/1385,19-29=-382/1385, 18-19=-382/1385,17-18=-394/1370,16-17=-304/1318,15-16=-304/1318, 14-15=-178/1583,12-14=-319/1975 WEBS 3-23=-68/372,4-23=453/813,4-22=0/371,4-20=-2981/1142,6-20=-938/521, _RILL 7-20=-3264/726,7-18=-146/396,8-15=-566/297,9-15=-249/853,10-15=-858/281, l�" q 10-14=-79/431,11-14=-324/202,8-17=-173/286,7-17=-346/166 ' v WAS `'t>, ;,f''G �' NOTES- ?' 1. 1)Attached 6-4-8 scab 19 to 21,back face(s)2x6 DF No.2 with 2 row(s)of 10d(0.120"x3")nails spaced 9"o.c.except:starting at 0-0-0 e• ;:v A Q from end at joint 21,nail 2 row(s)at 4"o.c.for 4-3-0;starting at 4-4-8 from end at joint 21,nail 2 row(s)at 3"o.c.for 2-0-0. 2)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111 mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone;cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 „d er 3)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 0 4, 51348 A 4)Unbalanced snow loads have been considered for this design. 9kz.„ FGISTER "' 5)This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 25.0 psf on overhangsS G non-concurrent with other live loads. `-10NAL' 6)Provide adequate drainage to prevent water ponding. This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. May 5,2016 ntinued on el -.... WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Ng Design valid for use only with Mier®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 Wok' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Buft ng Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-Whitney A K1955824 B1600610 A01 California Girder 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed May 04 13:41:52 2016 Page 2 I D:Vc75bHJneJNUPuZGIzRBaMyCdWs-ugatQCner8Wt7jzvzBYOnDROa5ftC1 SONyPnY8zJriz NOTES- 8)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9)A plate rating reduction of 20%has been applied for the green lumber members. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 389 lb uplift at joint 2,1462 lb uplift at joint 20 and 304 lb uplift at joint 12. 11)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13)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 18-0-12 to connect truss(es)to front face of bottom chord. 14)Use Simpson Strong-Tie LUS26(4-10d Girder,4-10d Truss,Single Ply Girder)or equivalent at 22-0-12 from the left end to connect truss(es)to front face of bottom chord. 15)Fill all nail holes where hanger is in contact with lumber. 16)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)256 lb down and 238 lb up at 5-11-9,200 lb down and 165 lb up at 8-0-12, 193 lb down and 171 lb up at 10-0-12,193 lb down and 171 lb up at 12-0-12,193 lb down and 171 lb up at 14-0-12,193 lb down and 171 lb up at 16-0-12,and 194 lb down and 172 lb up at 18-0-12,and 194 lb down and 172 lb up at 20-0-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. 17)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-64,3-7=-64,7-9=-64,9-13=-64,2-12=-20 Concentrated Loads(Ib) Vert:6=-85 29=-825(F)30=-157 31=-133 33=-115 34=-86 35=-85 36=-85 37=-85 41=-37(F)42=-27(F)43=-34(F)44=-34(F)45=-34(F)46=-34(F)47=-34(F)48=-34(F) 49=-34(F) A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/Tell Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-Whitney A K1955825 B/600610 A02 California 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed May 04 13:41:54 2016 Page 1 I D:Vc75bHJneJ NUPuZGIzRBaMyCd Ws-gDhdrtpuNjmbM0614cbsseWEzvO?gOwhgGuud 1 zJrlx -)-0-Q 7-7-5 7-1Qr15 13-9-4 19-11-4 I 24-8-2 I 29-5-1 I 36-0-0 I 42-8-12 I 50-0-0 541-0� -0- 7-7-5 0--10 5-10-5 6-2-0 4-8-14 4-8-14 6-6-15 6-8-12 7-3-5 1-0- Scale=1:91.3 5x6= 9 5x12 MT18H C 36 7.00 2 3x10= 4x6 = 2x4 11 5x6 34 35 37 3x6 J 3 4 4x6= 6 10 Wirlial 38 39 9r 12t. -- SP' rp = 12111W 19 18 17 1615 14 13 4x8 i 3x6 = 2x4 8x12 = 4x6= 3x8= 2x4 I I 4x6 3x6= I 7-7-5 1 13-9-4 i 19-11-4 1 29-5-1 1 36-0-0 1 42-8-12 1 50-0-0 1 7-7-5 6-2-0 6-2-0 9-5-13 6-6-15 6-8-12 7-3-5 Plate Offsets(X.Y)-- [2:0-2-10.0-2-4].[3:0-2-8.0-2-8],[4:0-2-12.0-1-8],[5:0-3-0,Edge].[8:0-2-12,0-2-8].[11:0-0-0.0-0-4] LO TCLL (psf) 25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.90 Vert(LL) -0.12 16-17 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.40 Vert(TL) -0.37 16-17 >977 180 MT18H 220/195 BCLL 0.0 Rep Stress Incr YES WB 0.65 Horz(TL) 0.06 11 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix-M) Weight:246 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins,except BOT CHORD 2x4 DF No.1&Btr G 2-0-0 oc purlins(6-0-0 max.):3-8. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 6-0-0• .,r 'y.P R QF .ri. WEDGE WEBS 1 Row at midpt 4-17,7- '� F .. Left.2x4 SP No.3 MiTek recommends that Sta.' �:p.1fri.i-,•0- j be installed during truss ers- .&C;a..•rdance with S-•ili - -i Installation.uide. _ _ '7 REACTIONS. (lb/size) 2=779/0-5-8,17=2999/0-5-8,11=1131/0-5-8mil VIM Max Horz 2=-255(LC 57) Max Uplift2=-310(LC 12),17=-1056(LC 12),11=-315(LC 60) Max Gray 2=1274(LC 37),17=3036(LC 33),11=1346(LC 20) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. L „ii,OREGON Dr As TOP CHORD 2-3=-1405/443,3-26=-1013/394,26-27=-1016/394,27-28=-1017/395,28-29=-1018/394, /6 qy 14 2-0 29-30=-1021/395,4-30=-1022/395,4-31=-318/1303,5-31=-318/1303,5-32=-318/1303, 1 Q' 6-32=-318/1303,6-33=-323/1310,7-33=-323/1310,7-8=-1074/471,8-34=-1099/389, v` R R L\ 34-35=-1065/391,9-35=-1008/410,9-36=-1007/417,36-37=-1060/404,10-37=-1305/392, 10-38=-1845/448,38-39=-1888/434,11-39=-2064/432 BOT CHORD 2-19=-541/1017,18-19=-913/687,17-18=-913/687,16-17=-230/292,15-16=-329/1017, EXPIRES: 12/31/2017 14-15=-329/1017,13-14=-247/1706,11-13=-247/1706 WEBS 3-19=-252/227,4-19=-275/738,4-17=-2123/833,6-17=-545/386,7-17=-1840/432, 7-16=-269/1472,8-16=-856/290,8-14=-352/267,9-14=-184/626,10-14=-938/296, 10-13=0/279 NOTES- r c 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS t"" LL 8y. (envelope)gable end zone and C-C Exterior(2)-1-0-0 to 12-7-5,Interior(1)12-7-5 to 31-0-0,Exterior(2)31-0-0 to 36-0-0,Interior(1) h" tv WAS yt:,>, 41-0-0 to 46-0-0 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 i�'G '�'� plate grip DOL=1.60 /• f-^= A /`�' Ci- 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct 1 ,� . 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. i ij , 5)Provide adequate drainage to prevent water ponding. �+ 51398 c{ 6)All plates are MT20 plates unless otherwise indicated. �rs� ��GjS7 ER 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. S+ G 8)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will `S'ONALti� fit between the bottom chord and any other members. g A, lat ratin reduction of 20%has been applied for the green lumber members. May 5,2016 C ntl�iued on p�ge 2 1 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the budding designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mire k. is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI(TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Rug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandna,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-Whitney A K1955825 81600610 A02 California 1 1 * Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed May 04 13:41:54 2016 Page 2 I D:Vc75bHJneJNUPuZGlzRBaMyCd Ws-gDhdrtpuNjmbM0614cbsseWEzvO?g0whgGuud 1 zJrix NOTES- 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 310 lb uplift at joint 2,1056 lb uplift at joint 17 and 315 lb uplift at joint 11. 11)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)115 lb down and 204 lb up at 7-11-11,138 lb down and 150 lb up at 10-0-12,202 lb down and 205 lb up at 12-0-12,260 lb down and 256 lb up at 14-0-12,180 lb down and 210 lb up at 16-0-12,and 180 lb down and 210 lb up at 18-0-12,and 180 lb down and 210 lb up at 20-0-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-64,3-8=-64,8-9=-64,9-12=-64,20-23=-20 Concentrated Loads(Ib) Veil:4=-190 6=-64 26=-2 27=-57 29=-132 31=-71 32=-64 1 A WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. t Design void for use only with Mitek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-Whitney A K1955826 87600610 A03 California 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed May 04 13:41:56 2016 Page 1 ID:Vc75bHJneJNUPuZGIzRBaMyCdWs-ncpOGZg8vKOJcKGhC1 dKx3bagj5b8tbzlaN?hvzJriv 9-10-15 -11-- 7-7-5 19-9-7 11 14-11-0 I 22-2-12 29-5-1 36-0-0 42-8-12 50-0-0 51-0--0.Q 1-0- 7-7-5 2-2-2 5-0-1 7-3-12 7-2-5 6-6-15 6-8-12 7-3-5 70 0-1-8 Scale=1:91 3 5x6= 2x4 H 11 5x12 MT18H i 2x4 ' "' 41 7.00 112 4 6 4x8— 5x6 = 2x4 5x8 :000007000.00 3 42 3x63 .N Sptecial 7 912 31 32 33 f Nc 836 37 38 0 43 30 44 29 Y 412 /:- 6 �. F e a ��41314 22 21 20 19 1817 16 15 4x6 = 3x6 = 2x4 I I 3x6 5x8 = 2x4 I I 3x8= 2x4 I I 4x6 3x6= I 7-7-5 I 14-11-0 22-0-0 22-202 29-5-1 I 36-0-0 I 42-8-12 50-0-0 I 7-7-5 7-3-12 7-1-0 0-2-12 7-2-5 6-6-15 6-8-12 7-3-5 Plate Offsets(X.Y)-- [7:0-1-12.0-2-0].[8:0-3-0.Edge].[10:0-5-8.0-3-0].[13:0-0-0,0-0-4].[19:0-4-0,0-2-12] LTOADING(psf) CLL 25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.94 Vert(LL) -0.08 21-22 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.33 Vert(TL) -0.19 21-22 >999 180 MT18H 220/195 BCLL 0.0 * Rep Stress Incr YES WB 0.90 Horz(TL) 0.07 13 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix-M) Weight:246 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins,except BOT CHORD 2x4 DF No.1&Btr G 2-0-0 oc purlins(2-2-0 max.):3-10. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 7-7-10^•. ••=+ ga R OF WEBS 1 Row at midpt 7-22,7- . ` :4, es MiTek recommends that Sta.' 1/4404r %;;,:0' be installed duringtruss er- - 1-• 6iQl-a...rdancewithS�•ili Installation guide. 89200PE pre REACTIONS. (lb/size) 2=991/0-5-8,19=2954/0-5-8,13=1034/0-5-8 Max Horz 2=274(LC 56) Max Uplift2=-368(LC 12),19=-1057(LC 12),13=-312(LC 60) Max Gray 2=1499(LC 34),19=2966(LC 33),13=1263(LC 40) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. L �?OREGONix �t(� 7 TOP CHORD 2-29=-1964/497,29-30=-1782/508,30-31=-1761/509,3-31=-1594/525,3-5=-1529/597, /O '9}r14 2QN -‘ 5-32=-1539/602,32-33=-1539/602,33-34=-1539/602,7-34=-1539/602,7-35=-347/1249, �Q 8-35=-347/1249,8-36=-347/1249,36-37=-347/1249,37-38=-347/1249,9-38=-347/1249, 4,1 FR R 11\- 9-10=-347/1249,10-39=-1007/370,39-40=-914/372,11-40=-870/392,11-41=-871/396, 41-42=-899/383,12-42=-1144/370,12-43=-1683/429,43-44=-1725/415,13-44=-1902/413 BOT CHORD 2-22=-597/1539,21-22=-761/1156,20-21=-761/1156,19-20=-761/1156,18-19=-290/806, EXPIRES: 12/31/2017 17-18=-292/801,16-17=-292/801,15-16=-231/1567,13-15=-231/1567 WEBS 3-22=-287/299,7-22=-433/892,7-21=0/287,7-19=-2635/1075,9-19=-871/389, 10-19=-2038/451,10-18=0/267,10-16=-221/468,11-16=-181/564,12-16=-937/299, 12-15=0/274 NOTES- 1)Wind:ASCE 7-10;Vult=l40mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS L-ori, (envelope)gable end zone and C-C Exterior(2)-1-0-0 to 4-0-0,Interior(1)4-0-0 to 4-10-15,Exterior(2)4-10-15 to 9-10-15,Interior(1) F kti >' 14-11-0 to 29-5-1,Exterior(2)31-0-0 to 36-0-0,Interior(1)41-0-0 to 46-0-0 zone;cantilever left and right exposed;C-C for members and O. w� forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 /�` a. 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 l " + . - 3)Unbalanced snow loads have been considered for this design. / 4)This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs - ,y non-concurrent with other live loads. .~ 5)Provide adequate drainage to prevent water ponding. 16 4, 51398 'w 6)All plates are MT20 plates unless otherwise indicated. OA 4G/S ,R� 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. s C) 8)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ,s, 8)* gg fit between the bottom chord and any other members. _9) 9n A.platenued rratingnreeduction of 20%has been applied for the green lumber members. May 5,2016 2 1 o WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED WEB REFERENCE PAGE Ml1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with M7ek®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 Buff ng Component 250 Klug Circle Safely Inrarmafon available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-Whitney A K1955826 B1600610 A03 California 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed May 04 13:41:57 2016 Page 2 I D:Vc75bHJneJ NUPuZGIzRBaMyCd Ws-FoNmTvmge8ADUrtmk8ZUG81Z6RgtKr7XE7YDLzJriu NOTES- 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 368 lb uplift at joint 2,1057 lb uplift at joint 19 and 312 lb uplift at joint 13. 11)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)190 lb down and 265 lb up at 9-11-11,157 lb down and 125 lb up at 12-0-12,260 lb down and 256 lb up at 14-0-12,180 lb down and 210 lb up at 16-0-12,and 180 lb down and 210 lb up at 18-0-12,and 180 lb down and 210 lb up at 20-0-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. 14)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-64,3-4=-64,4-6=-114,5-32=-114,10-32=-64,10-11=-64,11-14=-64,23-26=-20 Concentrated Loads(Ib) Vert:32=-91 33=-122(F)34=-190 35=-71 36=-64 37=-64 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not !mut a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall _ building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-Whitney A K1955827 P1600610 A04 CAL HIP 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed May 04 13:41:59 2016 Page 1 ID:Vc75bHJneJNUPuZGIzRBaMyCd Ws-BBV Wubt1 CFOuTn7Gt9A1 Zh D90w17LDgQ_Ycfl EzJris -1-0-0 5-8-7 11-7-3 11-19-15 16-10-1 1 22-3-3 1 27-8-13 1 33-1-15 1 36-0-0 138-4-13 i 44-3-9 1 50-0-0 51-0-0 -0-6 5-8-7 5-10-11 0-3-12 4-11-2 5-5-2 5-5-11 5-5-2 2-10-1 2-4-13 5-10-11 5-8-7 1-0 Scale=1:91.3 5x12 MT18H i 2x4 I I 11 4x6 = 3x6 = 5x6 3x6 4 Special 4x6 6 8 7.00112 ..) w J31 32 \,3536 Li W 7 37 •r 39 10 40 - 3x6 3x6 30 12 3 Y 29 41 4 42 2 A1111166 141,(9 V. o 22 21 43 44 20 19 45 18 17 46 47 16 15 4x6 - 2x4 4x8- 3x6 5x6 = 4x12 = 3x6 4x8 - 2x4 II 4x6 5-8-7 I 11-7-3 I 22-0-0 22 -3 27-8-13 1 38-4-13 1 44-3-9 1 50-0-0 I 5-8-7 5-10-11 10-4-13 04-3 5-5-10 10-8-0 5-10-11 5-8-7 Plate Offsets(X.Y1- [2:0-0-0,0-0-4].[6:0-2-12,0-1-8],[13:0-0-0,0-0-41[18:0-5-13,0-1-8].[19:0-3-0,0-3-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.69 Vert(LL) -0.33 16-18 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.66 Vert(TL) -0.83 16-18 >402 180 MT18H 220/195 TCDL 7.0 Rep Stress Incr YES WB 0.93 Horz(TL) 0.06 13 n/a n/a BCLL 0.0 BCDL 10.0 Code IBC2012/TP12007 (Matrix-M) Weight:270 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-1-8 oc purlins,except BOT CHORD 2x4 DF No.1&Btr G 2-0-0 oc purlins(5-5-11 max.):4-10. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 5-8-3• • ...:4!.p R OF WEBS 1 Row at midpt 5-19,6- tis Fs MiTek recommends that Sta. z -•• gPati\liDtr '-)2 be installed during truss er &I• a ••rdance with S-•ili Installation guide. 89200RE 9r REACTIONS. (Ib/size) 2=914/0-5-8,19=3213/0-5-8,13=1071/0-5-8 Max Horz 2=-255(LC 8) Max Uplift2=-369(LC 12),19=-880(LC 9),13=-316(LC 53) Max Grav2=1387(LC 31),19=3715(LC 30),13=1546(LC 31) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. yL 4,ORE77, N D' A\ TOP CHORD 2-29=-1982/546,3-29=-1713/558,3-30=-1261/455,4-30=-1080/478,4-31=-927/471, /Q A/}- 1Q� -j-.31-32=-931/473,32-33=-935/475,5-33=-942/477,5-34=-169/1241,34-35=-169/1241, p �Q' 35-36=-169/1241,6-36=-169/1241,6-7=-404/453,7-8=-404/453,8-37=-404/453, FR R V L� 37-38=-404/453,9-38=-404/453,9-39=-1231/805,10-39=-1229/805,10-40=-1277/629, 12-40=-1578/618,12-41=-2013/636,41-42=-2145/627,13-42=-2298/623 BOT CHORD 2-22=490/1595,21-22=-490/1595,21-43=-537/586,43-44=-537/586,20-44=-537/586, EXPIRES: 12/31/2017 19-20=-537/586,19-45=-1241/578,18-45=-1241/578,17-18=-267/1017,17-46=-267/1017, 46-47=-267/1017,16-47=-267/1017,15-16=-420/1853,13-15=-420/1853 WEBS 3-21=-808/288,4-21=-258/108,5-21=-139/1077,5-19=-2163/798,6-19=-2218/676, 6-18=-572/2103,8-18=-651/221,9-18=-1309/521,9-16=-190/957,10-16=-195/264, 12-16=-730/248 [� NOTES- S+�, ILL�q 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS 4� Or WASIzrI, 7> (envelope)gable end zone and C-C Exterior(2)-1-0-0 to 4-0-0,Interior(1)4-0-0 to 6-7-3,Exterior(2)6-7-3 to 11-7-3,Interior(1)16-10-1 �4 v fi to 33-1-15,Exterior(2)36-0-0 to 51-0-0 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions �'�7 `0 'tb shown;Lumber DOL=1.60 plate grip DOL=1.60 Uic• 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 / 3)Unbalanced snow loads have been considered for this design. Tr 4)This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs d er non-concurrent with other live loads. "P ,f, 5]348 w 5)Provide adequate drainage to prevent water ponding. © �Gj$ R 6)All plates are MT20 plates unless otherwise indicated. S 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. SIONAL� 8)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. Continued on page 2 May 5,2016 AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED WEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mit Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Bonding Component 250 Klug Cirde Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-Whitney A K1955827 B1600610 A04 CAL HIP 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed May 04 13:41:59 2016 Page 2 I D:Vc75bHJneJ NUPuZGIzRBaMyCd Ws-BBV Wubt1 CFOuTn?Gt9A1 ZhD90w17LDgQ_Ycfl EzJris NOTES- 9)A plate rating reduction of 20%has been applied for the green lumber members. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 369 lb uplift at joint 2,880 lb uplift at joint 19 and 316 lb uplift at joint 13. 11)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)190 lb down and 265 lb up at 11-11-11,262 lb down and 177 lb up at 14-0-12,313 lb down and 256 lb up at 16-0-12,and 180 lb down and 210 lb up at 18-0-12,and 180 lb down and 210 lb up at 20-0-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. 14)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-4=-64,4-10=-64,10-11=-64,10-14=-64,23-26=-20 Concentrated Loads(Ib) Vert:31=-91 32=-227(F)33=-243 35=-92 36=-64 ME AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Nut Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Qualify Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-Whitney A K1955828 B1600610 A05 CAL HIP 1 1 Job Reference(optional) Pro-Build Beaverton Truss,Beaverton,OR 97005 7.640 s Nov 10 2015 MiTek Industries,Inc. Wed May 04 14:47:54 2016 Page 1 ID:Vc75bHJneJNUPuZGIzRBaMyCdWs-xM7RRdAB_XZO4I FFSvGLOedE8Ob2_74SFSDyzgzJpvp --0-9 5-8-7 1 11-7-3 13-10-1116-10-1 I 22-3-3 1 29-0-0 I 33-1-15 1 36-1-1 138-4-13i 44-3-9 i 50-0-0 5�1-0� i-0-0 5-8-7 5-10-11 2-3-12 2-11-2 5-5-2 6-8-13 4-1-15 2-11-2 2-3-12 5-10-11 5-8-7 -0- Scale=1:93.0 5x612 5 Special 4x6 = 4x6 = 2x4 II 5x6 '� 7.00 12 4 4x6 7 9 3x6 36 .':39 40 41 "4 3x6 3x6 w 35 ,.. 47 ,b 3 1 3Y gq x 48 4 (412 33 !� • r _�_ 49 1514 m `o Y• "" ems, ►\ 1 kg 26 25 24 23 22 4-6-0 21 20 51 19 52 18 t7 16 4x6 __ 2x4 I I 4x8 = 4x6 8x12 = 8x12=4x4= 4x8= 2x4 4x6 4x8 I I 8x8= 4x8 = 4x8I1 I 5-8-7 I 11-7-3 1 22-0-0 22-3-3 28-0-0 1 38-4-13 1 44-3-9 I 50-0-0 I 5-8-7 5-10-11 10-4-13 0- -3 5-8-13 10-4-13 5-10-11 5-8-7 Plate Offsets(X,Y)-- 12:0-0-0,0-0-41,17:0-2-12,0-1-12],114:0-0-0,0-0-41,119:0-1-11,0-2-121,120:0-5-4,0-5-121,121:0-3-6,0-1-151,123:0-3-8,0-4-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.77 Vert(LL) -0.12 18-20 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.51 Vert(TL) -0.37 23-25 >730 180 TCDL 7.0 Rep Stress Incr YES WB 0.87 Horz(TL) 0.04 23 n/a n/a BCLL 0.0 BCDL 10.0 * Code IBC2012/TP12007 (Matrix-M) Weight:294 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-9-12 oc purlins,except BOT CHORD 2x4 DF No.1&Btr G*Except* 2-0-0 oc purlins(3-5-2 max.):4-11. 22-24,17-21:2x6 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 0 - -' g„e WEBS 2x4 DF Std G 5-9-13 oc bracing:20-23. `_.�, r /C WEBS 1 Row at midpt 6-23, 3`19�-� I N Fss MiTek recommends that S- 14r fr@gu red ccro8�ia•'/go, be installed during truss er' accordance with Stabiliz- -9 Installation guide. 892O0PF c-- REACTIONS. 'REACTIONS. (lb/size) 2=1008/0-5-8,23=3243/0-5-8,14=1224/0-5-8 Max Horz 2=266(LC 9) Max Uplift2=-315(LC 12),23=-903(LC 9),14=-310(LC 13) Max Grav2=1538(LC 31),23=3699(LC 30),14=1750(LC 31) Q cr -74. A OREGON�bk A, FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-33=-2288/518,33-34=-2135/521,3-34=-2018/531,3-35=-1615/501,4-35=-1316/524, /Q �y 14, .- p% 4-36=-1265/709,36-37=-1268/711,6-37=-1272/712,6-38=-191/878,38-39=-191/878, 4'f t3 RIO- 39-40=-191/878, I0- 39-40=-191/878,40-41=-191/878,41-42=-191/878,7-42=-191/878,7-8=-806/444, 8-9=-806/444,9-43=-806/444,43-44=-806/444,44-45=-806/444,10-45=-806/444, 10-46=-1586/774,11-46=-1581/774,11-47=-1679/599,13-47=-1987/577, EXPIRES: 12/31/2017 13-48=-2395/600,48-49=-2524/589,14-49=-2680/586 BOT CHORD 2-26=-440/1844,25-26=-440/1844,24-25=-312/713,23-24=-312/714,22-23=-867/486, 22-50=-878/522,21-50=-878/522,20-21=-863/503,20-51=-165/1214,19-51=-166/1212, 19-52=-167/1212,18-52=-167/1212,17-18=-389/2182,16-17=-391/2180, 14-16=-391/2180 WEBS 3-25=-734/246,4-25=-285/326,6-25=-381/1063,6-23=-2264/917,7-23=-2249/700, `� LL 8 7-20=-597/1966,9-20=-638/253,10-20=-1268/481,10-18=-197/843,11-18=-109/318, "�T�" 13-18=-689/241 .4>r iv tASr,_ `'fes NOTES- �w /' CSO I 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS ar ,j (envelope)gable end zone and C-C Exterior(2)-1-0-0 to 4-0-0,Interior(1)4-0-0 to 6-10-1,Exterior(2)6-10-1 to 13-10-15,Interior(1) 18-8-0 to 31-4-0,Exterior(2)36-1-1 to 51-0-0 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for 4 reactions shown;Lumber DOL=1.60 plate grip DOL=1.60s, 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 •••,q 4k"51398 W� 3)Unbalanced snow loads have been considered for this design. © �' GIST'ER 4)This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. ss�ONAL ENAG 5)Provide adequate drainage to prevent water ponding. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. May 5,2016 Continued on oaae 2 1 11 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and is for an individual building component,not �y a truss system.Before use,the building designer must verify the applicability of design parameters and propery 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 Inlormatlon available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandna,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-Whitney A K1955828 81600610 A05 CAL HIP 1 1 Job Reference(optional) Pro-Build Beaverton Truss,Beaverton,OR 97005 7.640 s Nov 10 2015 MiTek Industries,Inc.Wed May 04 14:47:54 2016 Page 2 ID:Vc75bHJneJNUPuZGIzRBaMyCdWs-xM7RRdAB_XZO4IFFSvGL0edE80b2_74SFSDyzgzJpvp NOTES- 7)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 8)A plate rating reduction of 20%has been applied for the green lumber members. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 315 lb uplift at joint 2,903 lb uplift at joint 23 and 310 lb uplift at joint 14. 10)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)221 lb down and 287 lb up at 13-11-9,171 lb down and 125 lb up at 16-0-12,255 lb down and 205 lb up at 18-0-12,and 330 lb down and 256 lb up at 20-0-12,and 246 lb down and 204 lb up at 36-0-7 on top chord. The design/selection of such connection device(s)is the responsibility of others. 13)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-4=-64,4-5=-64,4-11=-64,11-12=-64,11-15=-64,27-30=-20 Concentrated Loads(lb) Vert:36=-122 37=-136(F)39=-185 41=-260 46=-147 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIM7473 rev.10/03/2075 BEFORE USE. Design valid for use only with M7ekS 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 is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-Whitney A K1955829 6/600610 A06 CAL HIP 1 1 Job Reference(optional) Pro-Build Beaverton Truss,Beaverton,OR 97005 7.640 s Nov 10 2015 MiTek Industries,Inc. Thu May 05 07:08:56 2016 Page 1 ID:Vc75bHJneJNUPuZGIzRBaMyCd Ws-TRoiHbXFvtYZp773gzlhfRWMg08RSY_QYOgfw6zJbY5 0-9 5-1-1010-3-5 15-7-3 15-10-15 22-0-0 28-0-0 34-1-1 3411/13 39-8-11 44-10-6 50-0-0 5-0 1-0-0 5-1-10 i 5-1-10 5-3-14 0-3-1216-1-1 I 6-0-0 I 6-1-1 0-3-12 5-3-14 I 5-1- 1 5-1-10 1�-00 Scale=1:91.3 5x6 % Special 4x8 = 2x4 II 5x8 -- 5 - - 63- - 337 . 7.00 112 3x6 3x6 4 9 2x4 \rn \if/34\6/A , 4 / 2x4 �iIIIv29 310rn 35 6 283637 W12 . _ o/:. .-. .� .- , .-. .-. ...�. .. _ 1211 IC co Ln 21 38 39 20 19 40 18 17 16 41 15 14 42 43 13 vo 0 3x6 = 4x6= 4x4 = 3x6= 4x6 = 4x6= 5x8 4-60 8x12 8x8= 4x12= 4x� I 4x4 = 4x6= 7-8-7 15-7-3 I 22-0-0 I 28-0-0 1 34-4-13 42-3-9 50-0-0 I 7-8-7 7-10-11 6-4-13 6-0-0 6-4-13 7-10-11 7-8-7 Plate Offsets(X,Y)-- [2:0-0-0,0-0-4],[5:0-2-10,0-2-8],[6:0-4-0,0-1-8],[8:0-2-8,0-1-12],[11:0-0-0,0-0-4],[15:0-2-2,0-4-10],[16:Edge,0-2-0],[17:0-3-3,0-1-11],[18:0-3-0,0-2-0], f19:0-2-8,0-2-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.63 Vert(LL) -0.11 13-15 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.35 Vert(TL) -0.23 13-15 >999 180 BCD LLTCL 0.0 7.0 Rep Stress Incr YES WB 0.93 Horz(TL) 0.04 11 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix-M) Weight:312 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-4-2 oc purlins,except BOT CHORD 2x4 DF No.1&Btr G*Except* 2-0-0 oc purlins(6-0-0 max):5-8. 17-20,14-16:2x6 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0! • p, 'Ian WEBS 2x4 DF Std G*Except* 6-0-0 oc bracing:18-19,16-18. tYcl 6-19,6-16,8-16:2x4 DF No.1&Btr G WEBS 1 Row at midpt 4-1• L �'8(��r� is.,.w0 MiTek recommends that S .• .- and r wired cross bracin � e 9 - be installed during truss e- i s in a S$ ••'-bilizer c-- Installation guide. REACTIONS. (Ib/size) 2=806/0-5-8,18=2363/0-5-8,11=1072/0-5-8 Max Horz 2=-279(LC 10) Max Uplift2=-231(LC 52),18=-316(LC 12),11=-319(LC 13) Max Grav2=1110(LC 31),18=2648(LC 30),11=1444(LC 31) 4, OREGON D, �W0 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. <Q 9)' 1 4 2-°'\. P� TOP CHORD 2-28=-1600/315,28-29=-1512/318,29-30=-1418/325,3-30=-1414/327,3-31=-1309/303, /11 Q) 4-31=-1046/314,4-5=-461/252,5-6=-254/268,6-32=-527/299,32-33=-527/299, R R�,-` 7-33=-527/299,7-8=-527/299,8-9=-1043/358,9-34=-1643/461,10-34=-1928/449, 10-35=-2026/483,35-36=-2054/481,36-37=-2159/473,11-37=-2248/472 BOT CHORD 2-21=-355/1369,21-38=-231/838,38-39=-231/838,20-39=-231/838,19-20=-229/843, EXPIRES: 12/31/2017 19-40=-701/276,18-40=-701/276,17-18=-700/263,16-17=-702/276,16-41=-27/756, 15-41=-29/755,14-15=-138/1334,14-42=-140/1331,42-43=-140/1331,13-43=-140/1331, 11-13=-315/1865 WEBS 3-21=-498/219,4-21=-78/580,4-19=-963/312,5-19=-294/91,6-19=-236/1422, 6-18=-2482/641,6-16=-284/1376,7-16=-785/244,8-16=-1067/164,8-15=-142/965, 9-15=-939/307,9-13=-79/558,10-13=-484/218 .tO,RRrLL 6 NOTES- S0 Ov WAS1 `-t1, 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS f, i . (envelope)gable end zone and C-C Exterior(2)-1-0-0 to 4-0-0,Interior(1)4-0-0 to 8-6-5,Exterior(2)8-6-5 to 15-7-3,Interior(1)22-8-0 to / ''''.."c"..15‘7- ^ '' �-" `/`�♦ 27-2-3,Exterior(2)34-3-1 to 51-0-0 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown; ••`�� ; Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 ='e r 3)Unbalanced snow loads have been considered for this design. ,•d �� 4)This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs .00 4 51398 non-concurrent with other live loads. +- ., DIST ER 5)Provide adequate drainage to prevent water ponding. SSIONAL �G 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. May 5,2016 Continued on oaae 2 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for on 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/Tell Quafy Wilda,DSI-I9 and BCSI Building Component 250 Klug Circle Safety Informalon available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-Whitney A K1955829 61600610 A06 CAL HIP 1 1 Job Reference(optional) Pro-Build Beaverton Truss,Beaverton,OR 97005 7640 s Nov 10 2015 MiTek Industries,Inc. Thu May 05 07:08:56 2016 Page 2 ID:Vc75bHJneJNUPuZGIzRBaMyCd Ws-TRoiHbXFvtYZp773gzlhfRWMg08RSY_QYDgfw6zJbY5 NOTES- 8)A plate rating reduction of 20%has been applied for the green lumber members. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 231 lb uplift at joint 2,316 lb uplift at joint 18 and 319 lb uplift at joint 11. 10)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)123 lb down and 245 lb up at 34-3-1 on top chord. The design/selection of such connection device(s)is the responsibility of others. 13)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-5=-64,5-8=-64,8-12=-64,22-25=-20 Concentrated Loads(Ib) Vert:8=87(F) ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-Whitney A 61600610 A07 CAL HIP K1955830 1 1 Pro-Build Beaverton Truss,Beaverton,OR 97005 Job Reference(optional) 7.640 s Nov 10 2015 MiTek Industries,Inc. Thu May 05 07:10:40 2016 Page 1 I D:Vc75bHJneJNUPuZGIzRBaMyCd Ws-RS4068nUPgfoH632mp94sNg6_xdngaUjTP09a4zJb WT -1-0-0 5-1-10 10-3-5 15-7-3 17-10-151 22-0-0 1 28-0-0 f 32-1-1 134-4-13j 39-8-11 44-10-0 1 50-0-0 51-0-0 -0-0 5-1-10 5-1-10 5-3-14 2-3-12 4-1-1 6-0-0 4-1-1 2-3-12 5-3-14 5-1-10 5-1-10 1-0-0 Scale=1:92.2 5x6 Special 12 11 7.00 7 5x8= 2x4 I I 5x8 6 g g d 3x6 36 -7 38 39 40 41 42 3x8 % 35 35 3x6 12 3x8 J = • q 2x4 �� 4 13 q 3. •�,. hilk: g cy 43 2x4// id, 2x4 14 m 3 32 k 44 45 (91 2Ill& •ear.��_ ., o p . _r_. BLS., -/ 16i lig 25 46 47 24 23 48 22 21 49 20 50 19 18 51 52 17 `� 0 0 3x6 = 4x6 = II8x124x4= 3x6 = 4x6= 4x6= 5x84-6-0 8x8 = 5x8 = 4xfl I I I 4x4= 4x6= 7-8-7 15-7-3 I 22-0-0 i 28-0-0 I 34-4-13 I 42-3-9 1 50-0-0 7-8-7 7-10-11 6-4-13 6-0-0 6-4-13 7-10-11 7-8-7 Plate Offsets(X,Y)-- 12:0-0-0,0-0-41,18:0-4-0,0-2-01 110:0-4-0,0-1-12],115:0-0-0,0-0-4],]19:0-2-4,0-4-0],120:Edge,0-2-0],(21:0-3-4,0-1-6],122:0-4-4,0-2-8],123:0-1-12,0-2-41 LO TCLL ADING(psf) 25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP (Roof Plate Grip DOL 1.15 TC 0.66 Vert(LL) -0.13 17-19 >999 240 MT20 220/195 TCDLSnaw=25�O Lumber DOL 1.15 BC 0.41 Vert(TL) -0.25 17-19 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.95 Horz(TL) 0.05 15 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix-M) Weight 318 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-0-3 oc purlins,except BOT CHORD 2x4 OF No.1&Btr G*Except* 2-0-0 oc purlins(6-0-0 max.):6-10. 21-24,18-20:2x6 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0• - g, WEBS 2x4 DF Std G*Except* 6-0-0 oc bracing:22-23,20-22. e E{ t'•a a . 8-23,8-20,10-20:2x4 DFNo.1&BtrG WEBS 1 Row at midpt 6-23, • 8`�0- • �`ScS' 2 Rows at 1/3 pts 8-2, ANG N F,g /p MiTek recommends that S .• --and re uired cross bracin �- be installed during truss e- lo in a L� ccj � r :3$ •• ,bilizer C` Installation guide. REACTIONS. (lb/size) 2=832/0-5-8,22=2628/0-5-8,15=1162/0-5-8 Max Horz 2=-338(LC 8) Max Uplift2=-235(LC 52),22=-436(LC 12),15=-353(LC 13) Max Grav2=1111(LC 31),22=3375(LC 31),15=1562(LC 31) '7 OREGON ,c,4 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. <O '9Y 14, .°TOP-j- TOP CHORD 2-32=-1675/393,32-33=-1544/401,3-33=-1542/403,3-34=-1426/373,4-34=-1278/375, ` 4-5=-1275/386,5-35=-664/309,6-35=-401/329,6-36=-459/541,8-36=-461/541, y/�RR �-� 8-37=-571/576,37-38=-571/576,38-39=-571/576,39-40=-571/576,9-40=-571/576, 9-41=-571/576,10-41=-571/576,10-42=-1140/559,12-42=-1419/539,12-13=-2130/611, 13-43=-2146/601,14-43=-2295/598,14-44=-2409/627,44-45=-2410/625, EXPIRES: 12/31/2017 15-45=-2542/610 BOT CHORD 2-25=-389/1442,25-46=-288/953,46-47=-288/953,24-47=-288/953,23-24=-286/958, 23-48=-730/307,22-48=-730/307,21-22=-744/295,21-49=-725/307,20-49=-731/305, 20-50=-178/1104,19-50=-179/1103,18-19=-280/1666,18-51=-282/1664, 51-52=-282/1664,17-52=-282/1664,15-17=-429/2139 WEBS 3-25=-439/226,5-25=-84/546,5-23=-863/292,6-23=-702/337,8-23=-454/1818, .. RRlLL 8 8-22=-3208/1067,8-20=-530/1806,9-20=-717/256,10-20=-1348/313,10-19=-129/898, Jy WAS ¢. 12-19=-825/291,12-17=-83/519,14-17=-428/225 Q� lir,, `• NOTES- f� w,'v0 lA 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS / `.� (envelope)gable end zone and C-C Exterior(2)-1-0-0 to 4-0-0,Interior(1)4-0-0 to 10-10-1,Exterior(2)10-10-1 to 17-10-15,Interior(1) tft i 22-8-0 to 27-2-3,Exterior(2)32-1-1 to 51-0-0 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for j / reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ,d 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 .�, 51398 3)Unbalanced snow loads have been considered for this design. ©�� GI$1 FFR 4)This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs s`rfONAL- non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. May 5,2016 Continued on oaae 2 WARNING-Verify design �1M rdy g parameters and READ NOTES ON THIS AND INCLUDED ABTEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. NI Design valid for use only with MTekS connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MITek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quatily Criteria.DSB-89 and BCSI Building Component 250 Klug Cirde Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-Whitney A K1955830 B1600610 A07 CAL HIP 1 1 Job Reference(optional) Pro-Build Beaverton Truss,Beaverton,OR 97005 7.640 s Nov 10 2015 MiTek Industries,Inc.Thu May 05 07:10:40 2016 Page 2 ID:Vc75bHJneJNUPuZGIzRBaMyCdWs-RS4068nUPgfoH632mp94sNg6_xdngaUjTP09a4zJbVVT NOTES- 7)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 8)A plate rating reduction of 20%has been applied for the green lumber members. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 235 lb uplift at joint 2,436 lb uplift at joint 22 and 353 lb uplift at joint 15. 10)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)115 lb down and 207 lb up at 32-0-0 on top chord. The design/selection of such connection device(s)is the responsibility of others. 13)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-6=-64,6-7=-64,6-10=-64,10-11=-64,10-16=-64,26-29=-20 Concentrated Loads(Ib) Vert:41=-7(F) A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design void for use only with Mirek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-Whitney A K1955831 B2600610 A08 California 2 1 Job Reference(optional) Pro-Build Beaverton Truss,Beaverton,OR 97005 7.640 s Nov 10 2015 MiTek Industries,Inc. Thu May 05 07:12:30 2016 Page 1 I D:V c75b HJ n eJ NU PuZGIz RBaMyCd Ws-CcjbC m6U Wd WBUOU BCw7tKZN u3 HA6bJ Mwm Wg_Q izJbU I 22-2-12 30-6-8 0o169:65-3819-10-15 30-4-11 v -0-tl 6-5-10 i 6 5-70 i 16-6 3 0-019 2f-it- )3 4Q 21:j060 1320-31-11 II 36-6-31 I 43-6 6 6-5-10 I 6-5-10-0 5�-o-8 0-3-10 0-3-10 Scale=1:97.3 6x8 \\ 2-3-13 0-1-13 7.00 12 2x4 6x8= 10-2-2 61 31 7 32 18 33 3x6----- 3x6 3x6 3& 934 3x6 N 4 10 2x4\\ 29 35 4 2x4 1/ r4 3 11 \. 28 36 2 m1 ® _ / 13 m 21 37 38 20 19`18 39 17 16 15 14 6x8 = 4x8 H 4x6 = 3x6= 4x6 4x6 = 9x12 MT18H= 8x12= 4-6-0 4x4 = i 4x4 = 4x8 I1 22-2-12 8-2-12 19-5-8 122-0-0 0-4-q 27-10-0 I 30-6-8 41-9-4 I 50-0-o 8-2-12 11-2-12 2-6-8 11-1-4 4-6-0 2-8-8 111-2-12 8-2-12 0-2-12 Plate Offsets(X,Y)-- 12:0-0-0,0-0-41,18:0-3-8,0-1-81 112:0-0-0,0-0-41 116:0-4-12,0-4-81,117:0-4-8,Edge1,119:0-4-0,0-3-0),120:0-1-12,0-2-01,121:0-2-8,0-3-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.73 Vert(LL) -0.16 20-21 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.44 Vert(TL) -0.43 14-16 >763 180 MT18H 220/195 TCDL 7.0 Rep Stress lncr YES WB 0.97 Horz(TL) 0.03 12 n/a n/a BCLL 0.0 * Code IBC2012/TPI2007Matrix-M10% BCDL 10.0 ( ) Weight:322 lb FT= LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied or 4-8-2 oc purlins,except 6-8:2x6 DF No.2 2-0-0 oc purlins(10-0-0 max.):6-8. BOT CHORD 2x4 DF No.1&Btr G*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc• 18-21,15-17:2x6 DF No.2 WEBS 1 Row at midpt 5-20,9-1,, 9r n OFF 0 WEBS 2x4 DF Std G*Except* 2 Rows at 1/3 pts 8-19 '` '— 6-20,8-19,8-16,7-19,6-19:2x4 DFNo.1&BtrG • 5 GINE MiTek recommends that St--I48r quired cro 0a•' be installed during truss er, accordance with Stabiliz- 2-9 Installation guide. 4 ' 89200P r REACTIONS. (lb/size) 19=3029/0-5-8,2=651/0-5-8,12=925/0-5-8 Max Horz 2=-340(LC 10) Max Uplift19=-615(LC 12),2=-201(LC 12),12=-309(LC 13) Max Gray 19=3955(LC 31),2=870(LC 33),12=1160(LC 31) o OREGON 4 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. �L/ "D?� O� - TOP CHORD 2-28=-1131/201,3-28=-959/214,3-29=-963/243,4-29=-851/244,4-30=-706/257, Q j 4 2 P� 5-30=-670/259,5-6=0/843,6-31=0/1111,7-31=0/1111,7-32=0/1114,32-33=0/1114, /Gj 8-33=0/1114,8-9=-473/311,9-34=-1185/473,10-34=-1220/472,10-35=-1388/459, ER R t�-\- 11-35=-1567/458,11-36=-1547/424,12-36=-1720/411 BOT CHORD 2-21=-294/946,21-37=-282/411,37-38=-280/412,20-38=-280/413,19-20=-715/402, 18-19=-217/255,18-39=-215/270,17-39=-215/270,16-17=-228/261,15-16=-35/865, EXPIRES: 12/31/2017 14-15=-36/863,12-14=-246/1415 WEBS 3-21=-502/278,5-21=-158/844,5-20=-1151/396,6-20=-211/1123,8-19=-1995/359, 8-16=-167/1124,9-16=-1125/398,9-14=-170/744,11-14=-496/278,7-19=-981/307, 6-19=-2104/412 NOTES- - ,RRILL .q 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS a� WAS `� (envelope)gable end zone and C-C Exterior(2)-1-0-0 to 4-0-0,Interior(1)4-0-0 to 12-6-7,Exterior(2)12-6-7 to 37-5-9,Interior(1)37-5-9 •- 1 to 46-0-0 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate le 5, grip DOL=1.60 mss.-4,! •. O , 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 d/I• 3)Unbalanced snow loads have been considered for this design. �./ _. 4)This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs / non-concurrent with other live loads. A� 51348 �� 5)Provide adequate drainage to prevent water ponding. O<C� �4Gxs f Eg� 6)All plates are MT20 plates unless otherwise indicated. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. SSIONAL' 8)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 9)A plate rating reduction of 20%has been applied for the green lumber members. May 5,2016 Continued on oaae 2 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mil- Design valid for use only with MTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria.DSB-8?and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandna,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-Whitney A K1955831 81600610 A08 California 2 1 .. Job Reference(optional) Pro-Build Beaverton Truss,Beaverton,OR 97005 7.640 s Nov 10 2015 MiTek Industries,Inc. Thu May 05 07:12:31 2016 Page 2 ID:Vc75bHJneJNUPuZGIzRBaMyCdWs-hoH_P676Gxe26A2Nmde6snw3phVLKmc3_APXz8zJbUk NOTES- 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 615 lb uplift at joint 19,201 lb uplift at joint 2 and 309 lb uplift at joint 12. 11)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)345 lb down and 243 lb up at 19-11-9,and 130 lb down and 207 lb up at 30-0-7 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-6=-64,6-8=-64,8-13=-64,22-25=-20 Concentrated Loads(Ib) Vert:31=-246 33=-31 ram ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 • Job Truss Truss Type Qty Ply PLH-Whitney A K1955832 31600610 A09 California 3 1 Job Reference(optional) Pro-Build Beaverton Truss,Beaverton,OR 97005 7.640 s Nov 10 2015 MiTek Industries,Inc. Thu May 05 07:15:31 2016 Page 1 I D:Vc75bHJneJ NUPuZGIzRBaMyCd Ws-PR91 BfJ 1 tFJVhtgpzJRtK9kNg2FrW VDNZNAO3HizJbRw 22-2-12 30-6-8 p 19-10-15g.172}d p 30-4-11 p 110-0 6-5-10 I 16-510 16-6-3 0-11115 1-1-4r 24-80-0 132-3-1 III 36-6-31 6-5-10 I 50-0-0 6-5-10 51-03--CP 0-3-10 0-3-10 Scale=1:97.4 6x8\\ 2-3-13 0-1-13 70012 2x4 II 6x8 6I 7 10-2-2 31 18 �i 3x6 3x6',..."- 3x6 3(4 932 3x8 n 4 10 2x4 \\ 29 - 33 2x4 // T 3 11 28 34 W 1 2 \.- ,/ o f' :' --\ f 'g3 21 35 36 20 1918 37 17 16 15 14 4x6 = 7x14 MT1BH= 4x4= 12x20 = 8x8=8x12 = 4x6= 3x6= 4x8= 4-6-0 4x6= I 8-0-0 8-2ri2 19-5-8 1 22-2-12 a3-4-Q 27-10-0 1 3201-8-8 I 41-9-4 I 50-0-0 l 8-0-0 0-�-y 2 11-2-12 2-9-4 1 1-4 4-6-0 2-8-8 11-2-12 8-2-12 Plate Offsets(X,Y)-- 12:0-0-0,0-0-41,15:0-2-0,0-1-81 16:0-3-0,0-3-01,18:0-4-0,0-2-01 116:0-3-4,0-4-8),117:0-1-5,0-3-2],119:0-5-13,0-4-12] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.75 Vert(LL) -0.28 16-19 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.82 VertTL -0.54 16-19 >928 180 MT18H 220/195 BCLDL 0.0 *7.0 Rep Stress Incr YES WB 0.83 Horz(TL) 0.15 12 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix-M) Weight:322 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied or 2-7-11 oc purlins,except 6-8:2x6 DF No.2 2-0-0 oc purlins(4-3-4 max.):6-8. BOT CHORD 2x4 DF No.1&Btr G*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc• - 18-21,15-17:2x6 DF No.2 WEBS 1 Row at 2 Rows at 11 1/3pts5-210 &1 �� R 0pA-, WEBS 2x4 DF Std G*Except* 6-20,8-19,8-16,7-19,6-19:2x4 DF No.1&tiff G MiTek recommends that S- ��- t quired crogoj a:�6 . be installed during truss er- accordance with Stabiliz- Installationguide. Q 89200PF �<" REACTIONS. (lb/size) 21=2376/0-5-8,2=181/0-5-8,12=1771/0-5-8 Max Horz 2=340(LC 11) Max Uplift21=-466(LC 12),2=-72(LC 42),12=-399(LC 13) Max Grav 21=3108(LC 31),2=266(LC 33),12=2200(LC 31) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. oREGON\� (C7� TOP CHORD 2-28=-103/431,3-28=-81/523,3-29=-67/626,4-29=-54/637,4-30=-42/819, /Q 9t* 14,`2-(' 5-30=-39/844,5-6=-1772/530,6-7=-1593/595,7-31=-1592/592,8-31=-1592/592, 111 -R R I 0— ';?,\''8-9=-2392/633,9-32=-3168/736,10-32=-3207/734,10-33=-3386/721,11-33=-3563/720, 11-34=-3544/692,12-34=-3717/679 BOT CHORD 2-21=-478/260,21-35=-214/934,35-36=-214/935,20-36=-214/935,19-20=-167/1380, 18-19=-138/1804,18-37=-136/1886,17-37=-136/1886,16-17=-144/1872, EXPIRES: 12/31/2017 15-16=-331/2584,14-15=-332/2582,12-14=-465/3134 WEBS 3-21=-520/282,5-21=-2845/570,5-20=-82/822,6-20=-681/157,8-19=-582/149, 8-16=-156/1045,9-16=-1043/389,9-14=-160/650,11-14=-480/276,7-19=-932/295, 6-19=-315/1370 NOTES- _cG.$RILL 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS T��'-'WAS (envelope)gable end zone and C-C Exterior(2)-1-0-0 to 4-0-0,Interior(1)4-0-0 to 12-6-7,Exterior(2)12-6-7 to 37-5-9,Interior(1)37-5-9 J O� '`N' v to 46-0-0 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate ` G''2s s grip DOL=1.60 � '� O ,. 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 ti• �w 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs ,'i?/ non-concurrent with other live loads. •O Lk"51348 Q� 5)Provide adequate drainage to prevent water ponding. C--),,,,,�'G/S R `, 6)All plates are MT20 plates unless otherwise indicated. tSl� 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. s`s/ONALE�G 8)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 9)A plate rating reduction of 20%has been applied for the green lumber members. May 5,2016 Continued on oaae 2 I MOM A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not11111 a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiT®ke is always required for stability and to prevent colkspse 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/T711 Quality Criteria,DSB-119 and BCSI Building Component 250 Klug Circle Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona CA 92880 Job Truss Truss Type Qty Ply PLH-Whitney A K1955832 91600610 A09 California 3 1 Job Reference(optional) Pro-Build Beaverton Truss,Beaverton,OR 97005 7.640 s Nov 10 2015 MiTek Industries,Inc. Thu May 05 07:15:31 2016 Page 2 ID:Vc75bHJneJNUPuZGIzRBaMyCdWs-PR91 BfJ1 tFJWgpzJRtK9kNg2FrVWDNZNAD3HizJbRw NOTES- 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 466 lb uplift at joint 21,72 lb uplift at joint 2 and 399 lb uplift at joint 12. 11)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Nut Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiT�k" is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/T911 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-Whitney A 8/600610 A10 California 3 1 K1955833 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed May 04 13:42:13 2016 Page 1 ID:Vc75bHJ30-8-n uZGIzRBaMyCdWs-ntLpgN2pvY9v8x3yi5QJ7epbuZszdfOUCj?PoQzJrle 30-8-0 19-10-15 30-6-3 -'11-00-16-5-10 6-5-10 12-11-5 19-4-0 19103 23-5-8 F5-0-01 27-8-8 1 30-1-1 I 1 37-0-11 1 43-6-6 50-0-0 5�7-0-p 10 6-5-10 6-4-11 0-1-1 3-6-9 1-6-8 2-8-8 2-4-90-5-26-0.11 8-5-10 6-5-10 1r0- d 0-5-2 0-1-13Scale=1:107.5 8x12 8x12 7.00 12 3x8 3x6II 3x10% 3x8 6 28 7 29 8 3x8 3x8 i 'e 'e 3x8 3x10 ti 5x12 MT18H i ' 3x8 5x12 MT18H�� 9 w 4 10 30 T 2x4 \\ 26 �% 8 =.i 31 q 2x4 // ,p 7x14 MT18H% 3 11 x. 25 32 7x14 MT18H 2 „ 1O i 20 33 34 19 18 35 17 36 16 15 37 38 14 ,N, vo 4x4= 4x4= 4x8 = 4x4= 4x4 = 5x6 = 5x6= 8-2-12 19-4-0 23-5-8 0-01 27-8-8 1 30-8-0 I 41-9-4 i 50-0-0 I Plate Offsets(X.Y)-- 12:0-5-6.Edae1.[5:0-4-0,0-1-81.16:0-5-4.0-3-41,[8:0-5-4,0-3-41.19:0-4-0.0-1-81,112-0-5-26 Edge] [15:0-1-12,0-2-01.[19'0-1-12.0-2-018-2-12 19:0-1-12.0-2-01s 2 12 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.47 Vert(LL) 0.31 19-20 >999 240 MT20 220/195 (Roof Snow=25.0) p TCDL 7.0 Lumber DOL 1.15 BC 0.50 Vert(TL) -0.67 14-15 >898 180 MT18H 220/195 BCLL 0.0 * Rep Stress Incr YES WB 0.50 Horz(TL) 0.21 12 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 (Matrix-S) Weight:366 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied,except T4:2x8 DF SS 2-0-0 oc purlins(5-9-0 max.):6-8. BOT CHORD 2x6 DF 2250F 1.7E*Except* BOT CHORD Rigid ceiling directly applied. al 82:2x6 DF No.2 WEBS 1 Row at midpt 5-19,8- QSv7 P-• iF� WEBS 2x4 DF Std G*Except* s W4,W5,W6:2x4 DF No.1&Btr G be installed during truss er-MiTek recommends that Sta.' a•••dance withS��ilii WEDGE Left:2x6 SP No.2,Right:2x6 SP No.2 Installation guide. 89200PE 9r REACTIONS. (lb/size) 2=2164/0-5-8,12=2164/0-5-8 Max Horz 2=-339(LC 10) Max Uplift2=-437(LC 12),12=-437(LC 13) Cr Max Gray 2=2712(LC31),12=2712(LC31) - OREGON &4/ FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. /Q )` 14 VN � TOP CHORD 2-25=-4860/893,3-25=-4773/906,3-26=-4726/922,4-26=-4557/931,4-27=-4385/946, 5-27=-4349/948,5-6=-3451/837,6-28=-2822/830,7-28=-2823/829,7-29=-2823/829, ��R R 10, ,. 8-29=-2822/830,8-9=-3451/837,9-30=-4349/948,10-30=-4385/946,10-31=-4557/931, 11-31=-4726/922,11-32=-4773/906,12-32=-4860/893 BOT CHORD 2-20=-717/4148,20-33=-516/3549,33-34=-516/3549,19-34=-516/3549,18-19=-316/2795, EXPIRES: 12/31/2017 18-35=-316/2795,17-35=-316/2795,17-36=-316/2795,16-36=-316/2795, 15-16=-316/2795,15-37=-516/3549,37-38=-516/3549,14-38=-516/3549, 12-14=-651/4148 WEBS 3-20=-434/270,5-20=-165/855,5-19=-1114/388,6-19=-170/1199,8-17=-272/443, 8-15=-170/1198,9-15=-1114/388,9-14=-164/854,11-14=-434/270,7-17=-708/219, 6-17=-271/443 .10RRILL , NOTES- J\9 Of WAS `7J, 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS .� !:��Q (envelope)gable end zone and C-C Exterior(2)-1-0-0 to 4-0-0,Interior(1)4-0-0 to 12-6-2,Exterior(2)12-6-2 to 37-5-14,Interior(1) /',7 K 37-5-14 to 46-0-0 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber .� � �� DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 Z 3)Unbalanced snow loads have been considered for this design. r51 4)This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs ��0 ��$[34g �� non-concurrent with other live loads. r{� GISTER 5)Provide adequate drainage to prevent water ponding. 6)All plates are MT20 plates unless otherwise indicated. SS/0NAL'''G 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Continued on page 2 May 5,2016 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. AMM I Design valid for use only with M7ek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Add Additional incorporate designyinto the overall is always required for stability and to prevent collapse withguidance re and rd permanent bracing MiT®k® fabrication,storage,delivery,erection and bracing of trusss and possible personal see and property damage. For general regarding C the Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA�22314. Mo•DSB•89 and 8C51 Building Component 250 Klug Circle Corona,CA 92880 Job00610 1 Truss Truss Type Qty Ply PLH-Whitney A K1955833 616 A10 California 3 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed May 04 13:42:13 2016 Page 2 I D:Vc75bHJneJNUPuZGIzRBaMyCd Ws-ntLpgN2pvY9v8x3yi5QJ7epbuZszdfOUCj?PoQzJde NOTES- 8)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 9)A plate rating reduction of 20%has been applied for the green lumber members. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 437 lb uplift at joint 2 and 437 lb uplift at joint 12. 11)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and W gypsum sheetrock be applied directly to the bottom chord. 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE M11-7473 rev.10103/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall MiTek building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 250 Mug Circle fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/7P11 Quality Criteria,DSB-89 and BCSI Building Component 9 Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-Whitney A K1955834 8J600610 All California 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed May 04 13:42:16 2016 Page 1 ID:Vc75bHJneJNUPuZGIzRBaMyCdWs-BS1ySP4hCTYT?PoXND_1lGQOJnsSgxRwuhD3OlzJrlb 30-8-0 19-10-15 30-6-3 0 8-5-10 12-11-5 I 19-4-0 19-513 23-5-8 ?5-0-9 27-8-8 f30-1-1 III 37-0-11 } 43-6-6 1 50-0-0 5p-0-p -0-0 6-5-10 6-5-10 6-0-11 0-1-'19 3-6-9 1-6-8 2-8-8 2-4-90-1-13 6-4-11 6-5-10 6-5-10 1-0-d 0-5-2 0-5-2 Scale=1:108.4 12x20-- 12x20 7.00 112 3x8 ,--"' 3x6 3x8�� 4x8 - 3x8 6 V 3089 7. 3,1333,2 .4 35 3x8'..,-- 5x12 -, '` 3x8 4x8 5x12 MT18H WB i kw 3x8 5x12 MT18H WB q /7. ''� 10 36 '? 2x4 \\ 26 la ` 37 q 2x4 // m 7x14 MT18H- 3 25.0000000000.3"././° 38 MT18H'� W 1 2.1' �_ YI �'e� 01 "' I 0 r-• / *"%%%%%%Ni:17x14 '�. 13 12 W Iv 20 39 4019 18 41 17 42 16 15 43 44 14 4x4= 4x4 = 4x8 = 4x4 = 4x4= 5x12 MT18H= 5x12 MT18H= 8-2-12 19-4-0 I 23-5-8 -0-0127-8-8 130-8-0 I 41-9-4 I 50-0-0 8-2-12 11-1-4 4-1-86-8 2-8-8 2-11-8 11-1-4 8-2-12 Plate Offsets(X,Y)— [2:0-5-6,Edge],[5:0-3-4,0-2-0],[6:0-6-4,Edge],[8:0-6-4,Edge],[9:0-3-4,0-2-0],[12:0-5-6.Edge],[15:0-1-12.0-2-0].[19:0-1-12,0-2-0] L TOADING(psf) 25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.78 Vert(LL) -0.41 19-20 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.64 Vert(TL) -0.78 14-15 >772 180 MT18H 220/195 BCLL 0.0 * Rep Stress Incr YES WB 0.77 Horz(TL) 0.28 12 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix-S) Weight 370 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied,except T4:2x8 DF SS 2-0-0 oc purlins(4-6-12 max.):6-8. BOT CHORD 2x6 DF 2250F 1.7E*Except* BOT CHORD Rigid ceiling directly applied. WEBS B2:2x4 2x6 Std G*Except* WEBS 1 Row at midpt 5-19,9- �ptEa FR OFFS 0/4,0/5, 2x4 DF No.1&Btr G MiTek recommends that Sta.'zftr9.•.* , OTHERS 2x4 DF No.1&Btr G be installed during truss er- 1•a•••rdance with S t•ili - 1/ WEDGE Installation guide. 4:t- $9200PE -7_, Left:2x6 SP No.2,Right:2x6 SP No.2 REACTIONS. (lb/size) 2=2760/0-5-8,12=2760/0-5-8 Max Horz 2=-339(LC 10) fl Q Max Uplift2=-755(LC 12),12=-755(LC 13) yL OREGON41-1 Max Gray 2=3544(LC31),12=3544(LC 31) /Q '9r 14,2.0 P} FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. SFR R I!u•-\— TOP CHORD 2-25=-6507/1320,3-25=-6420/1333,3-26=-6371/1362,4-26=-6100/1363, 4-27=-6103/1378,5-27=-5992/1380,5-6=-5087/1201,6-28=-4464/1191, 28-29=-4468/1191,29-30=-4471/1192,30-31=4471/1192,7-31=-4474/1192, 7-32=-4475/1192,32-33=-4471/1192,33-34=-4471/1192,34-35=-4468/1191, EXPIRES: 12/31/2017 8-35=-4464/1191,8-9=-5087/1201,9-36=-5992/1378,10-36=-6103/1376, 10-37=-6100/1361,11-37=-6371/1360,11-38=-6420/1331,12-38=-6507/1318 BOT CHORD 2-20=-1259/5568,20-39=-1061/4998,39-40=-1061/4998,19-40=-1061/4998, 18-19=-808/4258,18-41=-808/4258,17-41=-808/4258,17-42=-709/4258, 16-42=-709/4258,15-16=-709/4258,15-43=-831/4998,43-44=-831/4998, 14-44=-831/4998,12-14=-1028/5568 .10,RRILL 41, , .q� WEBS 3-20=-423/281,5-20=-177/864,5-19=-1102/397,6-19=-173/1201,8-17=-378/823, WAS, `t 8-15=-173/1201,9-15=-1101/397,9-14=-175/863,11-14=-422/280,7-17=-928/492, O 6-17=-377/823 G' NOTES- 'c` }� dog a 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS ill (envelope)gable end zone and C-C Exterior(2)-1-0-0 to 4-0-0,Interior(1)4-0-0 to 12-6-2,Exterior(2)12-6-2 to 37-5-14,Interior(1) ;` s r 37-5-14 to 46-0-0 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber "d DOL=1.60 plate grip DOL=1.60 `*1.4,,,,,��GISTTg� 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1S .444 3)Unbalanced snow loads have been considered for this design. s I�NAL��G 4)This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. Continued on page 2 May 5,2016 I AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MIMIC REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not �x a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MITA' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-Whitney A K1955834 81600610 All California 1 1 v Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed May 04 13:42:16 2016 Page 2 I D:Vc75bHJneJNUPuZGIzRBaMyCd Ws-BS1 ySP4hCTYT?PoXND_1 IGQOJnsSgxRwuhD3OlzJrib NOTES- 5)Provide adequate drainage to prevent water ponding. 6)All plates are MT20 plates unless otherwise indicated. 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 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 9)A plate rating reduction of 20%has been applied for the green lumber members. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 755 lb uplift at joint 2 and 755 lb uplift at joint 12. 11)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and"4"gypsum sheetrock be applied directly to the bottom chord. 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)345 lb down and 243 lb up at 19-11-9,247 lb down and 188 lb up at 22-0-12,239 lb down and 187 lb up at 24-0-12,239 lb down and 187 lb up at 25-11-4,and 247 lb down and 188 lb up at 27-11-4,and 345 lb down and 243 lb up at 30-0-7 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASES) Standard 1)Dead+S now(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-6=-64,6-8=-64,8-13=-64,2-12=-20 Concentrated Loads(Ib) Vert:28=-246 29=-181 31=-169 32=-169 34=-181 35=-246 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTel&connectors.This design is based only upon parameters shown,and is for an individual building component,not ! a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria.DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-Whitney A 8.600610 Al2 K1955835 CAL HIP 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed May 04 13:42:19 2016 Page 1 ID:Vc75bHJneJNUPuZGIzRBaMyCdWs-c1 i45Q6aVOw2ssX62MXkNv2UM oL1FcMafSj?4zJrlY 17-10-15 32-2-9 -1-0-9 5-1-14 1 10-3-11 1 15-5-8 117-9-7 il 21-0-0 1 29-0-0 i 32-1-1 134-6-8 i 39-8-544-10-2 50-0-0 51-0-9 1-0- 5-1-14 5-1-13 5-1-13 2-3-15 3-1-1 8-0-0 3-1-1 0-1-8 5-1-13 I 5-1-13 I 5-1-14 1-0.6 0-1-8 2-3-15 Scale=1:102.2 2x4 H 2x4 7.00 112 8x12 -;.-- 7 13 2x4 7 9 14 8x12 6 r'4 4x4= 4x4 = A k 5x12 MT18H WB -5,- 3x6 �M,= _ - 1 ,� 3x6 i . ., sae' 5x12 MT18H WB \� 3x6 i 38 39 40 44� '�: 35 48 4 5 1617 0 2x4 \\ � ��"+,' 4 9 2x4 // v 7x14 MT18H i 3 V 32 18 7x14 MT18H o' 2.s - . 21x84 20 Allk co1 o I ac>t E7 .' �� 19 lg. 27 52 53 26 54 25 55 24 56 23 57 22 58 59 21 4x4 = 5x12 MT18H= 4x4 = 5x12 MT18H= 4x4 = 5x8= 5x8= 7-8-8 1 15-5-8 I 25-0-0 i 34-6-8 I 42-3-8 1 50-0-0 1 7-8-8 7-9-0 9-6-8 9-6-8 7-9-0 7-8-8 Plate Offsets(X.Y)-- [2:0-5-6.Edge].[19:0-5-6,Edge] TCLL OADING(P5f) 25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/def L/d PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.98 Vert(LL) -0.56 24 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.95 Vert(TL) -0.93 22-24 >643 180 MT18H 220/195 BCLL 0.0 Rep Stress Incr YES WB 0.94 Horz(TL) 0.33 19 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix-M) Weight 342 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied,except T3:2x6 DF No.2 2-0-0 oc purlins(2-3-6 max.):6-15. BOT CHORD 2x6 DF 2250F 1.7E*Except* BOT CHORD Rigid ceiling directly applied or 2-2-0 B2:2x6 DF No.2 e' PR•FF WEBS 1 Row at midpt t 0-26, , t a WEBS 2x4 DF Std G*Except MiTek recommends that Stas' 1� R� ni,• W4,W5:2x4 DF No.1&Btr G r �' 1 1 be installed during truss er- &u{1• a ••rdance with S t•ili OTHERS 2x4 DF No.1&Btr G Installation•uide. Ail 2"7 WEDGE .- •• - in Left:2x6 SP No.2,Right:2x6 SP No.2 REACTIONS. (lb/size) 2=3090/0-5-8,19=3090/0-5-8 Max Horz 2=-316(LC 50) 1) Cr Max Uplift2=-1088(LC 12),19=-1088(LC 13) 'yL 4 OREGON ACU Max Gray 2=3895(LC 31),19=3895(LC 31) /.O q) 14,2.6\ 4 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. SFR R i l--\-- O.. TOP CHORD 2-32=-7270/2025,32-33=-7162/2033,3-33=-7157/2035,3-34=-7035/1996, 4-34=-6883/1998,4-5=-6749/2010,5-35=-6113/1882,6-35=-5833/1901,6-8=-5145/1762, 8-36=-5154/1766,36-37=-5154/1766,10-37=-5154/1766,10-38=-6145/2124, 38-39=-6145/2124,39-40=-6145/2124,40-41=-6145/2124,41-42=-6145/2124, EXPIRES: 12/31/2017 42-43=-6145/2124,43-44=-6145/2124,44-45=-6145/2124,11-45=-6145/2124, 11-46=-5154/1765,46-47=-5154/1765,12-47=-5154/1765,12-15=-5145/1761, 15-48=-5833/1900,16-48=-6113/1881,16-17=-6749/2008,17-49=-6883/1996, 18-49=-7035/1995,18-50=-7158/2033,50-51=-7162/2031,19-51=-7270/2023 BOT CHORD 2-27=-1871/6253,27-52=-1680/5726,52-53=-1680/5726,26-53=-1680/5726, sF.RK�LL 26-54=-1889/6103,25-54=-1889/6103,25-55=-1889/6103,24-55=-1889/6103, lj 24-56=-1814/6103,23-56=-1814/6103,23-57=-1814/6103,22-57=-1814/6103, . ) WAS tet" 22-58=-1465/5726,58-59=-1465/5726,21-59=-1465/5726,19-21=-1656/6253 J O +�� WEBS 3-27=-456/229,5-27=-99/580,5-26=-877/301,6-26=-782/2379,10-26=-2021/954, jo 10-24=-166/406,11-24=-166/406,11-22=-2021/954,15-22=-783/2379,16-22=-877/301, .,,i0 __:-,;.:•, Q 16-21=-98/578,18-21=-456/22 • 9 �..2 "'� _� NOTES- r 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS "d (envelope)gable end zone and C-C Exterior(2)-1-0-0 to 4-0-0,Interior(1)4-0-0 to 10-10-1,Exterior(2)10-10-1 to 17-10-15,Interior(1) `f0. �4' 13985 STS react ons shown;Lumber DOL=1 60 plate grip DOL=1.60 ver left and right exposed;C-C for members and forces&MWFRS for �SSjONAL 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. Continued on page 2 May 5,2016 ®WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. AM, Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-B9 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-Whitney A K1955835 61600610 Al2 CAL HIP 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed May 04 13:42:19 2016 Page 2 ID:Vc75bHJneJNUPuZGIzRBaMyCdWs-c1 i45Q6aVOw2ssX62MXkNv2UM_oL1 FcMafSj?4zJrlY NOTES- 4)This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)All plates are MT20 plates unless otherwise indicated. 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 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 9)A plate rating reduction of 20%has been applied for the green lumber members. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1088 lb uplift at joint 2 and 1088 lb uplift at joint 19. 11)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)231 lb down and 265 lb up at 17-11-11,370 lb down and 267 lb up at 20-0-12,330 lb down and 267 lb up at 22-0-12,256 lb down and 261 lb up at 24-0-12,256 lb down and 261 lb up at 25-11-4,330 lb down and 267 lb up at 27-11-4,and 370 lb down and 267 lb up at 29-11-4,and 231 lb down and 265 lb up at 32-0-5 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-6=-64,6-7=-64,7-9=-114,8-36=-114,36-47=-64,12-47=-114,13-14=-114,14-15=-64,15-20=-64,2-19=-20 Concentrated Loads(Ib) Vert:36=-132 37=-300 38=-260 39=-186 44=-186 45=-260 46=-300 47=-132 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Maek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP11 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-Whitney A K1955836 81600610 A13 California 1 1 Job Reference(optional) Pro-Build Beaverton Truss,Beaverton,OR 97005 7.640 s Nov 10 2015 MiTek Industries,Inc. Thu May 05 07:17:18 2016 Page 1 I D:Vc75bHJneJNUPuZGIzRBaMyCd Ws-n07UeEb8h7oK1 GVX4PIQ?IJ35NN64ZIJ_KRDY?zJbQ F 15-10-15 34-6-6 15-7-7 34-4-9 -0 5-1-5 � 8 11 I 110- 5-1-5 2-7-3 2-6-1 33-71-105-8 $5--210I� 25-0-0 i 31-1-8 134-1-1 ill 39-8-5 142-3-8 44-10-2 1 50-0-0 51-0-9 9-1-1 6-1-8 2-11-9 5-1-15 2-7-3 2-6-10 5-1-14 1-0-d Scale=1:102.6 0-1-13 0-3-8 0-3-8 0-1-13 7x14 MT18H"� 7x14 MT18H - Special 4x4= 4x4 = Special 5 9 3031 6 32 33 .343537 7 36.3839. 840 7.00 12 i 0 .. ,m ,. ,1 3x6 � ` 3x6 4 9 2x4`• 27 28 \ . 41 q 26 2x4// O1 7x14 MT18H i 25 3 v 10 rn 4342 7x14 MT18H 2 44 1 �' CI lm .� /'-� J ® ® C. 3 if E. 12 11 iT Ia0n 20 19 18 45 17 166 47 15 4814 49 50 13 4x4= 8x8= 5x12 MT18H= 8x8= 8x12 4x4 8x8 = 4x4= 5x8 = 4x4 = 4x6= 1 7-8-8 13-10-8 15-5-19 21-0-0 1 25-0-0 1 29-0-0 131-1-81 34-6-6 1 42-3-8 50-0-0 7-8-8 6-2-0 -7-2 5-6-6 4-0-0 4-0-0 2-1-8 3-4-14 7-9-2 7-8-8 Plate Offsets(X,Y)-- 12:0-5-6,Edqe],15:0-4-7,0-3-81.17:0-1-12,0-2-01,18:0-4-4,0-3-8],[11:0-5-6,Edpe1,114:0-4-12,0-1-151,115:0-1-11,0-4-01,120:0-1-8,0-4-0] TCLL OADING(psf) 25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.94 Vert(LL) -0.66 14-16 >906 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.72 Vert(TL) -1.13 14-16 >531 180 MT18H 220/195 BCLL 0.0 * Rep Stress Incr YES WB 0.96 Horz(TL) 0.36 11 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix-S) Weight:346 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied,except 5-8:2x6 DF No.2 2-0-0 oc purlins(2-1-0 max.):5-8. BOT CHORD 2x6 DF 2250F 1.7E BOT CHORD Rigid ceiling directly applied. WEBS 2x4 DF Std G*Except* WEBS 1 Row at midpt 6-18,6-1-, -1;CD PR OFF 5-18,8-14:2x4 DF No.1&Btr G MiTek recommends that Stabi' („ WEDGEenc < . �� Left:2x6 DF No.2,Right:2x6 DF No.2 be installed during truss er-. l��f - .. lance with -t71 Installation guide. cz- REACTIONS. (lb/size) 2=3185/0-5-8,11=3185/0-5-8 89200PE ��' Max Horz 2=276(LC 11) Max Uplift2=-1140(LC 12),11=-1140(LC 13) Max Gray 2=3943(LC 31),11=3943(LC 31) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. ,�OREGON, G. �.., TOP CHORD 2-25=-7675/2237,3-28=7332/2200,4-28=-7048/2211,4-5=-6307/2106,0 5-29=-5300/1871,46, / 49 �O M 14,2°es 29-30=-5305/1872,30-31=-5309/1872,6-31=-5315/1875,6-32=-6333/2305, FR R I LA- 32-33=-6333/2305,33-34=-6333/2305,34-35=-6333/2305,35-36=-6333/2305, 36-37=-6333/2305,7-37=-6333/2305,7-38=-5244/1858,38-39=-5238/1856, 39-40=-5234/1856,8-40=-5230/1855,8-9=-6173/2073,9-41=-6764/2103, EXPIRES: 12/31/2017 10-41=-6966/2092,10-42=-7107/2130,42-43=-7144/2127,43-44=-7235/2119, 11-44=-7288/2117 BOT CHORD 2-20=-2032/6583,19-20=-1840/5968,18-19=-1837/5964,18-45=-2048/6278, 17-45=-2048/6278,17-46=-2048/6278,16-46=-2048/6278,16-47=-1972/6225, 15-47=-1972/6225,15-48=-1972/6217,14-48=-1974/6216,14-49=-1584/5742, 49-50=-1584/5740,13-50=-1586/5738,11-13=-1742/6249 vs0tRILL 8 WEBS 5-18=-832/2521,8-14=-816/2460,4-18=-950/313,4-20=-94/600,3-20=-519/233, WA$ 9-14=-881/341,9-13=-142/565,10-13=-540/231,6-18=-2012/968,6-16=-77/392, ' . av `t,>, 7-16=-76/447,7-14=-2091/992 ,N G'', 'C'� NOTES- .< •. 6;�r 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFR a r F�/ (envelope)gable end zone and C-C Exterior(2)-1-0-0 to 4-0-0,Interior(1)4-0-0 to 8-4-12,Exterior(2)8-4-12 to 15-5-10,Interior(1) dr 22-6-8 to 27-5-8,Exterior(2)34-6-6 to 51-0-0 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for .d 'M�'/ reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 51398 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 '.PC-) 6 ��GIS 1�R� 3)Unbalanced snow loads have been considered for this design. ss'ONAL' ' 4)This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. May 5,2016 dirfAnktqgnatsigliTg0 plates unless otherwise indicated. I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Wear connectors.This design is based only upon parameters shown,and is for an individual building component,not MIT I. a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPn Qualify Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-Whitney A K1955836 B1600610 A13 California 1 1 Job Reference(optional) Pro-Build Beaverton Truss,Beaverton,OR 97005 7.640 s Nov 10 2015 MiTek Industries,Inc. Thu May 05 07:17:18 2016 Page 2 I D:Vc75bHJneJNU PuZGIzRBaMyCd Ws-nO7UeEb8h7oK1 GVX4PIQ?IJ35NN64ZIJ_KRDY?zJbQF NOTES- 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 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 9)A plate rating reduction of 20%has been applied for the green lumber members. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1140 lb uplift at joint 2 and 1140 lb uplift at joint 11. 11)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and W gypsum sheetrock be applied directly to the bottom chord. 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)231 lb down and 265 lb up at 15-11-11,177 lb down and 125 lb up at 18-0-12,370 lb down and 267 lb up at 20-0-12,330 lb down and 267 lb up at 22-0-12,256 lb down and 261 lb up at 24-0-12,256 lb down and 261 lb up at 25-11-4,330 lb down and 267 lb up at 27-11-4,370 lb down and 267 lb up at 29-11-4,and 177 lb down and 125 lb up at 31-11-4,and 231 lb down and 265 lb up at 34-0-5 on top chord. The design/selection of such connection device(s)is the responsibility of others. 14)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-5=-64,5-8=-64,8-12=-64,2-11=-20 Concentrated Loads(Ib) Vert:29=-132 30=-142(B)31=-300 32=-260 34=-186 35=-186 37=-260 38=-300 39=-142(B)40=-132 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/BP11 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-Whitney A K1955837 B1600610 A14 California 1 1 Job Reference(optional) Pro-Build Beaverton Truss,Beaverton,OR 97005 7.640 s Nov 10 2015 MiTek Industries,Inc.Thu May 05 07:19:13 2016 Page 1 ID:Vc75bHJneJNUPuZGIzRBaMyCdWs-v8aynZ_HbSHOKxneJ3sO9YajEkZuWcAEQjop4rzJbOS 18-0-0 13-94100-15 38-4-9 -1-0-8 I 15920 -113 101-8 4-1-1 04-0-0 36-1-1Q-9 g 51-0-0 1-0- 5-8-8 7-0-0 6-1-8 0-10-8 4-1-1 0--8 0-1-13 5-9-2 5-8-8 i-o-d Scale=1:104.5 2-2-®-0-7 2-2-0 2x4 11 - ryoH 12x12 \\ j t81l 3x6 1'3 2x4 5 lj 4x4= 5x12 MT18H=4x6 = 14 12x12 // 7.00 112 4 8 9 11 Special 1. 15 3x6 36 37 38 39 40 4'� 42 44 .f 46 47 48 34 35 49 3x6\ 'Dr 3 16 7x14 MT18H 33 5 B 50 7x14 MT18H 4 51 n 2 oq1 �: ''.4.'''''!N- o 0 28 27 23 0 6 25 52 17 23 53 2221 54 20 19 2x4 II 9x16 MT18H= 5x8 =7x14 MT18H= 8x12 H 8x12 = 2x4 H 4x12 = 4x8 8x12 = 4x4 = 4x4 = 5-8-8 11-5-10 13-10-8 18-0-0 25-0-0 31-1-8 3 -0 0 38-6-6 44-3-8 50-0-0 5-8-8 5-9-2 2-4-14 4-1-8 7-0-0 6-1-8 0-10-8 6-6-6 5-9-2 5-8-8 Plate Offsets(X,Y)-- 12:0-5-6,Edgel,f 17:0-5-6,Edgel,[20:0-3-8,0-4-01,121:0-8-4,0-3-91,125:0-2-12,0-2-0],127:0-2-8,0-4-01 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 0.93 Vert(LL) -0.79 21-23 >756 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.98 Vert(TL) -1.33 21-23 >450 180 MT18H 220/195 TCDL 7.0 Rep Stress Incr YES WB 0.84 Horz(TL) 0.42 17 n/a n/a BCLL 0.0 BCDL 10.0 * Code IBC2012/TP12007 (Matrix-S) Weight:352 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied,except 4-10,10-15:2x6 DF 2250F 1.7E 2-0-0 oc purlins(2-9-6 max.):4-15. BOT CHORD 2x6 DF 2250F 1.7E BOT CHORD Rigid ceiling directly applied. pD WEBS 2x4 DF Std G*Except* WEBS 1 Row at midpt 8-25,11- ,951171 OFFS, 4-25,8-23,11-23,15-21:2x4 DF No.1&BtrG Mitek recommends that Stabi' �' •• vett, :�► WEDGE be installed during truss ere• tg - lance with 'a' 2 Left:2x6 DF No.2,Right:2x6 DF No.2 Installation guide. <Gr 89200PE �r REACTIONS. (lb/size) 2=3377/0-5-8,17=3320/0-5-8 Max Horz 2=250(LC 51) Max Uplift2=-1374(LC 12),17=-1336(LC 13) Max Grav2=4156(LC 31),17=4088(LC 31) C1 / cr OREGON skid FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 7L .4_,, /,9 � TOP CHORD 2-33=-7590/2544,33-34=-7498/2545,3-34=-7423/2557,3-35=-7068/2563, Q Y 1 4,24P� 4-35=-6759/2585,4-6=-8463/3465,6-36=-8463/3465,36-37=-8463/3465, QJ 8-37=-8463/3465,8-38=-9019/3788,38-39=-9019/3788,39-40=-9019/3788, FR R I,--\' 40-41=-9019/3788,41-42=-9019/3788,9-42=-9019/3788,9-43=-9019/3788, 10-43=-9019/3788,10-44=-9019/3788,44-45=-9019/3788,45-46=-9019/3788, 11-46=-9019/3788,11-47=-8155/3306,47-48=-8155/3306,12-48=-8155/3306, EXPIRES: 12/31/2017 12-15=-8155/3306,15-49=-6494/2462,16-49=-6804/2440,16-50=-7352/2502, 50-51=-7424/2490,17-51=-7518/2489 BOT CHORD 2-28=-2270/6476,27-28=-2270/6476,26-27=-2176/6001,25-26=-2182/6040, 25-52=-3249/8463,24-52=-3249/8463,23-24=-3249/8463,23-53=-2988/8155, 22-53=-2988/8155,21-22=-2908/7894,21-54=-1909/5824,20-54=-1911/5821, 19-20=-2053/6412,17-19=-2053/6412 1 BRILL ., WEBS 9-23=-1093/805,3-27=-760/336,4-27=-131/490,8-25=-1918/1074,15-20=-174/486, WAS�,` 16-20=-795/289,16-19=0/256,11-21=-1991/1096,4-25=-1584/3471,8-23=-589/1008, `S O 11-23=-750/1381,15-21=-1573/3430 f,, P fir ,;,, :. %�� ••.1. 4"' NOTES- - 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS ' (envelope)gable end zone and C-C Exterior(2)-1-0-0 to 4-0-0,Interior(1)4-0-0 to 6-10-1,Exterior(2)6-10-1 to 13-10-15,Interior) 20-8-8 to 29-3-8,Exterior(2)36-1-1 to 51-0-0 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for A 4k' reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 'r, 4 . 13 8,0 / 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. sS/ONAL'1 4)This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. May 5,2016 Nrivhektesymigro plates unless otherwise indicated. 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE 811-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Meek®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 Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-Whitney A K1955837 B1600610 A14 California 1 1 Job Reference(optional) Pro-Build Beaverton Truss,Beaverton,OR 97005 7.640 s Nov 10 2015 MiTek Industries,Inc. Thu May 05 07:19:13 2016 Page 2 I D:Vc75bHJneJ NUPuZGIzRBaMyCd Ws-v8aynZ_HbSH01GmeJ3s09YajEkZu WcAEQjop4rzJbOS NOTES- 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 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 9)A plate rating reduction of 20%has been applied for the green lumber members. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1374 lb uplift at joint 2 and 1336 lb uplift at joint 17. 11)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and Y.'gypsum sheetrock be applied directly to the bottom chord. 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)221 lb down and 287 lb up at 13-11-9,329 lb down and 253 lb up at 16-0-12,304 lb down and 236 lb up at 18-0-12,370 lb down and 267 lb up at 20-0-12,246 lb down and 276 lb up at 22-0-12,257 lb down and 285 lb up at 24-0-12,257 lb down and 285 lb up at 25-11-4,246 lb down and 276 lb up at 27-11-4,370 lb down and 267 lb up at 29-11-4,255 lb down and 205 lb up at 31-11-4,and 171 lb down and 125 lb up at 33-11-4,and 221 lb down and 287 lb up at 36-0-7 on top chord. The design/selection of such connection device(s)is the responsibility of others. 14)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-4=-64,4-5=-64,5-7=-114,6-36=-114,36-48=-64,12-48=-114,13-14=-114,14-15=-64,15-18=-64,2-17=-20 Concentrated Loads(Ib) Vert:10=-149 8=-234 11=-185 36=-122 37=-263 38=-300 41=-149 42=-157 43=-157 46=-300 47=-136(B)48=-122 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MFre kx is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-Whitney A 81600610 A15 California 1 1 K1955838 Pro-Build Beaverton Truss,Beaverton,OR 97005 Job Reference(optional) 7.640 s Nov 10 2015 MiTek Industries,Inc. Wed May 04 15:51:36 2016 Page 1 I D:Vc75bHJneJNU PuZGIzRBaMyCd Ws-1 e3JbVRbvr55cfRpMbecwcwJL3xxujN0742B7JzJp_5 13-10-8 Q 11-10-15 38-6-6 -0-0 11-0-4 5-8-8 1 15-9-20 11- 37 18-0- 7-0-0 I 6 1-8 3�0.p 38-1-1 3814044-3-8 50-0-0 5--O p 8 0-10- 6-1-1 0- 5-9-2 5-8-8 1r-O- 0-3-8 0-1-13 Scale=1:104.2 1-11-9 9x12 MT18H\\ 2x4 I I 9x12 MT18H// Special 4x4 = 5x12 MT18H=4x6= Special 7.00 12 4 2'30 ,31 ,5 3 33 4 5 6 36 7 38- 8 • 46,.41 42 9 43 �,� _ .. a .. 'A 3x6 h 991 � 3x6 7x14 MT18H i 6 10 27 l qq I le 65 Irj. 2 457x14 MT18H 4 `�. e ' _, _ 20 19 4618 17 47 1615 48 14 o d 22 21 I 17-3-0 13 2x4 8x12 = 5x6 =7x14 MT18H= 8x12 = II 12x20 II 8x12 = 2x4 II 0.x8 = 4x8 4x4 = 4x4= 1 5-8-8 1 11-5-10 3-10-81 18-0-0 1 25-0-031-1-8 3R-0/0 38-6-6 44-3-8 50-0-0 5-8-8 5-9-2 2-4-14 4-1-8 7-0-0 i 6-1-8 0-10-8 6-6-6 I 55-9-2 1 5-8-8 Plate Offsets(X,Y)-- 12:0-5-6,Edge],[4:0-3-8,0-3-8],19:0-3-8,0-3-8],(11:0-5-6,Edge],114:0-3-12,0-4-0],[15:0-10-0,0-3-9],119:0-2-4,0-2-0],[21:0-1-8,0-4-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP (Roof TCLL 25.0 Plate Grip DOL 1.15 TC 0.98 Vert(LL) -0.71 15-17 >842 240 MT20 220/195 TCDLSnow=25�j0 Lumber DOL 1.15 BC 0.91 Vert(TL) -1.26 15-17 >475 180 MT18H 220/195 BCLL 0.0 * Rep Stress Incr YES WB 0.73 Horz(TL) 0.40 11 n/a n/a BCDL 10.0 Code IBC2012RPI2007 (Matrix-5) Weight:342 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied,except 4-7,7-9:2x6 DF 2250F 1.7E 2-0-0 oc purlins(3-0-0 max.):4-9. BOT CHORD 2x6 DF 2250F 1.7E BOT CHORD Rigid ceiling directly applied. WEBS 2x4 DF Std G*Except* WEBS 1 Row at midpt 5-19,8-1 • v:e-,5P R OFF 4-19,5-17,8-17,9-15:2x4 DF No.1&Btr G MiTek recommends that Stabi („`s WEDGE ;eici, Left:2x6 DF No.2,Right:2x6 DF No.2 be installed during truss er-• �� lance with -t81 -'�?- Installation guide. REACTIONS. (lb/size) 2=3290/0-5-8,11=3287/0-5-8 ,r - 89200PE ��' Max Horz 2=-206(LC 50) Max Uplift2=-1468(LC 12),11=-1469(LC 13) Max Grav2=4009(LC 31),11=4008(LC 31) Q FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. -L OREGON b. ,E�� TOP CHORD 2-27=-7109/2734,27-28=-6943/2739,3-28=-6869/2747,3-4=-6555/2777, 4-29=-7726/3624,29-30=-7726/3624,30-31=-7726/3624,31-32=-7726/3624, /O �wr q1 4'20 s 5-32=-7726/3624,5-33=-8307/4008,33-34=-8307/4008,34-35=-8307/4008, `� R R 10.- 35-36=-8307/4008,6-36=-8307/4008,6-37=-8307/4008,7-37=-8307/4008, 7-38=-8307/4008,38-39=-8307/4008,8-39=-8307/4008,8-40=-7592/3567, 40-41=-7592/3567,41-42=-7592/3567,42-43=-7592/3567,9-43=-7592/3567, EXPIRES: 12/31/2017 9-10=-6437/2734,10-44=-6925/2771,44-45=-6999/2764,11-45=-7165/2759 BOT CHORD 2-22=-2406/6065,21-22=-2406/6065,20-21=-2305/5542,19-20=-2312/5578, 19-46=-3411/7726,18-46=-3411/7726,17-18=-3411/7726,17-47=-3278/7592, 16-47=-3278/7592,15-16=-3190/7349,15-48=-2143/5491,14-48=-2146/5488, 13-14=-2287/6111,11-13=-2287/6111 WEBS 6-17=-968/795,3-21=-820/369,4-21=-161/549,5-19=-1673/1089,9-14=-213/554, _ RRILL 10-14=-841/317,10-13=0/256,8-15=-1777/1135,4-19=-1634/3108,5-17=-586/945, lr" q 8-17=-654/1099,9-15=-1654/3120 ,.,4" ) Ov WASA:, t'1, NOTES- OR y- GAO��1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFR ._ •r tt.,.. • r (envelope)gable end zone and C-C Exterior(2)-1-0-0 to 4-0-0,Interior(1)4-0-0 to 4-6-9,Exterior(2)4-6-9 to 11-7-6,Interior(1)18-8-4 to 'I 31-3-12,Exterior(2)38-4-10 to 51-0-0 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions �r shown;Lumber DOL=1.60 plate grip DOL=1.60 i" 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;ExpB;FullyExp.;Ct=1 �� ,�, 51398 ,� ) e9 ry 3)Unbalanced snow loads have been considered for this design. '62, 4sGISTh' ' 4)This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs S G non-concurrent with other live loads. Sj�NAL 5)Provide adequate drainage to prevent water ponding. 6)All plates are MT20 plates unless otherwise indicated. G7dthIAMoigi fbmSpElen designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. May 5,2 16 _ 1 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,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 Quoin,/Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312•Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-Whitney A K1955838 61600610 A15 California 1 1 Job Reference(optional) Pro-Build Beaverton Truss,Beaverton,OR 97005 7.640 s Nov 10 2015 MiTek Industries,Inc. Wed May 04 15:51:36 2016 Page 2 ID:Vc75bHJneJNUPuZGIzRBaMyCdWs-1 e3JbVRbvr55cfRpMbecwcwJL3uuUjN0742B7JzJp_5 NOTES- 8)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 9)A plate rating reduction of 20%has been applied for the green lumber members. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1468 lb uplift at joint 2 and 1469 lb uplift at joint 11. 11)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and' "gypsum sheetrock be applied directly to the bottom chord. 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)190 lb down and 265 lb up at 11-11-11,262 lb down and 177 lb up at 14-0-12,329 lb down and 253 lb up at 16-0-12,182 lb down and 210 lb up at 18-0-12,238 lb down and 269 lb up at 20-0-12,246 lb down and 276 lb up at 22-0-12,257 lb down and 285 lb up at 24-0-12,257 lb down and 285 lb up at 25-11-4,246 lb down and 276 lb up at 27-11-4,238 lb down and 269 lb up at 29-11-4,182 lb down and 210 lb up at 31-11-4,313 lb down and 256 lb up at 33-11-4,and 262 lb down and 177 lb up at 35-11-4,and 190 lb down and 265 lb up at 38-0-5 on top chord. The design/selection of such connection device(s)is the responsibility of others. 14)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-4=-64,4-9=-64,9-12=-64,2-11=-20 Concentrated Loads(Ib) Vert 7=-149 5=-82 8=-92 29=-91 30=-227(B)31=-263 34=-162 35=-149 36=-157 37=-157 38=-162 41=-243 42=-227(B)43=-91 MOM A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mit Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall 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/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-Whitney A 81600610 A16 California 1 1 K1955839 Pro-Build Beaverton Truss,Beaverton,OR 97005 Job Reference(optional) 7.640 s Nov 10 2015 MiTek Industries,Inc. Wed May 04 15:49:01 2016 Page 1 I D:Vc75bHJneJNUPuZGIzRBaMyCd Ws-3gCj3VZNPDZ4 Wr40nXZG8x?xza3CgdyCUT?UAozJpOW -11-r0--N 44--00--00 37--588 p-2105--715, 133--1110-9-8 104-70 271--6I 28-6-0 I31-0-0 I 35-6-0 � 40-1-1 42-6-8 � 46-0-0 1 50-0-0 5]-0-p7-0-0 2-6-0 4-6-0 4-7-1 2-5-7 3-5-8 4-0-0 1-0-d Scale=1:103.5 10x10 i 2x4 II 7.00 12 5 4x6= 4x8 = 4x4 = 4x6 = 12 10x10 4 0000.9 X30 631 �7 8 32 933 10 3435 11 2x4 s, W e rah rsa ml r �1 2x4 i 7x14M1Z18H�i 3 I !_� 57 CS 13 7x14 MT18H q ewe 24 22 21 19 0 0 4x4 = ?3 17-3-020 4W _ 18 4x4= 17 4x4= 16 5x8 = 7x14 MT18H B = 8x12 = 8x12 8x12 = 8x12= 4x4= W 4x12= 8x8 = 4x4 = 4x4= 15-0-0 31-1-8 7-5-813-10-8 14t60 21-6-0 28-6-0 31-0 0 35-6-0 42!>-8 50-0-0 7-5-8 6-5-0 017-61 6-6-0 I 7-0-0 2-6-0 4-4-8 7-0-8 7-5-8 i 0-6-0 0-1-8 Plate Offsets(X,Y)-- [2:0-5-6,Edge],[4:0-5-0,0-3-4],[10:0-2-4,0-2-0],[14:0-5-6,Edge],[16:0-3-12,0-4-0],[17:0-8-11,0-2-10],[19:0-2-4,0-2-01[22:0-2-0,0-2-4],[23:0-1-10,0-3-15], [24:0-3-12,0-4-0] LTCLL OADING(psf) 25 0 SPACING- 2-0-0 CSI. DEFL. in (lac) I/deft L/d PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.56 Vert(LL) -0.96 19-21 >628 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.81 Vert(TL) -1.76 19-21 >340 180 MT18H 220/195 BCLL 0.0 Rep Stress Incr YES WB 0.74 Horz(TL) 0.38 14 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix-M) Weight 350 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied or 2-5-8 oc purlins,except 8-11,4-8:2x6 DF 2250F 1.7E 2-0-0 oc purlins(2-8-4 max.):4-11. n BOT CHORD 2x6 DF 2250F 1.7E BOT CHORD Rigid ceiling directly applied or 6-5- 7•s• =a?R OFFS WEBS 2x4 DF Std G*Except* �- 4-22,6-21,9-21,10-19,11-17:2x4 DF No.1&Btr G bMe instek alled truss that Stabi �,� . OTHERS 2x4 DF No.1&Btr G be installed during truss er • �� ...•lance with t�i �jt WEDGE Installation guide. 444 Left:2x6 DF No.2,Right:2x6 DF No.2 `� 89200PE fit' REACTIONS. (lb/size) 2=2311/0-5-8,14=2311/0-5-8 Max Horz 2=-202(LC 8) Max Uplift2=-498(LC 9),14=-498(LC 8) Cr} Cr Max Grav2=2712(LC 30),14=2712(LC 30) y/Q Y/ r y 4,`ZOREGON 11 l� FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. G ' - 'e- TOP CHORD 2-3=-5125/1539,3-4=-5183/1563,4-29=-8335/2398,29-30=-8335/2398,6-30=-8335/2398, FR R 6-31=-9667/2602,31-32=-9667/2602,7-32=-9667/2602,7-8=-9667/2602, 8-9=-9667/2602,9-33=-9711/2618,33-34=-9711/2618,10-34=-9711/2618, 10-35=-7874/2282,35-36=-7874/2282,11-36=-7874/2282,11-13=-5175/1562, EXPIRES: 12/31/2017 13-14=-5119/1538 BOT CHORD 2-24=-1218/4403,23-24=-1242/4592,22-23=-1237/4580,21-22=-1984/8335, 20-21=-2205/9711,19-20=-2205/9711,18-19=-1869/7874,17-18=-1872/7878, 16-17=-1236/4570,14-16=-1217/4399 WEBS 4-22=-890/4280,6-21=-452/1513,7-21=-582/253,9-21=-268/220,10-19=-556/2087, 10-17=-1931/533,11-17=-839/3823,6-22=-1642/481,9-19=-543/295 LL NOTES- .l° O� ,_,` � 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS , C '� (envelope)gable end zone and C-C Exterior(2)-1-0-0 to 14-6-0,Interior(1)14-6-0 to 35-3-14,Exterior(2)35-3-14 to 42-4-11 zone; i, %f';�",•' 'p cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ,/ +�'� : dig 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. ,� 4)This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs .p �; non-concurrent with other live loads. '1 51398 5)Provide adequate drainage to prevent water ponding. 9rt -01ST '9' ' 6)All plates are MT20 plates unless otherwise indicated. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. s`rIONALti�b 8)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. May 5,2016 g,fR1Aatg alpfscretuction of 20%has been applied for the green lumber members. 1 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MMTek' 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 Quail,Criteria,DSB-89 and SCSI BuNding Component 250(tug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312 Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty PlyPLH-Whitney A K1955839 81600610 A16 California 1 1 Job Reference(optional) Pro-Build Beaverton Truss,Beaverton,OR 97005 7.640 s Nov 10 2015 MiTek Industries,Inc. Wed May 04 15:49:01 2016 Page 2 I D:V c75 b H J n eJ N U P uZG I z R Ba MyC d Ws-3q Cj 3 V ZN P DZ4 Wr40 n XZG Bx?xz e3C g dyC UT?U Aoz J p O W NOTES- 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 498 lb uplift at joint 2 and 498 lb uplift at joint 14. 11)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. 111 Design valid for use onlywith Weld)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 Rug Circle Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-Whitney A K1955840 B1600610 A17 California 1 1 Job Reference(optional) Pro-Build Beaverton Truss,Beaverton,OR 97005 7.640 s Nov 10 2015 MiTek Industries,Inc. Wed May 04 15:46:44 2016 Page 1 o �� r ID:Vc75bHJneJNUPuZGIzRBaMyCdWs-aTQwJfuRg71Wan6hFGb842gWSMH04eM1z J=ksEzJp2f 1-0-d 4-0-0 I 3-5-8 70-5-'75 15-170-9 104_660 7-0-0 I 28-6-0 ,31-0-0 I 35-6-0 F 42-1-1 42.5 8 46-0-0 I 50-0-0 5]-0-p 7-0-0 2-6-0 4-6-0 6-7-1 0-- 3-5-8 4-0-0 1-0- Scale=1:103.5 9x12 MT18H\\ 2x4 I I 7.001-1-2- 4x6 = 5x12 MT18H= 4x4 = 4x8= 10x10 // 4 27.28 29 30 5 1 32 33 6 �4 2§ 38 _ 379_39 41141 42 9 43 44 4645 1-148 2x4 I`; _ _ _ ireiii - tai' - _ - _ _ _ _ N 7x14 MT18H i 3 � - 1 2x4 i WI117x14 MT18H1 s-. _IID _ - V 2 vYI j�,� r.d� rt• , mar- = ��'._� 1312 W m 22 20 19 17 4x4= ?1 17-3-018 4x8- 16 4x4= 154x4 = 14 8x12 = 4x4= 5x8 = 7x14 MT18H WB = 9x16 MT18H=12x12 I I 4x4= 8x12 = 8x8= 4x12 4x4= 15-0-0 31-1-8 7-5-8 I 13-10-8 1440, 21-6-0 I 28-6-0 131-0-0 I 35-6-0 i 42-6-8 50-0-0 7-5-8 6-5-0 &7- 6-6-0 7-0-0 2-6-0 4-4-8 7-0-8 7-5-8 0-6-0 0-1.8 Plate Offsets(X,Y)- [2:0-5-6,Edge],[4:0-3-8,0-3-8],[5:0-2-12,0-2-0],[9:0-3-9,0-2-0],[10:0-3-8,0-4-8],[12:0-5-6,Edge],[14:0-3-8,0-4-0],[15:0-8-15,0-3-5],[17:0-3-9,0-2-0],[20:0-2-4 ,0-2-0],122:0-3-4,0-4-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.63 VertLL -1.01 17-19 >597 240 MT20 220/195 TCDLSnow=25.)0 Lumber DOL 1.15 BC 0.86 Vert(TL) -1.93 17-19 >311 180 MT18H 220/195 BCLL 0.0 Rep Stress Incr YES WB 0.78 Horz(TL) 0.42 12 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix-M) Weight 344 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied or 2-4-6 oc purlins,except 7-10,4-7:2x6 DF 2250F 1.7E 2-0-0 oc purlins(2-6-4 max.):4-10. BOT CHORD 2x6 DF 2250F 1.7E BOT CHORD Rigid ceiling directly applied or 4-4- •p c b.P R O/C-��s WEBS 2x4 DF Std G*Except* WEBS 1 Row at midpt 4-20, 4-20,5-19,8-19,9-17,10-15:2x4 DF No.1&BtrG GSE /n OTHERS 2x4 DF No.1&Btr G MiTek recommends that S- Iquired cro �jla•' 92 WEDGE be installed during truss er- accordance with Stabiliz- -q Installation guide. 4- ' 89200PF r Left:2x6 DF No.2,Right:2x6 DF No.2 REACTIONS. (lb/size) 2=2893/0-5-8,12=2871/0-5-8 Max Horz 2=-139(LC 10) CI Max Uplift2=-1319(LC 12),12=-1310(LC 13) OREGON �ct Max Grav2=3420(LC 31),12=3398(LC 31) 74_ 43 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. 'o qr 14,2Q\ .4 TOP CHORD 2-3=-6081/2515,3-4=-5825/2505,4-27=-8950/4227,27-28=-8950/4227, '-R R 1 0.- 28-29=-8950/4227,29-30=-8950/4227,30-31=-8950/4227,5-31=-8950/4227, 5-32=-10380/5005,32-33=-10380/5005,33-34=-10380/5005,34-35=-10380/5005, 6-35=-10380/5005,6-36=-10380/5005,7-36=-10380/5005,7-37=-10380/5005, EXPIRES: 12/31/2017 37-38=-10380/5005,38-39=-10380/5005,8-39=-10380/5005,8-40=-10397/5011, 40-41=-10397/5011,41-42=-10397/5011,42-43=-10397/5011,9-43=-10397/5011, 9-44=-8375/3955,44-45=-8375/3955,45-46=-8375/3955,46-47=-8375/3955, 47-48=-8375/3955,10-48=-8375/3955,10-11=-5773/2482,11-12=-6032/2494 BOT CHORD 2-22=-2176/5197,21-22=-2145/5058,20-21=-2138/5046,19-20=-4107/8950, 18-19=-4876/10397,17-18=-4876/10397,16-17=3767/8375,15-16=-3771/8380, ORRILL 8 14-15=-2023/4998,12-14=-2064/5156 WEBS 4-22=-171/436,420=-2283/4505,5-19=-952/1722,6-19=-651/528,9-17=-1259/2363, OO WAS'IIT,,y`t,), 9-15=-2017/1194,10-15=-2066/3994,10-14=-119/405,5-20=-1754/1070,8-17=-675/540, C 'C' 3-22=-450/302,11-14=-450/300 ��Nti "� - f . O NOTES- aON f<v%, 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-0-0 to 14-8-2,Interior(1)14-8-2 to 35-3-14,Exterior(2)35-3-14 to 42-4-11 zone; A i 4 13 cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 1=40,4,' ,f,�GjSR� k 51398 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 ��� Unbalanced snow loads have been considered for this design. S G 4)This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs SINAL non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. May 5,2016 NA,Ifinme*,88iggo plates unless otherwise indicated. I WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. IMM 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/fell QUOIN,/Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-Whitney A K1955840 B1600610 A17 California 1 1 • Job Reference(optional) Pro-Build Beaverton Truss,Beaverton,OR 97005 7.640 s Nov 10 2015 MiTek Industries,Inc. Wed May 04 15:46:44 2016 Page 2 I D:Vc75bHJneJ NUPuZGIzRBaMyCd Ws-aTQwJfu Rg71 Wan6hFGb842q WSMH04eM 1 zfJksEzJp2f NOTES- 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 wide will fit between the bottom chord and any other members. 9)A plate rating reduction of 20%has been applied for the green lumber members. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1319 lb uplift at joint 2 and 1310 lb uplift at joint 12. 11)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)115 lb down and 204 lb up at 7-11-9,138 lb down and 150 lb up at 10-0-12 ,202 lb down and 205 lb up at 12-0-12,257 lb down and 251 lb up at 14-0-12,234 lb down and 262 lb up at 16-0-12,158 lb down and 179 lb up at 18-0-12,172 lb down and 200 lb up at 20-0-12,177 lb down and 206 lb up at 22-0-12,180 lb down and 211 lb up at 24-0-12,180 lb down and 211 lb up at 25-11-4,177 lb down and 206 lb up at 27-11-4,172 lb down and 200 lb up at 29-11-4,180 lb down and 210 lb up at 31-11-4,180 lb down and 210 lb up at 33-11-4,260 lb down and 256 lb up at 35-11-4,202 lb down and 205 lb up at 37-11-4,and 138 lb down and 150 lb up at 39-11-4,and 115 lb down and 204 lb up at 42-0-7 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-4=-64,4-10=-64,10-13=-64,2-12=-20 Concentrated Loads(Ib) Vert:27=-2 28=-57 30=-132 31=-190 32=-164 33=-26 34=-51 36=-58 37=-65 38=-65 39=-58 41=-51 42=-64 43=-71 44=-190 45=-132 47=-57 48=-2 MINIM A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. t Design valid for use only with Milek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the budding designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Qualify Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 • Job Truss Truss Type Qty Ply PLH-Whitney A 81600610 A18 CAL HIP 1 K1955841 3 Job Reference(optional) Pro-Build Beaverton Truss,Beaverton,OR 97005 7.640 s Nov 10 2015 MiTek Industries,Inc.Wed May 04 15:43:28 2016 Page 1 ID:Vc75bHJneJNUPuZGIzRBaMyCdWs-JmagAeXUgvcK3f70m64A8ij1 VLPN9_dBv9rM_bzJp5j -1-0-p 5-5-8 5-1F1/15 10-7-0 I 13-10-8 5-8-8 22-4-1 28-11-9 131-0-0j 35-7-2 I 40-0-13 44-1-1 44 -8 50-0-0 5T-0 - 5-5-8 0--7 4-8-1 3-3-8 1-10-0 6-7-9 6-7-8 2-0-7 4-7-2 4-5-11 4-0-4 05-7 5-5-8 i-0-� -0 Scale=1:92.8 8x8= 7.00 112 2x4 11 4x8 = 2x4 II 4x8 = 4x8 = 4x4= 2x4 H6x8 = 3 29•-, 4 - 5 2 9 10 3. 6 7 31 8 _ _ _ _ _ 33 11 s m a B m r� 11 - 6' —n .71.-74 12 o/ - 21 20 18 '\ Io 24 23 ���� �� 16 15 14 2x4 11 34 8x8 =g2--""'11 17-3-019 35 2x47 7x14 MT18H 5x10 = 2x4 36 4x6 = 8x12= 4x8= 8x12= 4x6 = 9x16 MT18H= 7x14 MT18H= 4x4= I 5-5-8 1 10-7-0 1 13-10-8 15-8-81 22-4-1 28-11-9 131-0-01 35-7-2 40-0-13 1 44-6-8 i 50-0-0 1 5-5-8 5-1-8 3-3-8 1-10-0 6-7-9 6-7-8 2-0-7 4-7-2 4-5-11 4-5-11 5-5-8 Plate Offsets(X,Y)-- [2:0-3-0,0-1-101,[3:0-5-10,Edge1,111:0-4-0,0-1-4],[12:0-3-0,0-1-101,[16:0-9-8,0-3-0],[23:0-5-2,0-2-0] TOCLL ADING(psf) 5 0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.53 Vert(LL) -0.92 18-20 >652 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.81 Vert(TL) -1.88 18-20 >320 180 MT18H 220/195 BCLL 0.0 Rep Stress Incr NO WB 0.86 Horz(TL) 0.36 12 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix-M) Weight 933 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,except 3-7,7-11:2x6 DF No.2 2-0-0 oc purlins(5-6-0 max.):3-11. BOT CHORD 2x6 DF No.2*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 16-19,19-23:2x6 DF 2250F 1.7E WEBS 2x4 DF Std G*Except* 3-23:2x4 DF No.1&Btr G <CQ, D P R pFFss ��5 �NGINE�cw4 '© REACTIONS. (lb/size) 2=3994/0-5-8,12=3994/0-5-8 � 'fj Max Horz 2=-106(LC 8) 89200PE ��' Max Uplift2=-1355(LC 7),12=-1355(LC 6) Max Gray 2=4510(LC 28),12=4510(LC 28) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. Q TOP CHORD 2-3=-9004/2829,3-29=-14517/4556,4-29=-14517/4556,4-5=-14469/4534, p A-OREGON lV 5-30=-22267/7085,6-30=-22267/7085,6-31=-22267/7085,7-31=-22267/7085, L "� D 7-8=-22267/7085,8-32=-17585/5506,9-32=-17585/5506,9-10=-12611/3959, /0 .44- 14 2°\ -,- 10-33=-12611/3959,11-33=-12611/3959,11-12=-8999/2830 /� �Q BOT CHORD 2-24=-2510/7879,24-34=-2526/7890,23-34=-2526/7897,22-23=-6303/20039, FR R L�- 21-22=-6295/20021,20-21=-6295/20021,19-20=-7049/22259,19-35=-7049/22259, 18-35=-7049/22259,17-18=-7049/22259,16-17=-7055/22273,15-16=-5410/17490, 15-36=-2422/7862,14-36=-2422/7862,12-14=-2417/7873 EXPIRES: 12/31/2017 WEBS 3-24=-149/260,3-23=-2389/7578,4-23=-916/435,5-23=-6388/2045,5-20=-915/2414, 6-20=-816/547,8-16=-5101/1764,9-16=-586/2290,9-15=-5882/1875,10-15=-740/362, 11-15=-1849/5818,11-14=0/324,5-21=-202/1264,8-18=-141/1166 NOTES- (17) ir*"_a LL 6 1)3-ply truss to be connected together with 10d(0.120"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. 1 F Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. QF ��O /'-` -YC ,�' Webs connected as follows:2x4-1 row at 0-9-0 oc. & < Q, A• O 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 i connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone;cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 ,1w1 44, 4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 1© ,�,�51398 .cc, 5)Unbalanced snow loads have been considered for this design. +(`,, GIST'ER "' 6)This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs SS non-concurrent with other live loads. IDNAL 7)Provide adequate drainage to prevent water ponding. 8)All plates are MT20 plates unless otherwise indicated. May 5,2016 641,rTthl]3ftHISfi INApgen designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MlI-7473 rev.10103/2015 BEFORE USE. mit Design valid for use only with MTek®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/Mit Quality Criteria.OSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-Whitney A K1955841 B1600610 A18 CAL HIP 1 3 Job Reference(optional) Pro-Build Beaverton Truss,Beaverton,OR 97005 7.640 s Nov 10 2015 MiTek Industries,Inc. Wed May 04 15:43:29 2016 Page 2 ID:Vc75bHJneJNUPuZGIzRBaMyCdWs-nyBCQ_X6bCkBhpiDKpbPgwFCFIIcuRtKBpawWlzJp5i NOTES- (17) 10)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 11)A plate rating reduction of 20%has been applied for the green lumber members. 12)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1355 lb uplift at joint 2 and 1355 lb uplift at joint 12. 13)Girder carries hip end with 6-0-0 end setback. 14)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 15)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)434 lb down and 233 lb up at 44-4-11,and 434 lb down and 233 lb up at 5-7-5 on top chord. The design/selection of such connection device(s)is the responsibility of others. 17)Refer to Structural Engineer of Record For Final uplift values at bearing points on girders. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-64,3-11=-121,11-13=-64,2-12=-38(F=-18) Concentrated Loads(Ib) Vert:3=-288 11=-288 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mifek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Informalon available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-Whitney A K1955842 Bi600610 B01 GABLE 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed May 04 13:42:36 2016 Page 1 I D:Vc75bHJneJNUPuZGIzRBaMyCd Ws-cI EWWJ EUd3ePTKNYQLjZUFVsgdmW4sUp366bzJrl H 1 4-0-0 I 11-10-8 1 13-10-8 1 21-9-0 I 27-10-8 26-10-6 4-0-0 7-10-8 2-0-0 7-10-8 6-1-8 1-0-0 4x6 = Scale=1:63.3 9 ►1 8 10 7.00 11238 12 7 37 : , 6 ; P: 145 16 0.7 1 9 fs 28 3qqj 27 `...3r 17 -. g C•17_ ,exb hh fl .a I I PIN 'd 't. IB o 24 3923 3x6 II 22 40 21 20 19 3x6 5x8 = LUS24 5x6 5x10= 3x6 LUS24 3x6 H 3x4 - LUS24 3x10 LUS24 LUS24 1 4-0-0 I 11-10-8 1 13-10-8 1 21-9-0 I 27-10-8 I 4-0-0 7-10-8 2-0-0 7-10-8 6-1-8 Plate Offsets(X,Y)-- [2:0-2-15.Edge].116:0-2-15.Edge1.120:0-2-0.0-3-0],[23:0-3-8,0-3-0].[26:0-1-12,0-1-81,127:0-1-12.0-1-8] TCLL OADING(psf) 25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.55 Vert(LL) -0.27 23 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.85 Vert(TL) -0.48 23 >692 180 BCLL 0.0 * Rep Stress Incr NO WB 0.79 Horz(TL) 0.06 17 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 (Matrix-M) Weight:210 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied or 4-5-9 oc purlins. 72,74:2x6 DF No.2 BOT CHORD Rigid ceiling directly applied or 9-1-12 oc brach_ BOT CHORD 2x6 DF No.2 JOINTS 1 Brace at Jt(s):5,11,25,26,15,31 }7 WEBS 2x4 DF Std G*Except* D. ROFc MiTek recommends that Stabili W1:2x6 DF No.2 be installed duringtruss ere --*, 114 i OTHERS 2x4 DF Std G �+ �� Installation guide. ,� REACTIONS. (lb/size) 1=1259/Mechanical,17=1278/0-5-8 `r 89200PE �t"" Max Horz 1=-245(LC 24) Max Upliftl=-398(LC 10),17=-382(LC 11) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 0 44/rt TOP CHORD 1-2=-2051/652,2-3=-1461/494,3-6=-1407/515,6-37=-1423/551,7-37=-1384/553, -7 OREGON 7-8=-1401/581,8-9=-1382/602,9-10=-1382/588,10-38=-1392/548,12-38=-1418/543, �j �1xi 2 Q'�N r� 12-14=-1416/515,14-16=-1447/493,16-17=-2067/608,2-4=-568/308,4-5=-555/312, Y. 14, P+ 5-23=-477/215,11-20=-887/514,11-13=-691/334,13-15=-617/279,15-16=-581/251 '14 'F?RIO- BOT CHORD 1-24=-645/1727,24-39=-645/1723,23-39=-645/1723,23-40=-567/1529,22-40=-567/1529, 21-22=-567/1529,20-21=-567/1529,19-20=-409/1717,17-19=-408/1720 WEBS 5-29=-454/304,25-29=-454/304,25-28=-454/304,28-31=-454/304,27-31=-454/304, 26-27=-454/304,26-30=-454/304,11-30=-454/304,20-26=-271/621,22-31=-137/299, EXPIRES: 12/31/7017 16-19=0/285,9-27=-486/1106 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone;cantilever left and right exposed;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 .05R—RILL 8 Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. J0 WAS 14 3)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 • 4' 0 4)Unbalanced snow loads have been considered for this design.5)This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs .lnon-concurrent with other live loads. ' - 6)All plates are 2x4 MT20 unless otherwise indicated. 1L 7)Gable studs spaced at 2-0-0 oc. �4,,,T 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Arfi 51398 W� 9)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will Q�(��'FGIS 1 fit between the bottom chord and any other members. 10)A plate rating reduction of 20%has been applied for the green lumber members. s`SIONALG 11)Refer to girder(s)for truss to truss connections. Continued on page 2 May 5,2016 I MIMI ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEI(REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,notINIII a truss system.Before use,the budding designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and 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 BuRding Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandna,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-Whitney A 1(1955842 B1600610 B01 GABLE 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed May 04 13:42:36 2016 Page 2 ID:Vc75bHJneJNUPuZGIzRBaMyCdWs-cIEWlFJEUd3ePTKNYQLjZUFVsgdmW 4SUp366bzJrIH NOTES- 12)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 398 lb uplift at joint 1 and 382 lb uplift at joint 17. 13)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 14)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 15)Use Simpson Strong-Tie LUS24(4-10d Girder,2-10d Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max.starting at 7-11-4 from the left end to 15-6-12 to connect truss(es)to front face of bottom chord. 16)Fill all nail holes where hanger is in contact with lumber. 17)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-64,2-9=-64,9-16=-64,16-18=-64,17-32=-20 Concentrated Loads(Ib) Vert:21=-26(F)20=-26(F)22=-26(F)39=-26(F)40=-26(F) A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 5111-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not t 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 Safely information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-Whitney A K1955843 B4600610 CAP1 CAL HIP 2 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed May 04 13:42:37 2016 Page 1 I D:Vc75bHJneJNUPuZGIzRBaMyCdWs-4UousaKsFwBV0dvZ68sy6iomDEAWFcgOjSpge1 zJrIG I 2-0-0 8-1-11 10-1-11 2-0-0 6-1-11 2-0-0 Scale=1:17.9 7.001-1-2- 4x4 2x4 4x4 ill 0 4 5 9 4 1 O o o O o 0 4 N 8 7 6 3x4 i 2x4 II 2x4 II 2x4 II 3x4 I 10-1-11 10-1-11 Plate Offsets(X.Y)-- [2:0-1-12.0-2-0],[4:0-1-12,0-2-0] TOADING(psf) 25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP CLL(Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.19 Vert(LL) n/a - n/a 999 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.05 Vert(TL) n/a - n/a 999 BCLL 0.0 * Rep Stress Incr YES WB 0.06 Horz(TL) 0.00 6 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix) Weight:31 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins,except BOT CHORD 2x4 DF No.1&Btr G 2-0-0 oc purlins(6-0-0 max.):2-4. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 6-0-0 0�.(•� ,� ' ..P R 0 . S MiTek recommends that Stabili - r-• ' -ii- • erik. + be installed during truss ere '•r<iD-- i k••t ' 7 Installation guide. C? �j REACTIONS. All bearings 10-2-2. �v y (Ib)- Max Horz 1=-21(LC 8) 89200PE r Max Uplift All uplift 100 lb or less at joint(s)1,5,8,6,7 Max Gray All reactions 250 lb or less at joint(s)1,5 except 8=268(LC 29),6=268(LC 29),7=526(LC 29) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. G Z?OREGON tv� WEBS 3-7=-453/184 /6 '47/' 14,ZQN Pt" NOTES- 'qVI, R R 11-- -- 1)Wind:ASCE 7-10;Vult=l40mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 EXPIRES: 12/31/2017 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Categoryll;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. 5)Gable requires continuous bottom chord bearing. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will _`BRILL fit between the bottom chord and any other members. ,1 lr" q 8)A plate rating reduction of 20%has been applied for the green lumber members. ,...i ) Ov WASAr, `'i j, 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,5,8,6,7. + C '4.-- 10)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. r'�w , �•� 1p 11)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building '� {.f'4 +- '• -- designer. ••' 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. / �169''''-'4:s';' �, 51348 �� �+ �GIS7 ER ' ssIONA311811:141 L$�G May 5,2016 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. -- Design valid for use only with MTek i connectors.This design is based only upon parameters shown,and is for an individual building component,not mit a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent bucking 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/1PI1 Quality Cdteda,DSB-89 and BCSI Mang Component 250 Klug Circle Safety Informaton available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-Whitney A K1955844 B1600610 CAP2 CAL HIP 2 1 P Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed May 04 13:42:38 2016 Page 1 I D:Vc75bHJneJ NUPuZGIzRBaMyCd Ws-YhMG4wLVOEJMen UIfrNBevLxxeTR_3P9y6YDATzJr1F I 4-0-0 I 6-1-11 I10-1-11 I 4-0-0 2-1-11 4-0-0 Scale=1:18.1 6x6 4x4 7.00 112 8 340 0 '4 N f°rV ' N 9 7 4 1 0 0 ININ O 0 0 6 5 3x4-� 2x4 ( 3x4= 3x4 I 10-1-11 I 10-1-11 Plate Offsets(X.Y)-- [1:0-0-5,Edge].[2:0-2-10.0-3-0].[3:0-1-12,0-2-0].[4:0-1-13,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.19 Vert(LL) n/a - n/a 999 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.14 Vert(TL) n/a - n/a 999 TCDL 7.0 Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 4 n/a n/a BCLL 0.0 BCDL 10.0 * Code IBC2012/TP12007 (Matrix) Weight:38 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,except BOT CHORD 2x4 DF No.1&Btr G 2-0-0 oc purlins(6-0-0 max.):2-3. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0•-. -4 qpR QF ^ MiTek recommends that Stabili bre be installed during truss ere r.D--- -ArMIi� •- „ 7 Installation guide. ,c.? REACTIONS. All bearings 10-2-2. Q 89200 P E c--- (lb)- Max Horz 1=-55(LC 8) • Max Uplift All uplift 100 lb or less at joint(s)1,4,6,5 Max Gray All reactions 250 lb or less at joint(s)1,4 except 6=301(LC 30),5=355(LC 30) A_OREGON �lti FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 7G "/! ,`t< NOTES- <Q 14,2��C} 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111 mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS /1/1 -R RIL\_. (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 EXPIRES' 12/31/2017 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. 5)Gable requires continuous bottom chord bearing. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. gjt.II.,L, is 8)A plate rating reduction of 20%has been applied for the green lumber members. WA - 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,4,6,5. o� `t1 10)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. - C 11)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building i2`' O DA designer. 1'F.--4: 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. • ,-e, ,=k°51348 w� cr42, -GISTOR e SSr0NAL I.C' May 5,2016 I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE Mll-7473 rev.10/03/2015 BEFORE USE. la Design valid for use only with MTedS connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI(TPI1 Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safely information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandna,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-Whitney A Bi 600610 CAP3 KINGPOST 3 1 K1955845 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed May 04 13:42:38 2016 Page 1 ID:Vc75bHJneJNUPuZGIzRBaMyCd Ws-Yh MG4wLVOEJMenUIfrNBevLwseTN_319y6YDATzJrI F 5-0-13 I 10- 11-1 5-0-14 4x4 = Scale=1:20.6 2 7.00 112 6 5 1 3 . o I0 0 0 0 0 I0 4 0 3x4 = 4 2x4 3x4= I 5-0-13 I 10-1-11 5-0-13 5-0-14 Plate Offsets(X,Y)-- [1:0-2-13.0-1-8],12:0-2-0.0-2-8].[3:0-0-5,0-1-8] TCLL OADING(psf) 25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.19 Vert(LL) n/a - n/a 999 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.14 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 (Matrix) Weight:33 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc brac',• WEBS 2x4 DF Std G MiTek recommends that Stabilizer . 12 Oir4R-l. • be installed during truss erectio.,IR-.A •G - ,,At, Installation guide. REACTIONS. (lb/size) 1=191/10-2-2,3=191/10-2-2,4=425/10-2-2 I ' ' Fg 01 Max Horz 1=-80(LC 8) Max Upliftl=-56(LC 12),3=-66(LC 13),4=-61(LC 12) `� 89200PE �r Max Gray 1=195(LC 18),3=195(LC 19),4=425(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-4=-260/119 © CC yL ,�OREGON b, qty NOTES- +� 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS /� As 4'20�Q� (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for FR R 1‘.-\- reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. EXPIRES: 12/31/2017 4)Gable requires continuous bottom chord bearing. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)A plate rating reduction of 20%has been applied for the green lumber members. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,3,4. 9)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 1j t & 10)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building Jv o WAS�,` `t designer. Q t h - / A 4k"''19 4 ' i'5IS1ATRL )w v-vG May 5,2016 I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. 11111 IIII Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek° is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/1P11 Quality Crtieda,OSB-89 and BCSI BuIlding Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandna,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-Whitney A K1955846 81600610 D01 Common Supported Gable 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed May 04 13:42:39 2016 Page 1 I D:Vc75bHJneJNUPuZGIzRBaMyCd Ws-OtveHGM7nYRCGx2yDZuQB7t7P2r9jWh I BminiwzJr1E -1-0-0 1 6-1-8 I 12-3-0 1 13-3-0 1 1-0-0 6-1-8 6-1-8 1-0-0 4x4 = Scale=1:25.1 5 6 700112 4 16 _ 15 ,` 7 3 III iiir8 : 2 ` 9 V 1 X <XX XXXXXXXXXXX;<XXXXXXXXXX XXX XXXXXXXX 14 13 12 11 10 3x4 3x4= I 12-3-0 I 12-3-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.08 Vert(LL) 0.00 9 n/r 90 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.04 Vert(TL) 0.00 9 n/r 120 TCDL 7.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 8 n/a n/a BCLL 0.0 * Code IBC2012/TPI2007 (Matrix) Weight:54 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 DF Std G MiTek recommends that Stabilizers and =• • - .racing be installed during truss erection,i /•3 cptpit oz. S-r Installation guide. �\Co NAO N ,cR 0,22 REACTIONS. All bearings 12-3-0. (Ib)- Max Horz 2=119(LC 11) Max Uplift All uplift 100 lb or less at joint(s)2,8,13,14,11,10 4Z 89200 P E -7_,.. Max Gray All reactions 250 lb or less at joint(s)2,8,12,13,14,11,10 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 0 OREGON �(/ <� 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS 7L 21 ,`p, (envelope)gable end zone and C-C Corner(3)-1-0-0 to 2-1-8,Exterior(2)2-1-8 to 3-1-8,Comer(3)3-1-8 to 6-1-8,Exterior(2)9-1-8 to /..0 -4 14 'Z.° Q+ 10-1-8 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate A Ql grip DOL=1.60 '11, R R ILA- 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 7-10J Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 EXPIRES:_12/31/2017 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 6)All plates are 2x4 MT20 unless otherwise indicated. 7)Gable requires continuous bottom chord bearing. 8)Gable studs spaced at 2-0-0 oc. RRILL, & 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. WAS `t 10)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will >, fit between the bottom chord and any other members. / G 11)A plate rating reduction of 20%has been applied for the green lumber members. w• 12)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,8,13,14,11,10. i u sr. 13)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. / AP �, 51398 Wk °4' �crsA8: s�lONA � a May 5,2016 1 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. IIII Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-Whitney A K1955847 Bi 600610 D02 Common 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed May 04 13:42:40 2016 Page 1 ID:Vc75bHJneJNUPuZGIzRBaMyCdWs-U3T0VcNIYrZ3t5d8nGPf)KQFCS97SyvSPQ1 KFMzJrID 1 -1-0-0 1 6-1-8 12-3-0 I 1-0-0 6-1-8 6-1-8 4x4= Scale=1:25.9 3 10 7.00 1214 15 13 12 4 2 pi v % ` Iv � o 9 KM ►/ 5 ►t 3x6 = 2x4 34 = 1 6-1-8 12-3-0 6-1-8 8-1-8 Plate Offsets(X.Y)-- [2:0-6-0,0-0-7]•[4:0-6-0.0-0-6] TCLL LOADING(psf) 25 0 SPACING- 2-0-0 CSI. DEFL. in floc) I/deft Ud PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.27 Vert(LL) -0.02 5-8 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.19 Vert(TL) -0.06 5-8 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.10 Horz(TL) 0.01 4 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix-M) Weight:43 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc brac' . WEBS 2x4 DF Std G MiTek recommends that Stabilize - : -.0'421[40- •r-'.. be installed during truss erectio.,iv(,•- •G - r r,Aee Installation guide. REACTIONS. (Ib/size) 4=514/0-5-8,2=579/0-5-8 �� �.N FR p7. Max Horz 2=114(LC 9) Max Uplift4=-117(LC 13),2=-148(LC 12) 892001 E �t" FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-12=-587/130,12-13=-502/138,13-14=-492/140,3-14=-471/151,3-15=-483/150, 4-15=-587/138 45BOT CHORD 2-5=-38/425,4-5=-38/425 7 G OREGON tx As NOTES- /0 �f��` 14,`-°\ + 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111 mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS SFR R rr L` (envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 3-1-8,Exterior(2)3-1-8 to 6-1-8 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 EXPIRES: 12/31/2017 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. `�RRILL 7)A plate rating reduction of 20%has been applied for the green lumber members. Z+� �q 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)4=117, J� OF WASItr, Q� 2=148. • W 9)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. /44;41$11.* G� � .4 ,,,#-.;2- .'" • -.11111 rtt. � O* SS�OG5NA3T4LE8:-(;6"1441 May 5,2016 WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with M1eLfB 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 budding of individual truss web and/or chord members only.Additional temporary and permanent bracing AITk is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MeV fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPll Quality Criteria,OSB-89 and BCSI Building Component 250 Klug Circle Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-Whitney A K1955848 61600610 F01 GABLE 1 1 k Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed May 04 13:42:40 2016 Page 1 ID:Vc75bHJneJNUPuZGIzRBaMyCdWs-U3T0VcNIYrZ3t5d8nGPfjKQIWSAkSySSPQ1KFMzJilD 1 -1-0-0 1 4-0-0 I 8-0-0 19-0-0 1 1-0-0 4-0-0 4-0-0 1-0-0 Scale=1:19.8 4x4 = 3 7.00 I12 14 13 4 2 , q — 5 0 0 1 ♦ 6 2x4 H 3x4 = 3x4 = I 4-0-0i 8-0-0 I 4-0-0 4-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.12 Vert(LL) -0.01 6-9 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.08 Vert(TL) -0.01 6-9 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.07 Horz(TL) 0.00 4 n/a n/a BCLL 0.0 * Code IBC2012/TP12007 (Matrix-M) Weight:30 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Std G MiTek recommends that Stabilizers and -' • -- .racing be installed during truss erection,i -.;.I•T cW4t,a.:• -r Installation euide. .....� REACTIONS. (lb/size) 2=400/0-5-8,4=400/0-5-8 �,�� �N Eig 0 Max Horz 2=84(LC 11) Max Uplift2=-106(LC 12),4=-106(LC 13) 89200PE r FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-13=-357/89,3-13=-291/95,3-14=-291/95,4-14=-357/89 BOT CHORD 2-6=-3/252,4-6=-3/252 OREGON 44/ NOTES- -7L/ 4q Ni A, 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS O Y'' 14 2..., P�- (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 �FR RIO- 2) IO-2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp 8;Fully Exp.;Ct=1 EXPI RES' 12/31/2017 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 6)Gable studs spaced at 2-0-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will t, 1 RILL & fit between the bottom chord and any other members. WA$N,, 9)A plate rating reduction of 20%has been applied for the green lumber members. +1 o 44 `7> 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)2=106, `" /yam ' C� 4=106. /A�'��f=��_,._. O tStii 11)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. (( . , .16� +,51398 A, GISTER SSIONAL'�G May 5,2016 I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. 11111" Design void for use only with Milek®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 forstability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria.DSB-89 and SCSI Building Component 250 Rug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-Whitney A K1955849 Bi 600610 F02 COMMON 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed May 04 13:42:41 2016 Page 1 I D:Vc75bHJneJNUPuZGIzRBaMyCdWs-yG1PiyNNJ9hwVECKLzxuGYzTGrWzBPibe4ntnozJrlC -1-0-0 1 4-0-0 8-0-0 1 9-0-0 I 1-0-0 4-0-0 4-0-0 1-0-0 Scale=1:19.8 4x4 = 3 7.00 I 14 13 4 2 4 4 -- `fl 5 Io 1 6 2x4 I I 3x4 = 3x4 = 1 4-0-0 I 8-0-0 I 4-0-0 4-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.12 Vert(LL) -0.01 6-12 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.08 Vert(TL) -0.01 6-12 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.07 Horz(TL) 0.00 4 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 (Matrix-M) Weight:30 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Std G MiTek recommends that Stabilizers and 'p�--- •racing be installed during truss erection,it -•.•is 7 cP�(v�tK) tab -r Installation guide. "' REACTIONS. (lb/size) 2=400/0-5-8,4=400/0-5-8 �Co� F.N�I N� ••,„ s/62 Max Horz Max Upl ft2=8406(LC(LC 112),4=-106(LC 13)) 44 �17 89200PE 1--- FORCES. FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-13=-357/89,3-13=-291/95,3-14=-291/95,4-14=-357/89 BOT CHORD 2-6=-3/252,4-6=-3/252 NOTES- -7 4OREGON tU�, 1)Wind:ASCE 7-10;VuIt=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS ,/O x4". 14 20'` -- (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for A �Q' reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 R R L� 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs EXPIRES: 12/31/2017 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. 7)A plate rating reduction of 20%has been applied for the green lumber members. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)2=106, ALL 4=106. f1 y. 9)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. .J�'" of WASJ-r>. '7>, 0 "22_ '-,)' ("' a. Wj d1© 4,,,51398„0 rte GISTEV ' SSIONAL' �G mii May 5,2016 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MTek®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 'TeleM is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the IYI fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPD Quality Criteria,DSB-89 and BCSI Building Component 250 Rug Circle Safety Informa8on available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandna,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-Whitney A K1955850 B1600610 F03 Common 1 1 +f Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed May 04 13:42:41 2016 Page 1 I D:Vc75bHJneJ NUPuZGIzRBaMyCdWs-yG1PiyNNJ9hwVECKLzxuGYzTKrWrBPhbe4ntnozJrlC 1 4-0-0 i 8-0-0 I 4-0-0 4-0-0 4x4 = Scale=1:18.9 2 7.00 112 r1 12 11 • 3 1 Or. rill IIIMIMIIIIMIIINMIIMIIIMIIIIIMI_k_s, o WA Oli ,/ 2x4 II ,� 3x4 = 3x4= I 4-0-0 1 8-0-0 I 4-0-0 4-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.12 Vert(LL) -0.01 4-10 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.09 Vert(TL) -0.02 4-10 >999 180 TCDL 7.0 Rep Stress lncr YES WB 0.07 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 (Matrix-M) Weight:27 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Std GMiTek recommends that Stabilizers and - .racing be installed during truss erection,i :ort cpitttl:rr• -r REACTIONS. (lb/size) 1=336/0-5-8,3=336/0-5-8 Installation guide. „\���N�'NE - Sin Max Horz 1=-67(LC 8) Max Upliftl=-76(LC 12),3=-76(LC 13) �� 89200PE �� FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-11=-367/99,2-11=-288/104,2-12=-288/104,3-12=-367/99 BOT CHORD 1-4=-17/260,3-4=-17/260 NOTES- ,� cr OREGON�� fit(// 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS /Q '9)'' 142- 4 Q (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for ,0•••reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 MER R �- 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. EXPIRES: 12/31/2017__ 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,3. 8)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. .0, LL & -. 1 OO WAsrt,f> -47 ed, ‘k"4) 51398 4" kr.,) 9e4;,9e4;, GISTEg� ' SSIONAL� G May 5,2016 i ®WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2016 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-Whitney A K1955851 61600610 JA01 Jack-Open 3 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed May 04 13:42:42 2016 Page 1 ID:Vc75bHJneJNUPuZGIzRBaMyCd Ws-RSbnvl O?4Tpn7OnWuhS7pl VeMFmQwtzltkWRJ EzJriB I -1-0-0 I 1-10-15 I 6-0-0 I 1-0-0 1-10-15 4-1-1 Scale=1:13.4 3 8 fr 7.00 12 t N N 2 O O 1 ♦ 9 10 4 LUS24 LUS24 3x4-i 1-10-3 1-1005 6-0-0 1-10-3 012 4-1-1 Plate Offsets(X,Y)-- 12:0-2-5.0-1-81 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 0.10 Vert(LL) -0.02 4-7 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.45 Vert(TL) -0.08 4-7 >913 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCLL 0.0 BCDL 10.0 Code IBC2012/1-PI2007 (Matrix-M) Weight:13 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc brae.• MiTek recommends that Stabilizer - i =.0irRRfil • - •• be installed during truss erectio., •G Aee Installation guide. REACTIONS. (lb/size) 3=80/Mechanical,2=189/0-5-8,4=57/Mechanical (� F Max Horz 2=71(LC 32) �T' Max Uplift3=-27(LC 12),2=-41(LC 12) 8920QPE 1' Max Gray 3=83(LC 38),2=190(LC 19),4=83(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. Cl NOTES- yG ,OREGON �41/� 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS <O '9}'• 14,2Q\9.- 4 (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 SFR R 10- 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs EXPIRES: 12/31/2017 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. 7)A plate rating reduction of 20%has been applied for the green lumber members. 8)Refer to girder(s)for truss to truss connections. 1,40-RILL gq 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,2. ,r IJ WA$ ` , 10)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. .,a 4 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 _rt Gip ',� from the left end to 4-0-12 to connect truss(es)to back face of bottom chord. ' 12)Fill all nail holes where hanger is in contact with lumber. -r"- •,-j�f-"' . 13)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). / -,i LOAD CASE(S) Standard A /4+, 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 tQ 'QF 51398 t,,C{r Uniform Loads(plf) A GISTER , Vert:1-3=-64,4-5=-20 ' :,s,, B4�S� Continued on page 2 May 5,2016 WARNING-Verify1 A parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1-7173 rev.1WOL2015 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,notpot a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Qualify Cdteda,DSB-89 and BCSI Bonding Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-Whitney A K1955851 B1600610 JA01 Jack-Open 3 1 sr Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed May 04 13:42:42 2016 Page 2 ID:Vc75bHJneJNU PuZGIzRBaMyCd Ws-RSbnvlO?4Tpn7On WuhS7pIVeM FmQwtzltkWRJ EzJr1B LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:9=2(B)10=-27(B) 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based onty upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent 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 Rug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-Whitney A K1955852 81600610 JA02 Jack-Open 3 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed May 04 13:42:42 2016 Page 1 I D:Vc75bHJneJNU PuZGIzRBaMyCd Ws-RSbnvl O?4Tpn7On WuhS7p1VeuFm3wtzltkWRJEzJr1B 1 -1-0-0 1 3-10-15 I 6-0-0 1-0-0 3-10-15 2-1-1 Scale=1:16.9 3 I 1 7.00 112 N r'N .10.400"3 ' m 1 ►, 4.� o W 3x4 = I 3-10-3 3-1p115 6-0-0 I 3-10-3 0-u-12 2-1-1 Plate Offsets(X.Y)— [2:0-0-1,Edge] LTOADING(psf) CLL 25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.13 Vert(LL) -0.03 4-7 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.48 Vert(TL) -0.09 4-7 >761 180 BCLL 0.0 * Rep Stress Inc!' YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix-M) Weight:16 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc brac',. MiTek recommends that Stabilize - .Q;421 - . be installed during truss erectio. I REACTIONS. (lb/size) 3=100/Mechanical,2=282/0-5-8,4=47/Mechanical Installation guide. G\Cj� �NG F� /� Max Harz 2=123(LC 12) 44429 Max Uplift3=-71(LC 12),2=-51(LC 12) 89200PE t' Max Gray 3=114(LC 19),2=287(LC 19),4=89(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 4. 47OREGON A(V/ 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS <O -1)-- 14 2-°\ ,+ (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for /1/1le). reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 Y(FR R I!L\-- 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs EXPI RES: 12/3112017 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. 7)A plate rating reduction of 20%has been applied for the green lumber members. 8)Refer to girder(s)for truss to truss connections. _`�: LL�q' 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,2. �� O�WASA>, 7� 10)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. `W 0"kV 7"-'4*:r,1"'--• t,, % "0 X0 16,, 4F 51398 wt �, GFST 3 SSIONAL' May 5,2016 t ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mil- Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-$9 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-Whitney A K1955853 B1600610 JA03 Jack-Open 3 1 +t Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed May 04 13:42:43 2016 Page 1 I D:Vc75bHJneJNUPuZGlzRBaMyCd Ws-ve997ePdrmxekYMjSOzMLz2msf5zfKDu5OG_rhzJrlA 1 -1-0-0 I 5-10-15 6-910 1-0-0 5-10-15 0-1-1 Scale=1:23.6 3 4 7.00 ,2 8 ���ED PROFPs, �;5 ENG]NEER /©2-�t 89200PE 2 1 7 OREGON C2 a , / .V 14 2,Q\b' —V/ 3x6= 4 EXPIRES: 12/31/2017 I 5-10-15 6-?10 5-10-15 0-1-1 Plate Offsets(X.Y)-- [2:0-6-0.0-0-6] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.30 Vert(LL) -0.03 4-7 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.56 Vert(TL) -0.10 4-7 >693 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCLL 0.0 BCDL 10.0 * Code IBC2012/TP12007 (Matrix-M) Weight:20 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=144/Mechanical,2=360/0-5-8,4=53/Mechanical Max Horz 2=175(LC 12) Max Uplift3=-112(LC 12),2=-79(LC 12) Max Gray 3=176(LC 19),2=373(LC 19),4=90(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111 mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)A plate rating reduction of 20%has been applied for the green lumber members. 8)Refer to girder(s)for truss to truss connections. BRILL 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2 except(jt=lb) � 8q � 3=112. 1� `.1›, 10)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. ,�, "C> . � G 0 ,1, 51398 44 �C.t�, 4GISTEg ' SSIONALV-�G May 5,2016 IMMO A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 fey.10/03/2015 BEFORE USE. mit Design valid for use only with MiTebS 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 e building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/IPl1 Qualify Criteria,D5B-89 and BCSI Building Component 250 Klug Circle Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-Whitney A 64600610 JA04 Jack-Open 3 1 K1955854 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed May 04 13:42:43 2016 Page 1 ID:Vc75bHJneJNUPuZGIzRBaMyCdWs-ve997ePdrmxekYMjSOzMLz2myf5rfKDu50G rhzJrIA -1-0-0 6-0-0 - 1-0-0 6-0-0 1-10-15 Scale=1:30.1 4 i d 3 7.00 FIT 11 .I 1 el 10 N 4 (,'t' 4 9 2 IM IPA 5 3x6 = I 6-0-0 I 6-0-0 Plate Offsets(X,Y)-- [2:0-6-0.0-0-6] LO TCLL ADING(psf) 25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.30 Vert(LL) -0.03 5-8 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.57 Vert(TL) -0.10 5-8 >686 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix-M) Weight:23 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc brac'no MiTek recommends that Stabilize - ri, -L©irtiiia@- . _.... be installed during truss erectio.,,i •G - , . Installation guide. REACTIONS. All bearings Mechanical except(jt=length)2=0-5-8,3=0-1-8. C\ ,..1,\ F I ©'Z, (Ib)- Max Horz 2=228(LC 12) Max Uplift All uplift 100 lb or less at joint(s)4,2 except 3=-163(LC 12) `� 89200 i E �� Max Gray All reactions 250 lb or less at joint(s)4,5 except 2=373(LC 19),3=255(LC 19) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. Q 12_ ,f_OREGON b, Asti,"�r O\ 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS OAi 7 4,`Z P+ (envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 3-7-4,Exterior(2)3-7-4 to 7-10-3 zone;cantilever left ii *R R 1 L\„ and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. EXPIRES: 12/31/2017 4)This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)A plate rating reduction of 20%has been applied for the green lumber members. 8)Refer to girder(s)for truss to truss connections. 1L.t. 8 9)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3. Sv a�WAS./1 `i j 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,2 except(jt=lb) ��� V tl 3=163. oft j p11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. 7� //,. 12)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. I -- - ed.I 51398 �� ©r "? IS`I SSI�NAL EAG May 5,2016 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mit Design valid for use only with M7ek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the budding designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Qualify Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-Whitney A K1955855 B1600610 JA05 Jack-Open 3 1 •f Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed May 04 13:42:43 2016 Page 1 I D:Vc75bHJneJNUPuZGIzRBaMyCdWs-ve997ePdrmxekYMjSOzMLz2mAf521KDu50G_rhzJr1A I -1-0-0 I 6-0-0 I 9-10-15 1 1-0-0 6-0-0 3-10-15 Scale=1:35.9 5 I?? 4 7.00 112 1;1 3 11 r• L O 10 2 i O 1 6 3x6 = 1 6-0-0 1 6-0-0 Plate Offsets(X,V)-- 12:0-6-0.0-0-61 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.28 Vert(LL) -0.03 6-9 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.56 Vert(TL) -0.10 6-9 >686 180 TCDL 7.0 Rep Stress lncr YES WB 0.00 Horz(TL) 0.00 5 n/a n/a BCLL 0.0 * Code IBC2012/TPI2007 (Matrix-M) Weight:26 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc brac' • MiTek recommends that Stabilizer - r. -Oirli RAW • -• _ be installed during truss erectior,is -•..t - • -..AQ Installation guide. `CrC?_CJ �NG ER /o REACTIONS. All bearings Mechanical except(jt=length)2=0-5-8,3=0-1-8,4=0-1-8. (Ib)- Max Horz 2=280(LC 12) 89200P E 1' Max Uplift All uplift 100 lb or less at joint(s)5,2,4 except 3=-168(LC 12) Max Gray All reactions 250 lb or less at joint(s)5,6,3,4 except 2=368(LC 19) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- . 4 OREGON�t. 4° 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS O }` 14 2-QP4- (envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 5-7-4,Exterior(2)5-7-4 to 9-10-3 zone;cantilever left �j and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 SFR R I A- 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs EXPIRES: 12/311201L. non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)A plate rating reduction of 20%has been applied for the green lumber members. 8)Refer to girder(s)for truss to truss connections. ;KRILL 8 9)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3,4. WAS �:(f 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5,2,4 except(jt=lb) of .k,,C ;; 3=168. 11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4. �" �O • 12)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 1 i. >L: , ..°1! 4, 51398 wA? �� crs l- 1 SS'ONALF^�G May 5,2016 I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEI(REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mll Design valid for use only with Weida)Weida)connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mile k' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,051.89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-Whitney A B1600610 JA06 Jack-Open 3 1 K1955856 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed May 04 13:42:44 2016 Page 1 I D:Vc75bHJneJ NUPuZGIzRBaMyCd Ws-Nr1XK_QFc43VMixv06UbuAbxw3QHOnT2K2?Y07zJr19 1- 0-0 i 60-0 l 11--10--115 1 505 5 Scale=1:42.3 d 4 7.00112 „ n 3 F N N h. t0 10 2 I , i 6 3x6 = 1 6-0-0 1 6-0-0 Plate Offsets(X,Y)-- 12:0-6-0,0-0-7] LOADING(psf) 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.28 Vert(LL) -0.03 6-9 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.56 Vert(TL) -0.10 6-9 >686 180 BCLL 0.0 Rep Stress lncr YES WB 0.00 Horz(TL) -0.01 5 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix-M) Weight:29 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc brat's. MiTek recommends that Stabilize - r' -irk . . -.... be installed during truss erectio.,,I s•G - ,Ree Installation guide. REACTIONS. All bearings Mechanical except(jt=length)2=0-5-8,3=0-1-8,4=0-1-8. NJ �G� F1 QjL, (Ib)- Max Horz 2=332(LC 12) �G4 Max Uplift All uplift 100 lb or less at joint(s)5 except 3=-168(LC 12),4=-150(LC 89200PE �r 12) Max Gray All reactions 250 lb or less at joint(s)5,6,3 except 2=368(LC 1), 4=260(LC 19) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. -y OREGON tv� TOP CHORD 2-10=-261/199 LSO :/}.- 7 4,2-°\ '\. NOTES- SFR RIO- 1) P Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.11;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 7-7-4,Exterior(2)7-7-4 to 11-10-3 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 EXPIRES: 12/31/2017 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. Rxrr 7)A plate rating reduction of 20%has been applied for the green lumber members. ,4v' o WAS,t,_ t>, 8)Refer to girder(s)for truss to truss connections. `z(lr 9)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3,4. / :%r• ,)'o 16 10)Provide mechanical connection(byothers)of truss to bearingplate capable of withstanding100 lb uplift at joint(s)5 except t=lb r• �� !'. P P (jt=lb) fs. • 3=168,4=150. • �J ' 11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4. 12)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. -�"` % 51398 w -Grs4V Si IONALV, May 5,2016 1 A WARNING_Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. WO , Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the budding designer must verify the applicability of design parameters and properly incorporate this design into the overall g� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Ml l aka 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/M11 Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Cirde Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-Whitney A K1955857 B1600610 JA07 Jack-Open 2 1 '" Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed May 04 13:42:44 2016 Page 1 I D:Vc75bHJneJNUPuZGIzRBaMyCd Ws-NrjXK_QFc43VMixv06UbuAbrf3QHOnT2K2?Y07zJr19 1-1-0-01 6-0-0 13-10-15 I 1-0-0 6-0-0 7-10-15 Scale=1:49.6 5 0 I� 0 12 7.00 12 11 4 m 3 m m 10 2 1 II 0 R 6 3x6 — 6-0-0 I 6-0-0 Plate Offsets(X,Y)-- 12:0-6-0,0-0-71 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.69 Vert(LL) -0.03 6-9 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.56 Vert(TL) -0.10 6-9 >686 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.01 5 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 (Matrix-M) Weight:32 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc brad. MiTek recommends that Stabilize - -Or4 3 • - •• be installed during truss erectio•,Iii\r - .As Installation guide. �� ,NGI FR /o REACTIONS. All bearings Mechanical except(jt=length)2=0-5-8,3=0-1-8,4=0-1-8. (Ib)- Max Horz 2=384(LC 12) 89200 P E t' Max Uplift All uplift 100 lb or less at joint(s)except 5=-150(LC 12),3=-168(LC 12), 4=-201(LC 12) Max Gray All reactions 250 lb or less at joint(s)6,3 except 5=291(LC 19),2=368(LC 1),4=318(LC 19) 0 rt FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. yG OREGON�� A., TOP CHORD 2-10=-318/251,3-10=-304/276 i6 '9Y 1 4 24 --\- NOTES- �` R R �"�' 1)Wind:ASCE 7-10;Vult=l40mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 9-7-4,Exterior(2)9-7-4 to 13-10-3 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 EXPIRES: 12/31/2017 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ,,gR121L.L fit between the bottom chord and any other members. c r�WASFtr. 7 7)A plate rating reduction of 20%has been applied for the green lumber members. 4 OV `W l 8)Refer to girder(s)for truss to truss connections. ♦ �-•� Q-,' 9)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3,4. f f A,.. 0 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 150 lb uplift at joint 5,168 lb uplift at joint ''__ • n� „.: .... and 201 lb uplift at joint 4. �*ft. 11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4. 12)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. �� gY "� �, 51398 W �0 �GiS'- SSIONAL �G May 5,2016 I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. NI! Design void for use only with MTeriS 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 MTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/1P11 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-Whitney A B1600610 JA07A Jack-Open 1 1 K1955858 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed May 04 13:42:45 2016 Page 1 ID:Vc75bHJneJNUPuZGIzRBaMyCdWs-r1HvYJQuNOBM sWSap?gQ070pTrG7EiBZilSwZzJd8 1-1-0-01 2-4-0 1 6-0-0 I 13-10-15 I 1-0-0 2-4-0 3-8-0 7-10-15 5 Scale=1:49.3 `2 cv 0 7.00 Fl - 2 9 10 4 .. 3 m 4 �� m e v ��� , I vI 1O 7 6 0 4x8 3x4 3x4= 1 24-0 I 2-4-0 Plate Offsets()CM-- [2:0-3-12.0-2-1],j2:0-5-0.Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TOLL 55.0 Plate Grip DOL 1.15 TC 0.69 VertLL -0.04 2-6 >999 240 MT20 220/195 TCDLSnow=25�O Lumber DOL 1.15 BC 0.25 Vert(TL) -0.11 2-6 >600 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) 0.02 6 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 (Matrix) Weight:36 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr G*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc brad • B1:2x6 DF No.2 MiTek recommends that Stabilize - • -.0'11R R-0- . -,'.. be installed during truss erectio.,I .. - Installation guide. ,. NG �/O REACTIONS. All bearings Mechanical except(jt=length)2=0-5-8,3=0-4-12,4=0-1-8. iQ ,'., (Ib)- Max Horz 2=384(LC 12) GV Max Uplift All uplift 100 lb or less at joint(s)except 5=-150(LC 12),3=-203(LC 12), C-)920QP E fir' 4=-198(LC 12) Max Gray All reactions 250 lb or less at joint(s)6 except 5=291(LC 19),2=335(LC 1),3=259(LC 22),4=314(LC 19) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. OR , , L TOP CHORD 2-8=-334/273,3-8=-324/299 /O Al)-' 14,2-Q*\ P} NOTES- /14 -R R II L-- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 9-7-4,Exterior(2)9-7-4 to 13-10-3 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 EXPIRES: 12/31/2017 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will RRIL fit between the bottom chord and any other members. [� L 7)A plate rating reduction of 20%has been applied for the green lumber members. r WAS � � 8)Refer to girder(s)for truss to truss connections. �,C �� 9)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4. /• if3!-•r`= .rQ j k O 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 150 lb uplift at joint 5,203 lb uplift at joint 3 � , 'x ��'� • and 198 lb uplift at joint 4. 11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4. 12)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. %,'• 'ck it 5]398 w 9 -GISTEg� S&!ONAL$�G May 5,2016 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIb7473 rev.10/03/2015 BEFORE USE. WO I imu . Design valid for use only with Wear 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 p building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Wok' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI(r911 Quality Criteria DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandna,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-Whitney A K1955859 B1600610 JA08 Jack-Open 2 1 4 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed May 04 13:42:46 2016 Page 1 I D:Vc75bHJneJ NUPuZGIzRBaMyCdWs-J Drl lfRW8hJDc0517XW3zbgH Is6lshyKoM UeS0zJr17 11-0-0 6-0-0 I 15-10-15 i 1-0-0 6-0-0 9-10-15 Scale=1:56.1 6 0 j0 0 135 7.00 12 12 4 "' I,'. N os 3 rn 11 W 2 vi 1 prarlIMMIW 8 7 3x6 6-0-0 6-0-0 Plate Offsets(X.Y1— 12:0-6-0,0-0-61 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.29 Vert(LL) -0.03 7-10 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.56 Vert(TL) -0.10 7-10 >686 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.01 6 n/a n/a BCLL 0.0 * Code IBC2012/TP12007 (Matrix-M) Weight:36 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc brac'.• MiTek recommends that Stabilizer- - • -•D►iriRI R'J r •• be installed during truss erectioClr�_•0,\G- •G �2 Installation guide. ��D N F Q REACTIONS. All bearings 0-1-8 except(jt=length)6=Mechanical,2=0-5-8,7=Mechanical. (Ib)- Max Horz 2=437(LC 12) i� OQ f t D E fit' Max Uplift All uplift 100 lb or less at joint(s)6 except 3=-169(LC 12),4=-155(LC 12),5=-201(LC 12) Max Gray All reactions 250 lb or less at joint(s)6,7,3,4 except 2=368(LC 1), 5=371(LC 19) Ct ©17, A OR EGON �� FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 4 TOP CHORD 2-11=-379/303,3-11=-365/328,3-4=-272/234 47.0 �A7r 14,2.0 NOTES- FRR10, 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 11-7-4,Exterior(2)11-7-4 to 15-10-3 zone;cantilever ____left and right exoosed_;C-C for members_and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 EXPIRES: 12/31/2017 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will RRII, fit between the bottom chord and any other members. J� p WA$N,, f1 7)A plate rating reduction of 20%has been applied for the green lumber members. 1z �, 8)Refer to girder(s)for truss to truss connections. C 9)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3,4,5. X"—, " O 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6 except(jt=lb) Lg.'' i ��. - 3=169,4=155,5=201. , 11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4,5. 4� 12)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. "a i4-1-, g;� 4, 51398©��, . GISTERv- W .c SS'ONAL V' May 5,2016 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1-7473 rev.10/03/2015 BEFORE USE. INK ID Design valid for use only with MtIek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 J. Job Truss Truss Type Qty Ply PLH-Whitney A K1955860 Bi600610 JA08A Jack-Open 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed May 04 13:42:46 2016 Page 1 ID:Vc75bHJneJNUPuZGIzRBaMyCdWs-JDrIlfRW8hJDc0517XW3zbgBWs1 CshyKoMUeSOzJrl7 I1-0-01 2-4-0 1 6-0-0 I 15-10-15 I 1-0-0 2-4-0 3-8-0 9-10-15 6 Scale=1:58.8 0 5 6 14 7.00 12 13 4 v N N • N m 3 m 12 vI 1 2m ITC r=. T .= 8 7 d 4x8 -.3x4 = 3x4 = Plate Offsets LX.Y)-- [2:0-3-12,0-2-1].[2:0-5-0,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.66 VertLL 0.05 7-9 >999 240 MT20 220/195 (Roof TCDLSnow=25.)0 Lumber DOL 1.15 BC 0.85 Vert(TL) -0.14 7-9 >479 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) 0.02 7 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 (Matrix-M) Weight 39 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x6 DF No.2`Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bra&'r. B2:2x4 DF Std G MiTek recommends that Stabilize - _.4'r4RV- . -... be installed during truss erectio.,I *t Installation guide. .,' � '•NCa u/0 REACTIONS. All bearings 0-1-8 except Qt=length)6=Mechanical,2=0-5-8,7=Mechanical. �G 2, (Ib)- Max Horz 2=436(LC 12) �� 89200 P E �r Max Uplift All uplift 100 lb or less at joint(s)6 except 3=-167(LC 12),4=-207(LC 12),5=-201(LC 12) Max Gray All reactions 250 lb or less at joint(s)6,7,3 except 2=330(LC 1), 4=292(LC 19),5=384(LC 19) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. -374. 47OREGON tv� TOP CHORD 2-12=-377/307,3-12=-364/332,3-4=-272/234 /SO gy, 14 2-°\ 4'� �P NOTES- SFR R I LL 1)Wild:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 11-7-4,Exterior(2)11-7-4 to 15-10-3 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 EXPI RES: 12/31/2017 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. NS) 7)A plate rating reduction of 20%has been applied for the green lumber members. AS ` .l� O� > 8)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3,4,5. fesJ � 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6 except(jt=lb) '/ a*� %" '"i O 3=167,4=207,5=201. L`� ' dig 11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4,5. \Z 12)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. -1� , el'1 ,,��51398 kap G/STEg ' G ss, -0 May 5,2016 1 WARNING-Verifydesign --, g parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not 11111 a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. for general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 • Job Truss Truss Type Qty Ply PLH-Whitney A K1955861 B1600610 JA09 Jack-Open 2 1 F Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed May 04 13:42:47 2016 Page 1 ID:Vc75bHJneJNUPuZGIzRBaMyCdWs-nQOgz?S8u?S4D9gUhE11WpDRvGS_b8C000EC_SzJrl6 11-0-0I 6-0-0 I 17-10-15 1-0-0 6-0-0 11-10-15 Scale=1:62.6 7.00 112 8 I;0 a 7 15 3x6 6 14 5 N w • 4 Y o Or 3 13 1 2 i a ii 9 3x6= I 6-0-0 I 6-0-0 Plate Offsets(X.Y)-- [2:0-6-0.0-0-6] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.30 Vert(LL) -0.03 9-12 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.56 Vert(TL) -0.10 9-12 >686 180 TCDL 7.0 Rep Stress lncr YES WB 0.00 Horz(TL) -0.01 8 n/a n/a BCLL 0.0 * Code IBC2012/TP12007 (Matrix-M) Weight:39 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc brac'.. MiTek recommends that Stabilizer - : -.D'r:'.lei'® •.•-•• be installed during truss erectior, t� 1 • .:,i Ae Installation guide. SCJ 0NG E,s, ./Q REACTIONS. All bearings 0-1-8 except(jt=length)8=Mechanical,2=0-5-8,9=Mechanical. ,� 'L0 (Ib)- Max Horz 2=489(LC 12) 89200PE t' Max Uplift All uplift 100 lb or less at joint(s)8 except 3=-169(LC 12),4=-155(LC 12),6=-155(LC 12),7=-150(LC 12) Max Gray All reactions 250 lb or less at joint(s)8,9,3,4,6 except 2=368(LC 1), 7=313(LC 19) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. yL '1?OREGON Nt. dc.tv� TOP CHORD 2-13=-439/355,3-13=-425/380,3-4=-330/286 <Q .I1' 14 2°' P'\-- NOTES- `IR R I k—k- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 13-7-4,Exterior(2)13-7-4 to 17-10-3 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 E P E RES: 12/31/2017 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof Iced 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 R.tLL 4, fit between the bottom chord and any other members. W , 7)A plate rating reduction of 20%has been applied for the green lumber members. la 8)Refer to girder(s)for truss to truss connections. x' ...,, J, 'ty 9)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3,4,6,7. ,.'410 PMA 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)8 except(jt=lb) u r" 3=169,4=155,6=155,7=150. \ ,' 11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4,6,7. -.T 12)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. .1 'iii' �, 51398 w ©� "isTe.R�s8NALE�G May 5,2016 I ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10103/2015 BEFORE USE. 1111 Design valid for use only with MiTek®connectors.This design is based onlyupon parameters shown,and is for an individual building component,not L a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-Whitney A K1955862 R1600610 JA09A Jack-Open 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed May 04 13:42:47 2016 Page 1 I D:Vc75bHJneJNUPuZGIzRBaMyCd Ws-nQOgz?S8u?S4D9gUhE 1 I WpDRrGNRb8C000EC_SzJrl6 1-0-0 2-4-0 I 6-0-0 1 17-10-15 1-0-0 2-4-0 3-8-0 11-10-15 700 12 7 Scale=1:65.8 9 I 0 6 3x6 i 15 14 5 40 8N q v 4 0 0 3 13 2 O 1 e I 0 1 a 9 8 0 4x8 i 3x4= 3x4 = I Plate Offsets(X,V)-- [2:0-3-12,0-2-1].[2:0-5-0,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.31 Vert(LL) 0.05 8-10 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.85 Vert(TL) -0.14 8-10 >479 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.02 8 n/a n/a BCLL 0.0 BCDL 10.0 Code IBC2012/TP12007 (Matrix-M) Weight:43 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x6 DF No.2*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc brac'•• B2:2x4 DF Std G MiTek recommends that Stabilizer - • -Oir4 J • -•••• be installed during truss erectio•,I - 't Installation guide. \GOA,.. NG F `/Q REACTIONS. All bearings 0-1-8 except(jt=length)5=0-5-8,7=Mechanical,2=0-5-8, '4 2 8=Mechanical. (Ib)- Max Horz 2=488(LC 12) 89200PE �� Max Uplift All uplift 100 lb or less at joint(s)7 except 5=-155(LC 12),3=-167(LC 12),4=-124(LC 12),6=-180(LC 12) Max Gray All reactions 250 lb or less at joint(s)5,7,8,3,4 except 2=330(LC 1), 6=362(LC 19) 074. OREGON Ik /..,Aci FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. /O .41 7 Q\ 4 TOP CHORD 2-13=-437/359,3-13=-424/384,3-4=-330/286,4-5=-262/226 �f, �Q NOTES- SFR R 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 13-7-4,Exterior(2)13-7-4 to 17-10-3 zone;cantilever EXPI RES: 12/31/2017 left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide willRRiLL 8 fit between the bottom chord and any other members. 4\ Ov WAS >, 7)A plate rating reduction of 20%has been applied for the green lumber members. /1 ,,•i G, 'f 8)Refer to girder(s)for truss to truss connections. `'`-.r �O 9)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3,4,6. ; j 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)7 except(jt=lb) ' \/ 5=155,3=167,4=124,6=180. 11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)5,3,4,6. A - ; 12)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. ,�, 51348 c{ °A �'GrsTa ' ' sSjONAL ANG May 5,2016 MN ®WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 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 ANSI/TPI1 Qualify Criteria,DSB-89 and SCSI Building Component 250 Rug Circle Safety Informatton available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-Whitney A K1955863 B1600610 JA10 Jack-Open 1 1 5 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed May 04 13:42:48 2016 Page 1 I D:Vc75bHJneJNU PuZGIzRBaMyCd Ws-Fcy2ALTmfJaxrJ FgFyZX201UDgo7KbSdFgzIXuzJrl5 -11-0-9 6-0-0 I 19-10-15 I 1-0-0 6-0-0 13-10-15 Scale=1:70.9 7.00 12 8 4 Ln 0 14 4000 7 3x6 6 n 40N 04 4 3 13 12 9 3x6 = I Plate Offsets(X.Y1— (2:0-6-0,0-0-6j 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 0.78 Vert(LL) -0.03 9-12 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.56 Vert(TL) -0.11 9-12 >667 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.01 8 n/a n/a BCLL 0.0 * Code IBC2012/TP12007 (Matrix-M) Weight:42 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc brac' a MiTek recommends that Stabilizer - , =.Q:rElas'®. . -•..• be installed during truss erectio. I� .I .1 38 Installation guide. _*0 OAGi FR VQ REACTIONS. All bearings 0-1-8 except(jt=length)8=Mechanical,2=6-0-0,9=6-0-0,2=6-0-0. ,� "P"� (Ib)- MaxHorz2=541(LC12) 89200PE r Max Uplift All uplift 100 lb or less at joint(s)except 8=-150(LC 12),3=-169(LC 12), 4=-155(LC 12),6=-155(LC 12),7=-201(LC 12) Max Gray All reactions 250 lb or less at joint(s)9,3,3,4,6 except 8=324(LC 19), 2=369(LC 1),7=388(LC 19),2=369(LC 1) © Cr OREGON �ttf FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. �L (k 1 TOP CHORD 2-13=-500/407,3-13=-486/432,3-4=-390/338,4-5=-303/254,5-6=-293/265 /6 A�}'' 1 4.2-°\ PT NOTES- MFR R I\-` 1)Wind:ASCE 7-10;Vult=l40mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 15-7-4,Exterior(2)15-7-4 to 19-10-3 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 EXPIRES: 12/31/2017___ 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category 11;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will . ,BRILL & fit between the bottom chord and any other members. dA� 7)A plate rating reduction of 20%has been applied for the green lumber members. .1 ()VV WA`7l, 8)Refer to girder(s)for truss to truss connections. Op C 9)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3,3,4,6,7. ";k` `gyp1610)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 150 lb uplift at joint 8,169 lb uplift at joint 'I ';fcF`r y : ANA 155 lb uplift at joint 4,155 lb uplift at joint 6 and 201 lb uplift at joint 7. —./ 11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4,6,7. 12)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. ,. t , �© �,451398� , W ��, /3TB� 1l May 5,2016 I 0.. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Crkeria,DSB-89 and SCSI Building Component 250 Klug Circle Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-Whitney A 91600610 JA11 Jack-Open 2 1 K1955864 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed May 04 13:42:48 2016 Page 1 I D:Vc75bHJneJNUPuZGIzRBaMyCd Ws-Fcy2ALTmfJaxrJFgFyZX201bQgjgKbSdFgzlXuzJr15 0- 2-4-0 I 6-0-0 1 19-10-15 -0- 2-4-0 3-8-0 13-10-15 7.00 12 8 Scale=1:76.9 ). P R pFF ��RNED ss 1s' o �5 �NGINEFi9 >Q 3x6 15 �� 'i' 89200PE �r 6 N 5 o2 r, `1' w 3 , %.._ ,�OREGON �l�(� 0 Y 14 2-°.\ P# ,4 FR R 11—\- 1 2' ��� m 10 s EXPIRES: 12/31/2017 4x8 i 3x4= 3x4 = I 24-0 I 2-4-0 Plate Offsets(X.Y)— [2:0-3-12.0-2-1].[2:0-5-0.Edge] TCLL LOADING(psf) 25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP (Roof Snow=-25.0) Plate Grip DOL 1.15 TC 0.38 Vert(LL) 0.05 9-11 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.85 Vert(TL) -0.14 9-11 >479 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.02 9 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 (Matrix-M) Weight:46 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x6 DF No.2*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. B2:2x4 DF Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 0-1-8 except(jt=length)8=Mechanical,2=0-5-8,9=Mechanical, 6=0-5-8. (Ib)- Max Horz 2=540(LC 12) Max Uplift All uplift 100 lb or less at joint(s)8 except 3=-167(LC 12),4=-144(LC 12),7=-212(LC 12),6=-214(LC 12) Max Gray All reactions 250 lb or less at joint(s)8,9,3,4 except 2=330(LC 1), 7=428(LC 19),6=290(LC 19) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-14=-498/411,3-14=-485/436,3-4=-390/338,4-5=-309/259,5-6=-298/270 NOTES- 1)Wind:ASCE 7-10;VuIt=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 15-7-4,Exterior(2)15-7-4 to 19-10-3 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `c 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will r"ALL 8q fit between the bottom chord and any other members. ,J' ) •a WAS,k `t1, 7)A plate rating reduction of 20%has been applied for the green lumber members. �i� W 8)Refer to girder(s)for truss to truss connections. j'" /#P'_ i C'O ' 9)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3,4,7. . 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)8 except(jt=lb) 3=167,4=144,7=212,6=214. ,\ 11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4,7,6. .q i k,, 12)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 51398 7'o����G4.7 .1STER 2 sSIONAL EAG May 5,2016 l A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mit Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek, is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/Tell Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandna.VA 22314. Corona,CA 92880 Job Truss Truss Type Oty Ply PLH-Whitney A K1955865 B1600610 JA12 Jack-Open 2 1 r Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed May 04 13:42:49 2016 Page 1 I D:Vc75bHJneJNUPuZGIzRBaMyCd Ws-joW00hTOOcioTTptpf4mbElnK43v32inUKjl3LzJrl4 -1-0-0 2-4-0 I 6-0-0 I 21-10-15 I 1-0-0 2-4-0 3-8-0 15-10-15 Scale=1:84.3 7.00 FIT 8 9 0 0 P R QFCCscS' 7 17 �NGINEFR gyp?/ 3x6 (//".....'<ICY‘ 89200PE pc- c. 6 5 4v r . :s Ci N 4 l'G OREGON�� �tL 3 /j Y 14 2-° Q4 MFRRt0- e' 15 11 2. m EXPITRES. 12/31/2017 11 10 4x8 3x4=3x4 = 12-4-0 I 2-4-0 Plate Offsets(X.Y)-- 12:0-3-12.0-2-11.12:0-5-0,Edael LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.31 Vert(LL) 0.05 10-12 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.85 Vert(TL) -0.14 10-12 >479 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.02 10 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix-M) Weight:49 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x6 DF No.2*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. B2:2x4 DF Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 0-1-8 except(jt=length)9=Mechanical,2=0-5-8,10=Mechanical, 6=0-5-8. (Ib)- Max Horz 2=593(LC 12) Max Uplift All uplift 100 lb or less at joint(s)9 except 3=-167(LC 12),4=-150(LC 12),7=-211(LC 12),8=-136(LC 12),6=-220(LC 12) Max Gray All reactions 250 lb or less at joint(s)9,10,3,4 except 2=330(LC 19), 7=388(LC 19),8=302(LC 19),6=289(LC 22) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-15=-558/463,3-15=-545/488,3-4=-451/390,4-5=-366/308,5-6=-356/319 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111 mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 17-7-4,Exterior(2)17-7-4 to 21-10-3 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. LL 8q 6)*This truss has been designed fora live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will WAS , fit between the bottom chord and any other members. .S iv `t.l, 7)A plate rating reduction of 20%has been applied for the green lumber members. v �". �! 8)Refer to girder(s)for truss to truss connections. f— i0,., O . 9)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3,4,7,8. .( (4<;,P. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)9 except(jt=lb) \/ 3=167,4=150,7=211,8=136,6=220. - �( 11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4,7,8,6. 'p V', 4 12)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 2A ��, IS513980TE � Ci r � SSIONAL V, May 5,2016 1 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. t Design void 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 venfy the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-Whitney A K1955866 81600610 JA13 Jack-Open 2 1 Job Reference(optioriaj) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed May 04 13:42:50 2016 Page 1 ID:Vc75bHJneJNUPuZGIzRBaMyCdWsC_4ob1 UOBwgf4dO3MMb97RrxpUOaoVywi_SsbnzJri3 -1-0-p 2-4-0 i 6-0-0 1 23-10-15 i 1-0-0 2-4-0 3-8-0 17-10-15 Scale=1:91.7 7.00 12 9 10 00 .c S\`D P R OFFss 8 44 4 C! C ,8 cs5 04G1NEER % 717 !� `� 89200PE Fr 3x6 or 6 or v 5 � 'v 4 p - �o , OREGON R A„3 � �, y 14,2- \ 4 16 4,/FRRto, 12 „ -EXPIRES: 12/31/2017 4x8 3x4=3x4= 2F2AsQ H Plate Offsets(X.Y)-- (2:0-3-12.0-2-11.12:0-5-0.Edge1 LTCLL OADING(psft 25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.32 Vert(LL) 0.05 11-13 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.85 Vert(TL) -0.14 11-13 >479 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.02 11 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix-M) Weight:52 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x6 DF No.2*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 82:2x4 DF Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 0-1-8 except(jt=length)10=Mechanical,2=0-5-8,11=Mechanical, 6=0-5-8. (Ib)- Max Horz 2=645(LC 12) Max Uplift All uplift 100 lb or less at joint(s)10,9 except 3=-167(LC 12),4=-156(LC 12),7=-206(LC 12),8=-131(LC 12),6=-230(LC 12) Max Gray All reactions 250 lb or less at joint(s)10,11,3,4,9 except 2=336(LC 24),7=314(LC 19),8=297(LC 19),6=302(LC 22) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-16=-619/515,3-16=-606/540,3-4=-511/441,4-5=-424/357,5-6=-413/369, 6-7=-291/255 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 19-7-4,Exterior(2)19-7-4 to 23-10-3 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TOLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. RRILL-6 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 v WASXrr, `7" fit between the bottom chord and any other members. - C�� `-,Vo <P 7)A plate rating reduction of 20%has been applied for the green lumber members. F+ 8)Refer to girder(s)for truss to truss connections. � 9)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3,4,7,8,9. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)10,9 except(jt=1b) 3=167,4=156,7=206,8=131,6=230. ;N; 11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4,7,8,9,6. :40.k74).4b-5r/f3:9:18.'-'L.:::\ 12)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. g �sS/ONALE�C' May 5,2016 AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MTEK REFERENCE PAGE MlI-7473 rev.10/03/2015 BEFORE USE. MINIM 11111 Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the buikling 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/TPIl Quality Criteria,OSB-89 and SCSI Building Component 250 Klug Circle Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-Whitney A K1955867 B1600610 JA14 Jack-Closed Girder 1 1 + Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed May 04 13:42:50 2016 Page 1 ID:Vc75bHJneJNUPuZGIzRBaMyCdWs-C_4ob1 UOBwgf4d03MMb?7Rr_vUZ5oPXwi_SsbnzJrt3 4-0-0 I 4-0-0 Scale=1:22.9 3x4! 3 2 7.00 12 8 1 �`�� -29G2 NGP EF,S, sio�J� 0 3x4 i �Gt� •�.9 1 89200PE �' f■l` m�� ■ OREGON �lU� ■ m ■ '� GAOMY 14 20/�p� �/ 6 FRR11-\- 6x6 - 7 2x4 I I 4 2x4 II MUS26 EXPIRES: 12/31/2017 1 2-0-12 I 4-0-0 I 2-0-12 1-11-4 Plate Offsets(X,Y)-- 11:0-1-12.0-1-81.[2:0-1-4.0-1-81.16:0-3-0.0-4-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.19 Vert(LL) -0.01 6 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.15 Vert(TL) -0.01 6 >999 180 TCDL 7.0 Rep Stress Ina NO WB 0.41 Horz(TL) -0.00 5 n/a n/a BCDL 10.0 Code 1BC2012/TP12007 (Matrix) Weight:28 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.18Btr G TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except BOT CHORD 2x6 DF No.2 end verticals. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 7=726/0-5-8,5=837/Mechanical Max Horz 7=100(LC 10) Max Uplift7=-170(LC 10),5=-333(LC 10) Max Gray 7=726(LC 16),5=845(LC 16) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-7=-622/150,1-8=-529/156,2-8=-469/166,2-5=-725/311 WEBS 1-6=-179/496,2-6=-327/931 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone;cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 _ 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 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. _tic.KRILL ks 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)7=170, •oh� ) F WAS q 5=333. • 1 9)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. y '�a�`�' 10)Use Simpson Strong-Tie MUS26(6-10d Girder,6-10d Truss,Single Ply Girder)or equivalent at 2-0-12 from the left end to connect // p . truss(es)to front face of bottom chord. r �4;�- 11)Fill all nail holes where hanger is in contact with lumber. 12)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) StandardIFI 51398 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 (-)t,„��GISTER� Uniform Loads(plf) S+,., ��� Vert:1-2=-64,2-3=-64,4-7=-20 kliONAL Continued on page 2 May 5,2016 .-- A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE tall-7473 rev.10/03/2015 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 ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-Whitney A K1955867 B4600610 JA14 Jack-Closed Girder 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed May 04 13:42:50 2016 Page 2 ID:Vc75bHJneJNUPuZGIzRBaMyCdWs-C_4ob1U0Bwgf4dO3MMb?7Rr vUZ5oPXwi_SsbnzJr13 LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:6=-1239(F) .-- WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED WEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiitekE connectors.This design is based only upon parameters shown,and is for an individual building component,not on 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:Tele is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the IYI I I R fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BC51 Building Component 250 Klug Cirde Sally Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-Whitney A K1955868 B1600610 JB01 Jack-Open 5 1 t Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed May 04 13:42:51 2016 Page 1 I D:Vc75bHJneJ NUPuZGIzRBaMyCd Ws-gBeBoNVeyEyW nzFw46EgfNAMtzgXyB3xeCP7DzJrf2 I -1-0-0 I 2-0-0 1-0-0 2-0-0 Scale=1:11.1 13 ,,Ep P R OFF„ e / ,5, � GI NEFR `r/©*.9 7.00 12 89200PE N w '9w 2 L OREGON �t(� 1 ���/ . 14 2-°\ P+ SFR R V O- R, 1 -_ „ EXPIRES: 12/31/2017 3x4 = 4 I 2-0-0 2-0-0 LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud 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 0.05 Vert(TL) -0.00 7 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 (Matrix-M) Weight:8 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=46/Mechanical,2=166/0-5-8,4=19/Mechanical Max Horz 2=74(LC 12) Max Uplift3=-35(LC 12),2=-47(LC 12) Max Gray 3=49(LC 22),2=168(LC 18),4=30(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)A plate rating reduction of 20%has been applied for the green lumber members. 8)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,2. v M.LL $ 10)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. J� QF w �q,� O W /,• / - -„), ms`s .,I rd 4k",,, 51398 wk, .�� GrsTV- .c• -v V^ May 5,2016 I A WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mit Design valid for use only with Mick®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 MiTTk* 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/IP11 Quality Criteda,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-Whitney A IN 600610 JY01 Jack-Open 2 1 K1955869 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed May 04 13:42:51 2016 Page 1 ID:Vc75bHJneJNURBaMyCdWs-g BeBoNVeyEyWinzFw46EgfNAnto9XyB3xeCP7DzJr12 -1-0-0 1-10-15 8-0-0 1-0-0 1-10-15 I 8-0-0 6-1-1 Scale=1:17.1 3 , 7.00 12 5 L 2 Or - - 0- 1 6 7 8 4 LUS24 LUS24 LUS24 3x4= I 1-10-3 1-10115 8-0-0 1-10-3 012 6-1-1 LOADING(psf) TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.12 Vert(LL) -0.16 2-4 >570 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.48 Vert(TL) -0.49 2-4 >190 180 BCLL 0.0 Rep Stress lncr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix) Weight 16 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and - .racing be installed during truss erection,i :,..1 cP 11T -r Installation guide. s REACTIONS. (lb/size) 3=22/Mechanical,2=237/0-5-8,4=76/Mechanical COQ c;(NE 1/4v Max Horz 2=71(LC 12) C.." �N &•.,,,, �� Max Uplift3=-42(LC 18),2=-21(LC 12) <Cr Max Grav3=28(LC 22),2=281(LC 18),4=152(LC 5) 89200PE ��' FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- © ct- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS 7L OREGON p, ,s44// (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for /O '9)r 14, \ reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ,f, V\ - 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 R 1 L`„ 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. EXPIRES: 12/31/2017 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)A plate rating reduction of 20%has been applied for the green lumber members. 8)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,2. _`ALL 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. �� CI*� �v WAS � 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 6-0-12 to connect truss(es)to back face of bottom chord. _ �, 12)Fill all nail holes where hanger is in contact with lumber. sAirr4-. '`� ''Ci13)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). '� - al/• O . LOAD CASE(S) Standard :. 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Or Uniform Loads(plf) Vert:1-3=-64,2-4=-20 �Q �' �IS31g�0 Concentrated Loads(Ib) Vert:6=1(B)7=1(B)8=1(B) SSIDNALti� �� May 5,2016 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use ony with MTek®connectors.This design is based Dray upon parameters shown,and is for an individual building component,not �y 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 uisi Tpll Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandna,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-Whitney A K1955870 B1600610 JY02 Jack-Open 2 1 '4 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed May 04 13:42:52 2016 Page 1 I D:Vc75bHJneJNUPuZGIzRBaMyCd Ws-BNCZOj WH(X4M KxYRUndTDswKBHAHGPRDAIxzgfzJrll i -1-0-0 I 3-10-15 I A-0-0 I 1-0-0 3-10-15 4-1-skv P R OF A. ��` -t� Scale=1:17.1 3 �� ANG(N EFR tS/p2F 89200PE c' 7.00 12 5 OREGON Ott, tr �G/4 t.4 il }' 14,Z��Q+ FRRI0- z EXPIRES: 12/31/2017 to 1 „ 4 ►1 3x4= I 3-10-3 3-19115 8-0-0 I 3-10-3 0-0-12 4-1-1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.14 Vert(LL) -0.16 2-4 >562 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.48 Vert(TL) -0.49 2-4 >187 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCLL 0.0 * Code IBC2012/TP12007 (Matrix) Weight:19 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=102/Mechanical,2=285/0-5-8,4=77/Mechanical Max Horz 2=123(LC 12) Max Uplift3=-90(LC 12),2=-32(LC 12) Max Gray 3=118(LC 19),2=289(LC 19),4=154(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111 mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)A plate rating reduction of 20%has been applied for the green lumber members. 8)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,2. .0ILL, tiq 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. �"I OV�1�/ASIt>, 7 f f«I, 7: .e N as` O X11' �,�51391STV8 4/ .,, GN SSIDNAL��� May 5,2016 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. I Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Niel(' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/1111 Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 • Job Truss Truss Type YP Qty Pty PLH-Whitney A K1955871 8+1600610 JY03 Jack-Open [2 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed May 04 13:42:52 2016 Page 1 I D:Vc75bHJneJNUPuZGIzRBaMyCd Ws-8NCZ0j1M-IjX4MKXYRUndTDswGiHAHGPRDAIxzgfzJri 1 1 -1-0-0 I 5-10-15 8-0-0 1-0-0 5-10-15 2-1-1 3 �0 P R OFFsd' Sale=1:22.4 i 1.3<<-89G2 INEF�4 /�00PE ��' 7.00 12 5 ,�OREGON G i tk /:6)M 14•,2c' -\ FR R R-\- EXPIRES: 12/31/2017 2 1 I 1 IMto ►/ 3x4 = 4 I 5-10-3 5-1Q115 8-0-0 5-10-3 0 12 2-1-1 LOADING(psf) TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ltd PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.43 Vert(LL) -0.16 2-4 >562 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.48 Vert(TL) -0.49 2-4 >187 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code IBC2012lTP12007 (Matrix) Weight 22 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=171/Mechanical,2=344/0-5-8,4=77/Mechanical Max Horz 2=176(LC 12) Max Uplift3=-145(LC 12),2=-50(LC 12) Max Gray 3=207(LC 19),2=354(LC 19),4=154(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)A plate rating reduction of 20%has been applied for the green lumber members. 8)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2 except(jt=lb) lr>"-[� rLL 8 3=145. c1 q 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. Jv' OV WASkr `)) 40 firo"2,:•,,- .), • e'er: A� 51398 ,c O��4, 51398,o .e' sSIONAL� G May 5,2016 1 AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev.10/03/2015 BEFORE USE. Alt Design valid for use only with MiTekrE connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTTk" 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,OSB-59 and ICS!Building Component 250 Klug Circle Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandra,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-Whitney A K1955872 B1600610 JY04 Jack-Open 2 1 a Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed May 04 13:42:53 2016 Page 1 ID:Vc75bHJneJNUPuZGIzRBaMyCd Ws-cZmxD3XvUrCDx47e2V8i14TQOhYt?shMPyh WC6zJd0 I -1-0-0 I 7-10-15 8-11-0 1-0-0 7-10-15 0-1-1 Scale=1:29.8 3 /, 7.00112 ���EO PROF6-e, 9 10 c?�� �tJGiNEF'9 /o2 �z 89200PE pr 8 cr 1G �OREGON � ,40 2 �, .� q3/ 14,?P'\ P} 1 . SFR R 11-v- Mi4 3x8' EXPIRES: 12/31/2017 I 7-10-15 8-Pr° 7-10-15 0-1-1 Plate Offsets(X.Y)-- (2:0-2-3.0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.49 Vert(LL) -0.08 4-7 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.33 Vert(TL) -0.26 4-7 >371 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 2 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 (Matrix-S) Weight:26 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=194/Mechanical,2=461/0-5-8,4=69/Mechanical Max Horz 2=228(LC 12) Max Upiift3=-152(LC 12),2=-96(LC 12) Max Gray 3=249(LC 19),2=481(LC 19),4=121(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111 mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 3-7-4,Exterior(2)3-7-4 to 7-10-3 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)A plate rating reduction of 20%has been applied for the green lumber members. 8)Refer to girder(s)for truss to truss connections. ,KRILL 6 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2 except(jt=lb) J� ' W 4,� 3=152. `f 10)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and W gypsum 1�t'G''> <76 sheetrock be applied directly to the bottom chord. '' rt:, 0 II ,p 4,, 51398 w1- A�, GISTER s`/ONALV, May 5,2016 t UMW A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. t Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and is for an individual building component,not 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/IP11 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-Whitney A K1955873 R_1600610 JV05 Jack-Open 1 1 1 I Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed May 04 13:42:53 2016 Page 1 I D:Vc75bHJneJ NUPuZGIzRBaMyCd Ws-cZmxD3XvUrCDx47e2V8i14TQphYt?shMPyh WC6zJr10 -1-0-0 I 8-0-0 I 9-10-3 1-0-0 8-0-0 1-10-3 4 Scale=1:35.4 o Io 3 :l 7.00 12 :j 11 10 _T 1 'in 7350 ro 9 1 2 4 5 3x8 1 8-0-0 I 8-0-0 Plate Offsets(X.Y)-- [2:0-2-3.0-1-81 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 0.47 Vert(LL) -0.08 5-8 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.33 Vert(TL) -0.26 5-8 >369 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 2 n/a n/a BCLL 0.0 BCDL 10.0 Code IBC2012/TP12007 (Matrix-S) Weight 29 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. WEDGE MiTek recommends that Stabilize - . -Q r4 . • - Left:2x4 SP No.3 be installed during truss erection,I * , Installation guide. C N ��,G ;Cg "/p REACTIONS. All bearings Mechanical except(jt=length)2=0-5-8,3=0-1-8. cs, (Ib)- Max Horz 2=278(LC 12) �� 89200 P E ��r" Max Uplift All uplift 100 lb or less at joint(s)4,2 except 3=-201(LC 12) Max Gray All reactions 250 lb or less at joint(s)4,5 except 2=478(LC 19),3=326(LC 19) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. Cr pREGON �( NOTES- �O -4Y 14,241 -.- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS A,. •c?) (envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 5-6-8,Exterior(2)5-6-8 to 9-9-7 zone;cantilever left CRR 1 LL. and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. EXPIRES: 12/3_1/2017 4)This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)A plate rating reduction of 20%has been applied for the green lumber members. -` RRILL ks 8)Refer to girder(s)for truss to truss connections. l�" , q 9)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3. ... ,4,' ) O'WAS -t1, 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,2 except(jt=lb) / i°?, C� , '� 3=201. ii 11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. F' r4'4`,.. 12)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and%"gypsum ' \/ ; sheetrock be applied directly to the bottom chord. 4�� ,, 51398,0 ,w� Ss'ONALEA4`' May 5,2016 I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP11 Qualify Criteria,058-89 and BCSI Building Component 250 Klug Circle Safety InformatIon available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-Whitney A ' K1955874 B1600610 JZO1 Jack-Open 4 1 A Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed May 04 13:42:54 2016 Page 1 I D:Vc75b HJ n eJ N U PuZGIzRBa MyCd Ws-4mJJ ROXXF9K4ZEiq bCgxl H?h 15wQkJx WdcQ3kYzJ ri? I -1-0-0 1 1-10-15 1 6-0-0 I 1-0-0 1-10-15 4-1-1 Scale=1:13.4 3 > r 5 p 7.00 112 A vi 2 r 1,,,,„, o . 0 1 ♦ 6 7 4 LUS24 LUS24 3x4 = 1-10-3 1-1 tt15 6-0-0 1-10-3 012 4-1-1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.12 Vert(LL) -0.05 2-4 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.25 Vert(TL) -0.15 2-4 >467 180 TCDL 7.0 Rep Stress lncr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 (Matrix) Weight:13 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and = -- .racing be installed during truss erection,i -.,y r.3 cPr ,tt):,-• -r Installation guide. REACTIONS. (lb/size) 3=22/Mechanical,2=217/0-5-8,4=57/Mechanical SCJ N �- 0 Max Horz 2=71(LC 12) , �' ? C? i_ Max Uplift3=-42(LC 18),2=-33(LC 12) Max Gray 3=28(LC 22),2=261(LC 18),4=113(LC 5) 89200PE FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- a OREGON ,ct- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS 71„ (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for '"Q -1)'' 142.°N 4 reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 �Af,,, 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 `Y,5 F?R i;L\.- 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. EXPIRES: 12/31/2017 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)A plate rating reduction of 20%has been applied for the green lumber members. 8)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,2. OkRILL & 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. w q 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 .1 dF `i;, from the left end to 4-0-12 to connect truss(es)to front face of bottom chord. ' Q C� , ,_ it 12)Fill all nail holes where hanger is in contact with lumber. p 13)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). ,4° ,�. - LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 ,p girt Loadsc� 4 Uniform Vert:1-3=-64,2 4-20 if?„ 4,, �. IST1*ip ' Concentrated Loads(Ib) vs., ��G Vert:6=1(F)7=1(F) May 5,2016 MIMI0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MlI-7473 rev.10/03/2015 BEFORE USE. 11111 Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-Whitney A K1955875 Bl600610 JZ02 Jack-Open 4 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed May 04 13:42:54 2016 Page 1 I D:Vc75bHJneJNUPuZGIzRBaMyCd Ws-4mJJROXXF9K4ZEigbCgxl H?gh5wNkJxWdcQ3kYzJrl? -1-0-0 1 3-10-15 6-0-0 1-0-0 3-10-15 2-1-1 Scale=1:16.6 3 II 7111111111111111111117 r: r, 14 3x4= I 3-10-3 3-19115 6-0-0 I 3-10-3 012 2-1-1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.14 Vert(LL) -0.05 2-4 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.25 Vert(TL) -0.15 2-4 >461 180 TCDL 7.0 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 (Matrix) Weight 16 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and = - 'racing be installed during truss erection,i a 1 certv..• -r Installation guide. REACTIONS. Mas Horz 3=102//size) MC 3=102/Mechanical,2=265/0-5-8,4=57/Mechanical) �?..Co N(aj NF, s... Max Uplift3=-90(LC 12),2=-44(LC 12) �� -57 Max Gray 3=118(LC 19),2=269(LC 19),4=114(LC 5) 89200P t' FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- O 1:L' 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111 mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS 71_ 4 OREGON D, ,e44/ (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for <6 q}r 1 01 reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 4 2 �Q�. 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1FR R I L` 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. EXPIRES: 12/31/2017 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)A plate rating reduction of 20%has been applied for the green lumber members. 8)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,2. .,,KRILL 8 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. � ) wAs >, ov V -OP, 1--J, . 1, �� 51398 .crate ©r ��G/STEW sS'ONALvNAG May 5,2016 I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and is for an individual building component,not �r a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/IP11 Quail*Criteria.DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandna,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-Whitney A K1955876 B1600610 JZO3 Jack-Open 4 1 i Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed May 04 13:42:55 2016 Page 1 I D:Vc75bHJneJNUPuZGIzRBaMyCd Ws-YythekY9OSSxBOH09wBAgWnyVGcTIBfsGAdH_zJrl_ i -1-0-0 i 5-10-15 6110 1-0-0 5-10-15 0-1-1 Scale=1:22.7 3 , I 7. ��p PROFF �,-,.CO NGIN�F °S S/�-4-__. 89200PE r N I �G/ OREGON CU�1ogpiorIIIIIIII100111111111°VA m. SEP R I V-�- ►► 3x4= 4 EXPIRES: 12/31/2017 1 5-10-15 6-610 5-10-15 0-1-1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.43 Vert(LL) -0.05 2-4 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.25 Vert(TL) -0.15 2-4 >461 180 TCDL 7.0 Rep Stress lncr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCLL 0.0 BCDL 10.0 * Code IBC2012/TP12007 (Matrix) Weight:20 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=171/Mechanical,2=324/0-5-8,4=57/Mechanical Max Horz 2=176(LC 12) Max Uplift3=-145(LC 12),2=-62(LC 12) Max Gray 3=207(LC 19),2=334(LC 19),4=114(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)A plate rating reduction of 20%has been applied for the green lumber members. 8)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2 except(jt=lb) _6F: ILL� 3=145.Fix ,g 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. • ,4\9 OV WAS T1 it 4/ ' Ver 1a 4, 51398 W -e-,s,„ ioNAL V, May 5,2016 I ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED AITEI(REFERENCE PAGE MIl-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTedE 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 MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-Whitney A K1955877 91600610 SA01 Jack-Open 3 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed May 04 13:42:55 2016 Page 1 I D:Vc75b HJ neJ N U PuZGIz RBa MyCd WsYythekY90SSxB O HO9wBAq VYsM VJgTI BfsGAdH_zJrl_ -1-0-0 1-10-15 210-p 1-0-0 1-10-15 0-1-1 Scale=1:10.9 3y 8 A 7.00 112 ���0 PRQp Gs. ANG I N EF'4' `r/© 2 2 , 89200PE �c-- W sr 1 IM' 47 OREGON A., /O :4 14,2p\ P-}- M MERR►�L �' 3x4 = 4 EXPIRES: 12/31/2017 _ ,_1 ,,-, 1-10-15 0-1-1 LOADING(pso TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.08 Vert(LL) 0.00 7 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.05 Vert(TL) -0.00 7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 (Matrix-M) Weight:8 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation ouide. REACTIONS. (lb/size) 2=164/0-5-8,4=18/Mechanical,3=44/Mechanical Max Horz 2=72(LC 12) Max Uplift2=-46(LC 12),3=-33(LC 12) Max Gray 2=168(LC 18),4=30(LC 5),3=47(LC 22) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)A plate rating reduction of 20%has been applied for the green lumber members. 8)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,3. .thyaLl 10)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. ,4N9Q WASxr>, `t� OpiiO4/e7,10%, *C.'1:1' �sa C e 51398 w c -Grsis , SSIONALEG May 5,2016 i ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED WEB REFERENCE PAGE M/67473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not �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 MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria.DSB-89 and SCSI Building Component 250 Klug Circle Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-Whitney A K1955878 B1600610 SA02 Jack-Open 3 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed May 04 13:42:55 2016 Page 1 I D:Vc75bHJneJ NUPuZGIzRBaMyCd WsYythekY9OSSxBOH09wBAgVYszVGLTIBfsGAdH_zJrl_ -1-0-0 I 2-0-0 I 3-10-15 1-0-0 2-0-0 1-10-15 Scale=1:17.1 3 0 ���ED PnR°Fess ,E / , �N FR a2� 7.00112 6 89200PE N N r` N N N -7, NA OREGON�� �4/ 't4 Y 14,2.6 } 2 1� /71FRR1l�- 1 EXPIRES: 12/31/2017 4 3x4 — I 2-0-0 2-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.10 Vert(LL) -0.00 7 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.21 Vert(TL) -0.00 4-7 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 (Matrix-M) Weight:11 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=89/Mechanical,2=215/0-5-8,4=45/Mechanical Max Horz 2=123(LC 12) Max Uplift3=-72(LC 12),2=-56(LC 12),4=-18(LC 12) Max Gray 3=103(LC 19),2=219(LC 19),4=48(LC 22) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)A plate rating reduction of 20%has been applied for the green lumber members. 8)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,2,4. .ORRILL 10)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. O o r04 513YO w4 �9e0.6 •LISTER SSIONAL P�G May 5,2016 AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MIr-7473 rev.10/03/2015 BEFORE USE. mit Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall I� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Qualify Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-Whitney A K1955879 611600610 SY01 Jack-Open 2 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed May 04 13:42:56 2016 Page 1 I D:Vc75bHJneJNUPuZGIzRBaMyCd Ws-08R3s4ZnnmaooYsDjdiPNi41?ufPCCRp5wwAoRzJrkz I -1-0-0 1 1-10-15 210-9 1-0-0 1-10-15 0-1-1 Scale=1:10.9 3y 5 7.00 112 ���ED PR oFFs w�\� ANG I N E�cR s X02 2 / 89200PE �r a APTI 1 kM. -yG , OREGON �tv <4 `7,9r 14,2�� P-}- M ' RRIL-- 6 3x4= 4 EXPIRES: 12/31/20t7 1-10-15 210-9 1-10-15 0-1-1 LOADING(psf) TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.09 Vert(LL) -0.00 2 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.02 Vert(TL) -0.00 2-4 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix) Weight:8 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=165/0-5-8,4=19/Mechanical,3=40/Mechanical Max Horz 2=72(LC 12) Max Uplift2=-49(LC 12),3=-38(LC 12) Max Gray 2=185(LC 18),4=39(LC 5),3=45(LC 22) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)A plate rating reduction of 20%has been applied for the green lumber members. 8)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,3. RRLLL 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. w `4 As _ op,,,,,,,,,-- c>.,•„_41-d ..d 44.51348 w� -.Grsisg� . SSIONALV C5 May 5,2016 WARNING-Verify design �.. nfy g parameters and READ NOTES ON THIS AND INCLUDED WEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. ' Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mtrek* 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/T9I1 Qualify Criteria,DSB-89 and SCSI Building Component 250 Mug Circle Safety Informatlon available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-Whitney A K1955880 B1600610 SY02 Jack-Open 2 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed May 04 13:42:56 2016 Page 1 I D:Vc75bHJneJNUPuZGIzRBaMyCd Ws-08R3s4ZnnmaooYsDjdiPNi401ufPCCRp5wwAoRzJrkz -1-0-0 2-0-0 3-10-15 1-0-0 2-0-0 1-10-15 Scale=1:17.1 3 a X0)0 P R()Fess �crc� 0AG`NEFR /a2� 7.00 H2 5 89200PE <' n R rJ OREGON�� too 14 2P P} 2 R 1 LA- 1 A: EXPIRES: 12/31/2017 3x4— 4 1 2-0-0 2-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.17 Vert(LL) -0.00 2 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.02 Vert(TL) -0.00 2-4 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix) Weight:11 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=113/Mechanical,2=217/0-5-8,4=19/Mechanical Max Horz 2=123(LC 12) Max Uplift3=-94(LC 12),2=-64(LC 12) Max Gray 3=128(LC 19),2=221(LC 19),4=39(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)A plate rating reduction of 20%has been applied for the green lumber members. 8)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,2. _„F ILL 4'410)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. J\C •F WAS `71 Amit �d‘4:4:5;-'0G-ir'5:13AThr7c:461 May 5,2016 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall e building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/rP11 Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-Whitney A Rol 600610 SY03 Jack-Open 2 1 K1955881 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed May 04 13:42:57 2016 Page 1 I D:Vc75bHJneJNU PuZGIzRBaMyCd Ws-UL?S3QaPY4ifQiRPHLDewwd6pl_exfhyKafkKtzJrky I -1-0-0 1 2-0-0 I 5-10-16 I 1-0-0 2-0-0 3-10-15 Scale=1:23.3 3 w� I'4 �-9,Ea P R OFe SO e �LJG1NE•F• /p 7.00112 89200PE T- 5 m _ -74... OREGON �tu4 /O :/)' 14, 6\ P7,4 S 2 ER R 1L\.- e' 2 2 ��■11 1 h/ EXPIRES: 12/31/2017 Wig 3x4 = 4 2-0-0 I 2-0-0 LOADING(psf) TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.47 Vert(LL) -0.00 2 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.02 Vert(TL) -0.00 2-4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 (Matrix) Weight:14 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=180/Mechanical,2=278/0-5-8,4=19/Mechanical Max Horz 2=176(LC 12) Max Uplift3=-148(LC 12),2=-83(LC 12) Max Gray 3=216(LC 19),2=287(LC 19),4=39(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=14omph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category 11;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)A plate rating reduction of 20%has been applied for the green lumber members. 8)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2 except(jt=lb) ttsg,ItRILL g 3=148. 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. a" OV WAS1 q l)s • 0,447.,' ; X15,, 4,, 51348 w� rte C/STEg ' S'VONAL V''-- May May 5,2016 AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,notNI a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Ml lake 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 QuaMy Criteria,DSB-89 and BCSI Building Component 250 IOug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandna,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-Whitney A ' K1955882 B1600610 SZO1 Jack-Open 4 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed May 04 13:42:57 2016 Page 1 ID:Vc75bHJneJNUPuZGIzRBaMyCd Ws-UL?S3QaPY4ifQiRPHLDewwdCl I_exthyKafkKtzJrky -1-0-0 I 1-10-15 210-9 1-0-0 1-10-15 0-1-1 Scale=1:10.9 3 5 A 7.00 12 ED PR°FFs<� � ANGiN -Fs / 9 a2 44/ `7 $ 4Z- 89200PE r 2 'A AM 1 1 7da -; = OREGON tr'g. _ <O '44". 14,2Q'\ Qi` SFR R 1 l-\- R, 3x4= 4 EXPIRES: 12/31/2017 i 1-10-15 210 1-10-15 0-1- LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.09 Vert(LL) -0.00 2 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.02 Vert(TL) -0.00 2-4 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCLL 0.0 * Code IBC2012/TP12007 (Matrix) Weight:8 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=165/0-5-8,4=19/Mechanical,3=40/Mechanical Max Horz 2=72(LC 12) Max Uplift2=-49(LC 12),3=-38(LC 12) Max Gray 2=185(LC 18),4=39(LC 5),3=45(LC 22) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)A plate rating reduction of 20%has been applied for the green lumber members. 8)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,3. 0,,RRI L, is 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 'QTV,*�W -crA. + N. G� SIQ5N9:8 W' 3A0A� �bI May 5,2016 1 MINIM A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. lotDesign valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Jdb Truss Truss Type Qty Ply PLH-Whitney A K1955883 Ell 600610 SZO2 Jack-Open 4 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed May 04 13:42:57 2016 Page 1 ID:Vc75bHJneJNUPuZGIzRBaMyCdWs-UL?53QaPY4ifQiRPHLDewwdBVl exthyKafkKtzJrky 1 -1-0-0 1 2-0-0 I 3-10-15 1 1-0-0 2-0-0 1-10-15 Scale=1:17.1 3 1 " QED P R 0pe ��'::90210N0E:E/9( �ip27.001,25C� �<' 7. N n Gr N N�OREGON �£j ,O Ai}, 14,2 ' P+ 2 ' IMFRRIVL 6 II 1 I/ EXPIRES: 12/31/2017 kid 3x4= 4 1 2-0-0 I 2-0-0 LTCLL OADING(Ps25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.17 Vert(LL) -0.00 2 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.02 Vert(TL) -0.00 2-4 >999 180 BCLL 0.0 * Rep Stress InaYES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix) Weight:11 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=113/Mechanical,2=217/0-5-6,4=19/Mechanical Max Horz 2=123(LC 12) Max Uplift3=-94(LC 12),2=-64(LC 12) Max Gray 3=128(LC 19),2=221(LC 19),4=39(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)A plate rating reduction of 20%has been applied for the green lumber members. 8)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,2. _�LF.RKKILL 8q� 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. r" J\9 of WASM . `7), tilir '000 4.51398 W �, CISTER sS'ONALE�G May 5,2016 WARNING �� rift'Basi gn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M/1-7473 rev.10/03/2015 BEFORE USE. Nut Design valid for use only with MTek®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 WOW k` is always required for stabiNty and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-Whitney A K1955884 B1600610 YO1 California Girder 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed May 04 13:42:59 2016 Page 1 I D:Vc75bHJneJNUPuZGIzRBaMyCd Ws-Rj7CU6bg4hyNf0ao01F6?Li0E6YU PV 1 FnuagPlzJrkw 1-1-0-0 I 3-8-7 I 7-7-3 710-15 12-1-1 12t4-13 16-3-9 I20-0-0 1 21-0-0 I 1-0-0 3-8-7 3-10-11 03-12 4-2-2 0-3-12 3-10-11 3-8-7 1-0-0 Scale=1:37.4 5x8 i 4x6 1� 19 11 2' `O 7.00 112 3x4 i 3x4 6 r� m Zi. v 2 17 1 2 LJ _� ® 7 is �� la 22 12 23 24 11 25 26 27 10 28 29 9 30 3x8= LUS24 LUS24 LUS24LUS24 LUS24 3x8—2x4 3x4 = 3x8= 2x4 LUS24 LUS24 LUS24 LUS24 I 3$-7I 7-7-3 I12-4-13 I 16-3-9 I20-0-0 I 3-8-7 3-10-11 4-9-11 3-10-11 3-8-7 Plate Offsets(X,Y1-- [3:0-1-12.0-1-8].[4:0-2-8.0-1-12].[5:0-2-8.0-1-12].[6:0-1-12.0-1-8] 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 0.73 Vert(LL) -0.08 10-11 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.58 Vert(TL) -0.17 10-11 >999 180 TCDL 7.0 Rep Stress Incr NO WB 0.27 Horz(TL) 0.07 7 n/a n/a BCLL 0.0 BCDL 10.0 * Code IBC2012/TPI2007 (Matrix-M) Weight:113 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-7-12 oc purlins,except BOT CHORD 2x6 DF No.2 2-0-0 oc purlins(3-6-8 max.):4-5. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0• -,i cp R OF MiTek recommends that Stabili -60,31.-•..w' � 1 be installed during truss ere I1� �,RD c- Installation guide. ,C? REACTIONS. (lb/size) 2=1448/0-5-8,7=1444/0-5-8 89200PE t--- Max Horz 2=146(LC 9) Max Uplift2=-265(LC 10),7=-261(LC 11) Max Gray 2=1936(LC 29),7=1928(LC 29) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. OREGON tti� TOP CHORD 2-17=-3159/415,3-17=-3110/423,3-4=-2607/448,4-18=-2113/420,18-19=-2113/421, -7G 2j ,\D, 19-20=-2107/418,5-20=-2101/415,5-6=-2554/432,6-21=-3083/412,7-21=-3136/404 /0 Al}'. 14 2° P'�' BOT CHORD 2-22=-380/2686,12-22=-380/2686,12-23=-380/2686,23-24=-380/2686,11-24=-380/2686, 11-25=-319/2175,25-26=-319/2175,26-27=-319/2175,10-27=-319/2175, /14, R R 10 10-28=-274/2663,28-29=-274/2663,9-29=-274/2663,9-30=-274/2663,7-30=-274/2663 WEBS 3-12=0/362,3-11=-585/88,4-11=0/572,5-10=0/626,6-10=-632/86,6-9=0/356 EXPIRES:_12/31/2017 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone;cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs ft_`�RR j,3/gq non-concurrent with other live loads. /��' �ASFrr. 5)Provide adequate drainage to prevent water ponding. J pF `W > 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ' C� ,p 7)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ` .4. ., O fit between the bottom chord and any other members. l�'� 8)A plate rating reduction of 20%has been applied for the green lumber members. i 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)2=265, .-.fir 7=261. eti 4k` 51398 10)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. �Q �,� � `,W 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. e i, G/s ,R 1.`° 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 2-0-12 SSIO STh from the left end to 17-11-4 to connect truss(es)to front face of bottom chord. 13)Fill all nail holes where hanger is in contact with lumber. Continued on page 2 May 5,2016 I ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. wilt Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiT®C is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Jbb Truss Truss Type Qty Ply PLH-Whitney A K1955884 X1600610 Y01 California Girder 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed May 04 13:42:59 2016 Page 2 ID:Vc75bHJneJNUPuZGIzRBaMyCdWs-Rj7CU6bg4hyNfoao0IF6?Li0E6YUPV1 FnuagPlzJrkw NOTES- 14)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)242 lb down and 153 lb up at 7-8-15,and 272 lb down and 204 lb up at 10-0-0,and 242 lb down and 153 lb up at 12-0-7 on top chord. The design/selection of such connection device(s)is the responsibility of others. 15)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-4=-64,4-5=-64,5-8=-64,2-7=-20 Concentrated Loads(Ib) Vert:4=-192 19=-207 20=-192 22=-56(F)23=-57(F)24=-57(F)25=-51(F)26=-51(F)27=-51(F)28=-57(F)29=-57(F)30=-56(F) A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTkk° 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 ANSitrirn Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandna,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-Whitney A K1955884 91600610 Y02 Common 1 1 ! Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed May 04 13:42:59 2016 Page 1 lD:Vc75bHJneJNUPuZGIzRBaMyCd WsRj7CU6bg4hyNf0aoOIF6?LiUU6YW PWGFnu8gPlzJrkw 1-1-0-0 1 5-0-0 10-0-0 I15-0-0 I 20-0-0 121-0-0 I 1-0-0 5-0-0 5-0-0 5-0-0 5-0-0 1-0-0 4x4= Scale=1:39.4 4 7.00 112 11 12 10 13 2x4 2x4 is 3 5 Cey i7 9 14 6 2 ��n /. 7 1V 8 3x8= 3x8= 3x8 = I 10-0-0 I 20-0-0 I 10-0-0 10-0-0 Plate Offsets(X,Y)-- [2:0-8-0.0-0-111.f6:0-8-0.0-0-111 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.33 Vert(LL) -0.13 6-8 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.55 Vert(TL) -0.40 6-8 >583 180 TCDL 7.0 Rep Stress Incr YES WB 0.25 Horz(TL) 0.03 6 n/a n/a BCLL 0.0 BCDL 10.0 * Code IBC2012/TPI2007 (Matrix) Weight:86 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-9-9 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc I:590a WEBS 2x4 DF Std G MiTek recommends that Stabilizer - . -Or%pro- • - •: be installed during truss erectio. - - r,,As Installation guide. NCa ER wQ REACTIONS. (lb/size) 2=899/0-5-8,6=899/0-5-8 , Max Horz 2=184(LC 11) • 89200PE r Max Uplift2=-212(LC 12),6=-212(LC 13) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-9=-1239/290,3-9=-1195/309,3-10=-920/210,10-11=-850/213,4-11=-819/223, 4-12=-819/223,12-13=-850/213,5-13=-920/210,5-14=-1195/309,6-14=-1239/290 © OREGON t(/� BOT CHORD 2-8=-283/1023,6-8=-160/1020 12_ 4„ D• &. WEBS 4-8=-77/578,5-8=-417/277,3-8=-417/277 /Q q 1' 14,2-'3\ ‘"-V- NOTES- SFR R i.-- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111 mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 7-0-0,Exterior(2)7-0-0 to 10-0-0,Interior(1)13-0-0 to 18-0-0 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate EXPIRES:_12/31/2017 grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. I Rf'LL 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 tail by 2-0-0 wide will ,, q fit between the bottom chord and any other members. ,1 wA$p OV 'W -1>' 7)A plate rating reduction of 20%has been applied for the green lumber members. �Q' 0, 'C�'' 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)2=212, : 6=212. —tor �r':-- Ada - � Q 9)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. -/Y''. - �a 4,�51398 • ,,..4k' SS JOAL VN4G May 5,2016 I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. I- Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek. is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Qualify Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 • Jtfb Truss Truss Type Qty Ply PLH-Whitney A K1955886 6,600610 Y03 COMMON 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed May 04 13:43:00 2016 Page 1 ID:Vc75bHJneJNUPuZGIzRBaMyCd Ws-vwhahSclr?4EH99yTmLXYFcDWJ8vc00XuOxCzJrkv I 4-0-0 I 10-0-0 16-0-0 I 20-0-0 I 4-0-0 6-0-0 6-0-0 4-0-0 4x6 H Scale=1:41.7 3 1 7.00 112 9 10 ,a 3x6 % 3x6 441( 11 N 4 vi 2 15 LUS26 w mini w o � !11 I I 11 11-x. I I I I 1!ti I I IlEg o IM 8 LUS26 LUS26 7 LUS26 LUS26 6 LUS26 ea 3x10. 3x10 3x6 H 8x8 = 3x6 HUS26 LUS26 LUS26 4-0-0 I 10-0-0 I 16-0-0 I 20-0-0 4-0-0 6-0-0 6-0-0 4-0-0 Plate Offsets(X,Y)-- [1:0-2-3.0-1-8].[2:0-2-8.0-1-8].[4:0-2-8.0-1-8].[5:0-2-3.0-1-8],[6:0-4-4.0-1-8].[7:0-4-0.0-4-12].[8:0-4-4.0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.52 Vert(LL) -0.11 7-8 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.60 Vert(TL) -0.32 7-8 >737 180 TCDL 7.0 Rep Stress lncr NO WB 0.50 Horz(TL) 0.09 5 n/a n/a BCLL 0.0 * BCDL 10.0 Code IBC2012/TP12007 (Matrix) Weight 209 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-10-0 oc purlins. BOT CHORD 2x6 DF 2250F 1.7E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Std G*Except* W3:2x4 DF No.1&Btr G ���ED PR OFFss REACTIONS. (lb/size) 1=4295/0-5-8,5=4887/0-5-8 ,, j NG I N EF / Max Horz 1=166(LC 7) 'Q Max Upliftl=-71(LC 10),5=-1091(LC 11) 4 2'87 Max Gray 1=4576(LC 19),5=5338(LC 20) Q 89200PE t" FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-8789/223,2-9=-5676/938,3-9=-5611/949,3-10=-5611/948,4-10=-5695/937, 4-5=-8700/1724 BOT CHORD 1-8=-261/7588,7-8=-261/7588,6-7=-1436/7415,5-6=-1436/7415 71- OREGON ,c,OREGON Ix WEBS 3-7=-800/5345,4-7=-2841/905,4-6=-540/2332,2-7=-2892/0,2-8=0/2432 /6 q]. 1 4 2-6\ Q4 NOTES- (15) SFR R 10- 1)2-ply truss to be connected together with 10d(0.120'x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-7-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-5-0 oc. EXPI RES: 12/31/2017 Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-10;VuIt=140mph(3-second gust)Vasd=111 mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone;cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 1.0,RRILL, 5)Unbalanced snow loads have been considered for this design. '4. O. WAS/44N 15' 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. , 7)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ,00,-- /):-. G1Q fit between the bottom chord and any other members. /• 8)A plate rating reduction of 20%has been applied for the green lumber members. i 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1 except(jt=lb) 5=1091. t re'z1 10)Girder carries tie-in span(s):22-0-0 from 4-0-0 to 20-0-0 "b1.1 5]398 ,W'. O 11)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. ��GISTER� ,e 12)Use Simpson Strong-Tie HUS26(14-10d Girder,4-10d Truss,Single Ply Girder)or equivalent at 4-0-0 from the left end to connect truss(es)to front face of bottom chord. SS4ONAL W-- 13)Use Simpson Strong-Tie LUS26(4-10d Girder,4-10d Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max.starting at 5-9-4 from the left end to 19-9-4 to connect truss(es)to front face of bottom chord. Continued on page 2 May 5,2016 1 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MTek®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/TPn Quality Criteria,DSB-89 and BCSI Building Component 250 bug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 • Job Truss Truss Type Qty Ply PLH-Whitney A K1955811 61600610 Y03 COMMON 1 f 2 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed May 04 13:43:00 2016 Page 2 I D:Vc75bHJneJNUPuZGIzRBaMyCd Ws-vwhahSclr?4EH99.yTmLXYFcDWtJ8vcO0XuOxCzJrkv NOTES- (15) 14)Fill all nail holes where hanger is in contact with lumber. 15)Refer to Structural Engineer of Record For Final uplift values at bearing points on girders. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-64,3-5=-64,1-8=-20,5-8=-430(F=-410) Concentrated Loads(Ib) Vert:8=-1069(F) ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Qualify Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314, Corona,CA 92880 I Jib Truss Truss Type Qty Ply PLH-Whitney A K1955887 6111600610 ZO1 California Girder 2 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek industries,Inc. Wed May 04 13:43:01 2016 Page 1 ID:Vc75bHJneJ NUPuZGIzRBaMyCd Ws-N6Fyvodwbl C5vJkAWAla4momZvEptRcYEBdxTezJrku I -1-0-0 1 5-7-3 5110-15 7-1-1 714-1$ 13-0-0 I 14-0-0 I 1-0-0 5-7-3 0-3-12 1-2-2 0-3-1+2 5-7-3 1-0-0 Scale=1:27.3 5x12 MT18H i 5x12 MT18H iSi 01' 7.00 112 1110 • r> m 12 cn 9 5 2 I—. a I— '7 I fl H fl H L flfl fl fl 1111 Rn N. 6 to S 13 14 8 15 16 7 17 18 3x8 LUS24 LUS24 2x4 II 3x4= LUS24 LUS24 \ 3x8 LUS24 LUS24 5-7-3 1 7-4-13 I13-0-0 I 5-7-3 1-9-11 5-7-3 Plate Offsets(X.Y1-- [2:0-2-5,0-1-8].[3:0-2-8,0-1-12].[4:0-2-8,0-2-8].[5:0-2-5,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.61 Vert(LL) -0.04 2-8 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.52 Vert(TL) -0.09 2-8 >999 180 MT18H 220/195 TCDL 7.0 Rep Stress Incr NO WB 0.13 Horz(TL) 0.02 5 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix) Weight:65 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-1-7 oc purlins,except BOT CHORD 2x6 DF No.2 2-0-0 oc purlins(5-4-12 max.):3-4. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0,•.pp•, -+ cp R of�^ MiTek recommends that Stabili -1011-• bre be installed during truss ere r<CO-• • :•• St'•' a. Installation guide. ,C? + REACTIONS. (lb/size) 2=1054/0-5-8,5=1054/0-5-8 89200PE r Max Horz 2=-108(LC 8) Max Uplift2=-396(LC 10),5=-396(LC 11) Max Gray 2=1455(LC 29),5=1455(LC 29) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. o OREGON l_Cr TOP CHORD 2-9=-2007/618,9-10=-1811/630,3-10=-1783/637,3-4=-1566/604,4-11=-1786/634, -7G 4 t` A, 11-12=-1814/628,5-12=-2010/616 <O Al Y 14,2Q'\�P'V' BOT CHORD 2-13=-509/1574,13-14=-509/1574,8-14=-509/1574,8-15=-511/1564,15-16=-511/1564, 7-16=-511/1564,7-17=-485/1577,17-18=-485/1577,5-18=-485/1577 FR R uv. WEBS 3-8=0/315,4-7=0/326 NOTES- EXPIRES: 12/31/2017 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone;cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. c1_`FILRILL 8q 5)Provide adequate drainage to prevent water ponding. v 10 WAS `i 6)All plates are MT20 plates unless otherwise indicated. J pF iti ;+ 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. /V .6% • 8)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will 0 /�'`-.. p fit between the bottom chord and any other members. ` ,.,,q..1.-'. ' • 9)A plate rating reduction of 20%has been applied for the green lumber members. • �/ 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)2=396, ,�� 5=396. 'd ri,'', 11)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. �© +P .;0G-75:1:1S 51398 �y 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. r� GISTER 13)Use Sfrom i a left endto90-11L4 toconnecttruss(es)to back Truss, face of bottom hGirder)or equivalent spaced at 2-0-0 oc max.starting at 2-0-12 `sSIONALE�' 14)Fill all nail holes where hanger is in contact with lumber. Continued on page 2 May 5,2016 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mit Design valid for use only with Mttek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall `� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Milek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Corona,CA 92880 f Job Truss Truss Type Qty Ply PLH-Whitney A K1955887 B1600610 Z01 California Girder 2 1 V Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed May 04 13:43:01 2016 Page 2 ID:Vc75bHJneJ NUPuZGIzRBaMyCd Ws-N6Fyvodwbl C5vJkAWAla4momZvEptRcYEBdxTezJrku NOTES- 15)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)388 lb down and 343 lb up at 5-8-15,and 388 lb down and 343 lb up at 7-3-1 on top chord. The design/selection of such connection device(s)is the responsibility of others. 16)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-64,3-4=-64,4-6=-64,2-5=-20 Concentrated Loads(Ib) Vert:3=-338 4=-338 13=-37(B)14=-37(B)15=-37(B)16=-37(B)17=-37(B)18=-37(B) A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Nut Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent bucking of individual truss web and/or chord members only. Additional temporary and permanent bracing 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 Qualify Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 r Jb Truss Truss Type Qty Ply PLH-Whitney A K1955888 81600610 Z02 Common 8 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Wed May 04 13:43:02 2016 Page 1 I D:Vc75bHJneJ NUPuZGIzRBaMyCd Ws-rloL67eYMcKyWrJM3uppdzKzPJeFcv?hTrNV?4zJrkt ! -1-0-0 1 6-6-0 I13-0-0 I 14-0-0 1 1-0-0 6-6-0 6-6-0 1-0-0 4x4= Scale=1:26.5 3 7.00 12 10 9 11 8 rl v 12 7 4 2 ' 9 4 ,• 5 , 0 6 3x6 2x4 II 3x6 I 6-6-0 I 13-0-0 I 6-6-0 6-6-0 Plate Offsets(X.Y)-- [2:0-2-3.0-1-8],[4:0-2-3.0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.48 Vert(LL) -0.05 2-6 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.32 Vert(TL) -0.12 2-6 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.12 Horz(TL) 0.01 4 n/a n/a BCLL 0.0 Code IBC2012/TP12007 (Matrix) Weight:47 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc braca WEBS 2x4 DF Std G MiTek recommends that Stabilize - r -•D'r0 n.6J - •e be installed during truss erectio. is - % • N r+7Ae Installation guide. ,Cj 0AG F,,,, vo REACTIONS. (lb/size) 2=605/0-5-8,4=605/0-5-8 �� 1- Max Horz 2=-125(LC 10) cc 89200PE T-- Max Uplift2=-150(LC 12),4=-150(LC 13) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-7=-659/123,7-8=-549/135,8-9=-539/137,3-9=-535/145,3-10=-535/145, 10-11=-539/137,11-12=-549/135,4-12=-659/123 a OREGON tCt BOT CHORD 2-6=-30/460,4-6=-30/460 71 its .` WEBS 3-6=0/303 /.6 9}' 14,2Q i...\-- NOTES- }NOTES- 4/FR R I VA-- 1)Wind:ASCE 7-10;Vult=l40mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 3-6-0,Exterior(2)3-6-0 to 6-6-0,Interior(1)9-6-0 to 11-0-0 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate EXPI RES: 12/31/2017 grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ` j 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 SVj�L w fit between the bottom chord and any other members. J Ov�-"rzZr((`,��r 1, 7)A plate rating reduction of 20%has been applied for the green lumber members. I r) 't'fy 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)2=150, ` r;; Q 4=150. ./i'� .'` ' 9)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. / o1 ', 513 9 8 W� (45 6GISTL811 sS/ONAL ti' May 5,2016 I MIAMI A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. MI Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing 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/1911 Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 • N _� Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 1 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property 3j" Center plate on joint unless x,y P y 4 (Drawings not to scale) offsets are indicated. Damage or Personal Injury lirliM Dimensions are in ft-in-sixteenths. ink Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system,e.g. and fully embed teeth. diagonal or X-bracing,is always required. See BCSI. TOP CHORDS 0-1/16" 2. Truss bracing must be designed by an engineer.For 4 wide truss spacing,individual lateral braces themselves WEBS may require bracing,or alternative Tor I _11111 O .. p bracing should be considered. 1_� O bil 3. Never exceed the design loading shown and never k materials on inadequately braced trusses. r- 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate C7-8 C6-7 C5-6 designer,erection supervisor,property owner and plates 0-'pa' from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5i Cut members to bear tightly against each other. 6; Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint - required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connector plates. THE LEFT. 7.' Design assumes trusses will be suitably protected from *Plate AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. Plate location details available in MiTek 20/20 NUMBERS/LETTERS. software or upon request. 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for ICC ES Reports: use with fire retardant,preservative treated,or green lumber. The first dimension is the plate 10.Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR 1311,ESR-1352,ESR 1988 responsibility of truss fabricator.General practice is to to slots.Second dimension is ER 3907,ESR 2362,ESR 1397, ESR 3282 camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and In all respects,equal to or better than that , Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the specified. by text in the bracing section of the truss unless otherwise shown. 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 14.Bottom chords require lateral bracing at 10 ft.spacing, section 6.3 These truss designs rely on lumber values BEARING or less,if no ceiling is installed,unless otherwise noted. established by others. 15.Connections not shown are the responsibility of others. I Indicates location where bearings (supports) occur. Icons vary but 16.aDo not cut or alter truss member or plate without prior ■�• reaction section indicates joint O 2012 MiTekO All Rights Reservedapproval of an engineer. number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. INN MN _� 0 18.Use ofreen or treated lumber may y pose unacceptable =� environmental,health or performance risks.Consult with project engineer before use. Industry Standards: ANSI/TPI1: National Design Specification for Metal 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone DSB-89: Design Standard for Bracing. is not sufficient. BCSI: Building Component Safety Information, 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, I\/1 iTe ks ANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev. 10/03/2015