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YA.51-2_016-°°0q cY_ RECEIVED R 2-6 Cfl' j(/)J) i MAR 15 2016 R Cal( 1GARD M.�Te k 11lEING ISDN MiTek USA, Inc. 250 Klug Circle Corona,CA 92880 951-245-9525 Re: 1 8307-SAGEBUILT 18307 SAGEBUILT ALDER-MURDOCK The truss drawing(s)referenced below have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by Pacific Lumber&Truss Co.. Pages or sheets covered by this seal: K1805488 thru K1805525 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. PROp-k- '<<- S '<<-AGIN Qw 89200PE40 �' tr r142,3 - 411FIR 11A- --'4:1;2444111 — March 14,2016 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. ..... lot MiTekg MiTek USA, Inc. 250 Klug Circle Corona,CA 92880 951-245-9525 Re: 1 8307-SAGEBUILT 18307 SAGEBUILT ALDER-MURDOCK The truss drawing(s)referenced below have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by Pacific Lumber&Truss Co.. Pages or sheets covered by this seal: K1805488 thru K1805525 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. 'RML ov CWAS 4t r eedx 14col 1398 Wt,' ST8 ' , 0 March 14,2016 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. i Job Truss Truss Type Qty Ply 18307 SAGEBUILT ALDER-MURDOCK K1805488 18307-SAGEBUILT A COMMON 1 1 Job Reference(optional) Pacific Lumber&Truss Co.. Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries.Inc. Mon Mar 14 12:18:35 2016 Page 1 I D:wM7ujt5tixl U n9mNX_5B Elzb2wf-KZe2R LPTNpUtQjmJ3ybLYloPQo_5H KH OY0j l4 nzb?s2 I 7-6-9 I 14-9-11 I 22-0-14 I 29-4-1 I 36-7-3 I- 44-4-14 45-4-14 7-6-9 7-3-3 7-3-3 7-3-3 7-3-3 7-9-11 1-o-d Scale=1:80.4 5x6= 6.0012 4 el 8x12% 21 8x12 20 23 3 5 M 1.5x4 \\ 1.5x4 // 2 6 x. 19 24 1 N n '► ..`7 BIrs q a 12 25 26 11 27 28 10 29 30 9 d 354 = 8x8= 8x8= 354 = 5x6 5x6= I 9-0-0 I 17-8-9 I 26-5-3 I 35-1-12 I 44-4-14 I 9-0-0 8-8-10 8-8-10 8-8-10 9-3-2 Plate Offsets(X.Y)- [1:0-0-0.0-1-71.[7:0-1-11,Edge1 LOADING(psf) TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP (Roof Snow-25.0) Plate Grip DOL 1.15 TC 0.78 Vert(LL) -0.36 11-12 >999 240 MT20 220/195 • TCDL 7.0 Lumber DOL 1.15 BC 0.69 Vert(TL) -0.80 11-12 >667 180 BCLL 0.0 Rep Stress Incr YES WB 0.63 Horz(TL) -0.24 1 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix-S) Weight:219 lb FT=20% 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. WEBS 2x4 DF Std G*Except* WEBS 1 Row at midpt 5-10,3-11 D• PR W4:2x4 DF No.1&Btr G MiTek recommends that Stabili -011-• - b L." • WEDGE ,ra' . . Left:2x4 SP No.3 be installed during truss ere .r�� � tt�. Installation guide. C.? __ REACTIONS. (lb/size) 7=1935/0-5-8,1=1859/Mechanical (If89200PE la Max Horz 7=-239(LC 15) Max Uplift 7=-440(LC 15),1=-405(LC 14) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown- • . TOP CHORD 1-19=-3470/738,2-19=-3351/753,2-3=-3302/805,3-20=-2598/680,20-21=-2529/688, -"9L , OREGON 4-21=-2508/705,4-22=-2511/698,22-23=-2532/682,5-23=-2601/673,5-6=-3351/806, /Q •9t* 4 "O1 . .': ' 6-24=-3418/749,7-24=-3517/733 'Q+ BOT CHORD 1-12=-574/3009,12-25=-389/2485,25-26=-389/2485,11-26=-389/2485,11-27=-252/1879, , iR ILS,,, 27-28=-252/1879,10-28=-252/1879,10-29=-533/2494,29-30=-533/2494, 9-30=-533/2494,7 9=789/3057 WEBS 4-10=-318/1093,5-10=-864/435,5-9=-238/718,6-9=-413/313,4-11=-317/1093, EXPIRES'.. 12131/2017 3-11=-857/431,3-12=-230/665,2-12=-396/316 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 8;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)0-0-0 to 4-5-5,Interior(1)4-5-5 to 22-0-14,Exterior(2)22-0-14 to 26-6-3 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber �RRR 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;Partially Exp.;Ct=1.1 �1� WASE 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 1_00 times flat roof load of 25.0 psf on overhangs .'0 t: • ., non-concurrent with other live loads. 7t .' ,:'t��tt�•. ,' 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ter.► 0 ; 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 4 fit between the bottom chord and any other members,with BCDL=10.0psf. 7)A plate rating reduction of 20%has been applied for the green lumber members. +. . 51398 . 8)Refer to girder(s)for truss to truss connections. Q �tGISTE - 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 405 lb uplift at joint 1. 10)One RT5 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)7.This connection is for uplift only . IONAL , and does not consider lateral forces. Continued on page 2 March 14,2016 • 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 18307 SAGEBUILT ALDER-MURDOCK K1805488 18307-SAGEBUILT A COMMON 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Mar 14 12:18:35 2016 Page 2 I D:wM7ujt5tixlUn9mNX_5BEIzb2wf-KZe2RLPTNpUtQjmJ3ybLYloPQo_5H KHOYOjl4nzb?s2 NOTES- 11)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE AW-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,not10111. 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 ICSI 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 18307 SAGEBUILT ALDER-MURDOCK K1805489 18307-SAGEBUILT Al COMMON 3 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton.OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Mar 14 12:18:37 2016 Page 1 ID:wM7ujt5tixlUn9mNX_5BEIzb2wf-Gxmosl QkvRIbflwhANdpdAtlRceR19GJ?KCP9fzb?s0 0-0112 3 2-9 1 7-6-9 1 14-9-11 16-4-141 22-0-14 1 29-4-1 1 36-7-3 1 44-4-14 45-4-34 0 0-12 3-1-13 4-4-0 7-3-3 1-7-3 5-8-0 7-3-3 7-3-3 7-9-11 -0 Scale=1.88.7 10x10 = 6.00 I12 7 r 1.5x4 II '� 29 8x12 27 6 28 8x12 26 5 ; 8 4x4% 18 1.5x4 // 8x12 M18SHS = 4 9 1.5x4 I 25 1 2 3 30 w a 0 --G� ,,,, p X47,- �-' �� 1g?I�1 N d 21 20 19 18 35 31 156 14 32 13 33 34 12 4x8 — 3x4= 4x6= 16 1.5x4 6x6= 5x8 = 3x4 = 5x6= 8x12 = 0-0112 3-2-9 I 9-0-0 16-4-14 7-8-8 22-0-14 1 26-5-3 35-1-12 I 44-4-14 I 0-0-12 3-1.13 5-9-7 7-4-14 -3-11 4-4-5 4-4-5 8-8-10 9-3-2 Plate Offsets(X.Y)-- [3:0-6-12.Edge],[7;0-5-4,Edge].[10:0-1-11.Edge].[13:0-4-0.0-3-4].[17:0-5-7.0-3-4].[20:0-3-8.0-2-0] LOADING(psf) 1 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.74 Vert(LL) -0.40 16 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.82 Vert(TL) -1.00 17-18 >530 180 M18SHS 220/195 TCDL 7.0 Rep Stress Ina YES WB 0.92 Horz(TL) -0.22 20 n/a n/a BCLL 0.0 * 1 Code IBC2012/TP12007 (Matrix-S) Weight:264 lb FT=20% BCDL - 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied,except BOT CHORD 2x4 DF No.l&Btr G 2-0-0 oc purlins(10-0-0 max.):1-3. WEBS 2x4 DF Std G*Except* BOT CHORD Rigid ceiling directly applied. n .R W11,W8:2x4 DF No.1&Btr G WEBS 1 Row at midpt 8-13,6- .tY4`•S p !t MiTek recommends that Sta..'z. --•TN : i :! - r be installed during truss er- aW l•ac •rdance with S-•iii - le- Installation guide. . 892OOP 'fir,. REACTIONS. (lb/size) 10=1953/0-5-8,20=1901/Mechanical Max Horz 10=-280(LC 15) Max Uplift 10=-427(LC 15),20=-384(LC 14) Max Gray 10=1953(LC 1),20=2088(LC 33) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. OREGONb �1(7� TOP CHORD 3-25=-5097/902,4-25=-4932/915,4-5=-4219/770,5-26=-2835/636,26-27=-2772/639, /6 -.4"' 74 20�` - - • 6-27=-2728/646,6-7=-2749/703,7-28=-2462/664,28-29=-2484/647,8-29=-2568/639, t?j1?.' 8-9=-3321/750,9-30=-3382/694,10-30=-3489/678 '/3 R 11- BOT CHORD 14-32=-256/1867,13-32=-256/1867,13-33=-539/2479,33-34=-539/2479, 12-34=-539/2479,10-12=-777/3025,19-20=-763/4490,18-19=-637/3964, 18-35=-428/2839,35-36=-428/2839,17-36=-428/2839 EXPIRES:, 12131/2017 - WEBS 7-13=-328/1033,8-13=-847/429,8-12=-216/673,9-12=-392/301,5-18=-242/1232, 4-18=-834/322,15-17=0/286,6-17=-338/130,3-19=-447/172,3-20=-4887/831, 4-19=-184/729,5-17=-1114/354,14-17=-265/1743,7-17=-374/1680 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)0-0-0 to 3-2-9,Interior(1)3-2-9 to 22-0-14,Exterior(2)22-0-14 to 26-6-3 zone;cantilever 4ILL' left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber ,J1 OV WASI� DOL=1.60 plate grip DOL=1.60 T. ��_ �(,� 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 Q ��C'. /01 , -e),- 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs ��� i • non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 1'r 6)All plates are MT20 plates unless otherwise indicated. d- 51398 , 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. CIgA 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 wills e fit between the bottom chord and any other members,with BCDL=10.0psf. jpN ,$fi� 9)A plate rating reduction of 20%has been applied for the green lumber members. • 10)Refer to girder(s)for truss to truss connections. Cotinued on-page'2 March 14,2016 i will-- A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Atli-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 18307 SAGEBUILT ALDER-MURDOCK K1805489 18307-SAGEBUILT Al COMMON 3 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Mar 14 12:18:37 2016 Page 2 I D:wM7ujt5tixl Un9mNX_5BEIzb2wf-Gxmosl QkvRlbflwhANdpdAtlRceR19GJ?KCP9fzb?s0 NOTES- 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 384 lb uplift at joint 20. 12)One RT5 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)10.This connection is for uplift only and does not consider lateral forces. 13)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/z"gypsum sheetrock be applied directly to the bottom chord. 14)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. 1111111. 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 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 SCSI Building Component 250 Klug Code 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 18307 SAGEBUILT ALDER-MURDOCK K1805490, 18307-SAGEBUILT A2 COMMON 3 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Mar 14 12:18:39 2016 Page 1 ID:wM7ujt5tixlUn9mNX_5BEIzb2wf-DKuZHiS_Q2?JvK44logHibz5xQKvD3mcTehWDYzb?s_ 0-0.12 3-2-9 1 7-6-9 I 14-9-11 16-4-14, 22-0-14 29-4-1 36-7-3 44-4-14 4,5-4-114 0-0-12 3-1-13 4-4-0 7-3-3 1-7-3 I 5-8-0 7-3-3 7-3-3 7-9-11 1-0-0 Scale=1:88.7 10x10 = 6.00 FIT 7 1.5x4 11 Erit 8x1227 6 28 8x12 � 29 5 I 4x4% @ 1.5x4 // 8x12 M18SHS = 4 9 1.5x4 II 25 1 2 30 r .g30 o _X 1 Io1N 21 20 19 18 35 31 156 14 32 13 33 34 12 4x8 = 3x4= 4x6= 16 1.5x4 6x6= 5x8 = 3x4= 5x6= 8x12 = 0-0112 3r 2-9 9-0-0 I 16-4-147-8-9 22-0-14 i 26-5-3 35-1-12 44-4-14 0-0-12 3-1-13 5-9-7 7-4-14 1-3-11 4-4-5 4-4-5 8-8-10 9-3-2 Plate Offsets(X.Y)— [3:0-6-12.Edge].[7:0-5-4.Edge].[10:0-1-11.Edge].[13:0-4-0.0-3-4].[20:0-3-8.0-2-0] LOADING(psf) I SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.74 Vert(LL) -0.40 16 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.82 Vert(TL) -1.00 17-18 >530 180 M18SHS 220/195 TCDL 7.0 Rep Stress lncr YES WB 0.92 Horz(TL) -0.22 20 n/a n/a BCLL 0.0 * BCDL 10.0 Code IBC2012/TP12007 (Matrix-S) f Weight:264 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied,except BOT CHORD 2x4 DF No.1&Btr G 2-0-0 oc purlins(10-0-0 max.):1-3. WEBS 2x4 DF Std G*Except* BOT CHORD Rigid ceiling directly applied. W11,W8:2x4 DF No.1&Btr G WEBS 1 Row at midpt 8-13,64c•�4 P R� � MiTek recommends that Sta..'t� •r�.i-.�+!‘•4 " be installed during truss er- '601 ac •rdance with S+•ili Installation guide. cc 89200Pt REACTIONS. (lb/size) 10=1953/0-5-8,20=1901/Mechanical Max Horz 10=-280(LC 15) Max Uplift 10=-427(LC 15),20=-384(LC 14) Max Gray 10=1953(LC 1),20=2088(LC 33) ' FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. "�OREGON pr TOP CHORD 3-25=-5097/902,4-25=-4932/915,4-5=-4219/770,5-26=-2835/636,26-27=-2772/639, '7o 4Y 7 2.es, 6-27=-2728/646,6-7=-2749/703,7-28=-2462/664,28-29=-2484/647,8-29=-2568/639, M , 8-9=-3321/750,9 30=3382/694,10-30=-3489/678 ER R 10- BOT CHORD 14-32=-256/1867,13-32=-256/1867,13-33=-539/2479,33-34=-539/2479, 12-34=-539/2479,10-12=-777/3025,19-20=-763/4490,18-19=-637/3964, 18-35=-428/2839,35-36=-428/2839,17-36=-428/2839 EXPIRES. _. 12/31/201.7_ WEBS 7-13=-328/1033,8-13=-847/429,8-12=-216/673,9-12=-392/301,5-18=-242/1232, 4-18=-834/322,15-17=0/286,6-17=-338/130,3-19=447/172,3-20=-4887/831, 4-19=-184/729,5-17=-1114/354,14-17=-265/1743,7-17=-374/1680 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;MWFRSERRILL 4(envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-2-9,Interior(1)3-2-9 to 22-0-14,Exterior(2)22-0-14 to 26-6-3 zone;cantilever �q left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber ,1� oo WAShr;`"i" DOL=1.60 plate grip DOL=1.60 (,� te' 2)TOLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;ExpB;PartiallyExp.;Ct=1.1 �a ) 9rY 3)Unbalanced snow loads have been considered for this design. aro„,%?,7 -¢t.''.. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs "aor/ non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. � � 6)All plates are MT20 plates unless otherwise indicated. • '� +,„51398 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. .�+ Gjs' ,R 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 � • cs' c,NG fit between the bottom chord and any other members,with BCDL=10.Opsf. SIvNAL• 9)A plate rating reduction of 20%has been applied for the green lumber members. Co(tnued on p ge(s)for truss to truss connections. March 14,2016 4 INNIIIMI 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 M7ek®connectors.This design is based only upon parameters shown,and is for an individual building component,notWI. 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/TPIl 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 18307 SAGEBUILT ALDER-MURDOCK K1805490 18307-SAGEBUILT A2 COMMON 3 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7 640 s Sep 29 2015 MiTek Industries,Inc. Mon Mar 14 12:18:39 2016 Page 2 ID wM7ujt5tixtUn9mNX_5BEIzb2wf-DKuZHiS_Q2?JvK44logHibz5xQKvD3mcTehWDYzb7s_ NOTES- 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 384 lb uplift at joint 20. 12)One RT5 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)10.This connection is for uplift only and does not consider lateral forces. 13)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and'/2"gypsum sheetrock be applied directly to the bottom chord. 14)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. ®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 MiTek0 connectors.This design is based only upon parameters shown,and is for an individual building component,not1111. 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 I MiTek. is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see 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 18307 SAGEBUILT ALDER-MURDOCK K1805491 18307-SAGEBUILT A3 COMMON 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Mar 14 12:18:40 2016 Page 1 ID:wM7ujt5tixIUn9mNX_5BEIzb2wf-hWSxU2TcBM7AWUeGrVBWFoVF7phPybYIhIQ3I_zb?rz 7-6-9 i 14-9-11 I 22-0-14 I 29-4-1 36-7-3 I. 44-4-14 45-4-14 7-6-9 7-3-3 7-3-3 7-3-3 7-3-3 7-9-11 -0-0 Scale=1:80.4 5x6= 6.00 12 4 "•it 8x12% 21 22 8x12 20 23 • 3 5 •7 1.5x4 \\ 1.5x4 // 2 6 \ :; 1 19 lk\ Alli;All\.' :iN Bi d 12 25 26 11 27 28 10 29 30 9 d 3x4 = Bx8= 8x8- 3x4 = 5x6= 5x6= I 9-0-0 I 17-8-9 I 26-5-3 I 35-1-12 I 44-4-14 I 9-0-0 8-8-10 8-8-10 8-8-10 9-3-2 Plate Offsets(X.Y)— [1:0-0-0.0-1-4[7:0-1-11.Edge] LOADING(psf) SPACING- 2-0-0 . CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TOLL 25.0 Plate Grip DOL 1.15 TC 0.78 Vert(LL) -0.31 11-12 >999 240 MT20 220/195 (Roof Snow=25.0) I Lumber DOL 1.15 BC 0.68 Vert(TL) -0,70 9-10 >765 180 TCDL 7.0 Rep Stress Incr YES WB 0.63 Horz(TL) -0.19 1 n/a n/a BCLL 0.0 ADL 10-0 j Code IBC2012/TPI2007 (Matrix-S) Weight:219 Ib FT=20% 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. WEBS 2x4 DF Std G*Except* WEBS 1 Row at midpt 5-10,3-11 % W4:2x4 DF No.1&Btr G MiTek recommends that Stabili s\I• �1• - • '• • WEDGE be installed during truss erec'•n. D-•• ='•".,E.610 Left:2x4 SP No.3 Installation guide. C.? REACTIONS. (lb/size) 7=1940/0-5-8,1=1854/Mechanical Aw.. NH8920OPE Max Horz 7=-239(LC 15) Max Uplift 7=-442(LC 15),1=-405(LC 14) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown ' TOP CHORD 1-19=-3464/738,2-19=-3345/753,2-3=-3296/804,3-20=-2588/677,20-21-2519/686, Y OREGON .. 0, .et . 4-21 2498/703,4-22=-2499/694,22-23=-2520/677,5-23-2589/669,5-6=-3294/784, L/O q�, ,LQ'‘ 6-24-3355/729,7-24=-3462/712 + +► BOT CHORD 1-12=-570/3003,12-25=-38612477,25-26=-386/2477,11-26=-386/2477,11-27=-248/1871, 7 F ILS,,,, - 27-28=-248/1871,10-28=-248/1871,10-29=-526/2478.29-30=-526/2478, r7 9-30=-526/2478,7-9=-766/3001 WEBS 4-10=-314/1084,5-10=-847/430,5-9=-220/670,6-9=-395/301,4-11=-317/1091, 3-11=-859/434,3-12=-232/672,2-12=-396/306 EXP.IR.ES:. 2/31/2017- NOTES- 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 (envelope)gable end zone and C-C Exterior(2)0-0-0 to 4-5-5,Interior(1)4-5-5 to 22-0-14,Exterior(2)22-0-14 to 26-6-3 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber �R�LL DOL=1.60 plate grip DOL=1.60 l` 4.. 2)TCLL ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 ,a1� WAS 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs / . non-concurrent with other live loads. -r• ,.trf, :r�_ 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ' o ; 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. ,•:,:r 7)A plate rating reduction of 20%has been applied for the green lumber members. e 51398 44 - 8)Refer to girder(s)for truss to truss connections. C3, ibiSTE ,,ii(' 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 405 lb uplift at joint 1. - ,s+,., Cjl' 10)One RT5 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)7.This connection is for uplift only 1Qi �ALs and does not consider lateral forces. Continued on page 2 March 14,2016 AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Itill" Design valid for use only with M7ek0 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[Tek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/T911 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 18307 SAGEBUILT ALDER-MURDOCK K1805491 18307-SAGEBUILT A3 COMMON 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Mar 14 12:18:40 2016 Page 2 ID wM7ujt5tixlUn9mNX_5BEIzb2wf-hWSxU2TcBM7AWUeGrVBWFoVF7phPybYIhlQ31_zb?rz NOTES- 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. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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 I18307SAGEBUILTALDER-MURDOCK K1805492' 18307-SAGEBUILT A4 COMMON 1 1 t IJob Reference(optional) ; Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Mar 14 12:18:41 2016 Page 1 ID:wM7ujt5tixlUn9mNX_5BEIzb2wf-9j0JhOUEyfF08eDTPDilnO2QvD1fh2svwyAdHRzb?ry 0-51- 7-9-11 1 15-0-13 1 22-4-0 i 29-7-3 I 36-10-5 I 44-&0 45.4) 1 0-0 7-9-11 7-3-3 7-3-3 7-3-3 7-3-3 7-9-11 1-0-0 Scale=1:81 1 5x6= 6.00 171-2- 5 v 8x12 i 22 23 8x12 21 24 4 . 6 I11 I`1 1.5x4 \\ 1.5x4 Ii 7 20 25 in 1 2 \ F IF 8 r) 13 26 27 12 28 29 11 30 31 10 3x4= 8x8 = 8x8 = 3x4= 5x6= 5x6 = I 9-3-2 I 17-11-11 1 26-8-5 1 35-414 I 44-8-0 I 9-3-2 8-8-10 8-8-10 8-8-10 9-3-2 Plate Offsets(X.Y)— [2:0-1-11,Edge].[8:0-1-11.Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL- in (lac) 1/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.78 Vert(LL) -0.30 10-11 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.68 Vert(TL) -0.70 10-11 >765 180 BCD LLTCL 0.0 *7.0Rep Stress Incr YES WB 0.63 Horz(TL) 0.20 8 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix-S) Weight:220 lb FT=20% 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. WEBS 2x4 DF Std G*Except* WEBS 1 Row at midpt 6-11,4-12 ' W4:2x4 DF No.1&Btr G D. PROP � - 15 MiTek recommends that Stabili ss\gcpp1-•• ' be installed during truss ere ••r<�-•�: "� ,i�. , 0 Installation guide. C? REACTIONS. (lb/size) 2=1940/0-5-8,8=1940/0-5-8 `t- 89200i"'E MR Max Horz 2=-226(LC 19) Max Uplift2=-443(LC 14),8=-443(LC 15) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-20=-3461/713,3-20=-3355/729,3-4=-3293/785,4-21=-2591/669,21-22=-2523/677, ICI ' k- 5-22=-2501/694,5-23=-2501/694,23-24=-2523/677,6-24=-2591/669,6-7=-3293/786, 74,OREG . 7-25=-3355/730,8-25=-3462/714 • /Q '9� 1 4 2.43 -�- BOT CHORD 2-13=-754/3000,13-26=-514/2480,26-27=-514/2480,12-27=-514/2480,12-28=-236/1873, 0.'28-29=-236/1873,11 29=236/1873,11-30=-366/2480,30-31=-366/2480, FR R L�- 10-31=-366/2480,8-10=-529/3000 WEBS 5-11=-315/1092,6-11=-857/430,6-10=-221/670,7-10=-395/301,5-12=-314/1092, 4-12=-857/430,4 13=220/670,3-13=-395/301 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 and C-C Exterior(2)-1-0-0 to 3-5-10,Interior(1)3-5-10 to 22-4-0,Exterior(2)22-4-0 to 26-9-10 zone; cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown; . Lumber DOL=1.60 plate grip DOL=1.60 ,EILL & RR 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 O WA$ �q,� 3)Unbalanced snow loads have been considered for this design. 4 k �I 4)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs �' i 'VC' t� non concurrent with other live loads. 0!�'I p 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. " �� ': 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will / fit between the bottom chord and any other members,with BCDL=10.0psf. -% gr 7)A plate rating reduction of 20%has been applied for the green lumber members. ,p 8)One RT5 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2 and 8.This connection is for uplift • '1 44,E 51398 ci only and does not consider lateral forces. GFSTES 9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and"A"gypsumS' CS sheetrock be applied directly to the bottom chord. .-• SIONALS March 14,2016 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. MEM Design valid for use only with MiTek0 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 118307 SAGEBUILT ALDER-MURDOCK K1805493 18307-SAGEBUILT A5 ROOF SPECIAL 4 1 I_ 1.. ___ _ Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Mar 14 12:18:42 2016 Page 1 ID:wM7ujt5tixlUn9mNX_5BEIzb2wf-dvahvkUsjzNtmoofzwD_KDac_dKOQ R D29cvAptzb?rx 0-9 2-5-8 1 7-0-8 1 11-3-12 I 18-0-0 1 22-4-0 1 29-7-3 i 36-10-5 I 44-8-0 45-8-0 1-0-0 2-5-8 4-7-0 4-3-4 6-8-4 4-4-0 7-3-3 7-3-3 7-9-11 1-0-0 5x6= Scale=1 87.0 6.00 1-1-2- 8. 5x6 3x8 D 7�., 30 8x12 29 31 6 9 3x4% •' 4 5 • ••• / 1.5x4 // 5x6 10 4 1.5x4 II tt 2� 32 (,)1 2 -l ' IN �L ►r�� : �:� i jO 20 19 33 14 34 35 13 _ d `$2 16 15 3x4= 3x4= 17 5x8 3x4= 5x6= r. 7x16 = 8x8 3.0 ' 3x4 II 8x12 M18SHS= 1 2-5-8 1 11-3-12 1 16-0-0 118-0-0 i 22-4-0 1 26-8-4 1 35-4-14 I 44-8-0 I 2-5-8 8-10-4 4-8-4 2-0-0 4-4-0 4-4-4 8-8-10 9-3-2 Plate Offsets(X.Y)- [2:0-9-0.0-1-8].[11:0-1-11.Edge],[14:0-4-0,0-3-4].[15:0-4-0.0-3-0].[20:0-7-8.Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.75 Vert(LL) -0.33 13-14 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.86 Vert(TL) -0.87 19-20 >617 180 M18SHS 220/195 TCDL 7.0 Rep Stress Incr YES WB 0.88 Horz(TL) 0.32 11 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 (Matrix S) IWeight:261 lb FT=20% BCDL 10.0 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`Except` BOT CHORD Rigid ceiling directly applied. Except: B1:2x6 DF No.2 G,B5:2x4 DF Std G 10-0-0 oc bracing:16-18 � �}[� WEBS 2x4 DF Std G*Except* WEBS 1 Row at midpt 9-14,5- :,•Q5 ..'',. W1:2x6 DF No.2 G Mitek recommends that Sta•f- ---•• Tim.•1•++•kw;-, j be installed during truss er- c t0i•ac •rdance with S- - 2 ' Installation guide_ • 8- I• 17 REACTIONS. (lb/size) 2=1967/0-5-8,11=1956/0-5-8 IIM Max Horz 2=-226(LC 15) Max Uplift2=-426(LC 14),11=-432(LC 15) FORCES. (Ib) Max.Comp./Max.Ten. All forces 250(lb)or less except when shown. -7 OREGON 1 TOP CHORD 2-3=-5447/1130,3-28=-5351/1232,4-28=-5339/1245,4-5=-3496/715,5-6=-2738/609, 6-29=-2636/610,7-29=-2599/622,7-8=-2168/616,8-30=-2459/672,30-31=-2490/655, /0 Y 14,2P* 4 9-31= -2576/647,9-10=-3324/762,10-32=-33851707,11-32=-34931690 /j ' BOT CHORD 2-20=-1185/4866,19-20=-865/3547,18-19=-641/3074,7-18=-148/942,15-16=-133/378, fil1Fj R(LV 15-33=-209/1870,14-33=-209/1870,14-34=-350/2486,34-35=-350/2486, 13-35=-35012486,11-13=-508/3028 WEBS 8-14=-332/1036,9-14=-858/431,9-13=-216/668,10-13=-390/300,5-19=-58/541, EXP IRES:_ 12 1/201`' 4-19=-5751273,4-20=-418/1479,5-18=-892/338,8-15=-280/1009,15-18=-235/1984, 7-15=-1328/382 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 3-5-10,Interior(1)3-5-10 to 22-4-0,Exterior(2)22-4-0 to 26-9-10 zone; cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown; 9�� Il j Lumber DOL=1.60 plate grip DOL=1.60 . - 0c W A Sit, ll 4-i t, 2)TOLL;ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 Op �« f'i3)Unbalanced snow loads have been considered for this design. �/ =� �4)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs - ` - non-concurrent with other live loads. / 5)All plates are MT20 plates unless otherwise indicated. - 4 O 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. n .'4' 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 " ,� 51398 4. fit between the bottom chord and any other members,with BCDL=10.0psf. 0� 4�GIST1W 8)A plate rating reduction of 20%has been applied for the green lumber members. � . 9)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity N of bearing surface. Continued on page 2 March 14,2016 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mill Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and is for an individual building component.not a truss system.Before use,the building designer must verify the applicability of design parameters and 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 18307 SAGEBUILT ALDER-MURDOCK K1805493 18307-SAGEBUILT A5 ROOF SPECIAL 4 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Mar 14 12:18:42 2016 Page 2 ID:wM7ujt5tixlUn9mNX_5BElzb2wf-dvahvkUsjzNtmoofzwD_KDac dKOQRD29cvAptzb?rx NOTES- 10)One RT5 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2 and 11.This connection is for uplift only and does not consider lateral forces. 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. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111-7473 rev.10/03/2015 BEFORE USE. ter. 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/TPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply 18307 SAGEBUILT ALDER-MURDOCK K1805494' 18307-SAGEBUILT A6 ROOF SPECIAL 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries.Inc. Mon Mar 14 12:18:43 2016 Page 1 ID:wM7ujt5tixlUn9mNX_5BEIzb2wf-557464VVUHVkNyNrXdkDtR7nj1gF9uTCNGfkLJzb?rw -1-0-Q 2-5-8 7-0-_8_ 11-3-12 ,_ 18-0-0 i 22-4-0 1 29-7-3 I 36-10-5 I 44-8-0 i 1-0-0 2-5-8 4-7-0 4-3-4 6-8-4 4-4-0 7-3-3 7-3-3 7-9-11 5x6= Scale=1:86.1 6.00 12 8 5x6 3x8% 7 298x12 28 �' 30 6 9 3x4 i 0 4 5 1.5x4 // 5x6 i 10 4 1.5x4 II 7/ 31 3 2 _ ,. :: 11 M. d 19 18 32 13 33 34 12 d d 3x4= 16 15 14 3x4= 7x16= 5x8= 3x4= 3x8= 3.001 12 _ 3x4 II 8x8= 8x12 M18SHS = 1 2-5-8 1 11-3-12 1 16-0-0 118-0-01 22-40 1 26-8-4 1 35-4-14 1 44-8-0 I 2-5-8 8-10-4 4-8-4 2-0-0 4-4-0 4-4-4 8-8-10 9-3-2 Plate Offsets(X.Y)— [2:0-9-0.0-1-8],[11:0-8-0.0-0-6].[13:0-4-0.0-3-4[14:0-4-0.0-3-0].[19:0-7-8.Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.76 Vert(LL) -0.33 12-13 >999 240 MT20 220/195 (Roof Snow=25.0} Lumber DOL 1.15 BC 0.86 Vert(TL) -0.87 18-19 >617 180 M18SHS 220/195 TCDL 7.0 Rep Stress Incr YES WB 0.88 Horz(TL) 0.32 11 n/a n/a BCLL 0.0 BCDL 10.0 Code IBC2012/TP12007 (Matrix-S) Weight:260 lb FT=20% 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*Except* BOT CHORD Rigid ceiling directly applied. Except: B1:2x6 DF No.2 G,B5:2x4 DF Std G 10-0-0 oc bracing:15-17 WEBS 2x4 DF Std G*Except* WEBS 1 Row at midpt 9-13,5- . mit 1�' P�t�tRtrr�F�S' W1:2x6 DF No.2 G MiTek recommends that Sta. z� ro eE ', •) 411,ac,•rdance with S-'ill - be installed duringtruss er- 6iQ Installation guide. 89200P� REACTIONS. (lb/size) 2=1967/0-5-8,11=1892/0-5-8 ,� Ma Max Horz 2=235(LC 14) Max Uplift2=-426(LC 14),11=-402(LC 15) . FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. OREGON C(f TOP CHORD 2-3=-5449/1136,3-27=-5352/1237,4-27=-5340/1250,4-5=-3497/716,5-6=-2739/611, 47 6-28=-2636/611,7-28=-2595/623,7-8=-2169/616,8-29=-2461/677,29-30=-2491/660, L/O All-9 y, 14 V - 9-30=-2577/651,9-10=-3329/763,10-31=-3385/708,11-31=-3498/694 RP BOT CHORD 2-19=-1199/4867,18-19=-876/3548,17 18=651/3075,7-17=-150/942,14-15=-135/378, .-ii R I L\- 14-32=-218/1871,13-32=-218/1871,13-33=-365/2487,33-34=-365/2487, 12-34=-365/2487,11-12=-528/3032 WEBS 8-13=-332/1037,9 13=-859/431,9-12=-217/672,10-12=-391/301,5-18=-58/541, EXPIRES: 12/31/2017 4-18=-575/273,4-19=-422/1479,5-17=-892/338,8-14=-280/999,14-17=-244/1985, 7-14=-1315/384 NOTES- 1)Wnd: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 3-5-10,Interior(1)3-5-10 to 22-4-0,Exterior(2)22-4-0 to 26-9-10 zone; .KRILL 8 cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown; .y, Lumber DOL=1.60 plate grip DOL=1.60 .4C:)1 ��WAS i" 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 045? 3)Unbalanced snow loads have been considered for this design. a4)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs " (4`�. non-concurrent with other live loads. '�- P . 5)All plates are MT20 plates unless otherwise indicated. ~ 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads_ O - 'CV 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 O ,,Q 51398 44,r - fit between the bottom chord and any other members,with BCDL=10.Opsf. ® R 8)A plate rating reduction of 20%has been applied for the green lumber members. AS' ("j\ 9)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity SIONAL— of bearing surface. Continued on page 2 March 14,2016 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 MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,nothill 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/TPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply 18307 SAGEBUILT ALDER-MURDOCK K1805494 18307-SAGEBUILT A6 ROOF SPECIAL 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Mar 14 12:18:43 2016 Page 2 ID:wM7ujt5tixlUn9mNX 5BElzb2wf-557464VVUHVkNyNrXdkDtR7nj1gF9uTCNGfkLJzb?rw NOTES- 10)One RT5 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2.This connection is for uplift only and does not consider lateral forces. 11)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)11.This connection is for uplift only and does not consider lateral forces. 12)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. � 1 AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED AfITEK REFERENCE PAGE MII-7473 rev.10ro3t2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Qualify Criteria,DSB-89 and 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 IJob Truss Truss Type Qty Ply 18307 SAGEBUILT ALDER-MURDOCK K1805495 18307-SAGEBUILT A7 COMMON 4 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Mar 14 12:18:44 2016 Page 1 ID wM7ujt5tixlUn9mNX_5BEIzb2wf-ZHhSKOW7Fadb?6y24LFSPegx6R3LuPYLcwOHulzb?ry 7-6-9 I 14-9-11 I 22-0-14 I 29-4-1 I 36-7-3 44-4-14 45-4-14 7-6-9 7-3-3 7-3-3 7-3-3 7-3-3 7-9-11 -0- Scale=1-80.4 5x6= 6.00 F1-2- 4 8x12% 21 22 8x12 20 23 3 5 • .01 1.5x4 \\ 1.5x4 Ii 2 6 \ e; 19 24 1 N 7 Ich 12 25 26 11 27 28 10 29 30 9 3x4= 8x8= 8x8= 3x4 = 5x6= 5x6= I 9-0-0 I 17-8-9 I 26-5-3 I 35-1-12 I 44-4-14 I 9-0-0 8-8-10 -- 8-8-10 - 8-8-10 .. 9-3-2 Plate Offsets(X.Y)— [1:0-0-0.0-1-7].[7:0-1-11.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 0.78 Vert(LL) -0.31 11-12 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.68 Vert(TL) -0.70 9-10 >765 180 TCDL 7.0 Rep Stress Incr YES WB 0.63 Horz(TL) -0.19 1 n/a n/a BCLL 0.0 BDL 10.0_ Code IBC2012/TP12007 (Matrix-S) Weight:219 lb FT=20% 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. WEBS 2x4 DF Std G'Except` WEBS 1 Row at midpt 5-10,3-11 p P R W4:2x4 DF No.1&Btr G MiTek recommends that Stabili �a�pdT- -r%. %. �F ' WEDGE Left:2x4 SP No.3 be installed during truss ere .ri,, • I t��b't„• Y Installation guide. CO' REACTIONS. (lb/size) 7=194010-5-8,1=1854/Mechanical 4: - 89200PE Va Max Horz 7=-239(LC 15) Max Uplift7=-442(LC 15),1=-405(LC 14) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. d OREGON t � TOP CHORD 1-19=-3464/740,2-19=-3342/754,2-3=-3296/805,3-20=-2588/678,20-21=-2519/686, -7G A_ , iV' 4-22=-2499/694, • 4-21=-2498/703, 22-23=-2520/677,5-23=-2589/669,5-6=-3294/784, /0 ,.9Y 14 245N 6-24=-3355/729,7-24=-3462/712 "4:' ' BOT CHORD 1-12=-571/3003,12-25=-386/2477,25-26=-386/2477,11-26=-386/2477,11-27=-248/1871, 17/&.RRIA-. .le* ,. 27-28=-248/1871,10-28=-248/1871,10-29=-526/2478,29-30=-526/2478, 9-30=-526/2478,7-9=-766/3001 WEBS 4-10=-314/1084,5-10=-846/430,5-9=-220/670,6-9=-395/301,4-11=-317/1091, EXPIRES:. 1221/20173-1 1=-859/434,3-12=-232/672,2-12=-396/306 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)0-0-0 to 4-5-5,Interior(1)4-5-5 to 22-0-14,Exterior(2)22-0-14 to 26-6-3 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber � l�L DOL=1.60 plate grip DOL=1.60 - , 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1WAS 3)Unbalanced snow loads have been considered for this design. .` �� �jkc, 4)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times flat roof load of 25.0 psf on overhangsArit9 �. A. l' non-concurrent with other live loads. � <4. ..• 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. .. 'yl►)4 - 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will \• fit between the bottom chord and any other members,with BCDL=10.0psf. ,-441,,r 7)A plate rating reduction of 20%has been applied for the green lumber members. . . orj513 8)Refer to girder(s)for truss to truss connections. 0•A'''04, 51398,,o 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 405 lb uplift at joint 1. �'�► S.j 10)One RT5 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)7.This connection is for uplift only 1014 and does not consider lateral forces. Continued on page 2 March 14,2016 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not14111. a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall l building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M iTek^ is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/1PI1 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 18307 SAGEBUILT ALDER-MURDOCK K1805495 18307-SAGEBUILT A7 COMMON 4 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Mar 14 12:18:44 2016 Page 2 ID:wM7ujt5tixlUn9mNX_5BElzb2wf-ZHhSKQW7Fadb76y24LFSPegx6R3LuPYLcwOHulzb?ry NOTES- 11)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. 4 1 AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek. a 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 18307 SAGEBUILT ALDER-MURDOCK K1805496 18307-SAGEBUILT AGE Common Supported Gable 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Mar 14 12:18:47 2016 Page 1 ID:wM7ujt5tixlUn9mNX_5BEIzb2wf-_sNayRY?YV?AsZhcmTp91 HIdPeE95uLnludxU4zb?rs 22-0-14 I _ _ 44-4-14 45-4-14 22-0-14 22-4-0 -0- 5x6= Scale=1:82.0 6.00 12 17 18 19 , 70 16 20 3x6% 13 15 21 22 72 3x6 12 23 73 24 11 �. . ' 1•, 25 10 26 c� 9 27 rb 8 NII 28 6 , j 7 29 5 4 31 32 3 33 2 34 N 1 M 1 0 35 c,) $ $ 8 $ $ $ $ ® $ $ $ 5.9 $ $ 8 $ $ 40� 8 $ $ $ 8 4 $ $ $ $ 8 7 364 r' r, n n n r, r. n n n r. n d 3x6 = 69 68 67 66 65 64 63 62 61 60 59 58 56 55 54 53 52 51 50 48 47 46 45 44 43 42 41 40 39 38 37 57 49 3x6 3x6= 3x6 I 44-4-14 I 44-4-14 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.07 Vert(LL) 0.00 35 n/r 120 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.03 Vert(TL) 0.00 36 n/r 120 TCDL 7.0 Rep Stress Incr YES WB 0.12 : Horz(TL) 0.01 35 n/a n/a BCDL 10.0BCLL 0.0 - Code IBC2012/TP12007 I (Matrix) Weight:373 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 DF Std G*Except* WEBS 1 Row at midpt 18-53,17-54,16-5 - . 14-58,19-52, ST16,ST15:2x4 DF No.1&Btr G 20-51,21-56 48 0R©F MiTek recommends that Stabili. sr\ ?-••,.� ,� ."• .- be installed during truss ere '•rsD-•• '�` ta16'ts•- i Installation guide. $ ����� f REACTIONS. All bearings 44-4-14. cc- (Ib)- Max Horz 1=-235(LC 15) Max Uplift All uplift 100 lb or less at joint(s)35,54,55,56,58,59,60,61,62, 63,64,65,66,67,68,69;52,51,50,48,47,46,45,44,43,42,41,40, 39,38,37,1 Max Gray All reactions 250 lb or less at joint(s)35,53,54,55,56,58,59,60, O OREGOh1 61,62,63,64,65,66,67,68,69,52,51,50,48,47,46,45,44,43,42, �� . 41,40,39,38,37,1 /© ''qy l4,2©� . FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 4,/iR R 1 L ., TOP CHORD 1-2=-299/105,11-12=-81/265,12-13=-77/268,13-70=-94/301,14-70=-90/305, 14-71=-106/339,15-71=-99/342,15-16=-120/379,16-17=-134/421,17-18=-140/437, 18-19=-140/441,19-20=-134/425,20-21=-120/383,21-72=-99/345,22-72=-106/343, EXPIRES;. 12121/2017 22-73=-89/309,23-73=-94/306,23-24=-77/272,24-25=-81/269 WEBS 18-53=-262/66 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 Comer(3)0-0-0 to 4-8-14,Exterior(2)4-8-14 to 22-0-14,Comer(3)22-0-14 to 26-6-3 zone; ERRILL B W cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MFRS for reactions shown; q. Lumber DOL=1.60 plate grip DOL=1.60 •- ,� of WAS11j4, `-t'?, 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 opJ C ;Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. i/ r:,3)TOLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 . 4)Unbalanced snow loads have been considered for this design. 4. I 5)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs - non-concurrent with other live loads. 46 I�`/ 6)All plates are 1.5x4 MT20 unless otherwise indicated. 48, ,P�513.98 fti 7)Gable requires continuous bottom chord bearing. .AGfS ..4' 8)Gable studs spaced at 1-4-0 oc. �S & 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. S'IONAL,' 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 Cont Hued ones th e bottom chord and any other members. March 14,2016 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 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 AN51/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 18307 SAGEBUILT ALDER-MURDOCK K1805496 18307-SAGEBUILT AGE Common Supported Gable 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton.OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Mar 14 12:18:47 2016 Page 2 ID:wM7ujt5tixIUn9mNX_5BEIzb2wf-_sNayRY'YV2AsZhcmTp91 HIdPeE95uLnludxU4zb7rs NOTES- 11)A plate rating reduction of 20%has been applied for the green lumber members. 12)One RT3A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)35,54,55,56,58,59,60,61,62,63,64,65,66,67,68,69,52,51,50,48, 47,46,45,44,43,42,41,40,39,38,37,and 1.This connection is for uplift only and does not consider lateral forces. 13)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MN-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 18307 SAGEBUILT ALDER-MURDOCK K1805497 18307-SAGEBUILT AGE-1 Common Supported Gable 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Mar 14 12:18:49 2016 Page 1 I D:wM7ujt5tixl Un9mNX_5BEIzb2wf-wFVLN7aF47Fu5tq?turd6iNzuSwdZor4mC62Zzzb?rq 22-0-14 j 44-4-14 45-4-14 22-0-14 22-4-0 1-0-0 5x6= Scale=1.82.0 6.00 12 17 18 19 70 1620 3x6% 13 15 21 22 72 3x6 12 2324 73 11 .,, ' •., 25 10 26 ca3g27 7 28 6 2 29 • 5 30 4 31 3 32 2 33 34 N 1..'h M_ 35 36 . , n r . r• , , r n r n n . . , . . , . v d .,, d 3x6 = 69 68 67 66 65 64 63 62 61 60 59 58 rub 55 54 53 52 51 50 48 47 46 45 44 43 42 41 40 39 38 37 57 49 3x6-_ 3x6= 3x6 I 44-4-14 I 44-4-14 - LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.07 Vert(LL) 0.00 35 n/r 120 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.03 Vert(TL) 0.00 36 n/r 120 BCLDL 0.0 '7.0 Rep Stress lncr YES WB 0.12 Horz(TL) 0.01 35 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix) Weight:373 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 DF Std G`Except` WEBS 1 Row at midpt 18-53,17-54,16-5 - . 14-58,19-52, ST16,ST15:2x4 DF No.1&Btr G 20-51,21-50 4Ug PR MiTek recommends that Stabili � -• , Qla F '' be installed during truss ere '.r<�--fwY;! l40�'st,,• Installation guide. �C? REACTIONS. All bearings 44-4-14. (Ib)- Max Horz 1=-235(LC 15) 8900PE Max Uplift All uplift 100 lb or less at joint(s)35,54,55,56,58,59,60,61,62, 63,64,65,66,67,68,69,52,51,50,48,47,46,45,44,43,42,41,40, 39,38,37,1 Max Gray All reactions 250 lb or less at joint(s)35,53,54,55,56,58,59,60, A_OREGON t -, . 61,62,63,64,65,66,67,68,69,52,51,50,48,47,46,45,44,43,42, 4 41,40,39,38,37,1 L/Q "44' 14,2-13 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 41FR R 1 0- c51.t>' TOP CHORD 1-2=-299/105,11-12=-81/265,12-13=-77/268,13-70=-94/301,14-70=-90/305, 14-71=-106/339,15-71=-99/342,15-16=-120/379,16-17=-134/421,17-18=-140/437, 18-19=-140/441,19-20=-134/425,20-21=-120/383,21-72=-99/345,22-72=-106/343, EXPIRES: ...__12/31/2017 22-73=-89/309,23-73=-94/306,23-24=-77/272,24-25=-81/269 WEBS 18-53=-262/66 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 Corner(3)0-0-0 to 4-8-14,Exterior(2)4-8-14 to 22-0-14,Corner(3)22-0-14 to 26-6-3 zone; (� cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown; �z+W Lumber DOL=1.60 plate grip DOL=1.60 4' ��' ltWAS 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 0j1,7f' ' 40E0 Gable EndDetails as applicable,or consult qualified building designer as per ANSI/TPI 1. •.�t.16A43)TOLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 ,. , J 4)Unbalanced snow loads have been considered for this design. \/ 5)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs -,T non-concurrent with other live loads. „p r 6)All plates are 1.5x4 MT20 unless otherwise indicated. it,- ,,p 51398, 1 7)Gable requires continuous bottom chord bearing. �+ GISTER 8)Gable studs spaced at 1-4-0 oc. • �49, G" 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. .C"49,, -,4C " 10)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will • • Contfit bed on p t e iottom chord and any other members. March 14,2016 111 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with 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/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 18307 SAGEBUILT ALDER-MURDOCK K1805497 18307-SAGEBUILT AGE-1 Common Supported Gable 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Mar 14 12.18:50 2016 Page 2 ID:wM7ujt5tixlUn9mNX_SBEIzb2wf-OR2jaTburQNlj1 PBRcMsfvw8erGslE5E_srb5Pzb7rp NOTES- 11)A plate rating reduction of 20%has been applied for the green lumber members. 12)One RT3A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)35,54,55,56,58,59,60,61,62,63,64,65,66,67,68,69,52,51,50,48, 47,46,45,44,43,42,41,40,39,38,37,and 1.This connection is for uplift only and does not consider lateral forces. 13)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. • 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 NO-eke connectors.This design is based only upon parameters shown,and is for an individual building component,notMN- 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 Wel( 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 18307 SAGEBUILT ALDER-MURDOCK K1805498 18307-SAGEBUILT I B Roof Special Girder 2 1 Job Reference(optional) Pacific Lumber&Truss Co, Beaverton.OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Mar 14 12:18:50 2016 Page 1 ID wM7ujt5tixlUn9mNX_5BEIzb2wf-OR2jaTburQNlj1 PBRcMsfvw64rAw19QE_srb5Pzb7rp 7-11-11 -1-0-0 i 4-0-11 } 7-6-1210-0-0 1-0-0 4-0-11 3-6-1 0718--2 2-0-5 0-3-3 5x8= Scale=1.25.6 1.5x4 I I y I 5 6 Ir: 1 6.00 12 ,.5x4 3 l ♦1 0 4 2 ..ilIlligggllIllIllIllaJ ow= lir a =11MUIM - 0 9 11 12 8 3x4= 3x4= 5x6 =7 I 4-0-11 I 7-6-12 I 10-0-0 I 4-0-11 3.8-1 2-5-4 Plate Offsets(X.Y)- [4:0-4-0.0-1-4118:0-3-0.0-3-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.24 Vert(LL) -0.02 2-9 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.41 Vert(TL) -0.13 2-9 >874 180 TCDL 7.0 Rep Stress Incr NO WB 0.41 Horz(TL) 0.01 8 n/a n/a BOLL 0.0 ` BCDL 10.0 Code IBC2012/TP12007 (Matrix) Weight:58 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-8-5 oc purlins,except BOT CHORD 2x6 DF No.2 G 2-0-0 oc purlins(10-0-0 max.):4-6. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0• • -.i ID RDF MiTek recommends that Stabili - r-• - fr+� be installed during truss ere .•r\--u-•s; I �CL-.1:. 4 Installation guide. �L? REACTIONS. (lb/size) 2=753/0-3-8,8=1169/Mechanical Q 89200PE Nik Max Horz 2=184(LC 10) Max Uplift2=-138(LC 10),8=-472(LC 10) Max Gray 2=1014(LC 26),8=1352(LC 30) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1299/283,3 4=870/183 y OREGON1.- CHORD 2-9=-364/1088,9-11=-203/701,11-12=-203/701,8-12=-203/701 G<0�` )1 14 2-° is WEBS 3-9=-486/187,4-9=0/557,4-8=-1445/419 T• SFR R I L'► . 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;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 EXPIRES:.., j31/2017 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 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)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 �"Q L� fit between the bottom chord and any other members. 4~ 01 WAS ,- 8)A plate rating reduction of 20%has been applied for the green lumber members. op ' , Iit 9)Refer to girder(s)for truss to truss connections. �E110)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)8=472.1'_ •E•a1`}� ,• • 11)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2.This connection is for uplift only • ' and does not consider lateral forces. 12)Girder carries hip end with 0-0-0 right side setback,8-0-0 left side setback,and 8-0-0 end setback. 13)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 14) 5348 14)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. -A,,, %no- 15)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)810 lb down and 413 lb up at ,c, 6 7-8-8 on top chord. The design/selection of such connection device(s)is the responsibility of others. xONAL 16)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). CLR5ABJeMtegrgandard March 14,2016 •®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 M7ek0 connectors.This design is based only upon parameters shown,and is for an individual building component,notNMI' 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 18307 SAGEBUILT ALDER-MURDOCK K1805498 18307-SAGEBUILT B Roof Special Girder 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Mar 14 12:18:50 2016 Page 2 ID:wM7ujt5tixlUn9mNX_5BEIzb2wf-OR2jaTburQNlj1 PBRcMsfvw64rAwI9QE_srb5Pzb?rp 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=-155,5-6=-64,2-7=-49(F=-29) Concentrated Loads(Ib) Vert:4=-555 • WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Af1-7473 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,DSS-89 and SCSI Balding 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 18307 SAGEBUILT ALDER-MURDOCK K1805499 18307-SAGEBUILT B1 MONO TRUSS 13 1 I Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Mar 14 12:18:51 2016 Page 1 I D:wM7ujt5tixl Un9mNX_5BEIzb2wf-sec5opbWckVcLB_O?Jt5B7SGYFaF 1 fSNDVb9drzb?ro -1-0-0 i 5-3-4 I 10-0-0 I 1-0-0 5-3-4 4-8-12 Scale=1:30.3 4 5 354 I p 6.00 12 11 3x4 ----- 10 3 9 2 �- I riii mi _i piiiO ►� 8 7 354- 1.5x4 I I 3x6—6 I 5-3-4 I 10-0-0 I 5-3-4 4-8-12 LOADING(psf) SPACING- 2-0-0 CSI. I DEFL. in (lac) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.32 Vert(LL) -0.01 2-8 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.15 Vert(TL) -0.05 2-8 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.24 Horz(TL) 0.01 7 n/a n/a BOLL 0.0 ' BCDL 10.0 1 Code IBC2012/TP12007 (Matrix) Weight:47 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G end verticals. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bra •• MiTek recommends that Stabilizer - : -•I'refa A•® •• be installed during truss erectio• it -•.•P•Al- • - t-ti Installation guide. - - . k7,4-. CCC��� REACTIONS. (lb/size) 2=482/0-5-8,7=417/Mechanical ,S., Max Horz 2=237(LC 11) Att $9200PE so- Max Uplift2=-124(LC 14),7=-150(LC 14) Max Gray 2=496(LC 21),7=489(LC 21) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-9=-576/111,3-9=-510/124 O QRECid N BOT CHORD 2 8=2241451,7 8=224/451 WEBS 3-7=-511/208 ��/O 40, ;pt.- 142 ��II NOTES- 'V' R R I 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 (envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 10-0-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60EXPIRS.. ��1 � 0 ._. 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 1 �L 7)A plate rating reduction of 20%has been applied for the green lumber members. 419 Qv WASH>, � 8)Refer to girder(s)for truss to truss connections. G' t':. -. _- 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)7=150. /, {� I)10)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2.This connection is for uplift only � ' and does not consider lateral forces. 1. �/ 11)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. - slr ..o*o� �F 51398 t s -• �s410NAL G March 14,2016 ®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/T911 Quality Criteria,DSB-89 and BCS1 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 18307 SAGEBUILT ALDER-MURDOCK K1805500 18307-SAGEBUILT BHR RAFTER 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries.Inc. Mon Mar 14 12:18'51 2016 Page 1 ID:wM7ujt5tixlUn9mNX_5BEIzb2wf-secSopbWckVcLB_O?Jt5B7SGpFcb1 i8NDVb9drzb?ro I -2-0-0 I 11-2-4 I 14-0-3 i 2-0-0 11-2-4 2-9-15 )111.8 S j 1 126.8 3x4 i v a 3x4 7 3 IOW 4.24 12 3x4% 0 6 it 3x4 04 3x4 v I 3x4 t 3x6 \\ 5 Oil 11, 2 si 1 k I 11-2-4 I 14-0-3 I 11-2-4 2-9-15 Plate Offsets(X.Y)-- [2:0-2-8.Edge] LOADING(psf) SPACING- 1-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.30 Vert(LL) -0.22 2-3 >628 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.00 Vert(TL) -0.33 2-3 >416 180 TCDL 7.0 Rep Stress!nor YES WB 0.00 Horz(TL) -0.00 4 n/a n/a BOLL 0.0 • BCDL 10.0 Code IBC2012/TP12007 1 (Matrix) _ Weight:39 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=43/Mechanical,2=249/0-4-9,3=219/0-2-2 Max Horz 2=132(LC 10) 0PROS Max Uplift4=-28(LC 10),2=-134(LC 10),3=-144(LC 14) ,`CL� Max Gray 4=61(LC 20),2=254(LC 20),3=273(LC 20) ��G-1 ANG j NF . z_ FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. .�44+ 89200PE 'll NOTES- 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 (envelope)gable end zone and C-C Exterior(2)-2-0-0 to 1-0-0,Interior(1)1-0-0 to 13-11-7 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ' 0 • ' 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 -yL 4 OREGON , .4.1/4,:it. . 3)Unbalanced snow loads have been considered for this design. /0 -f y. 14 �(�'� 4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ` v'► fit between the bottom chord and any other members. ,V/FR MIA. 5)A plate rating reduction of 20%has been applied for the green lumber members. 6)Refer to girder(s)for truss to truss connections. 7)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity EXPIRES- 12/3112017 of bearing surface. 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4 except(jt=lb)2=134 ,3=144. 10)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. 11)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ERRILL 8. _ 441 ov WASq ,`"t' ii "4:0 ifil7"::;,,,:....:,, .,,A., ., , ,� 51398 �,ro '� ..' 4i-7.. IONALEG March 14,2016 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with M7ek0 connectors.This design is based only upon parameters shown,and is for an individual building component,not1111.. 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,DS B-8?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 18307 SAGEBUILT ALDER-MURDOCK K1805501 '18307-SAGEBUILT C Common 3 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Mar 14 12:18:52 2016 Page 1 ID:wM7ujt5tixl Un9m NX_5BEIzb2wf-KgAT?9c8M2dTzKZaYOPKkK?Pvfggm4_XS9KiAlzb?rn 1 -1-0-0 I 6-9-4 I 9-3-0 I 11-8-12 I 18-6-0 1 19-6-0 i 1-0-0 6-9-4 2-5-12 2-5-12 6-9-4 1-0-0 ' Scale=1:34.8 4x4= 4 IP' 1.5x4 \\ 1.5x4 "7 6.00 ITE 3 5 10 11 ' 12 13 v 9 14 6 2 JV 7 Id 8 3x4= 3x4= 3x8 = I 9-3-0 I 18-6-0 I 9-3-0 9-3-0 LOADING(psf) SPACING- 2-0-0 CSL DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.34 Vert(LL) -0.11 2-8 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.52 Vert(TL) -0.36 2-8 >595 180 TCDL 7.0 Rep Stress Incr YES WB 0.35 Horz(TL) 0.03 6 n/a n/a BCLL 0.0 Code IBC2012/TP12007 (Matrix) Weight:73 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-7-12 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 - ....,•7+R ip.-• -r Installation guide. REACTIONS. (Ih/size) 2=836/0-5-8,6=836/0-5-8 ,,-, NGINF I'Ve Max Horz Max Uplift2=203(LC(LC 4)14),6=203(LC 15) �� '� - Q 89200PE FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-9=-1181/258,9-10=-1097/263,10-11=-1009/275,3-11=-990/276,3-4=-929/254, 4-5=-929/254,5-12=-990/276,12-13=-1009/275,13-14=-1097/263,6-14=-1181/258 BOT CHORD 2-8=-213/972,6-8=-160/972 Qe• L A_OE WEBS 4-8=-206/784,5 8=393/258,3-8=-393/258 7 NOTES- /O A�y 4 i 2'`�GON "• 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 'v/Fi�R 3 L\.- (envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 9-3-0,Exterior(2)9-3-0 to 12-3-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 EXPIRES:;: 72/3112017_ 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)•This truss has been designed for a live load of 20.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. 4\9 sv WAS `f>,,, 8)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2 and 6.This connection is for uplift .16 only and does not consider lateral forces. l00--i.,;-,!'"G>,O Agg 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. � - --dt. � !di ik SSI%NAL'�'G March 14,2016 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 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 18307 SAGEBUILTALDER-MURDOCK K1805502 18307-SAGEBUILT CGE Common Supported Gable 1 1 I Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7 640 s Sep 29 2015 MiTek Industries.Inc. Mon Mar 14 12:18:53 2016 Page 1 ID:wM7ujt5tixl Un9mNX_5BEIzb2wf-oOkrDVdm7LmJaU8m6kwZHYYfD3HeVcwghp4Fikzb?rm 1-0-0 . 9-3-0 I 18-6-0 1 19-6-0 1 1-0-0 9-3-0 9-3-0 1-0-0 Scale=1:36.0 4x4= 8 I 80012 30 2829 , 31l: 1111 ■ri ■U e14,> llll1III :r `x� `� r rum ' r `� �� '• t`�� r' g.. 153 3x4= 26 25 24 23 22 21 20 19 18 17 18 3x4 I 18-6-0 I 18-6-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.05 Vert(LL) 0.00 14 n/r 120 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.03 Vert(TL) 0.00 15 n/r 120 TCDL 7.0 Rep Stress lncr YES WB 0.05 Horz(TL) 0.00 14 n/a n/a BCLL 0.0 * Code IBC2012/TP12007 BCDL 10.0 (Matrix) Weight:95 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 DF Std G MiTek recommends that Stabilizers and -•- -- .racing be installed during truss erection,i - :r•fDlc?s s:'.• -r Installation guide. . . - r. REACTIONS. All bearings 18-6-0. 0N W . (Ib)- Max Horz 2=99(LC 14) C - ' Max Uplift All uplift 100 lb or less at joint(s)2,14,22,23,24,25,26,20,19,18,17,16 �' r�• h "p,. Max Gray All reactions 250 lb or less at joint(s)2,14,21,22,23,24,25,26,20,19,18,17,16LQV�� FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- tiOREGON. 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 y 4 fib. (envelope)gable end zone and C-C Corner(3)-1-0-0 to 2-0-0,Exterior(2)2-0-0 to 9-3-0,Comer(3)9-3-0 to 12-3-0 zone;cantilever left <O '9)" 1 4 . and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 A or plate grip DOL=1.60 ER-.71111•26' 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1 3)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B,Partially Exp.;Ct=1.1 EXPIRES: 12/31/201 7_ 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 6)All plates are 1.5x4 MT20 unless otherwise indicated. 7)Gable requires continuous bottom chord bearing. 8)Gable studs spaced at 1-4-0 oc. .tRR1LL, 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ."„159of WAS] fit between the bottom chord and any other members. • 4700."-_-..'�'• - 16 - 11)A plate rating reduction of 20%has been applied for the green lumber members. .�' O 12)One RT3A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2,14,22,23,24,25,26,20,19,18, „e �� ,` �� 17,and 16.This connection is for uplift only and does not consider lateral forces. VW/ 13)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)2,14. - r 14)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. „d - '- ,, 51398 ,cam -St -041/4' March 14,2016 I AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Mu 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/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. I Corona,CA 92880 Job Truss Truss Type Qty Ply 18307 SAGEBUILT ALDER-MURDOCK K1805503 18307-SAGEBUILT FGE Common Supported Gable 1 1 _ Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries.Inc. Mon Mar 14 12:18:54 2016 Page 1 ID:wM7ujt5tixlUn9mNX_5BEIzb2wf-H DIEQreOufuACejzg RRopl4gCTdyE34pvTppEAzb?rl t_0-6-01 6-2-0 j 12-4-0 f(3-0-0 0-8-0 6-2-0 6-2-0 0-8-0 4x4 = Scale=1:35.7 6 ill 57 10.00 12 1IiIIII11. JtJ a I . AY/17�1�� ITA I1�►57•7��N��� AVI•�A►�•WQ•7• a1 Iia 3x4= 18 17 16 15 14 13 12 3x4= I 12-4-0 I 12-4-0 Plate Offsets(X.Y)— [2:0-2-1.0-1-8].[10:0-2-1.0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.04 Vert(LL) 0.00 10 n/r 120 MT20 220/195 (Roof Snaw=25.0) Lumber DOL 1.15 BC 0.02 Vert(TL) 0.00 10 n/r 120 BCD LL 0.0 7.0 Rep Stress Incr YES WB 0.05 Horz(TL) 0.00 10 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix) Weight:71 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bra 'r• OTHERS 2x4 DF Std G . • MiTek recommends that Stabilizer r. -car:. .0 -.•.. be installed during truss erectio.,ii .r. • , -I zr�: Installation guide. „,. ��G -k '�0 REACTIONS. All bearings 12-4-0. �? , , (Ib)- Max Horz 2=-163(LC 10) �� o7V�.J '��,.. Max Uplift All uplift 100 lb or less at joint(s)2,10,16,17,14,13 except C 18=-115(LC 12),12=-115(LC 13) Max Gray All reactions 250 lb or less at joint(s)2,10,15,16,17,18,14,13,12 FORCES. (Ib)-Max.Comp./Max.Ten,-All forces 250(Ib)or less except when shown. CI NOTES- -17L/O kr 1 4 ' 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;MWFRSfl '3t1 (envelope)gable end zone and C-C Corner(3)-0-8-0 to 2-2-0,Exterior(2)2-2-0 to 6-2-0,Corner(3)6-2-0 to 9-2-0 zone;cantilever left 'R R I 0-- and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry EXPIRES:. '2 WPM 7__ Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 4)This truss has been designed for greater of min roof live load of 14.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)All plates are 1x3 MT20 unless otherwise indicated. 6)Gable requires continuous bottom chord bearing. 7)Gable studs spaced at 1-4-0 oc. -CI l 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,, oo WAS/j 1, 9)"This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will 0 t'� fit between the bottom chord and any other members. /`/ ly ,,470:7:::;,• (j10)A plate rating reduction of 20%has been applied for the green lumber members. � / ` 11)One RT3A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2,10,16,17,18,14,13,and 'ar, / This connection is for uplift only and does not consider lateral forces. - , 12)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. • 4 I • R 5139$ w� 0� G1ST 4, ie " � March 14,2016 -- 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,notMI. 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 18307 SAGEBUILT ALDER-MURDOCK K1805504 18307-SAGEBUILT GG ROOF SPECIAL 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 KAiTek Industries,Inc. Mon Mar 14 12:18:54 2016 Page 1 ID wM7ujt5tixiUn9mNX_5BEIzb2wf-H DIEQreOufuACejzgRRopl4gJTTMEuxpvTppEAzb?rl $-Q 2-5-8 1 5-4-12 1 8-4-0 1 9-10-8 i 13-3-4 i 16-8-0 8-0 2-5-8 2-11-4 2-11-4 1-6-8 3-4-12 3-4-12 4x12 II Scale=1:48.6 5 ' 4x6-•.>8x12 "i .44, 10.00 12 14 441* N 3x6,� nr i. 1.5x4 I I 7 3 Ai /Aif/I A ,I� 8 HUS210 111 ,,, 2 irmoi 1lJ1111111_ 1111, r 1in, �, A1 ii HUS26 12 11 , 1 1 1 1110.0I�HUS26 HUS26 �� 12d 8x12 !i 13 3x8 II 10510 = 10 9 8x12 � 8x20 = HUS26 HUS26 8x8 = 4x12 II HUS26 HUS26 I 2-5-8 j 5-4-12 1 8-4-0 f 9-10-8 1 13-3-4 1 18-8-0 I 2-5-8 2-11-4 2-11-4 1-6-8 3-4-12 3-4-12 Plate Offsets(X.Y)— [2:0-5-0.Edge].[8:0-5-0.Edge],[9:0-7-12,0-2-0].[10:0-2-8,0-5-4[12:0-4-12.0-1-8].[13:0-7-12.0-5-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.67 Vert(LL) -0.11 12-13 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.70 Vert(TL) -0.26 12-13 >747 180 TCDL 7.0 Rep Stress Ina NO WB 0.76 Horz(TL) 0.07 8 n/a n/a BCLL 0.0 * BCDL 10.0 Code IBC2012/TP12007 (Matrix) Weight:270 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-4-14 oc purlins. BOT CHORD 2X1-0 DF No.1 G*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. B2:2x6 DF SS G WEBS 2x4 DF Std G*Except* ED P R Dp W5:2x4 DF No.1&Btr G \`����NG,N EF�s`ra REACTIONS. (lb/size) 8=791910-5-8,2=7980/0-5-8 Max Horz 2=207(LC 9) " Max Uplift 8=-2236(LC 13),2=-2265(LC 12) ¢ 89200FE �'"` Max Gray 8=8829(LC 21),2=8884(LC 20) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-13337/3349,3-4=-1338513474,4-5=-7450/1991,5-6=-7341/1992,6-14=-8309/2208, d Ct 7-14=-8394/2203,7-8=-10125/2592 74. ,,,/J OREGON Zia BOT CHORD 12-13=-1933/8101,11-12=-1933/8101,10-11=-1568/6667,9-10=-1957/7845, /0 "9y 14{ �1 8-9=-1957/7845,2-13=-2643/10477 WEBS 7-9=-484/1987,5-11=-2448/9183,4-12=-953/3918,4-11=-4053/1143,4-13=-1016/3671, e'FiR I L ` " 6-10=-737/2743,6-11=-2239/706,7-10=-1904/581 NOTES- EXPIR.ES: i2L3i12Di7 1)2-ply truss to be connected together with 10d(0.131"x3'')nails as follows: Top chords connected as follows:2x4-1 row at 0-7-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-5-0 oc,2x1-0-2 rows staggered at 0-5-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply ELL connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. .6, 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 iC) �WASH ItA ' (envelope)gable end zone and C-C Exterior(2)-0-8-0 to 2-3-12,Interior(1)2-3-12 to 8-4-0,Exterior(2)8-4-0 to 11-4-0 zone;cantilever itPA4ri'lp—No left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 e . 4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 5)This truss has been designed for greater of min roof live load of 14.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. vd 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. - 539 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 �0�, �:G.;-.41:/:TE.::..::i.- . fit between the bottom chord and any other members. �S� � 8)A plate rating reduction of 20%has been applied for the green lumber members. IONALE 9)Two RT16-2 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)8 and 2.This connection is for uplift only and does not consider lateral forces. Continued on page 2 March 14,2016 A WARNING-Verily 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 M7ek0 connectors.This design is based only upon parameters shown,and is for an individual building component,not MI. a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M Fre lc' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,058-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply 18307 SAGEBUILT ALDER-MURDOCK KI805504 18307-SAGEBUILT GG ROOF SPECIAL 1 2Job Reference(optional) Pacific Lumber&Truss Co, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Mar 14 12 18,55 2016 Page 2 ID:wM7ujt5tixiUn9mNX_5BEIzb2wf-IPscdBe0fz01 gol9E9y1 Mzdr2spbzLBz87ZMmdzb?rk NOTES- 10)Girder carries tie-in span(s):45-0-0 from 0-0-0 to 16-8-0 11)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 12)Use USP HUS26(With 16d nails into Girder&16d nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 2-0-0 from the left end to 14-0-0 to connect truss(es)to front face of bottom chord. 13)Use USP HUS210(With 16d nails into Girder&16d nails into Truss)or equivalent at 16-0-0 from the left end to connect truss(es)to front face of bottom chord. 14)Fill all nail holes where hanger is in contact with lumber. 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=-64,2-8=-913(F=-893) a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE WI-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,not11011 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 18307 SAGEBUILT ALDER-MURDOCK K1805505 18307-SAGEBUILT GGE GABLE 1 1 , Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries.Inc. Mon Mar 14 12:18:55 2016 Page 1 ID:wM7ujt5tixlUn9mNX_SBEIzb2wf-IPscdBeOfz01 gol9E9y1 Mzdx0swJzVPz87ZMmdzb7rk I8-0 4-3-15 8-4-0 16-8-0 17-4- D 8-0 4-3-15 4-0 1 8 4-0 I)-8-d 4x4= Scale=1:49.2 8 I1 7 9 3x6 �` ' 10 10.00 12 6 r �,..1666.. r 6 122 :�r' 17 4 r 4x421 24 3 J 4x4 Ir11 . 2 '� . 4x4 ll 11 rn V 1 . E.► Ia 3x4= 4x4 = 13 3x4= 16 15 14 I 8-4-0 I 10-6-0 I 16-8-0 I 8-4-0 2-2-0 6-2-0 Plate Offsets(X,Y)— [2:0-2-1.0-1-81[11:0-2-1,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.29 Vert(LL) 0.03 11-13 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.21 Vert(TL) -0.08 11-13 >999 180 BCDL 0.0 'L 7.0 Rep Stress Incr YES WB 0.11 Horz(TL) 0.01 11 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix) Weight:102 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc braci,• WEBS 2x4 DF Std G`Except* JOINTS 1 Brace at Jt(s):17O . 0 PRW1:2x6 DF No.2 G MiTek recommends that Stabili. •011`-••rte , rl\pr+• ' OTHERS 2x4 DF Std G be installed during truss ere ' -- :�`. 6,41+ f► Installation guide. ,S? CC REACTIONS. All bearings 4-9-8 except(jt=length)11=0-5-8. $9 (Ib)- Max Horz 2=-215(LC 10) C�a 200PC Max Uplift All uplift 100 lb or less at joint(s)11,15,16 except 14=-186(LC 13) Max Gray All reactions 250 lb or less at joint(s)2,15,16 except 11=576(LC 1), 14=582(LC 1) kici FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown_ 7 OREGON t!c ,i TOP CHORD 2-3=-256/217,9-10=-251/171,10-23=-359/75,23-24=-474/57,11-24=-586/53 /Q /��`11). 14 2 -- BOT 8, 8, 8, 355, 7 WEBS 14-19=-512/288, 24-19=1512/0288158-19=1466/2263,17-18=144132240,17 20=-405/2116,10-205 567/350, iii RR'I,•,, � 9-20=-210/253,10-13=0/271 NOTES- EXPIRES: 12131/2017___, 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)-0-8-0 to 2-4-0,Interior(1)2-4-0 to 8-4-0,Exterior(2)8-4-0 to 11-4-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 l'SILL 4)This truss has been designed for greater of min roof live load of 14.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs Of WP►S4j7 non-concurrent with other live loads. ,�, iV 5)All plates are 1.5x4 MT20 unless otherwise indicated. iii.aaa. Q 6)Gable studs spaced at 1-4-0 oc. ��•".`, �� vv 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. _ F • 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 ;'7 fit between the bottom chord and any other members. 9)A plate rating reduction of 20%has been applied for the green lumber members. S� 10)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)11.This connection is for uplift only and does not consider lateral forces. 11)One RT3A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)14,15,and 16.This connection is ssotONrA1j for umplift only and does not consider lateral forces. 121"S emi rigidorT pitge hbreaks including heels"Member end fixity model was used in the analysis and design of this truss.ConMarch 14,2016 AWARNING-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 MTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not �h a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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 18307 SAGEBUILT ALDER-MURDOCK K1805505 18307-SAGEBUILT GGE GABLE 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Mar 14 12:18:55 2016 Page 2 ID:wM7ujt5tixlUn9mNX_5BEIzb2wf-IPscdBeOfz01gol9E9y1 Mzdx0swJzVPz87ZMmdzb?rk AWARNING-Verify design parameters and READ NOTES ON TINS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. 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 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 AN$I/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 18307 SAGEBUILT ALDER-MURDOCK K1805506 18307-SAGEBUILT H Common 1 1 I Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Mar 14 12:18:56 2016 Page 1 ID:wM7ujt5tixl Un9mNX_5BEIzb2wf-DbQ_rWfeOG8uRytLnsTGuAA8VGHYiyy6N nlwJ3zb?rj I -C F - _ 4-11-0 I 9-10-0 _ 110-6-01 0-8-0 4-11-0 4-11-0 0-8-0 4x4= Scale=1.30.9 3 10.00 12 Illh 9 8 10 7 4 2III 5 �`' al 1 r N ` lv IM ►/ d 354= 1.5x4 I I 3x4 = I 4-11-0 I 9-10-0 I 4-11-0 4-11-0 Plate Offsets(X.Y)- [2:0-2-1.0-1-8].[4:0-2-1.0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.18 Vert(LL) -0.01 4-6 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.14 Vert(TL) -0.03 4-6 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.09 Horz(TL) 0.00 4 n/a n/a BCLL 0.0 * BCDL 10.0 Code IBC2012/TP12007 (Matrix) Weight:39 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bra '.. WEBS 2x4 DF Std G MiTek recommends that Stabilizer >r -ci@ir�l kto be installed during truss erectio• ii ..•*.r. • - -13196e e Installation guide. NG . $A ib REACTIONS. (lb/size) 2=451/0-5-8,4=451/0-5-8 �? .i . Max Horz 2=-133(LC 10) Max Uplift2=-102(LC 12),4=-102(LC 13) 92�OP� FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-7=-434/101,7-8=-345/103,3-8=-337/117,3-9=-337/117,9-10=-345/103, 4-10=-434/101 0 ORE�at l 't BOT CHORD 2 6=8/269,4 6=8/269 /* -'4 4 6a% - NOTES- 1 ' 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111 mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS �R R It_'e. - (envelope)gable end zone and C-C Exterior(2)-0-8-0 to 2-4-0,Interior(1)2-4-0 to 4-11-0,Exterior(2)4-11-0 to 7-11-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 EXPIRES:. 19/310017 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 14.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. YcRRILL 6)A plate rating reduction of 20%has been applied for the green lumber members. �I q� 7)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2 and 4.This connection is for uplift 4V WA$ `-t` only and does not consider lateral forces. v, : .eo 8)''Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. /'o toy ,,,-(0,;::;,...,,- ....e.. r a:t.. .51._ s 1398 • -��,5'•GiST1~g . SIGN ' March 14,2016 IIIMM 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 MiTekd connectors.This design is based only upon parameters shown,and is for an individual building component,notMI. 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/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 18307 SAGEBUILT ALDER-MURDOCK K1805507 18307-SAGEBUILT HG COMMON 1 2 Job Reference(optional) Pacific Lumber&Truss Co.. Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Mar 14 12:18:56 2016 Page 1 I D:wM7ujt5tixl Un9m NX_5B Elzb2wf-D bQ_rWfeQG8uRytL nsTGuAA4wG8uio06 Nn IwJ3zb?rj I 4-11-0 I 9-10-0 _ I 4-11-0 4-11-0 5x8 II Scale=1:30.8 2 Ah 'I i1A4(0.00 12 1 A\\ g I111��111111111 \ 1`" d or IMI M IMI HUS26 5 HUS26 HUS26 4 HUS26 l 5x6 = 3x8 // 3x8 \\ 5x6 1 3-5-7 1 6-4-9 I 9-10-0 I 3-5-7 2-11-2 3-5-7 Plate Offsets(X,Y)- [1:0-0-4,Edge],[3:0-0-4,Edge],[4:0-4-15.0-Q0].,[5:0-3-9.0-0-8] LOADING(psf) SPACING- 2-0-0 i CSI. DEFL. in (loc) I/defl Lid1 PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.40 Vert(LL) -0.03 4-5 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.76 Vert(TL) -0.08 4-5 >999 180 TCDL 7.0 Rep Stress Incr NO WB 0.73 Horz(TL) 0.02 3 n/a n/a BCLL 0.0 * BCDL 10.0 Code IBC2012/TP12007 (Matrix) Weight:100 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-6-15 oc purlins. BOT CHORD 2x6 DF No.2 G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 DF Std G REACTIONS. (lb/size) 1=4581/0-5-8,3=4581/0-5-8 (JO P.R OPe Max Horz 1=117(LC 23) �Co NGiNE ;51.-/ Max Uplift1=-4196(LC 29),3=-4196(LC 32) C , Q Max Gray 1=7283(LC 46),3=7283(LC 47) i . r� ' FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-8749/5717,2-3=-8749/5717 BOT CHORD 1-5=-4166/6488,4-5=-1803/3695,3-4=-4282/6476 WEBS 2-5=-1046/3810,2-4=-1046/3810 -7, , OREGON NOTES- /Q 'qY 142P40."7 ZQ1 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: + �►, R IL's Top chords connected as follows:2x4-1 row at 0-7-0 oc. ille ' Bottom chords connected as follows:2x6-2 rows staggered at 0-5-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply EXPIRES: 12/31/2017 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;end vertical 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;Partially Exp.;Ct=1.1 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �R�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 tall by 2-0-0 wide will .. fit between the bottom chord and any other members. WAS r', 7)A plate rating reduction of 20%has been applied for the green lumber members. `, O� kj �'�, •8)Two LUGT2 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)1 and 3.This connection is for ,,��aa� ,��'O uplift only and does not consider lateral forces. - 9,..r.--:' ' .� 9)This truss has been designed for a total drag load of 7000 lb.Lumber DOL=(1.33)Plate grip DOL=(1.33) Connect truss to resist drag tea_ �i � loads along bottom chord from 0-0-0 to 9-10-0 for 711.9 plf. 4 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 47 11)Use USP HUS26(With 16d nails into Girder&16d nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 2-0-0 from the • ' 51398 . left end to 7-10-0 to connect truss(es)to front face of bottom chord. Off, � CIST� 12)Fill all nail holes where hanger is in contact with lumber. ,,k, (`S 13)LUGT2 Wood Installation:Minimum of a double stud required directly beneath this truss to attach LUGT2 tiedown. , 10NAL LOAD CASE(S) Standard Continued on page 2 March 14,2016 MI ®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/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 18307 SAGEBUILT ALDER-MURDOCK K1805507 18307-SAGEBUILT HG COMMON 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Mar 14 12:18:57 2016 Page 2 ID:wM7ujt5tixl Un9mNX_5BEIzb2wf-ho_M2sgHBaG136SXLa_V ROiFggU7RFGGbR2TrVzb?ri LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-913(F=-893),1-2=-64,2-3=-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 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 Miiek 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 Criferia,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 1 Ry 18307 SAGEBUILT ALDER-MURDOCK K1805508 18307-SAGEBUILT HGE Common Supported Gable 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7 640 s Sep 29 2015 MiTek Industries,Inc. Mon Mar 14 12.18:57 2016 Page 1 la wM7ujt5tixlUn9mNX_5BEIzb2wf-ho_M2sgHBaG136SXLa_VROILRgfgRQwGbR2TrVzb?ri ,-0-8-0; 4-11-0 I 9-10-0 10-6-0 0-8-0' 4-11-0 4-11-0 0-8-0 4x4 = Scale=1:30.4 5 10.00 12 4 r 8 7 3 Iii 2 N Y Y Y II 108 9 1111.011101g4 V.1 IMO Iff•TOMEINE4 MINIM el MEd RIMIMIIIIMEARIIIEWARIMIINIMIIK•IMEMS ri 3x4= 14 13 12 11 10 3x4-=- I I 9-10-0 I 9-10-0 Plate Offsets(X.Y)-- [2:0-2-1.0-1-8].[8:0-2-1.0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. I DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.04 Vert(LL) 0.00 8 n/r 120 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.02 Vert(TL) 0.00 8 n/r 120 BCD LL 0.0 '7.0 Rep Stress lncr YES WB 0.05 Horz(TL) 0.00 8 n/a n/a Code IBC2012/TP12007 BCDL 10.0 (Matrix) I Weight:51 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bra '.• OTHERS 2x4 DF Std G MiTek recommends that Stabilizer • r, -0ir4 R ' I be installed during truss erectio.,ilvc..&r. - 1 Installation guide. �CrJ - , G /i REACTIONS. All bearings 9-10-0. ,c? (Ib)- Max Horz 2=-133(LC 10) It ' Max Uplift All uplift 100 lb or less at joint(s)2,8,13,11 except 14=-122(LC 12), 8 ��QG 10=-123(LC 13) Max Gray All reactions 250 lb or less at joint(s)2,8,12,13,14,11,10 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 0 OREG(.?1'd ' tit NOTES- /Q�'4Y 14 -fl1 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 Corner(3)-0-8-0 to 2-3-0,Exterior(2)2-3-0 to 4-11-0,Corner(3)4-11-0 to 7-11-0 zone;cantilever left TR R 1 O., and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry EXPIRES: 12/3112017 Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TOLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 4)This truss has been designed for greater of min roof live load of 14.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)All plates are 1.5x4 MT20 unless otherwise indicated. 6)Gable requires continuous bottom chord bearing. `cRRI • 7)Gable studs spaced at 1-4-0 oc. O WAS I 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4 ti 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 /V, fit between the bottom chord and any other 0members. 0�t�J�';� . 10)A plate rating reduction of 20%has been applied for the green lumber members. (kr'i 11)One RT3A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2,8,13,14,11,and 10.This • / connection is for uplift only and does not consider lateral forces. -A 12)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 0 /4‘,, / 451398 • �,kG'STEW 74N.'810 8l•C March 14,2016 NI' 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 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 18307 SAGEBUILT ALDER-MURDOCK K1805509 18307-SAGEBUILT JB01 Jack-Partial Girder 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Mar 14 12:18:58 2016 Page 1 ID wM7ujt5tixIUn9mNX_5BEIzb2wf-9_XkGChvyuOctiF1 kvHVkzbFVj4tnAttPg5n0Nyzb?rh -1-0-0 i 1-2-12 1-11-11 I 4-9-12 1 8-0-0 1 1-0-0 1-2-12 0-9-0 2-10-0 3-2-4 Scale=1:17.1 3 `~ 6.00 12 2 31 1 ♦ 5 6 7 4 JL24 JL24 JL24 3x4 = I 1-10-15 1-11111 8-0-0 I 1-10-15 0412 6-0-5 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) 1/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.07 Vert(LL) -0.17 2-4 >549 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.54 Vert(TL) -0.51 2-4 >183 180 TCDL 7.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 3 n/a n/a BCLL 0.0 * Code IBC2012/TP12007 (Matrix) Weight:16 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 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 cPilt J:,_• - -r Installation guide. -- �,.~..� REACTIONS. (lb/size) 3=33/Mechanical,2=231/0-3-8,4=77/Mechanical MaxR Hors 2=62(LC 10) c; - N Max Uplift3=-31(LC 10),2=-21(LC 10) Q� E . Max Gray 3=33(LC 1),2=231(LC 1),4=155(LC 5) $ ��� FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- OREG 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;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 �� 'qY �; 2Q�" 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 ' . 3)Unbalanced snow loads have been considered for this design. `rR R ILA" 4)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. EXPIRES- 12/31/2017 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. 10)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2.This connection is for uplift only 0.�RRILL 4. and does not consider lateral forces. 11)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. OV WASr 7 12)Use USP JL24(With 10d nails into Girder&NA9D nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 2-0-12 from the o'0 3,left end to 6-0-12 to connect truss(es)to front face of bottom chord. =-., 13)Fill all nail holes where hanger is in contact with lumber. /,., �. 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 wry 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 • • +, ,� 51398 .. Uniform Loads(plf) O� eG/,STS Vert:1-3=-64,2-4=-20 vssNAL'O V., ° Continued on page 2 March 14,2016 -- 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 MTek®connectors.This design is based only upon parameters shown,and is for an individual building component,notMI' 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 t Job Truss Truss Type Qty Ply 18307 SAGEBUILT ALDER-MURDOCK K1805509 18307-SAGEBUILT JB01 Jack-Partial Girder 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Mar 14 12:18:58 2016 Page 2 I D:wM7ujt5tixl Un9mNX_5BEIzb2wf-9_XkGChvyuOch F 1 kvHVkzbFVj4tnAttPg5n0Nyzb?rh LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:5=0(F)6=0(F)7=0(F) A WARNING-Verily 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 M1ek®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 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 18307 SAGEBUILT ALDER-MURDOCK K1805510 18307-SAGEBUILT JB02 Jack-Partial 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Mar 14 12:1858 2016 Page 1 ID:wM7ujt5tixlUn9mNX_5BEIzb2wf-9_XkGChvyuOchF1 kvHVkzbFUN4uTAttPg5nONyzb?rh 1 -1-0-0 1 2-2-12 I 3-11-11 I 8-0-0 1-0-0 2-2-12 1-9-0 4-0-5 Scale=1:17.1 i 3 ,t 6.00 I12 7 6 2 c,71 d 5 a d 1 ♦ 4 3x4= I 3-10-15 3-111111 8-0-0 I 3-10-15 0-id-12 4-0-5 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid I PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.15 Vert(LL) -0.17 2-4 >544 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.50 Vert(TL) -0.52 2-4 >181 180 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=20% BCDL 10.0 ; LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 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 cPa IV-S-r Installation guide. , REACTIONS. (lb/size) 3=109/Mechanical,2=283/0-3-8,4=78/Mechanical Gj sNp'.N 19' / Max Horz 2=107(LC 14) <J * Max Uplift3=-86(LC 14),2=-39(LC 14) 0w ' ... ..E ..iv. Max Gray 3=120(LC 21),2=285(LC 21),4=156(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- O 4.7•-or R GON 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 1G, • ,\Ilk, (envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 3-10-15 zone;cantilever left and right exposed;end <O qy 14 ZQ is vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 A ' T` 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 -"' RR iLt1,• 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 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. IORRILL B 10)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2.This connection is for uplift only and does not consider lateral forces. 0 WASk4 y`i 11)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. " ;� G�� 4 iiiirkw,„lor-.c • Niiri 40 51398 i . it, �GISTSg At � tONALtie March 14,2016 NI 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/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 18307 SAGEBUILT ALDER-MURDOCK K1805511 18307-SAGEBUILT JB03 Jack-Partial 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Mar 14 12:18:59 2016 Page 1 ID:wM7ujt5tixlUn9mNX_5BEIzb2wf-dA57TYiXjBWTIPbwT?1 zWpobeUDhvK7Y3lXawOzb?rg -1-0-0 3-2-12 5-11-11 8-0-0____ 1-0-0 3-2-12 2-9-0 2-0-5 Scale=1:19.6 3 ytl 6.00 12 7 0 v 6 5 2 fi m 1 Ia 4 3x4= 5-10-15 5-1)tx11 8-0-0 5-10-15 0- 12 2-0-5 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.44 Vert(LL) -0.17 2-4 >544 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.50 Vert(TL) -0.52 2-4 >181 180 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) i Weight:22 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and - - .racing be installed during truss erection,i - •••ij c r t • -r Installation guide. ttsi REACTIONS. (lb/size) 3=177/Mechanical,2=343/0-3-8,4=78/Mechanical �GJ� �NG�N � Max Hon 2=152(LC 14) C? Max Uplift3=136(LC 14),2=-62(LC 14) Vr G •tr.:• Max Gray 3=205(LC 21),2=350(LC 21),4=156(LC 5) :89GA.�11 G FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 0REGON\ 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS G (envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interlor(1)2-0-0 to 5-10-15 zone;cantilever left and right exposed;end /Q 4). 14 2-° vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 A 2)TOLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category l l;Exp B;Partially Exp.;Ct=1.1 '17• R 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 18.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. EXPIRES: 12/3112017 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)except(jt=lb)3=136. ,Y.RILL.6 10)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2.This connection is for uplift only �� O�WAS and does not consider lateral forces. 4I,►, 11)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 4:T k'4✓. 'c 94 Jo • ti hTAL March 14,2016 • ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design yard for use only with MTek®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 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,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 18307 SAGEBUILT ALDER-MURDOCK K1805512 18307-SAGEBUILT JB04 JACK-PARTIAL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Mar 14 12:18:59 2016 Page 1 ID:wM7ujt5tixlUn9mNX_5BEIzb2wf-dA57TYiXjBWTIPbwT?1 zWpoawUGZvK7Y3IXawOzb?rg 1 -1-0-0__1 4-1-8 I 7-11-11 8-0-0 1-0-0 4-1-8 3-10-3 a0-5 Scale=1-25.3 3 • 6.00 12 10 9 8 2010..WIMMIMIMIMMIIII= I F. a 3x8= 4 1 __ 7-1111 _ 0 7-11-11 5 Plate Offsets(X.Y)- [2:0-6-0,0-0-10] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.48 Vert(LL) -0.08 4-7 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.31 Vert(TL) -0.26 4-7 >370 180 TCDL 7.0 Rep Stress lncr 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:25 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.l&Btr G TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 DF No.l&Btr G BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizer - :. cgirt&Ft3, • .• be installed during truss erectiof,i *.r• . ' -WAG Installation guide. N.,CD' ,,,V.‘0O REACTIONS. (Ib/size) 3=196/Mechanical,2=463/0-3-8,4=70/Mechanical Max Horz 2=196(LC 14) ti • - Max Uplift3=-141(LC 14),2=-109(LC 14) OPE Max Gray 3=239(LC 21),2=477(LC 21),4=121(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES -374. 47OREGON 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 /Q ''f4' 4ZP�L (envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 7-10-15 zone;cantilever left and right exposed;end M ' • V • - vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 C R R i Lei. 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs EXPIRES;. 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. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)3=141. ti1tRII j 10)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2.This connection is for uplift only ..• /. l 24 oV Itt4;4:�, and does not consider lateral forces. ;111G, (s� 11)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and'/z"gypsum /, �: sheetrock be applied directly to the bottom chord. lll��� , ; .1.r. I . #r 4ii , 1398 I. . 4bis7 . - . 'IONAE Cs , • March 14,2016 , AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MN-7473 rev.10/03/2015 BEFORE USE. NI* 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 BCS1 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 18307 SAGEBUILT ALDER-MURDOCK K1805513 18307-SAGEBUILT JX01 Jack-Open Girder 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Mar 14 12:18:59 2016 Page 1 ID:wM7ujt5tixlUn9mNX_5BEIzb2wf-dA57TYiXjBWTIPbwT?1 zWpogTUJnvK7Y3IXawOzb?rg -1-0-0 I 1-11-11 } 3-10-12 -- 1 1-0-0 1-11-11 1-11-1 Special Scale=1:9-6 3 6.00 rli 2 co d 1 )( 5 4 J124 3x4= 1-10-15 111-111 11 3-10-12 1 1-10-15 0-0-12 1-11-1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.07 Vert(LL) -0.01 2-4 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.11 Vert(TL) -0.03 2-4 >999 180 TCDL 7.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 3 n/a n/a BCLL 0.0 ' Code IBC2012/TP12007 (Matrix) Weight:10 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-10-12 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 - ....D cPi t,:,.• -r Installation guide. c, c� REACTIONS. (lb/size) 3=77/Mechanical,2=190/0-3-8,4=37/Mechanical SCD �NGIN .. spa Max Horz 2=62(LC 10) �C? � Max Uplift 3=-68(LC 10),2=-45(LC 10) CC . 9200 E t.- Max Gray 3=77(LC 1),2=190(LC 1),4=73(LC 5) O G FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES Wind: -74. OREGON . 44 1) nd:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRSac (envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 /Q 4Y .14 2..04 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 4 QjQ` • 3)Unbalanced snow loads have been considered for this design. R R 1 L 4)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times flat roof load of 25-0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. EXPIRES: 12/3112017 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)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)3 and 2.This connection is for uplift only and does not consider lateral forces. 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss L �.q 11)Use USP JL24(With 10d nails into Girder&NA9D nails into Truss)or equivalent at 2-0-12 from the left end to connect truss(es)to J19 Ofr WASH�i�, back face of bottom chord. � ,� 12)Fill all nail holes where hanger is in contact with lumber. ` ��/ Q , 13)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). �f'>!' �f' • • '7 13 LOAD CASE(S) Standard 5.�` 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) � 4, Vert:1-3=-64,2-4=-20 %. e f: Concentrated Loads(Ib) As' ��G Vert:3=-44(B)5=0(B) • A- March 14,2016 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. iill. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek^ is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,see ANSI/TP11 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type ,Qty Ply 118307 SAGEBUILTALDER-MURDOCK K1805514 18307-SAGEBUILT JX01A Jack-Open Girder 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton.OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Mar 14 12:19:00 2016 Page 1 I D:wM7ujt5tixl U n9mNX_5BEIzb2wf-5 MfV hui9U VeKwZA60iYC30KrDtfTenM i lPG7Sgzbnrf I --1-40 I 1-11-11 3-4-12 1-0-0 1-11-11 1-5-1 Special Scale=1:9.7 , 3 6.00 112 2 )( 'A m a 1 5 4 • JL24 3x4 = 1-10-15 1-141-111 3-4-12 I 1-10-15 0-10-i2 1-5-1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.07 Vert(LL) -0.00 2-4 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.08 Vert(TL) -0.01 2-4 >999 180 TCDL 7.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 3 n/a n/a BCLL 0.0 * BCDL 10.0 Code IBC2012/TP12007 (Matrix) Weight:9 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-4-12 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 c t t,:,_. -r I-Installation guide. <(, cs' REACTIONS. (lb/size) 3=77/Mechanical,2=185/0-3-8,4=32/Mechanical CD� t\ ? ,..94. .0 IN s/ Max Horz 2=62(LC 10) C? Max Uplift3=-68(LC 10),2=-48(LC 10) Max Gray 3=77(LC 1),2=185(LC 1),4=63(LC 5) $ P E FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES-Wind: � _�7'"�`��1pEC�O� 0,1) 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;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 <Q 4y 14 P 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 J!i 3)Unbalanced snow loads have been considered for this design. FRRILk .4.61t, 4)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. EXPIRES: 12/21/7017 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)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)3 and 2.This connection is for uplift only and does not consider lateral forces. .14ERRILL ,, 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. h� �y 11)Use USP JL24(With 10d nails into Girder&NA9D nails into Truss)or equivalent at 2-0-12 from the left end to connect truss(es)to •�~ oo wASf�r,_ '+,1, front face of bottom chord. off` `fY t� `-'" 12)Fill all nail holes where hanger is in contact with lumber. � ���-.-"� 0 13)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). `��:e -t-CAI.' LOAD CASE(S) Standard �` 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 v..6_ Uniform Loads(plf) • * 513984 Vert:1-3=-64,2-4=-20 a, 4bisisRc Concentrated Loads(lb) ', wc••• L ti'�G Vert:3=-44(F)5=0(F) March 14,2016 AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. itom1111 Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems.see ANSI/TP11 Quality Criteria,DSB-89 and BCS!Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply 18307 SAGEBUILTALDER-MURDOCK K1805515 18307-SAGEBUILT JX02 MONO TRUSS 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Mar 14 12:19:00 2016 Page 1 I D:wM 7ujt5tixl Un9mNX_5BEIzb2wf-5MfVhu i9 U VeKwZA60iYC 30KrYtfQen Mi I PG7Sgzb?rf -1-0-0 I 3-10-12 1-0-0 3-10-12 1.5x4 II Scale=1:14.7 4 NGiN4- .s-Y0er p 6.00 12 9 89200PE " rn yL OREGON to 7 47 14 Z " z II I EXPIRES: 12/31/2017 1 6 3x4 = 5 1.5x4 I I I 3-10-12 I 3-10-12 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) l/defl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.11 Vert(LL) -0.01 2-6 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.08 Vert(TL) -0.02 2-6 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 6 n/a n/a BCLL 0.0 Code IBC2012/TP12007 (Matrix) Weight:15 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-10-12 oc purlins, BOT CHORD 2x4 DF No.1&Btr G except end verticals. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=235/0-5-8,6=152/Mechanical Max Horz 2=97(LC 11) Max Uplift 2=-71(LC 14),6=-53(LC 14) Max Gray 2=236(LC 21),6=163(LC 21) FORCES. (lb)-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)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 3-10-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)"This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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. R114 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6. � ;q, 10)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2.This connection is for uplift only 1� �WAS , `"j and does not consider lateral forces. -0074;.!1.06°' 11)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. /" 'fir' r 1 4, 51398 . FCISTER� • ONAL March 14,2016 MOM ®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 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/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 I Ply 18307 SAGEBUILT ALDER-MURDOCK K1805516 18307-SAGEBUILT JX02A MONO TRUSS 3 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Mar 14 12:19:01 2016 Page 1 ID.wM7ujt5tixlUn9mNX_5BElzb2wf-ZZDtuEjnFpmBYjIJaP3RbEtOnHO1 NEcrW3Oh_Gzb7re -1-0-0 I -3-4-12 1-0-0 3-4-12 1.5x4 H Scale=113.4 4 FE° P R OP 3 4.4, 6.00 FE7 89200:PE 7 OREGON 44,0• 444- 14,2- 2 '14ER R 1 LL • - EXPIRES: 12/31/20176 3x4 = 5 1.5x4 I I I 3-4-12 3-4-12 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.08 Vert(LL) -0.00 2-6 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.06 Vert(TL) -0.01 2-6 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 6 n/a n/a BCLL 0.0 ' Code IBC2012/TP12007 BCDL 10.0 I (Matrix) Weight:13 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-4-12 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G end verticals. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation•uide. REACTIONS. (lb/size) 2=216/0-5-8,6=129/Mechanical Max Horz 2=86(LC 11) Max Uplift 2=-68(LC 14),6=-44(LC 14) Max Gray 2=217(LC 21),6=137(LC 21) 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 3-4-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members 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. oLL 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6. .q. 10)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2.This connection is for uplift only O�WASJtt>, `7 and does not consider lateral forces. ►.,� 'jti 11)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. /tj� }ora 0 . • Q� 'fi rsg March 14,2016 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and 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 Wel(' 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 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 18307 SAGEBUILT ALDER-MURDOCK K1805517 18307-SAGEBUILT JX03 MONO TRUSS 6 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Mar 14 12:19:01 2016 Page 1 I D:wM7ujt5tix1Un9m NX_5BEIzb2wf-ZZDtuEjnFpmBYjIJaP3RbEtyhHzg NEcrW30h_Gzb're -1-0-0 5-8-12 1-0-0 5-8-12 1.5x4 II Scale=1:20.7 4 3 •C51‘°) PRQ r GV 6.00 I12 as 8 <0 All)". 14 2'�1 MRRIO- . 2 II aLIA EXPIRES: 12/31/2017 1 Will 6 3x4= 5 1.5x4 I I 5-8-12 I 5-8-12 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.34 Vert(LL) -0.03 2-6 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.21 Vert(TL) -0.10 2-6 >604 180 TCDL 7.0 Rep Stress lncr YES WB 0.00 Horz(TL) 0.00 6 n/a n/a BCLL 0.0 Code IBC2012/TP12007 (Matrix) Weight:22 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-8-12 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G end verticals. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=307/0-5-8,6=234/Mechanical Max Horz 2=139(LC 11) Max Uplift 2=-86(LC 14),6=-83(LC 14) Max Gray 2=312(LC 21),6=261(LC 21) 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 5-8-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. _ 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. _`'c 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6. r'' �L 10)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2.This connection is for uplift only 4) .v WAS and does not consider lateral forces. ; ;,I�r 11)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. /!�►'• • eer yE, 4'6A 5 jf OIV'AL March 14,2016 mil. AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply 18307 SAGEBUILT ALDER-MURDOCK K1805518 18307-SAGEBUILT SB01 Jack-Open 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Mar 14 12:19:02 2016 Page 1 ID:wM7ujt5tixl Un9mNX_5BEIzb2wf-2InF6akP06u29tKV87ag8R PC?hMn6hs?IjI EWjzb?rd -1-0-0 1-11-11 2- 0 1-0-0 1-11-11 0 5 Scale=1:9.8 3 1 P� R AFF 6.00 ,2 1 `t- 89200PE • 0 OREGON 2 '� -044- i 4 y.O'' '17&.R R 1 L�- 1 d 1 EXPIRES: 12/31/2017 4 3x4= 1-11-11 2-0r0 1-11-11 0-0-5 LOADING(psf) TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP (Roof Snow-25.0) Plate Grip DOL 1.15 TC 0.05 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:7 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. 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=165/0-3-8,4=20/Mechanical,3=44/Mechanical Max Horz 2=63(LC 14) Max Uplift 2=-53(LC 14),3=-37(LC 14) Max Gray 2=165(LC 1),4=39(LC 5),3=44(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed,C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2 and 3.This connection is for uplift ERRILL 8 only and does not consider lateral forces. 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. , ,WASj oipit - tirr- ' - • • 51398 w� �� TESL ZONAL March 14,2016 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,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 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 18307 SAGEBUILT ALDER-MURDOCK K1805519 18307-SAGEBUILT SB02 Jack-Open '2 1 Job Reference(optional) Pacific Lumber&Truss Co, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Mar 14 12:19:02 2016 Page 1 ID:wM7ujt5tixlUn9mNX_5BEIzb2wf-2lnF6akP06u29tKV87ag8RPA5hMn6hsTljIEWjzb7rd I -1-0-0 I 2-0-0 I 3-11-11 I 1-0-0 2-0-0 1-11-11 Scale=1:15.1 QED PROF 3 `I 4 L !;( li 8.00 12 7 89200PE 6 O 4 Q N Cr - N 74_ ,�OR,EGON ._ /Q 1' 14 Q - 44ER R11-.- 2 1ll=15 ' EXPIRES: __12/31/2017 1. WI // 3x4= 4 I 2-0-0 I 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 0.17 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 Ina YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCLL 0.0 Code IBC2012/TP12007 (Matrix) Weight:10 lb FT=20% BCDL 10,0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. 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=116/Mechanical,2=218/0-3-8,4=20/Mechanical Max Horz 2=107(LC 14) Max Uplift 3=-89(LC 14),2=-72(LC 14) Max Gray 3=126(LC 21),2=221(LC 21),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=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 3-10-15 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)3 and 2.This connection is for uplift vs,V,RRILL only and does not consider lateral forces. 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. „y19 oc WASNI: ,,.-4'04 ,,/,01.:,- 3, 'C's::, • of ,sir March 14,2016 ®WARNNG-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER 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 M iTe 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 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 18307 SAGEBUILT ALDER-MURDOCK K18055201 18307-SAGEBUILT SB03 Jack-Open 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Mar 14 12:19:03 2016 Page 1 ID wM7ujt5tixlUn9mNX_5BEIzb2wf-WxLdJwllnQOvnlvhig5vgfyGD5i0r868_NVn39zb?rc I -1-0-0 1 2-0-0 I 5-11-11 I 1-0-0 2-0-0 3-11-11 Scale=1:20.4 3I I� C:45 6.00 12 7 9 0 st Bch 6 5 c' - 2 -� Il 1 F/ . 3x4= 4 1 2-0-0 I 2-0-0 LOADING(psf) TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/dell L/d PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.46 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:13 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. 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 cert IV-• • -r Installation guide. REACTIONS. (lb/size) 3=182/Mechanical,2=279/0-3-8,4=20/Mechanical �Co� NGIN4•• .tea Max Horz 2=152(LC 14) c? Max Uplift3=-138(LC 14),2=-95(LC 14) •�� $ 2oor "r: Max Gray 3=210(LC 21),2=286(LC 21),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=111 mph;TCDL=4.2psf;BCDL=6W .Opsf;h=25ft;Cat.II;Exp B;enclosed;MFRS 1L A_ORE(7lCr•4 (envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 5-10-15 zone;cantilever left and right exposed;end /© '9 Y 1 , vertical left and right exposed;C-C for members and 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;Partially Exp.;Ct=1.1 FR R IL4 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. EXPIRES: 1213112017 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)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)3 and 2.This connection is for uplift ,ERRILL 8 only and does not consider lateral forces. 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. '0 •„,,,4 4v-f•i y 001ASfr, X3`'W 0 • _sr 14 II � r • SSIONAL SSG:. March 14,2016 itel.... A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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 18307 SAGEBUILT ALDER-MURDOCK I K1805521' 18307-SAGEBUILT SX01 Jack-Open 2 1 1 _ Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Mar 14 12.19:03 2016 Page 1 ID:wM7ujt5tixIU n9mNX_5BEIzb2wf-WxLdJwl1 nQOvn 1 vhig5vgfyNl5i0r868_NVn39zb?rc I -1-0-0 I 1-11-11 __ _ - 0+0 1-0-0 1-11-11 0-0±5 Scale=1:9.8 EaPRQ/ 31 ;\ti 0 N: t �Jo d 6.0O12 89200PE '' a 4 OREGON 2 /0 OREGON 14,23' MER R 10-� PATAME11111 �a , A M. 4 EXPIRES: 12/31/2017 M 3x4= I 1-11-11 2-iwo 1-11-11 0-0L5 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.05 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:7 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. 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=165/0-3-8,4=20/Mechanical,3=44/Mechanical Max Horz 2=63(LC 14) Max Uplift 2=-53(LC 14),3=-37(LC 14) Max Gray 2=165(LC 1),4=39(LC 5),3=44(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2 and 3.This connection is for uplift ERRILL 8- only and does not consider lateral forces. `Q� 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. +,�' 01'WA S pn +, /" X700"_ ''. ' d ,' A X16 51398 si„GISTEg . SSIONAL ti_,G March 14,2016 ®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,notMI. 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 18307 SAGEBUILT ALDER-MURDOCK K1805522 18307-SAGEBUILT XHR-1 RAFTER 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Mar 14 12:19:03 2016 Page 1 ID wM7ujt5tixlUn9mNX_5BEIzb2wf-WXLdJwI1nQOvnlvhig5vgfyM95iOr868_NVn39zb?rc -20-0 I4-8-2 2-0-0 4-8-2 3x4 1, Scale=1:14.0 3 3x4 CO 16001, CS 4.2412 3x4 % 6 5 3x6 \\ or 4 4OA2 11, I 4-8-2 I 4-8-2 Plate Offsets(X.Y)-- [2:0-2-8.Edge] LOADING(psf) TCLL 25.0 SPACING- 1-0-0 CSI- DEFL. in (loc) I/deft L/d PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.08 Vert(LL) -0.00 2-3 >999 240 MT20 220/195 TCDL 7.0 • Lumber DOL 1.15 BC 0.00 Vert(TL) -0.01 2-3 >999 180 BCLL 0.0 Rep Stress'nor YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix) Weight:16 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-8-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=63/Mechanical,2=151/0-4-9 Max Horz 2=55(LC 10) EO P R op Max Uplift 3=-42(LC 14),2=-99(LC 10) ñGINE �Max Gray3=75(LC 20),2=155(LC 20)FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 89200PE • I" 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)-2-0-0 to 1-0-0,Interior(1)1-0-0 to 4-8-2 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 K.. 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 7� 'OREGON 3)Unbalanced snow loads have been considered for this design. /0 7* - /4 2P. .• 4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will * fit between the bottom chord and any other members. e'FiR ik2t•"' . 5)A plate rating reduction of 20%has been applied for the green lumber members. 6)Refer to girder(s)for truss to truss connections. 7)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity EXPIR.ES'. 12/31/2017 of bearing surface. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,2. 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. t.ePAILL It ti� v WAS 4 le. ..,„ r c. ..4., • ! d 4'17 .,,"*10 tAL SSG March 14,2016 • immt ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/0312015 BEFORE USE. Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/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 18307 SAGEBUILT ALDER-MURDOCK K1805523 18307-SAGEBUILT XHR-2 Rafter 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Mar 14 12:19:04 2016 Page 1 ID:wM7ujt5tixlUn9mNX_5BEIzb2wf-_8v0WFIgYk8mPAUuFYc8DsVWaV2dabMID 1 ELbbzb?rb I 2-(10_ —- I 5-4-10 -- 2-0-0 5-4-10 3x4 % Scale=1'16_3 ,sp' ANG,I N •F� / 3 3x4 co 89200PE ��. rd r 6 4.24 12 3x4% 5000 a r 7 6 OREGON ` , - 3x6 \\ •r /O '4 ' 14_ °. . 4 a IliFRRIL 2 EXPIRE: _ 1.2/31120 7 . �1�� 1 �= ►d 1 5-4-10 I 5-4-10 Plate Offsets(X,Y)— (2:0-2-8.Edge] LOADING(psf) I SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.17 Vert(LL) -0.02 2-3 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.00 Vert(TL) -0.03 2-3 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCLL 0.0 BCDL 10.0 Code IBC2012/TPI2007 (Matrix) Weight:19 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-4-10 oc purlins. 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. 1 REACTIONS. (lb/size) 3=152/Mechanical,2=320/0-4-9 Max Horz 2=120(LC 10) Max Uplift3=-100(LC 14),2=-206(LC 10) Max Gray 3=181(LC 20),2=331(LC 20) 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=1 11 mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-2-0-0 to 1-0-0,Interior(1)1-0-0 to 5-4-10 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)A plate rating reduction of 20%has been applied for the green lumber members. 6)Refer to girder(s)for truss to truss connections. 7)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)3=100, 0E t-R-ILL 4 • 2=206. 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ,iS9 o-f WAS4 ,q ;), dp ,--‘,•-•,..,,„ 3, IA . 46 'V,� 51398 . `�SIONAL $& March 14,2016 im 1 r A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek0 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 overalllilt building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing �AMiTek. 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 18307 SAGEBUILT ALDER-MURDOCK K1805524 18307-SAGEBUILT Z MONO TRUSS 14 1 Job Reference(optional) 1 Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Mon Mar 14 12:19:04 2016 Page 1 ID:wM7ujt5tixlUn9mNX_5BEIzb2wf-_8vOWFIgYk8mPAUuFYc8DsVTMV?3abMID1 ELbbzb?rb i -1:40 1 5-11-8 1-0-0 5-11-8 Scale=1:21.3 3 4 . ss��ED P R QFL` 1.5x4 I I, ,` C (V 6.00 12 Q $9200PE .1*- 9 8 A (4.7 . optEsoN A /..: E • • RRIL .- 2 II , EXPIRES: 12/31/2017 1 �/ 6 ►� 3x4= 5 1.5x4 II I 5-11-8 5-11-8 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/dell L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.38 Vert(LL) -0.04 2-6 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.23 Vert(TL) -0.12 2-6 >530 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 6 n/a n/a BCLL 0.0 ' Code IBC2012/TP12007 (Matrix) Weight:22 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-11-8 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G end verticals. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing • be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=316/0-5-8,6=244/Mechanical Max Horz 2=144(LC 11) Max Uplift 2=-88(LC 14),6=-87(LC 14) Max Gray 2=322(LC 21),6=273(LC 21) 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)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 5-11-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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. 'ERRILL 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6. O WAS�i>- 10)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2.This connection is for uplift only fr `W and does not consider lateral forces. • 4.Q' s^ Q 11)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. f� .�=. t6 4 --1, R 51398 sm.,. 7 sSIoNAL N4c March 14,2016 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Md-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 iQty Ply 18307 SAGEBUILT ALDER-MURDOCK K1805525 18307-SAGEBUILT ZGE GABLE 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries.Inc. Mon Mar 14 12.19.05 2016 Page 1 ID:wM7ujt5tixlUn9mNX_5BEIzb2wf-SKSOkbmIJ1 Gc0K34pF7Nm41 dZuLIJ2cRRh_u72zb?ra -1-0-0 i 5-1l 8 _ I 1-0-0 5-11-8 Scale=1.19.9 4 3 •6.00 I12 , 15 3 14 `1 .....mAild III N III ! 13 2 d ' r r r r 6 3x4= 5 I 5-11-8 5-11-8 Plate Offsets(X.Y)- [2:Edge.0-0-4] I j LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.41 Vert(LL) -0.04 2-6 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.23 Vert(TL) -0.12 2-6 >530 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 6 n/a n/a BCLL 0.0 B_CDL 1.O.p Code IBC2012/TP12007 (Matrix) Weight:28 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 OF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-11-8 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G end verticals. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0• • •• • OTHERS 2x4 DF Std G MiTek recommends that Stabili - -4. -•` , - • ='• • be installed during truss ere r>,�-'J: EL.,•••• y i Installation guide. C? REACTIONS. (lb/size) 2=316/0-5-8,6=244/Mechanical 39200PE Iiiik Max Horz 2=144(LC 11) Max Uplift 2=-88(LC 14),6=-87(LC 14) Max Gray 2=322(LC 21),6=273(LC 21) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 3-6=-213/335 -L/ "Ll Qrie''GoN p• moi✓. 1Y 2N 4 NOTES- Q/!J 4' vix,j ` 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 FR R f (envelope)gable end zone and C-C Corner(3)-1-0-0 to 2-0-0,Exterior(2)2-0-0 to 5-11-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 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 EXPIRES: 12/31/2017 Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 6)All plates are 1.5x4 MT20 unless otherwise indicated. ERRILL, 7)Gable studs spaced at 1-4-0 oc. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. .a�� WAST 't 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 4�" mow. (. �'�e> fit between the bottom chord and any other members. �Y. • t• ., O 10)A plate rating reduction of 20%has been applied for the green lumber members. `,• r. 11)Refer to girder(s)for truss to truss connections. `., • 12)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6. ,r 13)One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2.This connection is for uplift only ,5-q and does not consider lateral forces. "0 4 5139$ 4,i .. 14)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. �.� Q,j.TCR� 4�sj4N►.LB,G‘ March 14,2016 • tee. 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 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 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 3/" Center plate on joint unless x,y 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property a offsets are indicated. (Drawings not to scale) Damage or Personal Injury MallDimensions are in ft-in-sixteenths. I Apply plates to both sides of truss 1 23 1. Additional stability bracing for truss system,e.g. and fully embed teeth. diagonal or X-bracing,is always required. See BCSI. TOP CHORDS MINNIESEEM=Ile% 2. Truss bracing must be designed by an engineer.For 0'/16IIMIEM 4 wide truss spacing,individual lateral braces themselves o WEBS may require bracing,oir alternative Tor I p bracing should be considered. INIMAIllor O 3. Never exceed the design loading shown and never U stack materials ooh inadequately braced trusses. 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate C7-8 6-7 C5-6 , designer,erection supervisor,property owner and plates 0 'Ag' from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint 1111 required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. Connectorplates. THE LEFT. 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. *Plate location details available in MiTek 20/20 NUMBERS/LETTERS. software or upon request. 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for PLATE SIZE use with fire retardant,preservative treated,or green lumber. ICC-ES Reports: The first dimension is the plate 10.Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-1311, ESR 1352,ESR1988 responsibility of truss fabricator.General practice is to to slots.Second dimension is ER 3907, ESR 2362,ESR 1397, ESR 3282 camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and in all respects,equal to or better than that *! Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the specified. by text in the bracing section of the truss unless otherwise shown, 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 14.Bottom chords require lateral bracing at 10 ft.spacing, section 6.3 These truss designs rely on lumber values or less,if no ceiling is installed,unless otherwise noted. BEARING established by others. 15.Connections not shown are the responsibility of others. 1 Indicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports) occur. Icons vary but ©2012 MTek®All Rights Reserved approval of an engineer. kiMM O reaction section indicates joint number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. =III= 1.7---411 MI ,R, 18.Use of green or treated lumber may 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, eMforektg, ANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev. 10/03/2015 1