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Plans ooto Z RECEIVED L 36.6,7 s to !7 MAR 092015 Mu Te kt° CITY OF TIGARD BUILDING DIVISION MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights,CA,95610 Telephone 916/676-1900 Re: PL14-90UP Fax 916/676-1909 5B 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:R41832522 thru R41832537 My license renewal date for the state of Oregon is June 30,2015. Lumber design values are in accordance with ANSUTPI 1 section 6.3 These truss designs rely on lumber values established by others. ��R D�1yGP R OpF6s 4\� tNE,cR ion • 2PE a'p it‘4) OREGON � f 'b *.416ER 14% aSA. HER EXPIRES:06/30/2015 April 22,2014 Hernandez,Marcos 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. MiTek° MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights,CA,95610 Telephone 916/676-1900 Re: PL14-9OUP Fax 916/676-1909 5B 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:R41832522 thru R41832537 My license renewal date for the state of Washington is January 2,2015. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. 0ZONIO cS ov BIAS �•y, r oO 49639 , o April 22,2014 Hernandez,Marcos The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer,per ANSI/TPI 1. Job Truss Truss Type Qty Ply 5B R41832522 PL14-90UP F01 Floor 6 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 MTek Industries,Inc.Mon Apr 21 15:39:21 2014 Page 1 ID:j7axn4OsHnThyaUA¢wOszX1 UYcHTKdJc1 YpmObb_IRPgo7B0ohg07S71 HOPDhOfzOQTa 2-6-0 I I 2-2-9 I I 1-2-0 I I 2-4-11 I Scale=1:28.8 1.5x3 II 3x5= 1.5x3 II 3x4 = 1.5x3 I I 1.5x3 II 3x5= 1.5x3 II 1 2 3 4 5 8 7 8 _ _ e e _ e N e 13 12 11 10 i 3x4= 3x8= 3x4= 3x4= 3x4= 10-8-1 11-4-9 I 9-11-9 1011x1 111-3-1 I I 16-4-12 9-11-9 0--8 0-7-0 5-0-3 0-7-0 0-1-8 Plate Offsets(X,Y): 110:0-1-8,Edoel,111:0-1-8,Edgel LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.49 Vert(LL) -0.25 11-12 >783 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.64 Vert(TL) -0.40 11-12 >487 360 BCLL 0.0 Rep Stress Incr YES WB 0.56 Horz(TL) 0.05 9 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:72 lb FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 13=715/Mechanical,9=715/0-4-4 (min.0-1-8) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 1.)y"ONIO 44. TOP CHORD 2-3=-2463/0,3-4=-2463/0,4-5=-2532/0,5-6=-2532/0,6-7=-2532/0 BOT CHORD 12-13=0/1520,11-12=0/2805,10.11=0/2532,0.10=0/1515 �0Cj 0.f WASta,, 4 WEBS 6-10=-316/0,2-13=-1640/0,2-12=0/1018,4-12=-370/0,4-11=-460/161,7-9=-1636/0,7-10=0/1105 W., let NOTES C Oa 1)Unbalanced floor live loads have been considered for this design. ta 2)Refer to girder(s)for truss to truss connections, 1y 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 'r 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to ''day 49639 k7 be attached to walls at their outer ends or restrained by other means. 0� - IS LOAD CASE(S) Standard Sx NAL-0G 4:c?' PROFFss co,‘ t,t, NEE. /p ?i 87022PE 'r" y -0j. OREGO ti� k/ ' 'P $'44, ER BO �S A. HO;' EXPIRES:06/30/2015 April 22,2014 1 0 ®WARNTMS-Verfy desi7n;aaamemrs zed READ 567ES Ci`1MI5 Ate//rY7 LTED 1.117EK REFERENCE PAGE MIL 7473 ret.1,/19/2014 DEEM LIE Design valid for use only with M7ek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicabirity of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the - -�� -.... .r - erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding - fabrication,qualify control,storage,delivery.erection and bracing,consult ANSI/TP11 Quality Cr feria,DS8-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safety Inlormolen available from Truss Plate Institute,781 N.Lee Street,Suite 312.Alexandria,VA 22314. Citrus Heights,CA,95610 If Southern Moe(BP ta:mt isspec/844tr .esige a.. ilsare1aro a OG/01f301.3 tryt.ALSC Job Truss Truss Type Qty Ply 5B R41832523 PL14-90UP F02 FLOOR 5 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 MiTek Industries,Inc.Mon Apr 21 15:3922 2014 Page 1 ID:j7axn40sHnThIyaUAczwOszX1 UY4U1 igfdfJ7uFCIZU_7B2f0Y183goBcGRF3yEw5zOQTZ I 1-6-0 I 1-3-4 a�.iI 2-3-0 I 1 1-2-0 11 1-0-5 1 2-60 I Scale=1:27.7 1.5x3 I I 3x4= 1.5x3 I I 3x4= 1.5x3 I I 3x4= 1.5x3 I I 3x4= 1.5x3 I I 1 2 34 — 4 5 6 7 8 9 10 e e o e / N IIIIIIIIIIe e e�xj o 17 18 15 14 13 12 11 3x4= 3x6= 4x5= 3x5= 1.5x3 II 3x4 = 3x4= I 3-0.4 I15-10-12 I 30.4 12-10-8 Plate Offsets(X,Y): 17:0-1-8,Edgel.112:0-1-8,Edoel LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.25 Vert(LL) -0.07 13-14 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.29 Vert(TL) -0.10 13-14 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.43 Horz(TL) 0.01 11 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:74 lb FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size) 16=1266/0-5-8 (min.0-1-8),17=-335/Mechanical,11=456/Mechanical Max Uplift17=426(LC 4) Max Gray 16=1266(LC 1),17=4(LC 3),11=457(LC 4) 3' ON10 i„_ FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. © _; "S11.41,, Yiy'� TOP CHORD 2-3=0/1294,3-4=0/750,4-5=0/750,5-6=-1002/0,6-7-1002/0,7-8=-1099/0, 0 ,�"r{ �t, \ `7+ 8-9=-1099/0 ,r,'e' "4 O d BOT CHORD 1617=-664/0,15-16=-1294/0,14-15=0/331,13-14=0/1099,12-13=0/1099,11-12=0/890Jr, •• 't. VI WEBS 3-16=-718/0,2-17=0/798,2-16=-882/0,5-14=0/737,5-15=-1177/0,9-11=-960/0, f 9-12=0/379,3-15=0/856 7r 14 14 49639 4 NOTES � 1)Unbalanced floor live loads have been considered for this design. Q, "GIS'i 2)Refer to girder(s)for truss to truss connections. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 426 lb uplift at joint 17. sS�NALG 4)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)CAUTION,Do not erect truss backwards. t.0 P R OFFS LOAD CASE(S) Standard ��cn.• 4>"G« Fjr� t��0 870 2PE N y SAT OREGO n5 4 A. NE# EXPIRES:06/30/2015 April 22,2014 i r ®WAfitdl'S-Verity deAign paranwmrs 3Ad READ MIS ON THIS AND MIMED NITER REFEREICE PAGE MIL 7473reaJ/2911014 BEMUSE Design valid for use only with MTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown 11111 _:.'s fortateralsupport of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the . •.- ,.. "M'ji -- erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding M(1111 MK fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 InformationSafety1rPine( )v is specked,the design atueJs areeStreet,nerrtvei /01f }3 fair Ak 22314. Citrus Heights,CA,95610 Job Truss Truss Type Qty Ply 5B R41832524 PL14-90UP F03 Floor 3 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 MiTek Industries,Inc.Mon Apr 21 15:3923 2014 Page 1 ID:j7axn4OsHnThlyaUAczwOszX1 UY-Ygb42?eH4R06gv8gYgiHCc57kT4EwOFaTjinSYzOQTY 2-6-0 I I 2-5-1 I I t-2-0 I I 2-4-11 Sale=1:28.9 1.5x3 II 3x5= 1.5x3 II 3x4= 1.5x3 II 1.5x3 II 3x6 = 1.5x3 II 1 2 3 4 5 6 7 8 ee e 1 12 11 10 i 3x4= 3x8= 3x4= 3x5= 3x4= 10-10-9 11-7-1 I 10-2-1 101319 111-5-9 1 1 16-7-4 10-2-1 0-1-8 0-7-0 5-0-3 0-7-0 0-1-8 Plate Offsets(X,Y): 110:0-1-8,Edgel.111:0-1-8,Edgel LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) 1/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.52 Vert(LL) -0.27 11-12 >739 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.66 Vert(TL) -0.43 11-12 >456 360 BCLL 0.0 Rep Stress Incr YES WB 0.58 Horz(TL) 0.05 9 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:73 lb FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 DF No.18Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 13=725/0-4-8 (min.0-1-8),9=725/0-4-4 (min.0-1-8) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 30M13 N. TOP CHORD 2-3=-2508/0,3-4=-2508/0,4-5=-2587/0,5-6=-2587/0,6-7=-2587/0 BOT CHORD 12-13=0/1543,11-12=0/2877,10-11=0/2587,9-10=0/1538 &C7 fl V111�$ + WEBS 6-10=-324/0,2-13=-1666/0,2-12=0/1041,4-12=-399/0,4-11=-480/168,7-9=-1660/0,7-10=0/1140 0 ,c,- NOTES • gy ,,,x rt:::, r7 Pk 4.' Q' tt 1)Unbalanced floor live loads have been considered for this design. I 2)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. � 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to , be attached to walls at their outer ends or restrained by other means. id49634 LOAD CASE(S) Standard '' 4,,,49639,0 OD PRoFFss � 4NGi�EF-9 X04., • 870 2PE t- y -0j,°REG N ryfl <U ' 'y$ER N\ S9 & HR�� EXPIRES:06/30/2015 April 22,2014 6 it ®ttA)WtJI,M11-Ver:f}rdesrgasurarnetrssodREAD MED ONTHIS AND I IDED HIM(REFERENCE PAGE HII7473 pas,1/25/26Id DEW USE Design valid for use only with MiTek connectors.Thu design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown Ell is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction h the responsibillity of the - IXE� r�e erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 1 fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and BCS)Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute.781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 ttte nlarr}Pine )ttaletbue Ts 4paretfiett.ttuaeresignarststes ate/hove rifeStANE 0,003.1201.3 txyAtse Job Truss Truss Type Qty Ply 5B R41832525 PL14-90UP F04 Floor 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 MiTek Industries,Inc.Mon Apr 21 15:3924 2014 Page 1 ID:j7axn4OsHnThIyaUAczwOszX1 UY-Os9SFLfvrk8yS3it6YDWpeEXtNnfT6kiNRL?_zOQTX I 2-3-0 I 1 1-4-11 1 1 1-2-0 1 1 1-0-9 I 2-6-0 I Scale=1:31.6 1.5x3 II 3x6= 1.5x3 II 3x4= 1.5x3 II 3x4= 1.5x3 II 1.5x3 I I 4x5= 1.5x3 II 1 2 3 4 5 6 7 8 9 10 e _ e _ a _ a e 0 0 N Ir:ii o s e e o 1- 15 14 13 12 11 3x4= 3x8= 3x5= 3x4= 4x4 = 3x4= 14-3-11 I 13-1-11 13.8-111 I 18-1-4 I 13-1-11 0-7-0 0-7-0 3-9-9 Plate Offsets(X,Y): (12:0-1-8,Edgel.113:0-1-8,Edgel LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.77 Vert(LL) -0.33 13-14 >663 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.84 Vert(TL) -0.51 13-14 >419 360 BCLL 0.0 Rep Stress Incr YES WB 0.60 Horz(TL) 0.06 11 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:81 lb FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 16=791/0-4-4 (min.0-1-8),11=791/Mechanical FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. yiONIO TOP CHORD 2-3=-2635/0,3-4=-2635/0,4-5=-3446/0,5-6=-3446/0,6-7=-2477/0,7-8=-2477/0,8-9=2477/0 BOT CHORD 15-16=0/1550,14-15=0/3254,13-14=0/3130,12-13=0/2477,11-12=0/1721 Qc7 14. SiV WAs tr. WEBS 7-13=0/354,8-12=-569/0,2-16=-1700/0,2-15=0/1191,4-15=-679/0,6-14=0/405,9-11=1858/0,9-12=0/1092, {f -t 6-13=860/0 �'i A. 0 �j NOTES / _ t 1)Unbalanced floor live loads have been considered for this design. \ 2)Refer to girder(s)for truss to truss connections. V;1 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 'd 49639,,,o ,44' 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to Q' , be attached to walls at their outer ends or restrained by other means. ,�+ kg -AG LOAD CASE(S) Standard ,c,,Ep PRQp 6�ca kir �Nf;'IIV �9 fad `t• 87022PE <' yt(%'0),OREG N 6L© 'A0 �418ER 1� , `9A. HERP EXPIRES:06/30/2015 April 22,2014 4 t A itwo S-Ver,'tydesignpaametrsandREADNOTESGMTHHTS AM IhrtiZED HITEKREFEARCE PAM H€€7473;et I/29/2014 #.EAST Design valid for use only with M7ek connectors.This design is based only upon parameters shown,and is for an individual building component. 11111 1. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown -^'is for:lateralsupport of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding !ArTel( fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Qualify Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312.Alexandria,VA 22314. Citrus Heights,CA,95810 If Seistherre Fine OPporsarres is isir.lfseste4;ge values arethose aaeetive 06/0312013 bby.AtsC Job Truss Truss Type Qty Ply 58 R41832526 PL14-90UP F05 Floor 9 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 MiTek Industries,Inc.Mon Apr 21 15:39:26 2014 Page 1 ID:j7axn4OsHnThyaUAczwOszX1 UY-zFGDgOgAMMOghMsFDzG_gEjdrh4P7JulAhwS3tzOQTV I 1-3-0 1 1 1-1-1 11_ 1-210 I 2-4-15 I 2-6.0 Scale=1:35.4 4x5= 3x4= 3x4= 3x4 = 3x4= 4x4= 3x6 FP= 3x8= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 e ci ! :-i'' Z N / N 7 N 7 N r N - /' lo e o 26 25 24 23 22 21 20 19 18 3x4= 4x6= 3x5= 3x6 FP= 3x5= 3x5 = 4x6= 3x8= 3x5= 3x5 WB= 15-7-9 I 14-5-9 15-0-9I I 20-9-0 I 14-5-9 b-7-05-7-0 5-1-15 Plate Offsets(X,Y): 112:0-1-8,Edoe1,[18:0-1-8,Edgel LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) Udefl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.59 Vert(LL) -0.40 21 >624 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.76 Vert(TL) -0.62 21 >402 360 BCLL 0.0 Rep Stress Ina YES WB 0.84 Horz(TL) 0.08 17 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:98 lb FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 DF 2400F 2.OE(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF 2400F 2.OE(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 17=909/0-4-8 (min.0-1-8),26=909/0-2-8 (min.0-1-8) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 010Nit3 N. TOP CHORD 2-3=-2003/0,3-4=2003/0,4-5=-3413/0,5-6=-3413/0,6-7=-4247/0,7-8=-4247/0, 8-9=-4495/0,9-10=-4495/0,10-11=4230/0,11-12=-4230/0,12-13=-3519/0, �9 0I WASP' 13-14=-3519/0,14-15=-3519/0 C/ +4 BOT CHORD 25-26=0/1077,24-25=0/2776,23-24=0/3897,22-23=0/3897,21-22=0/4436,20-21=0/4401, 4rI' - •'0 19-20=0/3519,18-19=0/3519,17-18=0/1990 Z co A ' , tIS f3 WEBS 12-19=-357/0,13-18=-426/0,2-26=-1375/0,2-25=0/1183,4-25=-987/0,4-24=0/813, f 6-24=-618/0,6-22=0/446,15-17=-2149/0,15-18=0/1659,10-20=-272/35,11-20=-327/0, 12-20=0/1057 �ir NOTES iO ,,t, 49639 4/ 4biSTSPY 441 1)Unbalanced floor live loads have been considered for this design. 4ZS 2)All plates are 1.5x3 MT20 unless otherwise indicated. � G SNAL 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)26. 4)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. �9:0 PR O,F- LOAD CASE(S) Standard u ' tNGINFF'9 �% o. 87022PE 't' CP ,cv 1 y 4I' OREG*N :a) 10 '"O $.4i$ER A. iS\© A. N EXPIRES:06/30/2015 April 22,2014 1 1 ®WARNl,LCI-Yes Tf design parameters and RSW f dES CM THISANC ECLI 0ES H£TEK REFERENCE A465 MY 7473 r1s c 1,125/2014BL ff t SE Design valid for use only with M7ek connectors.This design is based only upon parameters shown,and is for an individual building component. . Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the M�Tek" erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TP11 Qualify Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312.Alexandria,VA 22314. Citrus Heights,CA,95810 If Southern Mlle(Wjlsrmbear 1s specifued,the.design res are that.effective O6f0212,01,3 tayALSC Job Truss Truss Type Qty Ply 5B R41832527 PL14-90UP F06 Floor 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 MiTek Industries,Inc.Mon Apr 21 15:3926 2014 Page 1 ID:j7axn40sHnThlyaUAczw0szX1 UY-zFGDgOgAMMOghMsFDzG_gEjkKhEo7WE1AhwS3tzOQTV 1-4-0 I 2-6-0 1 1.5x3 I I 2 3x4= 3 1.5x3 II Scale=1:8.7 II II 0 N II Mt 1 11 5 ri 4 3x4= 3x4= (>181 4-1-0 I 0-1-8 3-11-8 LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) 1/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.17 Vert(LL) 0.00 5 **`* 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.10 Vert(TL) -0.04 4-5 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(TL) 0.00 4 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:19 lb FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 4-1-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 4=174/Mechanical,5=174/0-2-8 (min.0-1-8) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES OVONIO 1)Refer to girder(s)for truss to truss connections. 04,(O'WAS 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)5. CJ 'rrC 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. Yom.., O d 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to 1, N be attached to walls at their outer ends or restrained by other means. 4 LOAD CASE(S) Standard 'r 49639 4 3,,"iONALV G � Np PRQp S. GtN / F6'' <2 �� ' 87022P, r" 9S OR 04/ GON 2f 14/ Cb Cb '1BER .\ ,S4 cAN4' EXPIRES:06/30/2015 April 22,2014 A MUM-Verity design paraders and READ IMES ON THIS AM MIXED fIITEK REFERENCE PAGE 14117423 ren 1123/201$BEM IZSE Design valid for use only with MTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the Mitek" erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication.quality control.storage,delivery,erection and bracing,consult ANSI/TPI1 QuaMy Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safely Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 If bawttrerrs Piirse ?)tumbrils 6s s ecffied.soa des#n values art thosa 06/03/201.3 by ALSC Job Truss Truss Type Qty Ply 5B R41832528 PL14-90UP F07 Floor 5 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 MiTek Industries,Inc.Mon Apr 21 15:3928 2014 Page 1 ID:j7axn40sHnThyaUAczwOszX1 UY-veOz5iiQuzeOwg0eLOlSvfozjUmsbG8Jd?PY81zOQTT 1 1-7-12 I I 1-8-15 1 1 1-2-0 I I 1-49 I 1.6-0 I Scale=1:30.1 3x6= 1.5x3 II 3x4= 1.5x3 II 3x4= 1.5x3 II 3x4= 1.5x3 II 3x5= 1.5x3 II 1 2 3x6 3 4 5 6 7 8 9 10 11 e / e o e e - o ei e� N 4111.111111.1.1111111.fr 41444411444411*— a e i 19 E xR 17 16 15 14 13 3x4 II 3x6= 3x8= 3x5= 3x5= 1.5x3 II 3x4= 3x4= 1 1-10-12 2-914 17-5-4 I 1-10-12 0-'I8 15-5-0 Plate Offsets 0(Y): f2:0-3-0,Edoe1.18:0-1-8,Edgel.113:0-1-8,Edgel,f19:Edue.0-1-81 LOADING(pst) SPACING 1-7-3 CSI DEFL in (loc) I/defl Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.63 Vert(LL) -0.18 14-15 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.76 Vert(TL) -0.27 14-15 >687 360 BCLL 0.0 Rep Stress Incr NO WB 0.67 Horz(TL) 0.03 12 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:83 lb FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing:17-18,16-17. REACTIONS (lb/size) 18=1194/0-5-8 (min.0-1-8),12=627/0-2-12 (min.0-1-8) Max Gray 18=1194(LC 1),12=662(LC 4) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. yQNit344. �i, TOP CHORD 1-2=0/670,2-3=-950/312,3-4=-950/312,4-5=-2192/0,5-6=-2192/0,6-7=-2379/0, CI 00 WASIN, 7-8=-2379/0,8-9=-1741/0,9-10=-1741/0 BOT CHORD 17-18=-670/0,16-17=-32/1694,15-16=0/2387,14-15=0/1741,13-14=0/1741, �+ 12-13=01909 WEBS 9-13=-408/0,2-18=-808/0,1-18=-765/0,8-15=-14/787,7-15=-259/0,6-16=-295/0, 4-16=0/641,4-17=-935/0,10-12=-1092/0,10-13=0/1027,2-17=0/1309 \ NOTES +d 4' tV siti 49639 1)Unbalanced floor live loads have been considered for this design. 94,+{' FS3 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)12. VAr 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. SI NAL 0.6. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. 6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)304 lb down at 0-1-8 on top chord. �� cp PROP 61A,The design/selection of such connection device(s)is the responsibility of others. F 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). �Cj , GIN z, Z. c. LOAD CASE(S) Standard "4„, ">" 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 0,v P Uniform Loads(plf) Vert:12-19=-8,1-11=-80 Concentrated Loads(Ib) CU Vert:1=-304(F) 5. rck ).-^c. OREGO ti� 1/ ©S A. HO; EXPIRES:06/30/2015 April 22,2014 4 4 AIMMIC-Ver'f/yAlign pusameters sod READ N3)FSONMIS AND INCLUDED H1TENREFERENEMOENZf 7413ME.1/29/2014BETNE Design valid for use only with M1ek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown o for lateral support of individual web members only.Additional temporary bracing.to insure stability during construction is the responsibillity of the B erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding MiTek* -. fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPIl Qualify Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 If Southern Pine(SF)lumber is specified the design.values are theta affective 136/G1/2013 byALSC Job Truss Truss Type Qty Ply 58 R41832529 PL14-90UP F08 Floor 7 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 MiTek Industries,Inc.Mon Apr 21 15:3928 2014 Page 1 ID:j7axn4OsHnThyaUAczwOszX1 UY-veOz5iiQuzeOwgoeLOlSvfo4nUv9bNVJd?PY81zOQTT I 2-6-0 10-5-10 1 1 1-2-0 I I 1-4-14 I Scale:3/4"=1' 1.5x3 II 1.5x3 II 1.5x3 II 1.5x3 II 1 23x4= 3 4 53x4= 6 ti � es 0 0 NN e e 0 e 10 9 8 3x4= 3x4= LX` 3x4= 3x4= I 3-1-2 31-101 3-9-10 1 4-410 4169 8-6-8 3-1-2 0.1-8 0-7-0 0-7-0 0-1-6 4-Q$ Plate Offsets(X,Y): 18:0-1-8,Edael,f9:0-1-8,Edgel LOADING(psi) SPACING 1-7-3 CSI DEFL in (loc) 1/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.18 Vert(LL) -0.03 7-8 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.17 Vert(TL) -0.06 7-8 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.19 Horz(TL) 0.01 7 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:39 lb FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 10=370/0-2-12 (min.0-1-8),7=370/0-2-8 (min.0-1-8) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. y*tONIO TOP CHORD 2-3=-732/0,3-4=-732/0,4-5=-732/0 BOT CHORD 9-10=0/682,8-9=0/732,7-8=0/665 rA$WEBS 2-10=736/0,2-9=-37/269,5 7=-718/0 tJr.NOTES ML:, t} ' d k 1)Unbalanced floor live loads have been considered for this design. / tA 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)10,7. 1.0 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. °r 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to ''dr 9 y639' ft 4 be attached to walls at their outer ends or restrained by other means. O �'.�+yIS ' LOAD CASE(S) Standard S°0�NAL 140 870 2PE cv� ,��'°,..OREGO 41.1 , O0 'y8ER `S A. HS ¢,� EXPIRES:06130/2015 April 22,2014 I ®WARNIMS-ye denryararamemrsandREAPIC7FSCMf#:&ANS75F3.€iDEDMIT€RREFEt1 MEPAGEHIr7473reaJjl9/2814BE'04EUSE p Design valid for use only with Mitek connectors.This design is based only upon parameters shown,and is for an individual building component. � Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown _ is for lateral support of individual web members only.Additional temporary bracing to-insurestability duringconstruction is the responsibillity of the 6 d�T�l.R• erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding BM[ 1 fabrication,quality control,storage,delivery.erection and bracing,consult ANSI/T9I1 Quaely Criteria,DSB-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria.VA 22314. Citrus Heights,CA,95810 1454ruthere Prate(SP)I:umberle specified,the design malign arethose el/active 06/01/2019 by MSC Job Truss Truss Type Qty Ply 58 R41832530 PL14-90UP F09 Floor 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 MiTek Industries,Inc.Mon Apr 21 15:3929 2014 Page 1 ID:j7axn4OsHnThIyaUAczwOszX1 UY-NgyL12j2fHmFYgbqv5phStLFYuG7KsvTsf96gCzOQTS I 2-6-0 I 0-5-6 I I 1-2-0 I I 1-7-2 I Scale:1"=1' 11.553 II 2 3x4= 31.5x3 I I 4 3x4= 51.5x3 II • _....\:: • • '....--`-„,.......,,,,,,,,..,,....„.....„,,,,,,.,,,...: N e ). 1.5x3 II 9 8 7 6 3x4= 3x4= 3x4= 3-0-14 2j-2-¢ 3-9-64-4-6 6-2-8 3-0-14 0-1-8 0-7-0 I 0-7-0 I 1-10-2 Plate Offsets(X,Y): 14:0-1-8,Edoe1,18:0-1-8,Edael LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.17 Vert(LL) -0.02 8-9 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.12 Vert(TL) -0.03 8-9 >999 360 BCLL 0.0 Rep Stress Ina YES WB 0.12 Horz(TL) 0.00 6 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:29 lb FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 9=267/0-2-8 (min.0-1-8),6=267/Mechanical FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. ty" ONIO N, TOP CHORD 2-3=-362/0,3-4=-362/0 BOT CHORD 8-9=0/423,7-8=0/362,6-7=0/362 0-03 Q1 WASti- 4 WEBS 2-9=-456/0,4-6=-424/0 G 0-G' 61t` d NOTES A' �`' �_., is) 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 4 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)9. 4)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. '� 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to (� 49639 be attached to walls at their outer ends or restrained by other means. 4`L �fS LOAD CASE(S) Standard S'1ONAL' G , D PRoFFss 742 870 2PE >' -y N tv �'0j, OREG N tiQ 1 0 �-8ER N. �O ©S & I RSP EXPIRES:06/30/2015 April 22,2014 I t A W RND4 Neely deign paraammrx and READ ADZES G:/THIS AND MIMED Ma E ACE 1417 7473:tc I/ISNam mr-ORELI ..' Design valid for use only with MTek connectors.This design is based only upon parameters shown,and is for an individual building Mi component.' Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary,bracing to insure stability during construction is the responsibillity of the AT� erector.Additional permanent bracing-of the overall structure is the responsibility of the building designer.For general guidance regarding IYE : fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Qualify Criteria,DSB-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 if Southern.Pir e(SP)tuurrtser is specified,the t%esige endows are Those ehestisre 04/03/2223 by MSC Job Truss Truss Type Qty Ply 58 R41832531 I PL14-90UP F10 Floor 6 1 Job Reference(ootional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 MiTek Industries,Inc.Mon Apr 21 15:39:30 2014 Page 1 ID:j7axn40sHnThyaUA¢wOszX1 UY-r0Wj WOjgQau6A_AOSoKw_4uKNIS83Cjc4JufCez0QTR I 2-3-0 I 1 1-7-11 I I 1-2-0 1 1 1-4-9 1 1-6-0 1 Scale=126.9 1.5x3 II 3x5= 1.5x3 II 3x4= 1.5x3 II 3x4= 1.5x3 I I 3x5= 1.5x3 II 1 2 3 4 5 6 7 8 9 e e d a e' e 1 14 13 12 11 i 3x4= 3x6= 3x6= 1.5x3 I I 3x4= 3x4= 12-3-11 I 11-1-11 11-8-111 1 15-5-4 I 11-1-11 0-7-0 0-7-0 3-1-9 Plate Offsets(XX): 16:0-1-8,Edael.111:0-1-8,Eduel LOADING(psi) SPACING 1-7-3 CSI DEFL in (loc) I/deft Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.55 Vert(LL) -0.18 12-13 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.71 Vert(TL) -0.28 12-13 >663 360 BCLL 0.0 Rep Stress Incr YES WB 0.53 Horz(TL) 0.04 10 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:70 lb FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 15=673/0-4-4 (min.0-1-8),10=673/0-2-12 (min.0-1-8) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. IONIC) 14. TOP CHORD 2-3=-2121/0,3-4=-2121/0,4-5=-2434/0,5-6=-2434/0,6-7=-1775/0,7-8=-1775/0 BOT CHORD 14-15=0/1291,13-14=0/2467,12-13=0/1775,11-12=0/1775,10-11=0/925 V WAS" WEBS 7-11=417/0,2-15=-1416/0,2-14=0/910,4-14=-380/0,5-13=-274/0,6-13=0/820,8-10=-1112/0,8-11=0/1049 U��tyoI i. 0 NOTES + t? :"' � � tO rsa 1)Unbalanced floor live loads have been considered for this design. / 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)10. 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. l-r 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to rd 49639 4 be attached to walls at their outer ends or restrained by other means. Q40 .4'ctS ' LOAD CASE(S) Standard S'IONAL0CS. C..ptiO PROFFss 870 2PE 7 -cj, REGO U © 0 BER1 C)4.9 A. HERN EXPIRES:06/30/2015 April 22,2014 k r A6C415NLY3-Verily deaiapuraalemrsani'REV f ITS ON nom I34CIMEDNark REF_ERENC PAGE H117473resIf25/2lld fSF Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for on individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown B for lateral support of individual web members only.Additional temporary bracing tainsure stability during construction is the responsibility of the �'��'`R erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding '- fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/7P11 QuaMy Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 asomilelrsPbss(SP)iurrrf:azis sprecifira4thedesign1rezinenaee ageatirse06/02/2013 byAtSC Job Truss Truss Type Qty Ply 5B R41832532 PL14-90UP F1t Floor 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 MiTek Industries,Inc.Mon Apr 21 15:39:30 2014 Page 1 ID:j7axn4OsHnThyaUAczwOszX1UY-rOWjWOjgQau6A AOSoKw 4uPzIbT3Hwc4JufCezOQTR I 2-6-0 1 0-5-10 1 1 1-2-0 i I 1-6-14 Scale=1:16.4 1.5x3 II 3x4= 1.5x3 II 1.5x3 II 3x4= 1.5x3 II 1 2 3 4 5 6 �� — — — a i A• I • e e e I X e e I 1C�( 9 8 3x4= /\ 3x4= 3x4= 3x4= I 3-1-2 31-10 3-9-10 1 4-4-10 4161 8-8-8 3-1-2 0-1-8 0-7-0 0-7-0 011-8 4-2-6 Plate Offsets(X,Y): f8:0-1-8,Edge(,19:0-1-8,Edgel LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) I/deft lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.20 Vert(LL) -0.03 7-8 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.18 Vert(TL) -0.07 7-8 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.20 Horz(TL) 0.01 7 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:40 lb FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 10=377/0-2-12 (min.0-1-8),7=377/0-4-8 (min.0-1-8) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. ," ONTO TOP CHORD 2-3=-761/0,3-4=-761/0,4-5=-761/0 --W BOT CHORD 9-10=0/701,8-9=0/761,7-8=0/682 & WA3 4 WEBS 2-10=-757/0,2 9=-28/290,5-7=-737/0 0 p , NOTES +7iff C `` �1, V 1)Unbalanced floor live loads have been considered for this design. 1 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)10. I 4 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. ?r 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to "- fit' 49639'„.....) be attached to walls at their outer ends or restrained by other means. Qe • GisiE LOAD CASE(S) Standard S�ONAL ' <<-R0 PROre �NG,INFF 4p�� 87022PE r- tv 4,), OREGO rlg. ' ' 41, ©S A” N'E 1*- EXPIRES:06/30/2015 April 22,2014 t A WANE-Verify design;araomtcrs acrd READ ICES ON THIS AM mama i ICTE,K REFERENCE PACE#Z7 7473 me ;912818 it ••••IIII. Design valid for use only with MTek connectors.This design is based only upon parameters shown,and is for an individual building component. � Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral.supportof individual-web members only.Additional temporary bracing to insure stability during construction is the responsibility of the »- , � - -j r-• ✓ ` erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding = fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPIl Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Salefy Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 V rt,errrt+ e(SP)aaatrertsspecified.nleit�m,val are a eo6/oafzOi$ AtkC • Job Truss Truss Type Qty Ply 5B R41832533 PL14-90UP F12 Floor 6 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 MiTek Industries,Inc.Mon Apr 21 15:39:31 2014 Page 1 ID:j7axn4OsHnThIyaUArzwOszX1 UY-JD46jkklBu0zn7ID0Wr9XIQW2ipMofRmJzeDk4zOQTQ 1 2-6-0 I I 2-3-5 ii 1-2-0 ii 2-411 I Scale=1:28.7 1.5x3 II 3x5= 1.5x3 I I 3x4 = 1.5x3 II 1.5x3 I I 3x5= 1.5x3 II 1 2 3 4 56 7 8 � � —\ 114.444.4414444401t - ms-fie ems - e N 1. e 19 12 11 10 3x4= 3x8= 3x4= 3x4= 3x4= 10-8-13 11-5-5 I 10-0-5 10-113 11-3-131 I 16-5-8 I 10-0-5 0--8 0-7-0 5-0-3 0-7-0 0-1-8 Plate Offsets(X,Y): 110:0-1-8,Edeel,111:0-1-8,Edgel LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) 1/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.49 Vert(LL) -0.25 11-12 >770 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.65 Vert(TL) -0.41 11-12 >478 360 BCLL 0.0 Rep Stress Incr YES WB 0.57 Horz(TL) 0.05 9 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:72 lb FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 13=718/0-1-12 (min.0-1-8),9=718/0-4-4 (min.0-1-8) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. ,'tONIO N. TOP CHORD 2-3=-2476/0,3-4=-2476/0,4 5=-2549/0,5-6=-2549/0,6-7=-2549/0 BOT CHORD 12-13=0/1527,11-12=0/2827,10-11=0/2549,9-10=0/1522 c fP o W )j> 4 WEBS 6-10=319/0,2-13=-1648/0,2-12=0/1025,4-12=-379/0,411=-466/163,7-9=-1643/0,7-10=0/1116 {i20 "`�Y NOTES reJ / ' o, Cil 1)Unbalanced floor live loads have been considered for this design. / 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)13. 4 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 71' 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to d14 496394/ be attached to walls at their outer ends or restrained by other means. °46 4crN ' LOAD CASES) Standard ~ZONAL - <0"-N PRQFFu,s cr 4NC'INFfiAl /q t. w 87022PE fir' i. y(I' cv> "j,.OREGO cyc)AL A. Hen EXPIRES:06730/2015 April 22,2014 4 t ®WARNTMSS-4'er,'Py design parameters and READ fMTES ON THIS AND MEWED MfIER REFERENCE PAGE MTh 7413 re&1/2512014 DEMME ..... Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.:Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek = • - + erector.Additional permanent bracing of the overall structure is the responsibilityIYi of the building designer.For general guidance regarding I R fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Qualify Cdleda,DSB-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Sheet,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 If Southern41111e$P).fumr is e; s,The'design water gym: & r ee+, 06/01/2013 by MSC Job Truss Truss Type Qty Ply 513 R41832534 PL14-90UP F13 Floor 6 1 Job Reference(ootionall Pacific Lumber 8 Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 MiTek Industries,Inc.Mon Apr 21 15:39:32 2014 Page 1 ID:j7axn4OsHnThlyaUAczwOszX1 UY-nPeUx4IxyC8gPHKPaDNO3Vzcx55RX5zvYcNmHWzOQTP I 2-3-0 I 1 1-4-11 II 1-2-0 II 1-2-5 1 2-6-0 I Scale:3/8"=1' 1.5x3 II 3x6= 1.5x3 II 3x4= 1.5x3 II 3x4= 1.5x3 I I 1.5x3 I I 4x5 = 1.5x3 I I 1 2 3 4 5 6 7 8 9 10 a _ e _ e _N e e e 0 I N e e e �p 1 15 14 13 12 TjXY 3x4= 3x8= 3x5= 3x4= 4x4= 3x4= 14-3-11 I 13=1-11 13-0-111 I 18-3-0 I 13-1-11 0-7-0 0-7-0 3-11-5 Plate Offsets(X,Y): 112:0.1-8,Edael,113:0-1-8,Edgel LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) 1/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.74 Vert(LL) -0.33 13-14 >651 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.85 Vert(TL) -0.53 13-14 >412 360 BCLL 0.0 Rep Stress Ina YES WB 0.61 Horz(TL) 0.06 11 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:81 lb FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 16=797/0-4-4 (min.0-1-8),11=797/0-2-12 (min.0-1-8) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 01ONI° TOP CHORD 2-3=-2664/0,3-4=-2664/0,4-5=-3503/0,5-6=-3503/0,6-7=-2556/0,7-8=-2556/0,8-9=-2556/0 ,{s, BOT CHORD 15.16=0/1564,14-15=0/3297,13-14=0/3200,12-13=0/2556,11-12=0/1731 cc7 dd WAS '�1 WEBS 7-13=0/349,8-12=-534/0,2-16=-1715/0,2-15=0/1206,4-15=-695/0,6-14=-7/395,9-11=-1869/0,9-12=0/1118, {J �� trf 0 'H6-13=-853/0 47 k.. O oa NOTESt`3 1)Unbalanced floor live loads have been considered for this design. 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)11. 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. "d� 49639• .L,4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to Q 4,I$T be attached to walls at their outer ends or restrained by other means. 7c G. 'S'1ONAL LOAD CASE(S) Standard �c� - PROPcS w\� 4�yGIN 9 r 87022PE (' cv CEGO CI 48ERt EXPIRES:06/30/2015 April 22,2014 I I ®WA£s717,3-Verify design parameters and READ WITS ON THIS AM I'RUtuEtl ICIEK REFERENCE WE HU 7473 reg.1119120148EFOs REUSE: Design valid for use only with M7ek connectors.This design is based only upon parameters shown,and is for on individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown Nal is forlateral support of individual web members only.Additional temporary bracing to insure stability during construction is the respansibillily of the M7Gk' - - --- erector.-Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding - fabrication,quality controL storage,delivery,erection and bracing,consult ANSI/TP11 Qualify Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 If 3authefn Ptnet'SP)litkirsbaxv Is apecifiack,Rua-design values are these aff.ctive OG/09.f2013las/MSC Job Truss Truss Type Qty Ply 5B R41832535 PL14-90UP F14 Floor 8 1 Job Reference LQptional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 MiTek Industries,Inc.Mon Apr 21 15:39:33 2014 Page 1 ID:j7axn4OsHnThyaUAczwOszX1 UY-FbBs8Qm4VHh1 Rub8xudcjWsmVXEGcZ3nG7JpzzOQTO 2-0-0 I I 1-10-1 I I 1-2-0 I I 2-5-3 Scale=1:21.0 1.5x3 I I 3x4= 1.5x3 I I 3x4= 1.5x3 I I 1.5x3 I I 1 2 3 4 5 83x4= 7 e < —e 0 11111111111144 N e e o e • 1. 11 10 e 9 8k 3x4= 3x5= 3x4= 1.5x3 II 354= I 8-2-9 18-9-9 19-4-9 I 12-0-12 I 8-2-9 0-7-0 0-7-0 2-8-3 Plate Offsets(X,Y): 16:0-1-8,Edgel,f10:0-1-8,Edoel LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.42 Vert(LL) -0.14 10-11 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.49 Vert(TL) -0.21 10-11 >670 360 BCLL 0.0 Rep Stress Incr YES WB 0.33 Horz(TL) 0.02 8 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:54 lb FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 12=525/0-2-8 (min.0-1-8),8=525/0-1-12 (min.0-1-8) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 'ONTO TOP CHORD 2-3=-1397/0,3-4=-1397/0,4-5=-1183/0,5-6=-1183/0 BOT CHORD 11-12=0/887,10-11=0/1518,9-10=0/1183,8-9=0/1183 cc' ©1 WA SII 4 WEBS 2-12=-994/0,2-11=0/571,410=-443/3,6-8=-1277/0 (.9 ' 0 NOTES w 61, 01 1)Unbalanced floor live loads have been considered for this design. tA 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)12,8. 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. y r 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to d� 4 39 be attached to walls at their outer ends or restrained by other means. (�� ��'�IS LOAD CASE(S) Standard 1�NA1J'"" � ti¢cO P R°Fess 8 • 2PE ,� { , 5y �'- OREGO (L'`:) w ,,,' �'jBER 11 S A. Hex- EXPIRES:06/30/2015 April 22,2014 4 1 ®WARNI -Ver//rdesignpamaxim and READ DOTES 0/1Rf.SANEiffiaL"<Ea MIER REFERENCE Ma-1411.7473rat 1/19/21114REf0REt Design void for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. '' Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional.temporary bracing toy insure stability during construction iss the responsibillity of the ■�'T$'R`• - s erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding BYB 1 - fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety information available from Truss Plate Institute.781 N.Lee Sheet,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 if Southern Pine(SP)lumber.is spec-died,thn*Hirt values arethexe adrfEctiim 06/G1/2O23 byA SC Job Truss Truss Type Qty Ply 5B R41832536 PL14-90UP FG1 FLOOR GIRDER 1 1 Job Reference(option) Pacific Lumber 8 Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 MiTek Industries,Inc.Mon Apr 21 15:39:34 2014 Page 1 ID:j7axn4OsHnThIyaUAczwOszX1 UY-kolEMlnBUpPYebTohePs8H26nvzq?7vC?wstLPzOQTN I 1-4-12 I 1-4-0 I 1 1.5x3 II 2 3x4= 3 1.5x3 II Scale=1:8.7 , o N X 5 4 3x4= 3x4= I 2-11-12 I 2-11-12 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) 1/deft Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.08 Vert(LL) 0.00 5 '"'• 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.09 Vert(TL) -0.01 4-5 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.07 Horz(TL) 0.00 4 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:15 lb FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 2-11-12 oc purlins, BOT CHORD 2x4 DF No.1&Btr(flat) except end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 4=253/Mechanical,5=249/Mechanical FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-4=-309/0,2-5=-304/0 0ONIO lit NOTES 007 X04 WI/ASA 1)Refer to girder(s)for truss to truss connections. C,, 2)This buss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. f r *" 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to g of Q1., r$ be attached to walls at their outer ends or restrained by other means. 4)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)188 lb down at 1-5-2 on top chord. �. The design/selection of such connection device(s)is the responsibility of others. r 5)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). a 4k. 49639 LOAD CASE(S) Standard ��'i`� cIB ' 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 S/ONAL-10G Uniform Loads(plf) Vert:4-5=-10,1-3=-100 Concentrated Loads(Ib) Vert:2=-188(F) ,_c0 PROr �ico• �N( NE',,. s<0 -37 87022PE t" 7 SAT OREGO, cf? ti 00 SER N IS A. tie FkP EXPIRES:06/30/2015 April 22,2014 k ®WA11/LV3.tkayrieai7nparanmer5gni READ EDITS CYTHU INCLUDEDWIENREFE€ENCEPANEHII7473mx1/28/2214BL MEEUSE —••. Design valid for use only with Mirak connectors.This design is based only upon parameters shown,and a for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown —.ra:forfetterel support of individual web members only.Additional temporary bracing to insure stability during construction a the:responsibillity of the _ a - erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding IVIIT fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/IPI1 Quality Criteria,DSB-89 and SCSI Bufding Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 t#Southara Fine(SP(lumber is spactfezd„titer destgss asfsrzs are threwa#astive 06/81/2811 1 by MSC • Job Truss Truss Type Oty Ply 5B R41832537 PL14-90UP FG Floor Girder 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 MiTek Industries,Inc.Mon Apr 21 15:39:33 2014 Page 1 ID:j7axn40sHnThlyaUAczw0szX1UY-FbBs8QmZVHh1Rub8xudclWuGVbcGeL3nG7JpzzOQTO I 1-6-0 I 1-5-10 I I 1-2-0 I I 1-4-14 I 2-6-0 I Scale:3/4"=1' 1.5x3 I I 1.5x3 I I 1.5x3 I I 1.5x3 I I 1 23x4= 11 3 4 53x4= 6 .,, e e s 0 ..."777t.. N e e e e e 1i 9 8 3x4= �/ 3x4= LX\ 3x4= 3x4= I 3-2-10 1 3-9-10 1 4-4-10 1 8-6-8 I 3-2-10 0-7-0 0-7-0 4-1-14 Plate Offsets(X,Y): 18:0-1-8,Edael.19:0-1-8,Edgel LOADING(psf) SPACING 1-7-3 CSI DEFL in (Ioc) I/deft Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.26 Vert(LL) -0.03 9-10 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.21 Vert(TL) -0.04 9-10 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.22 Horz(TL) 0.01 7 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:39 lb FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 10=497/0-2-12 (min.0-1-8),7=412/0-2-8 (min.0-1-8) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 01ONIO TOP CHORD 2-11=926/0,3-11=-926/0,3-4=-926/0,4-5=-926/0 44. BOT CHORD 9-10=0/669,8-9=0/926,7-8=0/771 & 01 'RTAS WEBS 2-10=-804/0,2-9=0/327,5-7=-833/0,5-8=0/303 {Jri' .til am; .� ,�j NOTES A O1. r 1)Unbalanced floor live loads have been considered for this design. / 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)10,7. '! 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 7. r 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to "d44, *A 49639 be attached to walls at their outer ends or restrained by other means. 941,to 5)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)233 lb down at 2-2-0 on top chord. The design/selection of such connection device(s)is the responsibility of others. 'S,t�NA. CS 6)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 �c,D PROpt. Uniform Loads(plf) �{{, s Vert 7-10=-8,16=60 �(,� ENGINE;-,4 /Ods,. Concentrated Loads(lb) �� � Vert:11=-169(B) < . f y SAS GREG N ftp 40 C34, A. Heck- EXPIRES:06/30/2015 April 22,2014 4 I ®W,riJ MIM3-Yenlydesign parameters snit READ IO7ES 0//1H1SAte INCE[SF0 HPTEK REFERRa SAGE NU 1413 ma.i/28/2rtd 8Lzi1AE 7.6E Design valid for use only with Mitek connectors.Thu design is based only upon parameters shown,and is for an individual building component." Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual Web members only.Additional.tergporarybracing to insure stability during construction a the responsibillity of the a A T - - - erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding INTI ie fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/IP11 Quaiiiy Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Informaion available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 feSeuthem Pine f&P)tumisa ix asucifiad"thedesigtr.values Bret nese a feet'rve 06.103/1013 byAteC Symbols Numbering System Q General Safety Notes PLATE LOCATION AND ORIENTATION 1 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property 3/4 Center plate on joint unless x,y p Y offsets are indicated. I (Drawings not to scale) Damage or Personal Injury MEM Dimensions are in ft-in-sixteenths. hlik Apply plates to both sides of truss and fully embed teeth. 1 2 3 1. Additional stability bracing for truss system,e.g. TOP CHORDS diagonal orX-bracing,is always required. See BCSI. 1/ n 2. Truss bracing must be designed by an engineer.For T 6 4 wide truss spacing,individual lateral braces themselves 11L11111111h1 may require bracing,or alternative Tor I �_� pbracing should be considered. 1-� 3. Never exceed the design loading shown and never U stack materials on inadequately braced trusses. For 4 x 2 orientation,locate ~ C7-8 Cha 5-6 O 4. Provide copies of this truss design to the building designer,erection supervisor,property owner and plates 0 'Aifrom outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from * CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment In accord with ANSI/TPI 1. Plate location details available In MITek 20/20 NUMBERS/LETTERS. software or upon request. 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for ICC ES Reports: use with fire retardant,preservative treated,or green lumber. The first dimension is the plate 10.Camber Is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR 1311,ESR 1352,ESR 1988 responsibility of truss fabricator.General practice is to to slots.Second dimension is ER-3907,ESR-2362,ESR-1397,ESR-3282 camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and Southern Pine lumber designations are as follows: In all respects,equal to or better than that / Indicated by symbol shown and/or SYP represents values as published specified. by text in the bracing section of the by AWC in the 200prNDS SP represents ALSC 012 approved/new values 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing with effective date of June 1,2013 spacing indicated on design. if indicated. 14.Bottom chords require lateral bracing at 10 ff.spacing, or less,if no ceiling is installed,unless otherwise noted. BEARING ../+.- 15.Connections not shown are the responsibility of others. Indicates location where bearings (supports)occur. Icons vary but 16.Do not cutalter member or plate without prior l ©2012 MiTek®All Rights Reserved approvaloff an engineer. reaction section indicates joint 1 ® number where bearings occur. Al 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. IIIfl 18.Use of green or treated lumber may pose unacceptable environmental,health or performance risks.Consult with Industry Standards: project engineer before use. ANSI/TPI1: National Design Specification for Metal 19.Review all portions of this design(frontback,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, MiT20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, � � ANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev.01/29/2013