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Plans A s 1.1--0/6- ��hECI� E / 37�3 �w /?s ic` MI 0 - MAY 0 2 2016 CITY OFTIGARD MiTele BUILDING DIVISION MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights,CA,95610 Telephone 916/676-1900 Re: PL14-90UP Fax916/676-1909 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 nreal tor the state of Oregon is June 30,2015. Lumber designse valueswdaareefin accordance with ANSUTPI 1 section 6.3 These licetruss designsenrely on lumber values established by others. ���EO PROFFss <1..,c �NGINEFR �p `t 8 • 2PE -7 ‘t** to 7N OREGON q,, 4.i -"P<c+ SER A1 A� A. HsR 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. _® iTe MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights,CA,95610 Telephone 9161676-1900 Fax 91616761909 Re: PL14-90UP SB 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. 01ONIO os WASNI,4 Ya�o „0„49639,0, GIST'ivR � 0 Sj, 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 58 R41832522 PL14-90UP__. F01 Floor 6 1 Job Reference(notional) Pacific Lumber&Truss Co.. Lake Oswego,Oregon 7.510 s Jan 13 2014 MiTek industries,Inc.Mon Apr 21 15:39:21 2014 Page 1 ID:j7axn40sHnThyaUAczwOszM UYcHTKdJc1YpmObb_IRPgo780ohg07S71 HOPDhOfzOQTa 2-6-0 I I 2-2-9 I I 1-2-0 I I 2-4.11 I Scale=1:28.6 1.5x3 II 3x5= 1.5x3 II 3x4= 1.5x3 II 1.5x3 II 3x5= 1.5x3 II 1 2 3 4 5 6 7 8 u _ a e o 0 or 9 O a 13 12 11 10 �i 3x4= 3x8= 3x4= 3x4= 3x4= 10-84 11-4-9 I 9-11-9 f0((1 1 111-3-1 I 1 161-12 9-11-9 0-1�i 0.7-0 5-0-3 I 0-7-0 0-1-8 Plate Offsets(X,Y): 110:0-1-8,Edge1.111:0-1-8.Edgel LOADING(psf) SPACING 1-7-3 CSI DEFL in (lac) 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. �) T Io 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=0/2532,9-10=0/1515 AS 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 Cr �0 . 1V,,.. NOTES i ;f,t7 O/, xj Dy L 1)Unbalanced floor live loads have been considered for this design. 1 N 2)Refer to girder(s)for truss to truss connections. 14 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. for 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 49639 be attached to walls at their outer ends or restrained by other means. Is 44, 44 �IsTE LOAD CASE(S) Standard �42`r1PNAI,$�G) ' -‘),VD PROF4-" c.• Al . 0. 87022PE r yiv o O. MSER 1\ OSA HE0. 1 EXPIRES:06/30/2015 April 22,2014 1 ®t4A.kNIMI-VerifydesignpardmebrsandREADA01ESCN7MISAND1/KIDDEDMITEKREFERE/CEPAGEMIT..7473fen1/29/201 D OREttEcE miiim.• Design valid for use only with MSek 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 corstsuc}bn is the responsibility of the MiTek' erector-Additional permanent bracing of the overall structure is the responsibility of the bulding designer.For general guidance regarding fabrication,quality control storage.delivery,erection and bracing,consult ANSI/TPNI Quality Criteria,051-89 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,65810 If Southern Pine(Sp)lumber Is specified,the design values arethose effective 06/01/2013 byAtSC Job Truss Truss Type Qty Ply 58 R41832523 PL14-90UP F02 FLOOR 5 1 Job Reference footionall Pacific Lumber&Truss Co., Lake Oswego.Oregon 7.510 s Jan 13 2014 MiTek Industries,Inc.Mon Apr 21 15:3922 2014 Page 1 IlVaxn40sHnThlyaUAczw0szX1UY-4U1igfdfJ7uFCIZU 782f0Y183goBcGRF3yEw5z0QTZ 1 1-S-0 1 1-3-4 1 0-03_1-3 1 2-3-0 1 1 1-2-0 1 1 1-45 1 2-6-0 I Scale=1:27.7 1.5x3 II 3x4= 1.5x3 II 3x4= 1.5x3 II 3x4= 1.5x3 II 3x4= 1.5x3 II 1 2 34x6= 4 5 6 7 8 9 10 ® e a - c O e N N e e e e e 17 *- 15 14 13 12 11 3x4= 3x6= 4x5= 3x5= 1.5x3 II 3x4 = 3x4= 3-0-415-10-12 I 3-0-4 I 12-10-8 Plate Offsets(XX): 17:0-1-8,Edoel.112:0-1-8,Edoel LOADING(psf) SPACING 1-7-3 CSI DEFL in (lac) I/deft L/d 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 Inc- YES WB 0.43 Horz(TL) 0.01 11 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (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 OF 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) 01 ONTO 44.. FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. Off. t) Ori " 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, i' G) , 8-9=109910 BOT CHORD 16-17=-664/0,15-16-1294/0,1415=0/331,13-14=0/1099,12-13=0/1099,11-12=0/890 "� ,, N 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, I 4-i 9-12=0/379,3-15=0/856 ? NOTES 'd1 49639 t9 1)Unbalanced floor live loads have been considered for this design. O40,'.4GIg [9 2)Refer to girder(s)for truss to truss connections. tS'S 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 426 lb uplift at joint 17. 101STAj,'r'" 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. ���D 15 R Q�� 6)CAUTION,Do not erect truss backwards. C LOAD CASE(S) Standard '1''C'�N+ �N>1;�9 trfO2 Cc 870 2PE ,Ki �r N vs: N 5. �' OREGO., tib. <U -p. ER 11 �O OS RSP - A. He EXPIRES:06/30/2015 April 22,2014 C / A WARN/fa-Vert/ydesignparameters and READ W'SOHMS AND IMI.L EDMITEKREFERENCEPAGEtHIE7473rex.1129/2814B0R5USE Design valid for use only with MiTek connectors.This designs 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 Pil 'o 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 respomblity of the bulding designer.For general guidance rregarcfi 7777 Greenback Lane,Suite 109 fabrication,quality control,storage.delivery.erection and tracing.consult ANSI/IPII Quatfty Cdleda,DSB-89 and BCSI BuildingComponent 7 77s Greenback CA,ne,Su Safely Information avalable from Truss Plate Institute,781 N.Lee Sheet,Suite 312.Alexandria,VA 22314. If Southern Pine ISM lumbar is specified,the design values are.thase effoctfve 06/02,2013 byAtSC Job Truss Truss Type Qty Ply 58 R41832524 PL14-90UP F03 Floor 3 1 Job Reference(optional) Pacific Lumber d Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 MTek Industries,Inc.Mon Apr 21 15:3923 2014 Page 1 ID:j7axn40sHnThtyaUAczwOszX1 UY-Ygb42?eH4R06gv8gYgiHCc57kT4EwoFa1jinSYzOQTY I 2 0 I I 2-5-1 I I 1-2-0 I I 2-4-11 1 Scale=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 6 f e / _ _ 00000000000000 e 4 0 0 o \ N O 1 12 11 10 3x4= 3x8= 3x4= 3x5= 3x4= 10-10-9 11-7-1 I 10-2.1 101319 111-5-9 1 I 16-74 10-2-1 0-1-B 0-7-0 5-0-3 0-7-0 0-14 Plate Offsets(KY): f10:0-1-8,Edgel,f11:0-1-8,Edgel LOADING(psf) SPACING 1-7-3 CSI DEFL in (lac) 1/deft L/d 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 Ina' YES WB 0.58 Horz(TL) 0.05 9 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:73 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=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. IT NIO x� 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 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 G(..„,...— 0 1' G� NOTES t O'AM 1)Unbalanced floor live loads have been considered for this design. N2)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. Ii 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 f'41 be attached to walls at their outer ends or restrained by other means. 49639 �� LOAD CASE(S) Standard 9.tC,�4GISTER9 sSjONAL I- 74oINE?4.%\ 870 2PE �r" 7N�Aj, OREG N ti O�./ 'Act,„ sER 11 P,- S A. HERS EXPIRES:06/30/2015 April 22,2014 1 r ®imam-Ver'fydesign parameters and READ MIEES ONTHIS AND INCLUDED MITEIf REFEE E PAGE NIT-14I3 reg,1/28/2014BE 28EUSE Design valid for use only with Mitek connectors.Ths design is based only upon parameters shown.ands 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 responsibility of the - erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding Mire k. fabrication,quality control,storage.delivery,erection and bracing.consult ANSI/TP11 Quality 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 He' If Southern Pine(Sp)lumber is specified,the design values are those efts-due 06/01/2013 byALSCrghLs,CA,95610 Job Truss Truss Type Qty Ply 50 R41832525 PL14-90UP F04 Floor 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 MRek Industries,Inc.Mon Apr 21 15:39:24 2014 Page 1 ID:j7axn40sHnThyaUAczw0szX1 UY-Os9SFLfvrk8yS3d6YDWpeEXtNlfT6kiNRL?_zOQTX I 2-3-0 I 1 1-4-11 11 1-2-0 I F 1-0-9 1 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 II 4x5= 1.5x3 II 1 2 3 4 5 6 7 8 9 10 e e e e N ri e e e ee e 1 MA 15 14 13 12 11 3x4= 3x8= 3x5= 3x4= 4x4 = 3x4 1=- 14-3-11 14-3-11 I 13.1.11 �3$-111 i 18-14 I 13-1-11 0.7-0 0-7.0 3-9-9 Plate Offsets(X,Y): 112:0-1-8,Edae1.113:0-1-8,Edoel LOADING(psf) SPACING 1-7-3 CSI DEFL in (lac) Udefl 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/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.18,Btr(flat) end verticals. WEBS 2x4 OF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/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. y'yONTO /4. 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 �E�SITriCe�, BOT CHORD 15-16=0/1550,14-15=0/3254,13-14=0/3130,12-13=0/2477,11-12=0/1721 O . OF `�y, 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, 0T . C ' �G. 6-13=860/0 .0 h,; �0 N NOTES 4'i = 1)Unbalanced floor live loads have been considered for this design. g 2)Refer to girder(s)for truss to truss connections. 17x7 r 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. "dry . A. 4963 ,w 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 O SCIS be attached to walls at their outer ends or restrained by other means. (; LOAD CASE(S) Standard RED PRoi ��\co�NGINFFA.LS429 87022PE r" -7 N 1N /V % OREG N. 4Z4.Q1v 'AO F/V)BER 1'� �. A. HE . EXPIRES:06/30/2015. April 22,2014 r ®WWANA3-VerfiIM7 ydes/gn parameters and READ NOTES ON THIS AND .t.1iED HHITEKREFERENCE PAGE N1E.7473 ter.,1/29/2014 BE:MEUSF .r• 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 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.detvery.erection and bracing.consult ANSI/TP11 Quality Cdieria,058.89 and BCSI Bu9ding 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 tf Southern PinetSP)lumber is specified,the design values arethose effective 06/01/2013 byALSC Job Truss Truss Type Qty Ply 58 PL14-90UP F05 Floor 9 1 841832526 Pacific Lumber&Truss Co., Lake Oswego,Oregon Job Reference(ootional) 7.510 s Jan 13 2014 MiTek Industries,Inc.Mon Apr 21 15:3926 2014 Page 1 lD:j7axn4OsHnThIyaUAczwOszX1UY-zFGD9OgAMMOghMsFDzG gEjdrh4P7Ju1AhwS31z0QTV 1 1-3-0 1F �-1--i I 1-2-0 II 2-4-15 1 2-6-0 I Scale=1:35.4 4x5= 3x4= 3x4= 3x4 = 3x4= 4x4= 3x6 FP= 3x8= 1 2 3 y4 5 6 7 8 9 10 11 12 13 14 15 16 GIV111.11W•Nillirp......000.1•14WMpriall ,.,,, II..-Allg... Cr 2- 25 24 23 22 21 20 19 18 3x4 = 4x6= 3x5= 3x6 FP= 3x5= 3x5= 4x6= 3x6= 3x5=-- 3x5 1/y6= 1 14-5-9 15-7.9 145-9 5'0"41 70-9.8 Plate Offsets(X,Y): 112:0-1-8,Edgel,(18:0-1-8,Edge1 7-o b 7 0 1 s1-15 LOADING(psf) SPACING 1-7-3 CSI DEFL in (lac) I/deft Lid 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 Incr YES WB 0.84 Horz(TL) 0.08 17 n/a n/a BCDL 5.0 Code 1BC2012/TPI2007 (Matrix) Weight:98 lb FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 DF 2400F 2.0E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF 2400F 2.0E(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 (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 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/O, tiiONIO 8-9=4495/0,9-10=4495/0,10-11=-4230/0,11-12=4230/0,12-13=-3519/0, 13-14=-3519/0,14-15=-3519/0 I, ,- ' BOT CHORD 25-26=0/1077,24-25=0/2776,2324=0/3897,22-23=0/3897,21-22=0/443620.21=0/440119-20=0/319,18 19=0/3519,17-18=0/1990WEBS 1219=-357/0,13 18=426/0,2-26=-1375!0,2-25=0/1183,425=-987/0,4 24=0/813, td 6-24=-618/0,6-22=0/446,15-17=-2149/0,15-18=0/1659,10-20-272/35,11-20=-327/0, JP 12-20=0/1057 NOTES 'a�0ke 4963�9�`q t{, 1)Unbalanced floor live loads have been considered for this design. ,/(, GIS7 En" 2)All plates are 1.5x3 MT20 unless otherwise indicated. 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)26. SSIDNALG 4)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. inrs 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. LOAD CASE(S) Standard ;(% PROFFs c. �NGINFF9.rSj� 87022PE 9 co N -7 ot -0j, OREG•N9 �� � M �On SER A% s` A. H # EXPIRES:06/30/2015 April 22,2014 A taw= sod READ l4OTEESONTNZSAND ZMZIMEDMZTEKREFERENCE PAGE MZ7.7473rat 1/r29/28ZSBErMEUSE. s Design valid for use only with MTek connectors.This design is based only upon parameters shown,and'e for on individual budding component. Applicability of design parameters and proper incorporation of component is responsbiity of building designer-not buss 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 erector.Additional permanent bracing of the overall structure is the responsibility of the budding designer.For general guidance regarding MiTek' fabrication,quality control.storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,056.89 and BCSI Building Component Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312.Alexandria.VA 22314. 7777 Greenback Lane,Suite 109 If Southern Pine(SP}lumber is specified,the design values are thase effective 06/01/2.013 byAtSC Citrus Heights,CA.95610 MIl.IlIIIlIIlll..II.IMMII...IMIl..MMIIM.l.lMIIIIlIIl.IMlMlIMlI.IlMMllMlMII1I7 " JobPL14-9OUP I Truss Truss Type Oty Ply 5B 841832527 I I FW IFbor I1 I_ 1 Job Reference(oottonalt 7.510 s Jan 13 2014 MiTek Industries, OehMsFDzG qApr 21 15:o7WE16 14 Page 1 Pacific Lumber 6 Tress Co., Lake Oswego.Oregon ID:j7axr14OsHnThlyaUAczw0szX1UY-zFGDgOgAM zOOTV 1-4-0 2-6-0 1 1 1.5x31 {I I 2 3x4= 3 1.5x3 II Scale=1:8.7 Ill II II 1 14P17.11-7111." w 0 N _ P. MN M♦ ‘i14. 5 '/ 4 3x4= 3x4= - { t1 8 3-411183- LOADING(psf) SPACING 1-7-3 CSI DEFL in (ioc) 1/deft Lid PLATES GRIP Vert(LL) 0.00 5 "" 480 MT20 220/195 TCLL 40.0 Plates Increase 1.00 TC 0.17 -0.040.10 Vert(TL) 4-5 >999 360 B Incr TCLL 10.0 Lumber Increase C 0.05 Horz(TL) 0.00 4 n/a n/a BCLL 5.0 Rep Stress Incr YESES WBWeight:19 lb FT=0%F,0%E BCDL 5.0 Code IBC2012/TPI2007 (Matrix) LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr(Oat) TOP CHORD Structural wood sheathing directly applied or 4-1-0 oc purlins, except end verticals. BOT CHORD 2x4 DF No.1&Btr(tlat) BOT CHORD Rigid rtiadirectly applied or 10-0-0 oc bracing. WEBS 2x4 DF Stud/Std(flat) REACTIONS (lb/size) 4=174/Mechanical,5=174/0-2-8 (min.0-1-6) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. fr TO1O NOTES Q� oF�' , y� lit 1)Refer to girder(s)for truss to truss connections. at'oint s 5. G j' 4' G `% 2)Provide mechanical connection(by others)of truss to bearing platejoint(s)) 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. „ T 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 rq be attached to walls at their outer ends or restrained by other means. 4 i Ca /f•r LOAD CASE(S) Standard '`S 4 49639 47 off. •cts 4'41 . SIO (CE) PROFps 144NCaIfVEFA 902 4 87022P, r" 41/ y -0 OR GON et,�O �MBER1' A. HE��P EXPIRES:06/30/2015 April 22,2014 44 ""ti A MA,kNL4:s-Verify design mamma and READM;Tr=S CN TNI&AMG 7/XZf8;E0 Mf7EK kEFEkEht�PAGE HU 7473 rsc 1129/20I8 Bl?OREI�SE Design valid for use only with Mgek 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 MiTek' is for lateral support 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 shucture is the responsblity of the building designer.For general guidance regarding 7777 Lane,Suite 109 fabrication•quality control.storage.delvery.erection and bracing.consult ANSI/1Pl1 Qualify Criteria,DSB-89 and SCSI Building Component 7777s Greenbackea,CA,Lne,su If Southern Pine(SP)lumber isssspec�ed the design values ase thine Street. dctive efoifn2013 by/MSC 22314. Job Truss Truss Type Qty Ply 58 PL7490UP F07 Floor 5 1 R41832528 Job Reference(optional) Pacific Lumber 8 Truss Co.. Lake Oswego,Oregon 7.510 s Jan 13 2014 MiTek Industries,Inc.Mon Apr 21 15:39:28 2014 Page 1 ID:j7axn40sHnThlyaUAczwOszX1 UY-veOz5iiQuzeOwg0eLOfSvfozjUmsbGBJd?PY8tOQTT 1-7-12 1 1 1-8-15 I 1 1-2-0 11 1-4-9 1 1-6-0 1 Scale=1:30.1 3s6= 1.5x3 II 3x4= 1.5x3 I I 3x4= 1.5x3 II 3x4= 1.5x3 II 3x5= 1.5x3 II 3x8 1 2 3 4 5 6 7 8 9 10 11 0 <4. O __ :-...'.. ... N 19 ��A 17 16 15 14 13 3x4 I I 3x6= 3x8= 3x5= 3x5= 1.5x3 II 3x4 = 3x4= 1 1-10-12 2-9Q�14 17-5-4 I 1-10.12 0-118 15-5-0 Plate Offsets(X,V): f2:0-3-0,Edge).f8:0-1-8,Edoe1.113:0-1-8,Edoel,f19:Edoe.0-1-81 LOADING(psi) SPACING 1-7-3 CSI DEFL in (loc) 1/deb L/d 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 puffins, except BOT CHORD 2x4 OF 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(lb)or less except when shown. 'SONIO TOP CHORD 1-2=0/670,2-3=-950/312,3-0=-950/312,45=2192/0,5-6=2192/0,6-7=-2379/0, & OV WAS1l/4, 7-8=-2379/0,8-9=-1741/0,9-10=-1741/0 +Y y� BOT CHORD 17-18=-670/0,16-17=32/1694,15x16=0/2387,14-15=0/1741,13-14=0/1741, G C� `%G 12-13=0/909r4 l� ` O d 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, N 4-16=0/641,4-17=-935/0,10-12=-1092/0,10-13=0/1027,2-17=0/1309 \t , r NOTES 1°4 O �4963�gr 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)12. rS'4, Cj$ 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. S'si ...,,Sly 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 NAI 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. E� F PR QF . The design/selection of such connection device(s)is the responsibility of others. Qk 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). �\�. NGl NF cSjO 2 if, LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 87022P E9 Uniform Loads(plf) Vert:12-19=-8,1-11=-80 Concentrated Loads(Ib) Vert:1=-304(F) < REGOV ., ti� 1C// S A HERS EXPIRES:06/30/2015 April 22,2014 e _ i 6fARNING-Ver fdesignparametersandRE'ADA,rESOMMISAND77.CU`EDHITERREF EM=PAGE Ha 7473 rex 1,/19/261$DETREUSE Design valid for use only with Mira connectors.This design h based only upon parameters shown,and is for an individual bolding component. 1, Applicability of design parameters and proper incorporation of component is responsibiSity 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 responsibility of the --- n I�e�. 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/TPII Quality Criteria,058-89 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(SP)lumber is specified,the design values arethosa effective 06701/2013 byAtSC 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 MTek Industries,Inc.Mon Apr 21 15:3928 2014 Page 1 ID:j7axn40sHnThIyaUAczwOszX1 UY-veOzSiiQuzeOwgOeLOlSvfo4nUv9bNVJd?PY81zOQTT 2.60 1 0-5.101-2.0 I I 1-4.74 Scale:3/4"=1' 1.5x3 II 1.5x3 II 1.5x3 II 1.5x3 II 23x4= 3 4 53x4= 6 1 -o- e o- e _ ..\\----\" — 0 N e e e3x4= �( 1 8 dX 8 /� 3x4= 3x4= 3x4= 3.1 I 3-1-2-2 30- -1-B-0 3.9-100-7-0 I 4-40-710-0 41 8-6-8 I M-8 40-6 Plate Offsets(XX): 18:0.1-8,Edgel.r9:0-1-8,Edflel LOADING(psf) SPACING 1-7-3 CSI DEFL in (lac) l/defl Lid 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 Weight:391b FT=0%F,0%E BCDL 5.0 Code IBC2012/TPI2007 (Matrix) LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied orb-0-0 oc purlins, except BOT CHORD 2x4 DF No.18Btr(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. y1ONIO j�y. TOP CHORD 2-3=732/0,3-4=-732/0,4-5=732/0 c., F>�f p� BOT CHORD 9-10=0/682.8-9=0/732,7-8=0/665 GQ f,. h ,- WEBS 2-10=736/0,2-9=-37/269,5-7=-718/0 NOTES 1 f N 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)10,7. - 1. 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 14; 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 t0 �, 496399 Qf be attached to walls at their outer ends or restrained by other means. ��/C+, ('+I$ EK' G LOAD CASE(S) Standard SSL. ANTAL p;ED PROP `Co ONGINEF,.../0 C� . 2 870 2P y X40 ORECO 953 ojv 'pO tijBER 1\ OSA H� ' EXPIRES:06/30/2015 April 22,2014 1 A I1f4FsPRti-Verity design parameters and READ M71eS ON IRIS AND IM2UFEO HI7EK REFERENCE PAGE NIP 1413 res 1/29/2014BEt1.4£USE �' Design valid for use only with Mfek connectors.This design is based only upon parameters shown.and is for an individual budding component. r, Applicability of design parameters and proper incorporation of component Is responsibdily of building designer-not truss designer.Bracing shown - MITek' is for lateral support of Individual web members only.Additional lemporay bracing to insure stability during construction is the responsibiility of the erector.Additional permanent bracing of the overall structure is the responsibility of the budding designer.For general guidance regarding 7777 Lane,Suite 109 fabrication.quality control.storage,delivery.erection and bracing,consult ANSI/1PI1 Quality Criteria,DSB-89 and SCSI Building Component 7777s Greenbackea,CL,ne,Su If Sou Southern PiinnelSP)Lumber isospecified,theidesign values are:thote Street, Suite ctive 06/01/2013 byALSC 22314. Job Truss Truss TypeQty Ply 5B R41832530 PL14-90UP F09 Floor I 1 Job Reference/optional) Pacific Lumber a Truss Co. Lake Oswego,Oregon 7.510 s Jan 13 2014 MITek Industries,Inc.Mon Apr 21 15:39:292014 Page 1 ID:j7axn4OsHnThIyaUAczw(szX1 UY-NgyLl2j2fHmFYgbgv5phStLFVuG7KsvTsf96gCzOQTS I 2-6-0 1 0-5-6 1 1 1-2-0 I I 1-7-2 I Scale:1"=1' 1 1.5x3 II 2 3x4= 31.5x3 11 4 3x4= 51.503 11 .\\-- C 9 B 71.5x3 II 6 3x4= 3x4= 3x4= 1 3-0-14 3-2-Q 3-9-6 1 4-4-6 1 6-2-8 I 3-0-14 1 0-7-0 0-7-0 1-10-2 Plate Offsets(X,Y): 14:0-1-8,Edoel,f8:0-1-8,Edgel LOADING(psf) SPACING 1-7-3 CSI DEFL in (lac) Udefl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 017 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 incl 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 OF 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. �yTONIO,, TOP CHORD 2-3=362/0,3.4=-362/0 BOT CHORD 8-9=0/423,7-8=0/362,6-7=0/362 WEBS 2-9=456/O,4-6=424/0 GOA' IF" NOTESt 1)Unbalanced floor live loads have been considered for this design. Irl 2)Refer to girder(s)for truss to truss connections. 4 II 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)9. 47 4)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. rd 49639 `� 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 16 .� be attached to walls at their outer ends or restrained by other means. 44'' GI$TEA LOAD CASE(S) Standard SSIGNAL� G • ''• IN PROFFss ��co �NGINrF9. /0 870 2PE 9r" -7); GREG N" ti 0�� Or, -8ER 1\ QCT. SA. HERS EXPIRES:06/30/2015 April 22,2014 1r aWAANIMS-Verify design paramersandREAI)M27ESONTRISAM)I?K2L/`EDMI7EKREFINE/KFPAGEMIL7473(ee1/29/2OIEBEDREUSE �'• Design valid for use only with Mgek connectors.This design is based only upon parameters shown,and is for an individual building component. MN, Applicability of design parameters and proper incorporation of component is responsblity of building designer-not truss designer.Bracing shown - is for lateral support of individual web members only.Additional temporary bracing to insure stability during constnrction is the responsibillity of the le�. erector.Additional permanent bracing of the overall structure is the responsibility of the bufdirg designer.For general guidance regarding fabrication,quality control,storage.delivery,erection and bracing.consult ANSI/TPII Quality Criteria,DSB-B9 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information avatable from Truss Plate Institute.781 N.Lee Street.Suite 312 Alexandria,VA 22314. Heights.hts,CA,95610 If Southern Pine(SP)lumber is specified,the desige values are those effective DG/01/2013 byMSC g I.lM.MM.MlMMMMMlMMIMMMlMMMlMMMlMMI7' '" Job Truss Truss Type Qty Ply 5B R41832531 PL14-90UP FlO 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 15:39:30 2014 Page 1 ID:j7axn40sHnThlyaUA¢w0szX1UY-rOV4WOjgQau6A AOSoKw 4uKNIS83Cjc4JufCezOQTR 2-3-0 I 1-7-11 I I 1-2-0 I I 1-4-9 1-6-0 Scale=1:26.9 1.553 II 3x5= 1.54 II 354= 1.5x3 II 3x4= 1.5x3 II 3x5= 1.5x3 II 6 7 8 9 1 2 3 4 5 • \ O \ O N O 14 13 12 11 3x4= 3x6= 3x6= 1.5x3 II 3x4= 3x4= 12-3-11 11-1-11 I1.8•11I I 15-5-4 11-1-11 o-7-0 0-7-0 3-1-9 Plate Offsets(X,Y): 16:0-1-8,EdeeL 111:0-1-8.Edoel LOADING(psf) SPACING 1-7-3 CSI DEFL in (lac) I/deft Ud 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[nor YES WB 0.53 Horz(TL) 0.04 10 n/a n/a Weight:701b FT=0%F.0%E BCDL 5.0 Code IBC2012/TP12007 (Matrix) 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(lb)or less except when shown. 'ONTO TOP CHORD 2-3=-2121/0,3-4=2121/0,4-5=-2434/0,5-6=2434/0,6.7=1775/0,7-8=1775/0O� O� BOT CHORD 14.15=0/1291,13-14=0/2467,12-13=0/1775,11-12=0/1775,10.11=0/925 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 G NOTES 1)Unbalanced floor live loads have been considered for this design. 4 I 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)10. nr 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 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�+ 49639 be attached to walls at their outer ends or restrained by other means. ��Cr$ LOAD CASE(S) Standard SIGNAL ��,ED PROEEs ANG I IVEF9.cS/02 -17 cc 870 2PE N OREGO ( y 1; Lo ,1 st' . A. HE• EXPIRES:06/30/2015 April 22,2014 ®KARNIM3-Verify design parameters and READ NOTESONMIS AND.INCLUDED MITEVREFERENCEPAGEMI1.7473rer.1/29/2014BgOREOSE Design valid for use only with MTek connectors.This design is based only upon parameters shown,and is for an individual building component. T Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown -.-. M I IB`k• is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the resporuibillily of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 7777 lane,Suite 109 fabrication.quality control,storage.delivery,erection and bracing,consult ANSI/TPII Quality Criteria,058-89 and SCSI Building Component 7 Its Greenbackea, t,CAne,Su If Sou ernPine( availabletumbais Trspecified,the Institute,desdesign ua ethhe hasee�eite cive12.0G/01120d 3•yMSA C1. If Southern Pine(SP}lumbar is spetded,the tlafi8rt Job Truss Truss Type Qty Ply 5B PL14-90UP Flt Floor 2 1 R41832532 Pacific Lumber 8 Truss Co., Lake Oswego,Oregon Job Reference(Optional) 7.510 s Jan 13 2014 MTek industries.Inc.Mon Apr 21 15:39:30 2014 Page 1 10:j7axn40sHnThlyaUAczw0szXIIN-rOWVVOjgQau6A AOSoKw 4uPzIbT3Hwc4JufCez0QTR I 2-6-0 10-5-10 1 1 1-2-0 1 1 1-6-14 1 Scale=1:16.4 1.5x3 II 3x4= 1.5x3 II 1.5x3 II 3x4= 1.5x3 II 1 2 3 4 5 6 V‘ 0 N -- : e 1 9 0 803x4= ����\\ 3x4 3x4= 3x4= I 31-2 3•F-10 3-9-10 14 4-10 4 8,643 3-1-2 0.1 0-7-0 0-7-0 0.1 4-2-6 Plate Offsets(X,Y): 18:0-1-8,Edoel.19:0-1-8,Edgel LOADING(psf) SPACING 1-7-3 CSI DEFL in (lac) Udefl 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(rL) -0.07 7-8 >999 360 BCLL 0.0 Rep Stress!nor YES WB 0.20 Horz(TL) 0.01 7 n/a n/a BCDL 5.0 Code IBC2012/rP12007 (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. `1oNIo TOP CHORD 2-3=-761/0,3-4=-761/0,4-5=-761/0 p.? 44. BOT CHORD 9-10=0F701,8-9=0/761,7-8=0/682 WEBS 2-10=-757/0,2-9=-28/290,5-7=-737/0 C., �Q�wns Q� 1-1 l C- d NOTES I h tC O CO �. C55 1)Unbalanced floor live loads have been considered for this design. N 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)10. \i ;• 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. /i;..,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 TO � 49639 w be attached to walls at their outer ends or restrained by other means. TA 4 QkS' LOAD CASE(S) Standard �s,O ��� ,. ,R1/4cD PRQp �,.�5 �NGINEF9.�j� 2 870222E 91-- * G, OREGO, cy� <U� :Pi 4j13ER A\ `S P A. HECO RS EXPIRES:06/30/2015 April 22,2014 r IFAMIN3-Verify design 7arametars and READ NOBS ON TNIBAND MIMED MIMICREFMCM.7 PAGE MIL 7473 rec 1129/2014 BOOM USE I Design valid for use only with MT ® ek 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 B responsibility of building designer-not buss designer.Bracing shown i is for lateral support of individual web members only.Additional temporary bracing to insure stabiriy during construction is the responsibitiy of the erector.Additional permanent bracing of the overall structure is the responstatiy of the building designer.For general guidance regarding MiTek• fabrication,quality control,storage,delvery,erection and bracing,consult ANSI/TPIt Qualify Criteria.DSB-89 and BCSI Building Component Safely Information available from Truss Plate Institute,781 N.Lee Street,Suite 312.Alexandria,VA 22314. 7777 Greenback Lane,Suite 109 If Southern Pine(SP)lumber is specified,thedesign values are those effective 08/01/2013 byAtSC Citrus Heights,CA,95610 r Job Truss Truss Type Qty Ply 5B R4/832533 PL14-90UP F12 Floor 8 1 Job Reference(ootionall Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 MRek Industries,Inc.Mon Apr 21 15:39:31 2014 Page 1 ID:j7axn40sHnThlyaUAczw05zX1 UY-JD46jkktBuOzn71D0W9Xi0W2ipMofilmJzeDk4zOQTQ I 2-6-0 I I 2-3.5 11 9-2-0 I I 2.4-11 I Scale=1:28.7 1.553 II 3x5= 1.5x3 II 3x4= 1.5x3 II 1.553 II 3x5= 1.5x3 II 1 2 3 4 5 6 7 8 e _ iiii N O N e e e I1 �� 1' 12 11 10 354= 3x8= 3x4= 3x4= 3x4= 10-8-13 11-5-5 10-0-5 10-}}13 11-3-131 1 16-5.8 I I 10-0-5 0-5 6 0-7-0 5-0-3 0-7-0 0-1-8 Plate Offsets(X.Y): 110:0-1-8,Edoel,Il l:0-1-8,Edgel LOADING(psf) SPACING 1-7-3 CSI DEFL in (roc) I/deft Lid 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/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=718/0-1-12 (min.0-1-8),9=718/0-4-4 (min.0-1-8) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. "cONIO �y, TOP CHORD 2-3-247610,3-4=2476/0,4-5=-2549/0,5-6=2549/0,6.7=-2549/0 Qr7 Q�WASg BOT CHORD 12-13=0/1527,11-12=0/2827.10-11=0/2549,9-10=0/1522 WEBS 610=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 ,w' yi .* 4, ,-`c C•O NOTES t4 1 , 1)Unbalanced floor live loads have been considered for this design. 4 I 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)13. 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSIITPI 1. � ti` r 4:74)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. C14482,'.w4'GIS'.5 LLOAD CASE(S) Standard ' SSI0NAL OG �,Eo PROFFs �`g'S 0G IN 1(0. 87022PE 9r / .. 0 OREGO . -tiyN�CM \ .Rel BE . - A. He EXPIRES:06/30/2015 April 22,2014 I1 f Minn® -Vedtydesign parameters and READ M TES CU THIS AND DAMMED MUER REFERENCE PAGE MII.7473 ret.2/29/2014 BWGREILSE I 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 ty of building designer-riot 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 iTek' erector.Additional permanent bracing of the overall structure is the responsibility of the budding designer.For general guidance regarding fabrication,quality control.storage,delivery,erection and bracing,consult ANSI/IP11 Quality Criteda,D5B-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 Pine fsP)lumber is specified,the design values are those effective 0001/2073 byALSC Job Truss Truss Type Qty Ply 58 PL/4-90UP F13 Floor 6 1 R41832534 Job Reference(notional) 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:j7axn40sHnThyaUAczwOszX1 UY-nPeUx4IxyC8gPHKPaDN03Vzcx55RX5zvYcNmHWzOQTP I 230 I 1 1.4-11 I I t-2-0 I I 1-2-5 I 2-6-0 I Scale:3/8"=1' 1.553 II 3x6= 1.5x3 II 3x4= 1.5x3 II 354= 1.5x3 II 1.5x3 II 4x5 = 1.5x3 II 1 2 3 4 5 6 7 8 9 10 Wei N 9 e 1OO �^ 15 14 13 12 V 354= 3x8 = 3x5= 3x4= 4x4= 354= 14-3-11 13-1-11 10- I 18-3-0 13-1-11 0.7-0-0 0.7-0 3-11-5 Plate Offsets(X,Y): (12:0-1-8,Edge),113:0-1-8,Edge) LOADING(psf) SPACING 1-7-3 CSI DEFL in (lac) 1/deft L/d 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 Incr YES WB 0.61 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 (lb/size) 16=797/0-4-4 (min.0-1-8),11=797/0-2-12 (min.0-1-8) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. T 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 BOT CHORD 15-16=0/1564,14-15=0/3297,13-14=0/3200,12-13=0/2556,11-12=0/1731 NayWEBS 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, c., v., 76-13-853/0 C ./ 1, i- k rd NOTES N 1)Unbalanced floor live loads have been considered for this design. tr. •/ • 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)11. 6?�' 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. rd11 ' 49639 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 O �� _a0 be attached to walls at their outer ends or restrained by other means. 1P, CIS LOAD CASE(S) Standard s`S14NALG �`5' -�NGP�F9 s�o 2 87022PE -9r N y �-0j,OREGOk,ii , (3 �0 8ER 1,� P - S A. HEvs EXPIRES:06/30/2015 April 22,2014 t _ r t4A!N1M-Vedfrdesignparametvrs and READ NOTESOHTNISAND 17X l)`EDMITEKREFEREhDDPAGE MIL 7473res.1/25/20t8BMIMIE Design valid for use only with Mgek connectors.This design is based only upon parameters shown,and is for an individual building component. I, 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 responsibility of the . erector.Additional permanent bracing of the overall structure is the responsibilityof the building designer.For general guidance regarding MiTek" fobrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPII Quality Cr feria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from inns Plate Institute,781 N.Lee Street.Suite 312,Alexandria.VA 22314. Citrus He' if SouthernPine ISP)lumber is specified,the design values arethase etfacttce 06/03/2013 byALSC 41hfs,CA,95610 Job Truss Truss Type Qty Ply 5B R41832535 P114-90UP F14 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 15:39:33 2014 Page 1 ID:j7axn4OsHnThIyaUAczw0s2X1 UY-FbBs8QmTjVHh1 RubBxudcjWsmVXEGcZ3nG7JpzzOQTO I 2-0-0 I I 1-10-1 I I 1-2-0 11 2-5-3 I Scale=1:21.0 1.5x3 II 3x4= 1.5x3 II 3x4= 1.5x3 II 1.5x3 II 1 2 3 4 5 6 3x4= 7 e e e e 0 IiiiiiiiiiiiiiiiiitN O N Xe tr e a �Gaa 1.�( 11 10 e 9 U [3x4= 3x5= 3x4= 1.5x3 II 3x4= 8-2-9 18.9.9 1 9-4-9 1 12-0-12 I I 8-2-8 0-7-0 0-7-0 2-8-3 Plate Offsets(X,Y): 16:0-1-8.Edgel.110:0-1-8,Edoel LOADING(psf) SPACING 1-7-3 CSI DEFL in (Ioc) Udell Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0A2 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 lncr 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. lONIO Zj„ TOP CHORD 2-3=-1397/0,3-4=1397/0,4-5=-1183/0,5-6=1183/0 ) WAS iC BOT CHORD 11-12=0/887,10-11=0/1518,9-10=0/1183,8-9=0/1183 Q QAC. fly WEBS 2-12=994/0,2-11=0/571,4-10=-443/3,6-8=-1277/0 G ./c) y Gv,?6 NOTES r? ` 1,, N 1)Unbalanced floor live loads have been considered for this design. I 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)12,8. 4 n 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI1. 47`-,r 4)Recommend 2x6 slrongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to !cl 1.I .' , ,4963 1e be attached to walls at their outer ends or restrained by other means. OA. 'GIS LOAD CASE(S) Standard -ssI�NAL 1.10, RV-) PROP • �� NGWE9Si� ... 8. S 2PE i r' y `"-off, oREGo . cptti --PrOBER P EXPIRES:06/30/2015 April 22,2014 1 r ®WARNWJ-Vnrf4design parameters and REAP NSTESONTHIS AND MOOED MINK REFERE?SPAGEHIE7473ret1/29/2O148EOREl/SE 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 support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the - MITE:K" 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 Qualify Criteria.056-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safety Inlormaton available from Truss Plate Institute.781 N.Lee Street.Suite 312 Alexandria.VA 22314. Citrus Heights,CA,95610 If Southern Pine(SPI lumber is specified,the design values arc-those effective 05/01/2013 by MSC Job Truss Truss Type Qty Ply 5B R41832536 PL14-90UP FG1 FLOOR GIRDER 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 MiTek Industries,Inc.Mon Apr 21 15:39:34 2014 Page 1 I D:j7axn40sHnThyaUAczw0szX1 UY-kolEMlnBUpPYebTohePs8w26nvz07vC?wstLPzOQTN I 1-4-12 I 1-4-0 1 1.5x3 II 2 3x4= 3 1.5x3 II Scale=1:8.7 J L J / 5 4 3x4= 3x4=- I I 2-11-12 I 2-11-12 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d 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/TP12007 (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 puffins, 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(Ib)or less except when shown. WEBS 2-4=309/0,2-5=-304/0 TONIOp� NOTES Oc3 OT;.W l,6-,..ily 4 1)Refer to girder(s)for truss to truss connections. "YY 2)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. G T. C1 ,� 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 �``" �'7, to be attached to walls at their outer ends or restrained by other means. N 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. 4, The design/selection of such connection device(s)is the responsibility of others. rd ::,1.7r,5)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). \ 8639 q,`� LOAD CASE(S) Standard �OyP4Nr. 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 ss+ICS Uniform Loads(plf) ONAL� Vert:4-5=-10,1-3=-100 Concentrated Loads(Ib) Vert:2=-188(F) �,�E13 PROpk-,s �c�g :7G INFFR. ��022PE 2�`" c`\ -7 �4., OREGO tipAci 'AonF,y�BER 11 P' ::s q HERS EXPIRES:06/30/2015 April 22,2014 4 ...... 4 A W4MTMS-Vedfydesign parameters and READ A:IES ON7NISANC 1V,.0 DE0 HIM REFEsEM E PAGE NII 7473 me 1;19/1618BLfA4EUSE Design valid for use only with MTek connectors.This design is based only upon parameters shown,and is for an individual building component. I, 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 responsibility of theM•Te k' erector.Additional permanent bracing of the overall structure is the responsbliy of the building designer.For general guidance regarding fabrication.quality control,storage,delivery.erection and bracing.consult ANSI/TPI1 Quality Criteria,0SB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Soley Information available from Truss Plate Institute.781 N.Lee Street,Suite 312.Alexandria,VA 22314. Citrus Heights,CA,95610 If Southern Pine(SP)lumber is specified,the design values are these effective 06101/2013 byAI SC g Job Truss Truss Type Qty Ply SB 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:j7axn4OsHnThIyaUAczwOs2X1 UY-FbBs8QmZjVHh1 Rub8xudcjWuGVbCGeL3nG7JpzzOQTO 1 1-6-0 I 1-5-10 1 1 1-2-0 I I 1.4-14 I 2-6-0 I Scale:3/4"=1' 1.5x3 II 1.5x3 II 1.5x3 II 1.5x3 II 1 23x4= 11 3 4 53x4= 6 e e er N e e e e 3x4= 1 9 8 3x4= 3 3x4= x4= I 3-2-10 1 3-9-10 14-4-10 1 8-6-8 I 3-2-10 0-7-0 0-7-0 4-1-14 Plate Offsets(X.Y): f8:0-1-8,EdgeL 19:0-1-8,Edoel LOADING(psf) SPACING 1-7-3 CSI DEFL in (Ioc) 1/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. TONIO Jj, TOP CHORD 2-11=-926/0,3-11=-926/0,3-4=-926/0,4-5=-926/0 Q� O�wAS1�� BOT CHORD 9-10=0/669,8-9=0/926,7-8=0/771 .. WEBS 2-10=-804/0,2-9=0/327,5-7=-833/0,5-8=0/303 1st, 0+� d 4` O� S NOTES N 1)Unbalanced floor live loads have been considered for this design. i 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)10,7. 4 t, 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. i �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 ,p 4JG3�I�p Qr� be attached to walls at their outer ends or restrained by other means. O �� ,,�4 ' 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. �' GIS iEi" �>y The design/selection of such connection device(s)is the responsibility of others. •%NAL 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 QED �ROFF.. 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform s-pit) Ce �G GIN -k•--k•- • j�?/ Vert:7-10=8,1-6=-80 \ Concentrated Loads(Ib) '9 Vert:11=169(B) 870 2PE r" �yN-off GREG N (y� Ili O dor, EB A,' v..\-\• � A. Heb ' EXPIRES:06/30/2015 April 22,2014 I ®WARMIM3-Verffydesign parameters and READ NOTES CN IMISANC MIMED MIEN REFERENCE PAGE MU-7 473 rec.1.129/2Q14 BEs0REEDS Design valid for use only with Mitek connectors.This design h based only upon parameters shown.and is for an individual building component. �, Applicability of design parameters and proper incorporation of component B 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 responsibihiy of the MiTek' erector.Additional permanent bracing of the overall structure is the responsibility of the baking designer.For general guidance regarding fabrication.quality control,storage.delivery,erection and bracing.consult ANSI/TPII Quality Criteria,DSB-89 and BCS!Building Component 7777 Greenback Lane,Suite 109 Safely 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 specified,the design values are theca effective 06/01/2013 byAt5C Symbols Numbering System a General Safety PLATE LOCATION AND ORIENTATION Notes 1 3j4' Center plate on joint unless x,y offsets are indicated. I I 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) Failure to Follow Could Cause Property MEIDamage or Personal Injury Dimensions are in ft-in-sixteenths. 61446. Apply plates to both sides of truss and fully embed teeth. i 2 3 1. Additional stability bracing for truss system,e.g. TOP CHORDS diagonal orX-bracing,is always required. See BCSI. 0'1/16" C1-2 C2-32. Truss bracing must be designed by an engineer.For wide truss spacing,individual lateral braces themselves 0 may require bracing,or alternative Tor I _ 2bracing should be considered. O IIIMIAor _ ce U MI 3. Never exceed the design loading shown and never n p stack materials on inadequately braced trusses. O o. For 4 x 2 orientation,locate C7-13 C6-7 C5-6O 4. Provide copies of this truss design to the building plates 0-'na'from outside BOTTOM CHORDS all other interested supervisor,rtiproperty owner and edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE 6. Place plates on each face of truss at each required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are d bregula ed ed by ANSI/TPI 1. wane Knots and at joint connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from Plate location details available in MiTek 20/20 CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. software or upon request. NUMBERS/LETTERS. 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 4 x 4 width measured perpendicular ESR-1311,ESR-1352,ESR 1988 10.Camber is a non-structural consideration and is the to slots.Second dimension is responsibility of truss fabricator.General practice is to 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 LATERAL BRACING LOCATION Indicated are minimum plating requirements. 12.Lumber used shall be of the species and size,and Southern Pine lumber designations are as follows: i� SYP represents values as published In all respects,equal to or better than that Indicated by symbol shown and/or by AWC in the 2005/2012 NDS specified. by text in the bracing section of the SP represents ALSC 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 ft.spacing, BEARING or less,if no ceiling is installed,unless otherwise noted. 15.Connections not shown are the responsibility of others. Indicates location where bearings (supports) occur. Icons vary but 16.Do not cut or alter truss member or plate without prior =0 reaction section indicates joint ©2012 MiTek®All Rights Reserved approval of an engineer. number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. MN1111111 49 18.Use of green or treated lumber may pose unacceptable MI environmental,health or performance risks.Consult with Industry Standards: project engineer before use. ANSI/TPI]: National Design Specification for Metal 19.Review all portions of this design(front,back,words and pictures)before use.Reviewing pictures alone Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. is not sufficient. Mire ke BCSI: Building Component Safety Information, Guide to Good Practice for Handling, 20.Design assumes manufacture in accordance with Installing&Bracing of Metal Plate ANSI/TPI 1 Quality Criteria. Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev.01/29/2013