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Plans mime i c--- C( 5t) Cr i :c "P, r FEBMI- 18 2016 MiTek. CITY OF 1 ',_:;',;-4,D t`..` I D! `> og'f14 iS,f N MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights,CA,95610 Telephone 916/676-1900 Re: PL14-92_UP Fax 916/676-1909 5D 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:R41832552 thru R41832567 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. 01,0 PR Ork-s ti 870 2PE , 9r 7u' ;v '0,>, OREGONry� 4, ds A. Het— 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. r ims mil Mit MiTek6) MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights,CA,95610 Telephone 916/676-1900 Re: PL14-92_UP Fax916/676-1909 5D 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:R41832552 thru R41832567 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. 01ONIpitt ,p' 3% OV WAS �V.1, G' *.i. ikk tr j 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 ANSUTPI 1. Job Truss Truss Type Qty Ply 5D PL14-92_UP F01 Floor 6 1 841832552 Pacific Lumber&Truss Co., Lake Oswego,Oregon Job Reference(optional) 7.510 s Jan 13 2014 MiTek Industries,Inc.Mon Apr 21 15:40:14 2014 Page 1 ID:j7axr14OsHnThIyaUAczwOszX1UY-ZUAMIRGH36RsRkXU127EmMisJ1UWN695C9Z 15zOQSI 2-6-0 1 2-2-9 1 1 1-2-0 I I 2-4-11 I Scale=1:28.6 1.5x3 II 3x5= 1.5x3 II 3x4 = 1.5x3 I I 1.5x3 I I 3x5= 1.553 II 1 2 3 4 5 6 7 B oN / \ o N e e 13 12 11 10 k... 354= 3x8= 3x4= 3x4 = 3x4= 10-8-1 11-4-9 I 9-11-9 151r18 111-3-1 1 1 16-4-12 9-11-9 0.- 0.7-0 5-0-3 I 0-7-0 0-1-8 Plate Offsets(X,Y): 1.10:0-1-8,Edge(,f11:0-1-8,Edgel LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.49 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(lb)or less except when shown. tONto 44, TOP CHORD 2-3=-2463/0,3-4=-2463/0,4-5=-2532/0,5-6=-2532/0,6-7=-2532J0 BOT CHORD 12-13=0/1520,11-12=0/2805,10-11=0/2532,9-10=0/1515 c$ W , 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 1/4., . ,' .. 0 NOTES ,z" G ‹) 1)Unbalanced floor live loads have been considered for this design. i N 2)Refer to girder(s)for truss to truss connections. 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 167 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 +Zi1104, 49639 be attached to walls at their outer ends or restrained byother means. ��rsT� ' LOAD CASE(S) Standard ssdf�1 _C �<<, P R oFFss _� GINE . fl `k' 870 2PE p ``-c>, OAEGO r 14/ "P0448ER #\ A. HES EXPIRES:06/30/2015 April 22,2014 4 a4 WARN/MS Verify desip pa;a,nmwrs and READ r5"TES ON TI-1S AM mi EL!.NITEY RE€EffENa PAGE Mil 7 473 rev.,.1125 2g<€g fEL �� 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 1 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 Mitek' fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/1911 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 P,SS#)lumber is kplesifitst,thsAdzaiga tratuek afa.these alfectAve 06/0112013 tryALSC Citrus Heights,CA,95610 r Job Truss Truss Type Qty Ply 5D R41032553 PL14-92_UP F03 Floor 3 1 Job Reference(optional) Parc Lumber&Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 MiTek Industries,Inc.Mon Apr 21 15:40:15 2014 Page 1 ID:j7axn4OsHnThlyaUAczwOszX1 UY-1 gkkynGvgPZj3u6gbleTJZFOdRg06Y7ERplYHXzOQSk I 2-6-0 I I 2-5-1 II 1-2-0 I I 2-4-11 I 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 8 e e c cl cl e e e e 1 12 11 10 3x4= 3x8= 3x4= 3x5= 3x4= 10-10-9 11-7-1 I 10-2-1 1013(9 It 7 5 9 I I 16-7-4 I 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-S,Edge)111:0-1-8.Eduel 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.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. y'Vot io Ns 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=0/15384 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 CJ 'C G, NOTES r 1)Unbalanced floor live loads have been considered for this design. ^ t 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. 15 4p.,49639 LOAD CASE(S) Standard S ANAL4Z2 -4 0 ti •cO PR©p 87022PE c- / y SAT OREGO 24 2 �3 EB A' ,C\ A. N%R00 � EXPIRES:0613012015 April 22,2014 ®FSARNZ%1)-Verily design pram f rs aisd READ fdTTES ON THIS AND MIMED MZ ZE't WERENU PAGE Ma 7 473 mc 1,125j291d LOUSE mil.m.. 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 responsibilliify of the MiTek. erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding MXF 1 R fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/IPI1 Quality Crileda,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 ff&rs,,staerae Pia.fsP).tnnataee is s{secifiied,tr,eaesigr,values are:tit ase alfactive 06/01/201.3ts1f ALSC Job Truss Truss Type Qty Ply 50 PL14-92_UP F04 Floor 1 1 841832554 Pacific Lumber 8 Truss Co., Lake Oswego,Oregon Job Reference(optional) 7.510 s Jan 13 2014 MiTek Industries,Inc. Mon Apr 21 15:40:16 2014 Page 1 ID:j7axn4OsHnThIyaUAczwOszXlUY-Vt16A7HXbjhah2hs9T9imoBrrAWr QOfT25pzzOQSj 1 1-0-0 1 1-1-11 II 1-2-0 II 1-0-9 I 2-6-0 1 Scale=1:32.5 4x4= 3x4= 3x4= 3x4= 3x4= 3x4= 4x4= 4x5= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 \ clJ o o o e e 26 25 24 23 22 21 20 19 18 3x4= 4x5= 3x5 = 3x5= 3x5 = 3x5= 4x6= 4x4= 3x4= 15-3-11 I 14-1-11 1t-78--10110-7.0 I 19-1-4 to-1-11 3-9-9 Plate Offsets(X,V): (14:0-1-8,Edgel.(19:0-1-8,Edgel LOADING(psf) SPACING 1-7-3 CSI DEFL in floc) 1/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.55 Vert(LL) -0.30 22 >767 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.67 Vert(TL) -0.46 22-23 >493 360 BCLL 0.0 Rep Stress Ina YES WB 0.58 Horz(TL) 0.06 18 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:94 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) 27=835/0-4-4 (min.0-1-8),18=835/Mechanical FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. ,OHIO TOP CHORD 2-3=-1513/0,3-4=-1513/0,4-5=-2638/0,5-6=-2638/0,6-7=-3383/0,7-8=-3383/0, 8-9=-3752/D,9-10=-3752/0,10-11=-3733/0,11-12=-3733/0,12-13=-3416/0, dcj Q WAS ' 13-14=-3416/0,14-15=-2622/0,15-16=-2622/0 74, BOT CHORD 26-27=0/806,25-26=0/2121,24-25=0/3056,23-24=0/3613,22-23=0/3786,21-22=0/3584, {.t '' 'it �, 20-21=0/2622,19-20=0/2622,18-19=0/1831 l „ O WEBS 14 20=-328/0,15-19=-541/0,2-27=-1129/0,2-26=0/990,4-26=-851/0,4-25=0/724, c0 , 6-25=-585/0,6-24=0/459,16-18=-1977/0,16-19=0/1135,8-24=-321/0,12-21=-264/0, 1t„ 13-21=-328/0,14-21=0/1085 lir NOTES 'to *A 9' 49639 p 1)Unbalanced floor live loads have been considered for this design. °� Cr'j } $ 2)All plates are 1.5x3 MT20 unless otherwise indicated. s 0 3)Refer to girder(s)for truss to truss connections. 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. ,�tOat D P ROF4- LOAD CASES) Standard NC? ENGINE dip 870 2PE .7 .-6)., OREGO, ti 0, 'S�0 $Eft A' A. Hee; EXPIRES:06/30/2015 a April 22,2014 I KAMM-Verify des gs para yemrs and Ran/Ca-SON 7ffr&A /MUM Ni7E/C REFEREffa 846E mu 7 473 reic.1/23,/2015 BL,,lifME �.. 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 'F 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 building designer.For general guidance regarding MITek` fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. 7777 Greenback Lane,Suite 109 Citrus Heights.CA,95610 kJSautlsern Pine SSP)lumber as 5T}ectee4t.the Sesta*.values are:those edl`ectiee gg/g3/2451,.3 by ALSO Job Truss Truss Type Qty Ply 5D R41832555 PL14-92_UP F05 Floor 9 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 MiTek Industries,Inc.Mon Apr 21 15:4018 2014 Page 1 ID:j7exn4OsHnThIyaUAczwOszX1 UY-RFP1boJn7KxIwMrFGuBAxCtWjegZJglg7mXCuszOOSh 1-3-° ' 1 1-1-1 II 1-2-0 II 2-4-15 I 2-6-0 I 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 I ` _a - - - 26 25 24 23 22 21 20 19 18 1 3x4 = 4x6= 3x5= 3x6 FP= 3x5= 3x5 = 4x6= 3x6 = 3x5= 3x5 WB= 15-7-9 I 'I-0-9 20-9-8 I 14-5-9 14-5-9 Y-7-0 5-7-0 I 5-1-15 Plate Offsets(XX): 112:0-1-8,Eddel.118:0-1-8,Edoel LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) 1/deft 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 Incr YES WB 0.84 Horz(TL) 0.08 17 n/a n/a BCDL 5.0 Code IBC2012ITP12007 (Matrix) Weight:98 lb FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 DF 2400E 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 (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. y`VONIO 44, 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, t�a, 8-9=-4495/0,9-10=-4495/0,10-11=-4230/0,11-12=-4230/0,12-13=-3519/0, �} 0/ , f 1314=-3519/0,1415=-3519/0 C lE} �s +", 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, k-, Q. r 19-20=0/3519,18 19=0/3519,17-18=0/1990 C3 WEBS 12-19=-357/0,1318=-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, r 12-20=0/1057 .a NOTES �'h' ),' 1639 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 1.5x3 MT20 unless otherwise indicated. `�IQldATl 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 P R OF� be attached to walls at their outer ends or restrained by other means. *< GtNE,� ' -9 LOAD CASE(S) Standard 87022PE cv y j, OREG N q Q,t/ QS A. HER EXPIRES:06/30/2015 April 22,2014 m p r ®WARNM6-beritydesfg0eaamsrvaai4 f/SIESOfd1R7SAND f:OMED1t17E!€FEFEREN PAGE 74IT7473ms1125/2/714 BEMUSE �" Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and s 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 1 R fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI!Quality Criteria,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 Southern Pine ISP)aurtabee is specified,the design velums are:-Mote gifooth a 016/03 f2013 try A SC Job Truss Truss TypeQty Ply 50 PL1492_UP F06 Floor 1 1 R41832556 Pacific Lumber 8 Truss Co., Lake Oswego,Oregon Job Reference(optional) 7.510 s Jan 13 2014 MiTek Industries,Inc.Mon Apr 21 15:40:18 2014 Page 1 ID:j7axn4OsHnThIyaUAczwOszX1 UY-RFPtboJn7KxIwMrFGuBAxCtdCe_yJ 15g7mXCuszOQSh 1-4-0 I 2-6-0 1 1.5x3 II 2 3x4= 3 1.5x3 II Scale=1:8.7 II III 0 mom N Mt, it 5 " 4 3x4= Q 3x4= 0.1 8 4-1-0 3-11-8 I LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) I/defl Lid 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/rP12007 (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 oro-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(lb)or less except when shown. NOTES SONI i t,,_ 1)Refer to girder(s)for truss to truss connections. �o'rel -44h1, W.s 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)5. 14, 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 4* 14" ''' zi 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 ar, �, be attached to walls at their outer ends or restrained by other means. N LOAD CASE(S) Standard j � ,•tti0 49639 tr., 'O IONAL �c�,> ll� PROFF,s,, ,,_\,-. tc GINS 9 i0 4. 87022PE '"" / `r) 7 �j, DREG( t•P 1.111 90 $*418ER A\ EXPIRES:06/30/2015 I April 22,2014 AF Ai€tZrs Verifr design;aanxsznaAdRL.Dr#s`Tc`scliDEEA INCLIZEDI<T€KREFEREM PAiGEMIT7473 me1,'zs12 uftErz.REUSE mil...• Design valid for use only with MTek connectors.This design is based only upon parameters shown,and k for an individual building component. Applicability of design parameters and proper incorporation of component a 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 erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding It iTek` fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component Safely Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. 7777 Greenback Lane,Suite 109 Carus Heights,CA,95610 €€Southern pirse tSP)tvmbsr is s saslfied,the deaige rues ace those effective 06/GS fSO%s layALSG Job Truss Truss Type Qty Ply 50 lx41832557 PL14-92_UP F07 Floor 6 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 MiTek Industries,Inc.Mon Apr 21 15:40:19 2014 Page 1 IDj7axn4OsHnh1 yaUA¢wOszX1UY-vSzFo8JPue39YWPRgbjPTPQd82AJ2KEgMQGIQIzOQSg 10.7-121 10-7-7 1 2-6-0 I 1 1-2-0 194-91 Scale=1:28.3 4x4= 3x4 II 3x8= 1.5x3 II 3x4= 1.5x3 II 3x4= 1.5x3 Il 1.5x3 II 13 2 3 4 5 6 7 8 9 10 1. e ° o Or" 15 14 13 12 i. 17 • 3x4 II 3x6= 3x8= 3x6= 1.5x3 I I 4x4= 3x4= 1-0-4 16-5-4 I 1 0.10.10-120.12 1 1 15-5-0 0-1-8 Plate Offsets(X,Y): 17:0-1-8,Edael,F12:0-1-8,Edoel.117:Edoe,0-1-81 LOADING(psf) SPACING 1-7-3 CSI DEFL in (lac) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.86 Vert(LL) -0.20 13-14 >903 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.73 Vert(TL) -0.31 13-14 >599 360 BCLL 0.0 Rep Stress Incr NO WB 0.70 Horz(TL) 0.04 11 n/a n/a Weight:78 lb 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, Except: 6-0-0 oc bracing:15-16. REACTIONS (lb/size) 16=1078/0-5-8 (min.0-1-8),11=655/0-2-12 (min.0-1-8) Max Gray 16=1078(LC 1),11=670(LC 4) 01ONIO FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. <U, TOP CHORD 1-2=0/281,2-3=0/281,3-4=-1662/0,4-5=-1662/0,5-6=-2516/0,6-7=-2516/0, c° Qv j-. r-y 7-8=-1811/0,8-9=-1811/0 -Tom. �� .,�+ BOT CHORD 15-16=-147/422,14-15=0/2316,13-14=0/1811,12-13=0/1811,11-12=0/1466 r„ • R' WEBS 8-12=-759/0,1-16=-431/0,7-14=0/820,6-14=-284/0,5-14=0/253,5-15=744/0, y 3-15=0/1377,3-16=-849/0,9-11=-1582/0,9-12=0/1027 fr NOTESrd 49639 � 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. 0t-�75TE 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. .4 G 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 'S1"NAL 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. 4�Q P R OFFS The design/selection of such connection device(s)is the responsibility of others. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). acs, atNE�. 04, LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 L70E Uniform Loads(plf) Vert:11-17=-8,1-10=-80 Concentrated Loads(lb) CP > Vert:1=-304(F) ��,. (S' !� r-../+/'� 7 '0i, OHEGO evdQ �O "78EB #�' f�`9 A NE',�P EXPIRES:0613012015 April 22,2014 i _ 1 ®5dAt Nft -Ve;ty design,ammeters run SEAS t1U TES Ot/MIS MD t5 4DED NMI(REFEREN Ei PAGE MI 7473 rel.//25/201$ REUSE" Design valid for use only with Mick 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 Mek it - erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding R fabrication.quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Galeria,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 Pfin t45P1 lumber iss5£fad,the design aatuzs art..thase effrwtiwe 06/452,12013 lsy AL Job Truss Truss Type Qty Ply 5D PL14-92_UP FOB Floor 7 1 R41832558 Pacific Lumber 8 Truss Co., Lake Oswego,Oregon Job Reference(optional) 7.510 s Jan 13 2014 MiTek Industries,Inc. Mon Apr 21 15:40:20 2014 Page 1 ID:j7axn40sHnThlyaUAczwOszX1UY-NeXd?UK2fyC0Af dOlEeOdyyfSfJnuNza40JykzOQSf I 2-6-0 10-5-10 I I 1-2-0 1-4-14 Scale:3/4"=1' 1.5x3 II 1.5x3 II 1.5x3 I I 1.5x3 II 1 23x4= 3 4 53x4= 6 cl -, e--. \e— . --: N 1tlX g e 8 03x4 = t 3x4= 3x4= 3x4= I 3-1-2 31-10 3-9-10 I. 4-4-10 416-22 8-6-8 3-1-2 0-1-8 0-7-0 0-7-0 0-1-8 40-6I Plate Offsets(X,Y): 18:0-1-8,Edge1.f9:0-1-8,Edgel LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) 1/deft 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 BCDL 5.0 Code IBC2012/rP12007 (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. TOP CHORD 2-3=-732/0,3-4=-732/0,4-5=-732/0y^�ONIL? 2,- BOT CHORD 9-10=0/682,8-9=0/732,7-8=0/665 WEBS 2-10=-736/0,2-9=-37/269,5-7=-718/0 Q � A%j�� NOTESgC —0 ,A;�' 1)Unbalanced floor live loads have been considered for this design. _ O -4)t.4 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. • 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 toik 4}y be attached to walls at their outer ends or restrained by other means. *j5 (13} ;.1 s LOAD CASE(S) Standard SIONAI. . c,p PRoF��t tS GINs/`c �Nks 0 <t' 87022PE �{ (.0 04 y ^0j, OREGsN (P Wl 'P OBER N 4`) EXPIRES:06/30/2015 4 April 22,2014 iS:�kld$?/"a-Yetitydcszgn maw yrs arta READ Mi£S Olr'TIES Aflit MIMED kfT£K,rs££F.Ts£P1Ls PAGE:§FT..'473 re;.lrc'S/Z)E4HF?4EUSE 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 1 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 building designer.For general guidance regarding MiTek" fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component Safety Informaiton available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. 7777 Greenback Lane,Suite 109 Citrus Heights,CA,95610 if Southern:Pine)5P)7aarrbif it spacitttd.,tha design values are those a.24eetsve O6/01 f.Ya333 byA SG Job Truss Truss Type Qty Ply 5D R41832559 PL14-92_UP F09 Floor 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.510 5 Jan 13 2014 MiTek Industries,Inc.MonnY Apr 21 15:0221 2014 Page ZOQSe ID:j7axn4OsHnThIyaUAczwOszX1UY-rq5?DgLgQFKtnpZgxO q I 2-6-0 I o-ss I I 1-2-0 I 1 1-7-2 I Scale:1"=1' 11.5x3 II 2 3x4 = 31.5x3 II 4 3x4= 51.5x3 I I :Id •\6 i:,_ 0 O — \ /per{ 1.5x3 II 6 �e 8 7 9 354= 3x4= 3x4= I 3-0-14 1-00 I -0I 6-2-8 d- Q7 0--0 1-10-2 Plate Offsets(X,Y): 14:0-1-8,Edgel.18:0-1-8,Edael LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) 1/deft Lid 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 Incr 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. 'TOMO `Y TOP CHORD 2-3=362/0,3-4=-362/0 Q ��4,1 � BOT CHORD 8-9=0/423,7-8=0/362,6-7=0/362 WEBS 2-9=-456/0,46=424/0 {.t 0C? el NOTESi 1)Unbalanced floor live loads have been considered for this design. 1 2)Refer to girder(s)for truss to truss connections. 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. 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 0 ,4.• GiSTS be attached to walls at their outer ends or restrained by other means. $"1OXTAL LOAD CASE(S) Standard ,.,?'.'o PR©FF., �c2 k tiN�' #N Fd i0 't' 87022PE r' CEGO 5. O-17 ,1,1 B 4 u A. HE.� �, EXPIRES:06/30/2015 April 22,2014 t A WA.rc617/3.brdtyduup 7atooweo>yj(70 M.7 SON 75(11 mama 0?€fa617€KREF€P.161EPAGEMI1.7413mc1/2S/ wog:F(1S€ 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-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 Wel(' erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.Fa general guidance regarding 7777 Lane,Suite 109 fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/1PIl Quality Criteria,DSB-89 and SCSI((Wieling Component 7777 Greenbackea, LCAne,Su ifSassinherarmfine Ourra ri speti£ed, davugnsragcuts are those-effective 312, 021013 by MSC 22314. Job Truss Truss Type Qty Ply 5D PL14-92_UP F10 FLOOR 5 1 841832560 Job Reference(optional) Pacific Lumber 8 Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 Muck Industries,Inc. Mon Apr 21 15:40:22 2014 Page 1 ID:j7axn4OsHnThIyaUAczwOszX1 UY-K1 fOQAMIAZSkPz8OVjG6522FQFHaFeKG20VP1 dzOQSd I 1-10-12 I I 1-9-11 I I 2-6-0 I I 1-2-0 ii 1-0-5 { Scale=1:29.4 1.5x3 II 4x10= 1.5x3 II 3x4= 1.5x3 II 3x4= 1.5x3 II 3x4= 1.5x3 II 1 2 3 4 5 6 7 8 9 -.....000000000,-,draiimiwipp--- - o zfr. o N O 9 O O O = O 16 5 14 13 12 11 10 4x5= 3x4 II 3x10= 3x6= 1.5x3 II 3x4= 3x4= I 2-1-12 I 16-10-12 2-1-12 14-9-0 Plate Offsets(X,Y): (6:0-1-8,Edge),r11:0-1-8,Edge),F16:Ed9e,0-1-81 LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) I/defl Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.35 Vert(LL) -0.12 12-13 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.44 Vert(TL) -0.18 12-13 >978 360 BCLL 0.0 Rep Stress Incr YES WB 0.87 Horz(TL) 0.01 10 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:78 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) 15=1642/0-5-8 (min.0-1-8),16=-701/Mechanical,10=533/Mechanical Max Uplift 16=-764(LC 4) Max Gray 15=1642(LC 1),10=534(LC 4) 010N10 1.4, FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WAS/1/ kit TOP CHORD 2-3=0/259,3-4=0/259,4-5=-1534/0,5-6=-1534/0,6-7=-1423/0,7-8=-1423/0 BOT CHORD 15-16=-1530/0,14-15=-1534/0,13-14=0/885,12-13=0/1423,11-12=0/1423, ' , *A '{' �' 10-11=0/1085 't Ot5 . G WEBS 7-11=-257/0,2-15=-1613/0,2-16=0/1711,5-13=-252/0,4-13=0/701,4-14=-1231/0, N 2-14=0/1449,8-10=-1171/0,8-11=0/549 7 NOTES 1f; 1)Unbalanced floor live loads have been considered for this design. ce 2)Refer to girder(s)for truss to truss connections. i'ckIS'I'S ' 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 764 lb uplift at joint 16. Sj�A � 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. ty � P R OF�S LOAD CASE(S) Standard n '<(''') 1 GIN , 9s� 870 2PE to cv 17 ,<>„ OREGO 41/ CI S BER '1\ � .4. HES EXPIRES:06/30/2015 April 22,2014 it e KAMM led!?design paranae rs and READ lad 1ES ON 2Nis"AND INCLUDED MIME REFERENa PAGE MU 7473 m r.1/1512010 KEMEUSE i 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 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/TP11 Quality Crferia,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. if Southern Pine$S)lumber is specitied,the6naige.vetoes are those offoctive 0610312(51..3 tryf MSC Citrus Heights CA,95610 Job Truss Truss Type Qty Ply 5D R41832561 PL14-92_UP F11 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 15:4023 2014 Page 1 ID:j7axn4OsHnThIyaUAczwOszX1 UY-oDDmeWNwxtab17jC3RnLeFaSbfgs_F2QG2EzZ3zOQSc I 2-6-0 10-5-10 I I 1-2-0 I I 1-6-14 I Scale=1:16.4 1.5x3 II 3x4= 1.5x3 II 1.5x3 II 3x4= 1.5x3 II 1 2 3 4 5 6 6 e\ 0 0 N cLi \ e 9e e 6e 3x4= 1C�( 3x4= 3x4= 3x4= I 3-1-2 3-?-10 3-310 1 4-4-10 4t612 8-8-8 I 3-1-2 0-1- 0-7-0 0-7-0 0.1- 4-2-6 Plate Offsets(X,Y): 18:0-1-8,Edpel.(9:0-1-8,Edael LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) I/deft Ud 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 Weight:40 lb 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) 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(lb)or less except when shown. ylONio 44, TOP CHORD 2-3=-761/0,3-4=-761/0,4-5=-761/0 j, BOT CHORD 9-10=0/701,8-9=0/761,7-8=0/682 �c �v 1TJ�l,,jiyr WEBS 2-10=-757/0,2-9=-28/290,5-7=-737/0 " , , ,, NOTES 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. er 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 49639 V be attached to walls at their outer ends or restrained by other means. Q,Q, �' HISTO S ''' LOAD CASE(S) Standard ZONAL " 4v) PROpe �c\•� cNGIN FR Sf0. -57 87022PE <' y N f -$,OREGfaO�C��'11BEA #\ .S, Al. HERS EXPIRES:06/30/2015 April 22,2014 e ®MIIND -4'e tyde-i7dr paraoa_ers god REAP Pg.TEE ON MIS AM MIMED€D YWEI<REFEBENCE PAGE NII 773 re x.Val 2014WORE t/SE Design valid for use only with Mitek connectors.This design 8 based only upon parameters shown,and 8 for an individual building component. Applicability of design parameters and proper incorporation of component 8 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 B4�'T�It14" erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding tY1 1 fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/lPI1 Qualify Criteria,DSB-89 and BCS!Building Component 7777 Greenback Lane,Suite 109 ISalety t Soot-hens Pinel-SPavailableumbefrom msp ecifiad, design velum are Lee sovs effective e S f2G13 by MSC 22314. Citrus Heights,CA,95610 Job Truss Truss Type Qty Ply 50 PL14-92_UP F12 Floor R41832562 6 1 Pacific Lumber 8 Truss Co., Lake Osw Job Reference(notional) ego,Oregon 7.510 s Jan 13 2014 MiTek Industries,Inc.Mon Apr 21 15:4023 2014 Page 1 ID:j7axn4OsHnThyalJAczwoszX1UYoDDmeWNwxtab17jC3RnLeFaOwfYW AJOG2F779zOQSc I 2-6-0 I I 2-3-5 ii 1-2-0 II 2-4-11 I Scale=1:28.7 1.5x3 II 3x5= 1.5x3 II 3x4 = 1.5x3 II 1.5x3 I I 3x5= 1.5x3 II 1 2 3 4 5 6 7 8 idi li II ill .: : iiiiii.........e--quouuuiu- N N t- e O 74 .i 12 11 10CC 3x4= 358= 304= 3x4= 354= 10-8-13 11-5-5 I 10-0-5 10-0-5 100.--1138 11-30.7--0131 I 160-3 5-0-3 1 0-7-0 0-1-8 Plate Offsets(X,Y): 1.10:0-1-8,Edae),1.11:0-1-8,Edue) LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) 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/TPI2007 (Matrix) Weight 72 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=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. ONIO 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 c2 �i AS WEBS 6-10=-319/0,2-13=1648/0,2-12=0/1025,4-12=-379/0,4-11=-466/163,7-9=-1643/0,7-10=0/1116 Qi NOTES c7 k r4 1) Unbalanced floor live loads have been considered for this design. _ t"y 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 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. Strongbacics to "d be attached to walls at their outer ends or restrained by other means. jt; ¢ g �y LOAD CASE(S) Standard i0AL-e-t1 c �.4-'� p PRQFFs tc'� 04GIN�F9 s/0 8 • 2PE / 17 -0 REGO. ti 4zo SSA H'E 1 EXPIRES:06/3012015 April 22,2014 4 ® +t EC Verify design a;armters 7,Ad READ MIES ON THIS AM MCIULED HIMK REEEREMT PAGE MEE 1413Mn. mo I/25/2014 DEFORE Sr /Man Design valid for use only with MiTek connectors.This design a 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 ii I ek' fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TP11 Quality 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 Citrus Heights,CA,95610 if Southern.P^inetSPj Welber issp�etehes the daddge valuer arc tholetholeeffective 1%.Jfiaj2az.9 by MSC Job Truss Truss Type Qty Ply 5D R41832563 PL14-92_UP F13 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 15:4024 2014 Page 1 ID:j7axn40sHnThlyaUAczwOszX1UY-GPn8rsNYiAiSeHIPd81aAT7Xn3VFjbi _NSVzOQSb I 2-6-0 I 1 1-1-11 II 1-2-0 If 1-2-5 1 Scale=1:33.6 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 ea- I` + \ N e e e � � e e AI 1 15 14 13 12 3x4 = 3x8= 3x6= 3x4= 4x4= 3x4= 14-8-11 15-5-3 I 14-0-3 14-111 1p-0-3-101i1 19-3-0 I 14-0-3 0-l-$ 7- 3-9-13 0-7-0 0-1-8 Plate Offsets(X,Y): 112:0-1-8,Edge1,113:0-1-8,Eduel LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) 1/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.62 Vert(LL) -0.35 13-14 >650 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.62 Vert(TL) -0.56 13-14 >413 360 BCLL 0.0 Rep Stress Incr YES WB 0.68 Horz(TL) 0.07 11 n/a n/a Weight:85 lb FT=0%F,0%E BCDL 5.0 Code 1BC2012/TP12007 (Matrix) LUMBER BRACING TOP CHORD 2x4 DF 2400E 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) 16=841/0-4-4 (min.0-1-8),11=841/0-2-12 (min.0-1-8) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. VONIO44, TOP CHORD 2-3=-3066/0,3-4=-3066/0,4-5=-3885/0,5-6=-3885/0,6-7=-2736/0,7-8=-2736/0,8-9=-2736/0CP BOT CHORD 15-16=0/1817,14-15=0/3736,13-14=0/3406,12-13=0/2736,11-12=0/1839 Q WAS.j'jt v WEBS 7-13=0/459,8-12=585/0,2-16=-1962/0,2-15=0/1347,4-15=-723/0,6-14=0/583,6-13=-940/0,9-11=-1985/0, 01 JfJ) 9-12=0/1209 i 4c47 It 4, ,c) h Ql ri5 N NOTES 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. �, 4ig 44/ 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 1j IO�yIST be attached to walls at their outer ends or restrained by other means. CS NAL LOAD CASE(S) Standard '%.D PROFFS mac\- �NG1N€,--:#.51, 1Sf09 • 2PE / r (ft 04 y �-oi, OREGO ti jt/ �0 41r, 1\ P''' OA. Heck EXPIRES:06/30/2015 April 22,2014 4 4 �� ®Kr40N7MS.Vcr tdes/n parame ars 2 A READ A T7SO:NTHISAND MIXED MIT£KR££ER£M57 PAGE MIT.2473 rex,I/29/20€48EFOSEF. Design valid for use only with Wel)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.&acing shown �L� ,` ` is for kiteral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the !Y{�Tekerector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding t R fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 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 Heights,CA,95610 if Southern Pince ISP)tunneeir h specifiad,the design aahsxas are thcseeffecti ie 42Gf02125t13 by SC Job Truss Truss Type Qty Ply 5D R41832564 PL14-92_UP 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 15:40:25 2014 Page 1 ID:j7axn4OstnThyaUAczwOszX1 UY-kbKW3COATUgJGRtbAsppjggeTHOS7RikMj3eyzOQSa 2-0-0 I I 1-10-1 I I 1-2-0 1 1 2-5-3 Scale=1:21.0 1.5x3 II 3x4= 1.5x3 I I 3x4= 1.5x3 II 1.5x3 I I 1 2 3 4 5 6 3x4= 7 e e — 1 0 N --a-. i 11 10 e9 3x4= 3x5= 3x4= 1.5x3 II 354= I 6-2-9 1 8-9-9 1 9-4-9 1 12-0-12 1 8-2-9 0-7-0 0-7-0 2-8-3 Plate Offsets(X,Y): 16:0-1-8,Edge),(10:0-1-8,Edget LOADING(psf) SPACING 1-7-3 CSI DEFL in (lac) Udefl L/d 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 lncr YES WB 0.33 Horz(TL) 0.02 8 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (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. rO 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=0/1183vas3. WEBS 2-12=-994/0,2-11=0/571,4-10=-443/3,6-8=-1277/0 i' NOTES C��9 fl ,ki A, 3 �J 1)Unbalanced floor live loads have been considered for this design. _ '' 5 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)12,8. l 4 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 4' 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 496394, be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard 494.,'4401�}3 0 'StiR,cD PROFFs1S `z- 87022PE r- 04 y -0T GREG N �� IL 1) ''',4,,�'6ER \ \,Q f. A. HEMA EXPIRES:00/2015 April 22,2014 t ~sA .Verityles(npa,'ametersaadREAD//)SONTHISAADIM11 5€DMf7EKREFERENCE ACE MIT.7473;au 1/25/2614 E)/€ an 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 responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Qualify Crileta,DSB-89 and SCSI Building Component 7777 Greenback Lane,suite 109 Safely Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Hei 1szmumern,Pir,e(5v}tumbersospe st,he5tfi eusgnvaluesare: asaeffective09/aa/201.sbyAzkC 9hls,CA,95610 Job Truss Truss Type Qty Ply 513 R41832565 PL14-92_UP F15 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 15:40:25 2014 Page 1 ID:j7axn405HnThIyaUAczw0szX1 UY lcbKWnn3..44CO,,ATUgJGRtbAsppjgfhITGkS57ikMj3ey2OQSa I 2-6-0 I I 2-0-15 1 1 1-2-0 1 F� Scale=1:24.8 4x4= 1.5x3 II 3x4= 1.5x3 II 3x4= 1.5x3 II 1.5x3 II 1.5x3 II 1 2 3 4 5 6 7 8 e o e a e o _ _ \ N / ei o e e 13 12 11e 10 i 3x4 = 3x6= 3x4= 4x4= 3x4 = 10-6-7 11-2-15 9-9-15 91117 111-1-7 I I 14-2-12 1 1 9-9-15 0-1-8 0-7-0 2-11-13 0-7-0 0-1-8 Plate Offsets(X,Y): 710:0-1-8,Edgel,711:0-1-8,Edciel LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.69 Vert(LL) -0.18 11-12 >925 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.54 Vert(TL) -0.30 11-12 >565 360 BCLL 0.0 Rep Stress Incr YES WB 0.48 Horz(TL) 0.03 9 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:64 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=620/Mechanical,9=620/0-2-8 (min.0-1-8) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. .y"ONTO TOP CHORD 2-3=1996/0,3-4=-1996/0,4-5=-1633/0,5-6=-1633/0,6-7=-1633/0 BOT CHORD 12-13=0/1287,11-12=0/2106,10-11=0/1633,9-10=0/1335 Q o ' ::: 6-10=-744/0,2-13=-1389/0,2-12=0/765,4-11=-582/0,7-9=-1441/0,7-10=0/948 C., 4{ '(r S 4 `s, 0_,, ,..,"4 1)Unbalanced floor live loads have been considered for this design. j'"s 2)Refer to girder(s)for truss to truss connections. z 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)9. V't 4)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. ,� 4963 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 (SIS PERS be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard 40 c3o PROFFss 114 .7 87022PE / t!> Cki -v '0"x q"OREGO ov -t/ F B F) 1 �a A. H1°4,9 'E �' EXPIRES:06/30/2015 April 22,2014 8 M ®WA'Rt/MS-Vndtydes npaanteimrs44-READDI4tMESGMTHISA I:,1'MOMIMITE`REFERENC PAC 1411.7473;es1/1512014�FUSE Design valid for use only with Mifek connectors.This design is based only upon parameters shown,and is for an individual building component. Mil t' 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 n the responsibillity of the ■1ii� 1�' erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding IV[ Il fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPII Qualify Cdteria,DSB-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from russ Plate If Southern An!OM ltvmbss n spec tbe.Ined$dige 781N. are these Street, eeiettive S/3b MSC Citrus Heights,CA.95610 Job Truss Truss Type Qty Ply 5D PL14-92_UP FG1 FLOOR GIRDER 1 1 R41832566 Pacific Lumber&Truss Co., Lake Oswego,Oregon Job Reference(optional) 7.510 s Jan 13 2014 MiTek Industries,Inc.Mon Apr 21 15:40:26 2014 Page 1 ID:j7axn4OsHnThlyaUAczwOszX1UY-CouuGXPoEoy9uaSnkZL2FuC?ftj_BenszOTdAOzOOSZ 1-4-12 1-4-0 1 1.5x3 II 2 3x4= 3 1.5x3 I Scale=1:8.7 0 5 4 3x4= 3x4= I 2-11-12 2-11-12 LOADING(psf) SPACING 2-0-0 CSI DEFL in (roc) 1/deft Ud 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(ttat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/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 'TOMO 14, NOTES ,0r7 °1 WAS 1)Refer to girder(s)for truss to truss connections. g 2)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. • a 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 i - be attached to walls at their outer ends or restrained by other means. co 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). p. 4 9639 roe LOAD CASES) Standard 01S 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) `SNAL14 " Vert:4-5=-10,1-3=-100 Concentrated Loads(Ib) Vert 2=-188(F) 44, 87022PE 9c' N y IV' OREG/N 1(i A. HE NP EXPIRES:06/30/2015 April 22,2014 / kE�m74s rieggn rarlme€ers and READMIE5 ON THIS AND I.iK2ZED MFM!(RE,`£kzMT PAGE;fdf 7473 rrz.1;`25/20I4 S¢?1?Pf USE 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 �p N 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 building designer.For general guidance regarding MiTe k. fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and BCSI Bonding Component Safety Information available from Truss Plate Institute,781 N.Lee Street.Suite 312.Alexandria,VA 22314. 7777 Greenback Lane,Suite 109 Citrus Heights,CA.95610 if Southard Fina45f)lx aspecified,sfn apered'.,the design Vaaku�es are:those e'eeeriue OGF#37/2b3 3 dayAtbt Job4-92_UP Truss Truss Type QtyPlyPly so R41832567 PL1FG Floor Girder 2 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 MiTek Industries,Inc. Mon Apr 21 15:4026 2014 Page 1 ID:j7axn40sHnThyaUAczwOszX1UY-CouuGXPoEoy9uaSnkZL2FuCyuth?BcTszOTclAOzOQSZ I 1 1-6-0 1-5-10 1 1 1-2-0 1 1 1-4-14 1 2-6-0 1 Scale:3/4"=1 1.5x3 II 1.5x3 II 1.5x3 II 1.5x3 I I 23x4= 11 3 4 53x4= 6 1 '''''''''..''''''''''. '-:' --...... 0 N N ° 14 8°3x4= 9 ((( 3x4= 3x4= 3x4= I 3-2-10 1 3-9-10 1 4-4-10 I 8-6-8 I 3-2-10 0-7-0 0-7-0 4-1-14 Plate Offsets(X,Y): 18:0-1-8,Edoel.19:0-1-8,Edael LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) I/deft Ud 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 IBC2012ITP12007 (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. y"ONJO " TOP CHORD 2-11=-926/0,3-11=-926/0,3-4=-926/0,4-5=-926/0 ��WAs W BOT CHORD 9-10=0/669,8-9=0/926,7-8=0/771 EBS 2-10=-804/0,2-9=0/327,5-7=833/0,5-8=0/303 # Q i i? I It ' '0 16 6 NOTES 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. it 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. e 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. 11, 4.,49639,4, 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. ALS The design/selection of such connection device(s)is the responsibility of others. 6)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). L1) D +FloorS) Standard 9 P R Q 'i.- 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Unifprm Loadsvert 7(10=8 1-6=-80 ���p" <c, N F� (C)* Concentrated ConcentretedLoads 9(B 87022PE T- Vert:11=-169(8) 7-7OREGO sZ ,_.(4./ 1, #OnSBER Ck A. He- EXPIRES:06/30/2015 April 22,2014 Er ) ®i AP..N/MS-4eaflydesign 7araniu9nrs laRFR//I WIFE CM THIS ANG rmaiz/I0 NIT€K REFEUMi PAGE MZL•7 473 re:I;/d9/2014 BEMUSE ". Design valid for use only with MTek connectors.The 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 ■A-T�1�` erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 7777 Greenback Lane,Suite 109 fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/lFil Quality Criieda,DSB-89 and SCSI Building Component 78775 reenba,kCne, If southern RSne$SP)lumber is specified,the design valves are These t,Suatlive 06101f201.39pgA15C 4. Symbols _ __ Numbering System a General Safety Notes PLATE LOCATION AND ORIENTATION 1 34'1' Center plate on joint unless x,y 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property offsets are indicated. I I (Drawings not to scale) Damage or Personal Injury I Dimensions are in ft-in-sixteenths. I� 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. 0T n C1-2 c2-3 '/T 6 2. Truss bracing must be designed by an engineer.For 4 wide truss spacing,individual lateral braces themselves _ may require bracing,or alternative Tor I MirUIE :62 pbracing should be considered. 111...11%r �� O 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. Oc» c�� cs 6 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate designer,erection supervisor,property owner and plates 0-1/14'from outside BOTTOM CHORDS all other interested parties. 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 joint and embed fully.Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from *Plate location details available in Mack 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 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.Pe type,size,orientationplatin and g locationrequirementsdimensions indicated are minimum . LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and Southern Pine lumber designations are as follows: /� IndicatedSYP represents values as ublished allin fiedects,equal to or better than that �� 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 1011.1110 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. MIN ' 18. green y pose unacceptable environmental,health or performance risks.Consult with Industry Standards: project engineer before use. ANSI/TPII: National Design Specification for Metal Mr' 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. a BCSI: Building Component Safety Information, M 1 ek 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, ANSI/7P11 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev.01/29/2013