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Plans (4) /14 S7�LOI �- O0I47 t Sw O LCA &C ®® RECEIVED OCT 8 2015 'T �®® CITY OF TIGARD e 1� BUILDING DIVISION 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 ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. R QFFS ct"c\� �NGINEF9 �, 870 2PE OREGON ,"WN • 0 M$ER 1� EXPIRES:06/30/2015 April 22,2014 Hernandez,Marcos The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer,per ANSI/TPI 1. MiTek° MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights,CA,95610 Telephone 916/676-1900 Re: PL 14-92 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 Washington is January 2,2015. Lumber design values are in accordance with ANSUTPI 1 section 6.3 These truss designs rely on lumber values established by others. 010N1O 05 A•.() WAS,, ,� �t j Res 0 N \ 49639 OA ,GIST'EF•ti� 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. „r Job Truss Truss Type Qty Ply 5D R41832552 PL14-92_UP F01 Floor 6 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7 510 s Jan 13 2014 MTek Industries,Inc Mon Apr 21 15:40:14 2014 Page 1 _ ID:j7axn40sHnThlyaUAczwOszXlUY-ZUAMIRGH36RsRkXU127EmMisJ1UWN695C9Z 15zOQSI I 2-0-0 I-- 2-2-9 I I 1-2-0 ii 2-4-11 Scale=128.6 1.5x3 II 3x5= 1 503 II 304 = 1.503 II 1.503 II 3x5 = 1.5x3 II 1 2 3 4 5 6 7 8 N \ \ e a_ / N e ee e 13 12 11 10 304= 3x8= 3x4= 3x4 = 3x4= 10-8-1 11-4-9 I 9-11-9 100X-r01 Ina-1 1 1 16-4-12 I 9-11-9 0-i-8 0-7-0 5-0-3 0-7-0 0-1-8 Plate Offsets(X,Y): [10:0-1-8,Edgel,[11:0-1-8,Edge1 LOADING(psf) SPACING 1-7-3 CSI DEFL in (lac) 1/deft Lid 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/TPI2007 (Matrix) Weight:72 lb FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) EDT 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. -cONLO TOP CHORD 2-3=-2463/0,3-4=-2463/0,4-5=-2532/0,5-6=-2532/0,6-7=-2532/0 '4. BOT CHORD 12-13=0/1520,11-12=0/2805,10-11=0/2532,9-10=0/1515 c ' o WASs, 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 r, U 'S4' '�'� *v / „P 46 G 'd NOTES p ( °� t 1 1)Unbalanced floor live loads have been considered for this design. 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. "V"r'3r 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 ' 'a� 49639 be attached to walls at their outer ends or restrained by other means. Q fi -6'0 � 4 LOAD CASE(S) Standard "SIfl �LVG 1 �`�., n'F„ s% 870 2PE 7 -y -0), OREGO (3�O 9O AMBER 11 On A. HEY` EXPIRES:06/30/2015 April 22,2014 e AW:fL.rtie;;if?dezign;;5amaemtsar,„READ"/,2 ITS CS1H;SANL L\ilii0EDMETEKTI.EFE5EN PAGE Mil 74133ice1/28/ZCtJ&L.'8ELisEa R 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 a responsibility of building designer-not truss designer.Bracing shown ',U'.4II is for lateral support of individual web members only.Additional temporary bracing to insure stability dunng construction is the responsibillity of the A q'T�� erector.Additional permanent bracing of the overall structure is the responsibility of the building designer For general guidance regarding IVt 1 fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPIl Quality Criteria,051-89 and BCS1 Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N Lee Sheet.Suite 312.Alexandria.VA 22314 Cerus He hts,CA,95610 Smith If Sthern Pine(SP)lumber in apes ified.n e daexign values arcdsase eifwrtice 0G/W/2411 by ALSC g Job Truss Truss Type Oty Ply 50 R41832553 PL14-92_UP F03 Floor 3 1 Job Reference(option-di Pacific Lumber 8 Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 MiTek Industries,Inc. Mon Apr 21 15:4015 2014 Page 1 ID:j7axn40sHnThyaUAczwOszX1UY-lgkkynGvgPZj3u6gbleTJZFOdRg06Y7ERpIYHXzOQSk I 2-6-0 I I 2-5-1 i t 1-2-0I I 2-4-11 1 Scale=1:28.9 1.5x3 II 3x5= 1.5x3 II 3x4 = 1.5x3 II 1.5)3 II 3x6 = 1.5x3 II 1 2 3 4 5 6 7 8 o e 1 12 11 10 3x4= 3x8= 3x4= 3x5= 3x4= 10-10-9 11-7-1 I 10-2-1 10-0 113189 111-5-9 1 1 16-7-4 10-2-1 0-1-8 0-7-0 5-0-3 0-7-0 0-1-8 Plate Offsets(X,Y): (10:0-1-8,Edgel,(11:0-1-8,Edael 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. `��ONIo TOP CHORD 2-3=-2508/0,3-4=-2508/0,4-5=-2587/0,5-6=-2587/0,6-7=-2587/0 4`' BOT CHORD 12-13=0/1543,11-12=0/2877,10-11=0/2587,9-10=0/1538 'OC OV WASFjr,_ WEBS 6-1D=-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 (,t AQ, .o 'Ox NOTES ( �L C¢ 1)Unbalanced floor live loads have been considered for this design. 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 4r be attached to walls at their outer ends or restrained by other means. ' 4, 49639 O $� LOAD CASE(S) Standard ° crsT . ONAL 0 �‹., , ,, G P INEF�,Sia1.- 87022PE 9f" co y �-0j, OREGO rp O� -p <<"...- •....,/ \ S A. HEC; EXPIRES:06/3012015 April 22,2014 e + ®wARNTif.Ve tf do ign parameters seb 5 IC,TES Car THIS AND matzoMITE€REFEEEPKE PAGE MET:473 r c 1/2912014 E£/O4f!ISE ®� 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 MiTek' erector Additional permanent bracing of the overall structure is the responsibility of the building designer For general guidance regarding 1 VI fabrication,quality control,storage,delivery.erection and bracing.consult ANSI/TPII Qualify Criteria,DSB-89 and SCSI BuBding Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,7B1 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 If SAvrnern Pine ISP)lumber is specified.the design values are:.hose effective 06/03/2033 byALSC Job Truss Truss Type Qty Ply 5D R41832554 PL14-92_UP F04 Floor 1 1 Job Reference(optional) Pacific Lumber 8 Truss Co, Lake Oswego,Oregon 7.510 s Jan 13 2014 MiTek Industnes,Inc.Mon Apr 21 15:40 16 2014 Pager _ ID:j7axn40sHnThlyaUAczwOszX1 UY-Vt16A7HXbjhah2hs9T9imoBrrAWr_QOfT25pzzOQSj 1 1-0-0 1 1 1-1-11 ii 1-2-0 II 1-0-9 1 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 e cl, A ahkl\ /0"Ai 11\h h.. 4 oli a II h h\.,n ideA"Iih. ioer N do, \ / _ 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 1 _8-11j ] 19-1-4 I 14-1-11 7-0 0-7-0 3-9-9 Plate Offsets(X,Y): (14:0-1-8,Edoel,119:0-1-8,Edge] LOADING(psf) SPACING 1-7-3 CSI DEFL in (lac) 1/deft lid 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 Incr 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(lb)or less except when shown. \ 'TONTO 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=-3752/0,9-10=-3752/0,10-11=-3733/0,11-12=-3733/0,12-13=-3416/0, • " fl t{o� .l�$j� *'y, '-L, 13-14=-3416/0,14-15=-2622/0,15-16=-2622/0 C.f fi, 'VC, 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, 'r /,. Air n 20-21=0/2622,19-20=0/2622,18-19=0/1831 f ; 4 ' 'y L':1 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, 6-25=-585/0,6-24=0/459,16-18=-1977/0,16-19=0/1135,8-24=-321/0,12-21=-264/0, , 13-21=-328/0,14-21=0/1085 • `i.r_- NOTES � 4, 49639 O &� 1)Unbalanced floor live loads have been considered for this design. �'x' crS 2)All plates are 1.5x3 MT20 unless otherwise indicated. `ks,. 14° ' 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. '`�,,R,,' ,D P R oF`. LOAD CASE(S) Standard sCo ti‘AGI NEF9 /�� `r• 870 2PE 9 Cf) cki --y • �Aj, OREGO ti Q4,V 'AO F11 Ei R ' On A. HE?' EXPIRES:06/30/2015 April 22,2014 4 I a tq'tsNIY3'•Verify u4e=:t9n pa onx.re a d READ B ms ON Th/:SS ANS i=LCXb2ED?4ITEKREFEREM'a PAGE MIT 7:73 r:1/2312t1 a.Bff-Z$EUSE Name Design valid for use only with MTek connectorsThis design's based onty upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of buildng designer-not truss designer.Bracing shown it11 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 iY[ t 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 Fire15P)tum be r 1 specified,the den.8n valuesare thole effective 0#03/24723 by ALSC Job Truss Truss Type Qty Ply 50 R41832555 PL14-92_UP F05 Floor 9 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 MiTek Industries.Inc.Mon Apr 21 15 4018 2014 Page 1 ID:j7axn40sHnThyaUAczwOszX1 UY-RFPtboJn7KxtwMrFGuBAxCtWjegZJglg7mXCuszOQSh 1 13-0 1 1 1-1-1 II 1-2-0 II 2-4-15 I 2-6-0 I Seale=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 m �1 -,� \ a /- N. rN , N®r ' e / a „00.00.00000.. - _,,..444.44.444.44.44,_! 19 e- - 26 25 24 23 22 21 20 19 18 1 3x4 = 4x6= 3x5= 3x6 FP= 3x5 = 3x5 = 406= 3x6 = 3x5= 3x5 WB= 15-7-9 I 14-5-9 5-0-9 20-9-8 14-5-97-0 b-7-0 5-1-15 Plate Offsets(X,Y): 112:0-1-8,Edgel,f18:0-1-8,Edge) LOADING(psf) SPACING 1-7-3 CSI DEFL in (Ioc) I/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 IBC2012ITPI2007 (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. -.„ „ t,...,\IONTo - TOP CHORD 2-3=-2003/0,3-4=-2003/0,4-5=-3413/0,5-6=-3413/0,6-7=-4247/0,7-8=-4247/0, .,{�, 8-9=-4495/0,9-10=-4495/0,10-11=-4230/0,11-12=-4230/0,12-13=-3519/0, • of 0/WA3,xj� ry v. 13-14=-3519/0,14-15=-3519/0 C./ Q/ '• G 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, fr' ,T x n 19-20=0/3519,18-19=0/3519,17-18=0/1990 to ( k 1, ,- WEBS 12-19=-357/0,13-18=-426/0,2-26=-1375/0,2-25=0/1183,4-25=-987/0,4-24=0/813, I 6-24=-618/0,6-22=0/446,15-17=-2149/0,15-18=0/1659,10-20=-272/35,11-20=-327/0, 12-20=0/1057r Tr NOTES , 16 k,49639 4� 1)Unbalanced floor live loads have been considered for this design. • rS "` 2)All plates are 1.5x3 MT20 unless otherwise indicated. - ..c/i, ' 1� 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)26. 4)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI(TPI 1. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. \ �0) P R OFFss LOAD CASES) Standard 'Co' ,.. NEF9 � /o �• 87022PE "57r" ca cv • y SAT OREGSN rye AU -pO X41 E R ''''\ �O On A. HEi' EXPIRES:06/30/2015 April 22,2014 4, pp ®W`A.Bh'T '-L'e;ify design parameters 3rcd REA2 R?-TES ON Ma AND 7N IL4ED MTTEEREFERENCE PAGE MIT 1413 res.1125/201;8E ERISE Design valid for use only with Mirek 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 Masai( erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding �Y� [ fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPIl 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 Pine ISP)lumber is specked.the design values are those effective 05W2 f2013 by ALSC xi Job Truss Truss Type Qty Ply 50 R41832556 PL14-92_UP F06 Floor 1 1 . Job Reference(optional) Pacific Lumber 8 Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 MiTek Industnes,Inc Mon Apr 21 1540:18 2014 Page 1 ID:j7axn40sHnThlyaUAczwOszX1 UY-RFPtboJn7KxIwMrFGuBAxCtdCeyJ15g7mXCuszOQSh •• 1-4-0 I 2-6-0 I 1 1 1.5x3 II 2 3,4= 3 1.5x3 II Scale=1:8.7 II II III N E Mal MIS 5 Fri 4 3,4= 3x4= -181 4-1-0 I 1-8 3-11-8 LOADING(psf) SPACING 1-7-3 CSI DEFL in (roc) 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/TPI2007 (Matrix) Weight:19 lb FT=0%F,0%E _ LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 4-1-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. - REACTIONS (lb/size) 4=174/Mechanical,5=174/0-2-8 (min.0-1-8) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 'TOMO 4 _ NOTES • 1)Refer to girder(s)for truss to truss connections. o5 Of WAS./jj2 `V • 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)5. G C 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. Q� A. xr '0 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 _ • 1, N be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard r ,P 49639 ,,w A C/ST'E� �4,S/QNAL'�G ������NG N p„, 4., 2 87022PE �c y �Aj, OR EGO 95,Q 'AC FMB ER A\ ps A. Hey` EXPIRES:06/30/2015 April 22,2014 a a A tit Ardirtit3 Vrr 7y des gin nt paraemrs act N READ TES SN TOGS L5/D.LS ANL ED/77ERREFEREPEE PAGE/477 7473 roc 1/i5/2014L LVE USE 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 responsibillify 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/TPII Quality Criteria,DSB-89 and BCSI Banding 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 ISP)lumber is specified,the design.rues are those eftestiue oG/01/2.013 by ALSC Job Truss Truss Type Qty Ply 5D R41832557 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 Paget ID:j7axn40sHnThlyaUAczwOszX1 UY-vSzFo8JPue39YWPRgbjPTPQdB2AJ2KEgMQGIQIzOQSg 0r 7"12 10-7-7 I 2-6-0 I 1 1-2-0 19-41 Scale=1:28.3 4x4= 3x4 II 3x8= 1.5x3 II 3x4= 1.50 II 3x4= 1.5x3 I I 1.5x3 II 13 = 2 3 4 5 6 7 8 9 10 o a e Ia. -�,iii / N O . -a a o , e 17 •-� 15 14 13 12 3x4 II 3x6 = 3x8 = 34= 1.5x3 II 4x4 = 3x4= 1-0-4 1 0-10-12 1 1 16-5-4 I 0-10-12 15-5-0 0-1-8 Plate Offsets(X,Y): 17:0-1-8,EdgeL(12:0-1-8,Edgel,117:Edge,0-1-81 LOADING(psf) SPACING 1-7-3 CSI DEFL in (lac) I/defl 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 Inc( NO WB 0.70 Horz(TL) 0.04 11 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (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 OF 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) • FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TONIO TOP CHORD 1-2=0/281,2-3=0/281,3-4=1662/0,45=-1662/0,5-6=-2516/0,6-7=-2516/0, os O'VWAS144 7-8=-1811/0,8-9=-1811/0 Q BOT CHORD 15-16=-147/422,14-15=0/2316,13-14=0/1811,12-13=0/1811,11-12=0/1466 hP. /L :r 1CX 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, t .. k. 'Pt rb 3-15=0/1377,3-16=-849/0,9-11=-1582/0,9-12=0/1027 ti./ i NOTES .i4`3l 1)Unbalanced floor live loads have been considered for this design. r0��49639 � 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)11. Q� ��CIS_==ac " 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 `s'310IVAL �O 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. The design/selection of such connection device(s)is the responsibility of others. P R 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). \�4'c ' D1 N �u.ct LOAD CASE(S) Standard �� 9 U. • 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 870 ')0 Uniform Loads(ptf) f Vert:11-17=-8,1-10=-80 - Concentrated Loads(lb) Vert:1=-304(F) � tN ty • y Aj, OREGO. ti� <U -pOr1 '118 E R 11 QUO SA. H - ' EXPIRES:06/30/2015 April 22,2014 I r ®t4'Am i-tteritydesign;name mn and READ U 1ES ON 07/IS AND i'/ tFED MITER SEFESENCS PAGE MU 7473 re c 1125/2t14 RMS. 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 it 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 -Tek erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage.delivery.erection and bracing,consult ANSI/TPII QualIy Crtteda,086-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Informagon available from Truss Plate Institute.781 N.Lee Street.Suite 312.Alexandria.VA 22314. Citrus Heights,CA,95610 tf Southern Pine(SP)lumber is specified,the design values are those effective OS/a1/2013 bylaSC d .,Job Truss Truss Type Qty Ply 5D R41832558 PL14-92_UP FOB Floor 7 1 Job Reference(ootional) Pacific Lumber 8 Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 Meek Industries,Inc.Mon Apr 21 15:40.20 2014 Page 1 ID:j7axn40sHnThIyaUAczwOszX1UY-NeXd?UK2fyCOAf d01EeOdyyfSfJnuNza40JykzOQSf • 2-6-0 I0-5-10 1 F 1-2-0 1 I 1-4-14 I Scale:3/4"=1' 1.503 11 1.5x3 II 1.503 11 1.5x3 II 1 2304= 3 4 5304 = 6 ,..\-__ e ..,-. o O 1 9 a 8 e 3x4 -= �-7 [[�77���(((\\\ 3x4= L�(� 3x4 = 3x4= I 3-1-2 3?-10 3-9-10 1 4-4-10 4161 8-6-8 3-1-2 0-1 0-7-0 0-7-0 0-1 4-0-6 Plate Offsets(X,Y): (8:0-1-8,Edgel.19:0-1-8,Edael LOADING(psf) SPACING 1-7-3 CSI DEFL in (lac) 1/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.18 Vert(LL) -0.03 7-8 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.17 Vert(TL) -0.06 7-8 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.19 Horz(TL) 0.01 7 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:39 lb FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 10=370/0-2-12 (min.0-1-8),7=370/0-2-8 (min.0-1-8) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. • o'TONIO k� TOP CHORD 2-3=-732/0,3-4=-732/0,4-5=-732/0 t4, BOT CHORD 9-10=0/682,8-9=0/732,7-8=0/665 0C7CivWASp. VI," WEBS 2-10=-736/0,2-9=-37/269,5-7=-718/0 - G NOTES ( k.4-, 2 N ., 1)Unbalanced floor live loads have been considered for this design. 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)10,7. 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. =, 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 " � 49639 L�t� be attached to walls at their outer ends or restrained by other means. Qfi '4, -' LOAD CASE(S) Standard ��'�ONALG �ti�tio PGIN ROFFss 87022PE {" • • yN N N m-o), OREG•N rye <U -p0,-,�c',�B E R 1\ \O S A. HES'' EXPIRES:06/30/2015 April 22,2014 h / ®t4A461743-Vc-//yde„^yn,:aameaars;Ad REA.DJs0rrSON1341SAMr aizED?di11K5FF'.5EN.E.AGEM77.7473rr•s 1125/2V44DE REL+SE Design valid for use only with Mitch 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 a responsibility of building designer-not truss designer.Bracing shown p p iTek- a for lateral support of individual web members only.Additional temporary bracing to insure stability during construction a the responsibillity of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding M fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/tPI1 Querrly Crtierta,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Sheet,Suite 312,Alexandria,VA 22314 Citrus Heights,CA,95610 If Southern Pine(5p)lumber is specified,the design values are these effective 05/019.013 by ALSC ( Job Truss Truss Type Qty Ply 5D R41832559 PL14-92_UP F09 Floor 1 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 MTek Industries,Inc.Mon Apr 21 15:4021 2014 Page 1 ID:j7axn40sHnThIyaUAczwOszX1 UY-rq5?DgLgQFKtnpZgxOltYgWRs0HWNn7pklsUBzOQSe I 2-6-0 I 0-5E I I 1-2-0 I I 1-7-2 Scale:1"=1' 11.5x3 II 2 3x4 = 31.5x3 II 4 3x4= 51.553 II N ' \ , . e e 1.5x3 II {� g 8 7 6 3x4= 3x4= 3x4 = I 3-0-14 ?2-fj 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,Edge),f8:0-1-8,Edgel LOADING(psi) SPACING 1-7-3 CSI DEFL in (loc) 1/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.17 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/TPI2007 (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. ,, oNro . " TOP CHORD 2-3=-36210.3 4=-362/0 BOT CHORD 8-9=0/423,7-8=0/362,6-7=0/362o' Qo WAS, WEBS 2-9=-456/0,4-6=-424/0 ,44, f . 4' NOTES v. . 4a ,: " 0•2, N1)Unbalanced floor live loads have been considered for this design. 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. 14:7 4)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/I-PI 1. A11 4639 . 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 .' �Cy'/S_. r .0v - be attached to walls at their outer ends or restrained by other means. Ofi� AkS4 0NAL. ' LOAD CASE(S) Standard ����NG N�F9 s/L2 't 87022PE 9f tiy "Cj, OREGO 43 Q< 9AOOMBER �\ S A. HER\-\,P EXPIRES:06/30/2015 April 22,2014 t ®trarsNTMI.Verity deriyn yarvmewrs sad 0EA'1 N2 TES CN MIS AND TtM'I#TED MTTEYTEFEREMI PAGE MIT.7473 ins.11251101$BEMUSE Design valid for use only with Wel,connectors.Thu design is based only upon parameters shown,and a for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown _ is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the �Tek- erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/1111 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. Carus Heights,CA,95610 if Southern Pine(SP)lumber is specified,the design values are those elk ctive 06/02/2015 by AiSC .t' .Job Truss Truss Type Qty Ply 5D PL14-92_UP F10 FLOOR 5 1 R41832560 Job Reference(optional) Pacific Lumber&Truss Co, Lake Oswego,Oregon 7.510 S Jan 13 2014 MiTek Industnes,Inc Mon Apr 21 15:4022 2014 Page 1 ID:j7axn40sHnThlyaUAczwOszX1UY-K1fOQAMIAZSkPz80VjG6522FQFHaFeKG2OVP1dzOQSd 1-10-12 I I 1-9-11 11 2-6-0 I 1 1-2-0 11 1-0-5 1 Scale=1:29.4 1 5x3 I I 4x10= 1.5x3 II 3x4= 1.5x3 II 3x4= 1.5x3 II 3x4= 1.5x3 I I 1 2 3 4 5 6 7 8 9 - ifs ►—� _ tea ' \ 1.... \ 0 0 16 'A. 14 13 12 11 10 4x5= 3x4 II 3x10= 3x6= 1.5x3 I I 3x4= 3x4= I 2-1-12 I 16-10-12 I 2-1-12 14-9-0 Plate Offsets(X,Y): 16:0-1-8,Edge1,111:0-1-8,Edge1,116:Edge,0-1-81 LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) 1/deft 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 lncr YES WB 0.87 Horz(TL) 0.01 10 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:78 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 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) 'tONIO t,` •- FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. 5 wA$ 'Z� 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 Gd t(,�k _ Xl BOT CHORD 15-16=-1530/0,14-15=-1534/0,13-14=0/885,12-13=0/1423,11-12=0/1423, ,'C, ,1 }r .0 It,�3. 10-11=0/1085 t7 i, ' �.i= Ox t ` 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 J 2-14=0/1449,8-10=-1171/0,8-11=0/549 `•: fr 0-T,r ` , NOTES A�O 49639� , 1)Unbalanced floor live loads have been considered for this design. 1� 2)Refer to girder(s)for truss to truss connections. ��{ �I$T ER G - 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 764 lb uplift at joint 16. S10.ATAL '1 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. ���c 0 P R OFE-,,S' LOAD CASE(S) Standard �,\� �NC,INE -c9 /02 870 2PE 9 • • 7 4=>, OREGO O4/ $'',/BER 11 .OS A. HEC)' EXPIRES:06/30/2015 April 22,2014 e 9 ®KAMM fi'er'y,des 7n pa:ametcrs 3:::1 READ AG ELS G4 THIS AND L'sCL CED MITEK PEFERENLz PAGE MIT 7 473 rex 1/28/20IS BL-BFUSE 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 Mil is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the MiTek. erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding ,VI F fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Ctuarrty Crileria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safely Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314 Citrus Heights,CA,95610 If Southern pine(SP)lumber is specked,the ctesign values are those effective 05/03/2015 isyALSC 1 Job Truss Truss Type City Ply 50 R41032561 PL14-92_UP F11 Floor 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 MTek Industries,Inc.Mon Apr 21 15:40:23 2014 Page 1 ID:j7axn4OsHnThyaUAczwOszX1 UY-oDDmeWNwxtabl7jC3RnLeFaSbfgs_F2QG2EzZ3zOQSc I 2-6-0 1 0-5-10 1 1 1-2-0 I I 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 • 0 N ° e° e 1C 9 8 3x4= 3x4= 3x4= 3x4 = I 3-1-2 3-1'-10 3-9-10 1 4-4-10 416-2 8-8-8 I 3-1-2 0-1- 0-7-0 0-7-0 0-11-b 4-2-6 Plate Offsets(X,Y): f8:0-1-8,Edgel.f9:0-1-8,Edgel LOADING(psf) SPACING 1-7-3 CSI DEFL in (lac) 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 BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:40 lb FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 10=377/0-2-12 (min.0-1-8),7=377/0-4-8 (min.0-1-8) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 3NIO J�� TOP CHORD 2-3=761/0,34=761/0,4-5=-761/0 Q S�O BOT CHORD 9-10=0/701,8-9=0/761,7-8=0/682 Oc O-.WASk 14, WEBS 2-10=-757/0,2-9=-28/290,5-7=-737/0 G A. CJ NOTES jc /_" 'Z tt • 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. 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. /Cr , 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 ';"` 49639 4 be attached to walls at their outer ends or restrained by other means. (:),,4;„`��Gj$'�R ' .e LOAD CASE(S) Standard `,`910NAi e, - R �� Ep Pok- �N 3I N E� "7' ,- 9 $7022PE ,- m tiy � � -o� OREG a'AC ' 1 '� Lo BER S A. HO; EXPIRES:06/30/2015 April 22,2014 4 I ®tSafMRM3-Verity design;aramefona-.TREAD/ TES ONMr"AND I.XZIFEDKf7EKREFERENCE PAGE.Ma7473fez I%29/2fs88EC.4flSE 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 iTek' erector.Additional permanent bracing of the overall structure is the responsibiiity of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TP11 Quality Crfede,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute.781 N.Lee Street,Suite 312,Alexandria.VA 22314. Citrus Heights,CA,95610 If Southern Pine ISP)lumber is specified,the design values are those effective 06/01f2013 byALSC vi - Job Truss Truss Type Qty Ply 51) R41032562 PL14-92_UP F12 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 15:40:23 2014 Page 1 ID:j7axn40sHnThIyaUAczwOszX1UY-oDDmeWNwxtab171C3RnLeFaOwfYW AJQG2EzZ3z0QSc 2-6-0 I I 2-3-5 I I 1-2-0 I I 2-4-11 Scale=1:28.7 1.5x3 II 3x5= 1.5x3 II 3x4 = 1.5x3 II 1.5x3 II 3x5= 1.5x3 II 1 2 3 4 56 7 8 I / - fi � � is - .' e e 1�. 12 11 10 3x4= 3x8= 3x4= 3x4= 3x4= 10-8-13 11-5-5 I 10b5 10-x113 )1-3-1311 16-5-8 1 10-0-5 a1-s 0-7-0 5-0-3 0-7-0 0-1-8 Plate Offsets(X,Y): 110:0-1-8,Edgel,111:0-1-8,Edgel LOADING(psf) SPACING 1-7-3 CSI DEFL in (lac) 1/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.49 Vert(LL) -0.25 11-12 >770 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.65 Vert(TL) -0.41 11-12 >478 360 BCLL 0.0 Rep Stress Incr YES WB 0.57 Horz(TL) 0.05 9 n/a n/a BCDL 5.0 Code IBC2012/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 (Ib/size) 13=718/0-1-12 (min.0-1-8),9=718/0-4-4 (min.0-1-8) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TONIO 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 oC7 o�WASg v►• 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 G A, C Q r'r e Vr NOTES I1.-.. 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)13. A.J, +1. 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. /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 49639 - ' be attached to walls at their outer ends or restrained by other means. %, � ��GISTER ,(r, LOAD CASE(S) Standard "sS'ONALti� G 2 8 • 2PE /ter y ^3j, OREGO tip "- �cMBER -V\ �4 . ka A. HEQ`�Q' EXPIRES:06/30/2015 April 22,2014 1 ®44AANI7j-Verity design va,amemrs and READ)N3 TTS ON THIS AND MUM S)NITEK NEFDTEME PAGE MIT.7473 res 1/25/25UU 8801if USE Design valid for use only with Mitek connectors.This design is based only upon parameters shown.and is for on individual building component. - Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown MN is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the M-Tek- erector.Additional permanent bracing of the overall structure is the responsiblity of the building designer.For general guidance regarding fabrication,quality control.storage,delivery.erection and bracing.consult ANSI/TPI1 Quality Criteria,DSB-89 and SCSI Bonding Component 7777 Greenback Lane,Suite 109 Safety information available from Truss Plate Institute,781 N.Lee Street.Suite 312,Alexandria,VA 22314. Cnrus Heights,CA.95610 If Southern Pine$SP)lumber is specified,the design values are those effective 06/03/201.3 by AMSC Job Truss Truss Type Qty Ply 5D R41032563 PL14-92_UP F13 Floor 6 1 Job Reference(optional) Panric Lumber 8 Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 MiTek Industries,Inc.Mon Apr 21 15:40:24 2014 Page 1 ID:j7axn40sHnThIyaUAczwOszX1 UY-GPn8rsNYiAiSeHIPd8IaAT7Xn3vFjbjN_WSVzOQSb I 2-6-0 I 1 1-1-11 i t 1-2-0 11 1-2-5 1 • Scale=1:33.6 1.503 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 N e e e a 1 15 14 13 12 (Tx�T 3x4 = 3x8= 3x6= 3x4= 4x4 = 3x4 = 14-0-11 15-5-3 I 14-0-3 14- I11 13-111 1 19-3-0 I 14-0-3 0-I- 0-7-0 3-9-13 0-7-0 0-1-8 Plate Offsets(X,Y): 112:0-1-8,Edgel,[13:0-1-8,Eddel LOADING(psf) SPACING 1-7-3 CSI DEFL in (lac) I/defl lid 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 BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:85 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) 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(lb)or less except when shown. • yTONIO 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=-2736/0 QJ BOT CHORD 15-16=0/1817,14-15=0/3736,13-14=0/3406,12-13=0/2736,11-12=0/1839 Oc O- WASIjh_ 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, C.) 4{, "YC 9-12=0/1209 Q "r S NOTESN 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. .f Zi r ` 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSUTPI 1. d49639 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 016 .4) 496 9, 41 ki •be attached to walls at their outer ends or restrained by other means. .� LOAD CASE(S) Standard ��-`� o PR°Fee, ��\� tiNGiNEF9. <22, 8 117 2PE / r `nit` ./ >N Iv y '.3j, OREGO . ryeO Cb— A. HE��P EXPIRES:06/30/2015 April 22,2014 1 4 ®t4ARNIMI-Vetlydesryayaramewrs:r,dREAD NaITSONPUS AND"mama Mi1EKREFERENCEPAGEMII7-173;;9 s1/25/Z0;6BEa.BEt1 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 1111 - is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillily 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 Quality Criteria,05B-89 and BCSI Banding 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 dodge values are these eta skive 06/0112.013 by At SC -Job Truss Truss Type Qty Ply 50 R41832564 PL14-92_UP F14 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 15:40:25 2014 Page 1 ID:j7axn40sHnThlyaUAczwOszX1 UY-kbKW3COATUgJGRtbAsppjgfeTHOS7RikMj3eyzOQSa I 2-0-0 1 1-10-1 1 1 1-2-0 I I 2-5-3 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 0 . 141111141111111%.44440444 1. 11y 10 e 9 8 3x4= 3x5= 3x4= 1 5x3 11 3x4= • I 8-2-9 18-9-9 19-4-9 1 12-0-12 1 8-2-9 0-7-0 0-7-0 2-8-3 Plate Offsets(X,Y): (6:0-1-8,Edgel,110:0-1-8,Edgel LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) I/deft Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.42 Vert(LL) -0.14 10-11 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.49 Vert(TL) -0.21 10-11 >670 360 BCLL 0.0 Rep Stress Incr YES WB 0.33 Horz(TL) 0.02 8 n/a n/a BCDL 5.0 Code IBC2012ITPI2007 (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. .„),IONTo TOP CHORD 2-3=-1397/0,3-4=-1397/0,4-5=-1183/0,5-6=-1183/0 , BOT CHORD 11-12=0/887,10-11=0/1518,9-10=0/1183,8-9=0/1183 , oc7 O WASkf WEBS 2-12=-994/0,2-11=0/571,4-10=443/3,6-8=-1277/0 C.i fi((, T� lt+ ,, NOTES ” f"• - 0.r O 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)12,8. 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. j. 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 vicS•049639 4, , be attached to walls at their outer ends or restrained by other means. 0•�•0h7 4963_9;5124, LOAD CASE(S) Standard 'PSIQNALE�G • tin PROFEss ,�\� �N�'iNEF9 /e2 87022PE 9r ycl\-0), OREG N 0_(3.-O4rV 9OFMBER11 \-\''OSA HO; \'-‘P EXPIRES:06/30/2015 April 22,2014 ®WARNTM'-Ste !ydel)gn pa:zme tErs 3Ai READ ht:,;ES CM ME AM MIMED MITEK REFEREDta PAGE MIT 7473:ec11287261EWM.USE Design valid for use only with Mick connectors.This design is based only upon parameters shown,and n for an individual building component. - Applicabifty of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown 6s g p for lateral support of individual web members only.Additional temporary bracing to insure stability dunng constructionrthe responsibillity of the iTek* erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding �y{ fabrication.quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Bullring Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Sheet,Suite 312,Alexandna,VA 22314 Citrus Heights,CA,95610 If Southern Pine ISPI lumber is specified,the design natures are those effective 06/01120013 by ALSC (. Job Truss Truss Type Qty Ply 5D _ R41832565 PL14-92_UP F15 Floor 5 1 Job Reference(optional) Poetic Lumber 8 Truss Co., Lake Oswego,Oregon 7510 s Jan 13 2014 MiTek Industries,Inc.Mon Apr 21 15:40:25 2014 Page 1 ID:j7axn40sHnThIyaUAczwOszX1 UYacbKW3COOATUgJGRtbAsppjgfhlTGkS57ikMj3eyzOQSa I 2-6-0 I I 2-0-15 1 1 1-2-0 I 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 / a '11 N 13 12 11e 10 2, 3x4 = 3x6= 3x4 = 4x4= 304 = 10-6-7 11-2-15 I 9-9-15 9-)1r7 111-1-7 1 j 14-2-12 I 9-9-15 o-1-8 o-7-0 2-11-13 0-7-0 0-1-8 Plate Offsets(X,Y): (10:0-1-8,Edge),(11:0-1-8,Edgel LOADING(psf) SPACING 1-7-3 CSI DEFL in (lac) I/deft Ud 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 lncr YES WB 0.48 Horz(TL) 0.03 9 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:64 lb FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 DF No.18Btr(ftat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 13=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. rO�ii0 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 �� O�WAS�jl WEBS 6-10=-744/0,2-13=-1389/0,2-12=0/765,4-11=-582/0,7-9=-1441/0,7-10=0/948 IJ �<{ .,‘^ C� FT :` x O 1)NUnbalanced floor live loads have been considered for this design. til TESi'. C3 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. t`•r 4)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. a 4k" 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' 49639 w be attached to walls at their outer ends or restrained by other means. ,. 'fi� GisTER LOAD CASE(S) Standard SSJONAL V, �,ED PROFFs „�3 �cNGlNEF9.szo2-9 87022PE r-- // cv N� Ny Aj, OREGO, ti9 -p0 AMBER N .. O`s A. HO'N EXPIRES:06/30/2015 April 22,2014 1 I A KAkM:Y'-Ve, p design pacnme Mrs and READ AC TFS'C N MS ANC IN4XL:;ED PI IEK FIEFEIENa PAGE MIT 7473 c n.4J29/2054 WORE 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/TPII Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Surte 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Carus Heights,CA,95610 If Southern Pine{SPJ lumbar is specified,the dodge values arc Chase effective 06/01/2013 by ALSO .✓ -Job Truss Truss Type Qty Ply 5D R41832566 PL14-92_UP FG1 FLOOR GIRDER 1 1 _ Job Reference(optional) Pacncc Lumber 8 Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 MTek Industnes,Inc.Mon Apr 21 15.4026 2014 Page 1 _ ID:j7axn40sHnThIyaUAczwOszX1 UY-GouuGXPoEoy9uaSnkZL2FuC?ftLBenszOTdAOzOQSZ 1-4-12 I 1-4-0 I 1 1.5x3 II 2 3x4 = 3 1.5x3 II Scale=1:8.7 0 fr 11l 5 4 3x4= 3x4 = I 2-11-12 I 2-11-12 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/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 IBC20121TP12007 (Matrix) Weight:15 lb FT=0%F,0%E _ LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 2-11-12 oc purlins, BOT CHORD 2x4 DF No.1&Btr(flat) except end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (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 l-TONIO 14, ' NOTES 0 04 WASHf� 1)Refer to girder(s)for truss to truss connections. U sS� ,_ G� v 2)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. -r 6j !: f !t, O 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. SVongbacks to rp !: b�, 7 N be attached to walls at their outer ends or restrained by other means. 4)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)188 lb down at 1-5-2 on top chord. - The design/selection of such connection device(s)is the responsibility of others. , pr,( -' 5)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). •A.�J \49639 ty� . LOAD CASE(S) Standard Cfi �GIST'EN& 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 ssjONAL��� Uniform Loads(plf) Vert:4-5=-10,1-3=-100 , Concentrated Loads(Ib) Vert:2=-188(F) �\�<(•\\ F�pR �s/o - 87022PE r-- y �'OJ, OREGON ri, oIliN -A • \\ S A. HE'; EXPIRES:06/30/2015 April 22,2014 l > ®WAFs NIH;-Ver:.'p deatgn ya anserers gad READ 1,1:-TES SN TILE ANC maran ED WIEK REFERENCE PAGE NIT 1413:E s 1/25/2014 RUM 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 MI is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the iw%Tek' erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery.erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane.Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Sheet,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 If Southern pine ISP)lumber is specified.the design values are Mase effective 06/011201.3 by ALSC Job Truss Truss Type Qty Ply 5D R41832567 PL14-92_UP FG Floor Girder 2 1 Job Reference(optional) Pacific Lumber&Truss Co.. Lake Oswego,Oregon 7.510 s Jan 13 2014 M7ek Indusines,Inc Mon Apr 21 15:4026 2014 Pagel ID:j7axn40sHnThlyaUAczwOszX1 UY-CouuGXPoEoy9uaSnkZL2FuCyuth?BcTszOTdAOzOQSZ 1 1-6-0 I 1-5-10 I I 1-2-0 1 1 1-4-14 1 2-6-0 I Scale:3/4"=1' 1.5x3 II 1.5x3 11 1.5x3 11 1.5x3 II 1 23x4 = 11 3 4 53x4 = 6 0 0 n <44 e( 9 8e3x4= 1 ����((\\ 3x4.=- 3x4 3x4 = 3x4= I 3-2-10 1 3-9-10 1 4-4-10 1 8-6-8 I 3-2-10 0-7-0 0-7-0 4-1-14 Plate Offsets(X,Y): (8:0-1-8,Edgel,(9:0-1-8,Edgel LOADING(psf) SPACING 1-7-3 CSI DEFL in (Ioc) I/deft Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.26 Vert(LL) -0.03 9-10 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.21 Vert(TL) -0.04 9-10 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.22 Horz(TL) 0.01 7 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (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. 010N10 ONTO TOP CHORD 2-11=-926/0,3-11=-926/0,3-4=-926/0,4-5=-926/0 ,p, BOT CHORD 9-10=0/669,8-9=0/926,7-8=0/771 05 OV WAS/1 �: WEBS 2-10=-804/0,2-9=0/327,5-7=-833/0,5-8=0/303 G ��. C?,e, Q O NOTES 'r- x to 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. t 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 .0 :::,,Ir 9639 , - be attached to walls at their outer ends or restrained by other means. 0 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. �,�� ST$R U ' The design/selection of such connection device(s)is the responsibility of others. - s1'ONAL 't1 - 6)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). • LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 �ke'v) P RQp Uniform Loads(plf) Vert:7-10=-8,1-6=-80 �Co NGINEF /� Concentrated Loads(Ib) w� 9 2 Vert:11=-169(B) 87022PE f N y �gTOREGO q �� 9C. AMBER 11 �O On A. HE EXPIRES:06/30/2015 April 22,2014 9 1 ®I5n N7;43 Ve,^.7fdesignpaw.mrsand READ N3TES CM7H.SANSMIMED MFT£Kk£FEREPK1PAGE MIT 7473tec1129/X1$REE'4fUS£ ®®®®" Design valid for use only with Mitch connectors.This design is based only upon parameters shown,and is for an individual building component. 1 Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown M is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction n the responsibillity of the 'Tel(erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication.quality control,storage.derrvery,erection and bracing,consult ANSI/IPII Quality Cr feria,059-89 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 Heights,CA,95610 If S=outhern Pine(Sp)lumber is specified,the design values are those effective 05/01(2013 byAiSC Symbols Numbering System a General Safety Notes PLATE LOCATION AND ORIENTATION 1 s " Center plate on joint unless x,y offsets are indicated. I I 6-4-8 dimensions (Drawings shownnot into ft-in-siscale)xtDamage oreenths Failure to FollowPersonal CouldInjCauseuryProperty /4 M= Dimensions are in ft-in-sixteenths. irAk Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system,e.g. and fully embed teeth. diagonal or x-bracing,is always required. See BCSI. TOP CHORDS T 2. Truss bracing must be designed by an engineer.For 0"/16r 4 wide truss spacing,individual lateral braces themselves p may require bracing,or alternative Tor I bracing should be considered. rr 111,...,„,, O 3. Never exceed the design loading shown and never a 16111104A121 ,2, stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate cr-s cs r c5-6 ,O designer,erection supervisor,property owner and plates 0 'iia' from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each - This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. Plate location details available In MITek 20/20 NUMBERS/LETTERS. software or upon request. 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for PLATE SIZE ICC ES Reports: use with fire retardant,preservative treated,or green lumber. The first dimension is the plate 10.Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-1311,ESR 1352,ESR 1988 responsibility of truss fabricator.General practice is to to slots.Second dimension is ER 3907,ESR-2362,ESR 1397,ESR-3282 camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and Southern Pine lumber designations are as follows: in all respects,equal to or better than that , Indicated by symbol shown and/or SYP represents values as published specified. by AWC in the 2005/2012 NDS 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, or less,if no ceiling is installed,unless otherwise noted. BEARING 15.Connections not shown are the responsibility of others. *IIIIndicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports)occur. Icons vary but ©2012 MiTek®Ail Rights Reserved approval of an engineer. 'MOM MI reaction section indicates joint IM.II 111 1111 number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. ®NM0 18.Use of green or treated lumber may pose unacceptable 1.7-,11 environmental,health or performance risks.Consult with project engineer before use. Industry Standards: Mill ANSI/TPI l: National Design Specification for Metal 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone DSB-89: Design Standard for Bracing. is not sufficient. BCSI: Building Component Safety Information, 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, MiTekANSI/TPI I Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev.01/29/2013 ,