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Plans (34) l 3 07 Sw f?ir/& 4 am Elmo RCIri\r-.7.7"t WI APR 2 6 201E MiTek° (....,11 ? - - ,r; i , , 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. (,% .0 P OFFss &iNEi F� q 870 2PE 2r cn w 17 �'O>,OREGON cy� to ''0o 11,16ER A\ Q' S A. Hex"' 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. mit MiTek° MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights,CA,95610 Telephone 916/676-1900 Re: PL14-92 UP Fax 9161676-1909 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. onto 0% owns rd 44, 49639w LISTER 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 8 Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 MiTek Industries,Inc.Mon Apr 21 15:40:14 2014 Page 1 ID:j7axn40sHnThlyaUAczwOszX1UY-ZUAMIRGH36RsRkXU127EmMisJIUWN695C9Z 15zOQSI I 2-6-0 I I 2-2-9 11 1-2-0 1 1 2-4-11 1 Scale=1:28.6 1.5x3 II 3x5= 1.5x3 II 3x4= 1.5x3 II 1.5x3 II 3x5= 1.5x3 II 1 2 3 4 5 6 7 8 _ _ e e l ols V \ / N 13 12 11 10 3x4= 3x8= 3x4= 3x4= 3x4= 104-1 11-4-9 I 9-11-9 100/1411 111-3.1 1 1 16-4-12 1 9-11-9 0-i$ 0-7-0 5-0-3 0-7-0 0-1-8 Plate Offsets(X,Y): 110:0-1-8,Edpel.111:0-1-8,Edtte) LOADING(psf) SPACING 1-7-3 CSI DEFL in (lac) 1/deo L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.49 Vert(LL) -0.25 11-12 >783 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.64 Vert(TL) -0.40 11-12 >487 360 BCLL 0.0 Rep Stress!nor 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 DOT 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 (lb)-Max.CompJMax.Ten.-All forces 250(lb)or less except when shown. 010NIO.1. TOP CHORD 2-3=-2463/0,3-4=-2463/0,4-5=-2532/0,5-6=-2532/0,6-7=-2532/0 BOT CHORD 12-13=0/1520,11-12=0/2805,10-11=0/2532,9-10=0/1515 o5 O1.WAS1j WEBS 6-10=-316/0,2-13=-1640/0,2-12=0/1018,4-12=-370/0,4-11=-460/161,7-9=-1636/0,7-10=0/1105 ( W NOTES �;- , t?1 1)Unbalanced floor live loads have been considered for this design. N 2)Refer to girder(s)for truss to truss connections. \Io • 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TP:1. /4`:j.' 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 Ifs O �49639bi � X44 be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard ��4),yi ..,3CS ��� ED PR Open" 870 2PE 9. y NCv.Aj OREGO ti5 4N -A0 `c'I'M/3ER \'� �4 OSA HE# EXPIRES:06/30/2015 April 22,2014 ®wA.TMRA3-Verily design panmeers and READ 10TES CU THIS AND MIMED DXREFEEREhCE 11655 HIT 7473 rec.1/29/2014 BEe.)Jf511SE Design valid for use only with Wel:connectors.This design is based only upon parameters shown and is for an individual building component. �, Applicability of design parameters and proper incorporation of component b responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure srabiity during construction is the responsibility of the erector.Additional permanent bracing of the overall structure is the responsibliy of the building designer.For general guidance regarding MITele fabrication.quality control,storage.delivery,erection and bracing.consult ANSI/TPl1 Quality Criteria,058-89 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)1umbOr is specified.the design values arethase effective OG/01/2013 byALSC Job Truss Truss Type Qty Ply 50 R41832553 PL14-92 UP F03 Floor 3 1 Job Reference(notional) Pacific Lumber P.Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 MiTek Industries,Inc.Mon Apr 21 15:40:15 2014 Page 1 IlV axn40sH nThyaUAczw05zX1 UY-1 gkkynGvgPZ3u6gbleTJZFOdRg06Y7ERpIYHXzOQSk 1 2-6-0 1 1 2-5-1 11 1-2-0 I I 2-4-11 I Scale=1:28.9 1.5x3 11 3x5= 1.5x3 II 3x4= 1.5x3 II 1.5x3 11 3x6= 1.5x3 11 1 2 3 4 5 6 7 8 o o N e e e 1 A' 12 11 10 3x4= 3x8= 3x4= 3x5= 3x4= 10.10-9 11-7-1 10-2-1 1DY0o�a I '0-77-.00 15-0-3 10-z-1 0-7-0 0-1-8 Plate Offsets(X.Y): f10:0-1-8,Edael.f11:0-1-8,Edgel LOADING(psf) SPACING 1-7-3 CSI DEFL in (Ion) Udefl 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 Weight:73 lb FT=0%F,0%EBCDL 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 on 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. TOMO Zj„ TOP CHORD 2-3=-2508/0,3-4=2508/0,4-5=-2587/0,5-6=2587/0,6-7=-2587/0 w -`C BOT CHORD 12-13=0/1543,11-12=0/2877,10-11=0/2587,9-10=0/1538 O O . . WEBS 6-10=-324/0,2-13=-1666/0,2-12=0/1041,4-12=-399/0,4-11=-480/168,7-9=-1660/0,7-10=0/1140 G �4' CO d NOTES co +. N 1)Unbalanced floor live loads have been considered for this design. 4 I ;; 2)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. r . 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to r 'r be attached to walls at their outer ends or restrained by other means. ,pO 4�496399' ") LOAD CASE(S) Standard' CISTSR _�Eo PROpE6, (� 87422PE �� / 7. S OREGO, cycqf 1s0 44BER 1,� P OS A. He- ------ EXPIRES: EXPIRES:06/30/2015 April 22,2014 e e a WARM-Verily design parameters and REAP?DIES OM MS AND INCLUDED HOEK REFERENCE PAGE tfft 7473 re r. C 1/29/lo1SB RtZE E Design valid for use only with Mick connectors.This design is based only upon parameters shown,and is for an individual balding component. �, Applicabi9ty of design parameters and proper incorporation of component is resporubiity of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stabitty during construction is the responsibility of the M iTek' erector.Additional permanent bracing of the overat structure Is the responsibdity of the building designer.For general guidance regarding fabrication,quality controL storage,delivery.erection and bracing,consult ANS1/TPI1 Quality Crileda,DSB-89 and BCSI Budding Component 7777 Greenback Lane,Suite 109 If SoutInformation available hern Pine iSP)lumber isospec�ed.the designs values arethase effecective 06/01/2013 byA;SC14. Citrus Heights,CA,95610 Job Truss Truss Type Qty Ply 50 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 MTek Industries,Inc.Mon Apr 21 15:40:16 2014 Page 1 ID:j7axn4OsHnThlyaUAczw0szX1UY-Vt16A7HXbjhah2hs9T9imoBrrAVk QOfT25pzzOQSj 1 1-0-0 I11--11 I12--0—I 1 1-0-9 1 2-6.0 I 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 eA. ° //`- a a\ e_ . _e //`.s e //`a:. o / 1.:4, N / \ / \ 4� ! / ! �I I \\ //,IoiNe e o e 9 26 25 24 23 22 21 20 19 18 3x4= 4x5= 3x5 = 3x5= 3x5= 3x5= 4x6= 4x4= 3x4= 15-3-11 14-1-11 $g 1 14-1-11 1b-7-0110-7-0 1 3-9-9 Plate Offsets(XX): 114:0-1-8,Edgel.f19:0-1-8,Eduel LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) 1/defl L/d 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 lncr YES WB 0.58 Horz(rL) 0.06 18 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (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. oloNIo N. 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, OCj, O W.As 13-14=-3416/0,14-15=-2622/0,15-16=2622/0 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, 0 `t" - C' d 20-21=0/2622,19-20=0/2622,18-19=0/1831 k: 0, C¢ 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, N 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 % r NOTES ee,0 49639 w'� 1)Unbalanced floor live loads have been considered for this design. C3 , �GIST6g 2)All plates are 1.5x3 MT20 unless otherwise indicated. is G • 3)Refer to girder(s)for truss to truss connections. S• IdNAL�l1 4)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI1. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. ��, .D PROFF. LOAD CASE(S) Standard IN cr �'• ANG FF9 z0 870 2PE y �Aj;OREGO ti Q4/ 'A0 EMBER 1� O4a SPI A. HE� EXPIRES:06/30/2015 April 22,2014 1 r ®WANlll3-Veritrdesign paameers and READ N3 ESONTHISANDMUDS Nf7EKREFEREMFPAGE KU.7473rec2/19/2018BEri:SEUSE Design valid for use only with MTek connectors.This design is based only upon parameters shown,and is for an individual budding component. I, Applicability of design parameters and proper incorporation of component is resporublily 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 Wel(erector.Additional permanent bracing of the overall structure is the responsibility of the budding designer.For general guidance regarding fabrication,quality control storage.delivery.erection and tracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and BC51 Building Component 7777 Greenback Lane,Suite 109 Safety IntormaHon available from Truss Plate Institute,781 N.Lee Street.Suite 312 Alexandria.VA 22314. Citrus He It Southern PinetSP)lumk !clasher is specified,the design values arethase effective 06/01/201.3 byAttC ighls,CA,95610 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 15:40:18 2014 Page 1 ID:j7axn40sHnThyaUAczwOszM UY-RFPtboJn7KxIwMrFGuBAxCtWjegZJglg7mXCuszOQSh I 1-3.0 I 1 1-1-1 I 1I--2-0-11 2-4-15 I 2-6-0 I Scale=1:35.4 4x5= 3x4= 3x4= 3x4= 3x4= 4x4= 3x6 FP= 3x8=- 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 _ • m • o a v /, \y2///`• 40/"Nr..,•ice "'NI% / N or e 25 24 23 22 21 20 19 18 3x4 = 4x6= 3x5= 3x6 FP= 3x5= 3x5 = 4x6= 3x6= 3x5= 3x5 lAB= 15-7-9 I 14-5-914-5-9 S-0.9I I 20-98 1 �7-0 b-7-0 5-1-15 Plate Offsets(X.Y): 112:0-1-8,Edoe1,118:0-1-8,Edael LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) l/defl Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.59 Vert(LL) -0.40 21 >624 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.76 Vert(TL) -0.62 21 >402 360 BCLL 0.0 Rep Stress Incr YES WB 0.84 Horz(TL) 0.08 17 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (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. TONIO 4. TOP CHORD 2-3=2003/0,3-1=2003/0,4-5=-3413/0,5-6=-3413/0,6-7=4247/0,7-8=4247/0, w `� 8-9=-4495/0,9-10=-4495/0,10-11=-4230/0,11-12=4230/0,12-13=-3519/0, Q O lij� '�j 13-14=-3519/0,14-15=-3519/0 G w. C ""` 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, F-Y _k; O d 19-20=0/3519,18-19=0/3519,17-18=0/1990 k x N 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, Ilk.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=0n057 47,r ,04; 49639 , NOTES /,t..' &WSTERW 1)Unbalanced floor live loads have been considered for this design. v.O (j 2)All plates are 1.5x3 MT20 unless otherwise indicated. I. A:L'Y' 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 Q R QF be attached to walls at their outer ends or restrained by other means. F- GINE s/ LOAD CASE(s) Standard C`5 .4 F9 dy 87022PE �1- N N tN y �4 OREG•N ti, w e000'MBER 1' 49 S F��P A. He EXPIRES:06/30/2015. April 22,2014 4 _ , r WARMM ® -Verity delf&n;arantemn;rodREAD N TESOH7NMSANDPX1lIDEOMi7EkREFERENCE PAGE f4111473sec1,/29/28i8BBOREl/SE Design valid for use only with Mifek 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 ill I is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibidily of the MITek' erector.Additional permanent bracing of the overall structure is the responsibility of the budding designer.For general guidance regarding fabrication,quality control storage,delivery,erection and bracing,consult ANSI/TP11 Quality Criteria,058-89 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 It Southern Pine(SP)lumbar is specified.the design values arethose effective 06/01/2013 by MSC Job Truss Truss Type Qty Ply 50 R41832556 PL14-92 UP F06 Floor 1 1 Job Reference(ootionall Pacific Lumber a Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 MiTek Industries,Inc.Mon Apr21 15:40:182014 Page 1 ID:j7axn40sHnThIyaUAlzwOszX1 UY-RFPtboJn7KxlwMrFGuBAxCtdCeyJ 15g7mXCuszOQSh 1-4-0 I 2.6-0 1 1.5x3 II 2 3x4= 3 1.5x3 II Scale=1:8.7 I U 1 Ig0 N _1IA IIIIKA /' 5 MAriU a 3x4= 3x4= r1-818 41-0 3-11-8 I 1 LOADING(psf) SPACING 1-7-3 CSI DEFL in (lac) Udell Ltd 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 Incl YES WB 0.05 Horz(TL) 0.00 4 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:19 Ib 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 (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES o'TOMO 1)Refer to girder(s)for truss to truss connections. or7 0�wA$ 4 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)5. 0 i, , 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. Cl 11,,4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to rq t` o 1 d r1 be attached to walls at their outer ends or restrained by other means. •7 LOAD CASE(S) Standard iti,Al ?r 49639 47 SS.ONAL G KN�EO PRQFFsrs , tiNGINEF9. z, 87022PE r / cv y N�,0T OREGO. ti� N 'A00.° SER 1� Pio• -`S A. HER` EXPIRES:06/30/2015. April 22,2014 t _ r ®MANIAC-Verify ;arametsrs and READ NOTES OH Ilff&AMD MIMED MIIFKREFERENCE PAGE MII.7 473 ret.1/29/2018Bf0!fE(75E Design valid for use only with Mifek connectors.This design is based only upon parameters shown,and is for an individual building component. Mi �, Applicability of design parameters and proper incorporation of component is responsibtity of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the MITE k� erector.Additional permanent bracing of the overall structure is the responsibfity of the bidding designer.For general guidance regarding fabrication,quality control,storage.delivery.erection and bracing.consult ANSI/IPI1 Qualify Criteria.DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Solely Information available from Truss Plate Institute.781 N.Lee Street,Suite 312 Alexandria.VA 22314. Citrus Heights,CA,95610 If Southern Pine ISP)lumber isspecitied,the design values are those effective 06/61/2013 byAI.SC r V Job Truss Truss Type Qty Ply 50 R41832557 PL14-92_UP F07 Floor 6 1 Job Reference(ootional) Pacific Lumber&Truss Co., - Lake Oswego,Oregon 7.510 s Jan 132014 MiTek Industries,Inc.Mon Apr 21 15:40:192014 Page 1 ID:j7axn40sHnThyaUA¢w05zX1 UY-vSzFo8JPue39YVVPRgbjPTPQdB2AJ2KEgMQGIQIzOQSg Z-12-1 10.7-7 i 2-6-0 I 1 1-2-0 I Scale=1:28.3 4x4= 3x4 II 3x8= 1.5x3 II 3x4= 1.5x3 II 3x4= 1.5x3 II 1.5x3 II 13x6 2 3 4 5 6 7e 8 9 10 e c e \II/ /� N e - o lie 17 Ito.- 15 14 13 12 3x4 II 3x6= 3x8= 34= 1.5x3 II 4x4= 3x4= 1.0-4 16-5-4 I 1 0-10-12 1 1 15-5-0 0-10-12 0-1-8 Plate Offsets(X,Y): 17:0-1-8.Edoel.112:0-1-8.Edeel,117:Edge,0-1-81 LOADING(psf) SPACING 1-7-3 CSI DEFL in floc) 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%EBCDL 5.0 Code IBC2012/TPI2007 (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) 01 FORCES FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. W110 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, 0°7. de. , 7-8=1811/0,8-9=1811/0 C' . G'A BOT CHORD 15-16=-147/422,14-15=0/2316,13-14=0/1811,12-13=0/1811,11-12=0/1466 O� 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, �° 4 j 3-15=0/1377,3-16=849/0,9-11=-1582/0,9-12=0/1027 NOTES ` e'r. 1)Unbalanced floor live loads have been considered for this design. " \ 49639 r�, 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)11. O �CISG4yC" i. 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/7P11. 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 SS.�I+IAL 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. D R��� 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). � NG�N� �f% LOAD CASE(S) Standard ,7 2 1)Dead+Floor Live(balanced):Lumber Increase=1,00,Plate Increase=too �� $7O 2PE Uniform Loads(plf) Vert:11-17=-8,1-10=80 Concentrated Loads(Ib) y. A); OREGO . tib. 41/ el c MBER'1 .st'' SA" Rev EXPIRES:06/30/2015. April 22,2014 64 rG ®WARNI -Verify design parameters and READ hr31ESCffIRIS AND ntairoot41TEKREFDlENCEPAGEN17.7473rets1129/2018 DETRE!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 responsbfity 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 theMITBk� • 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 Cdrede,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 iSafely Information f Southern Pine{SP)vlumber is specified theldesignvet8aes aretdsose Street, ffective 06/01/2013 by X14. Citrus Heights,CA,95610 Job Truss Truss Type Qty Ply 5D PL14.92_UP F08 Floor 7 1 R41 832558 Pacific Lumber&Truss Co., Lake Oswego,Oregon Job Reference(ootiona0 7.510 s Jan 13 2014 MiTek Industries,Inc.Mon Apr 21 15:4020 2014 Page 1 ID:j7axn40sHnThlyaUAczw0szX1UY-NeXd?UK2fyC0Af dOlEeodyyfSfJnuNza40JykzOQSf 1 2-6-0 1 0-5-10 1 1 1-2-0 I I 1.4-14 1 Scale:3/4"=1' 1.5x3 II 1.5x3 II 1.5x3 II 1.5x3 II 1 23x4= 3 4 33x4= 6 0 a N ..--------------- - _ ... .........._ ....... � / e 1tlX 9 e 6 e3x4= 3i 3x4= 3x4= 3x4= I 3-1-2 3M0 3-9-10 1 4-4-10 4161 8-6-8 1 3-1-2 0.1 0-7-0 0-7-0 0.1- 4-0-6 Plate Offsets(KY): 18:0-1-8,Edae),J9:0-1-8,Edgel LOADING(psf) SPACING 1-7-3 CSI DEFL in (Ioc) 1/defl L/d 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/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=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. ,'tONIO�� TOP CHORD 2-3=732/0,3.4=732/0,45=732/0 p.? BOT CHORD 9-10=0/682,8-9=0/732,7-8=0/665 siii4,'kip WEBS 2-10=-736/0,2-9=-37/269,5-7=-71a/o GO gyp,;wl> NOTES -Y J ; p d 1)Unbalanced floor live loads have been considered for this design. /4 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)10.7. \ ' ta 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. Vii'i 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 1S . ��49639 4,' be attached to walls at their outer ends or restrained by other means. rO 0/S3Ts><' LOAD CASE(S) Standard �,,s, L G (o PRor4.6 ��5 NGWFF9 /�'L L 87022PE 9," N Ci 71C‘4!, N ti <UN '90 418ER• A\ QUO 'S A. HE'C EXPIRES:06/30/2015 April 22,2014 _ r t4ARNMS-Year design Yammerers and READ?DIES ON THIS AND MIMED MITEXREFEREM1 PAGE KIT 7 473 reg.1/25/2D1EBET,REUSE Design valid for use only with Wok 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's responsiblity of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding M iTek• fabrication.quality control.storage,delivery.erection and bracing,consult ANSI/1911 Quality Criteria,DSB-89 and BCSI Building Component Safely Information available from Truss Plate Institute.781 N.Lee Sheet,Suite 312,Alexandria,VA 22314. 7777 Greenback Lane,Suite 109 Citrus Heights,CA,95610 tf Southern Pine(SP)lumber is specified,the design values arethate effective 06101/2013 byALSC Job TrussTruss Type Qty Ply SD R41832559 PL14-92_UP F09 Floor 1 1 Job Reference(optional) Pacific Lumber 6 Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 Mi fek Industries,Inc.Mon Apr 21 15:40:21,24 014 Page 1 ID:17axn40sHnThlyaUAczwOszX1 UY-rqS?DgLgQFKtnpZgx011YgV7RsOHWNn7pklsUBzOQSe I 2-6x0 I 0-5-6 i. I 1-2-0 I I 1-7-2 I Scale:1"=1' 11.5x3 II 2 3x4 = 31.5x3 II 4 3x4=O 51.553 II ii N � O !!bb 1.5x3 II 6 9 a 7 3x4= 3x4= 3x4= 3-0-14i40--0II1-1(3.26-2-8 3-0-14I d. 0-7-0 1-10 2 Plate Offsets(XX): f4:0-1-8,Edge1.18:0-1-8.Edael LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) I/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/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. p �ONIO , TOP CHORD 2-3=362/0,3-4=-362/0 p`�':%,. - BOT CHORD 8-9=0/423,7-8=0/362,6-7=0/362 �0$ O 'w `W WEBS 2-9=-456/0,4-6=424/0 '1' r od NOTES 1)Unbalanced floor live loads have been considered for this design. es 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._- �.fu ��639��p ,,��V� 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 3-10(1(0.131"X 3")nails. Strongbacks to OAS-‘. -Gk. �E>" �l' be attached to walls at their outer ends or restrained by other means. t ANAL LOAD CASE(S) Standard QED PROFFs • c," 04 /1? 2 . c 87022PE 9{. 7 -0), OREGO , ryOWN O8EB �P `S A. He EXPIRES:06/30/2015. April 22,2014 e ....... t ®ISARNTW3-Verfydcsignparameters and READ M37ESONMIS AND MINDED NITERREFERENCE PAGE NII.7473ler.1,/28/2O1410JREUSE �' Design valid for use only with MTek connectors.This design is based only upon parameters shown,and is for an individual balding component. ApplicabiOty 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 responsibility of the MITek" erector.Addigonal permanent bracing of the overall structure is the responsblity of the building designer.For general guidance regarding fabrication,quality control storage,delivery,erection and bracing.consult ANSI/11P11 QualIty Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 tiseu InformaHon available horn Truss Pine(SP)lumber is specked,the design values are these Sheet.Suite 06/01/2013 byAt5C4 Citrus Heights,CA,95610 I Job Truss Truss Type Qty Ply 5D PL14-92 UP F10 FLOOR 5 1 R41832560 4 Parc Lumber 8 Truss Co., Lake Osw Job Reference(ootional) ego,Oregon 7.510 s Jan 13 2014 MTek Industries,Inc.Mon Apr 21 15:4022 2014 Page 1 IDV axn40sHnThtyaUAczwOszX1 UY-K1 fOQAM IAZSkPz80VjG6522FQFHaFeKG20VP 1 dzOQSd 1 1-10-12 1 1 1-9-11 I I 2.6.0 I i 1-2-0 I I 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 -H. 3 4 5 6 7 6 9 _ o -\� e e 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 1 Plate Offsets(X,Y): 16:0-1-8,Edgel,[11:0-1-8,Edael,116:Edoe.0-1-81 LOADING(psf) SPACING 1-7-3 CSI DEFL in (lac) 1/deft Ud 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 Uplift16=764(LC 4) Max Gray 15=1642(LC 1),10=534(LC 4) aaTONIO 1,440 FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. of" 1.Rr 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 C./° tiw° 0 BOT CHORD 15-16=-1530/0,1415=-1534/0,13-14=0/885,12-13=0/1423,11-12=0/1423, 10-11=0/1085 Q � �_, WEBS 7-11-257/0,2-15=-1613/0,2-16=0/1711,5-13=-25210,4-13=0/701,4-14=-1231/0, + N 2-14=0/1449,8-10-1171/0,8-11=0/549 `- NOTES /4', tv 1)Unbalanced floor live loads have been considered for this design. 49639 4r 2)Refer to girder(s)for truss to truss connections. ii 2) ;��CISIZt 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 764 lb uplift at joint 16. . SSZ G 4)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. ONAL 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. til PRope LOAD CASE(S) Standard GO'���N GINE9`StSj0 ,7.4 .7 2 870 2PE o� MBER 1; P\ SA HES; EXPIRES:06/30/2015 April 22,2014 4 tlisftMN3-Volk design parantcrrrs and READ h07ES Of/THIS AND BOOED M17EY REFERENCE PAGE HU 7473 rex 1,/79/20tSala34EUSE Design valid for use only with MTek connectors.This design is based only upon parameters shown,and is for on individual bulding component. �" Applicabilitydesign of parameters and proper incorporation of component is responsblity of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stabilty during construction is the responsibility of the erector.Additional permanent bracing of the overall structure is the responsibility of the bulding designer.For general guidance regarding MiTek' fabrication,qualify control,storage,delvery,erection and bracing,consult ANSI/TP11 Quality Criteria,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 Heights,CA,95610 If Southern Pine(SW)lumber k specified.the design values are those effective OG/01/2013 byAtSC It Job Truss Truss Type Qty Ply 50 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:j7axn40sH nThlyaUAczw052X1 UY-oDDmeWNwxtab17jC3RnLeFaSbfgs_F2QG2Fz73zOQSc I 2g.0 10-5-10 1 1 1-2-0 I I 1-6-14 I Scale=1:16.4 1.5x3 II 3x4= 1.5x3 11 1.5x3 11 3x4= 1.5x3 II 1 2 3 4 5 6 e > v 0 N O e 9 e e ic e 3x4= 1 L� 3x4= 3x4= 3x4= 1 3-1-2 3-?-10 3-0.10 1 4-I-10 4 8--8 I 31-2 0.1- 0-7 0 0.7-0 0.1 Plate Offsets(X.Y): 18:0-1-8,EdQe1.19:0-1-8,EdQe1 LOADING(psf) SPACING 1-7-3 CSI DEFL in 0707-843c: lac) Vdefl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.20 Vert(LL) -0.03 7-8 >999 43n4.243 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.18 Vert(TL) -0.07 7-8 >999 3 BCLL 0.0 Rep Stress Ince YES WB 0.20 Horz(TL) 0.01 7 n/a n BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:40 lb FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 10=377/0-2-12 (min.0-1-8),7=377/0-4-8 (min.0-1-8) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOMO TOP CHORD 2-3=761/0,3-4=-761/0,4-5=761/0 BOT CHORD 9-10=0/701,8-9=0/761,7-8=0/682 Q' �V w _ + 4 WEBS 2-10=757/0,2-9=-28/290,5-7=-737/0 G RF , a'd NOTES y t ITSN 1)Unbalanced floor live loads have been considered for this design. ‘...t 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)10. g 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. r 4,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 to49639� 41' ' be attached to walls at their outer ends or restrained by other means. ��)',, Gis � LOAD CASE(S) Standard ss1dNAL• �I,ED PRo , .NCaINEFR.cSj�� 8702.2P� �" N 7_ �A�, OREG NSAlcil rO FABER \\0..44.Q4 OSA HECk EXPIRES:06/30/2015 April 22,2014 I ®ISARNI.N3-Ver tydesign parameters and READ NOIES ON THIS AND IM1tSED WEEK REFERENCE PAGE MIL 1473 rec 1,/23/2014810RE11SE Design valid for use only with Mitek connectors.This design is based only upon parameters shown.and is for on individual bufdirrg component. I• 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 responsibility 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 Criteria.056-69 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safely Inlormrtion 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 Modes-Igo values are those effective 0001/2013 byALSC Job Truss Truss Type Qty Ply 5D PL14-92_UP F12 Floor 6 i R41832562 Job Reference(notional) 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:j7axn4OsHnThyaUAczwOszX1UYoDDmeWNwdab17jC3RnLeFaOwfYW AJQG2EzZ3zOQSc I 2-6-0 I I 2-3-5 11 1-2-0 i i 2-4-11 I 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 5 6 7 8 0 1,,cit, 01 e e 71 1 12 11 10 3x4= 3x8= 3x4= 3x4= 3x4= 10-8-13 11-5-5 I 10-0-5 10-0-510-1113 I1-3.131 I 16-5-8 I 0.yy-8 0-7-0 5-0-3 0-7-0 0-1-8 Plate Offsets(X.Y): 110:O-1-8,Edgel.111:0-1-8,Edgel LOADING(psf) SPACING 1-7-3 CSI DEFL in (link) 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 (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(lb)or less except when shown. .fix IO 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 GO X01 ASA 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 Ti,, NOTES 9 I.:', O 1)Unbalanced floor live loads have been considered for this design. N r7 t-' 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)13. k.. 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. f,- 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 r� 49639 '4' be attached to walls at their outer ends or restrained by other means. 0 ' t Qr ° GIS'TEK'' LOAD CASE(S) Standard 4Z11,0G IONAi �,�NEO PRop ��5 NGINFR �. <c/ 8 • 2PE j N "5 � , 1 v y -ox OREGO n�I i 'A �0 BER 1 OS A. HE 2' EXPIRES:06/30/2015 April 22,2014 1 1 ®ItARN U,S-Verily design parameters and READ ADTES ONTHIS AND 17411558 MITEXREFERENCE SAGE MIT 7473 ret 03/2014 BEMUSE WIIIHM Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual budding component. l, 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 stobirity during construction is the responsibility of the - Mire k' erector.Additional permanent bracing of the overall structure is the responsibility of the budding designer.For general guidance regarding fabrication.quality control storage.delivery.erection and bracing,consult ANSI/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,C If Southern Pine(SP)lumber it specified,the design values are those effective 06/01/2013 byALSCg A,95610 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 15:40:24 2014 Page 1 ID:j7axn40sHnThIyaUAczw0szX1UY GPn8rsNYiAiSeHIPd8laAT7Xn3vFjbjZVi W5VzOQSb I 2-6-0 I 1 1-1-11 11 1-2-0 II 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 II 4x5= 1.5x3 II 1 2 3 4 5 6 7 8 9 10 O .....° 444\k"!?. 5_74, it N e • e eIMile 10 15 14 13 12 3x4 = 3x8= 3x6= 3x4= 4x4= 3x4= 14-8-11 15-5-3 I 14-0-3 14- 11 1-3-1111 19-3-0 I 14-0-3 0 0-7-0 3-9-13 0-7-0 0-1-8 Plate Offsets(X,Y): 112:0-1-8,Edgel.113:O-1-8.Edctel LOADING(psi) SPACING 1-7-3 CSI DEFL in (lac) I/deft L/d 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/rP12007 (Matrix) Weight:85 lb FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 OF 2400F 2.OE(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.CompJMax.Ten.-All forces 250(Ib)or less except when shown. TON1O 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 wAs BOT CHORD 15-16=0/1817,1415=0/3736,13-14=0/3406,12-13=0/2736,11-12=0/1839 ' • 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, G' �'ry' th, Cod9-12=0/1209 ti. 't t15 NOTES \' 1)Unbalanced floor live loads have been considered for this design. CA 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)11. rr r 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSIITPI 1. '541,,,. . 49639 Qr� 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 t(, sie�GjSG� be attached to walls at their outer ends or restrained by other means. •C" (j LOAD CASE(S) Standard t'kk PROFFs �g �NCaINEF'9•cS'/0 8 • 2PE: ,1- N i >v -7 �'oj:OREGO.. tib.. O0 t1 ER,1\ P� . - A. He EXPIRES:06/30/2015 April 22,2014 e it A MU/IA3-Vern'ydesign parameters and READ DOTES ON TICS AND thaUDED P RIEMREFERENCE PAGE MIL 7473 me.129/2014DE/tfEUSE Design valid for use only with Mgek 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 MI is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the M'Tek' erector.Additional permanent bracing of the overall structure Is the responsibility of the bidding designer.For general guidance regarding fabrication,quality control storage.delivery,erection and bracing.consult ANSI/TP11 Quality Oileria.D58-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safely Information available from Truss Plate Institute,781 N.lee Street.Suite 31Z Alexandria.VA 22314. CiWs Heights,CA,95610 If Southern Pine(SP)lumber is specified,the design unions arethase effective 0G/03/2013 by MSC Job Truss Truss Type Qty Ply 513 R41832564 PL14-92_UP F14 Floor 6 1 Job Reference(optional) Pacific Lumberd Truss Co., Lake Oswego,Oregon 7.510 s Jan 132014 MTek Industries,Inc.Mon Apr 21 15:4025 2014 Page 1 ID:j7axn40sHnThlyaUAczwOszXl UY-kbKW3COATUgJGRtbAsppjgfleTHOS7RikMj3eyzOQSa I 2-0-0 I 1 1-10-1 11 1-2-0 11 2-5-3 I Scale=1:21.0 1.5x3 II 3x4= 1.5x3 II 3x4= 1.5x3 II 1.5x3 II 1 2 3 4 5 6 3x4 7 j s I O e L 1 E 11 10 9 3x4= 3x5= 3x4= 1.5x3 II 3x4= I 8-2-9 1 8-9-9 1 9-4-9 1 12-0-12 I 8-2-9 0-7-0 0-7-0 2-8-3 Plate Offsets(XX): f6:0-1-8.Edgel.(10:0-1-8,Edael LOADING(psf) SPACING 1-7-3 CSI DEFL in floc) 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!nor YES WB 0.33 Horz(TL) 0.02 8 n/a n/a BCDL 5.0 Code IBC20121TP12007 (Matrix) Weight:54 lb FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 DF No.1&Blr(flat) TOP CHORD Structural wood sheathing directly applied orb-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. TONIO 14,4 TOP CHORD 2-3=1397/0,3-4=1397/0,4-5=-1183/0,5-6=-1183/0 `C BOT CHORD 11-12=0/887,10-11=0/1518,9-10=0/1183,8-9=0/1183 ��7 ��VIAS q� WEBS 2-12=-994/0,2-11=0/571,4-10=443/3,6-8=-1277/0 G w C `G� eS ' ' d NOTES co h' �`Y, tr 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)12,8. '. 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. \ ,7 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 ;,p49639,�q w4 be attached to walls at their outer ends or restrained by other means. Off, '4- TC1n" LOAD CASE(S) Standard . �S'1ONA1,0 �,�ED PRO �g �NGIN�Fq .o 87022PE �� yN�4>,GREG NcLQ<U� 'A0 ',43ER 1\ P� sA. HER� EXPIRES:06/30/2015 April 22,2014 / s ®WARMS-Verify design parameters and READ NOTES ON THIS AND JAMMED MtTEK REFERENDE PAGE MIL 7473 tea 1,129/261$MARIE IMIIMI Design valid for use only with MTek connectors.This design is based only upon parameters shown.and is for an individual budding component. �I Applicability of design parameters and proper incorporation of component is responsb5ty of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stabilty during construction is the responsibility of the . erector.Additional permanent bracing of the overallstructure is the responsibility of the budding designer.For general guidance regarding MiTek' fabrication.quality control storage.delivery,erection and bracing,consult ANSI/TPI1 Qualify Criteria,DSB-B9 and BCS1 Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute.781 N.Lee Street.Suite 312.Alexandria.VA 22314. Citrus Heights,CA,95610 If Southern Pine(SP)lumber is specified.the design values arethase effective 06/01/2013 byAtSC r Job Truss Truss Type Qty Ply 5D R41832565 PL14-92_UP F15 Floor 5 1 Job Reference(optional) - - Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 Mi Tek Industries,Inc.Mon Apr 21 15:40:25 2014 Page 1 ID:j7axn4OsHnThlyaUAczwOszX1UY-kbKW3COAT IgJGRtbAsppjgthITGkS57ikMj3eyzOQSa I 2-6-0 I I 2-0-15 1 1 1-2-0 I?-4-5i 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 e _ e e , a c — IIIIIo N IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII[ ,- 1- e O O 13 12 11 10i\Q/] 3x4= 3x6= 3x4= 4x4= 3x4= 10-6-7 11-2-15 39-15 9-}1 7 111-1-7 1 1 14-2-12 I I 3315 0-14 0-7-0 2-11-13 0-7-0 0-1-8 Plate Offsets(X,Y): 110:0-1-8,Edael,111:0-1-8,Edoel • LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) I/defl 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 Incr YES WB 0.48 Horz(TL) 0.03 9 n/a n/a BCDL 5.0 Code 1BC2012/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. TONIO TOP CHORD 2-3=-1996/0,3-4=-1996/0,4-5=-1633/0,5-6=-1633/0,6-7=1633/0 I" w BOT CHORD 12-13=0/1287,11-12=0/2106,10-11=0/1633,9-10=0/1335 t0 . 01. q, 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 G 0r{% , GAO �``° is NOTES N 1)Unbalanced floor live loads have been considered for this design. 1" 2)Refer to girder(s)for truss to truss connections. •g 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)9. /i5 f 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 �(;):' �PZ'GI -VO be attached to walls at their outer ends or restrained by other means. ;y - SSIoxA LOAD CASE(S) Standard ��ED PROFFss �`5 GNGIIVFF9� l�2 870; 2PE ter. yN ,N1\/ GAJ,OREGO. q5)Qlv • �Coiti8ER1\ Q -s A. HeCk EXPIRES:06/30/2015 April 22,2014 s ®*MIMS-Year design;arrmerets and READ NOTES ON THIS AND ROWED NIWK REFERENCE;AGE MIS-7473 res.1/29/JO14BESREUSE Design valid for use only with MTek connectors.This design b based only upon parameters shown.and is for an individual building component. �• Applicability of design parameters and proper incorporation of component'B responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stabilty during construction is the responsiblllity 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.derrvery.erection and bracing,consult ANSI/TPit QualBy Criteria,056-89 and BCS1 Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street.Suite 312.Alexandra.VA 22314. Citrus Heights,CA,95510 If Southern Pine(SP)lumber is specified,the design values arethase effective 06/01/2013 byAtSC Job Truss Truss Type Qty Ply 5D R41832566 PL14-92 UP FG1 FLOOR GIRDER 1 1 Job Reference(optional) Pacific Lumber&Truss Co.. Lake Oswego.Oregon 7.510 s Jan 13 2014 MiTek Industries,Inc.Mon Apr 21 15:4026 2014 Page 1 I D:j7axn4OsHnThyaUAtzwOszX1 t1Y-CouuGXPoEoy9uaSnkZL2FuC?ftLBenszOTdAOzOQSZ 1 1-4-12 1 1-4-0 1 1 1.5x3 II 2 3x4= 3 1.5x3 it Scale=1:8.7 J - G N L ) 1 5 4 3x4= 3x4= 1 2-11-12 1 2-11-12 LOADING(pst) SPACING 2-0-0 CSI DEFL in (ioc) Udell Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.08 Vert(LL) 0.00 5 "'"" 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.09 Vert(TL) -0.01 4-5 >999 360 BCLL 0.0 Rep Stress'nor NO WB 0.07 Horz(TL) 0.00 4 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:15 lb FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 2-11-12 oc purlins, BOT CHORD 2x4 DF No.1&Btr(flat) except end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 4=253/Mechanical,5=249/Mechanical FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-4=309/0,2-5=-304/0 01ONIO 44 NOTES GOS�p1 WAS 4 1)Refer to girder(s)for truss to truss connections. • 2)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. IF' G�'i 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 y !a" 01, CSS be attached to walls at their outer ends or restrained by other means. N 4)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)188 lb down at 1-5-2 on top chord. loft The design/selection of such connection device(s)is the responsibility of others. r r, 5)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 1,1 ,k,14639_, 4963_9_p 4 LOAD CASE(S) Standard �*(',��r+ISTFin" 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 SS 0/vAL811G Uniform Loads(plf) Vert:45=-10,1-3=-100 Concentrated Loads(Ib) Vert:2e 188(F) ,i1/4t.0 PROFFu n 5 �NGINFF9. ��. 87022PE 29r" / ( % > y �ATOREGsNti� H OSA 1-IE EXPIRES:06/30/2015 April 22,2014 I ®WARNING-Verity design parameters and READ N37ESOH711rSAND 1N UDED MIERREFEREMEPAGE MIL 7473me1/25/2015BfOREUSE. 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 -- - erector.Additional permanent bracing of the overall structure is the responsibility of the building •designer.For general guidance regarding MITele fabrication,quality control storage,defnery,erection and bracing,consult ANSI/TPI1 Quality Criteria.008.89 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,95810 it Southern Pine(SP)Lumber is specked,the design values arettsose effective 06/02/2013 tsyALSC Job Truss Truss Type Qty Ply 50 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 MTek Industries,Inc.Mon Apr 21 15:4028 2014 Page 1 ID:j7axn4OsHnThIyaUA¢WOszX1 UY-CouuGXPoEoy9uaSnkZl2FuCyuth?BcTszOTdAOzOQSZ I 1-6-0 I 1-5-10 1 1 1-2-0 I I 1-4-14 I 2-6-0 I Scale:3/4"=1' 1.5x3 II 1.5x3 II 1.5x3 II 1.5x3 II 1 23x4 = 11 3 4 53x4= 6 0 N e 9 e 603x4= 1 4>>i 3x4= 3x4= 3x4= I 3-2-10 13-9-10 1 4-4-10 1 8-6-8 I 3-2-10 0-7-0 0-7-0 41-14 Plate Offsets(X.V): f8:0-1-8,Edgel.19:0.1-8,Edoel LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) 1/deft Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.26 Vert(LL) -0.03 9-10 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.21 Vert(TL) -0.04 9-10 >999 360 BCLL 0.0 Rep Stress!nor NO WB 0.22 Horz(TL) 0.01 7 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:39 lb FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 10=497/0-2-12 (min.0-1-8),7=412/0-2-8 (min.0-1-8) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. • 10N).Q i�_ TOP CHORD 2-11=-926/0,3-11=-926/0,3-4=-926/0,4-5=-926/0 wA$j•i�t{+a_ BOT CHORD 9-10=0/669,8-9=0/926,7-8=0/771 Q p�. �y,, Yq, WEBS 2-10=-804/0,2-9=0/327,5-7=-83310,5-8=0/303 G C 'Ty., � : ° d05 NOTES `k 1)Unbalanced floor live loads have been considered for this design. ,/ N 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)10,7. kr. 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. ,.:47,-T,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 k be attached to walls at their outer ends or restrained by other means. O �FG S' 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. ��aSS.S' q�1� The design/selection of such connection device(s)is the responsibility of others. .t0NAi,r'" 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 .k),Ep PRQFF-s Uniform Loads(pit) Vert:7-10=8,1-6=-80 .c 414GINEF�• V�� Concentrated Loads(Ib) tit✓ Vert:11=-169(B) 87022PE r" y-• °A)••,OREGO., O A He EXPIRES:06/30/2015 April 22,2014 1 _ 1 ®FIARNINS-Ver M design parameters and READ IES ON MIS AND MCLUDED MINKREFERENC PAGE HU 7473 rex 1/29/ZO148 O,1EU,SE Design valid for use only with MTek connectors.This design is based only upon parameters shown,and is for an Individual building component. �• Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek' erector.Additional permanent bracing of the overall structure Is the responsibility of the budding designer.For general guidance regarding fabrication.quality control,storage.defvery.erection and bracing,consult ANSI/TPil Quality Criteria,DS8-89 and BCSI Building Component 7777 Greenbads 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 specified,the design values arethase offective 06/01/2013 try Al$C - Symbols Numbering System a General Safety Notes PLATE LOCATION AND ORIENTATION 1 3j" Center plate on joint unless x,y I 6-4-8 I dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property WI4 offsets are indicated. (Drawings not to scale) Damage or Personal Injury . Dimensions are in ft-in-sixteenths. ii;b4„ Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system,e.g. and fully embed teeth. diagonal orx-bracing,Is always required. See BCSI. TOP CHORDS 0-1/16�� 2. Truss bracing must be designed by an engineer.For wide truss spacing,individual lateral braces themselves mailliptjArim :!. braengshouireud be onor sidleteernnative Tor I Od. ��� U 3. Never exceed the design loading shown and never a0 stack materials on Inadequately braced trusses. P4. Provide copies of this truss design to the building For 4 x 2 orientation,locate C7-8 Cdr C5-6 �- designer,erection supervisor,property owner and plates 0-'Ag. from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE Joint and embed fully.Knots and wane at joint 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 I. Plate location details available In MiTek 20/20 NUMBERS/LETTERS. software or upon request. 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for ICC-ES Reports: use with fire retardant,preservative treated,or green lumber. The first dimension is the plate 10.Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-1311,ESR-1352,ESR1988 responsibility of truss fabricator.General practice is to to slots.Second dimension is ER-3907,ESR-2362,ESR-1397,ESR-3282 camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION Southern Pine lumber designations are as follows: 12.Lumber used shall be of the species and size,and in all respects,equal to or better than that SYP represents values as published specified. v." Indicated by symbol shown and/or by AWC in the by text in the bracing section of the ro012 NDS SP app represents ALSC approved/new values 13.Top chords must be sheathed or purlins provided ai 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. 111114 Indicates location where bearings 16.Do not cut or alter truss member or late withoutprior (supports) occur. Icons vary but ©2012 MiTek®All Rights Reserved approval of an engineer. p p ■NIM■ reaction section indicates joint number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. TIMI $ 18.Use of green or treated lumber may pose unacceptable environmental,health or performance risks.Consult with Industry Standards: project engineer before use. ANSI/TPI1: National Design Specification for Metal Mil19.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. isnot sufficient. BCSI: Building Component Safety Information, e MiTek20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, ANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:MlI-7473 rev.01/29/2013