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Plans MiTek MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights,CA,95610 Telephone 916/676-1900 Re: PL13-291_UP_H Fax 916/676-1909 2610 D 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:R42684361 thru R42684372 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. D PRor GINe 87022PE y N y �Aj OREGON F'!�$ER ds A. HER�P EXPIRES:06/30/2015 August 25,2014 Hernandez,Marcos The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer,per ANSI/TPI 1. • Job Trus,s russ Type [ly12610 0 842884381 PL13-291 UP H F01 Floor 1 Job Reference Tonal Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.430 5 Jul 25 2013 MTek Industries,Inc. Mon Aup 25 09:49:13 2014 Page�1 ID:_eg�h?ekkll p1 OgFEQgnUal oSyJt2m-A92189wNphaXV*VV�7y9jkkWFIwQQTpbaMGry!IykJbq 1��. 0 1 r� 1 1-2-0 2-1-0 i Scale=1:28.5 3x5= 3x4= 3x4= 3x5= 3x4= 1 2 3 4 5 6 7 8 9 10 19N 1 17 16 15 14 13 12 3x4 = 3,8 = 3x4= 3x8= 3x4 = 8-10-12 14-5-12 13-3-12 16-9-12 .-2-4a 0-7-0 110-0 0-7-0 0-7-0 2+0 —o Plate Offsets(X Y): [6:0-1-8 Edgel [8'0-1-8 Edge] [9:0-1-8 Edgel [16:0-1-8 Edge] LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) Udefl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.73 Vert(LL) -0.28 13-14 >719 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.92 Vert(TL) -0.44 13-14 >460 360 BCLL 0.0 Rep Stress Incr YES WB 0.67 Horz(TL) 0.05 11 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:76 Ib FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing:13-14. REACTIONS (Ib/size) 18=734/0-4-4 (min.0-1-8),11=73410-4-8 (min.0-1-8) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=2547/0,3-4=2547/0,4-5=-2895/0,5-6=-2895/0,6-7=2851/0,7-8=-2851/0,8-9=1674/0 BOT CHORD 17-18=0/1557,16-17=0/2931,15-16=0/2895,14-15=0/2895,13-14=0/1674,12-13=0/1674,11-12=0/1674 WEBS 8-13=-324/0,9-12=0/347,2-18=-1680/0,2-17=0/1069,4-17=-415/0,4-16=-302/0,8-14=0/1312,7-14=-294/0, 6-14=-352/0,9-11=-1851/0 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 1.5x3 MT20 unless otherwise indicated. 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 be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard PRO 2 87022PE 9� (P y �Aj, OREGO rL�QMH FMeE1 �`S A. HERNP EXPIRES:06/30/2015 August 25,2014 AWA7c %-Venlydeaign;arzmemraandREADKIFSCNTHISAWIfl KEDMITEKREFE N17rAGEMIT7473resi;2512010affavfm 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 responsbTity,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 Mirek' 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 ICSI/u8ding Component 7777 Greenback Lane,Suite 109 Safely Infoanallon available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 H Sautl—PirieISP)lurnbac is specified,the ckmfln vafues"a tl o effective 06101/2013 try AISC 1 ob russjTr­u-SS—Typ--e �2111013 842684382 r L13-291_UP_H F02 Floor 11 1 Job Reference Tonal Pacific Lumber 6 Truss Co., Lake Oswego,Oregon 7.430 s Jul 25 2013 MiTek Industries,Inc.Mon Aug 25 09:49:14 2014 Page i (�(1 �r LAd ���.r1 1 1-M1 ID:_egh?ekl pl OgFEQgnUa1 oS��y�Jtt 2m-eLogLVx?Z?m08G4hhggyHx3U8Kg1 Clejbw9Mlyl Jbp 1-M FQ4647 I—`�� 1-4-4 r 180 1 1-8-0 Scale=1:32.7 4x4= 3x4= 3x4= 3x4= 3x4= 3x4= 3x4= 3x5= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 IIII 1N 26 25 24 23 22 21 20 19 18 17 3x4= 4x5= 3x5= 3x5= 3x4= 3x6= 3x8 = 3x4= 35-12 14-5-12 63-12 8-10-12 13-3-121 fi-1 1 12 132-0 811? 0.7-0 0.7-03-10-0 0.7-0 0.7-0 4812 Plate OfTsets MY): [10:0-1-8 Edgel,[12:0.1-8,Edgel [13:0-1-8,Edgel,f23:0-1-8,Edgel LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.45 Vert(LL) -0.29 21-22 >780 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.64 Vert(TL) -0.46 21-22 >499 360 BCLL 0.0 Rep Stress Incr YES WB 0.55 Horz(TL) 0.06 17 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:92 Ib FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 DF 240OF 2.0E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF 240OF 2.0E(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 27=839/0-4-4 (min.0-1-8),17=839/Mechanical FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1522/0,3-4=-1522/0,4-5=-2658/0,5-6=-2658/0,6-7=3409/0,7-8=-3409/0, 8-9=-3795/0,9-10=-3795/0,10-11=-3782/0,11-12=-3782/0,12-13=-3057/0, 13-14=-2065/0,14-15=-2065/0 BOT CHORD 26-27=0/810,25-26=0/2135,24-25=0/3077,23-24=0/3646,22-23=0/3795,21-22=0/3795, 20-21=0/3057,19-20=0/3057,18-19=0/3057,17-18=0/1161 WEBS 9-23=-27310,12-20=-282/0,13-19=0/322,2-27=-1135/0,2-26=0/997,4-26=858/0, 4-25=0/732,6-25=-587/0,6-24=0/465,8-24=-391/0,8-23=0/493,12-21=0/929, 11-21=-270/0,10-21=-107/281,15-17=1396/0,15.18=0/1086,13-18=-1239/0 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 1.5x3 MT20 unless otherwise indicated. 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 3-104(0.131"X 3")nails. Strongbacks toP� {srr be attached to walls at their outer ends or restrained by other means. E1 0 LOADCASE(S) standard ��GINE�R /�29 87022PE 1 �y SAT OREGO 'Ar ccMBER 0 A. HE��P EXPIRES:06/30/2015 August 25,2014 ©tYARf4T!/-Vert[dea gn paranl 1tr3 and READ J TES ON TIC'S Adm MIXED 1417FX REFERENCE PAGE MIT 7473 ret t;l9IM1490sM£IZE Design valid far use only with MTek connectors.The design is based only upon parameters shown,and is for an individual building component. • Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the respornibillity of the erecta.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding M1Tek fabrication,quality control.storage,delivery,a titin and bracing,consult ANSVTP11 Quality CrBeda,DSB-89 and BCSI BuBding 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,95810 H Ssuthem Ptn*(SP)kmntb K sr#ctfied,the desii'n.-k—area—efocti"06/01/201.3 by AtSC t JOb N86 7russpe HIy 2610 D842684383 F03 5 1 Job Reference Tonal Pacific Lumber E Truss Co., Lake Oswego,Oregon 7.430 s Jul 25 2013 MTek Industries,Inc.Mon Aug 25 09:49:15 2014 Page 1 ID:_egh?ekl pl OgFEOgnUal oSyJt2m-6XA2YrxeKJuFIPRFNBBg9d(DklExsjsgau33BykJbo 1-3.15 I 1-2-0 I i 0-6-13 I 2-6-0 Scale=1:11.6 3x4= 11.5x3 II 2 3 1.5x3 II 4 3x4= 5 1.50 I I 0 N 1.5x3 II 3x4= 9 6 7 3x4= 3x4= 1-615 2-1-15 2$15 210. 6-412 1-615 47-0 47-0 1 3-2-5 Plate Offsets(X Y): 12:41-8 Edgel [7:0.1-8,Edge) LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.17 Vert(LL) -0.02 6-7 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.13 Vert(TL) -0.04 6-7 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.11 HOrz(TL) 0.00 6 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:29 Ib 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) 9=261/Mechanical,6=261/0-3-8 (min.D-1-8) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-331/0,3-4=-331/0 BOT CHORD 8-9=0/331,7-8=0/331,6-7=0/404 WEBS 2-9=-407/0,4-6=-436/0 NOTES 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 ANSIIrPI 1. 4)Recommend 2x6 strongbad(s,on edge,spaced at 10.0.0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard 2 87022PE y �-'0 OREG N S'L' FMBER 1� A. HER�P EXPIRES:06/30/2015 August 25,2014 Q 19ARNI.Ya-Vedtf doilga parxm yrs and READ t,7E5 GN TNIB AM MIXED KITE.K REFERENCE PAGE H11 1473 mt z J,rZ9J2Q189E(TREtlSE' Design valid for use only with M7ek connectors.This design is based only upon parameters shown,and is for an individual building component. . Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity,of the MiTek• erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guide regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPII Quality CrIteda,DSB-89 and BCS1 6unding 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 M 5autherts P1rse ISP)lurnber it specified,the de aV vatusas we Lhasa affaca v 06/01/2013 by AtSC 1 Job runs russ�ype ly2810 D842884384PL73291_UP_H F04 FLOO5 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.430 s Jul 25 2013 MTek Industries,Inc.Mon Aug 25 09:49:15 2014 Page 1 ID:_egh?ekl pl OgFEQgnUal oSyJt2m-6XA2YrxeKJuFIPftFNBBg9cjhkKyxtVsgau33BykJbo 2-2-4 i 1 3x4= 2 1.5x3 II Scale=1:8.8 4 N 4 3 1.5x3 I I 3x4= 2-5'4 2-&4 LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) Vdefl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.21 Vert(LL) 0.00 4 — 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.02 Vert(TL) -0.00 3-4 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.00 HOrz(TL) -0.00 3 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:12 Ib FT=0%F,O%E LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 2-5-4 or 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) 4=102/Mechanical,3=102/Mechanical FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES 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. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0.0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard VI PROFF� GINEE� 0 2 87022PE 9� u >" 0 EG N rye O<U~ ER 11 HERNP EXPIRES:06/30/2015 August 25,2014 0KAR I,%-Vedfrdearppausemrs and READKIESCNTX.SANDTiVaIXEDh77V( EFETIENFFAGE#777473see1/251201485WI[M a Design valid for use only with MTek connectors.This design is based only upon parameters shown,and is for on individual building component. Applicability of design porometers and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for ldtwol support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the `� erector.Addtional perrnonent tracing of the overall structure is the responsibility of the building designer.For general guidance regardng Mi/T pike fabrication,quality control,storage,delivery,erection and bracing,consul ANSVTP11 Quality Criteria,DSII-89 and&CSI Building Component 7777 Greenback Lane,Suite 109 Solely InlormoNon available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 H Saut'hem Pine t"&P Itsrnlset h specified,the desisn vsfucs wa the effective 06101/3(113 byALSC t �ob runs cuss Type �Qty �Ply 2610 D 842584365 13-291 UP H F05 Floor 2 1 Job Reference Tonal Pacific Lumber 8 Truss Co., Lake Oswego,Oregon 7.430 s Jul 25 2013 MiTek Industries,Inc. Mon A�+g 25 09:49:16 2014 Page 1 ID:_egh?ekllit OgFEQgnUaloSyJt2m-akkRmAyG5cO6NZE4o41QMM8pJ8Vfg9?03EeccdykJbn F M I I �I D i 1-5-6 I r 2-0-0 I I 243.4 I Scale=1:33.2 4x4= 3x4 = 3x4= 3x4= 3x4= 3x4= 3x8= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 T 1 24 23 22 21 20 19 18 17 3x4= 4x5= 3x5= 3x5= 3x4= 3x6= 3x5= 3x4= 9-5-12 14512 &3-12 10.7 13312 13-10.12 1954 8-3-1 0.7-0 0.7-0 3-10-0 1 Plate Offsets MY): f10:0-1-8 Edge],[12:0-1-8 Edge],[17:0.1-8,Edge] [21:0-1-8,Edge] LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.54 Vert(LL) -0.34 18-19 >683 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.70 Vert(TL) -0.53 18-19 >442 360 BCLL 0.0 Rep Stress Incr YES WB 0.75 Horz(rL) 0.07 16 n/a n/a BCDL 5.0 Code IBC2012/rP12007 (Matrix) Weight:92 Ib FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 DF 240OF 2.OE(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF 240OF 2.OE(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. REACTIONS (lb/size) 25=853/0-44 (min.0-1-8),16=853/0-2-8 (min.0-1-8) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1550/0,3-4=1550/0,4-5=-2714/0,5-6=-2714/0,6-7=-3493/0,7-8=-3493/0, 8-9=-3907/0,9-10=-3907/0,10-11=-3977/0,11-12=-3977/0,12-13=-3210/0, 13-14=-3210/0 BOT CHORD 24-25=0/824,23-24=0/2177,22-23=0/3147,21-22=0/3744,20-21=0/3907,19-20=0/3907, 18-19=0/3210,17-18=013210,16-17=0/1855 WEBS 9-21=285/0,12-18=-260/0,13-17=-396/0,2-25=-1155/0.2-24=0/1016,4-24=-878/0, 4-23=0/751,6-23=607/0,6-22=0/485,8-22=-407/0.8-21=0/512,12-19=0/987, 11-19=-29010,10-19=-9/349,14-16=-2002/0,14-17=0/1482 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 1.5x3 MT20 unless otherwise indicated. 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)16. 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 strongbadfs,on edge,spaced at 10.0.0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to E PR ��� be attached to walls at their outer ends or restrained by other means. 0 LOADCASE(S) Standard �cNG(NEF9 /0, ,87P22 ECV r H y �Aj OREG N ccM$EP *"1 OS A. HE�NP EXPIRES:06/30/2015 August 25,2014 A wfA�c4911YJ-Ve frdesign pammewn and READ M IES ON 714,19 AIX i7R MED MITEKREFFERE 4a PAGE MI1 7473 me 1,12512010 SgWtM Design valid for use only with Mffek connectors.This design is based only upon parameters shown,and 6 for on individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown ■ s for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the iVliTek erector.Additional permanent rmaent 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 Buidng 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 Pint JSP)tumbeir is zp cW cf.the design valets aretf a effective 06/01/2011 by AtSC fuss fuss ype I Qty jPIy L10 D 8/2664366 PL13291 UP_H FOB Fbor 4 1 b Reference tional pacific Lumber 6 Truss Co., Lake Oswego,Oregon 7.430 s Jul 25 2013 MRek Industries,Inc.Mon Aup�25 09:49:17 2014 Page 1 �.(M �n.A.e� ID:_egh?ekl pl OgFEQgnUal�o�S�nyJt2m-3wlpzWzusw&'jpGMoDfvah?IXrePfH9HtNA84ykJbm r--1 P&1�� 1� I 1-� 1 1-- 0 1 1-5 i t 1-&0 1 180 i Scale=1:32.9 4x4 = 3x4= 3x4= 3x4= 3x4= 3x4 = 3x4= 3x5= pIJTII 1 2 3 4 5 6 1 8 9 10 11 12 13 14 15 16 II E!��4 L�� rsLz7S I IN 'yl` 26 25 24 23 22 21 20 19 18 17 11 3x4= 4x5= 3x5= 3x5= 3x4= 3x6= 3x8= 3x4= 9-5-12 14-5-12 6-10.h-7-8 � 1}}12 111412 19-3-12 Plate Offsets(X Y): [10:0 1-8,Edgel.[12:0 1-8,Edgel.[13:0 1-B,Edgel,[23:0-1-8,Edgel LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) Udefl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.46 Vert(LL) -0.30 21-22 >768 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.65 Vert(TL) -0.47 21-22 >491 360 BCLL 0.0 Rep Stress Incr YES WB 0.56 Horz(TL) 0.06 17 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:93 Ib FT=O%F,0%E LUMBER BRACING TOP CHORD 2x4 DF 240OF 2.OE(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF 240OF 2.OE(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 27=844/0-4-4 (min.0-1-8),17=844/Mechanical FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=1531/0,3-4=1531/0,4-5=-2676/0,5-6=-2676/0,6-7=3437/0,7-8=3437/0, 8-9=-3834/0,9-10=-3834/0,10-11=-3833/0,11-12=-3833/0,12-13=-311510, 13-14=-2080/0,14-15=-2080/0 BOT CHORD 26-27=0/815,25-26=0/2149,24-25=0/3100,23-24=0/3679,22-23=0/3834,21-22=0/3834, 20-21=0/3115,19-20=0/3115,18-19=0/3115,17-18=0/1168 WEBS 9-23=-278/0,12-20=-281/0,13-19=01312,2-27=-1141/0,2-26=0/1003.4-26=-865/0, 4-25=0/738,6-25=-594/0,6-24=0/472,8-24=-397/0,8-23=0/502,12-21=0/925, 11-21=-271/0,10.21=-97/292,15-17=-1403/0,15-18=0/1097,13-18=-1261/0 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 1.5x3 MT20 unless otherwise indicated. 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. ED PRO LOADCASE(S) Standard <ft�G'INEFR V0, 870 2PE < U) y �-'0 OREG N ti�4�ti �MsER 11 �S A. HS EXPIRES:06/30/2015 August 25,2014 ®WAW%-Verlgdesiyn pramemn and READ PATES CN 7N.SAND MIXED WTEKREFEROXF CAGE MIT7473 me 1/2512014 99011FLISE Design valid far use only with MTek connectors.This design is based only upon parameters shown,and is for an individual budding component. Applicability of design parameters and proper incorporation of component is responsiblity of building designer-not truss designer.Brocing shown is far lateral support of individual web members only.Additional temporary bracing to insure stability during construction B the resporuibill ty 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 ANSVTP11 Quality Cdlede,DSB-89 and 1CSI Building Component 7777 Greenback lane,Suite 109 h0anrnallilon available from Truss If Seurhem Pine ISP)kxrnbet is spe iifwd,plate Su the design vwk—,aretho a m OQ01 J�b9 AISC 4 Citrus Heights,CA,95610 t Job Truss Truss Type �Qty Ply 2510 D 842864387 PL13291_UP_H F07 Floor 5 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon7.430 s Jul 25 2013 MiTek Industries,Inc.Mon Aug 25 09:49:18 2014 Page 1 ID:_egh7ekl p10gFEOgnUatoSyJt2m-X6sBBs_WdEGgctOSwVkuRnEFOxJn8CHJW)(7tgVtyUbl r 69-12 r 2--D Scale=1:11.9 1 3x4= 21.5x3 I I 3 3x4= 41.5x3 I I 0 N 3x6= 7 6 1.5x3 13x4= 6-2-4 6-2-4 LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) Udefl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.18 Vert(LL) -0.00 5-6 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.14 Vert(TL) -0.06 5-6 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.19 Horz(rL) 0.00 5 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:29 Ib FT=0%F,O%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) 7=267/Mechanical,5=267/044 (min.0-1-8) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-7=284/0 BOT CHORD 5-6=0/416 WEBS 3-5=-449/0,1-6=0/373 NOTES 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. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard ,D PRO CS 2 87022PE CV OREGO F'yBEF1 OS A. V4 EXPIRES:06/30/2015 August 25,2014 A tEAkMP�a-YerslT dcsi7a,Y.:rrame 2n at1:i R£AI7 hG 7£5 CFf 7Nt&AIS 3M2€tfl£fl iYtT£K Is£F£k£14YF AAC,£NII 7473 re a I,'Z9J7RId li£vJ?SFUSF w 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 deign parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown B for lateral support of individual web members only.Additional temporary bracing to insure stability during construction B the responsit illity 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 QuaWy Cdteda,DSS-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safety Informatlon available from Truss Plate Institute.781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95510 1f Southern Pine 13p}lumbw K specified,the tlesipr values xe ttsase eNactivc 06IDa/2013 W ALSC s Jo cuss Thus ype [ly x10 D 842884368 PL13-291_I1P_H F08 Floor 1 1 Job Reference(optional) Pacific Lumber E Truss Co., Lake Oswego,Oregon 7.430 s Jul 25 2013 MiTek Industries,Inc.Mon Aug 25 09:49:19 2014 Page 1 �_n.tl t��77���1 '_'.n 1 ID:_egh?ekl pl OgFEQgnUal oSyJt2m-?JQZOC_BOXOhEt yeUDF7_?m MzLbktZySIBsHCyykJbk t' )-o r'-"-I l 1--0 i 1-8-8 1-9-0 l1-2-0 1 1-5-8 r— 1.6-0 F 1SD ; Scale=132.8 4x4= 3x4= 3x4= 3x4= 3x4= 3x4= 3x4= 3x5= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 11 IN 26 25 24 23 22 21 20 19 18 17 3x4= 4x5= 3x5= 3x5= 3x4= 3x6= 3x8= 3x4= 14-5-0 10-0 13-M '0A 19-3-0 8-1n 0.7-0 7-0 110-0 0.7-0 0-7-0 4-10-e Plate Offsets(X Y): [10:0-1-8,Edgel,[12:0-1-8,Edgel,[13:0-1-8,Edgel.[23:0-1-8,Edgel LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) Udefl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.45 Vert(LL) -0.21 20-21 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.42 Vert(TL) -0.3320-21 >705 360 BCLL 0.0 Rep Stress Incr YES WB 0.55 Horz(TL) 0.00 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:93 Ib FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 DF 2400E 2.OE(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF 240OF 2.OE(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:26-27,25-26,17-18. REACTIONS (Ib/size) 27=841/0-3-8 (min.0-1-8),17=841/Mechanical,17=841/Mechanical Max Horz 27=2601(LC 1),17=-2601(LC 1),17=2601(LC 1) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1525/0,3-4=1525/0,4-5=-2663/0,56=-2663/0,6-7=3417/0,7-8=3417/0, 8-9=-3816/0,9-10=-3816/0,10-11=3806/0,11-12=-3806/0,12-13=3114/0, 13-14=-2070/0,14-15=-2070/0 BOT CHORD 26-27=-1776/0,25-26=-647/0,24-25=0/601,23.24=0/1097,22-23=0/1216,21-22=0/1216, 20-21=0/684,19-20=0/684,18-19=0/664,17-18=-1471/0 WEBS 9-23=-284/0,12-20=-274/0,13-19=0/311.2-27=-1155/0,2-26=01980,4-26=-884/0, 4-25=0!111,6-25=-612/0,6-24=0/444,8-24=-418/0,8-23=01500,12-21=0/900, 11-21=-264/0,1D-21=-1061282,15-17=-1412/0,15-18=0/1076,13-18=-1269/0 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 1.50 MT20 unless otherwise indicated. 3)Refer to girder(s)for truss to truss connections. 4)Non Standard bearing condition. Review required. 5)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. VI PROFFS 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-1Od(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. ANG i N je l�2 LOAD CASE(S) Standard Q 87 2PE N >" OREGO ER N EXPIRES:06/3012015 August 25,2014 Q WAWJJ% Ver:ty design;aranlemr3 and READ M IFS CN 7WS VQ INC MEL)NTFEK REFMI'a MAE MI77473 rel i,'l3fZQi88L�Rf'IAASf 'I Design valid for use onty 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 tnra 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 erecA—tor.Additional permanent bracing of the overall structure is the responsibility of the bulling designer. MT r.For general guidance regarding MiTek* fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/T►II Quality Cdterla,DS8.89 and 11CSI Suitding Component 7777 Greenback Lane,Suite 109 Barely Intormallon avaliable from Truss Plate Institute,781 N.Lee Street.Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 r is s N iauthern pme(SP)ksmil p—th..L she 4es4M wfues are those aftctiue 06101/201.3 by Atsc e Job Truss Truss Type oty Ply 21110 0 8421184389 PL13-2g1 UP H F09 Floor 2 1 Job Reference Tonal Pacific Lumber b Truss Co., Lake Oswego,Oregon 7.430 s Jul 25 2013 Mrrek Industries,Inc. Mon Aug 25 09:49:20 2014 Page 1 ID:_egh?eklplOgFEQgnUatoSyJt2m-TV xcY?m9rWYsBXrlwnMXCJbwi7Gc6sbzrcglOykJti 0-84I 2s0 Scale=1:11.6 1 3x4 = 21.5x3 II 3 3x4= 4 1.5x3 II 0 N 3x6= 7 6 1.54 II 3x4= 6-0.12 6-0-12 LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.18 Vert(LL) -0.00 5-6 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.14 Vert(TL) -0.06 5-6 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.18 Horz(TL) 0.00 5 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:29 Ib FT=0%F,O%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.t&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) 7=261/Mechanical,5=261/0-2-8 (min.0-1-8) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-7=-283/0 BOT CHORD 5-6=0/403 WEBS 3-5=-435/0,1-6=0/363 NOTES 1)Refer to girder(s)for truss to truss connections. 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)5. 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 be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard PRO c3 GIN,- 87022 N,-87022P 9� CV OR GON ti�Q�ti b A. HE�NP EXPIRES:06/30/2015 August 25,2014 A E4kRMfx-verfif desf3n pramemrs and RW ICES CX THIEVE 7;ULCED WTEK RE€-Wilila MGM MIT 7473 sec I/29/2024IIEI7 LM Design valid for use only with M7ek connectors.This design is based only upon parameters shown,and is for on individual building component. . Applicability of design parameters and proper incorporation of components 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 buildng designer.For general guidance regarding MiTek' fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria.VA 22314. Citrus Heights,CA,95610 1f 5autt—Pira(SP)tumb.Is specified,the".iV vad—ala tf—a effective 06/01/2013 try AISC J russ fuss ype ty y 2610 D 842884370 PL13-291_UP_H F10 Floor 2 1 Job Reference tional . Pacific Lumber E Truss Co., Lake Oswego,Oregon 7.430 s Jul 25 2013 MiTek Industries,Inc.Mon Aueg 25 09:49:21 2014 Page 1 1��� ���.71 �ru.�a ��a..tl ID:_egh?ekl p10gFEQgnUaloSyJt2m-)d1XJwOOw9ePTK611x31b3Qrd29CNLPflCVLNHrykJbi x1-0-0 i Q1�r--�i 1'9 14 0 Scale=1:33.5 4x6= 4x5= 3x4= 3x4= 3x4= 3x4= 3x4 = 4x4= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 � 1—; 26 25 24 23 22 21 20 19 18 3x4 = 4x5= 4x8= 3x5= 3x5= 3x5= 3x8 = 3x4= 19-&0 2i 2-4 x+344 7-2.4 �7_g��B-4-4� 2 2-4 Q7-0 Q7-0 ?-10-0 a7-0 a7-0 11-3-12 Plate Offsets(X YY [4:0-1-8 Edge] [6:0-1-8 Edge] p.0-1-8 Edpel [26:0-1-8 Edge] LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.73 Vert(LL) -0.36 21-22 >651 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.72 Vert(TL) -0.56 21-22 >417 360 BCLL 0.0 Rep Stress Incr YES WB 0.79 Horc(TL) 0.07 17 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:94 Ib FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 OF 240OF 2.OE(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF 240OF 2.OE(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 1 D-0-0 oc bracing. REACTIONS (Ib/size) 17=859/044 (min.0-1-8),27=859/0-2-12 (min.0-1-8) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=1933/0,3.4=-1933/0,4-5=-3238/0,5-6=-3238/0,6-7=-3797/0,7-8=-4014/0, 8-9=-4014/0,9-10=-3872/0,10-11=-3872/0,11-12=-3166/0,12-13=-3166/0, 13-14=-1879/0,14-15=-1879/0 BOT CHORD 26-27=0/857,25-26=0/1933,24-25=0/1933,23-24=0/3797,22-23=0/3797,21-22=0/3797, 20-21=0/4005,19-20=0/3586,18-19=0/2590,17-18=011 015 WEBS 3-26=-754/0,4-25=-379/0,7-22=288/0,4-24=0/1512,5-24=-282/0,6-24=806/0, 15-17=-1295/0,15-18=0/1104,13-18=-908/0,13-19=0/734,11-19=-537/0,2-27=-1200/0, 2-26=0/1554,11-20=0/365,8-21=-258/0,7-21=0/611 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 1.5x3 MT20 unless otherwise indicated. 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)27. 4)This buss 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. ID P R OFfis �NG(NEF9 sl,, LOAD CASE(S) Standard 87022PE N y �Aj OREG N r ER �1 OS A. H'Ep`NP EXPIRES:06/30/2015 August 25,2014 Qt{AR tic-yeaydeaign;arame6?rsandREMh07ESCHTHITEANC71/C7.WEDMTEXkEFEUNTPAGEMIT7473rte.1/251201491t7RFt1SE Design vol'id for use only with MOek 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 responsbility of the building designer.Fa general guidance regarding fabrication.quality control,storage,delivery,erection and bracing,consult ANSM11 Quality Crffeda,DS6-09 and 6CSI Building Component 7777 Greenback Lane,Suite 109 Safety Informallon available from Truss Plate Institute,781 N.Lee Street.Suite 312,Alexandria.VA 22314. Citrus Heights,CA,95610 N Southern Putc(SP)h—bat Is jqsecifsad,the design values we tt—atFective 06/01/201.3 by AtSC Job Truss Truss Type Qty Ply 2610 D 64 R426371 PL13-291 UP H F11 Floor 3 7 Job Reference Tonal Pacific Lumber 6 Truss Co., Lake Oswego,Oregon 7.430 s Jul 25 2013 M7ek Industries,Inc.Mon Aug 25 09:49:23 2014 Page 1 rs11t�dd �ID:_f1elg�h??ekl plOgFEQgnUaloSyJt2m-t4f4Ea2fSmu7jeGQj3K38n¢iygpL_2gpgUllykJbg 1-2-0 r----1 i 1-2-0 [ 1-11- Scale=1:28.3 3x5= 3x4= 3x4= 3x5 = 3x4 = 1 2 3 4 5 6 7 8 9 10 4 1 17 16 15 14 13 12 3x4= 3x8= 3x4= 3x8= 3x4= 8-10.12 14-5-12 8-2-4 0. 0.7-0 310-0 0.7-0 0.7-0 2-24 0.7-0 Plate Offsets(X Y): [6:0.1-8 Edael.[8:0-1-8,Edgel,[9:0-1-8,Edgel,[16:0.1-8,Edge1 LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) Udefl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.72 Vert(LL) -0.27 13-14 >734 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.91 Vert(TL) -0.42 13-14 >469 360 BCLL 0.0 Rep Stress Incr YES WB 0.67 Horz(TL) 0.05 11 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:76 Ib FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 DF No.t&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins, 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. REACTIONS (Ib/size) 18=727/0-4-4 (min.0.1-8),11=727/0-2-12 (min.0-1-8) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=2516/0,3-4=2516/0,4-5=-2841/0,5.6=-2841/0,6-7=2786/0,7-8=-2786/0,8-9=1593/0 BOT CHORD 17-18=0/1541,16-17=0/2883,15-16=0/2841,14-15=0/2841,13-14=0/1593,12-13=0/1593.11-12=0/1593 WEBS 8-13=-327/0,9-12=0/357,2-18=-1664/0,2-17=0/1052,4-17=-397/0,4-16=-310/0,8-14=0/1322,7-14=-290/0, 6-14=-361/0,9-11=-1785/0 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 1.5x3 MT20 unless otherwise indicated. 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)11. 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. LOAD CASE(S) Standard ul PRO G N-P s�o 2 .870 2PE N cvH SAT OREGO ER 11 A. HER�P EXPIRES:06/30/2015 August 25,2014 A KAM%-yer9drdee#ga p"afame@r3 and REAS WIFS CAf TNISANC MIXED NITEK REFEREfia P"N11 7473 me 1,125120149Li017£USE Design valid for use only with M1ek connectors.This design is based only upon parameters shown,and'¢for an individual building component. . Applicability of design parameters and proper incorporation of component a responsibility of building designer-not tens 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.Fa general guidance regarding fabrication,quality control.storage,delivery,erection and bracing,consult ANSI/TPII Quality Criteria,DSII-S9 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Sheet,Suite 312.Alexandria.VA 22314. Citrus Heights,CA,95610 It Southern Pine ISP)lumbar is gserified,the design ah.—as tf—et€acwe 06/0112013 by At.SC Job Truss TrussType Ply 2610 D 842684372 PL13-291_UP_H F12 Floor 3 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.430 s Jul 25 2013 MTek Industries,Inc.Mon Aug 25 09:49:23 2014 Page 1 ID:_egh?ekl pt OgFEOgnUat oSyJt2m-t4f4Ea2fSmu7jeGOj3K38rx5dy?6pSB2gpgULjykJbg 280 1-9-11 i I 1-2-0 ; f--0-7-1 Scale=1:17.1 1.5x3 II 3x4= 1.5x13 II 1.5x3 I 3x4= 1.5x3 II 1 2 3 4 5 8 4 4 3x4= 1 9 8 7 3x4= 3x4= 3x4= 4-53 1 57-11 50-11 1 3 9-0.12 4-6-7 o-1 a7-0 67-0 Q1 3-2-9 Plate Offsets KY): [8:0-1-8,Edgel.[9:0-1-8,Edgel LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) Udefl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.21 Vert(LL) -0.04 9-10 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.19 Vert(TL) -0.08 9-10 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.21 Horz(rL) 0.01 7 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:41 Ib 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) 10=393/0-2-8 (min.0-1-8),7=393/Mechanical FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=826/0,3-4=826/0,4-5=-826/0 BOT CHORD 9-10=0!720,8-9=0/826,7-8=0!738 WEBS 2-10=77810,5-7=-796/0,5-8=07306 NOTES 1)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)10. 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. LOAD CASE(S) Standard PR OFFss ��� �NE'(NFE9 X029 870 2PE yN >" �Aj OREGO ER EXPIRES:06/30/2015 August 25,2014 A KC41M..%-Ver,'fr des4r;;aramemrs and READ ND TES ON 7W.S AN¢IMZUDED WTEY REFERENCE PAGE Nll 7473 ML 1/25120148£FORElM 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 responsblity,of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the MiTek' erecta. Additional permanent bracing of the overoP structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing.consult ANSI/TPII Quagly Criteria.DSB-89 and BCSI 8u9ding 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 H Southern Prue l$p)Itanba`K specified,the desips wluas are tlwse a4factive 06J01/201.1 tryALSC Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 14- 3/" Center plate on joint unless x,y 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property a offsets are indicated. (Drawings not to scale) Damage or Personal Injury Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system,e.g. and fully embed teeth. TOP CHORDS diagonal orX-bracing,is always required. See BCSI. 0.1/T Q r c1'2 cZa 2. Truss bracing must be designed by an engineer.For wide truss spacing,individual lateral braces themselves T o WEBS c3Y 4 may require bracing,or alternative Tor I I O w y p bracing should be considered. = U ,� ; �,y1 3 O U rb = 3. Never exceed the design loading shown and never a s' U stack materials on inadequately braced trusses. (O 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate 0 designer,erection supervisor,property owner and plates 0-'4a' 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. 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 width measured perpendicular ESR-131 1,ESR-1352,ESR responsibility of truss fabricator.General practice is to 4 x 4 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 by text in the bracing section of the SP rapproved/new NDS 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 ff.spacing, BEARING or less,If no ceiling is installed,unless otherwise noted. 15.Connections not shown are the responsibility of others. Indicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports) occur. Icons vary but ©2012 MiTek®All Rights Reserved approval of an engineer. reaction section indicates joint number where bearings occur. 17.Install and load vertically unless Indicated otherwise. Min size shown is for crushing only. d9 18.Use of green or treated lumber may pose unacceptable environmental,health or performance risks.Consult with Industry Standards: project engineer before use. ANSI/TPII: 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 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:Mll-7473 rev.01/29/2013