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Plans /3o1? .W /2& PoX roe mErzele-o-Ozg M411 MI NOV Z01 y. h/liTek® 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. �Rc° PROp s ��` %NGINE :s, 87022PE r"_ t N -7 40)„OREGON ,95)otN � c�,LjBER \' ' S A. He EXPIRES:(16/30/201.5 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 • Truss Truss Type Qty Ply 2610 D R42684361 • PL13-291 UP H • F01 Floor 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon .. '.4c f`i . 7.430 s Jul 25 2013 MiTek Industries,Inc.Mon Aug 25 09:49:13 2014 Page 1 • ID:_egh?ekl p1 OgFEQgnUal oSyJt2m-A92189wNpheXNEVV7y9jkkWF1wQQTpbaMGPy?IykJbq I 2-6-0 1 .. ..., ._. ... ,'.'i._-" 9-51 1 1-2-0 1 0-11-8 1 1 1-2-0 .11 2-1-0, 1 Scale=1:28.5 3x5= 3x4= 3x4= 3x5= 3x4= 1 2 3 4 5 6 7 8 9 10 e • 0 o o N N .e.; O e e e e -se- 1-1.` 17 16 15 14 13 12 3x4= 3x8= 3x4= 3x8= 3x4= 8-10-12 14542 1 8-2-4 B-�2 18.512 1 133-12 19-10-121 1 16-9-12 1 82-4 0-Y� 0-7-0 3-10-0 0-7-0 0-7-0 2-4-0 0-7-0 Plate Offsets(X,Y): [6:0-1-8,Edge],[8:0-1-8,Edge],[9:0-1-8,Edge],[16:0-1-8,Edqe] 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) -0.28 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=734/0-4-8 (min.0-1-8) FORCES (Ib)-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 ANSIITPI 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 o PROF "��ta' 1 N4--peo c1'j0* �� :87O22PE • r / -7,,,, .-0i, OREGO ti O �' �' .ER \�' °S A. HE ' EXPIRES:861`30/2015 August 25,2014 ti • Q WARNIM-Verify design parameters and READ IIDIESON NUS AND INCLUDED MIEN REFEREMIPAGE MII--7473 ren 1/29/2011 DEFORWIN Design valid for use only with Weis connectors.This design is based only upon parameters shown,and is for an individual building component. Mr Applicability of design parameters and proper incorporation of component isrespopsibitty 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 responsibillltyof the MiTek• erector.Additional permanent bracing of the overall structure Is the responsibility of;the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 If Southern Mae(SP)(umber it specified.the design values are those affective 06/01/2013 by AMC Job • Truss Truss Type Qty Ply 2610 D R42684362 PL13-291 UP H ' F02 • Floor 11 1 • • Job Reference(optional) Pacific Lumber&Truss Co.,- Lake Oswego,Oregon j _ ,r;:I': :- 7.430 s Jul 25 2013-MiTek Industries,Inc.Mon Aug 25 09:49:14 2014 Page 1 ID:_egh?ek1p1OgFEQgnUaloSyJt2m-eLcgLVx?Z?m08G4hhggyHx3U8Kg1Clejbw9WXlykdbp I 1-n-° I -. .. ..:.._":_.... 1°-84 I I 1-2-0 I I 1-8-8 II 1-&0 ii 1-2-0 I I 1-4-4 ]1 •1-6-0 1 1-6-0 1 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 • 9 ® 0 r * a , ... a IN O e e b Vil0 26 25 24 23 22 21 20 19 18 17 3x4= 4x5= 3x5= 3x5= 3x4= 3x6= 3x8= 3x4=- 9-5-12 9-5-12 145-12 I 8-3-12 Sr10-121 1 13-3-12 1f.-10-1 1 19-2-8 I 8-3-12 0-7-0 0-7-0 3-10-0 0-7-0 0-7-0 4812 Plate Offsets(X,Y): (10:0-1-8,Edge],[12:0-1-8,Edge],[13:0-1-8,Edge],[23:0-1-8,Edge] 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 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=839/0-4-4 (min.0-1-8),17=839/Mechanical • FORCES (Ib)-Max.Comp./Max,Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1522/0,3-4=1522/0,45=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 /3057,18-19=0/3057,17-18=0/1161 WEBS 9-23=-273/0,12-20=-282/0,13-19=0/322,2-27=1135/0,2-26=0/997,426=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 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 0c. p R p es LOAD CASE(S) Standard ��,\P *' 'Fi sVO2 87f22PE •r / yU) >" �A,., OREGON q, 4<U� �O ',7,1 `,1'�\ On 4.. HE pD,r .EXPIRES:116 0/2015 August 25,2014 f QWARNIMt-Verify design parameter and READ NOTES ONINISAND INCLUDEDMUEKREFERENCE PAGE MII.7413 real 1/29/2014SffOREUSE — • . 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 componentis 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 M7ek• 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/fPI1 QualilyCriteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 - Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. - - Citrus Heights,CA,95610 if Soutbem Pine(SP)lumber is specified,the design values are those effective 06/01/2013 byALSC Job • Truss . Truss Type Qty Ply 2610 D R42684363 PL13-291_UP H ' F03 Floor 5 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon.'.s',1.*:i : 7.430 s Jul 25 2013 MiTek Industries,fnc.Mon Aug 25 09:49:15 2014 Page 1 ID:_egh?ek1 p1 OgFEQgnUal oSyJt2m-6XA2YnieKJuFIPf1FNBBg9ckDklExsjsgau33BykJbo 1-3.15 I,_ I 1-2-0 1 I 0-8-13 I 28-0 I , Scale=1:11.6 3x4= 1 1.5x3 II 2 3 1.5x3 I I 4 3x4= 5 1.5x3 II • o eo L o e o e 1.5x3 II 3x4= 9 8 7 3x4= 3x4= I 1-6-15 I 2-1-15 I 2-8-15 2710.�r 6-0-12 1-6-15 0-7-0 0-7-0 0.1-8 3-2-5 Plate Offsets(X,V): f2:0-1-8,Edge],f7:0-1-8,Edge] LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) I/defl Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.17 Vert(LL) -0.02 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 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=261/Mechanical,6=261/0-3-8 (min.0-1-8) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)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 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 e.��� PR pee, .‘4,0iN6e 002 87022PE • 1-' -7 is.°REG N Ooh/ .EXP.fRES:Q6130/2015 August 25,2014 6 6 AWARM=-Vertydesign parameters mut READ ROffSONIHISAND MUM)MflEKREFEREtCZPAGEMII-7473 nem 1/29/2014 IMREUSE —_s 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 designerenot truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek• erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.-For general guidance regarding - _ fabrication;quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 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 ft Southern Pine(SP/lumber isspecltied,the design values are these effective 06/0±12013byMSC Job • Truss Truss Type Qty Ply 2610 D . R42684364 PL13-291 UP H F04 FLOOR 5 1- a.: . Job Reference(optional) Pacific Lumber&Truss Co.,: "':Lake Oswegot Oregon"., - 7.430 s Jul 252013.MiTek Industries,Inc.Mon Aug25 09:49:15 2014 Page 1 . ID:_egh?ek1p10gFEQgnUaloSyJt2m-6XA2YrxeKJuFIPftFNBBg9cjhkKyxtVsgau33BykJbo . . .__._ .._ ...-- .I 2-2-4 - I 1 3x4= 2 1.5x3 II Scale=1:8.8 0 N c h 4 3 1.5x3 II 3x4= I 2-5-4 I 2-5-4 LOADING(ps() SPACING 1-7-3 CSI DEFL in (roc) I/deft Lid 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/TP12007 (Matrix) Weight:12 lb FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 2-5-4 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=102/Mechanical,3=102/Mechanical FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)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 ��l\c PR.Op ���5 �tJCIN F'9 ��2` 87022P 11 1� `'i ER.\'` P,,R,Oy T.OREG•N ro OS 4�A., HE 4.11 EXPIRES:.nersoaots August 25,2014 a MARKING-Verify design parameters and READ MESON IRIS AND INCLUDED MITEKREFEREM'f PAGE fel--7473 rem 1/29/2014&FOREIN -- Design valid for use only with MTek connectors.This design.is based only upon parameters shown,and a for an individual building component: _10° i . , Applicability of design'parameters-and proper incorporation of component is responsibility of building designer-not trussidesigner.Bracing shown - S 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 /I'�ek regarding - IY� fabrication;quality control,storage,delivery,erection and bracing,consult ANS1/l It Quality Criteria,DS6.89 and BCSI Bu9ding Component- • 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute.781 N.Lee Street,Suite 312•Alexandria,VA 22314. ._ . - Citrus Heights,CA,95610 , II Southern Pine[SP)lumbar is specified,the design values are these effective 06/01/2013 by JUSC i Job ' ; Truss Truss Type Qty Ply 2610 0 R42684365 PL13-291_UP_H ' F05 • Floor 2 - 1 b. Job Reference(optional) Pacific Lumber&Truss Co.,,•' i gke$5swego,Oregon • - E -.7.430 5lSuti25 2013 MiTek Industries,Inc.Mon Aug5 09:49:16 2014 Page 1 • ID:_egh?eklp10gFEQgnUaloSyJt2m-akkRmAyG5c06NZE4o4iQMM8pJ8Vfg9?03EeccdykJbn . 1 1-0-0 I... . . ._ ... 10.8.4 1 I 1-2-0 ii 1-5-8 11 2-0-0 II 1-2-0 II 2-3-8 I 2-6-0 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 _ ee N e/ \ a / :\0/ �`a'I \e a a I 1.11 B ® a III a• ®- 2 24 23 22 21 20 19 18 17 3x4= 4x5= 3x5= 3x5= 3x4= 3x6= 3x5= 3x4= 9-5-12 14-5-12 I 8-3-12 81-10-121 I 13-3-12 1f-10-1? 1 19-64 I 8-3-12 0-7-0 0-7-0 3-10-0 0-7-0 0-7-0 5-0-8 Plate Offsets(X,Y): [10:0-1-S,Edge],[12:0-1-8,Edpe],[17:0-1-8,Edge],[21:0-1-8,Edge] LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) Vdefl Lid 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 lncr YES WB 0.75 Horz(TL) 0.07 16 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:92 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) 25=853/0-4-4 (min.0-1-8),16=853/0-2-8 (min.0-1-8) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-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=0/3210,16-17=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=290/0,10-19=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/I-PI 1. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. <<-,R),VD P Rork- LOAD CASE(S) N Standard �c � j 141! s/02� Q :87o 2PE r 0 04 . �''3,.OnEG N rL O1.0 �O BER. \" r �8 A.. H:EC�P .EXPIRES:60/2015 August 25,2014 i A WARNING-Verity dean parameten and READ AT)IESON MIS APR)MUDDED MIEN REFEREACE PAGE 1411.1413 tea 1/29/1024 BEFORE USE Design valid for use only with Mitek connectors.This design k based only upon parameters shown•and is for an individual building component. , Applicability of desigwlearometers dndproper incorporation of component is responsibility of building designer-not truss designer.Bracing shown. i• is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responslbillity of the Wel(erector.Additional" pert7i'arieht brdcingOf the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality confrbl,storage,delivery,erection and bracing,consult ANSI/TPII Quality Cdfeda,DSB-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information'available from Truss Plate Institute,781 N.Lee Street,Suite 312.Alexandria,VA 22314. Citrus Heights,CA,95610 It Southern Pine OM levant isspecified,the design values ire those effective 06/01/2013byMSC Job • , . Truss Truss Type Qty , Ply- 2610 0 R42684366 PL13-291 UP H F06 Floor 4 1 - . . _ . Job Reference(optional) Pacific Lumber 8'Iriss Co., Lake Oswego,Oregon ,"...7:430 sJul 25 2013 MiTek Industries,Inc.Mon Aug 25 09:49:17 2014 Page 1 ., ID:_egh?eklpl.OgFEQgnUaloSyJt2m-3wlpzVVzuswaz?jpGMoDfvah?IXrePfH9HtNA84ykJbm ... ,. ...-_ 1 1-0-0 1.:.,„'. .. • . 10-8-4 ii 1-2-0 ii .1-8.8 ii 1-9-0 II 1-2-0 ii 1-5-8 l l 1-610 1 1-8-0 1 Scale=1:32.9 4x4= 3x4= 3x4= 3x4= 3x4= 3x4= 3x4= 3x5=- 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 18 ® e N O o 0 a 00 e e - O 26 25 24 23 22 21 20 19 18 17 3x4= 4x5= 3x5= 3x5= 3x4= 3x6= 3x8= 3x4= 9-5-12 145.12 I 8-3-12 EI-10-11I 13-3-12 1f,-10-1? 1 19-3-12 H 8-3-12 0-7-0 0-7-0 3-10-0 0-7-0 0-7-0 4-10-0 — Plate Offsets(X,Y): [10:0-1-8,Edge],[12:0-1-8,Edge],[13:0-1-8,Edge],f23:0-1-8,Edqe] LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) 1/defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.46 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 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=844/0-4-4 (min.0-1-8),17=844/Mechanical FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1531/0,3-4=1531/0,4-5=-2676/0,5-6=-267610,6-7=-3437/0,7-8=-3437/0, 8-9=-3834/0,9-10=-3834/0,10-11=3833/0,11-12=3833/0,12-13=3115/0, 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=0/312,2-27=-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/IP!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 n be attached to walls at their outer ends or restrained by other means. °v..J ,04- LOAD CASE(S) Standard ��o t��`X=G'Nls1 . `s/02 :87102PE •c o qr y t�,OT.0,0EG N (IS)X44 "16D�M1ER AN Q* S ,. HERS .EXPIRES:MO/2015 August 25,2014 1 r A MUM-Verify design parameters and READ NOTES ON 7NISAND FM11VED MIEK REFERENCE PAGE NI11413 rerr.1/29/2014 BfFORMRASE Design valid for use only with M7ek connectors.This design Is based only upon parameters shown,and is for an indMdual building component. , Applicability of design parameter tsnd 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. MITpi K• erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding • fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/CPI1 Quality Criteria,OSB-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 U5ou hhitaPintOM lumber is specified,th*design values art those effective 06/01/201:3 by MSC - • Job ' Truss Truss Type Qty Ply 2610 D R42684367 PL13-291JUP_H • F07 Floor 5 1 . Job Reference(optional) Pacific.Lumber&Truss Co.,. Lake Oswego,Oregon t',„' 7.430 s Jul 25 2013 MiTek Industries,Inc.Mon Aug 25 09:49:18 2014 Page 1 .. .• tD_egh?eklptOgFEQgnUaloSyJt2m-X6sBBs_WdEGgctOSwVkuRnEFQxJn8CHJWX7jgWykJbl 1 0-9-12 I I 2-6-0 • 1 . - Scale=1:11.9 1 3x4= 21.5x3 11 3 3x4= 41.5x3 11 e - ® • \ e 0 0 ry' N e/ e 3x6= 7 6 .3 .' 1.5x3 II 3x4= I 6-2-4 1 6-2-4 LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) 1/deft 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(TL) 0.00 5 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) 7=267/Mechanical,5=267/0-4-4 (min.0-1-8) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)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 ��E :PR,OF4- �co. N,r�INEF4 `S/02 ct 87Q22PE •• rMy Aj,.°REGOL 8 . H-� O � P� XPIRES:' 0/2015 August 25,2014 I QI%W E-VW p design parameters mut READMIES ON MS/dED MIMED . t mit . Design valid for use only with'MTek connectorsThis design is based only upon parameters shown,and k for an individual building component.,; Applicability of design pararrieters and properfnhorporation of oomp©hent 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 METeIC erector.Additional permanent bracing of the dvbrall structure is the responsibility of the building designer.For general guidance regarding - fabrication;quality control,storage,delivery,erection and bracing,consult ANSI/MPl1 Qualify Criteria;DSII-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 • Safely Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. - - .': Citrus Heights,CA,95610 if Southern Pine(SP)lumber is specified,the desipsvairm are those effective o6/o1/aoa3 by MSC Job ' Truss Truss Type Qty Ply 2610 D • • R42684368 PL13-291 UP H F08 Floor 1 1 Job Reference(optional) • Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.430 s Jul 25 2013 MiTek Industries,Inc.Mon Aug 25 09:49:19 2014 Page 1.s::r•, . ID:-egh?ek1p1 OgFEQgnUa1 oSyJt2m-?JQZOC_80XOhE1 yeUDF7_?mMzLbktZySIBsHCyykJbk • ._ , . 1 1-0-0 1 . . _. fl-7-8 I.I 1-2-0 ii 1-8-8 II 1-9-0 I I 1-9-0 I I 1-5-8 I I 1-6-0 1 7-fi-0 1 . Scale=1:32.8 4x4= 3x4= 3x4= 3x4= 3x4= 3x4= 3x4= 3x5= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 e o • eo e e o ® 0 0 0 ee 2.. 26 25 24 23 22 21 20 19 18 17 3x4= 4x5= 3x5= 3x5= 3x4= 3x6= 3x8= 3x4= 14-5-0 I 8-3-0 F.-10-0 5-0 1 13-3-0 13-10-01 1 19-3-0 1 8-3-0 0-7-0 7-0 3-10-0 0-7-0 0-7-0 4-15-0 Plate Offsets(X,Y): [10:0-1-8,Edge],[12:0-1-8,Edge],[13:0-1-8,Edge],[23:0-1-8,Edge] LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.45 Vert(LL) -0.21 20-21 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.42 Vert(TL) -0.33 20-21 >705 360 BCLL 0.0 Rep Stress Ina YES WB 0.55 Horz(TL) 0.00 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:93 lb FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 DF 2400F 2.OE(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF 2400F 2.OE(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing:26-27,25-26,17-18. REACTIONS (lb/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 (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1525/0,3-4=-1525/0,4-5=-2663/0,5-6=-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=0/684,17-18=1471/0 WEBS 9-23=-284/0,12-20=274/0,13-19=0/311,2-27=1155/0,2-26=0/980,4-26=-884/0, 4-25=0/711,6-25=-612/0,6-24=0/444,8-24=-418/0,8-23=0/500,12-21=0/900, 11-21=264/0,10-21=-106/282,15-17=-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 1.5x3 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. `fag)PRAF,S 6)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 "� 4S be attached to walls at their outer ends or restrained by other means. eco. ( �N�F61' X02 LOAD CASE(S) Standard8 9. 2PE / 'r ,N A0i,ORREGO Ro 1-14 9�, �Mf R \1 Vr EXPIRES:f 0/201.5 August 25,2014 t i - AWARNDW-Verify design para meters and READ AWES ONTNISAM INCLUDED NREKREFERENCE PAGE M11-1413rerc1/29/2014BEFOKEUSE Design valid for use only with M7ek connectors.This design is based only upon p4rarneters shown.and s for an individual building component. Applicability of design parameters and proper Incorporation of component Is tespoNsibility of building designer-not truss designer.Bracing shown ��/�;�pkr f -- Is for lateral support of individual web members only.Additional temporary bracing to Insure stability during construction is the responsibillity of the MiTele erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 1 i 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 Infopnatlon available from Truss Plate Institute,781 N.Lee Street,Suite 312 Alexandria,VA 22314. - CBtus Heights,CA,95610 • 111a:themPhut(SP)tumberis,specified,thedealenvaluesarsflws*effective 0601/2013 byAtSC Job • Truss Truss Type i Qty Ply 2610 D R42684369 PL13-291 UP_H F09 Floor2 1 Job Reference(optional) , Pacific Lumber&Truss Co„ Lake Oswego,Oregon - - 7.430 s Jul 25 2013 MiTek Industries,Inc.Mon Aug 25 09:49:20 2014 Page 1- '-•i - ID:_egh?eklplOgFEQgnUaloSyJt2m-TV xcY?m9rWYsBXrlwnMXCJbwl?Gc6sbzrcglOykJbj I 0-8-4 1 1 2-6-0. Scale=1:11.6 1 3x4= 21.5x3 I I 3 3x4= 4 1.5x3 II 6 a- L O 6 NN k . - . . .,_ ° 3x6= 7 6 1.5x3 11 3x4= I 6-0-12 I 6-0-12 LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) I/deft 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 0.18 Horz(TL) 0.00 5 n/a n/a BCDL 5.0 Code 1BC2012/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) 7=261/Mechanical,5=261/0-2-8 (min.0-1-8) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)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 ',0? .�R.ftn ,c 04, INEF /o 2 ' ;87022P/ •1- -7 cc‘4›..QR GON cp O4ll� .CXP.IRE•5: 0/2015 August 25,2014 t. I • AWARNING-Verify design parameter and READ NOTES ONIRIS AND i Nam; NCE PAGE MII-1473rex 1/29/201dBEFOREWE •H i Design valid for use only with.MRek connectors.This design is based onlVurr�r rrt{patameters shown,and is for an individuaLbuilding component. ;r r Applicability of design parameters and proper incorporation of compotie$f(4esponsibility'of building designer-not truss designer.Bracing shown fe is for lateral support of individual web members only.Additional tempora bracing-to Insure stability during construction is.the responsibtrity of the ��•r • erector,Additional permanent bracing of the overall'stnrcture is the resport4ibilityof the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TP11 Quality Criteria,DSB-B9 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,'OA,95810 It Southern Pine(514 tumbes b specified.the design values are the*efecsive06/Dif2O13 by MSC Job ' Truss Truss Type Qty Ply 2610 D R42684370 PL13-291 UP H F10 Floor 2 1 Job Reference(optional) • Pacific Lumber&Truss Co., Lake Oswego,Oregon .. - ^• 7.430 s Jul 25 2013 MiTek Industries,Inc.Mon Aug 25 09:49:21 2014 Page 1. •�`.��i:" - ID:_egh7eklp1OciFEQgnUaloSyJt2m-xhXJpu0Ow9ePTK6lbeIb3Qrd29CNLPSCVLNHrykJbi 1-0-0 1 0-1 1-4 I I 1-2-0 ii 1-9-0 II 1"8-8 ii 1-2-0 19$1.211 1-3-0 I 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 18 • e‘,.' e e I,,,T, A \6"./- x-/./.. N / z N , B e ❑ o''.- e ❑ 9 O O e e , K 2 26 25 24 23 22 21 20 19 18 3x4= 4x5= 4x8= 3x5= 3x5= 3x5= 3x8= 3x4= I 2-2-4 12-9-413-441 7-2-4 17-9-418-4-41 19-8-0 I 2-2-4 0-7-0 0-7-0 3-10-0 0-7-0 0-7-0 11-3-12 Plate Offsets(X,V): [4:0-1-8,Edgel,[6:0-1-8,Edge],[7:0-1-8,Edge],[26:0-1-8,Edge] LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) 1/deft L/d 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 Horz(TL) 0.07 17 n/a n/a BCDL 5.0 Code IBC2012/rP12007 (Matrix) Weight:94 lb FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 DF 2400F 2.OE(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF 2400F 2.OE(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 17=859/0-4-4 (min.0-1-8),27=859/0-2-12 (min.0-1-8) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)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=0/1015 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 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. op.PRO - LOAD CASES) Standard 'C,-N,- NOI N4, % ,, ;87 .. 2PE r 7 41,.011 EG•N ti�oZN ARES:00/2015 August 25,2014 t r A WARNING-Verity design parameters and READ MIES ON 7HISAND INCLUDED MTUERRFFERBYCX PAGE NII--7473 reg.1/29/20U Off( EL& — I, I - Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an indMdual building component. .i. Applicability of design parameters and proper incorporation of component Iftespons159Gfy of building desigher-not inns designer.Bracing shown - •a tt6 t is for lateral support of indMdual web members only.Additional temporary bracing to Insure stability during construction is the responsibillity of the K A'�e�� erector.Additional permanent bracing of The overall structure is the responsibility of the 'Y building designer.For general guidance regarding RI PPE* quality control,storage,delivery,erection and bracing,consult ANSI/011 Quality Criteria,DSB-89 and SCSI Building Component 7777 Greenback Lane,:Suite'!'109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312.Alexandria,VA 22314. . Citrus Heights,CA,95610'' ftSout ere Phte(SPilumber;sspecNted,thedesIgnvaluesarethoseslfesttve06/01/2013byALSC Job - Truss Truss Type Qty Ply 2610 0 R42684371 PL13-291 UP H F11 • Floor 3 1 .. - • Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon. .•. -,i.i;.,� :. ' 7.430 s Jul 25 2013 MiTek Industries,Inc:Mon Aug 25 09:49:23 2014 Page 1 rj,: ,r . ID:_egh?ek1p1OgFEQgnUaloSyJt2m-t4f4Ea2fSmu7jeGQj3K38nlziyapL_2gpgULjykJbg 1 7.8.0 1 i. - P-5-411 1-2-0 1 1 0-11-8 1 .. 1 1-2-0 j1 1-11-4 1 Scale=1:28.3 3x5= 3x4= 3x4= 3x5= 3x4= 1 2 3 4 5 6 7 8 9 10 e e v e I e e e :P. e \ o N o - e e e e e e • 1 17 16 15 14 13 12 .e. 3x4= 3x8= 3x4= 3x8= 3x4= g.�.8-10-12 14-512 I �-4 O_i z �-----0 I 133 0-0z 113-10-12 �s-7--0 0-7-0 1 '2-2-4 1 0-7-0 Plate Offsets(X,Y): [6:0-1-8,Edge],[8:0-1-8,Edge],[9:0-1-8,Edgej,[16:0-1-8,Edge] LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) 1/deft L/d 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/TPI2007 (Matrix) Weight:76 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) 18=727/0-4-4 (min.0-1-8),11=727/0-2-12 (min.0-1-8) FORCES (Ib)-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 ec.i\O PR.OF�s �� CINE4 trv0 27 87. 2PE • 7 T,-0)„.O tEGO rye 10. 'illkiiER A\ Q4/ .EXP1RES:X0/2015 August 25,2014 A WARNIRG-Verify design parameters and READ MJ7ESON MIS AND iM1LJED M17EXREFERENCE AAGE.1.IT-7473 reit/29/2014 WORE USE Design valid for use only with Mitek connectors.This design is based only upon parameters shown,and is for an individual building component. .,.. " ' Applicability of design parameters and proper incorporation of component 8responsib lty of building designer-not truss designer.Bracing shown u for lateral support of individual web members only•Additional temporary bracing to insure stabifty 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 Quality Criteria,DSB-89 and SCSI Building Component - 7777 Greenback Lane,Suite 109 i Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312.Alexandria;VA-22314. • Citrus Heights,CA,95610 ft SouhernPine(SP)hu berisseeci ed the design values ant t oseefective06/01 1013 by AMC • Job ' Truss .. Truss Type Qty Ply 2610 D R42684372 PL13-291 UP H F12 ' Floor 3 1 Job Reference(optional) Pacific Lumber&Truss Co, Lake•Gswego,Oregon,lit i. • • • 7.430 5 Jul25 2013 MiTekindustries,Inc.Mon Aug 25 09:49:23 2014 Page 1 i • ID:_egh?ekl p1 OgFEQgnUa1 oSyJt2m-t4f4Ea2fSmu7jeGQj3K38rx5dy?6pSB2gpgULjykJbg • 7-6-0 I 1-9-11 I I 1-2-0 ' I 0-7-1 I. Scale=1:17.1 1.5x3 II 3x4= 1.5x3 I I 1.5x3 I I 3x4= 1.5x3 II 1 2 3 4 5 6 o • o- o a N N I e e --) .- 3x4= 1 9 8 7 3x4= 3x4= 3x4= I 45-3 41311 5-1-11 I 5.8-11 5-I10r3 9-0-12 4-5-3 0-1-8 0-7-0 0-7-0 0-1-9 3-2-9 Plate Offsets(X,Y): [8:0-1-8,Edgel,[9:0-1-8,Edge] LOADING(psf) SPACING 1-7-3 CSI DEFL in (lac) 1/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.21 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(TL) 0.01 7 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:41 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=393/0-2-8 (min.0-1-8),7=393/Mechanical FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-826/0,3-4=-826/0,45=-826/0 BOT CHORD 9-10=0/720,8-9=0/826,7-8=0/738 WEBS 2-10=778/0,5-7=-796/0,5-8=0/306 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 �� 0 PR,OFF�,, mac tJCa!NE$' /02., 87 2PE •p y�F% °REGO ti oke 156 i R.A\ + �`9c�A.. I-1V- .EXP1RES: 0/201.5 August 25,2014 A WARMAG-Verifydes/gnparameters and READ AVIESONIRIS AND INCLUDED MIEN REFERENCE PAGE MII1473teati/29/ZDl/ t16E Design valid foruse only with MTek connectors,Thu design is based only upon parameters shown,and is foranjndividual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designej;-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during copstruction is the responsibillity of the •Mitek• erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding . 1 i .fabrication,quality control,storage,delivery,erection and bracing,consult ANSIRPII Quality Criteria,DSB-89 and SCSI Building Component "7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N:Lee Street,Suite 312,Alexandria,VA 22314. • - 'Citrus Heights,CA,95610 ItBoutbeunPine(SP)lumber isspecified the de ipsvalu saretheseafactive06/0512013byMSC Symbols , tering System A General Saf tp,A Notes PLATE LOCATION AND ORIENTATION e 1 3/4" Center plate on joint unless x,y 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property offsets are indicated. I I (Drawings not to scale) Damage or Personal Injury Dimensions are in ft-in-sixteenths. IlkApply plates to both sides of truss and fully embed teeth. 1 2 3 1. Additional stability bracing for truss system,e.g. TOP CHORDS diagonal orX-bracing,is always required. See BCSI. l/16' 2. Truss bracing must be designed by an engineer.For wide truss spacing,individual lateral braces themselves 4 may require bracing,or alternative Tor I 311111111-101E_ 0 p bracing should be considered. ��� �� O O U 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate c7 8 c6-7 c O� designer,erection supervisor,property owner and plates 0-144' 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 wae at joint • required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI i.n 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 E5 Reports: use with fire retardant,preservative treated,or green lumber. The first dimension is the plate 10.Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-1311,ESR-1352,ESR 1988 responsibility of truss fabricator.General practice is to to slots.Second dimension is ER-3907,ESR-2362,ESR-1397,ESR-3282 camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 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 ��j Indicated by symbol shown and/or SYP represents values as published specified. by text in the bracing section of the by AWC in the 2005/2012 NDS SP represents ALSC approved/new values 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing with effective date of June 1,2013 spacing indicated on design. if indicated. 14.Bottom chords require lateral bracing at 10 ft.spacing, , BEARING or less,if no ceiling is installed,unless otherwise noted. 15.Connections not shown are the responsibility of others. • Indicates location where bearings (supports) occur. Icons varybut 16.Do not cut or alter truss member or plate without prior ®�� reaction section indicates joint ©2012 MiTek®All Rights Reserved approval of an engineer. ® number where bearings occur. 17.Install and load vertically unless indicated otherwise. '- Min size shown is for crushing only. moi• e 18.Use of green or treated lumber may pose unacceptable environmental,health or performance risks.Consult with Industry.Standards: project engineer before use. ANS)/TPI l: National Design Specification for Metal 141111 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, iTe Ice 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, ANSI/7P11 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:Mi1-7473 rev.01/29/2013