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<br /> Job_— Truss 'Truss Type — —- -----_.-----..-
<br /> Qty Ply I JOHNNY DUNN - - i Job 1 Truss Truss Type--_ -_-._-__--_. ;Qt i PI I —1
<br /> 11i I y y JOHNNY DUNN
<br /> 8154953 �T0t Attic .17 1 ' -6164953 !GEO1 `GABLE 12 I 1
<br /> j i _I Job Reference(optional) i i I I I 'Job Reference(optional)
<br /> Love>Truss,Inc_.Ferndale.WA 98248 8.010$Jul 20 2016 MiTek Industries,Inc. Mon Jan 09 084826 2017 Page 1 ,
<br /> Truss.Inc..Ferndale.WA 98248 8.010 s Jul 20 2016 MiTek Industries,Inc. Mon Jan 09 08:49:04 2017 Page 1
<br /> lD:6cd28JcNDr9IhNDkBRPR 1 Py8eGO-LBpc 13JIkOvOZn V90 j48yhKCyhhr2U9EvwSNQzx6SZ ID:6cd28JcNDr9IhNDkBRPR 1 Py8eGO-EV6z?3n7o3h?7cPT1 zP_gzGgdGfakEulzp7SiDzx6Rz
<br /> 25-0-0 25-0-0
<br /> r4-O-r1 5-10-4 9-4-3 12-0-0 13-5-8 14-7-13 18-1-12 23-6-8 24-0-0�i 110-61 1 1 1 I $ 1-4p 5-10-4 9-4-3 10-6-8112-0-0,-035.874-7-13 18.1-12 23-6-8 2Q 0
<br /> ,__. ... ......-._1-.O.p y.•............ _.5-.i0.4<.,_, _,_ _... .3.5.93. __.3.3-5. A._5-&...,...1.5.&..,_1-2-5 ._._3.5.15 ...:..._.__. �,u-_.... 1 F 110-6-81 I 7 I 0� I
<br /> 54..12.............. ._5�.- .......-. -..-._., .,.,_.,-,._. ,13Z�Q .._...._�-.AZO-4 .- 3575.... 1 2 5 1,5,8 7 5 8,. 2.5_......,.,35-15 _._.._..�5-412- -.. --'1•-0A - ,..,,_ .1-0-0 Scale=1:59.0 —
<br /> 4x6- Scate 158- -
<br /> 4x6= 5
<br /> r 2x4= W552x4= 2x4= W5 2x4=
<br /> 5.00112 4 93 6 5.00 rii
<br /> 1.5x4 I I t 5x4 II 7.5x4 II
<br /> I 14
<br /> 3 7 7
<br /> 3
<br /> 4x4 I• i I 4x4 4x4 4x4
<br /> d 1 2 I', 11- 8 9 2 II 8*4-..a9
<br /> •
<br /> i N : If VZ 1 c
<br /> /.1 1
<br /> ,„,, I' ,,, I I 9 I N, lc i . , 0
<br /> 1. tklIN iliNt._Egl1114m11111111..Mr- -r,...`1-____.44 : 1 x . I
<br /> 13 12 11 10 13 12 11 10
<br /> 1.5x4 II 6x8- 6x8= 1.5x4 II
<br /> 6x8= 6x8=
<br /> I
<br /> 5-10-4
<br /> 104 12-0-0 f • 18-1-12 i _ 24.0.0 I I • 540-4 I 12-0-0 I . ....1.8.1-12 +- 24-Q-0. ._ y
<br /> 5-10-4 6-1-12 6-1-12 5-10-4 5-10 6-1-12 6-1-12 5-10-4
<br /> Plate Offsets(X,Y)-- 11:0-2-12,0-3-4112:0-2-12,0-3-0] Plate Offsets(X,Y)-- [11:0-2-12,0-3-0),[12:0-2-12,0-3-0)
<br /> l I
<br /> LOADING(psf) SPACING- 2-0-0 CSI.
<br /> 1DEFL. in (loc) Ildefl Ud I PLATES GRIP LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP
<br /> TCLL 25.0 Plate Grip DOL 1.15 TC 0.63 Vert(LL) -0.41 11-12 >698 240 MT20 220/195 TCLL 25.0 Plate Grip DOL 1.15 TC 0.63 Vert(LL) -0.41 11-12 >698 240 MT20 220/195
<br /> TCDL 7.0 Lumber DOL 1.15 BC 0.97 I Vert(TL) -0.68 11-12 >417 180 TCDL 7.0 Lumber DOL 1.15 BC 0.97 I Vert(TL) -0.68 11-12 >417 180
<br /> BCLL 0.0 * Rep Stress Incl. YES WB 0.26 Horz(TL) 0.01 10 n/a n/a BCLL 0.0 * Rep Stress Incr YES WB 0.26 I Horz(TL) 0.01 10 n/a n/a
<br /> BCDL 8.0 Code 1RC2012/TP12007 Matrix-SH 1 Attic -0.34 11-12 421 360 Weight:164 lb FT=0% BCDL 8.0 • Code IRC2012/TPI2007 Matrix-SH Attic -0.34 11-12 421 360 Weight:193 lb FT=0%
<br /> LUMBER- BRACING- LUMBER- BRACING-
<br /> TOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, TOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
<br /> BOT CHORD 2x4 DF No.2'Except` except end verticals. BOT CHORD 2x4 OF No.2*Except* exceotend.verticals.
<br /> • B2:2x8 OF SS BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. B2:2x8 DF SS BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.
<br /> WEBS 2x4 DF No.2 1 MiTek recommends that Stabilizers and required cross bracing I WEBS 2x4 DF No.2 MiTek recommends that Stabilizers and required cross bracing
<br /> be installed during truss erection,in accordance with StabilizerOTHERS 2x4 OF No.2 be installed during truss erection,in accordance with Stabilizer
<br /> Installation guide. I Installation guide.
<br /> REACTIONS. (lb/size) 13=1272/0-5-8 (min.0-1-9),10=1272/0-5-8 (min.0-1-9) REACTIONS. (lb/size) 13=1272/0-5-8 (min.0-1-9),10=1272/0-5-8 (min.0-1-9)
<br /> Max Horz 13=-110(LC 6) Max Horz 13=-110(LC 6)
<br /> Max Gray 13=1469(LC 2),10=1469(LC 2) Max Grav 13=1469(LC 2),10=1469(LC 2)
<br /> FORCES. (Ib)-Max.Comp./Max-Ten.-All forces 250(Ib)or less except when shown. FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
<br /> OP CHORD 2-3=-1189/0,3-4=-1089/0,4-5=-48!542,5-6=-48/542,6-7=-1089/0,7-8=-1189/0, TOP CHORD 2-3=-1189!0,3-4=-1089/0,4-5=-48/542,5-6=-48/542,6-7=-1089/0,7-8=-1189/0,
<br /> 2-13=-1473/0,8-10=-1473/0
<br /> 2-13=-1473!0,8-10=-1473/0
<br /> OT CHORD 11-12=0/1022 BOT CHORD 11-12=0/1022
<br /> EBS 7-11=-342/237,3-12=-342/237,4-14=-1452/0,6-14=-1452/0,2-12=0/1281,8-11=0/1281 WEBS 7-11=-342/237,3-12=-342/237,4-14=1452/0,6-14=-1452/0,2-12=0/1281,8-11=0/1281
<br /> OTES- NOTES-
<br />)Unbalanced roof live loads have been considered for this design. 1)Unbalanced roof live loads have been considered for this design.
<br /> Wind:ASCE 7-10;VuIt=110mph(3-second gust)V(IRC2012)=87mph;TCDL=4.2psf;BCDL=4.8psf;h=25ft;Cat.II;Exp B;enclosed; 2)Wind:ASCE 7-10;Vult=110mph(3-second gust)V(IRC2012)=87mph;TCDL=4.2psf;BCDL=4.8psf;h=25ft;Cat.II;Exp B;enclosed;
<br /> MWFRS(envelope)automatic zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate MWFRS(envelope)automatic zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate
<br /> grip DOL=1.60 grip DOL=1.60
<br /> As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry
<br /> the responsibility of the fabricator to increase plate sizes to account for these factors. Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1.
<br /> This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is
<br /> `This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide the responsibility of the fabricator to increase plate sizes to account for these factors.
<br /> will fit between the bottom chord and any other members. 5)All plates are 1.5x4 MT20 unless otherwise indicated.
<br /> Ceiling dead load(5.0 psf)on member(s).3-4,6-7,4-14,6-14; Wail dead load(5.0psf)on member(s).7-11,3-12 6)Gable studs spaced at 2-0-0 oc.
<br /> Bottom chord live load(40.0 psf)and additional bottom chord dead load(10.0 psf)applied only to room.11-12psf
<br /> This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and 7)This This truss hasa beene designed for a live loadottom chord on theh load bottomnonconcurrentordinl with any a ease loads.
<br /> 8) has been designed for a of 20.Opsf chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
<br /> referenced standard ANSI/TPI 1. will fit between the bottom chord and any other members.
<br />)Attic room checked for L/360 deflection. 9)Ceiling dead load(5.0 psf)on member(s).3-4,6-7,4-14,6-14; Wall dead load(5.0psf)on member(s).7-11,3-12 •
<br /> 10)Bottom chord live load(40.0 psf)and additional bottom chord dead bad(10.0 psf)applied only to room.11-12
<br /> OAD CASE(S) Standard 11)This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and
<br /> referenced standard ANSI/TPI 1.
<br /> 12)Attic room checked for L/360 deflection.
<br /> LOAD CASE(S) Standard
<br /> (7/
<br /> iii ),
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