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<br /> LOADING (psi] SPACING- 2-0-0 CSI DEFL. in (loc) I/ciefl Lid I PLATES GRIP
<br /> TOLL 25.0 Plate Grip DOL 1.15 TO 0 24 i Vert(LL) 0.02 23 • nlr 120 1 : MT20 220/195
<br /> TCDL 7.0 I Lumber DOL '1.15 BC 0.05 I Vert(CT) -0.03 23 n/r 90
<br /> BOLL 0.0 " Rep Stress Incr YES WB 0.05 1 Horz(CT) 0.00 22 n/a n/a 1
<br /> BGDL 8.0 Code 10C201511'Pt2014 Matrix-SI 1 I Weight: 193 Ib FT=0° •
<br /> LUMBER- BRACiNG-
<br /> TOP CHORD 2x4 DE No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
<br /> DOT CHORD 2x4 OF No.2"Except' CBOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
<br /> B2:2x8 OF SS 6-0-0 oc bracing:33-34,32-33,31-32.
<br /> WEBS 2x4 DF No.2
<br /> OTHERS 2x4 OF No.2 Mit6k recommends that Stabilizers and required cross bracing 1
<br /> be installed during truss erection,in accordance with Stabilizer j
<br /> Installation guide•
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<br /> (p.) SPACING- 2.-0-0 CS!. - _--_
<br /> TCLL 25.0 Plate Grip DOL 1.15 TC 0.83 Vert(LL)
<br /> in (lot4 757 Ltd40 PLATES GRIP
<br /> TCD1. 7.0 Lumber DOL. 1.15 lert(LT -0.64 13-14 >757 180 1 MT20 27.0/195
<br /> BOLL 0.0 " Rep Stress!nor NO I/1 B 0.38 Vert(CT) -0.64 13-'I<I >438 180
<br /> BCDt- 8.0 Code IBL'2015/TPI2014 1 Horz(CT) 0.04 10 n/a n/a
<br /> Matrix-Sli i Attic 0.2013-14 739 360 t Weight:483 lb FT=0%
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<br /> I_!MI3F_R» •
<br /> • TOP CHORD 2x4 OF No.2"Except" BRAGING-
<br /> • T2.:2x8 OF 2250E 1.9E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
<br /> DOT CHORD 2x8 OF SS • f3OT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
<br /> WEBS 2x4 OF No.2
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<br /> P L A N N I N G D E S I G[mi CONSULTING „___._____.----____.....__.____._.___.__...._____._____.__..._.._._..._ _......._.-_..._____ __-:
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