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<br />Job <br /> <br />Truu <br /> <br />TR* Type <br />COMMON <br /> <br />Qty Ply <br /> <br />35 1 PRICE CHECK <br />3.3T . Jan 6 1997 MiT ek Industries. Inc. Wed JuI 01 :1a-ss 1998 Page 1 <br /> <br />4.e.G <br /><4-&0 <br /> <br />e.o..o <br /><4-&0 <br /> <br />3.00f12 <br /> <br />4x4= <br />2 <br /> <br />~ <br />I <br />... <br />~ <br /> <br />1 ~I <br /> <br /> <br />I~ <br /> <br />e.o.o <br />e.o.o <br /> <br />LOADING CrmI: <br />TCLL 20.0 <br />TCDl 10.0" <br />BCLL 0.0': <br />BCDL 10.0,. <br /> <br />SPACING <br />Pllltee Incnue <br />L.LInber Incnae <br />Rep Stru81ncr <br />Code <br /> <br />2.0.0 <br />1.15 <br />1.115 <br />YES <br />SSBC <br /> <br />CSI <br />TC 0.21 <br />BC 0.21 <br />WB 0.03 <br /> <br />e.o.o <br />DEFL (in) (lac) lldeft <br />Vert(LL) 0.02 " 999 <br />Vert(Tl) 0.03 " 999 <br />Horz(TL) 0.01 3 nIa <br />MIn Length I U. deft · 360 <br /> <br />PLATES GRIP <br />M20(20ga) 249/190 <br /> <br />Weight: 29 (lbs) <br /> <br />LUMBER <br />TOP CHORD 2 X" SVP No.2 <br />BOT CHORD 2 X 4 SYP No.2 <br />WEBS 2:X 4 SYP No.3 <br /> <br />REACTIONS~) 1-348J0.3.8, 3-34810-3-8 <br /> <br />FORCES ! <br />TOP CHORD 1-2-681, 2~1 <br />BOT CHORD 3.4158. 1-4-668 <br />WEBS 2-4-87 <br /> <br />NOTES <br />1) Thla an.. hu been deaigned with ANSVfPI 1.1995 criteria. <br /> <br />LOAD CAlE(S) Sa.nct.rd <br /> <br />BRACING <br />TOP CHORD ShQthed or ~ on center purtln epaclng. <br />BOT CHORD Rigid ceiling directly applied, or 1().()O.O() on c.W bracing. <br /> <br />;: <br />