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Ply:1 SEQN:206491 /T2/ATIC <br /> ;on Qty: 13 FROM: [ <br /> Wgt:317.8 Ibs Page 1 of 2 <br /> i 14'1IT <br /> r- 14'118 14'11'8 <br /> r 04X8(R) <br /> `,.N2 T2 W4 <br /> ♦� TZ 7? <br /> c2.5X4E C�-2.5X4 <br /> 06X6D H%6X6 <br /> 12.5X8C 82®2X4 A2.5X8 <br /> Tl <br /> W3 T1 <br /> 16X8(R)I io J A6X8(R) <br /> Tisr W3 <br /> m q K <br /> Wi W2 Wf <br /> 1 <br /> 6%10 <br /> R 1HO308 at sH0714 0 ®H0308 <br /> 6'9' 16'S 67 2. <br /> 2 T + 23'2' <br /> riteria Snow Criteria Code/Misc Criteria Defi/C <br /> d: ASCE 7-16 Speed: 115 mph (Pg,Pf in PSF) Bldg Code: IRC 2018 PP De <br /> re:Closed Risk Cat:II EXP:C Pg:40.0 Ct:1.1 TPI Std: 2014 VERTI <br /> i.0 psf BCDL:6.0 psf Pf:30.8 Rep Factors Used:Yes VERT( <br /> eight: 17.91 ft <br /> Parallel Dist:0 to h/2 CAT:II Ce:1.0 FT/RT:12(0)/5(0) HORZ <br /> st a:3.00 It ft Lu: - Cs:1.00 Plate Type: HORZ <br /> n endwall:Any Snow Duration:1.15 WAVE,HS Mfg Sf <br /> 3Cpi:0.18 <br /> iration:1.60 VIEW <br /> Purlins <br /> In lieu of structural panels or rigid ceiling <br /> to laterally brace chords as follows: <br /> Chord Spacing(in oc) Start(ft) <br /> /4 2x4 SP#1; BC 120 0.00 <br /> BC 58 9.28 <br /> Apply purlins to any chords above or bel <br /> ;f non-concurrent live load. at 24"OC unless shown otherwise abov, <br /> :-8 8:Live Load:40 PSF. Dead Load: Collar-tie braced with continuous lateral <br /> s: 10 PSF <br /> :)w loads. <br /> READ AND FOLLOW ALL NOTES ON THIS DRAWING! <br /> THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS <br /> in ,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building <br /> nd SBCA)for safety practices prior to performing these functions. Installers shall provide temporary <br /> 'e,top chord shall have properly attached structural sheathing and bottom chord shall have a propperty <br /> for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 610, <br /> of truss and position as shown above and on the Joinf Details, unless noted otherwise. hefer to <br /> tions. <br /> ments Group Inc.shall not be responsible for any deviation from this drawing any failure to build the <br /> x for handling shirppinq,installation and bracingg gqf trusses.A seal on this drawing or c ver p, e,. <br /> once of pprofessional engineering respon31b41ity solely for the design shown. The suiabilii} <br /> icture is Ke responsibility of the Building Designer per ANSUTPI 1 Sec.2. <br /> ,age and these web saes ALPINE' www alpineitw com'TPI: www tpinst org;SBCA www sboindustry eom'ICC: www iccsafe.o <br /> Ply:1 SEQN:206491 /T2/ATIC <br /> ;on Qty: 13 FROM: [ <br /> %At..1.'31 IF," D-.i.e 7 of 7 <br />