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• <br /> • <br /> -1. Job Name: AMBROISE Truss ID: DD Qty: 3 Drwg: <br /> G sec X.to= nrsc: s:tt eCO2 :C 2x9 Sar slid2-Cast ••;PK.2=ATE NC-)r1:0A USEC-See lai:t Report.... 5PLIPT REACTION:S) i • <br /> c. 2-:2 :ss 5 12• :.5 SC 2x4 SPY a1i11-a-CAN Plating soar. : 2NSI TPI - 1595 Rapport CSC Kind Xan-Mind <br /> • <br /> 013 2 1. i- t 7:2 I S-• :.5:• KE6 2x3 SPY S22,-Chir T315 DESt:GS 2S ?KZ COCIYOSITE RESULT 0P 2 -252 lb <br /> Cla 553 3AMJ1eax!NIS ■hw.._.sr 5'.aced Os LI 2x4 SPY 41/02-CAN 6-2 !C-L=IP:.3 LOAD CASES. This truss is designed using the <br /> as the L_vss nater:ai at .a-a bear_ae Loaded tet 13 PSV non-ecrcurrent ACLL. IAC/:5C truss plate valves are basad on LSCi7-58 wind Specification <br /> Esq vertaea:s ace designed (or axial loads testing and approval as recitred tv 23C -703 Bldg Enclosed = Yes. Importance Factor . 1.02 <br /> -C [OR= 1.3.2. END 231 only unless noted otherwise. and 1N51,17I and are reported in available Truss Locat:or. - Tat Isd Sane <br /> 1-2 -6: c.cc 3.ce c.a.; Extensions a=ova or below :Lae truss profile documents sU-h as :CE2 01637. lurrieane/Ocean Line • Na Exp Category • b <br /> :if any) have been designed for loads 31dg Length . 40.00 ft, Bldg Width • 26.3C ft <br /> 3C rOa23 Lal:. roc 231 :indicated only. Horizontal leads applied at Kean roof height . 14.23 ft, mpb = 90 <br /> 2-a -11 c.cc 5.32 •:.7: the end of the extenaiens have net teen TE1 Standard Deeupancy, Dead Load • 12.0 per <br /> ceraidered unless shear_ A drop-leg to ar• Designed as Main Kind rerce Regis tir.p Sys ten <br /> xis react col ale SOME CSI otherwise Lnsuppc_:ed wall nay create a and Ccmponenta and CI-adding <br /> 1-3 -2SI c :2 2-0 (3 :.32 binge et feet that ressires additional design tributary Area = 3 sgEt <br /> 1-1 2C0 e.t9 ccrsideration ;ty others:. <br /> I4AX DAP..zc r:os: (span! c <br /> Li359 Mit 3-4 (LIFE: LC 21 <br /> L= 0.00" 0= 0.00" T= 0.=) <br /> Joist :.00a1.cs.e <br /> 1-5-03- 0- C 3 C- 0- 0 <br /> 2 1- 5- C 4 5- 0 <br /> 1-5-0 <br /> 1 2 <br /> 114.00 <br /> ra <br /> Vj <br /> tc 2-4 <br /> CT <br /> CO <br /> r".- <br /> CP 9.6 <br /> N T /r <br /> ur) } 5 <br /> 5.3 4 i :1.1\ 5-9d <br /> 5 <br /> 3.7-7 .I t 1 <br /> • k1I. <br /> vs <br /> 2.4 <br /> 3-6 <br /> ' 0-1,19 <br /> 1-5-4 <br /> 1-- I-5.0 <br /> 3 4 <br /> 1.5-0 <br /> 1-54 <br /> 12! 5/2006 <br /> All plates are 20 gauge Truswal Connectors unless preceded by"MX"for HS 20 gauge or"H"for 16 gauge.positioned per Joint Detail Reports available from Tnrswal software.unless noted. Scale:&+32"=1' <br /> WARNJVG Read tai note on this sheet and give a copy of it:o the Erecting Contractor. Eng.Job:.EJ- WORK ORDER# <br /> 4 th <br /> gid T-3 d:s rt it la as maridea:mailbag cusp:nue nos eus.-a�gxr. a:Jo r..teSusi o-sxt:Lcx:icns Feu,EJc.try Cc nenipOeetd.ranafacu r.' Chit:RM <br /> hid done in ac:e-:date;milt. :re <br /> t :.xsicesof TPI end.AF?A satin ati n is %i• x-:.bility is ns..:Red for. :nr.car d eas <br /> t .:0eDune-santDune-sant88717 <br /> Dune-sant Dsgnr:111JIC <br /> 1-1 <br /> s <br /> Qr (t Enneere .a:a Sr s e;.led Cy!he c.:mgcner:ma ;1 <br /> '_fa -n lair cr tse"Jiag d:rrre:1-,r rxIt[iLs: : I I .tui'd'3 -•nmMx aseain e lards - <br /> Building _11F:ec or.did Jer:6a Tx1:r nomad the:as.:r inui ctrl by di.ceI build/-r Cale a-i tx Fa t...t.r`p:bca:icn The deign 2.52.--2211:-31 1he tap rhea TC LIVe 35.00 psi DurFacs L=1.45 P=1.15 <br /> CO is talc.a:h%sed is*Cie n.•f r.1 Haar•aching xvi Ihr ioacn•.chop s Ines:.-}s.r.l h. ./gid sheer-•:•g rn_cr.l 3i.eals xaded.eines,a:htr.ist <br /> Components ::atr3 B,ninb sna..x Ia:,si s.•ppa� eetrave xs txx:bca a eJ_:r b.kl:::g length 7Ms c:1.IFenrrt ssu-:ria.be F:a:cd'n1. TC Dead 10.00 psi Rep M br Bud 1.15 <br /> [• I ens:.cnrsm the:will case do roister:crises:et.die a00372.-Iced IR.2r..4 v.ease:cxnra s slice curvets. Fla:cun ha-.Se.srauf BC Live 0.00 psi O.C.Spacing 2-0-0 <br /> Ci ?acts c e this suss in woo ester...4 the(6.I:e ins siaMrrds•'iainI old C.31ng oral:K:peni x s Icie:s J.p.0 ter%Teuswi soft%ay. <br /> C7 RHS_";PI I'.HTCA"-:Wird Tr-ss:sun::l r.:A:nericz3ianiud Doha.7esprs:b.l::vs.'KT LJI%GCOMPONENT SAFETY INFO2.?LtfuON'- BC Dead 10.00 psi Design Spec IRC <br /> N 146 Washington Ave.S. SCSI ani RC51 SUMMARY SHEETS'ty 1ATCA aid TPI The Tess?Ire r:.e:iluse LTPI.-s:teamed a:E3 O'axuria one.blac.soa. <br /> h Hopkins.MR 55343 (952)935-4902 a's:emit 537.1 . The A1•-.er::an Feer.sus Peter Assaeiaucr.: locoed s 5e <br /> AFPA)is 1:1:.c0. .en.Nu-_31e e33.Washinplen.OC 23335 TOTAL 55.00 psi Senn T6.5.41- 0 <br /> f <br /> N <br /> rte <br />