Laserfiche WebLink
CSI <br /> , <br /> N Job Name: AMBROISE Truss ID: E-CG Qty: 2 Drwg: <br /> tv ex3 A-dor ria est- 0::c xsC-3 TC 2x4 asp 52/52-CAE Plating spec : ANa1/7PI - 1555 UPLIFT a2ACTI3H157 = t <br /> 1 C. -.:2 056 3.50• 1.50- CC 2x4 SPF P1/82-CAS 1IIS DBS:GC :a TNI CONDOS_2E PTSD T 07 Support CLC Wind Nen-Wind <br /> a2 <br /> 2 '- C-:1 662 3 CO- 1.50- 7153 2x1 SPP STDD-CIN N.XPLI LOAD CASTS. 1 -3E2 lb <br /> a ssuc:sceWrs ano.3 Bre t...d =x6Y g_I=ER 2x4 SPP P1/82-CAS =HC/:SC truss plate values are based on 2 -509 lb <br /> on the lues materia: at eech tea::cg Lun=Er sheet allosrables ace per h75. testing and approval as required by IBC 1703 1IORTZCATA: REACTION-3) <br /> Loaded for IC P57 non-concurrent P.2_. and ANSI/:FI and are reported in available support 1 18e lb <br /> I_ t:a^z Arm Iwo Ce: permanent bcacinp is required (by ethers! co documents such as ICED 51607. This truss is designed using the <br /> 1-2 -433 -.3 3.17 3.16 prevent rctation/toppling. See PCS1 :-03 End verticals are designed Oct axis: loads A3C87-9e Wind Specificat.cL <br /> 1.2 -561 :-.3- e 3.:i 3.76 and ANS=/TF- L. only unless noted otherwise. Bldg Inclosed - See. Importance Factor • :,CC <br /> 2.1 -171 :.3 3.:5 3 76 Extensions above or below the truss profile :truss Locaticr. - So: lad Eche <br /> f any) have been designed for loads Hurricane/Ocean line a No Bxp Category " B <br /> E: r22C.3 ax. o der indicated only- Horizontal Lands applied at Bldg Leng.b " 90.3C Et, Olde Kid:h " 25.30 It <br /> 4•5 4C5 :.3' 3.et 0.7C :he end of the extensions have not been Mean roof height = 24.17 ft. mph . <br /> 00 <br /> considered unless shown. E drop-leg to an T71 Standard Occupancy, Dead Load - 12.0 psi <br /> vee POeCI =- tits FORCE :Et otherwise unsupported yell ray create a Designed as Kalb Kind Force Cesist_ng Systme <br /> 1.5 -51C C.So s_os. 1:s c.:6 hinge effect that require.. additional design and Components end Cladding <br /> 3-5 -226 C.13 consideration tby others:. tributary Area - 23 egEt <br /> LOAD GSI el DBS=cls LORDS <br /> Dir L-Plk G.loe 2.516 a.Lee LL/7L <br /> TC Vert 120-30 - 2- 1- 0 110.00 6- 0- 0 0.64 <br /> TC Vert 90.30 0- 0- 0 50.00 1- 8- 2 0.78 <br /> TC Vert 45.70 1- 8- 2 45.00 )- 8- 2 8.78 <br /> TC Vert 90.30 3- 8- 2 50.20 4- 6- 1 0.78 <br /> TC Yert 95.00 4- 6- . 95_00 6- e-- 1 0.78 <br /> TC Vert 50.00 6- 6- . 50.30 0- -a- 3 0.78 <br /> SC Vert 2C.00 0- 0- 0 20.03 1- e- 2 0.00 <br /> PC Vert 20.03 1- 8- 2 LC-03 3- E- 2 0.00 <br /> _ EC Vert 20.03 1- 8. 2 20.03 4- 6- 1 0.00 <br /> 4-1-2 4-1-2_y EC Vert 16_03 4- 6- 1. 10.03 6- 6- 1 0.00 <br /> 4-1-2 84.1 PC Vert 2C_03 6- 6- 1 20.0-3 8- 2- 3 0.00 <br /> ..Type... lbs I.OoC LL/TL <br /> TC Vert 69.0 - 2- 1- 0 2.00 <br /> 1 2 3 CAITI GE POINT LCAD£ <br /> ETD* I.Loe Max/Dur Kit/Dar <br /> l� 99_ :C Vert 2- 8- 2 92/1_15 -91/1.60 <br /> 2-4 :C Vert 2- 6- 2 83/1.15 125/2.60 <br /> 1OVert ert 3- 6- 1 18301.15 •125/1.60 <br /> :C Vert 5- 6- 1 183/1.15 .125/1.60 <br /> M BC Vert 2- 9- 2 5JC_93 -L/1.60 <br /> C BC Vert 2- 0- 2 5/C.90 -1/1.60 <br /> C. 246211 <br /> RR 2? I BC Vert 5- 6- 1 48/1.25 -15/1.60 <br /> C4 1 4 i BC Vert 5- 6- 1 48/1.25 -15/1-60 <br /> CM 7-6-9 R I 7-6.9 <br /> 8-104 MAX DEFLECTION lapin: t - <br /> 3„4 1 SHIP L1E40 MEN 0-5 iL_'VII LC <br /> 3-4 i 11 L -0.15 C. -0.18" T. -0.33' <br /> 4-4 l <br /> Iia i .i.-.o a0- 0Loca9 C- 0- 0 <br /> 34 <br /> 2 4- 1- 2 <br /> 3 s- 2- 3 S E- 2- 3 <br /> 2 5 <br /> e-2a <br /> t <br /> tq 5 <br /> 8-2-3 <br /> 88-2.3 <br /> 12/ 5/2006 <br /> All plates are 2D gauge Truswal Connectors unless preceded by"MX'for HS 20 gauge Of-H"far 18 gauge,positioned pet Joint Detail Reports available from Truswal software,unless noted. Scale:5102"a I' <br /> WARNING Read all»ores on this sheet a»d give u copy of if to eke Erec:ilig Contractor. Eng.Job:MI. WORK ORDER# <br /> 1MEels da.gn is renin r..Stidur:buila--_g campenent::d:rss 2,e-.:r.:Jt'-.0 Ease bass:en speci:iaeuu p evide:.h I:7C 00.Tpaaeta noc6fi;mret Che:RM <br /> , E Engineered sat dome in icevraiec with-.re exr.:te,icns c:TPI and AFL.:coign standsIts Nr r ei.nsibr.: is atnn ed far d urmor..1 a:cunt.• Damn:au Dagnr:fAJK 87601 <br /> sae to be serif::e bn.:3:exnptnen:mateladarr.rL o•Wei:a'i-ngrcr r.•r sa fitri:ai::n T ht bc:11..13*sire:tis.:serial.C:61 Mc loads <br /> 0oBuilding .i:iwi an this:taiga ret ar:seed the:otdmg iryxd by ete laud build-rs code and lltr aat:ir.hf sgplilnitn -htcesign a31_-nrs dui:h:topd ome TC Live 35.00 psf DurFacs L=9.15 P=1.15 <br /> C3 is!Aerie.;e•SC01.71:he-V15.'e flair i:sat:.tng and:he bascw e:•.a'd-t Ii:.i IC brscrd by 2:IpCt'eae-.!ii noser.slthem 1 r.sched_urs::ss n.Cr.:tie <br /> • Components naiad Bracing shown is'.=r lasers.supe t af caapa:amt memlt s :e.lase Ls.:n.g Imp.• r-sectr..se-trail ca.be;ism!:-sn} TC Dead 10.08 ps/ Rep Mbr Bnd 1.00 <br /> L- -.i.--nu ent 1:-..a ail.ase:Ir_raaisluls:.3.rent Of lie ad:a taxa-.7:a sal x:Mus:.]=C:L•Flak crows:an 7*'kale,ha-3::.tsx..l BC Live 0-811 psi O.C.Spaci Ing 2.0.0 <br /> O sab:use:hit cuss ceoadree a-:h the fella-irsstaaivds:'A'.al arc Cum:;Can:knout':sailsie as 3...:>-:dem 7msvre aaf..er:. <br /> CO ANS17?i:'.'W-CA I •Weed:resCa-atal of Amc.ezSlresc Design Respzns.lti:ties'DUI LDiKG 03?IPOI'6N SAFETY IN:C5.31.4;1:1V'- BC Dead 10.0e pet Design Spec IRC <br /> NI 148 Washington Ave.S. IBCSI I-C3)art'SCSI 3CaMM.tKY SHEETS'y;WrCA and TM The T:ms N:.:o Ins-::;CPT/it Ice red it 583 DOne60 DB%e.Musa:. <br /> . Hopkins,MN 55343 (952)936-4902 w_s:ani-31•:i T-e sir n:ee Faat and?apes Asetiia:ice iAFIAi is:GCB:d at III 1 Id1 Ser-:.NW.Sic PAX!tt:as'--nos,DC 2CC36 TOTAL 55.00 pet Senn T6.5.41- 0 <br /> rilN <br /> a <br /> as . <br />