2006-P10289 - new structure - Laserfiche WebLink

Home Browse Search

• Job Name: AMBROISE Truss ID: D-GT Qty: 2 Orwg: cv Cn NRC 1-LOC asses erre Rt0'P TC 2.4 SSP 11/1.2-CER Plating spec - ARS_sTF_ - 1999 UPLIFT RBACLLON(SI : OS 1 0- 2-iz 1346 5.5e. 2.11• gc 2x6 SPS 016501,1.511 Tot! DSSION IS TP.! 0:0142.05:22 RESULT Or Support CLC Wind Nor--Kiat SI. 2 5- 9- C 1142 3.90- 2.10• 3IE3 2x4 SP? 11/62-CAN MULTIPLE :.OAC CASES. 2 -317 lb Rho menrzs6.'tmr13 O w.= are bassi CIC.Y ME7QB 2346 5P7 01/42-CAT IRC/IBC truss plate values are based Cr- SIORIEONTA:. REACTION(SI n the cross material at each tearing :.usher shear al:eeables are ver r-DS- :meting and approval as required by LSC 1101 scppert L 293 lb "-o Leaded for .O PSP ocn-concurraDt BCLL. and AICs=/TPI and ere reported in available This truss is designed using the cc roars Art TMD CSl Permanent bracing .s required :bv others' tc documents such as ICSQ 81607. ASCR7-98 Wind Specification 1-2 .1314 5 Cl C.33 0.31 p rotation/tapgLLag. See BCS: 1-03 End verticals are designed for axial loads Bldg Enclosed . Yes. rnportance Pa:tor 1.33 2.3 -:29 5.Ce C.25 a 35 and ANSI;TFI 1. only unless noted otherwise. mss location . Not End loom Extensions above or below the tress profile Nureicane/Cceao Line . No . Exp Category . 3 BC FORM Ant ran cs: lif any: have Seen designed for loads Bldg length • 40.00 it, Bldg Width 26.00 ft :56 C.34 3.21 6.2C indicated only. Borisonta: loads applied at bean roc: height . 26.18 ft, tiph SC the end of the extensions have not been Tit Standard Occupancy, Dead Load . 12.0 psf ._a :`24 v.s8 3.1.E: C.I. considered unless shown. A drop-leg to an Designed as Wain Wind Pores, Res-sting System wee ?CNC! 032 use poser _si otherwise unsupported wall may c and Conponents and Cladding 1-5 14Es C. 1-6 -143 C.11 hinge effect that requires additional design Tributary Area = 49 snit 2-6 -1140 0.43 con8ideratioo (by ethers). LOAD CASE MI CISIG2 L3AD5 • Dir L.P'f L.Loc R.Flf R.Loc LL/TL TC Vert 93.00 0- 0- C 90.09 5-1C- 8 3.78 BC Vert 22.00 0- 0- C 20.90 0-11- 4 0.00 SC Vert 13.00 0-L1- 4 10_03 4-L1- 4 •3.00 6C Vest 23.00 4-11- 4 24.00 S-Lf- 8 0.40 CR_TICAL POINT LOADS Type X.Loc Wax/Dur Win/aur SC Vert 1-11- 4 1042/1.14 -.5/1.6C SC Vert 3-11- 4 LC42/1.15 -1501.60 2-6-0y 3.4•B 2.64) 5-60-5 IA! L•B3'l3CTlC (span)_ 1^ 1 L/999 N5x 6 + L. -0.03" De -0.:2" T= -0_05 1 2 3 -pint Locations 1� 1 C- 0- C 4 0- a- o r-1 2 2- 6- C 5 2- 6- 0 l3 3 5-10- 6 4 5-13- 8 Cn 3-4 n 'r 01 r- T N if) 1 7-7-13 T S-f 77_13 6.6 AIL' I 1 104.9f1m1m m L- - 4•f 6-6 "AL1411 1 5-10.8 4 5 6 2-6-0 , 3.4.6 2-6-0 5-10-8 12/ 5/2006 AO 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 front Trussial software,unless noted. Scale:3116'=I' WARNlA•CT Read ni;no/es on this skeet and vie a copy of r!to Are Fa•ec:£ag Cont•n•:or•. Eng.Job:.EJ. WORK ORDER# N i peered • b,hstg's a an m2,•J.m:--.ang enc ere:no: ass s+ne�s .3 t xr.assei.c c;!ca Iiesnia p::rid::1,i t n r.m vnuA:urcr Chic:RM $�sOA Eng .:t 2c.:e in actV.eaa:e.111115e e:rim•1.c re o!-r1 a:A FSR del:gr.cacm:a Sosoas:l=x.1}s c mein a al air rash l)roS oa,c Dsgnr:MIK 1 �- Q ax:c:t.::,fl:!:3y ne caa,panni-na:uha:uror ad a t_:larg&Xq{ne:7:•7 nC�rl'a.mica l::c:_.11%i:severnnas::xe.WM hal ace:_-.co •. Building utiiseJer.l:,iaa_a'aiT" ac:seven::n1.'eu.,ng inepouc ha C.: baii"r.:$e3Jrcare rc' lr_rrC.;:eien.'heJesicr.a;samn:5a ceiel TC Live 35.00 psf DOrFacs L=1.15 p.1.95 O m o n e n tS •s Ixs sl•,b-r:ed h2 era ares.c1 Il:.s.a•esir al.ni:he n3::m c-s-,.a Triers y a a:.c.-,a rind shlr-,ca amain d,secl}n!aehrhl of kss Ci•1.r..uc Cj Q r.+sd Hr.:iva sl••3 r:s!x Ia:a:.inria t,d.x-.ecru ween::s aro-.):+rel..:c b-,ki sig ien4lb 1':a:.n-_x:seccc sh::.r-1 he.w�2:-any TC Dead 10.00 psf Rep Mbr Bnd 1.00 r-O I en;irsn.'r...::ha sdEcr._c:he msfrom:c.n:ah.Ic-:he..aeduei,enlIA..a.3a,.laXCalm[eldni.nt Cfl,Ao-. Faec:x:.h4aAc..551... BC Live 0.00 psf O.C.Spating 2.0-3 O !`"�77--SII ar.J kna::=s a_a is a;v3eca's s.Ih the le:'cn irg tunic At'-o.:n sod Cairns teas.R:pear a:Alb::ai a.apw:33.-n T:roan sa taart. BC Dead 10.00 psf DesignSpec IRC ANS'•7P:I•'uT:A:-Wca2 Tina Cpm,:cif Aausei 51r-,otrd O:n7e Rssp,ncibil::ws.1B1 LSI'u e•L'.\IYOV_NT SAFETY ISFOR.LL\'LOti'. P P L. 146 Washington Ave.5. (BCII I-3!_and'SCSI SLNI MARV SH-_£5•+5r ATCA 3d??I Ti•c:r.ss Pia::Insa-ae;TM:.6\ward r 352 dt1-m5i3U-.ae.Malian.. Cr) Hopkins,MM 56343 X952►935-4902 e.Ste,a:n'_3115. f e Anne.ie-s Fares;a-3 Pape-Ass::wx(AFP:a:-3:a;aICC:n I 1 111>.h S•,a:.Is P•.Sc.Sit.Wisl:ininec.CC 1C.33t TOTAL SS.00 psi Seq n T6.5.41- 0 N 04 .