Laserfiche WebLink
Name: ROOF Customer:Lasperts Apple V W0:326591 Ti:H Qty:l <br /> TC FORCE ARL END CBI Cr TC: 2x 4 SPP 11/42 (N) Bottom chord has been loaded with 10 ps! ---Joint Locations <br /> 1- 2 -1163 0.03 0.55 0.58 A BC: 2x 4 BP! 11/12 (N) live load applied non-concurrently. 1) 0- 0- 0 3) 10- 9- 0 5) 5- 4- 8 <br /> 2- 3 -1163 0.03 0.55 0.58 A W9: 2x 3 BPP STUD (N) All COHPREBBIOK Chords are assumed to be 2) 5- 4- 8 4) 10- 9- 0 5) 0- 0- 0 <br /> 93: 2x 3 BPF STUD (la) continuously braced unless noted otherwise. ------------ TOTAL DEBIQS IAWB ------------ <br /> MULTIPLE LOADCABES -- This design is the 9hrdLod per ASCE 7-05, MEPAB/C4C, w 90mph, Uniform PLP From PL! To <br /> BC FORCE JUM END C82 Cr composite result of multiple loadcases. B- 23.0 ft, I- 1.00, Emp.Cat. C, Est- 1.0 TC Vert L+D -90 - 2- 0- 0 -90 5- 4- 8 <br /> 6- 5 52 0.00 0.23 0.23 B End vertioal(s) not designed for exposure ald Type- anal L' 10.8 ft W- 10.8 ft Truss TC Vat L+D -90 5- 4- 8 -90 12- 9- 0 <br /> 5- 4 52 0.00 0.23 0.23 B to lateral wind pressure. in END sone, TCDD 6.0 pal, B=Xo- 6.0 pot BC Vert L+D -20 0- 0- 0 -20 10- 9- 0 <br /> This truss is designed in accordance with This truss has been design" for wind In-Plant Quality Assurance with Cq- 1.00 <br /> Web Web FORCE the 2006 International Residential Code in the plane of the truss onlylll In-Plant Quality Assurance, per <br /> sections 8502.11.1 and 8802.10.2 and ----MAX. REACTIONS PER BEARIN2 LOCATION----- moo. 3.2.4 of TPI-1-02, for Joint(s): <br /> 6- 1 -541 5- 3 973 referenced standards, V.N.O. X-Loo most Vert Boris Uplift Y Type 1,3,4,6 <br /> 1- 5 973 4- 3 -541 0- 2-12 1 771 -49 -187 E Pin <br /> 5- 2 414 10- 6- 4 1 771 0 -197 B e Roll <br /> See explanation of Repetitive PROVIDE UPLIFT CONNECTION PER SCHEDULE <br /> Member Factor, Cr, on ----dLOBAL MAX DRYLSCTICNB--------- <br /> LL TL <br /> reverse side of paper at in./Ratio in./Ratio Jnt(s). <br /> TEC Form 8.14.2007. I.Span -0.10/999 -0.18/659 2-1 <br /> Noris. 0.05 0.09 NA <br /> Long term deflection !actor - 1.50 <br /> 5-4-8 5-4-8 <br /> 1 2 3 <br /> 6.00 -6.00 <br /> 4x4 <br /> 4-8-4 3x5 3x5 4-8-4 <br /> �C 6 8 <br /> 2.0-0 2 �8 2-0.0 <br /> 1.5x4 1.5x4 <br /> 6.00 -6.00 <br /> 0-5-8 0-9.12 <br /> 771#5.50" 7710 5.50" <br /> 5-4-8 5-4-8 <br /> n 6 p 4 <br /> 1. 2-0-0 10-9-0 _ _ L 2-0-0 L <br /> COSMETIC PLATES (16)1.5x4 �(112-2-13) (R2-2-13)' <br /> EXCEPT 118 SHOWN PLATEB ARE MiTek MT20 Scale 0.2823 <br /> WARNING: Esq Job: WO: 326591 <br /> NEW Ars NOTZB ON THIS eEEST. A copy or Tose oamm To sE even To <br /> EPECTING C0Wn%CTCR. SPACING PARKING; Dwq: TI: H <br /> eminge°w"o.'m'a 14not" � �.rtr <br /> ..done'o:*windb=4porw°, «' -xy"h+.°°.Po"ofdw Dsgnr:SWD Chk: 11/13/2009 <br /> bWWhwdwpWnd wbiohmua b000n"rodby theboDdmgdw1- BrodVAmaimbridoWdopportoftoom <br /> m.mban=d to-Ibt-beNla{ ProviWleoW Bort b end.b Weber MMd b;winga sod,and i oi6od Wostloo, <br /> darminWd by eW ava� IdanWlbma:,soedp o�mO med,o mnyb,Wgld;.a(eW.wCA1of rm TC Live 35.0 pat Lbr DP: 1.15 <br /> eo�o4e�oodeaad1ftdw ipeer.(r""PW#bodum°.TH n boded at TC Dead 10.0 ps! Pit DP: 1.15 <br /> Dflve a ed sm W-eY�by:rr.W me`a.e,ioP Co.,P.a,e1e sauo"Pd eaeama NC r7B]r HC Live 0.0 ps! O.C.: 2- 0- 0 <br /> 6ftFINIAC-06/TPI-02/NDS-05 <br /> HC Dead 10.0 pat Code: MN-RE8 <br /> TOTAL .0 vat v5.5.19-8031572 <br /> Design: Matrix Analysis Profile Path: P:\trusJobs\326000\326891\ROOT\E.prx <br />