Laserfiche WebLink
Name: ROOF' Customer:Laaperts Apple V WO:326391 TI:D Qtys2 <br /> TC FORCS A)C. ffim COX Cr TC: 2x 4 BPP #1/#2 (N) Hotton chord has ben loaded with 10 psf ca-Joint Locations <br /> 1- 2 -459 0.00 0.33 0.34 A BC: 2x 4 BPP #1/#2 (N) live load applied non-coaourrantly. 1) 0- 0- 0 4) 9- 0- 0 7) 0- 9-12 <br /> 2- 3 -459 0.00 0,33 0.34 A WH: 2x 3 BPr STUD (N) All CCMMBBICN Chords are assumed to be 2) 4- 6- 0 3) 8- 2- 4 B) 0- 0- 0 <br /> Unbalanced load cese(s) have been checked, continuously braced unless noted otherwise. 3) 9- 0- 0 6) 4- 6- 0 <br /> MULTIPLS LOADCABEB -- This design is the WndLod per ASCE 7-05, MWr18/CAC, Van 90mph, ------------ TOTAL DESIGM LOADS ------------ <br /> BC FORCE A1C. MM CBI Cr oanpoSite result Of multiple loadcases. 8- 23.0 ft, I- 1.00, Rep.Cat. C, Kat- 1.0 Uniform PLN From PLY To <br /> 9- 7 0 0.00 0.08 0.06 B End vertical(a) not designed for exposure Rld Type- anal L- 9.0 ft W- 9.0 ft Truss TC Vert L+D -90 - 2- 0- 0 -90 4- 6- 0 <br /> 7- 6 -112 0.00 0.10 0.10 E to lateral wind pressure. in END sone, TCDL- 6.0 psf, ECRL- 6.0 psf TC Vert L+D -90 4- 6- 0 -90 il- 0- 0 <br /> 6- 5 -112 0.00 0.10 0.10 8 This truss is designed in accordance with In-Plant Quality Assurance with Cq an 1.00 EC Vert L+D -20 0- 0- 0 -20 9- 0- 0 <br /> a- 4 0 0.00 0.08 0.08 H the 2006 International Residential Code ----MAK. RBACTIONB PER BEARING LOCATION----- <br /> sections8502.11.1 and 1602.10.2 and R-Loo SBet Vert Boris Uplift Y Type <br /> referenced standards, U.N.O. 0- B- 0 1 679 -142 -183 B Pin <br /> Web FORCB Web NORCE 8- 4- 0 1 679 0 -183 B 8 Roll <br /> 8- 1 -65 6- 3 287 PROVIDE UPLIFT CONNECTION PER BCBEDULE <br /> 1- 7 -347 5- 3 -347 --------GLOMAL MAX DErLECTICNB--------- <br /> 1- 6 287 4- 3 -65 LL TL <br /> in./Ratio in./Ratio Jnt(s). <br /> 6- 2 161 L.Cant. 0.00/999 0.00/999 1 <br /> Bee explanation of Repetitive I.Bpan -0.01/999 -0.03/999 5-6 <br /> Member Factor, Cr, on B.Cant. 0.00/999 0.00/999 3 <br /> reverse side of paper or Boris. 0.01 0.02 NA <br /> TBc Form e.14.2007. <br /> Long term deflection !actor an 1.50 <br /> 4-6-0 4-6-0 <br /> 1 2 3 <br /> 14.00 -14.00 <br /> 4x4 <br /> 8-7-0 3x 316 8-7-0 <br /> 3-4-0 8-4 3-T0 <br /> T <br /> 4:6 1.5x4 T 1.5x4 12.00 -12.00 4,6 <br /> 679#3.50" 679 3.50" <br /> 3-8-4 3-8-4 0 <br /> CANT: o- 6- 4 -0-0 9- -0 4 0.0 CANT: 0- 6- 4 <br /> ZXCEPT A8 BROWN PLATEB ARE MiTek UT20 -0-14) 0-14) Scale-0.1934 <br /> WARNING: Enq Job: NO: 326591 <br /> READ Ars.NOTES ON THIS esmET. A COPY Or THIS DRANDW TO 88 GIVni TO <br /> EEUCTxxo CONTRACTOR. BRAQIKG 1G3111112Net Dwq: TI: D <br /> insabdesign ma�w "m-: bbnyo�babbn<wWoLfortla Degnr:BWD Chk: 11/13/2009 <br /> um <br /> membra.u*a name s.agm.pmvkhm mud b.made to MOM banal WaWas tl.ab I-.stlam <br /> fPTTFId M.Wed by ae d-ianm.Addib s b,00�orme ocean viva n.a may be nyutr d dee. .91d FM TC Live 35.0 ps! Lbr DF: 1.15 <br /> ep-ub uue.be.oba a�-e�eowos MM69 4mr.Cmw eba tmmw,m a soe.aa at$83 ao,M TC Dead 10.0 •! PIt D!: S.SS <br /> Di1w, w.aoo.b 53719:. p <br /> Rws-cn-a by;tore Co.,?.A.,$18 aouoma<b Rd Rdemm�MC 37932 MC Live 0.0 ps! 01 .0.: 2- 0- 0 <br /> IAC-06/TPI-02/NDS-05 <br /> BC Dead 10.0 pef Code: M-Ri8 <br /> TOTAL 55.0 a! v5.5.19-0031373 <br /> Design: Matrix Analysis Profile Path: F:\trusyobs\326000\326591\RCON\D.prx <br />