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Name: ROOF Customer:Lanperta apple V WO:326591 TI:a Qty:S <br /> TC TORCH AXL BID CBI Cr TC: 2x 4 BPP 61/62 (N) Bottom chord has bwn loaded with 10 pat - ----Joint Locations ---� <br /> 1- 2 150 0.03 0.66 0.89 A BC: 2x 4 BPP 61/62 (N) live load applied non-conausrently. 1) 0- 0- 0 5) 25-11- 0 9) 8- 7-11 <br /> 2- 3 -1632 0.04 0.88 0.92 A WE: 2x 3 BPF BTW (N) MOIJBIPIZ WRDCABH8 -- This design is the 2) 6- 5-12 6) 25-11- 0 10) 0- 0- 0 <br /> 3- 4 -1632 0.04 0.68 0.92 A 2x 4 BPP 61/62 (N) 2-10.4-6 oozposite result of multiple loadcases. 3) 12-11- 8 7) 17- 3- S <br /> () or 0: Plate(s) OFFSET from joint center. All CCI®REBBION Chords are assumed to be 4) 19- 5- 4 8) 14- 0- 0 <br /> 4- 5 130 0.03 0.86 0.09 A The Joint Detail Report must be included continuously braced unless noted otherwise. ------------ TOTAL DESIGN LOADS ------------ <br /> with any submittal, inspection, and/or WndLod per ASCE 7-05, h4BFRS/CiC, w 90sph, Uniform NJ From NJ To <br /> BC FORCE AXL BW COI Cr fabrication documentation. R- 23.0 ft, I- 1.00, Hxp.Cat. C, Xst- 1.0 TC Vert L+D -90 - 2- 0- 0 -90 12-11- 8 <br /> 10- 9 1429 0.160.68 O,B4 B End vertical(e) not designed for exposure Hld Type- anal L- 25.9 ft 10- 25.9 ft Truss TC Vert L+D -90 12-11- 8 -90 27-11- 0 <br /> 9- 8 1126 0.13 0.68 0.81 H to lateral wind pressure. in 111) zone, TCDL- 6.0 pal, OWL- 6.0 ps! BC Vert L+D -20 0- 0-'0 -20 25-11- 0 <br /> This truss is designed in accordance with Bracing schedule: In-Plant Quality Assurance with Cq - 1.00 <br /> 8- 7 1126 0.13 0.6B 0.81 H the 2006 International Residential Code Webs Brace Pt Joint to Joint In-Plant Quality Assurance, per <br /> 7- 6 1429 0.16 0.68 0.84 B sections 8502.11.1 and 8802.10.2 and 1/3 2-10,4- 6 sae. 3.2.4 of TPS-1-02, for joint(@): <br /> referenced standards, U.N.O. Bracing shown is for visual purposes only. 6,10 <br /> Web FORCE Web FORCE ----MAX. REACTION$ PER BEARING LOCATION----- Continous lateral bracing attached to <br /> SO- 1 -222 3- 7 431 X-Loo Blot Vert Boris Uplift Y Type either edge of web(a) shown OR a T-brae, <br /> 10- 2 -1823 7- 4 246 0- 2-12 1 1605 130 -290 B Pia nailed flat to edge of web with 3.5"x 0.135 <br /> 11 <br /> 25- 8- 4 1 1605 0 -290 H H Roll nails spaced 61 0.0. T-brace must extend <br /> 2- 9 246 4- 6 -1023 PROVIDE UPLIFT CONNECTION PHR SCHEDULE at least 906 of web length and be same <br /> 9- 3 431 6- S -222 size, species, and grade as web. <br /> 2x6 T-Brace required on any web over 14'-011. <br /> Bea explanation o! Repetitive --------GLOBAL IOW DEFLECTIONS--------- <br /> LL TL <br /> RRsmber Factor, Cr, on ice./Ratio in./Ratio Jnt(s). <br /> reverse aide of paper or I.Span -0.11/999 -0.48/625 6-7 <br /> TEC Form 8.14.2007. Boris. 0.04 0.07 NA <br /> Long term deflection !actor - 1.50 <br /> 12-11-8 12-11-8 <br /> 1 2 3 4 5 <br /> 6060 -6.00 <br /> 40 <br /> 13x8 301 <br /> 8-5-12 8-5-12 <br /> 1.5x4 1.5%2-0-0 2-00 <br /> 3x8 30 3x6 3x4 3x8 <br /> R R <br /> 1605N 5.50" 25-11-0 1605#5.50" <br /> a 010-- <br /> 25-11- 0-01, <br /> BRCHPT a8 SHOWN PLATHB ARE b 20 1.2-13) Scale 0.1505 <br /> WARNING: Eng Job: NO: 326591 <br /> RW ALL NOTU ON THIN SHUT. A COPY OF TRIM DIMING TO NO GIV1W TO Dog: TI: A <br /> BRBCTINS CONTMCTCR. BAACINO SOMING: <br /> Bnoia`dwwnmt�trnHe`uoma-tloobfoiry w�6�u�pmmbw�mla6naiog vNahb�pnoeue Dsgnr:BWD Chk: 11/13/2009 <br /> bWlNogded�-d abiob miM b aenldeniybyy ae hWWiog dodput.Bnain{drown 4 fm h0eel�pxt otuuw <br /> mwbn�'ro nduoe buoldlag bAge.Providom mint b mr4 m aoohor Iaw+l6,-ley at�rV iBd ImMbm <br /> de4rminnl by Ow d.7.nwnm 1bm1 gddwoYa.mm,hnmVb. is„ aldTM.Fw TC Live 35.0 psf Lbr DF: 1.15 <br /> ry-ubtm-b royd,.m ..suesft&dpR.CrmP6%bW1h,,TN bd W t583a0mnto Plt DF: 1.15 <br /> DAw,Med!-q=153719. TC Dead 10.0 pat <br /> C Aodm.rbyby:TNnaebmn;qCO.,P.A.,Oil eouodd&RLEdwbmaC2793s <br /> BC Live 0.0 pSf O.C.: 2- 0- 0 <br /> IRC-06/TPI-02/ND8-05 <br /> BC Dead 10.0 pef Code: DB1-REB <br /> TOTAL 55.0of v5.5.19-8031539 <br /> Design: Matrix Analysis Profile Path: F:\truajobs\326000\326591\ROOF\A.prx <br />