2009-00788 - addn/remodel/repair

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Name: ROOT Cuotomer:Lamperts Apple V WO:326591 TI:A1 Qty:1 TC 70RCE A)M SND COI Cr TC: 2x 4 BPP 16507-1.3C Bottom chord has been loaded with 10 psf Joint Locations 1- 2 -2203 0.03 0.70 0.73 A BC: 2x 4 BPP 16507-1.SC live load applied non-conoorrently. 1) 0- 0- 0 5) 25-11- 0 9) 12-11- B 2- 3 -2074 0.04 0.71 0.74 A 2x 4 OPP 2300!-1.SC 6-O MOLTIPLE LOADG8B8 -- This design is the 2) 6- 5-12 6) 25-11- 0 10) 6- 5-12 3- 4 -2073 0.04 0.70 0.74 A "31: 2x 3 8PP OTVD (N) aeaposits result of multiple loadeases. 3) 12-11- 8 7) 1S- 5- 4 11) 0- 0- 0 2x 4 FFP STUD (N) 1-10 All COMPRESSION Chords are ass-d to be 4) 19- 5- 4 B) 14- 0- 0 4- 5 -2760 0.13 0.70 0.84 A 2x 4 OPF 91/62 (N) 5-7 continuously braosd unless noted otherwise. ------------ TOTAL DESIGN LOADS ------------ GB: 2x 3 OPF STUD (N) WhdLod per ASCE 7-05, MNM/C4C, V- 90mph, Uniform PLP From PLP To SC FORCE ARL no CBI Cr [) or (): Plate(s) OFFSET from joint center. B- 23.0 ft, I- 1.00, Exp.Cat. C, Ket- 1.0 TC Vert L+D -90 - 2- 0- 0 -90 12-11- 8 11-10 0 0.00 0.24 0.24 B The Joint Detail Report must be included Bld Type- enol L- 25.9 ft h- 25.9 ft Truss TC Vert L+D -90 12-11- B -90 27-11- 0 10- 9 1912 0.18 0.64 0.82 a with any submittal, inspection, and/or in END sone, TCDIr 6.0 pal, OWL- 6.0 pot SC Vert L+D -20 0- 0- 0 -20 12- 0- 0 fabrication documentation. This truss has been designed for wind BC Vert L+D -120 12- 0- 0 -120 23-11- 0 9- 8 2366 0.25 0.64 0.99 B and vertical(s) not designed for exposure in the plane of the truss onlylll SC Vert L+D -20 23-11- 0 -20 25-11- 0 8- 7 2366 0.16 0.84 1.00 a to lateral wind pressure. Bracing Schedule: In-Plant Quality Assurance with Cq- 1.00 7- 6 0 0.00 0.84 0.84 B This truss is designed in accordance with Webs Exam It Joint to Joint In-Plant Quality Assurance, par the 2006 International Residential Code 1/2 2- 9,4- 9 see. 3.2.4 of TPI-1-02, for joint(s): Web FORCE Web FORCE referenced 8502.11.1 and 8802.10.2 and Bracing shown is for visual purposes only. 1,3,4,5,7 referenced standards, U.N.O. ®Continous lateral bracing attached to 11- 1 -1730 9- 4 -BOB ----MAX. REACTIONS PER BEARIM LOCATION----- either edge of webs) shown OR a T-brace, 1-10 1958 4- 7 490 x-Loo Beet Vert Boris Uplift Y Type nailed fiat to edge of web with 3.5"x 0.135" 10- 2 -448 7- 5 2477 0- 2-12 1 1969 -130 -290 a Pin nails spaced 6" a.c. T-brace most extend 2- 9 -232 6- 5 -2126 25- 6- 4 1 2434 0 -290 a B Roll at least 90t of web length and be same 9- 3 1203 PROVIDE UPLIFT COEWTICN PER SCHEDULE size, species, and grade as web. Bee explanation o! Repetitive --2x6 T-Brace required on any web over 141-0". ------GLOBAL!PVC DEPLECTIONB--------- Msmber Factor, Cr, on LL TL reverse side of paper or in./Ratio in./Ratio Jnt(s). TEC Form 8.14.2007. I.Opan -0.17/999 -0.46/650 7-8 Boris. 0.02 0.06 NA Long term deflection !actor . 1.50 12-11-8 12-11-8 1 2 3 4 5 6.00 -6.00 5x4 3x4 3x4 8-5-12 2-0-0 2-0-0 8-5-12 4x8 6x6 3x4 [4x8] 3x8 [48) 30 6x6 p 19690 5.50" 25-11-0 2434#5.50" o- 1 ° 25. 1- t a COOMITIC PLATED (56)1.5x4 2-13) -2-13) EXCEPT A8 SHOWN PLATEB ARE MiTek MT20 Scale 0.1223 17ARNING: Eng Job: NO: 326591 RHAo ALL HOTBs ON THIS BHasT, A COPY of Tsss DaAwnts To SO arm TC BRaCTINe CONTRACTOR. SAAMNe a=ZW: Dwg: TI: Al &.aby i0ow"=dd.a.wle`u nw-do"bmolaa mp.�% "'wee fur dWe Dsgnr:a= Chk: 11/13/2009 btiWh*dmdgomdwhiobmetb.wwWwedby the I mm"bm only w ndme hWdLr{�.w.Pmvuiom,me6M meds m wd-lapel beotog at a&e"d imed I..tam aaprmieee byld da m.Adamoe.th"w+�orm.wwFa�u..®ybe mquv.d(ee+w�a1olVD.Pm TC Live 35.0 pe! Lbs uF: 1.15 Dd"' trn.beolm�,ounW duipm(rhmPteuLmtnse,TPI u metal at SUDnmmb TC Dead 10.0 G! Plt D7: 1.15 Ddv.,h 3edl-o Nfmonh 33n91. P Compo-m Eagi w*by:Tmm H:yhwrby co.,PA,511 SvmM&PA Edman NC 27932 BC Live 0.0 pe! O.C.: 2- 0- 0 IRC-06/TPI-02/ND8-OS BC Dead 10.0 pot Code: MN-R88 TOTAL 55.0 Pot v5.5.19-8031546 Design: Matrix Analysis Profile Path: P:\trusjobs\326000\326591\ROOF\Ai.prx