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2009-00788 - addn/remodel/repair
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0720 Tonkawa Road - 05-117-23-34-0002
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2009-00788 - addn/remodel/repair
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Last modified
8/22/2023 3:14:04 PM
Creation date
6/5/2019 4:01:47 PM
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x Address Old
Address
0720 Tonkawa Rd
Document Type
Permits/Inspections
PIN
0511723340002
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Name: FR.A Customer:Lamperta Apple V WO:326591 TI:H Qty:4 <br /> TC FORCa A3Q. END CBI Cr TC: 4x 2 BPF 01/#2 (N) () or (): Plate(s) OFFSET from icint canter. Locations- <br /> 1- 2 0 0.00 0.30 0.30 A EC: 4x 2 BPF #1/#2 (N) The Joint Detail Report most be included 1) 0- 0- 0 4) 6- 7- 5 7) 0- 0- 0 <br /> 2- 3 -266 0.00 0.30 0.30 A Val 4x 2 BPF STUD (N) with any Submittal, inspection, and/or 2) 2- 7-12 S) 6- 7- 5 <br /> 3- 4 0 0.00 0.13 0.15 A NOTE. Maximal truss Spacing is 19.211 c.a. fabrication documentation, 3) 5- 1- 4 5) 5- 1- 4 <br /> All COKMOSION Chords are assumed to be in-Plant Quality Assurance with Cq- 1.11 ----MAX. REACTIONS PER EFAR114 LOCATION----- <br /> continuously braced unless noted otherwise. X-Loo Boot Vert Rorie Uplift Y Type <br /> EC FORCE A31L HND CSI Cr This truss is designed in accordance with 0- 1-12 1 291 0 0 a Pin <br /> 7- 6 351 0.09 0,11 0,20 a the 2006 International Residential Code 6- 3-10 1 291 0 0 B a Roll <br /> 6- 3 266 0.07 0.11 0.17 a sections 8502.11.1 and R002.10.2 and PROVIDE UPLIFT C01a1ECTION PER SCHEDULE <br /> referenced Standards, U.N.O. --------GIOaAI.MAX DEFLECTIONS--------- <br /> LL TL <br /> Web FORCE Web FORCE in./Ratio in./Ratio Jnt(s). <br /> 7- 1 -87 6- 3 89 I.Bpan -0.04/999 -0,06/999 6-7 <br /> 7- 2 -397 3- 5 -367 Typical Panel®28.75" Boris, 0.00 0.00 NA <br /> 2- 6 -96 3- 4 -44 Long to= deflection factor 1.50 <br /> Bee explanation of Repetitive <br /> Member Factor, Cr, on 6-7-6 <br /> reverse side of paper or 11 <br /> Tac Form 8.14.2007. 1 2 3 4 <br /> 0-3-8 <br /> 1.513 J 3x4 1301 1.50 <br /> 1.5z3� 1.5x3 � <br /> 1-6.0 1-6-0 <br /> 315 [3x4) 3x5 <br /> 2910 3.50" 291#3.50" <br /> 6-7-6 <br /> 7 6 S <br /> EXCEPT AS SHOWN PLATES ARE MiTak MT20 Scale 0.7875 <br /> WARNING: Zng Job: NO: 326591 <br /> READ ALL NOTBN ON THIN SHUT. A COPY or THIN DRAWING To 30 GIVEN TO <br /> BRmCTING CONTRACTOR. BRACING M2212146: Dwg: TI: H <br /> D• r:SWD Chk: 11/13/2009 <br /> Wft �midbe.anddp.d e.bdlap&4w.Wainsdia"t.mnmppo <br /> k" tof:nu. 9n <br /> 61 %TFPNddmmin.d by 11"," .Ad Addld%idb=Wgogoem,ow H*mm emmy (suvm ..Wf�0 pw TC Live 40.0 paf Lbr DF: 1.00 <br /> .y.otmonn..b �oomo:bUM4d..*K.(rmarr bwdWb,TK.:owrdat593Da Pit DF: 1.00 <br /> Ddw,mrat.an wimon.tns3nv:. TC Dead 10.0 pa! <br /> compoodayow.byby;rr-.Hneia.,r.a,etex�.id.RdedmmaNC3�sa= SC Live 0.0 paf O.C.: 1- 7- 3 <br /> IRC-06/TPI-02/NDS-05 <br /> BC Dead 5.0 pa! Code: MN-AES <br /> TOTAL .-098 f v5.3.19-8031448 <br /> Design: Matrix Analysis Profile Path: F:\trtisjobs\326000\326591\FT.R\H,prx <br />
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