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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: ROOT Customer:Lasperte Apple V N0:326591 TI:A3 Qty:7 <br /> TC FORCE A)M OND Chi Cr TC: 2x 4 BPP 2400!-2.0C bottom chord has been loaded with 10 pat -Joint Locations <br /> 1- 2 -4295 0.22 0.54 0.76 A SC: 2x 4 BPP 2400r-2.00 live load applied non-concurrently. 1) 0- 0- 0 S) 25-11- 0 9) 6- 5-12 <br /> 2- 3 -5597 0.30 0.41 0.71 A NO: 2x 3 SPr BTOD (N) MOLTIPLE LOADCA8x8 -- This design is the 2) 6- 5-12 6) 25-11- 0 10) 0- 0- 0 <br /> 3- 4 -5597 0.30 0.41 0.71 A 2x 4 BPP #1/#2 (N) 1-9,5-7 composite result of multiple loadcasea. 3) 12-11- 9 7) 19- 5- 4 <br /> 2x 4 SPP 1650r-1.SC 3-8 All CCMP8E89ICN Chords are assumed to be 4) 19- S- 4 8) 12-11- 8 <br /> 4- S -4295 0.22 0.54 0.76 A <br /> [] or (): Plate(s) OrPBET from Joint canter. continuowly braced unless noted otherwise. ------------ TOTAL DEBION LOADS ------------ <br /> The Joint Detail Report must be included Nndfod per ABCx 7-05, M PRS/CiC, Vb 90mph, Uniform PLP Prom PLP To <br /> BC y0RCb A)M OND C82 Cr vith any submittal, inspection, and/or B- 23.0 ft, i- 1.00, Oxp.Cat. C, Kat- 1.0 TC Vert L+D -90 - 2- 0- 0 -90 12-11- 8 <br /> 10- 9 69 0.01 0.21 0.21 s fabrication docmaentation. Old Type- anal L- 25.9 ft 99- 25.9 ft Trws TC Vert L+D -90 12-11- 6 -90 27-11- 0 <br /> 9- 8 4206 0.33 0.12 0.45 O and verticals) not designed for exposure in MW acne, TCDL- 5.0 pet, OCDL- 6.0 pot OC Vert L+D -20 0- 0- 0 -20 25-11- 0 <br /> B- 7 4206 0.33 0.12 0.45 O to lateral wind pressure. In-Plant Quality Assurance with Cq- 1.00 ----MAX. REACTIONS FOR OlARIM LOCATION----- <br /> This truss is designed in accordance with In-Plant Quality Assurance, per X-Loo Net Vert Boris Uplift Y Type <br /> 7- 6 68 0.01 0.21 0.21 b the 2006 International Residential Code sec. 3.2.4 of TPI-1-02, for Joint(a): 0- 2-12 1 1605 -130 -297 O Pia <br /> mentions 8502.11.1 and 8802.10.2 and 2,3,4,6,8,10 25- 8- 4 1 1606 0 -287 O B Roll <br /> Web FORCE Web FORCE referenced standards, V.N.O. --------GLOMAL MAX DOPLI:CTICKS--------- PAOVIDO UPLIFT COWOCTICN PER SCHEDULE <br /> 10- 1 -1367 8- 4 1164 LL TL <br /> 1- 9 3814 7- 4 -977 in./Ratio in./Ratio Jnt(a). <br /> i.Span -0.58/321 -1.04/299 8 <br /> 9- 2 -977 7- 5 3815 Boris. 0.53 1.13 NA <br /> 2- 8 1154 6- S -1367 Long term deflection tactor - 1.50 <br /> S- 3 4354 <br /> Bee explanation of Repetitive <br /> Member Factor, Cr, on <br /> reverse aide of papa: or <br /> TEC roan 9.14.2007. 12-11-8 12-11-8 <br /> 1 2 3 4 S <br /> 6.00 -6.00 <br /> SIB <br /> 4x 10112 4x4 <br /> S.5-12 8-5-12 <br /> 6-3-0 <br /> [8A 81 <br /> 2-0-0 2-0-0 <br /> 3x5 315 <br /> 6.00 -6.00 <br /> 0-5-8 0-5-8 <br /> 16050" 16060 5.50" <br /> 12-11.8 12-11-8 <br /> V2-0-0 ° 251-0 2-0-0 <br /> Z=ZPT <br /> -0- <br /> Z=ZPT AS SNO1R MA AAx MiTek MT20 (R2-2.1 ) Salk 0.2106 <br /> WARNING: Zing Job: NO: 326591 <br /> RUAD Ars VMS ON THIN saseT. A COPY or TSss DRWMG To sa MEN To <br /> aaaCTxae CO:TaACToa. maAcsao rmMING: Dwq: TI: 713 <br /> Bming Wwm°AM dwAft 1iwta tvelivin&wind brociass,porld W10bg w eh�Alw NwiRg wbiah is oem° Degnr:890D Chk: 11/13/2009 <br /> andvrhlabaW boadinnlby tlr <br /> membra-:0'm mim 6aml bw1m�e.Fmvielamme-:b moi m mohm Ymd W.Wq d mai ped boetlom <br /> &PT%TFINbleroamedbraa de' ,lldd' bneh>s mese overall etruotea mryb (sae -mint Fou TC Live 35.0 pet Lbr DF: 1.15 <br /> mto we baomB�u,ooma:wwh*&4w.(ram Pkk bw:: T .basd r ser Doa.e o Pl t Dr: 1.15 <br /> e,bd.abm a�eea:adr»�. TC Dead 10.0 pet <br /> Campoaene He�aa:by by 1}me Co.,Pw,m:m awmduii and mamma NC nsrr OC Live 0.0 pet O.C.: 2- 0- 0 <br /> IRC-06/TPI-02/ND8-05 <br /> OC Dead 10.0 pet Code: MN-Rx8 <br /> TOT71L of v5. .19-8031564 <br /> Design: Matrix Analysis Profile Path: P:\trwjcbs\326000\326691\RO0rW prx <br />
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