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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: M Customer:Lamperts Apple V 110:326591 TI:ELL Qty:i <br /> Nab FORCE AXL NO CBI Cr TC: 4x 2 SPP #1/#2 (N) Analysis basad on Simplified Analog Nodal. .---joint Location- <br /> � <br /> 6- 1 -54 0.01 0.00 0.01 C eC: 4x 2 BPP #1/#2 (N) All CCUMBBiCH Chords are assumed to be 1) 0- 0- 0 3) 2- 2- B 5) 1- 4- 0 <br /> UD <br /> 5- 2 -90 0.02 0.00 0.02 C Ne: 4x 2 SPP ST (N) continuously braced unless noted otherwise. 2) 1- 4- 0 4) 2- 2- B 5) 0- 0- 0 <br /> 4- 3 -22 0.01 0.00 0.01 C OR: 4x 2 BPP STUD (N) In-Plant Quality Assurance with Cq 1.11 ----MAX. REACTIONS PER BRARING LOCATION----- <br /> NOTE: MNaximm truss spacing is 19.2" o.c. X-Loa ESet Vert Doris Uplift Y Type <br /> This truss is designed in accordance with 0- 1-12 1 59 0 0 E Pin <br /> Bee explanation of Repatitiw the 2006 International Residential Code 2- 0-12 1 25 0 0 e Pin <br /> Member factor, Cr, on sections 8502.11.1 and 8802.10.2 and PROVIDE UPLIFT C0NN2TI0K PER SCMMULS <br /> reverse side of paper or referenced standards, U.N.O. --------OLOSAL MAX DEFLECTIONS--------- <br /> TEC Form 6.14.2007. LL TL <br /> in./Ratio in./Ratio Jnt(s). <br /> Typ <br /> ICS)PSREI=28.75" i.Bpan 0.00/999 0.00/999 2-1 <br /> Rorie. 0.00 0.00 NA <br /> Long term deflection factor 1.50 <br /> 2-2-8 <br /> 1 2 3 <br /> 0-3-8 0-3-8 <br /> 314 1.5x3 1.5x3 <br /> 1.5x3 1.5x3 <br /> 1-6-0 1-6-0 <br /> 2x4 1.5x3 3x4 <br /> 5903.501, Stud®1-4-0 2513.50" <br /> 2-2-8 <br /> 6 5 4 <br /> EXCEPT AS SHOWN PLATES ARE MLTek MT20 scale 0.8218 <br /> WAANINGf: Enq Job: NO: 326591 <br /> READ ALL NOTES ON Tmse $HnT. A Coax or TRIO DRAMs TO n OIVEN TO <br /> ERECTING CONTRACTOR. BRACING WRININei Dwg: TI: ELl <br /> 6W� md�Woh=W be°otoeeld".dby b de mee geh sen l dee"9pml�'b °Nm0 Degnr:SR'D Chk: 11/13/2009 <br /> membne wb b tednm buddieel3glh Peovid°er mut�.mese m mnh°r Ltenl bmo:q 1= <br /> ed °Ivied boetioe. <br /> da.m�eabymetwwo4ae.t�.w .::�o<m.or..nm,nn.°mayn. d�ee.w�AlafTPq.For TC Live 40.0 pe! Lbr DF: 1.00 <br /> a seam "obwbWWW8"Ow-(rN"Fv"te.::a T?'i"""W't583ao''e'' TC Dead 10.0 pS! Plt DF: 1.00 <br /> Cempwe°t s°1:meebe by:Tmee 13e�in1 Co.,F.A.111 awmd"ad Bdme°a NC 27932 SC Live0.0 pS! O.C.: 1- 7- 3 <br /> IAC-06/TPI-02/NDS-05 <br /> EC Dead 5.0 pef Code: MN-AES <br /> TOTAL 55.0 par v5.5 19-8031446 <br /> Design: Matrix Analysis Profile Path: F:\trusjcbs\326000\326591\FLR\RLl.prx <br />
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