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1 <br /> JOB ?kt W Crti 1 <br /> MI. Mal SHUTLERpp A <br /> • CONSULTING SHEET No, t„>.! ` OF <br /> i i i CALCULATEDC BY <br /> 12503 Bet-Red Road,Suite 100 / L t D <br /> ti <br /> Bellevue,WA 96005 DATE � /Tt <br /> (425)450-4075 ' FAX(425)450-4076 SCALE <br /> PANEL FIXITY CHECK fi <br /> Wall and Footing Criteria <br /> ;,; =-ter, <br /> Wall height `tg ft. Depth to footing ft. <br /> Wall thickness ,- in. Footing thickness ,ft. <br /> Wp 90.63 psf Coef. of fric. between soil and ftg <br /> Panel Dead Load = 3.25 Kips/ft. Fixity coefficient Y <br /> Seismic Criteria l <br /> Short period spectral response, Ss ; `. -Ti a/Q <br /> Site soil class r= 71 <br /> Seismic importance factor, le 4 <br /> Fa = 1.000 <br /> Maximum short period spectral response, SMs = Fa*Ss = 1.25 <br /> Design short period spectral response, SDs = 2/3 *SMs = 0,84 <br /> Fp= 0.4* Sips*le *Wp = 30.31 PSF *fixity*ht./2 = 442.16 PLF <br /> Fp(mtn)= 10% of Wp = 9.06 PSF *fixity*ht./2 = 132.22 PLF <br /> Rtop=Vhtnge(Seismic) = 442,16 PLF (ULT.) / <br /> Rtop_Vhinge(Seismic) = 309.51 PLF (WS) ! 14p ,_ ROOF t <br /> Wind Criteria <br /> Basic Wind Speed MPH <br /> Average roof height ] "e j ft. <br /> - <br /> Effective wind area Square feet <br /> Exposure _ <br /> Wind Zone (4 or 5) r4,4M(4= typical wall, 5=wall corner) <br /> artgiAvsv <br /> Wind Importance Factor . 's <br /> a, : 1.45 Y <br /> Pnet30(Pos. pressure) = 19.50 PSF <br /> pnet3o(Neg. pressure) = -24.60 PSF <br /> Netso(Design pressure) = -24.60 PSF ` - <br /> Pnet= X*I *Pnet30 = -35.67 PSF ` <br /> Rap=Vhinge(Wind ) = 520.43 PLF (ULT) <br /> Rap=Vhinge(Wind ) = 312.26 PLF (WS) <br /> MOT(Seismic) = 1.88 Kip-ft./ft. (W.S.) VIP) _ ' --rOFPTH TO <br /> FOOTING <br /> Mar(Wind) = 1.89 Kip-ft./ft. (W.S.) FOOTING <br /> r l 1.--- -TRICKNLss <br /> Use coefficient of friction of 0.5 for bond between panel and footing. <br /> MR 3,25 Kip-ft. /ft. at bot. of panel <br /> MR 3,79 Kip-ft. /ft. at bot. of footing I <br /> I <br /> f <br /> F. S. at bot of panel 1.73 Seismic, O.K. <br /> F. S. at bot of footing 2.02 Seismic, O.K. Wp _ DEPTH TO <br /> FOOTING <br /> '—"FOOTING <br /> F. S. at bot of panel 1.72 Wind, O.K. THICKNESS <br /> F. S. at bot of footing 2.00 Wind, O.K. <br /> File: Panel Fixity 12_IBC.exl,latest rev. 1-15-14 <br />