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CITY OF SANTA ANA <br />ow <br />Planning and Building Agency <br />Seismic Anchorage Approved <br />FOAERMW ISSUANCE <br />K. L. Maddux Job: Aspire Bakery <br />Description: Exterior Walls Date: 04/25 <br />and Associates Master ID: <br />TURAL PARTITION: Seismic Loading <br />MAND - ASCE 7-16 section 13.3.1 <br />Unit weight of Wall assembly = 16.0 psf 0.4aP SDSWP 2 <br />Spectral Acceleration, Sns = 0.846 Fp = RP (1 + 2 h) <br />Amplification factor, ap = 1.2S <br />P <br />Importance Factor, !p = 1.00 <br />Response Modification Factor, R c = 1.00 <br />Structure Height at Point of attachment = 30.00 ft <br />Structure Roof Height = 30.00 ft FP,max = 1.6SDsIPWP <br />Oc = 1.0 <br />FP,min = 0.3SDSIPWP <br />Un-Factored Seismic Design Force per stud, F p = 20.3 psf <br />F P, mox = 21.7 psf <br />F P, min = 4.1 psf <br />Strength Load Combination: 1.0 F <br />Factored F, = 20.3 psf <br />F P, mom =21.7 psf <br />FP,min = 4.1 psf <br />Un-Factored Wall Wind Pressure: 30.4 psf <br />Strength Load Combination: 1 0 N <br />Factored Wall Wind Pressure: 30.4 psf <br />Conversion Factor for Seismic Anchorage = 0,668 <br />www.KLMaddux.com Calc by: KLM <br />