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CITY OF SANTA ANA <br />ow <br />Planning and Building Agency <br />I <br />Approved <br />Seismic Loadsis <br />F01PRERMOT ISSUANCE <br />K. L. Maddux <br />Job: Aspire Bakery <br />Description: Exterior Walls <br />Date: 04 25 <br />and Associates <br />Master 1U. <br />-STRUCTURAL PARTITION: Seismic Loading <br />T & DEMAND - ASCE 7-16 section 13.3.1 <br />Unit weight of Wall assembly = 16.0 psf <br />0.4anSL),sWp z <br />Spectral Acceleration, Sos = 0.846 rp = Rp (1 + 2 h) <br />Amplification factor, a P = 1.0 <br />P <br />Importance Factor, !P = 1.00 <br />Response Modification Factor, RP = 2.5 <br />Structure Height at Point of attachment = 30.00 ft <br />Structure Roof Height = 30.00 ft Fp,max = 1.6SpSIpWp <br />Fp.min = 0.3SL)SIpWp <br />Un-Factored Seismic Design Force per stud, FP = 6.5 psf <br />F P, max = 21.7 psf <br />F i. = 4.1 psf <br />ASD Load Combination: 0.7 E <br />Factored FP = 4.5 psf <br />F P. T,, = 15.2 psf <br />F P..r,., = 2.8 psf <br />Un-Factored Wall Wind Pressure: 30.4 pst <br />ASD Load Combination: 0.6 W <br />Factored Wall Wind Pressure: 18.2 psf <br />www.KLMaddux.com Calc by: KLM <br />