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Ki ngworks JOB TITLE NSR-Dayita <br /> STRUCTURAL ENGINEERS Structural Calculations <br /> 600 Dupont St*Ste B JOB No. 23113 SHEET NO. <br /> Bellingham,WA 98225 CALCULATED BY BJ DATE <br /> 360-714-8260 www.king-works.com CHECKED BY BJ DATE <br /> Wind and Seismic Criteria <br /> Seismic (ASCE 7-16 Chapter 13) <br /> Site Class = D [Assumed] <br /> SDS- 1.08g [USGS Hazard Calculator] <br /> Ip= 1 [ASCE Section 13.1.31 <br /> ap = 1 [ASCE Table 13.6-11 <br /> Rp = 2.5 [ASCE Table 13.6-11 <br /> Bldg Ht= 15 ft [h] <br /> unit Ht on Bldg = 15 ft [z] <br /> Seismic Design Force(ASCE 13.3) <br /> Horizontal <br /> 0.4a SDSW zl FPmax = 1.6SDSIPWp <br /> Fp = R p(1 + 2h1 <br /> p <br /> Ip FPmin = 0.3SDSIPWp <br /> -) <br /> Fp = .52 x Wp <------controls <br /> Fpmax= 1.73 x Wp <br /> Fpmin = .32 x Wp <br /> Design Fphoriz= .52 x Wp <br /> Vertical <br /> FpVert= +/-0.2SdsWp <br /> Design Fpvert= .22 x Wp <br /> Wind Loads (ASCE 7-16 Chapter 29 Building Appurtenances) <br /> Wind Speed, V= 98 MPH <br /> Exposure Cat= B [ASCE Section 26.7.3] <br /> Kd = 0.85 [ASCE Table 26.6-1] <br /> KZt= 1 [ASCE Section 26.8] <br /> a = 7 [ASCE Table 26.11-1] <br /> zg = 1200 [ASCE Table 26.11-1] <br /> KZ= 0.57 [ASCE Table 26.10-1 Footnote Equations] <br /> Horizontal GCr= 1.9 [ASCE Section 29.4.1] <br /> Vertical GCr= 1.5 [ASCE Section 29.4.1] <br /> qh = 12.0107 psf [ASCE Eq 26.10-1] <br /> Phoriz= 22.8203 psf <br /> Pvert= 18.016 psf <br /> Page 15 of 40 <br />