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Kingworks JOB TITLE POE Marina Village RTU <br />CONSULTING ENGINEERS Structural Calculations <br />600 Dupont St' Ste B JOB NO. 122100 SHEET NO. <br />Bellingham, WA 98225 CALCULATED BY JT DATE 5/18/22 <br />360-714-8260 www.king-works.com CHECKED BY DATE <br />Wind and Seismic Overturning Criteria <br />Seismic (ASCE 7-16 Chapter 13) <br />Site Class = <br />D <br />[Assumed] <br />SDs = <br />0.83g <br />[USGS Hazard Calculator] <br />Ip = <br />1 <br />[ASCE Section 13.1.3] <br />ap = <br />2.5 <br />[ASCE Table 13.6-1] <br />Rp = <br />6 <br />[ASCE Table 13.6-1 ] <br />Bldg Ht = <br />15 ft <br />[h] <br />Unit Ht on Bldg = <br />15 ft <br />[z] <br />Seismic Design Force(ASCE 13.3) <br />Horizontal <br />0.4apSDSWp zFPmax = 1.6SDSIpWp <br />Fp= (1+2h) <br />R P <br />-) <br />Ip FPmin = 0.3,RIDIX: Info From POE <br />Fp = <br />.41 x Wp <------ controls <br />FpmaX = <br />1.32 x Wp <br />Fpmin = <br />.25 x Wp <br />Design Fphoriz = <br />.41 x Wp <br />Vertical <br />Fpvert = +/-0.2SdsWp <br />Design Fpvert = .17 x Wp <br />Wind Loads (ASCE 7-16 Chapter 29 Building Appurtenances) <br />Wind Speed, V = 98 MPH <br />Exposure Cat = <br />C <br />[ASCE Section 26.7.3] <br />Kd = <br />0.85 <br />[ASCE Table 26.6-1] <br />KZt = <br />1 <br />[ASCE Section 26.8] - SeattleKzt Map <br />a = <br />9.5 <br />[ASCE Table 26.11-1] <br />zg = <br />900 <br />[ASCE Table 26.11-1] <br />KZ = <br />0.85 <br />[ASCE Table 26.10-1 Footnote Equations] <br />Horizontal GCr = <br />1.9 <br />[ASCE Section 29.4.1] <br />Vertical GCr = <br />1.5 <br />[ASCE Section 29.4.1] <br />qh = <br />17.74 psf [ASCE Eq 26.10-1] <br />Phoriz = 33.706 psf <br />Pvert = 26.61 psf <br />Page 3 of 24 <br />