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LATERAL: <br /> WIND: ASCE 7 Ref. <br /> qZ= 0.00256*Kz*Kzt*Kd*Ke*V2* Ip eq. 26.10-1 <br /> Kd= 0.85 Table 26.6-1 <br /> KZt= 1.00 26.8.2 <br /> Ke= 1.00 Table 26.9-1 <br /> KZ= 0.70 26.10-1 <br /> V= 98 mph 26.5 <br /> Ip= 1.00 <br /> qZ= 14.63 psf 26.10.1 <br /> qh= 14.63 psf <br /> Unit Height(h) 47.00 inches <br /> Unit Width(d) 47.00 inches <br /> Unit Length(1) 60.00 inches <br /> Unit Weight 665.00 pounds <br /> Bldg. Height 14.50 feet <br /> Af= 19.58 sf 29.4.1 <br /> B*h= 73 sf 29.4.1 <br /> 0.1*B*h= 7.25 sf 29.4.1 <br /> Adjustment 0.27 29.4.1 <br /> GCr= 1.63 29.4.1 <br /> Fh= qh * GCr * Af- 467 pounds eq. 29.4-2 <br /> h/d= 1.00 FIG. 29.3.1 <br /> Ar= 19.58 sf 29.4.1 <br /> B*L= 15.34 FIG. 29.3.1 <br /> O.1B*L= 1.53 29.4.1 <br /> Adjustment 0.38 29.4.1 <br /> Gcr= 1.12 29.4.1 <br /> Fv= qh * GCr * Ar= 321 pounds 29.4-3 <br /> W= 665 > 321 no uplift <br /> SEISMIC: <br /> Fp= (0.4* ap* SDs* Wp/RP/Ip)(1 +2*z/h) 13.3-1 <br /> ap=2.5 Rp = 6.0 <br /> Sds= 1.120 <br /> Fp= 372 pounds <br /> Fp= 0.2* SDs* Wp (vert) 13.3.1.2 <br /> F,,p= 149 (vert) <br /> Project: Engr: KWM 9 Of <br /> 909 Business Center Date: 7/19/2023 17 <br /> CASCADE CREST CONSULTING ENGINEERS,TNC. IHP-03 Changeout Scale: <br />