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BYE <br />ENGINEERING <br />19011 Wood-Sno Road NE, Suite 100 <br />Woodinville, WA 98072-4436 <br />Phone: 425-814-8448 <br />Fax: 425-821-2120 <br />Paci[ic R'idoe Homes <br />Revision Date: Ilf l i 12 02i <br />Hudson Uevaiions A & B) <br />ps = A KzT Ps3o (28.5-1) <br />Exposure = <br />B <br />A = 1.00 (Fig. 28.5.1) <br />Mean Roof Ht hn (ft) = <br />23 ft <br />KzT = 1,00 (Section 26.8) <br />a (roof) = <br />3.0 ft <br />a (upper/main floor) = <br />4.0 ft <br />Basic Wind Speed = <br />100 mph <br />Roof Angie = <br />23 <br />28.5.4 Minimum Design Loads <br />Nonnizomn Locum <br />Zone <br />Area <br />S <br />( If) <br />S <br />Force (#) <br />ASD Force (#J <br />Force (#) <br />A50 Force # <br />Roof A-n <br />24 <br />20.7 <br />20.7 <br />20.7 <br />503 <br />302 <br />3888 <br />2333 <br />Agable <br />0 <br />20.7 <br />20.7 <br />20.7 <br />0 <br />0 <br />B <br />57 <br />-0.4 <br />0.0 <br />0,0 <br />0 <br />0 <br />456 <br />274 <br />Cwall <br />99 <br />14.5 <br />14.5 <br />14.5 <br />143D <br />858 <br />1580 <br />948 <br />Cgable <br />0 <br />14.5 <br />14.5 <br />14.5 <br />0 <br />0 <br />D <br />0 <br />D <br />245 <br />0.7 <br />0.7 <br />0.7 <br />172 <br />103 <br />1960 <br />1176 <br />Total Area = <br />425 <br />Total Load = <br />2104 <br />1263 <br />4384 <br />2630 <br />Design: <br />4384 <br />2630 <br />Zone <br />Area <br />(5 <br />p o ID <br />p 5 <br />Force (#J <br />ASD Force /#J <br />Force /#) <br />ASD Force #) <br />Floor 2 Awall <br />69 <br />20.7 <br />20.7 <br />20.7 <br />1422 <br />853 <br />1097 <br />658 <br />Agable <br />0 <br />20.7 <br />20.7 <br />20.7 <br />0 <br />0 <br />0 <br />0 <br />B <br />0 <br />-0.4 <br />0.0 <br />0.0 <br />0 <br />0 <br />0 <br />0 <br />Cwall <br />220 <br />14.5 <br />14.5 <br />14.6 <br />3192 <br />1915 <br />3527 <br />2116 <br />Cgable <br />0 <br />14.5 <br />14.5 <br />14.5 <br />0 <br />0 <br />0 <br />0 <br />D <br />D <br />0.7 <br />0,7 <br />0.7 <br />0 <br />0 <br />0 <br />0 <br />Total Area = <br />289 <br />Total Load = <br />4614 <br />2768 <br />4624 <br />2774 <br />Desi n : <br />46Z4 <br />2774 <br />28.5.4 Minimum Design Loads <br />GgeL YYCa�vq�at <br />Zone <br />Area <br />p sf) <br />p (psf) <br />sf) <br />Force (#) <br />ASD Force (#) <br />Force (#) <br />ASD Force (#) <br />Roof Awall <br />24 <br />20.7 <br />20.7 <br />20.7 <br />503 <br />302 <br />386 <br />233 <br />Agable <br />29 <br />20.7 <br />20.7 <br />20.7 <br />591 <br />355 <br />456 <br />274 <br />8 <br />21 <br />-0.4 <br />0.0 <br />0.0 <br />0 <br />0 <br />168 <br />101 <br />(;wall <br />153 <br />14.5 <br />14.5 <br />14.5 <br />2212 <br />1327 <br />2444 <br />1466 <br />Cgable <br />185 <br />14.5 <br />14.5 <br />14.5 <br />2672 <br />1603 <br />2952 <br />1771 <br />D <br />0 <br />0.7 <br />0.7 <br />0.7 <br />0 <br />0 <br />0 <br />0 <br />Total Area = <br />411 <br />Total Load = <br />5977 <br />3586 <br />6408 <br />3845 <br />Design : <br />6409 <br />3845 <br />Zone <br />Area <br />p o 5 <br />p S1) <br />P (PS9 <br />Force (#) <br />ASD Force (#) <br />Force (#) <br />ASD Force (# <br />Floor 2 Awall <br />63 <br />20.7 <br />20.7 <br />20.7 <br />1298 <br />779 <br />1001 <br />601 <br />Agable <br />0 <br />20.7 <br />20.7 <br />20.7 <br />0 <br />0 <br />0 <br />0 <br />e <br />0 <br />-0.4 <br />0.0 <br />0.0 <br />0 <br />0 <br />D <br />0 <br />Cwall <br />364 <br />14.5 <br />14.5 <br />14.5 <br />5277 <br />3166 <br />5831 <br />3498 <br />Cgable <br />0 <br />14.5 <br />14.5 <br />14.5 <br />0 <br />0 <br />0 <br />0 <br />D <br />0 <br />0.7 <br />0.7 <br />0.7 <br />0 <br />0 <br />0 <br />0 <br />Total Area = <br />427 <br />Total Load = <br />6575 <br />3945 <br />6832 <br />4099 <br />Design = <br />6832 <br />4099 <br />Date: 6/20/2022 <br />Page: L'I A <br />