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B7171L <br />ENGINEERING <br />Benton Square TH <br />Unit Type 'C' <br />19011 Wood-Sno Road NE, Suite 100 <br />Woodinville, WA 98072-4436 <br />Phone:425-814-8448 <br />Fax:425-821-2120 <br />Revision Date: 1/11/2021 <br />ps = A Kzr ps3o (26.5-1) Exposure = <br />B <br />A = 1.02 (Fig. 28.5.1) Mean Roof Ht hn (ft) = <br />32 ft <br />K2r = 1.00 (Section 26.8) a (roof) = <br />3.0 ft <br />a (upperimain floor) = <br />3.0 ft <br />Basic Wind Speed = <br />100 mph <br />Roof Angle = <br />19 <br />26.54 Minimum Desion Loads <br />aY Zone <br />Area <br />p (P4 <br />p , (04 <br />P (Psq <br />Foree (p) <br />ASD Farce (!t) <br />Fanx (p) <br />ASD Farce 0) <br />Roof A*w <br />24 <br />21.6 <br />21.6 <br />22,0 <br />528 <br />317 <br />384 <br />230 <br />Agable <br />27 <br />21.6 <br />21.6 <br />22.0 <br />594 <br />357 <br />432 <br />259 <br />B <br />54 <br />•6.0 <br />0.0 <br />0.0 <br />0 <br />0 <br />432 <br />259 <br />Cwall <br />40 <br />14.3 <br />14,3 <br />14.6 <br />585 <br />351 <br />640 <br />364 <br />Cgable <br />33 <br />14.3 <br />14.3 <br />14.6 <br />483 <br />290 <br />528 <br />317 <br />D <br />31 <br />-3.3 <br />0.0 <br />0.0 <br />0 <br />0 <br />246 <br />149 <br />Total Area = <br />205 <br />Total Load = <br />2190 <br />1314 <br />2664 <br />1598 <br />Design: <br />2664 <br />259" <br />Zone <br />- Area <br />pim fpso <br />a (Psi) <br />P (Psf) <br />Force 10 <br />ASD force ON <br />Force (4) <br />ASD Force (al <br />Floor3 Awall <br />59 <br />21.6 <br />21.6 <br />22.0 <br />1299 <br />779 <br />944 <br />566 <br />Agable <br />0 <br />21.6 <br />21.6 <br />22.0 <br />0 <br />0 <br />0 <br />0 <br />B <br />0 <br />-6.0 <br />0.0 <br />0.0 <br />0 <br />0 <br />0 <br />0 <br />Cwall <br />98 <br />14.3 <br />14.3 <br />14.6 <br />1438 <br />863 <br />1573 <br />944 <br />Cgable <br />0 <br />14.3 <br />14.3 <br />14.6 <br />0 <br />0 <br />D <br />0 <br />D <br />0 <br />.3.3 <br />0.0 <br />0.0 <br />0 <br />0 <br />D <br />0 <br />Total Area = <br />157 <br />Total Load = <br />2737 <br />1642 <br />2517 <br />1510 <br />Deei n : <br />2737 <br />1642 <br />Zone <br />Area <br />P.- (Psf) <br />(➢s(l <br />P (psf) <br />Force (0) <br />ASD Force 14) <br />Force (a) <br />ASD Force f4) <br />Floor Awa!I <br />59 <br />21.6 <br />21,6 <br />22.0 <br />1299 <br />779 <br />944 <br />566 <br />Agable <br />0 <br />21.6 <br />21.6 <br />22.0 <br />0 <br />0 <br />0 <br />0 <br />8 <br />0 <br />-6.0 <br />0.0 <br />0.0 <br />0 <br />0 <br />0 <br />0 <br />Cwall <br />98 <br />14.3 <br />14,3 <br />14,6 <br />1438 <br />863 <br />1573 <br />944 <br />Cgable <br />0 <br />14,3 <br />14.3 <br />14.6 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />-3.3 <br />0.0 <br />00 <br />0 <br />0 <br />0 <br />0 <br />Total Area = <br />157 <br />Total Load = <br />2737 <br />1642 <br />2517 <br />1510 <br />Design <br />2737 <br />1642 <br />26.54 Minimum Desian Loads <br />casuy+rosr a. wn <br />Zane <br />Area <br />a CPA <br />acm.... (Psf) <br />P osf) <br />Force(#) <br />A50 Fame(r+J <br />Foroe(e) <br />A5DFarcet0j <br />Roof Awall <br />24 <br />21.6 <br />21.6 <br />22.0 <br />526 <br />317 <br />384 <br />230 <br />Agable <br />27 <br />21.6 <br />21.6 <br />22.0 <br />594 <br />357 <br />432 <br />259 <br />E <br />fl <br />-6.0 <br />0.0 <br />0.0 <br />0 <br />0 <br />0 <br />0 <br />Cwall <br />168 <br />143 <br />14.3 <br />14.6 <br />2457 <br />1474 <br />2688 <br />1613 <br />Cgable <br />193 <br />14.3 <br />14,3 <br />14.6 <br />2823 <br />1894 <br />3088 <br />1853 <br />D <br />0 <br />-3.3 <br />0.0 <br />0.0 <br />0 <br />0 <br />0 <br />0 <br />Total Area = <br />412 <br />Total Load = <br />6403 <br />3242 <br />6592 <br />3955 <br />Design ; <br />6542 <br />3955 <br />Zone <br />Area <br />ar _ (Pso <br />owSf) <br />P (Psf) <br />Force (4) <br />ASD Force 0) <br />Feree (k) <br />ASD Force W <br />Floor3 Awall <br />55 <br />21.6 <br />21,6 <br />22.0 <br />1211 <br />726 <br />880 <br />528 <br />Agable <br />0 <br />21.6 <br />21.6 <br />22.0 <br />0 <br />0 <br />0 <br />0 <br />B <br />0 <br />-6.0 <br />0.0 <br />0.0 <br />0 <br />0 <br />0 <br />0 <br />Cwall <br />417 <br />14.3 <br />14.3 <br />14.6 <br />6099 <br />3660 <br />6672 <br />4003 <br />Cgable <br />0 <br />%3 <br />14.3 <br />14.6 <br />0 <br />D <br />0 <br />0 <br />D <br />0 <br />-3.3 <br />0.0 <br />0.0 <br />0 <br />0 <br />0 <br />0 <br />Total Area = <br />472 <br />Total Load = <br />7310 <br />4386 <br />7552 <br />4531 <br />Design,. <br />7552 <br />4531 <br />Zone <br />Area <br />P- (Psf) <br />a. (Psf) <br />P (psi) <br />Forre (b) <br />ASD Force (b) <br />Fame (4) <br />ASD Force (If) <br />Floor Awall <br />59 <br />21.6 <br />21.6 <br />22.0 <br />1299 <br />779 <br />944 <br />566 <br />Agable <br />0 <br />21.6 <br />21.6 <br />22.0 <br />D <br />0 <br />0 <br />0 <br />B <br />0 <br />-6.0 <br />0,0 <br />0.0 <br />0 <br />0 <br />0 <br />0 <br />Cwall <br />397 <br />14.3 <br />14,3 <br />14.6 <br />5807 <br />3484 <br />6352 <br />3811 <br />Cgable <br />0 <br />14,3 <br />14.3 <br />14.6 <br />0 <br />0 <br />D <br />0 <br />D <br />0 <br />-3.3 <br />0.0 <br />0.0 <br />0 <br />0 <br />D <br />0 <br />Total Area r <br />456 <br />TotaT Load = <br />710C <br />4263 <br />7296 <br />4378 <br />Design : <br />7296 <br />4378 <br />Date: 5/30/2023 <br />Page: LI A L <br />