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BYE <br />E NGI NEERIN G <br />19011 Wood-Sno Road NE, Suite 100 <br />Woodinville, WA 98072-4436 <br />Phone:425-814-8448 <br />Fax:425-821-2120 <br />Benton Square TH Revision Date: 1/11/2021 <br />Unit Typc:'B' <br />Ps = A K7r ps3o (28.5-1) Exposure = B <br />A = 1.02 (Flg, 28,5,1) Mean Roof Ht hn (ft) = 32 fit <br />K2T = 1.00 (Section 25.8) a (roof) = 3.0 ft <br />a (upperlmaln floor) = 3.0 ft <br />Basic Wind Speed = 100 mph <br />Roof Angle = 19 <br />Horth(South Loadlna <br />Zone <br />Area <br />P", (PSI) <br />p,., ,� Sf <br />P fi)S4 <br />Force A) <br />ASOAwce(>r) <br />Forcej#) <br />-v nr1nxnem uesr2n Le0e5 <br />ASO Force IV) <br />Roof Am <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 />21,8 <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 />685 <br />351 <br />640 <br />384 <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 />24 B <br />149 <br />Total Area = <br />209 <br />Total Load = <br />2190 <br />1314 <br />2664 <br />1698 <br />Design: <br />2664 <br />1S9a <br />Zone <br />Area <br />P i,,. P59 <br />p w,-- (11 <br />P (PS <br />Force (JJ <br />ASO fore (k) <br />Force IQ <br />ASO Force (.0) <br />Floor 3 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 />8 <br />0 <br />-6.0 <br />0,0 <br />OA <br />0 <br />0 <br />0 <br />0 <br />Cwall <br />98 <br />14.3 <br />14.3 <br />14.6 <br />1430 <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 />n <br />0 <br />-3.3 <br />010 <br />0.0 <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 />Zone <br />Area <br />P- (PSI) <br />fl-,. Psf) <br />P(Psq <br />Force(N) <br />ASO Force I01 <br />Force(B) <br />ASO force (p) <br />Floor2 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 />OA <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 />D <br />0 <br />-3,3 <br />0.0 <br />0.0 <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 />Desl n : <br />2737 <br />1642 <br />Eastlftsl Loading <br />Zone <br />Area <br />Pa, (psi) <br />PIA"", 05f) <br />PSf <br />Force(n <br />ASO force f#) <br />far<e(gJ <br />eao.n minrmum utu n LOCOS <br />ASO Fame (N) <br />Roof Awalf <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 />21.5 <br />22.0 <br />594 <br />357 <br />432 <br />259 <br />8 <br />0 <br />-6,0 <br />0.0 <br />0.0 <br />0 <br />0 <br />0 <br />0 <br />Cwall <br />152 <br />14,3 <br />14,3 <br />14.6 <br />2223 <br />1334 <br />2432 <br />1459 <br />Cgable <br />173 <br />14,3 <br />14.3 <br />14.6 <br />2530 <br />1518 <br />2768 <br />1661 <br />D <br />0 <br />' -33 <br />0,0 <br />0.0 <br />0 <br />0 <br />0 <br />0 <br />Total Area = <br />376 <br />Total Load = <br />5876 <br />3526 <br />6016 <br />3610 <br />Deal n: <br />5016 <br />3630 <br />Zone <br />Area <br />,,, (Ps <br />P� -. - (sf} <br />P (PSf) <br />Force(#) <br />ASO forte(#) <br />Farce J#) <br />ASO Force(Y) <br />Floor 3 Awall <br />55 <br />21.6 <br />21.6 <br />22.0 <br />1211 <br />726 <br />880 <br />628 <br />Agable <br />0 <br />21.6 <br />21.6 <br />22.0 <br />0 <br />0 <br />0 <br />0 <br />9 <br />0 <br />40 <br />0.0 <br />0.0 <br />0 <br />0 <br />0 <br />0 <br />Cwalf <br />378 <br />14,3 <br />14.3 <br />14,6 <br />5524 <br />3314 <br />6043 <br />3626 <br />Cgable <br />0 <br />14,3 <br />14.3 <br />14.6 <br />0 <br />0 <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 />433 <br />Total Load = <br />6735 <br />4041 <br />6923 <br />4154 <br />Deafgn: <br />6923 <br />4154 <br />Zone <br />Area <br />Pru (PS[) <br />➢:nay-• (PSf} <br />PIPS <br />Force(H) <br />ASO force fd) <br />Force(4) <br />ASO ForceIN) <br />Floor 2 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 />21.5 <br />22.0 <br />0 <br />0 <br />0 <br />0 <br />B <br />0 <br />-8.0 <br />R0 <br />0.0 <br />0 <br />0 <br />0 <br />0 <br />Cwalf <br />358 <br />14.3 <br />14.3 <br />14.6 <br />5232 <br />3139 <br />5723 <br />3434 <br />Cgable <br />0 <br />14,3 <br />14.3 <br />14,6 <br />0 <br />0 <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 Arta - <br />417 <br />Total Load = <br />6530 <br />3910 <br />6667 <br />4000 <br />Des; n : <br />6667 <br />4000 <br />Dale: 5/30/2023 <br />Page: L1.4I3 <br />