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19011 Wood-Sno Road NE,Suite 100 <br /> BYEWoodinville,WA 98072-4436 <br /> Phone:425-814-8448 <br /> E NGI NEERI]N G 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 (Fig,28,5,1) Mean Roof Ht hn(ft)= 32 fit <br /> K2T = 1.00 (Section 25.8) a(roof)= 3.0 ft <br /> a(upperlmain floor)= 3.0 ft <br /> Basic Wind Speed= 100 mph <br /> Roof Angle= 19 <br /> Rorthl6outh Loading 2a,5.4 61folmum Orsf2o Loads <br /> Zone Area ➢ w,(PSI) ➢,n,: Sf P fimf farce A) ASOFonef#) farce(#) ASOForce(#) <br /> Roof Am 24 21.6 21.6 22.0 528 317 384 230 <br /> Agable 27 21.6 21,8 22.0 594 357 432 259 <br /> B 54 -6.0 0,0 0.0 0 0 432 259 <br /> Cwall 40 14.3 14,3 14.6 685 351 64D 384 <br /> Cgable 33 14.3 14,3 14.6 483 290 528 317 <br /> D 31 -3.3 0.0 0.0 0 0 24 B 149 <br /> Total Area= 209 Total Load= 2190 1314 2664 1698 <br /> Design: 2664 ISM <br /> Zone Area ➢i,,, P59 ➢sal ,-,-(PSf PIPS Force(p) ASD Pone(#) Force IQ ASOForce(k) <br /> Floor 3 Awall 59 21.6 21.6 22.0 1299 779 944 566 <br /> Agable 0 21.6 21.6 22.0 0 0 0 0 <br /> 8 0 -6.0 0,0 0.0 0 0 0 0 <br /> Cwall 98 14.3 14.3 14.6 1430 863 1573 944 <br /> Cgable 0 14,3 14,3 14,6 0 0 0 0 <br /> n 0 -3.3 010 0.0 0 0 0 0 <br /> Total Area= 157 Total Load= 2737 1642 2517 1510 <br /> Design: 2737 1642 <br /> Zone Area ➢-(PSI) ➢-,x, Psf) P(PSq Force(#) ASD Fone(#) Force{#) ASO force(#) <br /> Floor2 Awall 59 21.6 21.6 22.0 1299 779 944 566 <br /> Agable 0 21.6 21.6 22.0 0 0 0 0 <br /> B 0 -6.0 OA 0,0 0 0 0 0 <br /> Cwall 98 14.3 14.3 14.6 1438 863 1573 944 <br /> Cgable 0 14.3 14.3 14,6 0 0 0 0 <br /> U 0 -3,3 0.0 0.0 0 0 0 0 <br /> Total Area= 157 Total Load= 2737 1642 2517 1510 <br /> Desl n: 2737 1642 <br /> East/Wost Loading 28.5.4 Minimum Otri n Loads <br /> Zone Area ➢a,(psi) ➢ " 05f) PSf (#2. ASD force(#) Force(0) A50forco(#) <br /> Roof Awalf 24 21,6 21.6 22.0 526 317 384 230 <br /> Agable 27 21.6 21.5 22.0 594 357 432 259 <br /> 8 0 -6,0 0.0 0.0 0 0 0 0 <br /> Cwall 152 14,3 14,3 14.6 2223 1334 2432 1459 <br /> Cgable 173 14,3 14.3 14.6 2530 1518 2768 1661 <br /> D 0 '-33 0,0 0.0 0 0 0 0 <br /> Total Area= 376 Total Load= 5876 3526 6016 3610 <br /> Deal n: 5016 3630 <br /> Zone Area ,,,(Ps p, -„-( sf} P(PSf) Force(#) ASP Forte(#) Farce(#) ASO Force(N) <br /> Floor 3 Awall 55 21.6 21.6 22.0 1211 726 880 628 <br /> Agable 0 21.6 21.6 22.0 0 0 0 0 <br /> a 0 40 0.0 0.0 0 0 0 0 <br /> Cwalf 378 14,3 14a 14,6 5524 3314 6043 3626 <br /> Cgable 0 14,3 14.3 14.6 0 0 0 0 <br /> D 0 -3,3 0.0 0.0 0 0 0 0 <br /> Total Area= 433 Total Load= 6735 4041 6923 4154 <br /> Design: 6923 41s4 <br /> Zone Area ➢su(PS[) ➢:nay (PSf} PIPS Force(#) ASD Force(#) Force(4) ASD Force(N) <br /> Floor 2 Awall 59 21.6 21.6 22.0 1299 779 944 566 <br /> Agable 0 21.6 21.5 22.0 0 0 0 0 <br /> B 0 -6.0 DA 0.0 0 0 0 0 <br /> Cwalf 358 14.3 14.3 14.6 5232 3139 5723 3434 <br /> Cgable 0 14,3 14.3 14,6 0 0 0 0 <br /> D 0 -3.3 0.0 0.0 0 0 0 0 <br /> Total Arta- 417 Total Load= 6530 3910 6G67 4000 <br /> Dasf n: 6667 4000 <br /> Dale: 5/30/2023 <br /> Page: L1.4 43 <br />