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19011 Wood-Sno Road NE,Suite 100 <br /> Br-FILWoodinville,WA 98072-4436 <br /> Phone:425-814-8448 <br /> ENGINEERING Fax:425-821-2120 <br /> Benton Square TH Revision Date: 1/11/2021 <br /> Unit Type'C' <br /> P5 c Kzr P530 (28.5-1) Exposure= B <br /> A= 1.02 (Fig.28.5.1) Mean Roof Ht hn(ft)= 32 ft <br /> K2T= 1.00 (Section 26.8) a(root)= 3.0 ft <br /> a(upperlmain floor)= 3.0 ft <br /> Basic Wind Speed= 100 mph <br /> Roof Angle= 19 <br /> NorthlSouth Laadln2 28.S.4 Minimum Ocslan toads <br /> Zone Area P. (Dsf) p -r,(psf) P(D Force M ASD Force(a) Farce(4) ASD Force(4) <br /> Roof A,1 24 21.6 21.6 22.0 528 317 384 230 <br /> Agable 27 21.6 21.6 22.0 594 357 432 259 <br /> B 54 -&0 0.0 0.0 0 0 432 259 <br /> Cwall 40 14.3 14.3 14.6 585 351 640 384 <br /> Cgable 33 14.3 14.3 14.6 483 290 528 317 <br /> 0 31 -3.3 0.0 D.0 0 0 246 149 <br /> Total Area= 209 Total Lead= 2190 1314 2664 t598 <br /> Design: 2664 1598 <br /> Zone Area p (D P ,,, L.(Psi) D Psf) Force W) ASD Force(9) Force(4) ASD Force(A) <br /> Floor3 Await 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 -6A 0.0 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 /> D 0 -3.3 0.0 0.0 0 0 0 0 <br /> Total Area= 157 Total Load= 2737 1642 2517 1510 <br /> Design 2737 1642 <br /> Zone Area P Vet) p.y,,,,A„(asf) p(Psf) Fore&(#) ASD Force f4) Force(pJ ASD Farce(X) <br /> Floor 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 /> S D -6.0 0.0 0.0 0 0 0 0 <br /> Cwall 98 14.3 1C3 14.6 1438 863 1573 944 <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= 167 Total Load= 2737 1642 2517 1510 <br /> Design• 2737 1642 <br /> EastlWast Loading 28.5.4 Minimum Design Laads <br /> Zone Area V' (Psn v.m« PSO P(psf) Forcefal ASOForce/M) Force(t1l ASD Forcepr) <br /> Roof Awall 24 21.6 21.6 22.0 528 317 384 230 <br /> Agable 27 21-6 21.6 22.0 594 357 432 259 <br /> S 0 •6.0 0.0 0.0 0 0 0 0 <br /> Cwall 168 14.3 14.3 14.6 2457 1474 2688 1613 <br /> Cgable 193 14.3 14.3 14.6 2823 1694 3088 1653 <br /> D 0 -3.3 0.0 0.0 0 0 0 0 <br /> Total Area= 412 Total Load= 6403 3842 6592 3955 <br /> Design: 6392 3955 <br /> Zone Area a� (Dsf) P'- 0(psf) Forces(p) ASD Fwce(1l) Force lb) ASD Force(41 <br /> Floor Awall 55 21.6 21.6 22.0 1211 726 880 528 <br /> Agable 0 21.6 21.6 22.0 0 0 0 0 <br /> B D -6.D D.D 0.0 0 D 0 0 <br /> Cwall 417 14.3 14.3 14.6 6099 3660 6672 4003 <br /> C93ble D 14.3 14.3 14.6 0 D 0 0 <br /> D D -3.3 0.0 0.0 0 0 D D <br /> Total Area= 472 Total Load= 731 D 4386 7552 4531 <br /> Design: 7552 4531 <br /> Zone Area P. (Dsf) (Dsf) D(Dsf) Formt#) ASO Force R) Force(p) ASO Force 0) <br /> Floor 2 Awall 59 21-6 21.E 22.0 1299 779 944 566 <br /> Agable 0 21.6 21,6 22.0 0 0 0 0 <br /> 6 0 -6,0 0.0 0.0 0 0 0 0 <br /> Cwall 397 14.3 14.3 14.6 5807 3484 6352 3811 <br /> Cgable 0 14.3 14.3 14.6 D 0 0 0 <br /> D 0 -3.3 0.0 0.0 0 0 0 0 <br /> Toial Area= 456 Total Load= 7106 4263 7296 437E <br /> -Design; 7296 4378 <br /> Date:5/30/2023 <br /> Page: L1.4(:_ <br />