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19011 Wood-Sno Road NE,Suite 100 <br /> Woodinville,WA 98072-4436 <br /> Phone:425-814-8448 <br /> ENGINIEERIN G Fax:425-821-2120 <br /> Benton Square TH Revision Date: 1/1 1 12 0 21 <br /> Unit Type'C' <br /> ps=d Kzr PS30 (28.5-1) Exposure= $ <br /> A= 1.02 (Fig.28.5.1) Mean Roof Ht hn(ft)= 32 ft <br /> Kn= 1.00 (Section 26.8) a(roof)= 3.0 ft <br /> a(upperlmain floor)= 3.0 ft <br /> Basic Wind Speed= 100 mph <br /> Roof Angle= 19 <br /> North/South Leading <br /> 28.5.4 Mfnlmum pulgn imds <br /> Zone Area a L,(psf) p,.- (paf) P(pat) Force(p) ASO Force(p) Force(g) A5D Force(9) <br /> Roof A,,,,, 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 /> a 54 -6.0 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 1C3 14.6 483 290 528 317 <br /> D 31 -3.3 0.0 0.0 0 0 248 149 <br /> Total Area= 209 Total Load= 2190 1314 2664 1598 <br /> De n- 2664 1598 <br /> Zone Area o<m(PSO a ,(psf) D(PSf) ForceW) ASO Force(4) Force(#) ASO Force f#) <br /> Floor3 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 0.0 0.0 0 0 0 0 <br /> Cwall 98 14,3 14.3 14.6 1438 863 1573 944 <br /> CgaWe 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 2642 <br /> Zone Area a__.(osfl 0(psf) Force(p) ASO Force(4) Force(iy ASO Force(9j <br /> Floor 2 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 /> IS 0 -6.0 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 /> 0 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 /> EastWeIll-oading 28.5.4 Minimum Design Loads <br /> Zone Area a m(PST) a s P511 p(%Q Force 19) ASO Force(#) Force(8) ASO Force(o) <br /> Roo( 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 /> a 0 -6.0 0.0 0.0 0 0 0 0 <br /> Cw•all 168 14.3 14.3 14.6 2457 1474 2688 1613 <br /> Cgable 193 14.3 14.3 14.6 2823 1694 3088 1853 <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: 6592 3955 <br /> Zone Area a m( sf) n- s D(psf) Force(9) ASO Force(p) Fore(a) ASO Force(rtl <br /> Floor Awall 55 21.6 21.5 22.0 1211 726 880 528 <br /> Agable 0 21.6 21.6 22.0 0 0 0 0 <br /> B 0 .6.0 0.0 0.0 0 0 0 0 <br /> Cwall 417 14.3 14.3 14.6 6099 3660 6672 4003 <br /> Cgable 0 14.3 14.3 14.6 0 0 0 0 <br /> 0 0 -3.3 0.0 0.0 0 0 0 0 <br /> Total Area= 472 Total Load= 7310 4386 7552 4531 <br /> Design: 7552 401 <br /> Zone Area a" Dsf) a< -(Dsf) p(psf) Force Ix) ASO Force[p) Farce(p) ASO Force(0) <br /> Floor 2 Await SP 21.6 21.6 22.0 1299 779 944 566 <br /> A,gable 0 21,6 21.0 22.3 0 0 0 0 <br /> e 0 -6.0 0.0 0.0 0 0 0 0 <br /> Cwall $97 14.3 14,3 14.6 5607 3484 6352 3811 <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 /> Tola.Area- 456 Total Load= 7106 4263 7296 437E <br /> Desi n= 7296 4378 <br /> Date:5/30/2023 <br /> Page: LI A(„ <br />