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T <br /> 19011 Wood-Sno Road NE,Suite 100 <br /> Woodinville,WA 98072-4436 <br /> Phone:425-814-8448 <br /> E NGINEERIh G Fax:425-821-2120 <br /> Benton Square TH Revision Date: 111112021 <br /> Unit Type'B' <br /> �ps=A Kzr pslo (28.5-1) Exposure= 6 <br /> A= 1.02 (Fig.28.5.1) Mean Roof Ht hn(ft)= 32 ft <br /> KzT = 1.00 (Section 26.8) a(roof)= 3.0 ft <br /> a(upper/main floor)= 3.0 ft <br /> Basic Wind Speed= 100 mph <br /> Roof Angle= 19 <br /> NortWSouth Loading 28.5.4 Minlmum 0e,qr,Loads <br /> Zone. Area P i Form III ASD Force J4 Form#) ASD fare fol <br /> Roof A,,,, 24 21.6 21.6 22.0 528 31T 3B4 230 <br /> Agable 27 21.6 21,6 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 14.6 585 351 640 384 <br /> Cgable 33 14.3 14.3 14.6 483 290 $28 317 <br /> D 31 -3.3 0.0 0.0 0 0 246 149 <br /> Total Area= 209 Total Load= 2190 1314 2664 1598 <br /> Design: 2664 15" <br /> Zone Area P so p=­.(DSf) P 1 sn Force(01 A50 Force(NI Force ASO Force(a) <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 /> B 0 -6.0 0,0 0.0 0 0 0 0 <br /> Gwa)1 98 14.3 14.3 14.6 1438 663 1573 944 <br /> Cgable 0 14.3 14.3 14.6 0 0 0 D <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,( 1 a< PS P{Dst1 Force(NJ ASD Force rN) Force(N) ASO Force(a) <br /> Floor 2 Awall 59 21.6 21.8 22.0 1299 - - 779 944 566 <br /> Agable 0 21.6 21.6 22.0 0 D 0 0 <br /> 8 0 -5.0 0.0 00 0 0 0 0 <br /> Cwall 98 14.3 14.3 14,6 1438 663 1573 944 <br /> Cgable 0 14.3 14.3 14,5 0 0 D 0 <br /> D 0 -3.3 0.0 0.0 0 0 0 0 <br /> Total Area= 157 Total Load= 2737 1642 2517 151P <br /> Design: 2737 264Z <br /> EastlWesl Loading 28.5.4 MlNmum Deqn Loads <br /> Zane Area e,.,( f) n ..We p .I ForoON) ASP Force IN) Force(N! ASD Force(j <br /> Roof Awafl 24 21.6 21.5 22..0 528 317 3" 23D <br /> Agable 27 21,6 21.6 22.0 594 357 432 259 <br /> B 0 -6.0 0.0 0.0 0 D 0 0 <br /> Gwall 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 -3.3 0.0 0.0 0 0 D 0 <br /> Total Area= 376 Total Load= 5876 3526 6016 3610 <br /> Design 6016 3620 <br /> Zane Area a, ( s a, (pan P fpsn Force(N) ASD Force(N) Force(4+ ASP Force(N) <br /> Floor Awatl 55 21.6 21.6 22.0 1211 T26 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 378 14.3 14.3 14.6 .6624 3314 6043 3526 <br /> Cgable C 14.3 14.3 14.8 0 D 0 0 <br /> D 0 -3,3 0,0 0.0 0 D 0 0 <br /> Total Area= 433 Total Load 6735 4041 6923 4154 <br /> Design 6923 duo <br /> Zone Area a„ osn P­',"(Psn P(Psf) Force(N) ASD Force(N) Force N) ASD Force(9) <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 /> g 0 -6:0 0.0 0.0 0 0 0 0 <br /> Cwall 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 D 0 0 <br /> T Dial Alea= 417 Total Load= 653.1 304,18 6667 a^0C <br /> Deal ": 6667 4000 <br /> Date: 5/30/2023 <br /> Page: L1.4 4j <br />