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T I L 4 <br />ENGINEERING <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: 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 />� J'1rs�E3�k'f UEGr1 W' <br />28.5.4 Minimum 0eaign Loads <br />o <br />Zone. <br />Area <br />P i <br />Form a) <br />ASD Force J4 <br />Form p) <br />ASD farce fol <br />Roof A,,,, <br />24 <br />21.6 <br />21.6 <br />22.0 <br />528 <br />31T <br />3B4 <br />230 <br />Agable <br />27 <br />21.6 <br />21,6 <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 />585 <br />351 <br />640 <br />384 <br />Cgable <br />33 <br />14.3 <br />14.3 <br />14.6 <br />483 <br />290 <br />$28 <br />317 <br />D <br />31 <br />-3.3 <br />0.0 <br />0.0 <br />0 <br />0 <br />246 <br />149 <br />Total Area = <br />209 <br />Total Load = <br />2190 <br />1314 <br />2664 <br />1598 <br />Design: <br />2664 <br />15" <br />Zone <br />Area <br />p so <br />p. =­. (DSf) <br />P ( sf) <br />Force (01 <br />A50 Force (NI <br />Force <br />ASO Fcrce % <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 />B <br />0 <br />-6.0 <br />0,0 <br />0.0 <br />0 <br />0 <br />0 <br />0 <br />Gwa)1 <br />98 <br />14.3 <br />14.3 <br />14.6 <br />1438 <br />663 <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 />Design <br />2737 <br />1642 <br />Zone <br />Area <br />p , (P i <br />a < PS <br />p {ps♦t <br />Force (NJ <br />ASD Force(N) <br />Force (N) <br />ASO Force (a) <br />Floor 2 Awall <br />59 <br />21.6 <br />21.8 <br />22.0 <br />1299 - <br />- 779 <br />944 <br />566 <br />Agable <br />0 <br />21.6 <br />21.6 <br />2ZO <br />0 <br />D <br />0 <br />0 <br />8 <br />0 <br />-5.0 <br />0.0 <br />00 <br />0 <br />0 <br />0 <br />0 <br />Cwall <br />98 <br />14.3 <br />14.3 <br />14,6 <br />1438 <br />663 <br />1573 <br />944 <br />Cgable <br />0 <br />14.3 <br />14.3 <br />14,5 <br />0 <br />0 <br />D <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 />151P <br />Design : <br />2737 <br />2642 <br />Peefnwoer 1 -Ai- <br />28.5.4 Minimum Design toads <br />Zane <br />Area <br />e,., (f) <br />A .. We <br />P . I <br />Forced) ' ' <br />ASO Force IN) <br />Force(N) <br />ASD Force ry <br />Roof Awall <br />24 <br />21.6 <br />21.5 <br />22..0 <br />528 <br />317 <br />3" <br />23D <br />Agable <br />27 <br />21,6 <br />21.6 <br />22.0 <br />594 <br />357 <br />432 <br />259 <br />B <br />0 <br />-6.0 <br />0.0 <br />0.0 <br />0 <br />D <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 />-3.3 <br />0.0 <br />0.0 <br />0 <br />0 <br />D <br />0 <br />Total Area = <br />376 <br />Total Load = <br />5876 <br />3526 <br />6016 <br />3610 <br />Design <br />6016 <br />3620 <br />Zone <br />Area <br />a, { s <br />a, <br />p <br />Force(N) <br />ASD Force <br />Force(4) <br />ASO Force(N) <br />Floor Awatl <br />55 <br />21.6 <br />21.6 <br />22.0 <br />1211 <br />T26 <br />880 <br />528 <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 />0.0 <br />0.0 <br />0 <br />0 <br />0 <br />0 <br />Cwall <br />378 <br />14.3 <br />14.3 <br />14.6 <br />.6624 <br />3314 <br />6043 <br />3526 <br />Cgable <br />C <br />14.3 <br />14.3 <br />14.8 <br />0 <br />D <br />0 <br />0 <br />D <br />0 <br />-3, 3 <br />0,0 <br />0.0 <br />0 <br />D <br />0 <br />0 <br />Total Area = <br />433 <br />Total Load <br />6735 <br />4041 <br />6923 <br />4154 <br />Design <br />6923 <br />dtu <br />Zone <br />Area <br />a„ osn <br />c „ ,; , (Psn <br />p (psi) <br />Force (N) <br />ASO Force (N) <br />Force N) <br />ASO Force (9) <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 />21.6 <br />22.0 <br />0 <br />0 <br />0 <br />0 <br />a <br />0 <br />-60 <br />0.0 <br />0.0 <br />0 <br />0 <br />0 <br />0 <br />Cwall <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 />D <br />0 <br />0 <br />T Dial Alea = <br />417 <br />Total Load = <br />653.1 <br />304,18 <br />6667 <br />a^0C <br />Deal " : <br />9667 <br />4000 <br />Date: 5/30/2023 <br />Page: L1.4 4j <br />