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Br-FIL <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: 1/11/2021 <br />Unit Type 'C' <br />P5 c Kn 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 />North/5outh Loading <br />Zone <br />Area <br />P, (P4 <br />p -r , (psf) <br />P (D <br />Force (sl <br />ASD Force (a) <br />Farce 0)--- <br />ASD Force fa) y-- <br />Roof A,j <br />24 <br />21.6 <br />21.6 <br />22.0 <br />528 <br />317 <br />384 <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 />-&0 <br />0.0 <br />0.0 <br />0 <br />0 <br />432 <br />259 <br />Cwali <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 />528 <br />317 <br />0 <br />31 <br />-3.3 <br />0.0 <br />D.0 <br />0 <br />0 <br />246 <br />149 <br />Total Area = <br />209 <br />Total Load = <br />2190 <br />1314 <br />2664 <br />t598 <br />Design: <br />2664 <br />1598 <br />Zone <br />Area <br />p (D <br />P,,, . (ps(1 <br />P Psf) <br />ForceW) <br />ASO Force (9) <br />Force (4) <br />ASO Force (x) <br />Floor3 Await <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 />-6A <br />0.0 <br />0.0 <br />0 <br />0 <br />0 <br />0 <br />Cwall <br />98 <br />14.3 <br />14.3 <br />14.6 <br />1438 <br />863 <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 />1F42 <br />Zone <br />Area <br />P Ost) <br />(asf) <br />P (Psf) <br />Fare& (#) <br />ASD Force f4) <br />Force (pJ <br />ASD Ferc& (X) <br />Floor 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 />S <br />D <br />-6.0 <br />0.0 <br />0.0 <br />0 <br />0 <br />0 <br />0 <br />Cwall <br />98 <br />14.3 <br />1C3 <br />14.6 <br />1438 <br />863 <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 />167 <br />Total Load = <br />2737 <br />1642 <br />2517 <br />1510 <br />Design • <br />2737 <br />1642 <br />E.astlwost Loadirta <br />1A9 a naW- rl-i- raver <br />Zone <br />Area <br />V, (Psf) <br />0'. PSO <br />P1p5f) <br />ForcefR7 <br />ASD Form (4) <br />Force(tr) <br />ASD Form1#1 <br />Roof Awall <br />24 <br />21.6 <br />21.6 <br />22.0 <br />528 <br />317 <br />384 <br />230 <br />Agable <br />27 <br />21-6 <br />21.6 <br />22.0 <br />594 <br />357 <br />432 <br />259 <br />S <br />0 <br />•6.0 <br />0.0 <br />0.0 <br />0 <br />0 <br />0 <br />0 <br />Cw411 <br />168 <br />14.3 <br />14.3 <br />14.6 <br />2457 <br />1474 <br />2688 <br />1613 <br />Cgable <br />193 <br />14.3 <br />14.3 <br />14.6 <br />2823 <br />1694 <br />3088 <br />1653 <br />D <br />0 <br />-3.3 <br />OX <br />0.0 <br />0 <br />0 <br />0 <br />0 <br />Total Area = <br />412 <br />Total Load = <br />6403 <br />3842 <br />6592 <br />3955 <br />Design : <br />602 <br />3955 <br />Zone <br />Area <br />a, (Osf) <br />Pig, <br />0(psf) <br />Forc (p) <br />ASD Force fl)) <br />Force 0) <br />ASO Force(41 <br />Floor Awall <br />55 <br />21.6 <br />21.6 <br />22.0 <br />1211 <br />726 <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 />417 <br />14.3 <br />14.3 <br />14.6 <br />6099 <br />3660 <br />6672 <br />4003 <br />C93ble <br />D <br />14.3 <br />14.3 <br />14.6 <br />0 <br />0 <br />0 <br />0 <br />D <br />D <br />-3.3 <br />0.0 <br />0.0 <br />0 <br />0 <br />0 <br />0 <br />Total Area = <br />472 <br />Total Load = <br />731 D <br />4386 <br />7552 <br />4531 <br />Design : <br />7552 <br />4531 <br />Zone <br />Area <br />P. (Dsf) <br />P., , (Psf) <br />D (Daft <br />Form prl <br />ASA Force (aJ <br />Force (p) <br />ASD Force 0) <br />Floor 2 Awall <br />59 <br />21-6 <br />21.5 <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 />6 <br />0 <br />-6,0 <br />0.0 <br />0.0 <br />0 <br />0 <br />0 <br />0 <br />Cwall <br />397 <br />14.3 <br />14.3 <br />14.6 <br />5807 <br />3484 <br />6352 <br />3811 <br />Cgable <br />0 <br />14.3 <br />14.3 <br />14.6 <br />D <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 />Toial Area = <br />456 <br />Total Load = <br />7106 <br />4263 <br />7296 <br />437E <br />-Design ; <br />7296 <br />4378 <br />Date: 5/30/2023 <br />Page: L1.4(:_ <br />