Laserfiche WebLink
B"'FE <br />ENGINEERING <br />19011 Wood-Sno Road NE, Suite 100 <br />Woodinvi1le, WA 98072-4436 <br />Phone: 425-814-8448 <br />Fax: 425-821-2120 <br />Benton Square TH Revision Date: 1 /11/2021 <br />Unit TvpC'C, <br />PS = h K2T PS3o (28.5-1) Exposure = B <br />.1= 1.02 (Fig. 28.5.1) Mean Roof Ht hn (ft) = 32 ft <br />K27 = 1.00 (Section 26.8) <br />a (roofl = 3.0 it <br />a (upperimain floor) = 3.0 ft <br />Basic Wind Speed = 100 mph <br />Roof Angie = 19 <br />28.5.4 Mlnrmum Dci!an [Dods <br />Horlitf8outb Loadtn <br />Zone <br />Area <br />P- (Psf) <br />Ps ".-. 0so <br />P (PS9 <br />Force (W) <br />ASD Force (01 <br />force (A] <br />ASO Force fN) <br />Roof A,,V <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 />-0.0 <br />0.0 <br />010 <br />0 <br />0 <br />432 <br />259 <br />Cwall <br />40 <br />14.3 <br />14,3 <br />14.6 <br />685 <br />351 <br />640 <br />384 <br />Cgable <br />33 <br />14.3 <br />14.3 <br />14.6 <br />483 <br />200 <br />628 <br />317 <br />D <br />31 <br />-3.3 <br />0.0 <br />0,0 <br />0 <br />0 <br />248 <br />149 <br />Total Area = <br />209 <br />Total Load = <br />2190 <br />1314 <br />2664 <br />1598 <br />Deslgn: <br />2664 <br />1590 <br />Zone <br />Area <br />�, s <br />�21,6 <br />P,+,n . 04 <br />p 6f <br />Force (N) <br />ASO Force (N) <br />Force 14) <br />ASP Farce (a) <br />Floor Awall <br />59 <br />21.6 <br />22.0 <br />1299 <br />779 <br />944 <br />666 <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 />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 />151 <br />Total Load = <br />2737 <br />1642 <br />2517 <br />1510 <br />Design; <br />2737 <br />1641 <br />Zone <br />Area <br />Pr-(Psf) <br />Pane.•..(PSI) <br />P(PSI) <br />Force(#) <br />ASO Foxe NJ <br />Force(9) <br />ASOForcefA) <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 />8 <br />0 <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 />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 />-33 <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 />28.5.4 Minimum Oerron loads <br />EDS11W051 Loariln <br />Zane <br />Area <br />P .. 51) <br />P .• 059 <br />P(PSI) <br />Force(X) <br />ASO Force <br />Fo(cc (9) <br />ASDForcejo <br />Roof Awall <br />24 <br />21,6 <br />21,6 <br />22.0 <br />528 <br />317 <br />384 <br />230 <br />Agabto <br />27 <br />21.6 <br />21.6 <br />22.0 <br />594 <br />351 <br />437 <br />259 <br />B <br />0 <br />-6.0 <br />0.0 <br />0.0 <br />0 <br />0 <br />0 <br />0 <br />Cwall <br />168 <br />14,3 <br />14.3 <br />14,6 <br />2457 <br />1474 <br />2668 <br />1613 <br />Cgable <br />193 <br />14.3 <br />14.3 <br />14.6 <br />2623 <br />1694 <br />3088 <br />1853 <br />D <br />0 <br />-3,3 <br />010 <br />0.0 <br />0 <br />0 <br />0 <br />0 <br />Total Area = <br />412 <br />Total Load = <br />5403 <br />3842 <br />6592 <br />3955 <br />Design : <br />6592 <br />3955 <br />Zone <br />Area <br />pry' s <br />p Psf) <br />Fore.(#) <br />ASO For- W <br />Force IN <br />ASO Force (0) <br />Floor 3 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 />0A <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 />$672 <br />Q03 <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 />472 <br />Total Load = <br />7310 <br />4386 <br />7552 <br />453t <br />Design: <br />- 75SZ <br />4531 <br />Zone <br />Area <br />Pm fpso <br />P-jaj- Psf) <br />P(Psn <br />Force(a) <br />ASOForce(4) <br />Force (NJ <br />ASO ForceJ#) <br />Floor2 Awall <br />59 <br />21i.6 <br />2t.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 />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 />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 />Tota Aied - <br />455 <br />Total Load = <br />7106 <br />4203 <br />729C <br />4378 <br />Design, <br />1296 <br />4378 <br />Date: 6/30/2023 <br />Page: L1.4C, <br />