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AXIAL SHEET: <br />ENGINEERING DATE:10/25/2012 <br />GROUP, INC.pROJECT: CATALINA <br />7251 OWENSMOUTH AVE. #4 STRUCTURAL & CIVIL DESIGN <br />CANOGA PARK, CA 91303 JOB No:212-013 <br />TEL: (818) 902-0200 FAX: (818) 902-0232 EMAIL: info@aeg-inc.net ENGR:LQ <br />SEISMIC FORCE <br />Wind <br />Seismic Force <br />Tributary Weight Total Factor Unit Force (18.5 psf) <br />Length (') (#/sq.ft) Quantity Load (#/')CSXP (#1.)VS.(#11 <br />ROOF <br />F1 roofl -64 18 1152 18.5 <br />roof2 -20 24 480 <br />walls -9 25 5 1125 h=13 <br />2757 X 0.20 =538 241 <br />F2 roofl -44 18 792 18.5 <br />roof2 -40 24 960 <br />walls (tower) 7 3.0 2 = 420 <br />walls -9 25 5 1125 h=20 <br />3297 X 0.20 -643 370 <br />F3 roofl -40 18 720 18.5 <br />room -40 24 960 <br />walls (tower) 7 30 2 = 420 <br />walls - 9 25 5 = 1125 h= 20 <br />3225 x 0.20 =629 370 <br />F4 roofl -60 18 1080 18. <br />room -20 24 =. 480 <br />walls -9 25 5 1125 h=13 <br />2685 X 0.20 =537 24 <br />LATERAL FORCE SUMMARY (#r): <br />*WIND GOVERNS <br />F1 =538 #r <br />F2 =643 #r <br />F3 629 #f <br />F4 537 #r <br />0