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• <br /> HERRERA REMODEL I September 14, 2022 I SDA Job# 9649 I 4 <br /> SEISMIC DISTRIBUTION FOR:A15-WSW,R=5.5 <br /> 1) FV x p height EV x height REDISTRIBUTE: E() <br /> EV(ROOF)= 3651 lb 3651 lb ) 7 62066 lb 6377 lb <br /> IV(2ND FLOOR)= 4539 Ib 4539 lb 2 54471 lb V x height x£V TOTAL = 5596 lb <br /> EV(1ST FLOOR)= 5468 lb 5468 lb 3 16404 lb EV x height TOTAL 1685 lb <br /> EV O= <br /> TOTAL= 13658 lb 13658 lb 132940 lb <br /> { <br /> I q� <br /> UNFACTORED LOAD SUMMARY: <br /> I WIND SEISMIC <br /> LEVEL <br /> _ (Ft-Rr) j (Lt-Rr) A15-WSW 1� <br /> EV(Roof)= 3280 lbs 1036 lbs 6377 lbs <br /> EV(3rd Floor)= 5683 lbs 11405 lbs 5596 lbs <br /> EV(2nd Floor)= 6226 lbs 9930 lbs 1685 lbs <br /> NOT APPLICABLE. <br /> TOTAL BASE SHEAR=i 15189 lbs 22371 lbs 13658 lbs <br /> (DI35 <br />