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STRUCTURAL CALCULATIONS <br /> ._ WC DProject Name: CHASE OVP 48200R004495 New Construction <br /> Location: 132nd St.SE,Everett,WA 98208 <br /> Project No.: CN040623 <br /> ASCE 7-16 Seismic Base Shear Project File:Enercalc 132nd.ec6 <br /> LIC' KW-O6C1479k.Buiia:23.22.12.28 WCD&ASSOCIATES fc?ENERCALC INC 1983-202; <br /> DESCRIPTION: Seismic Base Shear Analysis <br /> Seismic Base Shear ASCE 7,16 Section 12.8.1 <br /> Cs • 0.1685 from 12.8.1.1 W(see Sum Wi below) = 106.05 k <br /> Seismic Base Shear V= Cs'W = 17.87 k <br /> Vertical Distribution of Seismic Forces ASCE 7-16 Section 12.8.3 <br /> •k".hx exponent based on Ta= 1.UU <br /> Table of building Weights by Floor Level... <br /> Level# Wi:Weight Hi:Height (Wi'Hi"k) Cvx Fx=Cvx'V Sum Story Shear Sum Story Moment <br /> 1 106.05 15.00 1,590.69 1.0000 17.87 17.87 0.00 <br /> Sum WI= 106.05 k Sum Wi'HI = 1.590.69 k-ft Total Base Shear= 17.87 k <br /> Base Moment= 268.0 k-ft <br /> Diaphragm Forces :Seismic Design Category"B"to"F" ASCE 7-16 12.10.1.1 <br /> Level# WI Fi Sum Fi Sum Wi Fpx:Calcd Fpx:Min Fpx.Max Fpx Dsgn.Force <br /> 1 106.05 17.87 17.87 106.05 17.87 23.23 46.46 23.23 23.23 <br /> Wpx Weight at level of diaphragm and other structure elements attached to it. <br /> Fi Design Lateral Force applied at the level. <br /> Sum Fi Sum of"Lat.Force-of current level plus all levels above <br /> MIN Req'd Force Q Level 0.20'S DS 'I'Wpx <br /> MAX Req'd Force @ Level 0.40*S DS ' I'Wpx <br /> Fpx:Design Force C Level Wpx'SUM(x->n)Fi 1 SUM{x-,n)wi, x=Current level,n=Top Level <br /> ADDRESS:6930 Destiny Drive Suite#300,Rocklin,CA 95677 I I'll()NE 916-251-9798 I WE B www.WCDAssociates.com <br /> Page 6 of 89 <br />