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i- pool POOL ENGINEERING INC.By: M.Sacendoncillo <br />112 engineering I1 Location: Santa Ana, CA,92705-7800 Date: 6/16/2014 <br />inc. / <br />- Job# 14-0994 <br />LATERAL LOAD DISTRIBUTION: <br />Base Shear Calculations: <br />k= 1 Str.uctural Period Exponent (ASCE 7-10, Sectioni 12.8.3) <br />EXISTING STRUCTURE <br />Level Story Height <br />(ft)hx (ft) <br />Story Area <br />(fe2) <br />Story <br />Seismic Mass Wx (14 94 h* <br />(ps'f) <br />kWxhx <br />Iw hik Fi (K)VICKI) <br />Roof 16 16 1950.0 12.0 23.4 374.4 1.00 3.55 3.55 <br />Up,per 0 0 WA N/A N/A 0 0.00 O.00 0.00 <br />Lower. 0 N/A N/A N/A 0 0.00 0.00 ,0.000 <br />Existing Base Sheer= 3.55 <br />PROPOSED STRUCTURE <br />Level Story Height <br />(ft) <br />Story <br />h* (ft)Area <br />(ft2) <br />Story Seismic Panel Area <br />Mass (psf)(ft2). <br />Panel <br />Seismic Mass Wx (k) Wx hx <br />(psf) <br />k \A/xhxk <br />Iwi hik Fi (K) Vi (K j <br />Roof :16 16 1950.0 12.0 334.2 2.9 24.4 390.05 1.00 3.69 3.69 <br />Upper 0 0 N/A N/A N/A N/A N/A 0 0.00 0.00 0.00 <br />Lower 0 0 N/A N/A N/A N/A N/A O 0.00 O.00 O.00 <br />Proposed Base Shear=3.69 <br />Demand Increase = [(Proposed Base Shear - Extg. Base Shear)/Extg. Base Shear]x100 <br />= 4 -- -4.18% <br />Results:INCREASE LESS THAN 10% ==> OK <br />6/16/2014 4:11 PM <br />\\peanasv2\pool\Projects Solar\2014\0994-14 Residehtial\1440994 SOLAR PANEL CALCS.xlsx <br />Page 11 of 13 <br />©Pool Engineering, Inc. 2014 <br />1-