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.1PoolPOOL ENGINEERING INC.By: R. Lopez ,1 a.-d_t. engineering Ii Location: Santa Ana, CA,92705-1765 Date: 10/21/2015 <br />- inc. / <br />- Job# 13-2165 <br />LATERAL LOADS (Seismic): <br />Seismic Design Parameters: <br />I= 1 Occupancy Important Factor <br />R= 6.5 Response Modification Factor <br />P= 1 Redundancy Factor <br />SDS = 0,929 Short Period Design Spectral Acceleration Parameter (ASCE 7-05, Eqn. 11.4-3) <br />501 = 0.501 ls Period Design Spectral Acceleration Parameter (ASCE 7-05, Eqn. 11.4-3) <br />Site Class: D (ASCE 7-05, Section 11.4.2) <br />Occupancy: 11 (ASCE 7-05, Table 1.1) <br />SDC = D Seismic Design Category (ASCE 7-05, Tables 11.6-1 and 11.6-2) <br />Base Shear Governing Equations: <br />T= Ct (hn)X Approximate Fundamental Period (ASCE 7-05, Eqn. 12.8-7) <br />where:Ct = 0.02 <br />x = 0.75 <br />hn = 18.5 (ft.) Height to Highest Level <br />T= 0.178 (s) <br />TL = 8.00 (s) Long-Period Transition Period (ASCE 7-05, Fig.22-16) <br />Cs- (SDS I)/R Seismic Response Coefficient (ASCE 7-05, Eqn. 12.8-2) <br />= 0.143 <br />CS_max = (SDS |)/(T R) Maximum Seismic Response Coefficient (ASCE 7-05, Eqn. 12.8-3) <br />0.801 <br />(Cs_min)1 = 0.010 Minimum Seismic Response Coefficient (ASCE 7-05, Eqn. 12.8-5) <br />(Cs_min)2 = 0·0441 Sos Minimum Seismic Response Coefficient (ASCE 7-05, Eqn. 12.8-5 - supplement 2) <br />0.022 <br />(Cs_min)3 = (0.5 SID/R Minimum Seismic Response Coefficient (ASCE 7-05, Eqn. 12.8-5 - supplement 2) <br />0.039 <br />Cs = 0.142873 Seismic Base Shear (ASCE 7-05, Section 12.8-1.1) <br />See next sheet for Lateral Load Distribution Tables <br />10/21/2013 10:34 AM <br />\\peanasv2\Pool\Projects\2013\2165-13 Solar Panel - Residential\13-2165 SOLAR PANEL CALCS.xlsx <br />Page 10 of 13 <br />©Pool Engineering, Inc. 2013