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i 1-4- pool <br />4111_.engineering <br />- inc. <br />POOL ENGINEERING INC.By: M.Sacendoncillo <br />Location: Santa Ana, CA:92705-7800 Date· 6/16/2014 <br />Job# 14-0994 <br />LATERAL LOADS (Seismic): <br />Seismic Design Parametefs: <br />le=1 Risk Category Seismic Importance Factor <br />R= 6.5 Response Modification Facfor <br />P= 1 Redundancy Factef <br />S.DS -0,985 Short Period; Design Spectral Acceleration Parameter (ASCE 7-10, Eqn. 11.4-31 <br />Sbl = 0.541 ils Period Design Spectral Acceieration Parameter (ASCE 7-10, Eqn. 11.4-3) <br />Site Class: D (ASCE 7-10, Section 11.4.2) <br />Risk Cat.: 11 (ASCE 7-10, Table 1.5-1) <br />SDC=,D Seismic Design Category (ASCE 7-10, Tables 11.6-1 and 11.6-2) <br />Base Sheer Governing Equations: <br />T= Ct Chn)x Approximate Fundamental Period (ASCE 7-10, Eqn. 12.8-7) <br />where:Cr= 0.02 <br />x = 0.75 <br />hn= 18.5 (ft.) Heightto Highest Level <br />T= 0.178 (s) <br />TL- 8.00 (s) Long-Period Transition Period (ASCE 7-10, Fig.22-16) <br />CS = (SDS |e)/R Seismic Respoose Coefficient (ASCE 7-10, Eqn. 12.8-2) <br />= 0.152 <br />CS max = (Ses le)/(T R)Maximum Seismic Response Coefficient (ASCE 7-10. Eqn. 12.8-3) <br />(Q_min)1 = <br /><4_min)2 = <br />0.849 <br />0.010 Minimum Seismic Response Coefficient (ASCE 7-10, Eqn. 12.8-5) <br />;0.0441 SOS Minimum Seismic Response Coefficient (ASCE 7-10, Eqn. 12.8-5 - supplement 2) <br />0.024 <br />(CS_min)3 (9·5 Si le)/R Minimum Seismic Respense Coefficient (ASCE 7-10, Eqn. 12.8-5 - supplement 2) <br />0.042 <br />Cs = 0.151543 Seismic Base Shear (ASCE 7-10, Section 12.8-1.1) <br />See nextsheet for Lateral Load Distribution Tables <br />6/16/2014 4:11 PM <br />\\peanasv2\pool\Projects Solar\2014\0994-14 Residential\14-0994 SOLAR PANEL CALCS.klsx <br />Page 10 of 13 <br />'©Pool Engineering, Inc. 2014 <br />1