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CALCULATIONS FOR <br />Job:OJEDA SOLAR PANELS <br />Address: 1406 Kilson Drive Santa Ana, CA 92707 <br />INDEX TO CALCULATIONS i <br />Sheet Item <br />1 design loads, wind uplift check <br />2 attachment check, rail design, lateral analysis <br />Engineering Calculations Performed By: <br />Doug Engineering <br />102 Pinon Tree Ln, Costa Mesa, CA 92627 <br />949-285-5104 <br />111 <br />ARC?41'FE <br />ACCEPTED & <br />1 REPARATE FER <br />Project Number <br />Date: <br />i 008-f/,2160.1,- pa-7' Thb oil M 8?3:0 and OPER, <br />For: Sunbees Group Inc., dba True Power Solar 2 -· .'t r.tr.:,- on,1 R !9 1:W <br />451 W. Lambert, Suite 212 ,F,arjori-' 0.1 3'.7:·0 Vilk.! <br />Brea, CA 92821 5.dt W; i.•r..d:,1 ·.1. f _1• <br />(714)676-8888 1 Tits 22505,7,7.3 0¥ 61% 22€ <br />TPS-1196 1 50 hud 1 0 pormil nor tia alia•r-= -= - -a wu m.. , provisio[-0 07 ANY Cizy Ord <br />7/23/2013 HE 10 C 691 03 a <br />EXP 06-30·14 <br />BASIS FOR DESIGN (*\ - f /I# 1 Accepted Sy - <br />CITY C <br />CODE:2010 California Building Code f <br />ASCE 7-05 <br />LATERAL <br />5.5 <br />1 <br />0.6 <br />1 <br />LIVE LOADS <br />ROOF 20.0 psf I <br />Seismic Design Category: D R <br />Seismic Use Group I SDS ' <br />SS 150 %SD1 <br />Sl 60 % I <br />WIND Exposure C Figure 6-3 - Components and Cladding <br />V 85 mph Table values are multiplied <br />Iw 1 by XKzt 1 X=1.21 Exposure C <br />a 3 ft <br />Pnet = 1 x Kzt x I x Pnet3O <br />1 <br />roof slope 7-27 degrees <br />Atrib =20 sf <br />Zone 1 Pnet30 = <br />Zone 2 Pnet30 = <br />Zone 3 Pnet30 = <br />DownWard for all zones <br />1 1 <br />-14.0 psf (interior zones)All panels within Zone 1 &2 <br />-23.0 psf (end zgnes)Use Zone 2 Value <br />-31.5 psf (Corner Zones within a) <br />8.2 psf