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CALCULATIONS FOR <br />Job: GLOVER SOLAR PANELS <br />Address: 2302 W. Hemlock Way <br />Santa Ana, CA 92704 <br />INDEX TO CALCULATIONS <br />Sheet <br />1 <br />2 <br />Itern <br />design loads, wind uplift check <br />attachment check, rail check, lateral cheek <br />Engineering Calculations Performed By: <br />Doug Engineering <br />20751 Kelvin Lane, Huntington Beach, CA 92646 <br />949-285-5104 <br />For: Verengo Solar Plus <br />20285 South Western Avenue, Suite 200 <br />Torrance. CA 90501 <br />(877) 403-3479 <br />Project Number VS-6696 16$*3*A, <br />Date:3/5/2014 AimkLd-04¥.ft <br />BASIS FOR DESIGN #*fre 69163 Ti <br />CODE:2013 California Building Code <br />ASCE 7-10 <br />LIVE LOADS <br />ROOF 20.0 psf <br />£ EXP. 06-30-14 j, <br />LATERAL <br />Seismic Design Category: D R 6.5 <br />Seismic Use Group I SDS 1 <br />SS 150 %SD1 0.6 <br />Sl 60% I 1 <br />WIND Exposure C Figure 30.5-1 - Components and Cladding <br />V38 110 mph Table values are multiplied <br />w 1 by X <br />1<z, 1 1= 1.21 Exposure C <br />a 3 ft <br />Pnet = 1 X i.zt X I X Pne£30 <br />1 <br />roof slope 7-27 degrees <br />20 sf <br /> Zone; 1 Pnet30 = <br />Zone 2 Pne,30 - <br />Zone 3 Pnet30 - <br />Downward for all zones <br />1 1 <br />-23.5 psf (interior zones) All panels within Zone 1 &2 <br />-38.6 psf (end zones)Use Zone 2 Value <br />-52.6 psf (Corner Zones within a) <br />13.8 psf <br />4 <br />r