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CALCULATIONS FOR <br />Job:TRANG SOLAR PANELS <br />Address: 1122 North Concord Street <br />Santa Ana, CA 92701 <br />FU <br />MASTER I.D. 2 <br />G.P. <br />21 <br />ERR DR' <br />PLANNEINDEX TO CALCULATIONS <br />Sheet Item TRANSF <br />1 design loads, wind uplift check <br />2 attachment check, rail check, lateral check <br />ROUGH <br />PLANNING INSPEC <br />Engineering Calculations Performed By: - <br />Doug Engineering NAME <br />20751 Kelvin Lane, Huntington Beach, CA 92646 <br />949-285-5104 <br />SUBJECT TO ITEk <br />RETAIN PLANE FO <br />BELOW: <br />For: Verengo Solar Plus ,4, O INTERIOR T? <br />20285 South Western Avenue, Suite 200 O NO EXTERIO <br />Torrance, CA 90501 O ALL MATER!; <br />O SCREENiNG(877) 403-3479 KOFESSON O SUBMIT LANI <br />Project Number VS-6832 '*diiA/*411 <br />Date:3/31/2014 uct-ov. 2-•02*ele4 CONDITIONS: <br />S <br />BASIS FOR DESIGN #00-'26163 ij <br />li I EXP 06·30·14 1* # <br />CODE:2013 California Building Code V\1 11 <br />ASCE 7-10 N.J>\.Es/52,0 <br />LIVE LOADS '9OFCAL <br />ROOF 20.0 psf <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 />S 110 mph Table values are multiplied <br />L 1 by X <br />lit 1 1=1.21 Exposure C <br />a 3 ft <br />Pnet-Xx Kzt XIX Pnet30 <br />1 '1 1 <br />roof slope 7-27 degrees <br />Atrb =20 sf <br />Zone 1 Pnet30 = <br />*Zone 2 Pnet30 = <br />Zone 3 Pne,30 = <br />Downward for All-zones <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 />I