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CALCULATIONS FOR 1 <br />lob:RUIZ SOLAR PANELS <br />Address: 2223 S. Ross Street <br />Santa Ana, CA 92707 <br />INDEX TO CALCULATIONS <br />Sheet Item <br />1 design loads, wind uplift cheek <br />2 attachment cheek, rail design, lateral analysis <br />Engineering Calculations. Performed By: <br />Doug Engineering <br />102 Pinon Tree Ln, C0sta Mesa, CA 92627 <br />949-285-5104 <br />Project Number <br />Date: <br />For: Sunbees Group Inc., dba True Power Solar; <br />451 W. Lambert, Suite 212 <br />Brea, CA 92821 ,ESSION. <br />(714)676-8888 42*Ziee, <br />TP.S-1218 A#!ZeL,:5··'20*- <br />10/16/2013 #018*9163 7U,\ 0.0»14 )* ' <br />BASISFOR DESIGN <br />CODE:2010 Caljfornia Building Code <br />ASCE 7-05 <br />LIVE LOADS <br />ROOF 20.0 psf <br />LATERAL i <br />Seismic Design Categofy: D R 5.5 <br />Seismic Use Group I SDS 1 <br />SS 150 %SD1 0.6 <br />Sl 60% [ 1 <br />WIND Exposure C Figure 6-3 - Components and Cladding <br />VGS 85 mph Table values are multiplied <br />w 1 by X <br />K• 1 1=1.21 Exposure C <br />a 3 ft <br />MASTER 1.D <br />G.P. <br />PLANNER_ <br />TRANSFERP <br />Pnet = A X I.zt X I X Pnet)OW <br />1 1 1 <br />roof slope 7-27 degrees <br />Atrib =20 sf <br />Zone 1 Pne130 =-14.0 psT (interior zones) All panels within Zone 1 &2 <br />Zone 2 Pre,30 =-23.0 psf (end zones)Use Zone 2 Value <br />Zone 3 Pnet30 =-31.5 psf (Corner Zones withih a) <br />Downward for all zones 8.2 psf <br />PLANNBNG I <br />ROUGH <br />NAME <br />RETAM PLA <br />SUBJECT T¢ <br />BELOW: <br />O INTE- <br />O NO E <br />'O ALL B <br />0 SCI* <br />CONDITION- <br />1