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Engineering Calculations <br />Snow Load Calculations <br />Using calculation procedure of ASCE 7-10 Chapter 7 <br />Description (Symbol)Interior Edge Corner Unit <br />Flat Roof Sno;w Load (Pf)0.0 0.0 0.0 psf <br />Slope Factor (Cs)0.9 0.9 0.9 <br />Roof Snow Load O.0 O.0 O.0 psf <br />Wind Pressure Calculations <br />Using simplified procedure of ASCE 7-10 Chapter 27 <br />Description (Symbol)Interior Edge Corner Unit <br />Net Design Wind Pressure uplift (Phet3O_up)-19.9 -34.7 -51.3 psf <br />Net Design Wind Pressure downforce (Pnet30_down)12.5 12.5 12.5 psf. <br />Adjustment Factof fof Height and Expo5ure 1.0 1.0 1.0 <br />Category (A) <br />Design Wind Pressure uplift (Wup)-19.9 -34.7 -51.3 psf <br />Design Wind Pressure downforce (Wdown 16.0 16.0 16.0 psf <br />ASD Load Combinations <br />Using calculation procedure of ASCE 7-10 Section 2.4 <br />Description (Symbol)Interior Edge Corner Unit <br />Dead Load (D)2.6 2.6 2.6 psf <br />Snow Load (S)0.0 0.0 0.0 psT <br />Load Combination 1 (D+0.75*(0.6*Wdown)+0.75*S)9.6 9.6 9.6 psf <br />Load Combination 2 (D+0.6*Wdown)12.0 12.0 12.0 psf <br />Load Combination 3 (D+S)2.4 2.4 2.4 psf <br />Uplift Design Load (0.6*D+0.6*Wup)-10.5 -19i.4 -29.3 psf <br />Maximum Absolute Design Load (Pabs)12.0 12.0 12.0 psf <br />Zep Solar, Inc. www.zepsolar.com I 3591617 I 2014-03-06 22:52 UTC Page 3 of 4 <br />:epSol