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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 Snow Load (Pf)0.0 0.0 0.0 psf <br />Slope Factor (Cs)0.9 0.9 0.9 <br />Roof Snow Lead 0.0 O.0 0.0 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 (Pnet30-up)-19.9 -34.7 -51.3 Psf <br />Net Design Wind Pressure downforce < net3O_down 12.5 12.5 12.5 psf <br />Adjustment Factor for Height and Exposure 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)Interiof Edge Corner Unit <br />Dead Load (D)2.6 2.6 2.6 psf <br />Snow Load (S)O.0 O.0 0.0 psf <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 Cbmbination 3 (D+S)2.4 2.4 2.4 psf <br />Uplift Design Load (0.6*D+0.6*Wup)-10.5 -19.4 -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 22:50 UTC Page 3 of 4 <br />tep Soli