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d. Elevation: Insertion of the project at - grade elevation can result in a reduction of wind pressure. If your project is in a special case study <br />region or in an area where wind studies have been performed, please verify with your jurisdiction to ensure that elevation effects have not <br />already been factored into the wind speed. If elevation effects have been included in your wind speed, please select 0.00 ft as the project <br />site elevation. <br />e. Wind Tunnel Testing: Wind tunnel testing coefficients have been utilized for design of the system. <br />3. Snow Design <br />a. Ground Snow Load: 0 - 100.00 psf (ASCE 7-10/ASCE 7-16/ASCE 7-22) <br />b. Roof Snow Load: Calculation per Section 7.3 (ASCE 7-10/ASCE 7-16/ASCE 7-22) <br />c. Unbalanced/Drifting/Sliding: Results are based on the uniform snow loading and do not consider unbalanced, drifting, and sliding <br />conditions <br />4. Seismic Design <br />a. Report SEAOC PV1-2012/ASCE 7-16/ASCE 7-22 SECTION 13.6.12 – Structural Seismic Requirements and Commentary for Rooftop Solar <br />Photovoltaic Arrays <br />Properties <br />1. Bay Weight: 2.45 lbs <br />2. Module Gaps (E/W) = 0.25" <br />3. Module Gaps (N/S) = 13.50" <br />Page 31 of 32 <br />Page 51