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Calculation: Snow Load 7_16 ; 2-21 <br />Criteria & Base Snow Load: <br />ASCE 7-16 Chaper 7 <br />Risk Category: I I <br />Ground Snow Load, pg: 25 psf <br />Surface Roughness Category: B <br />Exposure: Partially Exposed <br />Exposure Factor, Ce: 1.00 <br />Building Thermal Condition: All Structures unless noted otherwhise <br />Thermal Factor, Ct: 1.00 <br />Importance Factor, Is: 1.00 <br />Flat Roof Snow Load, pf: 17.50 psf <br />Min. Low -Slope Roof Snow Load, p,,,: 20.00 pSf (Do not use_for determining drift loads, sliding, unbalanced, or partial loads) <br />Roof Slope Factor, C,: 1.00 <br />Sloped Roof (Balanced) Snow Load, ps: 17.5 psf <br />Rain on Snow Surcharge: 0 psf <br />Sloped Roof Snow Load, ps+ Rain on Snow Surcharge: N/A pSf (Do not use.fordetermining drift loads, sliding, unbalanced or partial loads) <br />Jurisdiction Min. Flat Roof Snow Load, pm: 25.00 pSf (Do not usefordetermining drff loads, sliding, unbalanced, orpartialloads) <br />Design Roof Snow Load: 25.00 <br />13228 NE 20th St., Suite 100, Bellevue, WA 98005 1 (425) 614-0949 <br />Project: Starbucks - Broadway & 1 Oth Pg. No: A - 2 <br />Address: 101O N Broadway, Everett, WA 98201 Date: 3/19/2024 <br />Client: Graphite Design Group Job No.: 24084 <br />