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Calculation: Drifi Snow Load AHU (2-211 <br />AHU <br />Design Wt: 185 lb <br />Length: 4.8 ft <br />Width: 1.8 ft <br />7.5 ft <br />48 <br />6 in 48 psf 23 <br />H <br />25 <br />25 psf <br />0 2ft 2ft �I 2ft 2ft <br />i ' I <br />Reaction at each Joist where the 1.417 ft <br />unit load is shared 1.54 ft <br />4==1_ ft 0.583 ft <br />Tib,21.2 <br />P= 92.5 <br />h\orst easel 1 26.98 lb <br />65.52 lb <br />5 4 3 ? 1 <br />16.87 _. <br />10.7_ <br />,I I 0 <br />Determination of Snow Drift at the Joist Where unit is <br />hunging Using Smilarity Triangle: <br />P= 92.5 lb half of unit wt <br />a 5.5 ft OK <br />13228 NE 20th St., Suite 100, Bellevue, WA 98005 1 (425) 614-0949 <br />Project: Starbucks - Brodway & 1 Oth Pg. No: B -2 <br />Address: 1010 N Broadway Everett,WA 98201 Date: 3/19/24 <br />Client: Graphite Design Group Job No.: 24084 <br />