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TSE <br />�a Engineering �� <br />DATE: 1 /5/16 <br />TO: Building Official <br />FROM:Terry Powell, P.E., Principal <br />SUBJECT: The Truss Company <br />Trusses with Tree Damage <br />2933 49'h Ave SW, Everett, WA <br />M EM O <br />Page 1 of 1 <br />TSE #8457B-8rev <br />Trusses damaged from a falling tree at the referenced site are to be replaced with matching <br />trusses. Single ply replacement trusses are to be "sistered" alongside damaged trusses and <br />attached with 10d x 3" nails spaced 8" oc all members. The 2-ply B10 truss is to be attached <br />with USP "WS6" wood screws spaced 16" oc all members plus a group of (10) WS6 at joints <br />18 and 20 where the "E1" and "E2" girders are located. Place groups in 2 rows spaced 6" oc <br />centered about joint. Replace hangers as necessary. Roof sheathing and rigid ceiling are to <br />be directly attached to replacement trusses per original building plans. Brace replacement <br />trusses per truss design drawing. <br />Digitally signed by: Terry L Powell, P.E. <br />12810 N.E. 978th Street, Sfe 218 Woodinville, WA. 98072 <br />(425) 489-6601 ferry@tse-aep.com <br />�_ <br />