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2330 MELVIN AVE 2025-01-27
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2330 MELVIN AVE 2025-01-27
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Last modified
1/27/2025 2:31:20 PM
Creation date
12/10/2024 3:02:34 PM
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Address Document
Street Name
MELVIN AVE
Street Number
2330
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B T 19011 Woodinville—Snohomish Road NE,Suite 100 <br /> L Woodinville,WA 98072-4436 <br /> Phone:(425)814-8448 <br /> ENGINEERING Fax:(425)821-2120 <br /> April 9th,2024 <br /> Jeremy Maine <br /> Integrity Maintenance and Repair <br /> RE: 2330 Melvin Avenue <br /> Everett,WA 98203 <br /> Jeremy, <br /> Per your request and the request of the city of Everett,I visited the above referenced residence on the <br /> afternoon of April 8th,2024. The purpose of my visit was to provide a review of the existing addition at the <br /> south side of the original home. Specifically,I reviewed a new glue-lam beam in the kitchen ceiling and the <br /> new concrete basement walls. <br /> The beam in the kitchen ceiling is a 3 1/2 x 10 '/Z glue laminated beam (GLB) and is spanning approximately <br /> 11 feet. Based on my calculations,this beam is adequately sized to support the tributary roof and ceiling <br /> design loads. See attached calculations.This beam should be supported by at least a pair of 2x4 studs on each <br /> end. <br /> The concrete basement walls consist of a 6-inch-thick wall with#5 rebar at 24"o.c. each way. The wall <br /> thickness and rebar were confirmed by round penetrating radar. Please refer to a report prepared by Tony <br /> Velez,dated April 15C,2024. Core drilling confirmed that the footing extended at least 12 inches from the <br /> interior face of the wall and had a thickness of at least 12". Based on my calculations,the wall and footing <br /> thicknesses and its reinforcement is adequate structurally. See attached calculations. <br /> Additionally,the home appeared to be in good condition for a structure of this age. There were no areas of <br /> evidence of foundation settlement or significant structural deterioration or degradation of the wood framing <br /> and their connections. In general,there did not appear to be any existing structural safety concerns. <br /> If there is anything else,please feel free to call me at 425-814-8448 or email at Eric.Danngbtleng.net. <br /> Eric A. Dann. P.E., S.E <br /> Attachments <br /> �C A.D� <br /> �oF \NAS/Y,, �l <br /> CO z <br /> �F3029 <br /> �3ST e?: <br /> ANAL <br />
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