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5801 S 2ND AVE B 2024-11-07
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5801 S 2ND AVE B 2024-11-07
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11/7/2024 8:41:37 AM
Creation date
5/15/2024 9:05:14 AM
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Address Document
Street Name
S 2ND AVE
Street Number
5801
Unit
B
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• • <br /> Stepan Lyashenko <br /> D <br /> 5801 S 2nd Ave, Everett WA,98208 ADU Response Letter JUN 3 0 2022 <br /> B2201-024 <br /> CITY OF EVERETT <br /> Permit Services <br /> Architectural: <br /> 1.See Sheets S2 and S3. Plans appear to be not to the scale specified on the plans. Plans should <br /> be updated. R106.1.1 <br /> Scale/page size updated in re-printed documents. <br /> 2.See elevations and sections. Plans should specify the roof pitch and floor heights. Plans should <br /> specify the height of the basement level. R106.1.1 <br /> Floor height, basement height, and roof pitch details added to page A-3. <br /> 3.See Sections on Sheet A-5. Required insulation should be specified for all exterior walls,floors, <br /> and ceiling/roof cavities per WSEC Table 402.1.1 and modifications per the selected Energy <br /> Credit 1.3 in Table R406.3. <br /> All required insulation specified on page A-4(updated per the energy code selections). <br /> 4.See Typical Wall to Roof Connection on Sheet S3 and cross sections on Sheet A-5.A minimum <br /> 1"air gap should be provided between the insulation and roof sheathing per Section R806.3. <br /> Detail note added to page A-5 and S3. <br /> 5.See Elevations on Sheet A-3 and A-4. Elevations should be updated to show the deck guard rail <br /> and stair guards. R106.1.1 <br /> Elevations updated on pages A-3 and A-4. <br /> Structural: <br /> 1. See the rear deck on Sheet S2 and A-1. The deck and location of the stairs do not match.Sheet <br /> S2 should be updated to match Sheet A-1 and required framing and footings should be specified. A deck <br /> ledger and connections should also be included on the plans. R106.1.1 <br /> S2 updated to match updated footing.Connection details specified on bottom right-hand corner of S2 <br /> and added additional details and markers for clarity. <br /> 2. Details for the construction of the stairs should be included. The joist spacing and spans should <br /> not exceed Table R507.6 considering a minimum 60 psf live load. Joists should be based on the net <br />
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