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1629 107TH PL SE 2022-05-02
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1629 107TH PL SE 2022-05-02
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5/2/2022 9:27:09 AM
Creation date
5/2/2022 9:26:53 AM
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Address Document
Street Name
107TH PL SE
Street Number
1629
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9. The sliding glass door should be shown to step down a maximum of 7 3/4"to a minimum <br /> 36"deep (x the width of the slider opening) landing. Section R311.3.2 <br /> 10.The locations of the smoke and CO detectors should be shown on the plans. Sections <br /> R314.2.2 & R315.2.2 <br /> Energy <br /> 1. The required eave baffle in the soffit should be shown. Section R402.2.3 <br /> 2. The floor insulation should be shown as R-38. Option 1A, Table 406.2 <br /> 3. The headers should be shown with minimum R-10 insulation. Footnote M to Table 402.1.1 <br /> STRUCTURAL <br /> 1. On Sheet A2, it appears that a 2x10 ledger beam is being installed to receive 2x10 joists <br /> at 16" oc. It is unclear from the drawings what the lag screw edge distances are from <br /> the callout. Please provide additional details clarifying the assembly. IRC 106.1.1. <br /> 2. On Detail 1/A4, it appears that the 16d nails are being used for gravity transfer into the <br /> 2nd story bearing wall. Please provide additional details and supporting design calculations <br /> indicating the mechanism for shear transfer into the existing shear wall. IRC 106.1.1. <br /> 3. On Sheet A3, please provide details indicating how the glulam beams frame into the new <br /> supporting 4x6 post. IRC 106.1.1. <br /> 4. From the plans on Sheet A3, it does not appear to contain details depicting connections <br /> from the existing 2"d story wood shear walls to the new GL beams. The re-supported <br /> condition appears to form a discontinuous shear wall and diaphragm system. Please <br /> provide structural details and structural calculations indicating how overturning demands <br /> from lateral forces in 2"d floor shear walls are resolved through new beams and posts. <br /> ASCE 7-10 Sec 12.3.3.3. <br /> 5. It is unclear from the plans how the new 4x6 post is to be connected at its base. Please <br /> provide details indicating this condition as this connection will have to resist loads from <br /> the discontinuous shear walls. IRC 106.1.1. <br /> In order for the processing of your application to continue, it will be necessary to provide the <br /> Building Division with two new sets of revised construction documents reflecting the corrections <br /> requested. Please include a response letter which indicates how the corrections were resolved. <br /> All codes cited refer to the 2015 International Building Code (IBC), 2015 International <br /> Residential Code (IRC), and/or the 2015 Washington State Residential Energy Code (WSEC), as <br /> amended by the State of Washington and adopted by the City of Everett. <br /> 0n 3200 Cedar Street (ID 425.257.8810 O tlee@everettwa.gov <br /> �j Everett,WA 98201 425.257.8857 fax everettwa.gov <br /> 13 <br />
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