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8 59TH PL SW 2016-01-01 MF Import
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8 59TH PL SW 2016-01-01 MF Import
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Last modified
4/17/2017 1:59:56 PM
Creation date
4/17/2017 1:59:48 PM
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Address Document
Street Name
59TH PL SW
Street Number
8
Imported From Microfiche
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PUBLIC WORKS <br /> September 14,2010 <br /> Dave Klexen <br /> 16410 84" Street NL <br /> Lake Stevens WA 98258 <br /> Subject: Project: Rmadc l <br /> Job Address: 8 —59' Place SW <br /> Plan Check No: 131009-007 <br /> Dear Mr. Kleven: <br /> In response to your application for u construction permit, your plans have been examined and <br /> you are advised that the issuance of a permit is being withheld for the reasons listed below. <br /> These comments address building issues only. Additional revisions or additions may be required <br /> by other departments (such as Utilities, Planning or Fire). All references refer to the (2009 <br /> International Building Code,) (2009 International Residential Code,) as amended by the State of <br /> Washington and/or Washington State Energy Code 2006 Ldition, and adopted by the City of <br /> L'verett, unless stated otherwise. <br /> In order for the processing of your application to continue, it will be necessary to provide <br /> the Building DiN ision with two new complete sets of drawings reflecting the corrections <br /> requested. <br /> I. 'llic ledger connection does not meet the minimum requirements of Section <br /> R502.2.2.1 and Table 8502.2.2.1. <br /> 2. Provide lateral load connection per Section R502.2.2.3 and Figure R502.2.2.3. Ilold- <br /> down tension devices shall be installed in not less than two locations per deck, and <br /> each device shall have an allowable stress design capacity of not less than 1500 <br /> pounds. <br /> 3. Provide detail of stringer connection to supporting framing. <br /> 4. Provide gravity calculations and connection details for rim joist supporting the stairs. <br /> 5. Provide details tier each type of guard showing all components. Show opening size <br /> for till guards. Show how cath type of guard is capable of resisting a single <br /> concentrated load applied in any direction at any point along the top / Table R301.5 <br /> I RC. <br /> 1..AfiwNleilmn BlaW.a1711-TY PI SNl //� <br /> G..,-,.,, %AfA n0'V4 .IAng%OG7 AAnn.Cnv 1A9419F7_AAr,A <br />
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