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2940 CEDAR ST 2016-01-01 MF Import
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2940 CEDAR ST 2016-01-01 MF Import
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Last modified
1/25/2017 10:27:42 PM
Creation date
1/25/2017 10:27:08 PM
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Address Document
Street Name
CEDAR ST
Street Number
2940
Imported From Microfiche
Yes
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'✓ P!/BL/C iYOR/C5 <br /> December 30, 2011 <br /> Mark Wilson <br /> 21422 Nappy Valley Road <br /> Stanwood WA 98292 <br /> RE: Owner: Mike W��sUord <br /> ]ob Address: 2940 C�dar Stmct <br /> Plan Check No: 81112 019 <br /> Dear Mr. Wilson: <br /> ln response to your application (or a constructiun permit, yoin plans have bcen examined and <br /> you are a�vised that the issuance of a permit is beiny withheld for the reasons listed below <br /> These comments address building issues only. Additional revisions, or additions, may be <br /> required by other departments (such as Utilities, Planning or Fire). All references refer to the <br /> 2009 International Building Code, as amended by the State of Washington and adopted by the <br /> City of Everett and the Washington State Energy Cor•�, 2009 Fdition, unless stated otherwise. <br /> In order for the processing of your applicatfon to continue, it will be necessary to �I <br /> provide the Bullding Division with two sets of construdion document re�isions �i <br /> reflecting the corrections requested. i <br /> 1. Regarding Item 2 of the previous letter. i <br /> Your revised drawings inditate 38 inch high guardrails a[ the s:airways. IBC 1009.12 <br /> requires that stairways have both a 42 inch guardreil and handrail at 34-38 inches. The <br /> handrails will need to comply with the extension requirements of Item 3 of the pi evious <br /> letter, <br /> 2. Regarding Item 4 of the previous letcer: <br /> A structurel beam is required to support the stainvay jacks using a design Iive load of <br /> 100 pounds per square foot. Provide connection details. <br /> 3. Regarding Item 6 of the previous letter: <br /> The connection of the new posts to the existing concretP foundation should be included. <br /> 4. Regarding [tem 7 of the previous letter: <br /> The ledger lag bolts are required to be stainless or hot dipped galvanized. This should <br /> be added to the plans, <br /> 5 padiw\maW 1B 1117 OI�U91(1(Mar) <br /> C/ �� <br /> C-NGINEERING/PUBLIC SERVICES DIVISION • 3200 Cedar Slreet•Everetl,WH 98201 •(425�257-8800•Fax(425)257�856 <br />
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