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1 <br />1 <br />1 <br />' July 26, 2012 <br />PUBL/C L+�/O/�/�C' r <br />i�' <br />' Tony and Erastus Fontaine Sr. <br />10130 27th Dr. SE <br />Everett, 1NA 98204-4402 <br />' <br />' <br />i <br />' <br />' <br />1 <br />1 <br />' <br />Subject: Project: <br />Job Address: <br />Plan Check No: <br />Dear Mr. Fontaine: <br />Fontaine <br />1�130 27`h Dr. SE <br />B1207-022 <br />In response to your application for a construction permit, your plans have been examined and <br />you are aduised that the issuance of a permit is being withheld for the reasans fisted 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). Al( references refer to the <br />(2009 Internationa{ Building Code,) (2009 International Residential Code,) as amended by the <br />State of Washington andJor Washington State Energy Code 2009 Edition, and adopted by the <br />City of Everett, unless stated otherwise. <br />In order for the processing of your application to continue, it wHt be necessary to <br />provide the Building Division with two new complete sets of drawings reflecting the <br />correctians requested. <br />1. Where supported by attachment ta an exterior wail, decks shali be posifiively anchared <br />to the primary structure and designed far both vertical and laieral ioads, Where pasitive <br />connection ta the primary building structure cannot be verified during inspection, decks <br />shall be self-su�porting. RSC��.2.2 I�C <br />' 2. Placement af lag screws or bolts where deck ledger attachment is to band jaist, shall be <br />placed 2 inches frnm the bottom or top of the deck ledgers and between 2 a'nd 5 inches <br />' in from the ends. The lag screws or bolts shall be staggered from the top to the bottom <br />aiong the horizontal run of the deck ledger. R502.2.2.1.1 IRC <br />' <br />� <br />' <br />1 <br />3. The deck lateral laad connectian required by section R502.2.2 shall be permitted to be in <br />accordance with figure R502.2.2.3 {enclased). Hflld-down tension devices shall be <br />instal(ed in not (ess than 2 locatians per deck, and each device shall have an allowable <br />stress design capacity of nat less than 1500 pounds. RSOZ.2.2,3 IRC <br />4. Detail #4Q0 "standard railing" shaws the rail past notched and attached to the band <br />joist wifih {2) 3/8t'' diameter fags. The rail post cc�nnection shown daes not provide <br />CITY OF EVERETT� • 3200 Cedar Street • Everett, WA 98201 •(425) 257-8800 • Fax (425) 257-8882 <br />S:�1CommonlC�e�icatUHeilman�81207-022 (10130 27th Dr. 5[).doc <br />