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2608 PANAVIEW BLVD 2016-01-01 MF Import
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2608 PANAVIEW BLVD 2016-01-01 MF Import
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Last modified
2/24/2017 10:15:48 AM
Creation date
2/24/2017 10:15:40 AM
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Address Document
Street Name
PANAVIEW BLVD
Street Number
2608
Imported From Microfiche
Yes
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; � <br /> , <br /> ,:.,�^ ENG/NEERING / PUBUC SERV/CES DEPARTMENT <br /> ;�,r <br /> . <br /> 25�c�t�C — �ec e � v�c� ���is/p� <br /> Scplembcr 4, 2007 <br /> Mr. David 12andolph <br /> 2G08 Panavicw I3h�d. <br /> G��crctt, WA 95203 <br /> Suhjeci: Projcct: Randolph <br /> Job Address: 2G08 Panavicw I3h�d. <br /> Plan Chcck No: B070G-O6G <br /> Dcar Mr. Randolph: <br /> In responsc to your application for a constniction permit, your plans hat�c becn examincd and <br /> you arc adviscd tliat thc issuancc of a permit is bcing withhcid for Qic rcasons listcd bclow. <br /> Thcsc comments addrcss building issucs only. Additional revisions or additions may bc <br /> rcquircd by othcr dcpartmcnts (such as Utilitics, Planning or Pirc). All refcrcnccs rcfcr to ll�c <br /> (200G Intcrnational I3uilding Codc,) (200G Intcrnational Residcntial Codc,) as amcndcd by thc <br /> S�atc of\'Vashington and/or Washington Slatc Cncrgy Codc 2006 rdition, and adoptcd by the <br /> Cily of Evcrctt, unless statcd othcrwisc. <br /> In order for the �rocessin� of your application to continue, it �ti�ill be <br /> necessar�� to provi�e the Bu�lding Division �vith t�vo complete netv sets of <br /> dr����ings reilecting the corrections requested. <br /> -- I. Vrovidc lateral analysis for wind and seismic loading preparcd Uy a licensed �VA State <br /> Structural Gnginccr. <br /> 2. 1Vhcre supported by auachmcnt to an caterior wall, decks shall be positivcl�� anchored <br /> to thc primary sttliclurc and dcsigncd for both vcrtical and latcralloads as applicable. <br /> Such attachment shall not be accomplished by Uic use of'rocnails or nails subject ro <br /> withdrawal. �Vherc positivc conncction to thc primary building slructurc canml bc <br /> vcrificd during inspcction, dccks shall bc sclf- supporting. Por dccks �viUi cantilevcrcd <br /> framing members, connections to exterior walls or other framing members, sh��ll Ue <br /> designed and constructed to resist uplift resuiting from the full live load specified in <br /> 'I'able R30L5 acting on thc cantilc��crcd portion of tl�c dcck. <br /> 3. Proeidc gravily r.ilculations for all hcams supporting thc ncw dcck. Thc plans wcrc <br /> changcd from thc original printing and show a 12 foot span. �Vhich makcs thc (2) 2x12 <br /> bram not nuct thc mininunu load requircments. <br /> d. 3pecily the conneciion of the 2 x l2's to the 4 s 6 posts. <br /> 5, Show how 2 x 12's are capable of reactine toge her to carry the load of tl�c deck. <br /> �.,�-E,;� ;}}�2 �c ILjJ-� �j, <br /> CIN OF EVERETT • 3200 Cedar Street • Everett, WA 98201 • (425) 257-8800 • Fax (425) 257-8856 �/,� <br /> �V / <br /> ui.ni ri nr��isru m�u ni.���ara,�+n cMm r,�n�,a�u�r ui��i,.� ��� <br />
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