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( <br /> " ` b PL/BL/C f�/OliXS � �4 _ <br /> �., , ,,..�,.� 2 <:: , <br /> ENGIPIEERING /Pl66LIC SERVICES DEPARTMENT <br /> March 29, 2002 <br /> Gary Parkinson <br /> 2812 Colby <br /> Everett, WA 98201 <br /> RE: Owner: Tisdcl <br /> Joh Addr�ss: 2l 1�3 — 33`�' Strec[ <br /> I'I:m Chcck No: B0203-009 � <br /> Dcar Mr. Parkinson: <br /> In response to your application far a cons[ruction permit, your ��lans havc bccn <br /> cxamined and you are advised tha� tl��e issuancc of a pcnnit is bcina witl�hcld fur thc <br /> reasons listed bclow. These comments address building issues onty. Additional <br /> revisions, or additions, may b� required by other departments (such as UUlitics, <br /> Planning or Fire). All refercnces rcfcr !o the 1997 Uniform Building Code, �s <br /> amended by thc Statc of Wnshington ancUor Washington State Energy Code, 200] <br /> L'dition, unless stated otherwisc. <br /> In order for the processing of your application to continue, it wilt be necessare <br /> lo prcrvide tlie Building Division with two complete new sets of drawin�;s <br /> reflecting the corrections reyuested. <br /> 1. The plans should include the intent of providing a fire detection systcm Pcr <br /> Gverett City Ordinance 1902-92. <br /> 2. A rcvised structural dcsign �vill be required for d�e posts. The desigr fixcd <br /> end moment must be calculated at die lo� of lhe concrete. The wind force <br /> from thc tributary arca of thc roof must be considcrcd as a point loacl appiicd <br /> at the top ot the column. Thc wind force from the tributary area of the wall <br /> must be considercd as uniform and applied from 1 foot above thc concrete to <br /> the top of the post. Withoin thc provisions for the mctal siding i.e.) fastencr <br /> spacing, shcar transfer detailing, allowable sl�ear valurs, etc., an allowablc <br /> shear ol' )0 plF will be acceptable. However, the vertical diaphragms in thc <br /> end walls may only be utilized ir thein c�ight to widd� ratio is less thai� two to <br /> one. The species, commercial grade, and sizc classircation (posts & <br /> timbers?) must be included in the plans. Combined bending and axial forces <br /> in accordance with UBC 1612 and Chapter 23 (91 Edition of tlic Nation:il <br /> Design Specification) shall be investigated. <br /> 3. Verify that the post footin�s are of concrete (not sand) or revise t}�e design <br /> using die actual width of the post in the overturning cquation.. , <br /> ' l/ <br /> rn:nuru+cnn�sixw�wxwmas.00wx�isix^�cn 1 ! � <br /> CITY OF EVERETT• 3200 Cedar Sireet • Everett, WA 9£3207 • (425) 257-8810• Fax(425) 257-8856 � <br />