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10500 EVERGREEN WAY 2018-01-02 MF Import
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10500 EVERGREEN WAY 2018-01-02 MF Import
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Last modified
2/21/2020 1:49:46 PM
Creation date
2/10/2017 9:02:26 AM
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Address Document
Street Name
EVERGREEN WAY
Street Number
10500
Imported From Microfiche
Yes
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( <br /> � <br /> PUBL/C f�/�O/ZK+ri <br /> ��/-_Y �r� JY <br /> August ?Q 2002 <br /> Galen Dreis <br /> Drico Construction <br /> PO Box 1430 <br /> Mukilteo. WA 98275 <br /> RE: Owner. Performance Nissan <br /> Job Address: 10500 Evergreen Way <br /> Plan Check No: BO?J6-033 <br /> Dear Mr. Drcis: <br /> [n response to your application for a construction permit, your plans have been examined and you <br /> are advised that the issu.mce of a permit is beinL withheld for thc reasons listed below. These <br /> comments address building issues only. Additional revisions, or additions, may be required by <br /> other departments (s�ch as Utilities, Planning or Fire). All references refer to the 1997 Uniform <br /> Building Code, as amended by the State of Washin�ron ancUor Wushington State Ener�y Code, <br /> 2001 Edition, unless stated otherwise. <br /> This review does not cover submitted mechanical, sprink!er, electrical or plumbing documents — <br /> these permrts must be obtained separately and may require further review and submission of <br /> plans. <br /> In order for the processing uf your application to continue, it will be necessary to provide <br /> the Building Division with hvo complete n;,w sets of drawings retlecting th�� corrections <br /> requested. <br /> STRUCTURAL <br /> L No one here at the Building Department recalls seeing the GARCO metal buildin� plans <br /> or c�lculations. Two scts are required.. <br /> 2. Soil pressurc calculations For the eccentrically loaded footings are still required. <br /> 3. Provide calculations for the existin� 2 x l0 and 3 x l0 mezzanine Fleorjoists. I25 PSF <br /> appeurs to be too hieh for the allowable Iive luad. <br /> �4. Detail I/S2 should also include: <br /> L Baseplate thickness <br /> 2. Column to baseplate weld <br /> 3. Boiting and matcrial for the joist hanger nailers <br /> �. Footines F2 and F�� appcar e., be overiappin�_ on the footin�� plan. Provide a cross section. <br /> UI:DI�PL�('A V tiTR`?IILf CR�OG_'W 0:}�10'I�)f:CiiHGRIiC:]'�\'.\T i <br /> �17Y r�F EVERE?T• 3200 Cadar Strr-e' • E��erett. 'NA 9�20 t • (��25) 257-88GQ • Fax (�25) 257-8856 <br />
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