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5019 9TH AVE W 2016-01-01 MF Import
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5019 9TH AVE W 2016-01-01 MF Import
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Last modified
4/19/2017 9:26:02 PM
Creation date
4/3/2017 2:42:38 PM
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Address Document
Street Name
9TH AVE W
Street Number
5019
Imported From Microfiche
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m <br />November 2, 1990 <br />:, _ �_ �� <br />�� <br />Select Homes <br />P.O. Box 708 <br />Mukilteo, Washingcon 98275 <br />RE: Owner: Select Hcmes <br />Job Address 5019 - 9th Avenue W <br />Plan Check No. 90/25885 <br />Dear Sir: <br />CIT� OF <br />Pverett <br />PUEUC SVORNS �EPAFTlAENT <br />�200 CEOAF SREtT <br />EVEREiT.WASHINGTON <br />98201 <br />In response to your application for a construction permit, your plans have <br />been examined and you are advised chat the issuance of a permit is being <br />withheld for the reasons lisced below. <br />1. Foundation plan shows differenc lor,ation of pier pads T.han actual <br />location. Indicate location of existing pier pads; show a11 <br />dimensions. (If existing pads are not used, locace proposed pads on <br />foundation plan.) <br />2. Footing on or adjacent to slope surfaces shall be founded in firm <br />material with an embedment and setback from the slope surface <br />sufficient to provide vertical and lateral support for the footi.ng <br />without detrimental settlement. E:ccept as provided for in Section <br />2907(d)6 and Figure 29-1, the following setback is �ieemed adequate to <br />meet the criteria. Where the slope is steeper than 1 horizontal to 1 <br />vertical, the required setback shall be measured from an imaginary <br />plane 45 degrees to the horizontal, projected upward from the toe of <br />the slope. 2907(d)3. <br />3. In Group R, Division 3 occupancies and in private staitways ici Group <br />R, Division 1 occupancies, winders may be used if the required width <br />of run is provided at a point not more than 12" from the side of ehe <br />stairway where the treads are tl-.e narrower, but in no case shall any <br />width or run be less than 6 inches at any point. 3306(d). <br />4. Wall section shown on Sheet 5 not applicable to this structure. <br />.ubmit revised section. <br />5. Flonr framing of upper floor not indicated on plans. Typical waJ.l <br />section indicates 2x10 at 16" O.C. 2x10's at 16" O.C. wi11 not span <br />29'. Provide size, species and grade of floor joists. <br />6. <br />7. <br />STREETS AEALPROPERTV/ <br />2548Bt� IJ.D's <br />'_59 8600 <br />Regardles� of occupant load, there shall be a floor or landing on <br />each side of a door. 3304(i) UBC. <br />Pr�vide stair section showinP ceiling at lower level. Maintain <br />minimum 6' S" headroom. <br />TRANSIT IAOtOR BUII.C:;r.i PUBLIC UTILIilES CONSTPUGTION ENGINEERING TRnFFICENGFI <br />:59�080] VFlUCLES 359�BE00 SERViCES 159�B000 INSPEGTION 259�BBW SIGNALMPINTENANCE <br />qgg.yopz .S9�9B00 Ylaiei5awer 259�P°:ri! 459�68a0 <br />Ormnaga <br />� <br />� <br />p <br />
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