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2109 MCDOUGALL AVE 2018-01-02 MF Import
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2109 MCDOUGALL AVE 2018-01-02 MF Import
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Last modified
5/3/2022 8:16:10 AM
Creation date
2/26/2017 4:23:44 PM
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Address Document
Street Name
MCDOUGALL AVE
Street Number
2109
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BROCKWAY <br />ARCHITECTURE & PLANNING <br />Jeff Heilman <br />% City of Everett Engineering/Public Se, vices <br />3200 Cedar Street <br />Everett WA 98201 <br />P.O. Box 1065 Everett WA 98206-1065 <br />(425) 252-6848 Everett <br />Toll free 1-866-377-4414 <br />(425) 25"742 FAX <br />EMAIL brocarch@gtenet <br />April 10, 2007 <br />Re: Plan review responses for #C0702-033, Cobb, 2109 McDougall Ave. <br />Dear Jeff <br />Attached are two sets of revised drawings Sheet's Al, 2 and 3 with the plan <br />review revisions requested in your April 2, 2007 letter. They are "clouded" and <br />referenced as Revision #1 with a triangle symbol and dated April 10, 2007 as <br />follows; <br />General: Code references have been revised to IRC 2003, and WSEC 2004, <br />and the Structural Notes on Sheet A-1 have been replaced with an IRC 2003 <br />version. <br />comments/revisions by item: <br />1. 2 x 4 over -framing at the cricket; Refer to the added note on view's 3/A-1, <br />2/A-2, and 2/A-3 regarding strong -backs at 6'-0" o.c.. <br />2. Insulation Baffles: Shown on 3/A-1 and 2/A-3 and as amended to 12" to <br />allow loose fill at owner option. <br />3. Smoke Alarms: See note on VA-2 and per owner re existing smoke alarms. <br />4. Header, see drawing view 3/A-1; previous detail has been noted with <br />revision key. <br />5. Guard Railings and handrails; See added note on 2/A-1 and detailsl/A-1, <br />and 4/A-1. <br />6. Basement Plan; See Basement Plan view 5/A-1. <br />7. Plate Washers to'/:' thickness: Per RB Engineering: Add 3" x 3" x'/I' <br />S. 5/8" A.B.'s: Anchor bolts are per engineering. Note on 3/A-3 (Section) has <br />been amended. <br />9. WSEC, see General Revision Note (above). <br />10. IRC 2003, see General Revision Note (above). <br />11. Stair width dimension; 3'-0" is a clear dimension and notes and dimensions <br />have been amended on several views including 2/A-2. <br />12. Fire -blocking at stair: See added note and blocking on 3/A-1. <br />13. Handrail requirements; See 1/A-1 and 4/A-1 <br />14. Structural Notes per page 12 of structural calc's; Per RB Engineering <br />provide 3000psi concrete and per IBC (not IRC) Table 2304.9.1 for nailing <br />not specific. <br />
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