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6025 ROCKEFELLER AVE 2016-10-04
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6025 ROCKEFELLER AVE 2016-10-04
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Last modified
1/13/2017 2:12:38 AM
Creation date
10/4/2016 2:29:14 PM
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Address Document
Street Name
ROCKEFELLER AVE
Street Number
6025
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• • `� <br />MPM <br />CE SE <br />September 20, 2015 <br />MPM Engineering <br />CI�IL & STRUCTURAL ENGINEERING <br />M/CHAEL P. MCCANN S.E. <br />WA <br />Mr. Paris Simmons <br />6025 Rockefeller Ave. <br />Everett, WA 9820� <br />425-387-8582 <br />P. O. Box 921 <br />Woodinville, WA 98072-0921 <br />OFFICE: (425) 879-7949 <br />Email: nasuuc�rec(�Y:ir�vahoaconi <br />Web: http://mmcengineering.tripod.com <br />�I � �`� .� � � � <br />l�C �, i <br />- -� i ;-- ---� <br />`C_1 r� `'�� �L. . � 1 <br />� . 1 <br />� �1��� — � 2��5 1l iJ� <br />�� ! ... <br />Subject: Existing Slab on Grade for a <br />New 12 X 16 Wood Frame Structure <br />6025 Rockefeller Ave. <br />Everett, WA 9820� <br />Mr. Paris: <br />'�� (� -:� <br />er; ict. <br />As you requested by phone, on September 16, 2015, Mr. Michael P. McCann of <br />MPM Engineering, made an on-site inspection of the existing slab on grade on <br />September 18, 2015, to determine if it is structurally adequate to support a new <br />12 X 16 structure. Mr. McCann is a licensed structural engineer in the State of <br />Washington. <br />As it presently exists to the east of the existing residence, the slab is 16' X 20' <br />with the 20' dimension in a north south direction. The thickness of the slab is <br />3.5" and the reinforcing is unknown. The slab has an edge footing on the east <br />side and the eastern portion of the north and south walls. That footing is about <br />6" to 8" " deep. There is an existing concrete apron to the south extending <br />away from the slab. The slab used to be used as the floor of a garage which has <br />since been removed. The east edge of the existing slab is about three to four <br />feet from an existing fence line. <br />It is the intent of the owner to erect a new 12'X 16 foot wood structure on the <br />slab, with the 16 foot dimension running east west. The south wall of the new <br />structure will align with the south edge of the existing slab, leaving a 8X16 <br />foot area of the existing slab exposed. <br />
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