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05-06-2002 - observation of foundation walls
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05-06-2002 - observation of foundation walls
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Last modified
8/22/2023 5:34:39 PM
Creation date
2/7/2020 1:14:35 PM
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x Address Old
House Number
1214
Street Name
Wildhurst
Street Type
Trail
Address
1214 Wildhurst Tr
Document Type
Correspondence
PIN
0711723310036
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FROM : PHONE NO. : 612 975 5916 May. 09 2002 08:46RM P2 <br /> i- 7s-c',; t,27 ;MA 1:,Ura.,MALUUNA.0 .. ,_ ._ . <br /> MAT'T4SON/MACDONALD INC. <br /> STRUCTURAL. ENGINEERS <br /> 1516 W. LAKE STgEET • • <br /> MINNEAPOLIS. MINNESOTA 55408 (B 1 2) e�7-7828 <br /> • ay 6, 2002 <br /> Bill Strong <br /> • Innovative Remodeling, Inc. • • <br /> 6901 Castle Lane ' <br /> Eden Prairie,MN 55364 • . <br /> Re: Observation of Foundation Wa • <br /> 1214 Wildhurst Trail, Orono Minnesota <br /> Dear Bill: . <br /> • <br /> As you requested;I have visited the above referenced residence to observe,the.condadon <br /> of the foundation walls. T have also reviewed the drawings that you provided,illustrating <br /> the proposed•addition of a new second floor over the.existing structpre, The.purpose of <br /> my visit was to judge the wall condition and the propbsed work and to providean opinion <br /> concerning.the adequacy of the existing 8" block'walls to.support the tctal.loa.ds.of"the <br /> existing and pew construction- • <br /> • <br /> 1 noted that the existing foundation walls were constructed as 10 course high wallsand <br /> • were in nearly all cases that Could be measured,•8" nominal width. Nominal 1.2".walls. ' <br /> '..— were noted in the small.room that contained the oil tank. The existing walls support the <br /> weight imposed by the.first floor and the roof. The walls at the north'side of the house <br /> • support the gravity loads as well as lateral soil loads for nearly their full height... All of . <br /> the walls will support the weight of an additional floor after the construction of the <br /> proposed second floor. , . . <br /> ' ; I have performed calculations to determine the loads on.the existing foundation wails :. <br /> ' , imposed by the new construction. I find that the loads imposed will ncit exceed the . <br /> . capacity of the existing walls. I have.also,considered the condition of the existing ' <br /> • foundation walls and it is'my opinion that the existing 8" masonry walls will perform <br /> properly. . . • <br /> If you have any questions or comments concerning the above, please do not hesitate to - <br /> contact me. <br /> Sincerely. <br /> Mattson/Macdonald, Inc. i hereby certity that thIS plan, specification, or report <br /> 1/7/(-1 was prttpusrsd ay me or undar rry direct avperysoon <br /> / Qnri lha am a duly Relt?et ed•:'roter.stonst EniTneer .1 <br /> nd® E we of the Stater of Minnes0ta- <br /> 1)a'id H. Macdonald PE • <br /> baVO.Z. - flea-N%—ii-7-414--"— ' <br />
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