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Betker & Associates, Inc.(E <br />May 17.2002 <br />Mafv Smith <br />1940 Country Cliib Road <br />Long Lake. MN 55356 <br />Structural Engineers <br />RE: E)ditfng Structure Evaluation for <br />Residential Addtion at <br />1940 Country Qub Road <br />DeerManr: <br />I am \Mtting to give you my oonckniona on the existing structure's alsility to receive load from an <br />addNion atxrve. My conclusions are taaed on my observations while at the site, and Infomnation given <br />tomebyyou. I was at the site on Wednesday 16,2002. <br />My understanding of the situaticn is as follows. You are working with a designer to layout an addWonal <br />level above your existing housr.. You would like to add an addition equ^ in size to the current footprint <br />of the lower levels. This induces the screen porch aea above the garage. <br />The existing 12 ” foundation wall running along the North, East and West sides of the house ate <br />probably adequate to support additional load. While at ti« site I determined that every third block had <br />both corse filled. I rnade the assumption that there is also reinforcing placed in these cores. Basedon <br />these obaenraHons and assumptions the foundation walls will support the added load of an additionalstory. <br />The existing North and South load bearing walls will not support addtional load They ae made of <br />2X4s spaced at 16* on center. These vwalls currently support roof load only on the ^ level aid roof <br />and fkxx on the lowest south end wall. In order to support the additional load of oiolher level, I <br />recommend adding a 2X6 in between or next to each 2X4. This would require widening the existing ^11 <br />and top plates. If the sill plate is widened toward the exterior of the bulking, the foundation well will <br />need to be widened to supjxxt the sill plate. <br />The existing East ar^ West non-to^ bearing walls are adequate as long as they remasn non-toad <br />'beating. These^made of2X4sdpabed;^ 16 ” on center. <br />The existing screen porch structure is not adequate to support any <br />renfKival of the structire and replacing it with 2X6 walls. <br />• • His nal load. I recommend <br />This should give you enough infonnation to work wrth your designer on the scope and budget of the <br />project. We vwxid be happy to assist you further once you begin preparing construction documents. <br />Call if you need any further Information. <br />Sincerely, <br />■“ - -V <br />• X, - <br />• V »• t• • <br />¥ <br />- • •1i <br />> <br />- '• <br />•I <br />10700W.Hwy.55.SuucI85 <br />Minneapolis. Minnesota 55441-6134 <br />Phone Number (763)546-0083 <br />Fax Number (763)546-3059