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2017-01610 - new structure
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765 Lakeview Parkway - 06-117-23-34-0010
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2017-01610 - new structure
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Last modified
8/22/2023 5:27:32 PM
Creation date
1/24/2018 12:23:35 PM
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x Address Old
House Number
765
Street Name
Lakeview
Street Type
Parkway
Address
765 Lakeview Pkwy
Document Type
Permits/Inspections
PIN
0611723340010
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Voigt & Associates, Inc. Lllib <br /> STRUCTURAL ENGINEERING SERVICES COP/ <br /> 4635 NICOLS RD. SUITE 204 <br /> EAGAN,MN 55122 <br /> PH.(651)686-7727 FAX.(651)686-8444 <br /> Michael Karn October 14, 2017 <br /> Gonyea Homes <br /> 6102 Olson Memorial Highway <br /> Golden Valley,MN 55422 <br /> 763-432-4511 <br /> michael@gonyeacompanies.com <br /> RE: Sneen Residence at 765 Lakeview Parkway,Orono,MN 55391 <br /> Dear Mr. Karn: <br /> Per your request, I examined the main level garage wall(front elevation)of the address above for compliance with the 2015 <br /> Minnesota State Building Code(2012 IRC w/Minnesota amendments)bracing requirements. Your plan notes that you will <br /> be sheathing the entire exterior of the building with OSB permitting the use of Table R602.10.4 Continuous <br /> Sheathing Methods,CS-WSP and PFH. The braced wall line that includes the garage doors was analyzed as a gypsum <br /> board braced wall(method GB). <br /> Please note IRC Figures R602.10.8(1)and R602.10.8(2)Braced Wall Panel ...to Floor/Ceiling Framing connection <br /> requirements for the continuous method(attached). <br /> The attached sheet,C-1,provides detail on the braced wall assessment. The attached sheet,BP-1, indicates the locations of <br /> braced wall segments for the front elevation/garage entry on the main level of this house and the location of braced wall <br /> segments and portal frames. See Details Si and S2. <br /> You also asked that I review the tall wall at the sport court.Frame the exterior walls of the sport court indicated on your <br /> Lower Floor Plan as walkout foundation walls with(2)2X6s#2 SPF @ 12"centers,the exterior walls indicated over <br /> foundation Look Out walls with(1)2X6#2 SPF @ 12"centers and over the foundation walls indicated as Full Height frame <br /> with(1)2X6#2 SPF @ 16"centers. <br /> You asked me to comment on the tall wall framing at the exterior wall of the stair well. See Detail T1. <br /> A basic assumption of IRC bracing is that the rest of the structure is properly constructed and connected per the appropriate <br /> section of the code. <br /> The information and opinions contained herein are based upon the limited investigation described at the beginning of this <br /> report.No warranties are expressed or implied regarding the existence of other unknown conditions not specifically <br /> addressed.Our work is in accordance with generally accepted engineering standards and is not intended to be relied upon or <br /> transferred to individuals other than the addressee. Should information or conditions become known which differ from the <br /> discussion herein,they may alter the opinions or conclusions of the undersigned. <br /> Please call if you have any questions. <br /> Sincerely, <br /> P0L Wv OA:et <br /> I Hereby Certify That This Plan,Specification,Or Report Was Prepared <br /> By Me Or Under My Direct Supervision And That I Am A Duly <br /> Licensed Engineer Under The Laws Of The State Of Minnesota. <br /> Paul W.Voigt Date 10/14/17 License Number 20705 <br />
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