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2017-00563 - new house
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600 Pinehurst Court - 06-117-23-34-0007
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2017-00563 - new house
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Last modified
8/22/2023 5:27:24 PM
Creation date
7/9/2018 8:39:15 AM
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x Address Old
House Number
600
Street Name
Pinehurst
Street Type
Court
Address
600 Pinehurst Ct
Document Type
Permits/Inspections
PIN
0611723340007
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. , RECEIVED <br /> ' �Voigt & Associates, Inc. �,�Y 2 5 2017 <br /> � STRUCTURAL ENGINEERING SERVICES <br /> 4635 NICOLS RD. SU[TE 204 C�N�F�RO�� <br /> EAGAN, MN 55122 <br /> � PH. (651)686-7727 FAX. (651)686-8444 �� <br /> Michael Karn May 13,2017 <br /> Gonyea Homes <br /> 1000 Boone Avenue North, Suite 400 <br /> Golden Valley,MN 55427 ''"$ <br /> 763-432-4511 ����� � ' <br /> michael@gonyeacom�anies.com ��� <br /> RE: Lee Residence at 600 Pinehurst Court,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 R60210.4 Continuous <br /> Sheathing iVlethods,CS-WSP�nd PFH. <br /> Please i�ote IRC Figures R602.10.8(1)and R602.10.8(2)Braced Wall Panel ...to Floor/Ceiling Framing connection <br /> requiremenls f�or the con�inuous 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 of the garage on the main level of this house and the location of portal frames. <br /> See Detail Sl. <br /> You asked me to comment on the tall wall framing at the stairwell. See Detail T1. <br /> You also asked that I review the tall wall framing at the sport court.Frame the exterior walls of the sport court indicated on <br /> your Lower Floor Plan as walkout with(2)2X6s#2 SPF @ 12"centers,the exterior walls indicated as Look Out with(1) <br /> 2X6#2 SPF @ 12"centers and the wall indicated as Full Height with(1)2X6#2 SPF @ 16"centers. <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. Please note IRC Figures R60210.8(1)and R602.10.8(2) Braced Wall Panel ...to FloorlCeiling <br /> Framing connection requirements i�or the continuous method(attached). <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 no[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 /> P�. w� � . <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 Minneso[a. <br /> Paul W. Voigt Date 5/13/17 License Number 20705 <br />
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