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2013-00897 - detached garage
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2820 Farview Lane - 04-117-23-34-0005
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2013-00897 - detached garage
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Last modified
8/22/2023 5:12:55 PM
Creation date
8/4/2016 1:16:43 PM
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x Address Old
House Number
2820
Street Name
Farview
Street Type
Lane
Address
2820 Farview La
Document Type
Permits/Inspections
PIN
0411723340005
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DESIGN <br /> STRUCTURAL ENGINEERING <br /> 1 409 S. 7th St. HOPKINS, MN 5534� <br /> g52-- 9��—,`�`�0 F,AX# a35--0901 � <br /> 2014.08.19 <br /> E Field Observation Report <br /> Al Hirsch & Sons <br /> Box 633 <br /> Delano, Minnesota 55328 <br /> Att: A/ Hirsch o:763-972-2716 c:612-280-4063 <br /> Duane Hirsch f:763-972-8160 c:612-759-8235 <br /> dauneconrad @myway.com <br /> Re: Swanson Residence <br /> 2820 Farview Lane, Orono, MN 55356 <br /> Detached Garage Construction/Retaining Wall assessment( WR#337-6+) 2 photo. Site#4: <br /> Construction of the detached garage was completed last year. Concern was expressed as to the <br /> capacity of the segmental masonry retaining wall between the new detached garage and the existing <br /> house. <br /> �.:;te, .; ,r . ,w . <br /> � � '�"��� rt� <br /> We visited the site August 14, 2014 �������"������` , ������ ' � �-�_~� <br /> G <br /> to observe the wall. �: -- <br /> The East portion was 44" long & " `� - � ���`' `�- <br /> , � `:��,r�- <br /> 51 '/2" high against the existing �.-. .Fl� ���—�' ,.,�,,�, �'V` <br /> _ � �� <br /> house. The cap was glued to the � �� �'"" ������ �'��' � <br /> k �� , <br /> ��� �� �y. � . �� -�. CY':. <br /> masonry unit below. Contractor •-��� <br /> . t� ` .��"�`�.�"'" <br /> discussions indicated that this was a ' '� ��` -�° � �" �� ���,�'��� ��' � �; <br /> �,..r�` � „„`t .�� .. � <br /> `Versa-Lok' wall system with 2 = -" ` � ' <br /> ; � ,��� .�, <br /> pins per block to the next course �`�`�- �� r <br /> and minimal geo-textile fabric in the �.,� � .- - :,,_ ` ���,^ . <br /> backfill. We observed: The first -� ._�?�,,,,,� <br /> course was fully buried, and no _., <br /> corner spreading was noted at the outside corner. South Elevation <br /> Previously we observed the native soil to be a sandy silt type soil. We understand little granular soil was <br /> imported for backfill. A stability analysis of this gravity Wdll indicates the factor of safety from overturning <br /> is greater than 2.0(code minimum is a 1.5 factor of safety). <br /> I believe this addresses your immediately concerns. If you have any further concerns please call. <br /> /��' . � � . _ �---- . ;. <br /> Warren Rutledge P.E. #14736 <br /> WR Design Structwal Engincering <br /> 1409 South Seventh Street <br /> Hopkins, Minnesota 55343-7894 <br /> 952-935-5550[wr_data\ rpt\337-6miso-rpt.doc <br /> 2� �IYV itJV✓ �.Gl h�- <br /> Zo13 • �d�q 7 <br />
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