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project manual-salt storage bldg-2002
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project manual-salt storage bldg-2002
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Last modified
8/22/2023 3:37:07 PM
Creation date
12/18/2018 2:17:38 PM
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x Address Old
House Number
3880
Street Name
Shoreline
Street Type
Drive
Address
3880 Shoreline Drive
Document Type
Misc
PIN
1711723330151
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� <br /> � _ <br /> AET#20-01080 - Page 3 <br /> ' <br /> , PROJECT INFORMATION <br /> ' We understand the proposed construction will be a single-story, unheated salt storage building in <br /> the northeast corner of the Hennepin County Department of Transportation complex in Orono. <br /> ' We understand the building will not be enclosed, but will be open to the south to allow access for <br /> loaders and trucks. The buildi.ng will have approximate overall di.mensions of 60' by 120'. <br /> ' Finished floor of the building will be at elevation 944.33. <br /> , The buildin will have recast concrete wall panels(20' high)azound the perimeter and within the <br /> g P <br /> � inside of the building supported on continuous strip footings. Individual column footings will be <br /> used to support the beams and the roof at the front (south) side of the building. The roof will <br /> � consist of precast planks. The inside of the building will have a gravel or soil surface (no <br /> concrete). Cast-in-place concrete retaining walls will extend south from the southeast building <br /> � corner and west from about the middle of the west building line. Based on the st�uctural <br /> information, we estimate the bearing wall loads will be less than 5 kips per linear foot of wall and <br /> , the maximum column loads will be less than 100 kips. <br /> , Our foundation design assumptions include a m;n;m�m factor of safety of three with respect to <br /> localized shear or base failure of the foundations. We assume the new structures will be able to <br /> , tolerate total settlements of up to 1" and differential settlements over a 30' distance of up to l�i". ' <br /> , The project information presented in this report represents our understanding of the proposed construcdon. <br /> This information is aa integral part of our engineering review. It is importani that you contact us if there <br /> , are changes from the information described so we can evaluate whether modifications to our <br /> recommendarions aze apprapriate. <br /> ' . <br /> ' r <br /> � . <br />
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