My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2015-00093 - new home
Orono
>
Property Files
>
Street Address
>
B
>
Bridgewater Drive
>
767 Bridgewater Drive - PID: 33-118-23-12-0089 - New Address, New PID
>
Permits/Inspections
>
2015-00093 - new home
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/22/2023 4:46:43 PM
Creation date
1/22/2016 1:19:28 PM
Metadata
Fields
Template:
x Address Old
House Number
767
Street Name
Bridgewater
Street Type
Drive
Address
767 Bridgewater Drive
Document Type
Permits/Inspections
PIN
3311823120089
Supplemental fields
ProcessedPID
Updated
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
24
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
, ' , <br /> ,.Wood floor&wall framing by others <br /> � � Connection of floor members to sill plate <br /> to be per Code by others <br /> 2x6 minimum sill plate w/1/2"diameter <br /> anchor bolts wl 7"minimum embed&2" <br /> wide x 1/S"thick square or round <br /> countersunk washers or alter�ative <br /> --- anchor(Anchor bolt clearance between <br /> edge of both wall and sill plate is to be <br /> �2.5")(see table below for spacing) <br /> Grade to be at least 6"below top of wall <br /> Exterior top of wall may have a brick <br /> ledge provided the stem wall formed is <br /> at least 6"thick&no more than 16"high <br /> ;Continuous#4 horizontal bars,provide <br /> � - at least(2)@ 8'-0"clear,(3)@ 8'-8" <br /> � clear,&(4)@ 9'-8"clear,At contractor's <br /> � option: The lowest wall horizontal bar <br /> � may be omitted if(2)#4 continuous <br /> O horizontal bars are placed in the footing <br /> `' Cast-in-place concrete foundation wall <br /> w/#6 or equivalent vertical bars placed <br /> 1.5"from inside face,see table below for <br /> spacing <br /> #4 x 2'-0"long dowels @ 72"o.c.max w/ <br /> 5"minimum embed <br /> Unreinforced concrete strip footing per <br /> Code by others,elevation below slab <br /> may vary as required <br /> BASEMENT WALL. DETAIL <br /> Clear Hei ht and Soil T a <br /> Wall 8'or Less 8'-8" 9-8" <br /> Thiakneaa S�nd C Cla Send SC Cla Sand 8C CI <br /> Vertical Rebar 3 acin <br /> 8" NA NA NA NA NA 40" NA 36" 28" <br /> 1O" NA NA NA NA NA NA NA NA 36" <br /> 12" NA NA NA NA NA NA NA NA NA <br /> Sill Anchor 3 acin <br /> Bolts 72•• �2�� 4g�� �2�� 6��� 36�� 72•, 3g�� 24�� <br /> 1901 E Henne in Ave � �� .�•`. '�:f. <br /> Oawell Engineering and Consulting,L.L.C. P .��� ,� <br /> ProjeCt Name: 2015 Standardized Concrete Foundation Drawings Minneapolia,MN 55413 *, �� <br /> Description: Full Height WaN Detail(NOT TO SCALE) Phone:612-720-4639 ti; '� <br /> Project# 14.100 Fax:812-888-2988 ',i '�' <br /> Client Name: Manor Concrete Construction,Inc. www.oswellec.com <br /> . .� <br /> Client Address: 11225 90th Ave N Ma le Grove MN 55369 Page S6 of S6 -"�'• ,�.:r. . <br /> 1/2412 01 5 <br />
The URL can be used to link to this page
Your browser does not support the video tag.