My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2007 - P11247 - addn/remodel/repair
Orono
>
Property Files
>
Street Address
>
W
>
West Lafayette Road
>
2606 West Lafayette Rd - 21-117-23-21-0001
>
Permits/Inspections
>
2007 - P11247 - addn/remodel/repair
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/22/2023 4:01:54 PM
Creation date
1/28/2020 10:45:06 AM
Metadata
Fields
Template:
x Address Old
House Number
2606
Street Name
West Lafayette
Street Type
Road
Address
2606 West Lafayette Road
Document Type
Permits/Inspections
PIN
2111723210001
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.
/
14
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
SCOPE <br /> DESIGN OF CAST-IN-PLACE CONCRETE GARAGE FOUNDATION WALLS SUPPORTING PRECAST PLANK. <br /> CONSTRUCTION IS TO BE DONE IN ACCORDANCE WITH THESE DRAWINGS AND STANDARD INDUSTRY <br /> PRACTICE. <br /> NOTES <br /> 1. THESE DOCUMENTS APPLY TO STRUCTURAL ONLY. REFER TO ARCHITECTURAL DRAWINGS FOR MORE <br /> INFORMATION. <br /> 2. DRAIN TILE, DAMPPROOFING AND/OR WATERPROOFING, & INSULATION,AS WELL AS THEIR INSTALLATION, <br /> ARE TO BE IN ACCORDANCE WITH THE CODE. <br /> 3. PRECAST PLANK IS TO BE IN PLACE, DOWELED,AND GROUTED PRIOR TO BACKFILLING OF GARAGE WALLS. <br /> GARAGE WALLS ARE TO BE LATERALLY SUPPORTED BY SLAB AT BOTTOM OR BY ADEQUATE TEMPORARY <br /> BRACING. <br /> 4. PRECAST MANUFACTURER IS TO DESIGN PLANK FOR SELFWEIGHT&TOPPING DEAD LOAD PLUS WORST <br /> CASE LIVE LOAD OF 50 PSF UNIFORM OR A 2000 POUND CONCENTRATED LOAD.MANUFACTURER IS TO <br /> NOTIFY ENGINEER IF PLANK SPAN OR DEPTH VARIES FROM THAT SHOWN ON PLANS. <br /> 5. INSTALL A MINIMUM OF(2)ANCHORS PER PORTION OF SILL PLATE AS WELL AS AN ANCHOR WITHIN 12" <br /> OF EACH END. <br /> 6. BAR SPLICES ARE TO BE LAPPED A MINIMUM OF 48 BAR DIAMETERS. <br /> 7. PROVIDE ADEQUATE FROST PROTECTION FOR ALL FOOTINGS. <br /> 8. SEE S3 FOR STEEL LINTEL TO SUPPORT PLANK ABOVE LOWER LEVEL WALL OPENING. <br /> MATERIALS CODES <br /> CONCRETE: F'c=3000 PSI @ 28 DAYS 2003 MINNESOTA STATE BUILDING CODE <br /> REINFORCING STEEL: w/AMMENDED 2000 IRC <br /> #4 BARS-ASTM A615 GRADE 40 LOADS <br /> #5+BARS-ASTM A615 GRADE 60 ROOF DEAD LOAD=15 PSF <br /> AGGREGATE: FOOTINGS- 1 1/2" PLANK DEAD LOAD=63 PSF+TOPPING <br /> WALLS-3/4" ROOF SNOW LOAD=35 PSF <br /> BACKFILL: CLAY(GROUP III) GARAGE LIVE LOAD=50 PSF OR 2000 LB <br /> 'req=85 PCF/FT(AT REST) CONCENTRATED <br /> 'req =60 PCF/FT(ACTIVE) <br /> Home Remodel Cox Contracting <br /> 2606 West Lafayette 5925 Polar Bear Lane <br /> Orono,MN White Bear Township,MN 55110 <br /> 5201 East River Road Suite 306 <br /> I hereby certify thatp <br /> this plan,specification or report Revision Date Descri Eon <br /> was <br /> Minneapolis,Minnesota 55421 <br /> and prepared by me or under my direct supervision <br /> and that I am a duly Licensed Professional Engineer <br /> Phone:763.571.2500 Fax:763.571.1168 under the laws of the State of Minnesota. <br /> - <br /> Bismarck-Detroit Lakes-Fargo-Minneapolis-Sioux Falls <br /> Web:www.utteg.com Print Name: T V r xn <br /> UltelLi engineers Drawn By:RPMProject Number, 2070735_ ^ <br /> Checked By:RPM Signed. Date: June 22 2007 v` <br /> Approved Sy:TRA Date: 6/22/07 License umber: 45470 Sheets: 1 of 3 <br />
The URL can be used to link to this page
Your browser does not support the video tag.