My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
12985628
Images9
>
Public Works - Permits
>
Building
>
FOR PUBLIC VIEW ON INTERNET
>
COMPLETED FILES - INACTIVE
>
12-XXXXX
>
12985628
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
7/29/2025 8:00:14 PM
Creation date
7/29/2025 4:15:28 PM
Metadata
Fields
Template:
Permits
Permit Address
53000 BREITENBUSH RD SE
Permit City
Detroit
Permit Number
555-12-05334
Parcel Number
097E20A 00300
Permit Type
Structural
Extra Information
Alternate Material(s) and/or Method(s)
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
85
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).
Show annotations
View images
View plain text
34 <br /> preceding vertical rebar stubs below. Insure rebar is installed according to the plans. Rebar <br /> should extend out of the concrete a minimum of 12" on partial wall filling. <br /> 8.3 Cement Specifications <br /> Use cement having minimum strength of 2500 psi or greater, as required by local code; the <br /> aggregate should be pea gravel no larger than 3/8"in diameter. Cement slump should be 6-7". <br /> Cement that is too stiff will not flow properly into the horizontal cavities and will cause <br /> incomplete beam formation. Cement mix that is too wet will reduce strength of the concrete and <br /> also create tremendous inertial pressures that could cause blowouts. <br /> 8.4 Concrete Pumps <br /> A line pump is recommended with a 2" to maximum of 2.5" outlet for good control of the <br /> process. Pumps with boom arms may be used but can be more difficult to control. Minimize the <br /> fall height through the boom arm to reduce the out flowing concrete pressure. Too high pressure <br /> can damage and shift wallforms. <br /> 8.5 Spiral Pour Method <br /> Concrete must be placed carefully so that equal pressures on the wall form are maintained. The <br /> optimum method for wall filling is to start at one corner and work around the entire perimeter of <br /> the building adding approximately 24" of concrete on each pass around the entire perimeter. This <br /> `spiral pour' method insures proper filling without voiding. Do not allow the mouth of the pump <br /> hose to contact and possibly damage the Wallforms. Also, any extra length of hose should be <br /> kept away from the Wallforms as the weight of the concrete pushing laterally against unfilled <br /> Wallforms could cause slight shifting. Do not fill the wallforms to the top surface if this is not <br /> the final lift. To assure optimal strength and bonding of the concrete between the various <br /> pours/lifts within the overall wall, stop filling halfway up the topmost horizontal row of <br /> Wallforms (4 inches from the top). <br /> 8.6 Vibration <br /> Following the instructions above insures proper filling. Properly mixed concrete at the required <br /> slump will flow very well throughout the cavities. Typically, a simple"rodding" motion done by <br /> ShelterWorks General Application and Technical Information(GATT)version 2.5 <br />
The URL can be used to link to this page
Your browser does not support the video tag.