My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2006-P10210 - new structure
Orono
>
Property Files
>
Street Address
>
C
>
Cherry Place
>
1430 Cherry Place - 08-117-23-33-0015
>
Permits/Inspections
>
2006-P10210 - new structure
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/22/2023 5:44:18 PM
Creation date
4/6/2016 3:22:38 PM
Metadata
Fields
Template:
x Address Old
House Number
1430
Street Name
Cherry
Street Type
Place
Address
1430 Cherry Place
Document Type
Permits/Inspections
PIN
0811723330015
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.
/
38
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
� � � ;�r�wAr�. <br /> � WALL SY�TLMH Build Different. Build Better,sM <br /> -' 4.6.2 Vert�cal Reinforcement <br /> The piacement and location of the vertical reinforcement within the Reward iForm is critical to <br /> the strength of the Reward walls. <br /> The most efficient method of placing vertical rainforcement consists of the following four steps, <br /> The vertical reinforcement is: 1)cut to the proper length,2)placed between the staggered <br /> horizontal reinforcement, 3)inserted into a drilled hote in the footing or slab or into a pvc ring <br /> placed over the vertical dowel in the footing or slab and 4)tied to the top horizontal rebar with <br /> wire or plastic ties after the last course is placed. <br /> An alternate method is to cut the vertical rebar into two or three equal lengths relative to the wall <br /> height. The lengths are cut so that an average person can lift the iForm over the vertical rebar. <br /> As the walls are being stacked,the vertical reinforcement is placed between the staggered <br /> horizorital rebar and tied,at the bottom to the vertical dowel and at the top to the horizontal rebar, <br /> with wire or plastic ties. <br /> A vertical steel reinforcement must be placed in each corner. <br /> Always extend the vertical rebar 40 times the bar diameter beyond the first concrete pour if the <br /> walls will be continning upward, or place a vertical lap bar into the first concrete pour. This will <br /> add structural integrity to the cold joint. <br /> » ,�,' 1_.. <br /> ---_. <br /> __ S /I1 iForm Z ��s~� "iForm ��Srv�--�- /,l��� <br /> teel Reinfircement rlacement Steel Reiaforcement Ylacemen <br /> Outside Inside Outside Inside Outside Inside Outside Inside <br /> ; :: , , <br /> rn�Nrorr �a,�n � :.. , • • xv�nerae ��o,v . <br /> a <br /> � , . : . . <br /> cov��w a�r-c�ar <br /> c�v�Q �� <br /> Issued on:4/1/2003 4-13 <br /> Release:E <br />
The URL can be used to link to this page
Your browser does not support the video tag.