My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2008-213 (8)
CBCC
>
Official Documents
>
2000's
>
2008
>
2008-213 (8)
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
4/6/2016 10:48:14 AM
Creation date
10/1/2015 12:22:55 AM
Metadata
Fields
Template:
Official Documents
Official Document Type
Contract
Approved Date
07/01/2008
Control Number
2008-213
Agenda Item Number
8.AA.
Entity Name
Ocean Gate General Contractors
Subject
Wabasso Beach Park Restoration
Area
Wabasso Beach
Bid Number
2008032
Supplemental fields
SmeadsoftID
7475
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
130
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
A. General: Comply with joint-sealant manufacturer's written installation instructions for products and <br /> applications indicated, unless more stringent requirements apply. <br /> B . Sealant Installation Standard: Comply with recommendations in ASTM C 1193 for use of joint sealants <br /> as applicable to materials, applications , and conditions indicated. <br /> C . Acoustical Sealant Application Standard: Comply with recommendations in ASTM C 919 for use of <br /> joint sealants in acoustical applications as applicable to materials, applications, and conditions indicated. <br /> D . Install sealant backings of type indicated to support sealants during application and at position required to <br /> produce cross-sectional shapes and depths of installed sealants relative to joint widths that allow optimum <br /> sealant movement capability. <br /> 1 . Do not leave gaps between ends of sealant backings . <br /> 2 . Do not stretch, twist, puncture, or tear sealant backings . <br /> 3 . Remove absorbent sealant backings that have become wet before sealant application and replace <br /> them with dry materials . <br /> E. Install bond-breaker tape behind sealants where sealant backings are not used between sealants and backs <br /> of joints . <br /> F . Install sealants using proven techniques that comply with the following and at the same time backings are <br /> installed: <br /> 1 . Place sealants so they directly contact and fully wet joint substrates . <br /> 2 . Completely fill recesses in each joint configuration. <br /> 3 . Produce uniform, cross-sectional shapes and depths relative to joint widths that allow optimum <br /> sealant movement capability. <br /> G. Tooling of Nonsag Sealants : Immediately after sealant application and before skinning or curing begins , <br /> tool sealants according to requirements specified below to form smooth, uniform beads of configuration <br /> indicated; to eliminate air pockets ; and to ensure contact and adhesion of sealant with sides of joint. <br /> 1 . Remove excess sealant from surfaces adjacent to joints . <br /> 2 . Use tooling agents that are approved in writing by sealant manufacturer and that do not discolor <br /> sealants or adjacent surfaces . <br /> 3 . Provide concave joint configuration per Figure 5A in ASTM C 1193 , unless otherwise indicated. <br /> 4 . Provide flush joint configuration where indicated per Figure 5B in ASTM C 1193 . <br /> 5 . Provide recessed joint configuration of recess depth and at locations indicated per Figure 5C in <br /> ASTM C 1193 . <br /> a. Use masking tape to protect surfaces adjacent to recessed tooled joints . <br /> 3 .4 FIELD QUALITY CONTROL <br /> A. Field-Adhesion Testing : Field test joint-sealant adhesion to joint substrates as follows : <br /> 1 . Extent of Testing : Test completed elastomeric sealant joints as follows : <br /> a. Perform 10 tests for the first 1000 feet (3 00 m) of joint length for each type of elastomeric <br /> sealant and joint substrate. <br /> b . Perform 1 test for each 1000 feet (300 m) of joint length thereafter or 1 test per each floor <br /> per elevation. <br /> Wabasso Beach Park <br /> Indian River County <br /> DAA Project No . 6008 <br /> 07920 - 6 <br />
The URL can be used to link to this page
Your browser does not support the video tag.