My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2800 N Main St Unit# 1100 - Plan
PBA
>
Building
>
ProjectDox
>
M
>
Main St
>
2800 N Main St Unit# 1100 Bldg# 2810
>
2800 N Main St Unit# 1100 - Plan
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
2/13/2026 5:03:22 AM
Creation date
2/13/2026 5:00:40 AM
Metadata
Fields
Template:
Plan
Permit Number
20185547
40140186
101124821
Full Address
2800 N Main St Unit# 1100 Bldg# 2810
Street Number
2800
Street Direction
N
Street Name
Main
Street Suffix
St
Building Number
2810
Unit Number
1100
Jump to thumbnail
< previous set
next set >
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
647
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
Round 1 Bowling and Amusement 12/09/2024 Paradigm Design <br />Main Place Mall Expansion Grand Rapids, MI <br />Santa Ana, California <br />Project #2309147GR <br />JOINT SEALANTS 07 9200 - 8 <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 sealant <br />movement capability. <br />G.Tooling of Nonsag Sealants: Immediately after sealant application and before skinning or curing begins, tool <br />sealants according to requirements specified in subparagraphs below to form smooth, uniform beads of <br />configuration indicated; to eliminate air pockets; and to ensure contact and adhesion of sealant with sides of <br />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 profile per Figure 8A in ASTM C 1193 unless otherwise indicated. <br />4.Provide flush joint profile at locations indicated on Drawings according to Figure 8B in <br />ASTM C 1193. <br />5.Provide recessed joint configuration of recess depth and at locations indicated on Drawings according <br />to Figure 8C in 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 and cured sealant joints as follows: <br />a.Perform 10 tests for the first 1000 feet of joint length for each kind of sealant and joint <br />substrate. <br />2.Test Method: Test joint sealants according to Method A, Field-Applied Sealant Joint Hand Pull Tab, in <br />Appendix X1 in ASTM C 1193 or Method A, Tail Procedure, in ASTM C 1521. <br />a.For joints with dissimilar substrates, verify adhesion to each substrate separately; extend cut <br />along one side, verifying adhesion to opposite side. Repeat procedure for opposite side. <br />3.Inspect tested joints and report on the following: <br />a.Whether sealants filled joint cavities and are free of voids. <br />b.Whether sealant dimensions and configurations comply with specified requirements. <br />c.Whether sealants in joints connected to pulled-out portion failed to adhere to joint substrates or <br />tore cohesively. Include data on pull distance used to test each kind of
The URL can be used to link to this page
Your browser does not support the video tag.