Tate-ConCore 1250-HPL-Stone Grafix.pdf
PDF 306 KB Posted
- Attached to
- Construction - B1302 R207 Renovation Federal contract opportunity
- Solicitation number
- N6660423Q0011
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| RFI _2 _and _3_.pdf | ||
| RFI _1_ B1302 Rm207.pdf | ||
| N6660423Q0011Amendment0002.pdf | ||
| N6660423Q0011Amendment 0001.pdf | ||
| II. H. Attachment 5_Covid Questionnaire.pdf | ||
| N6660423Q0011.pdf | ||
| II. H. Attachment 4 RI WD 09-09-2022.pdf |
On GovTribe
Work with this file on GovTribe
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
ConCore 1250-24"
With HPL
CORNER DETAIL
Welded assembly at domes and perimeter
Cementitious core material
TOP VIEW
Full hard cold rolled steel top sheet
Painted finish
Draw quality steel bottom pan with structural dome design
UNDERSTRUCTURE OPTIONS
Protected from corrosion by an epoxy paint finish.
All steel welded construction filled internally with a
Non-combustible material.
Class A flame spread rating.
cementitious core material.
Panel weight : 8.6 lbs./ft² (with tile).
General information
SPECIFICATIONS
System Performance Criteria (Tested on Actual Understructure)
Panel Understructure
SYSTEM
WEIGHT
System Type
Design
Loads
STATIC LOADS
10 Passes 10,000 Passes
ROLLING LOADS
IMPACT
LOADS
Tate Access Floors, Inc.
7510 Montevideo Road
Jessup, MD 20794
Tel (410) 799-4200 Fax (410) 799-4207
1/16" Conductive HPL__________(Color)____________
1/16" HPL_______________(Color)________________
Tile factory laminated with integral trim edge
4' Bolted Stringer
COVERING OPTIONS
© 2008 Tate Access Floors, Inc.
R 8/30/21
Laminated Panel With Integral Trim
1-3/8" deep at corners
1-5/8" deep
Ultimate Loads Safety Factor
1. System Design Load is based on permanent set ≤ 0.010" and is verified by loading panels in accordance with the CISCA concentrated load method but with panels installed on actual understructure instead of steel blocks. (Testing on blocks does not represent performance of an actual installation.) Ultimate, Rolling, and Impact Load tests are performed using CISCA test procedures.
2. Safety Factor is Ultimate Load divided by Design Load.
Bolted Stringer
49.3 kg / m²
10.1 lbs / ft²
567 kg
1250 lbs
68 kg
150 lbs
454 kg
1000 lbs 800 lbs
363 kg
Min. 2
Min. 2500lbs
Min. 1134kg
ConCore 1250 Panel-24" With
High Pressure Laminate (HPL) scott Typewritten Text x scott Typewritten Text Formica scott Typewritten Text For Panel Type 2 Area scott Polygon
| Sheets and Views |
| Model |
File details come from the government source that posted it. Updated .