078446-01 Fire-Resistive Joint Systems

SUBMITTAL REVIEW SHEET
PROJECT: Canyon View Medical Plaza - Core & Shell
DATE ISSUED: 3/2/13
S U B M I T T AL #: 078446-01
S U B M I T T AL T I T L E : Fire-Resistive Joint Systems
C O N T R AC T O R ’ S S U B M I T T AL # : 078446-01
Owner:
Development Solutions Group
1623 Blake Street
Suite 300
Denver, CO 80202
Architect: Boulder Associates
Contractor:
GH Phipps
5995 Greenwood Plaza Blvd
Suite 100
Greenwood Village, CO 80111
Architect’s Project #: 112039.00
1426 Pearl Street
Suite 300
Boulder, CO 80302
File:
G3 - Submittals
The attached submittal was received electronically. The information contained herein is a representation of the
original electronic document.
A. Reviewed
B. Not reviewed
C. Reviewed and noted
✔
D. Resubmit
✔
E. Do not resubmit
F. Resubmit for files
The Architect’s review is for the sole purpose of aiding the contractor. The Architect is not responsible for
correctness of dimensions, quantities, details, application or fabrication of any part of the Work, nor for any
deviations from the Contract Documents. The Architect’s action does not constitute acceptance of any deviations
from the requirements of the Contract Documents.
Notes:
- Boulder Associates comments in Blue only.
- Both 1hr and 2hr conditions exist on this project, but primarily 2hr. Confirm UL assembly is
sufficient for 2 hr condition.
- GC to coordinate slip track clearances required with MEP Sub-contractors for 3D Coordination
effort. Ensure MEP work is sufficiently clear of slip track & gyp. bd. to allow vertical movement.
Issued by:
Jeff Beardsley
Signature:
TRANSMITTAL
5995 Greenwood Plaza Blvd.
Suite 100
Greenwood Village, CO 80111-4710
303-571-5377
303-629-7467 (fax)
PROJECT:
TO:
DATE: 02/27/2013
GJMC-Grand Junction Medical Center
Boulder Associates
1426 Pearl St #300
Boulder CO 80302
ATTN:
Jeff Beardsley
Ph/Fax:
303-499-7795
No. 12J2007-0103
RE:
JOB:
WE ARE SENDING:
SUBMITTED FOR:
092900-Framing, Drywall and Insula
12J2007
ACTION TAKEN:
Shop Drawings
Approval
Approved as Submitted
Letter
Your Use
Approved as Noted
Prints
As Requested
Returned After Loan
Change Order
Review and Comment
Resubmit
Submit
Plans
SENT VIA:
Samples
Returned
Specifications / Product Data
Attached
Returned for Corrections
Other:
Separate Cover Via:
Due Date: 03/13/2013
NOTES:
Item
Package
Code
Submittal
092900
078446-01
Rev. Copies Date
1
02/27/2013
Description
Status
Fire-Resistive Joint Systems - Product
Data
Architect Review
CC:
Signed:
Brady McQuinn
SUBMITTAL
Head-of-Wall Deflection Track and Firestop System
Manufacturer
(800) 394-9875 ph
12098 County Rd. 150, Kimball, MN 55353
(320) 398-7660 fax [email protected] www.firetrak.com
Description
The Fire Trak System consists of the Fire Trak ceiling runner with a shoulder offset
the thickness of the wall material. A second piece of wall material is fitted tight to the
roof or floor deck and then attached to the shoulder. This allows the deck and the
Fire Trak ceiling runner to move in relation to the wall studs and allows the overlapping piece of wall material attached to the Fire Trak to slide over the primary wall
material.
Benefits
Fire Trak 1 Hr. Shadowline
Standard Wall - 1” Deflection
Fire Trak is a fire rated Head-of-Wall Joint that has passed current fire and cycle
tests at U.L. without fire caulk or spray.
The system is classified and listed for use with U-400 series walls and is good for
both roof and floor assemblies.
Code Compliance
The Fire Trak System meets all standard building codes and its unique design and
exceptional performance are widely recognized and accepted by Building Officials.
Fire Trak has U.L. listings for standard walls, cavity walls and shaft walls. It is tested
and listed both parallel and perpendicular to the roof and/or floor deck.
Test Standards:
U.L. 2079 - Tests for Fire Resistance of Building Joint Systems
Fire Trak 2 Hr. Cavity Shadowline
Shaft Wall - 2” Deflection
ASTM E1966 - Standard Test Method for Fire Resistive Joint Systems
Cycling Requirements:
The test assemblies were cycled 500 times, 100 cycles at 30 CPM and
400 cycles at 10 CPM.
The system has Class I, II and III cycling capabilities.
Movement Capabilities
The Fire Trak System does not require fire caulk or spray to achieve a fire rating.
This allows the Fire Trak System substantially greater movement capabilities than
other systems. The Fire Trak System achieves a full 100% compression and/or
extension and has been tested and listed with U.L. for deflection up to 6”.
Fire Rated Condition:
Up to 3” of Compression and 3” of Extension
Fire Trak 2 Hr. Shadowline
Standard Wall - 6” Deflection
Up to 6” of Compression or Extension
Patented System
U.S. Patent No.’s 5,471,805 and 5,755,066 cover the Fire Trak System.
Creating a shoulder on a track to attach an overlapping board for the
purpose of joint movement is part of Fire Trak’s patented assembly and its
use constitutes patent infringement.
Availability
U.S. PATENT NO’S 5,471,805 AND 5,755,066
Major Credit Cards are accepted. There is a 24 hour lead time on standard profiles.
800.394.9875
www.firetrak.com
SUBMITTAL PAGE 1 OF 2
2008 U.L. Listings
Type To Be
Determined By
Deck Type On
Job
SUBMITTAL
% Compression
Actual
(Deflection)
Compression
Movement
(Deflection) by “
1” compression and 1“ extension (2 ” range of motion)*
HW-D-0060
Standard wall
HW-D-0061
Cavity wall
HW-D-0117
Standard & Cavity walls
HW-D-0118
Standard & Cavity walls
HW-D-0119
Shaft wall
HW-D-0120
Shaft wall
HW-D-0400
Shaft wall
Perpendicular and parallel against steel and concrete decks
Perpendicular and parallel against steel and concrete decks
Perpendicular to metal decks with flute filled with cementious fireproofing
Perpendicular to metal decks with flute filled with fire caulk or fire spray
Perpendicular and parallel against steel and concrete decks
Perpendicular and parallel against steel and concrete decks
Parallel under steel beam
1 to 3 hour
100%
1“
1 to 3 hour
100%
1“
1 and 2 hour
100%
1“
1 and 2 hour
100%
1“
1 to 3 hour
100%
1“
1 to 3 hour
100%
1“
1 and 2 hour
100%
1“
1 to 3 hour
100%
3“
1 to 3 hour
100%
3“
1 and 2 hour
100%
3“
1 and 2 hour
100%
3“
3” compression and 3“ extension (6” range of motion)*
HW-D-1011
Standard wall
HW-D-1012
Cavity wall
HW-D-1019
Standard & Cavity walls
HW-D-1020
Standard & Cavity walls
Perpendicular and parallel against steel and concrete decks
Perpendicular and parallel against steel and concrete decks
Perpendicular to metal decks with flute filled with cementious fireproofing
Perpendicular to metal decks with flute filled with fire caulk or fire spray
* Tracks can be configured to any deflection between 1” and 6”.
Head Detail
Steel Specifications
UL HW-D-0060
TOP OF METAL DECK
MINERAL FIBER
BOTTOM OF METAL
DECK
SEE U.L. LISTINGS FOR
SEALANT OPTIONS
FIRE TRAK
SHADOWLINE
5/8" TYPE 'X' G.W.B.
METAL STUD
Perpendicular to Metal Deck
1 Hr. Rating - 1” Deflection
20 Gauge (.0356 min thickness) galvanized steel
Conforms to ASTM C-645
Steel Conforms to ASTM A-653, Minimum 33,000 ksi yield strength
Galvanized in accordance with ASTM A-924, G-40
18 Gauge (.0466 min thickness) galvanized steel
Conforms to ASTM C-645
Steel Conforms to ASTM A-653, Minimum 33,000 ksi yield strength
Galvanized in accordance with ASTM A-924, G-60
16 Gauge (.0575 min thickness) galvanized steel
Conforms to ASTM C-645
Steel Conforms to ASTM A-653, Minimum 50,000 ksi yield strength
Galvanized in accordance with ASTM A-924, G-60
Submittal Approvals
Job Name:
Contractor:
Approved By:
Canyon View Medical Center
TP Acoustics, Inc.
Date:
800.394.9875
February 20th, 2013
www.firetrak.com
SUBMITTAL PAGE 2 OF 2