HomeMy WebLinkAboutAPPROVED 20051203 - NOAWb A
COUNTY
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.2ov/economv
Clopay Building Products Company
8585 Duke Boulevard
Mason, OH 45040
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed and accepted by Miami -Dade County RER-Product Control Section to be
used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In
Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or
material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the
manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of
such product or material within their jurisdiction. RER reserves the right to revoke this acceptance if it is determined by
Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the
applicable building code.
This product is approved as described herein and has been designed to comply with the Florida Building Code, including
the High Velocity Hurricane Zone.
DESCRIPTION: Commercial Ribbed W6 DP36 Steel Sectional Garage Door up to 12'-2" Wide with
Optional EPS Insulation
APPROVAL DOCUMENT: Drawing No. 104811, titled "Commercial Ribbed Steel Doors up to 12'-2"
W", sheets 1 through 3 of 3, dated 04/15/2015, with revision 4 dated 03/19/2020, prepared by Clopay
Building Products Company, signed and sealed by Mark Westerfield, P.E., bearing the Miami -Dade County
Product Control renewal stamp with the Notice of Acceptance number and expiration date by the Miami -
Dade County Product Control Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
LABELING: A permanent label with the manufacturer's name or logo, manufacturing address, model number, the
positive and negative design pressure rating, indicate impact rated if applicable, installation instruction drawing
reference number, approval number (NOA), the applicable test standards, and the statement reading `Miami -Dade
County Product Control Approved' is to be located on the door's side track, bottom angle, or inner surface of a panel.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in
the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for
sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of
this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done
in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall
be available for inspection at the job site at the request of the Building Official.
This NOA renews and revises NOA # 17-0809.20 and consists of this page 1 and evidence pages E-1, E-2
and E-3, as well as approval document mentioned above.
The submitted documentation was reviewed by Carlos M. Utrera, P.E.
NOA No 20-0512.03
Expiration Date: July 2, 2025
Approval Date: June 11, 2020
Page 1
Clopay Building Products Companv
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER NOA #15-0423.06
A. DRAWINGS
1. Drawing No. 104811, titled "Commercial Ribbed Steel Doors up to 12'-2" W", sheets
1 through 3 of 3, dated 04/15/2015, prepared by Clopay Building Products Company,
signed and sealed by Mark Westerfield, P.E.
B. TESTS
1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
4) Forced Entry Test, per FBC TAS 202-94
5) Tensile Test per ASTM E8
along with marked -up drawings and installation diagram of Clopay Model 524, 12'-2"
wide x 8' high, 24 ga. steel garage doors, prepared by American Test Lab, Inc., Test
Report No. ATLNC 1103.01-14, dated 12/22/2014, signed and sealed by David W.
Johnson,P.E.
2. Test report on Salt Spray per ASTM B 117 of painted G40 galvanized painted and
G90 panels, prepared by Fenestration Testing Laboratory, Inc., Test Report No.7890,
dated 10/01/2014, signed by Idalmis Ortega, P.E.
C. CALCULATIONS
1. Anchoring calculations prepared by Clopay Building Products Company, dated
04/20/2015, signed and sealed by Mark Westerfield, P.E.
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER)
E. MATERIAL CERTIFICATIONS
1. Test report on Ignition Properties of Plastics per ASTM D 1929 of Premier Industries' Type I
EPS, Report No. 3082959-500, prepared by Intertek Testing Services, NA, Inc., dated
09/16/2005, signed by C. Anthony Penaloza.
2. Test report on Surface Burning Characteristics, per ASTM E84 of Premier Industries' Type I
EPS, Report No. 3082960-500, prepared by Intertek Testing Services, NA, Inc., dated
10/04/2005, signed by Javier Trevino
ON4
Carlos M. Utrera, P.E.
Product Control Examiner
NOA No 20-0512.03
Expiration Date: July 2, 2025
Approval Date: June 11, 2020
E-1
Clopay Building Products Companv
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of code conformance to the 5"' edition (2014) FBC dated 04/20/2015, signed
and sealed by Mark Westerfield, P.E.
2. Statement letter of no financial interest issued by Clopay Building Products Company, dated
04/20/2015, signed and sealed by Mark Westerfield, P.E.
2. EVIDENCE SUBMITTED UNDER NOA # 17-0809.20
A. DRAWINGS
1. Drawing No. 104811, titled "Commercial Ribbed Steel Doors up to 12'-2" W", sheets 1
through 3 of 3, dated 04/15/2015, with revision 3 dated 07/17/2017, prepared by Clopay
Building Products Company, signed and sealed by Mark Westerfield, P.E.
B. TESTS
1. None.
C. CALCULATIONS
1. None.
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER)
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of code conformance to 2010, 5t' Edition (2014) and 6t' Edition (2017) FBC
issued by Clopay Building Products Company, dated 08/02/2017, signed and sealed by Mark
Westerfield, P.E.
02�4
Carlos M. Utrera, P.E.
Product Control Examiner
NOA No 20-0512.03
Expiration Date: July 2, 2025
Approval Date: June 11, 2020
E-2
Clopay Building Products Companv
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
3. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. 104811, titled "Commercial Ribbed Steel Doors up to 12'-2" W", sheets
1 through 3 of 3, dated 04/15/2015, with revision 4 dated 03/19/2020, prepared by
Clopay Building Products Company, signed and sealed by Mark Westerfield, P.E.
B. TESTS
1. None.
C. CALCULATIONS
1. None.
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER)
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of code conformance to the Oh Edition (2017) FBC issued by Clopay
Corporation, dated 03/25/2020, signed and sealed by Mark Westerfield, P.E.
2. Statement letter of no financial interest issued by Clopay Corporation, dated
03/25/2020, signed and sealed by Mark Westerfield, P.E.
3. Certificate of amendment changing the company name from Clopay Building Products
Company, Inc. to Clopay Corporation, issued by the State of Delaware, dated
08/27/2019.
Carlos M. Utrera, P.E.
Product Control Examiner
NOA No 20-0512.03
Expiration Date: July 2, 2025
Approval Date: June 11, 2020
E-3
4 I 3
2
I
I
I
0
CL❑PAY / IDEAL / H❑LMES
524 / C4ST / 224 / 24GA 1-7/8" RIBBED
524V / C4SV / 224V / 24GA 1-7/8" RIBBED INSULATI❑N
524S / C4SS / 224X / 24GA 1-7/8" RIBBED INSULATI❑N WITH STEEL BACKER
520 / COST / --- / 20GA 1-7/8' RIBBED
520S / COSS / --- / 20GA 1-7/8" RIBBED INSULATI❑N WITH STEEL BACKER
3" x 20 GA. GALV. STEEL U—BARS ARRANGED WITH 2 U—BARS
PER SECTION U—BARS ATTACHED AT EACH STILE LOCATION
WITH (2) 1 /4" x 3/4" SELF —TAPPING SCREWS
i
2
n�l•n����n�n
�!1
4 1flF' 1 ■
r 3
r
DESIGN FINIGINFER
MARK 'WES '_EF FIELD,_ P.E.
FI nRInA P.F. 4484. 5
71
-.,_TWO P❑INT
L❑CKING
SHEET' REVISIONS
1 OF 3 REV. NO. ZONE: DATE: ECN NO. APPVD: DESCRIPTION
02 — 4/15/15 — MWW REVISED LAYOUT TO 3 PAGES
03 — 7/17/17 — SH UPDATED CODE COMPLIANCE STATEMENT TO ADD 6TH EDITION FBC.
04 — 3/19/20 — MWW UPDATED TITLE BLOCK
TABLE 1
"A"
DOOR HEIGHT
TOTAL U—BARS
REQUIRED
43
TO 60
6
63
TO 80
8
8 3
TO 10 0
10
10 3
TO 12 0
12
12 3
TO 14 0
14
14'3"
TO 16'0"
1 16
16 3
TO 18 0
18
#14x5/8" SHEET
METAL SCREWS.
@;7TAPPING
4"x3/4" SELF
SCREWS.
14 GA. END HINGES 14 GA. (MIN.) INTERMEDIATE HINGE
VIEW "B" VIEW "C"
SLIDE BOLT LOCK
END ENGAGES INTO
STILE. VERTICAL TRACK.
ONE LOCK ON
EACH SIDE OF
DOOR.
INSIDE SLIDE BOLT
LOCK OPTION.
SNAP LATCH ENGAGES
ONTO VERTICAL TRACK.
ONE SNAP LATCH ON
EACH SIDE OF DOOR.
OUTSIDE i END
KEYED STILE.
HANDLE.
INSIDE HANDLE
OUTSIDE KEYED LOCK WITH
SNAP LATCH LOCK OPTION.
DOOR
HEIGHT `A'
NUMBER OF
SECTIONS
UP
TO 8'-0'
4
8'-3'
THRU
10'-0'
5
10'-3'
THRU
12'-0'
6
12'-3'
THRU
14'-0'
7
14'-3'
THRU
16'-0'
8
16'-3'
THRU
18'-0'
9
END
STILE.
OUTSIDE
HANDLE. LOCK BAR
ENGAGES IN
TRACK ON
EACH SIDE
OF DOOR.
OUTSIDE KEYED LOCK WITH
LOCK BAR LOCKING.
THIS PRODUCT CONFORMS TO THE
REQUIREMENTS OF THE 2010 FBC,
THE FIFTH EDITION FBC, AND THE
SIXTH EDITION FBC.
MANUFACTURING PRODUCT COD
C—PAN-1E448
DESIGN LOADS: +36.0 P.S.F. & —42.0 P.S.F.
PART NO.: N/A
Unless Stated Otherwise
TOLERANCES are
8585 Duke Boulevard
Mason, 51 —770 USA
Tel. H 45040 USA
WINDLOAD RATING
D P 3 C
.0 = ± .031
CORPORATION Fax No. 513-770-4853
W
DESCRIPTION: COMMERCIAL RIBBED STEEL DOORS UP TO 12'2"W
.00 = f.015
.000 = f .005
.0000 = t.001
DRAWN BY: SH
DATE: 12/1/14
SCALE: NTS
DWG.
TD
CHECKED BY: MWW
DATE: 4/15/15
SHEET 1 OF 3
1VFR-
ISIZE
Degrees = t 1/2'
Unless Stated Otherwise
DIMENSIONS ARE IN INCHES.
DWG. NO.: 104811
M—D
I•'
C
0
■
U
11
I
2
C.
C
4 I 3
CL❑PAY / IDEAL / H❑LMES
524
/
C4ST
/ 224 /
24GA
1-7/8"
RIBBED
524V
/
C4SV
/ 224V /
24GA
1-7/8"
RIBBED INSULATI❑N
524S
/
C4SS
/ 224X /
24GA
1-7/8"
RIBBED INSULATI❑N WITH STEEL BACKER
520
/
COST
/ --- /
20GA
1-7/8"
RIBBED
520S
/
COSS
/ --- /
20GA
1-7/8"
RIBBED INSULATI❑N WITH STEEL BACKER
r- HORIZONTAL (TOP) JAMB
(NO LOAD FROM DOOR)
FASTENER
TYPE
MAX. O.C.
2x6 VERTICAL JAMB
{
ff
f ,
DESIGN ENIGINEERi
MARK WESTERFIELD, P.E.
FLORIDA P.E. #48495
SHEET
2 OF 3 1 RE
JAMB TO SUPPORTING STRUCTURE ATTACHMENT
NOTES:
1. ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE TRACK AND THEN FROM THE TRACK TO
THE 2x6 VERTICAL SYP (GRADE #2 OR BETTER) JAMBS. NO LOAD FROM THE DOOR IS
TRANSFERRED TO THE HORIZONTAL (TOP) JAMB.
2. EACH VERTICAL JAMB SEES A MAXIMUM DESIGN LOAD OF +185 LB & -220 LB. PER LINEAR
FOOT OF JAMB.
3. ALL JAMB FASTENERS MAY BE (BUT ARE NOT REQUIRED TO BE) COUNTERSUNK TO PROVIDE A
FLUSH MOUNTING SURFACE.
4. A 1/3 STRESS INCREASE FOR WIND LOAD WAS NOT USED IN THE CALCULATION OF ALLOWABLE
LOADS FOR ANCHORS AND FASTENERS FOR STEEL, CONCRETE AND MASONRY.
NOTE: 2x6 WOOD JAMBS ARE NOT REQUIRED WITH CONTINUOUS ANGLE MOUNT TRACK. HOWEVER,
IF DESIRED ON STEEL JAMBS OR CONCRETE OR BLOCK WALLS, APPROVED FASTENERS AS
DETAILED BELOW SHOULD BE INCREASED IN LENGTH BY 1-1/2" AND INSTALLED DIRECTLY
THROUGH THE ANGLE AND 2x6 WOOD JAMBS INTO THE STEEL JAMBS OR CONCRETE OR BLOCK
WALLS. ANCHORS CAN BE (BUT ARE NOT REQUIRED TO BE) COUNTERSUNK TO PROVIDE A FLUSH
MOUNTING SURFACE. CONTINUOUS ANGLE TRACK CAN BE ANCHORED DIRECTLY TO GROUT
REINFORCED BLOCK WALL OR 3,000 PSI MIN. CONCRETE COLUMN OR STEEL JAMBS.
�� 3" VIEW „E"
1 _7 d 3" TALL 50 KSI U-BAR
�- 20 GA. GALV. STEEL.
FASTFNFR ATTA(HMFNT TO SUPPORTING STRUCTURE SCHEDULES
2 1 1
REVISIONS
V. NO. ZONE: DATE: ECN NO. APPVD: I DESCRIPTION
04 — -- — -- I SEE REVISION HISTORY ON SHEET ONE.
SECTIONS ARE 1-7/8' THK PANELS
ROLL FORMED OF .022' MIN. G-40
GALVANIZING, BAKED -ON POLYESTER
PAINTED TOP COAT STEEL. 51 KSI MIN,
OPTIONAL 1# POLYSTYRENE INSULATION
(SEE MODEL EXPLANATION)
TONGUE & GROOVE J❑INT
BUILDING TYPE
FASTENER TYPE
MAXIMUM
ON -CENTER
DISTANCE
BETWEEN
FASTENERS
STEEL
WASHERS
REQUIRED?
HOLLOW BLOCK WALL
1 4" x 1-1 4" MIN. EMBED ULTRACON CONCRETE ANCHOR
7-3/4"
12-3 4"
1" O.D.
1" O.D.
GROUT FILLED BLOCK WALL
1 4" x 1-3 4" MIN. EMBED ULTRACON CONCRETE ANCHOR
2000 PSI MIN. CONCRETE
1 4 x 1 MIN. EMBED ULTRACON CONCRETE ANCHOR
11
1" O.D.
2000 PSI MIN. CONCRETE
1 4 x 1 MIN. EMBED TAPCON CONCRETE ANCHOR
9-1 2
1" O.D.
2000 PSI MIN. CON R E
3 8" x 1-3/4" MIN. EMBED WEJ-IT ANKR TITE SLEEVE ANCHOR
3-1 4"
INCLUDED
4000 PSI MIN. CONCRETE
3 " x 1-3/4" MIN. EMBED WEJ-IT ANKR TITE SLEEVE ANCHOR
24"
INCLUDED
1 O.D.
WOOD FRAME SYP 0.55 SG
1 2" x 3" LAG SCREW ASTM A307 GRADE A 1-5 8" EMBED INTO STRUCTURE
24"
1 O.D.
14GA STEEL 0.060" MIN.
1 4"-14 x 1" ITW BUIL X TEKS SELF -DRILLING FASTENER
10-1 2"
1 O.D.
12GA STEEL 0.105" MIN.
1 4"-14 x 1" ITW BUIL X TEKS SELF -DRILLING FASTENER
18-1 2"
.1
1 O.D.
1 8" STEEL
1 4"-14 x 1" ITW B I DEX TEKS SELF -DRILLING FASTENER
2-
* FIRST (BOTTOM) ANCHOR STARTING AT NO MORE THAN HALF OF THE MAXIMUM ON -CENTER DISTANCE. HIGHEST ANCHOR INSIALLLU
AT LEAST AS HIGH AS THE DOOR OPENING.
CLOPAY DOES NOT SUPPLY JAMB ATTACHMENT FASTENERS.
MINIMUM DISTANCE BETWEEN CENTER OF ANCHOR AND EDGE OF CONCRETE BLOCK: 2-1/2", EXCLUDING STUCCO THICKNESS.
3" X 20 GA. GALV STEEL U-BAR. TWO U-BARS ON
EVERY SECTION. SEE TABLE 1.
EACH U-BAR ATTACHED WITH (2) 1/4"x3/4"
SELF -TAPPING SCREW PER STILE LOCATION.
12 GA. GALV, STEEL TOP BRACKET, EACH
BRACKET ATTACHED W/(4) #14x5/8' SHEET
METAL SCREWS, ADJUSTABLE SLIDE
ATTACHED TO TOP BRACKET WITH (2)
1/4'xl/2' BOLTS AND NUTS PER BRACKET.
14 GA. GALV. ROLLER HING. EACH
HINGE FASTENED WITH (4)
#14x5/8' SHEET METAL SCREWS
AND <4) 1/4'x3/4' SELF -TAPPING
SCREWS. SEE VIEW B.
BOTTOM ROLLER BRACKET OF 13 GA.
GALV. STEEL (MEASURING 3' x
9-1/8' MIN), FASTENED WITH (4) #14
BOTTOM SECTION REINFORCED X 5/8' LG SHT. MTL. SCREWS
WITH TEMPERED ALUMINUM
EXTRUSION WITH INTEGRAL
RETAINER FOR FLEXIBLE VINYL
ASTRAGAL
SECTION A —A (SIDE VIEW)
MANUFACTURING PRODUCT CODE
C-PAN-1E448
DESIGN LOADS: +36.0 P.S.F. & -42.0 P.S.F.
PART NO.: N/A
Unless Stated Otherwise
TOLERANCES are
8585 Duke Boulevard
Mason, 51 —770 USA
Tel. No. 513-770-4800
WINDLOAD RATING
\ / 6 D P 3 6
.0 = t.031
CORPORATION Fax No. 513-770-4853
�/
DESCRIPTION: COMMERCIAL RIBBED STEEL DOORS UP TO 12'2"W
.00 = t.015
.000 = t .005
000 = t.001
DRAWN BY: SH
DATE: 12/1/14
SCALE: NTS
DWG.
CHECKED BY: MWW
DATE: 4/15/15
SHEET 2 OF 3
Degrees = f 1/2'
ISIZE
Unless Stated Otherwise
DIMENSIONS ARE IN INCHES.
DWG. NO.: 104811
VER: M-D
2 I 1
C
on
9
3
4 I 3
2
C
C
C
0
CL❑PAY / IDEAL / H❑LMES
524 / C4ST / 224 / 24GA 1-7/8" RIBBED
524V / C4SV / 224V / 24GA 1-7/8" RIBBED INSULATI❑N
524S / C4SS / 224X / 24GA 1-7/8" RIBBED INSULATI❑N WITH STEEL BACKER
520 / COST / --- / 20GA 1-7/8" RIBBED
520S / COSS / --- / 20GA 1-7/8" RIBBED INSULATI❑N WITH STEEL BACKER
2" TRACK CONFIGURATION
DOORS UP TO 800 LBS.
NOTE DOUBLE TRACK
HEADROOM, HI -LIFT TRACK,
FOLLOW -THE- ROOF
TRACK, AND VERTICAL LIFT
TRACK ARE AVAILABLE
OPTIONS.
TRACK CONFIGURATION
ABOVE THE DOOR OPENING
DOES NOT AFFECT THE
WIND LOAD RATING.
HORIZONTAL TRACK
SUPPORT BY DOOR
INSTALLER (TO SUIT).
DOOR COUNTERBALANCE SYSTEM
ALV. STEEL FLAG BRACKET ATTACHED TO
H (3) 5/16" X 1-5/8" LAG SCREWS
TRACK WITH (2) 1/4' RIVETS.
TRACK BRACKETS ON 24"
F
w
AS REQUIRED: SPACING NOT TO
=
EXCEED 30" O.C. FROM TOP TRACK
X
0
BRACKET AND FLAG BRACKET.
0
62"t4" 2" GALV. STEEL TRACK,
II
TRACK THICKNESS: 0.060".
x
w
TYP. 2-1/2" X 12 GA GALV.
36 f2
z
STEEL TRACK BRACKETS OR
z
TRACK CLIPS, ATTACHED TO JAMB
Uj
WITH (1) 5/16" X 1-5/8" LAG
o
SCREW PER TRACK BRACKET OR
3" TRACK CONFIGURATION
DOORS 800 LBS AND OVER.
NOTE DOUBLE TRACK
HEADROOM, HI -LIFT TRACK,
FOLLOW -THE- ROOF
TRACK, AND VERTICAL LIFT
TRACK ARE AVAILABLE
OPTIONS.
TRACK CONFIGURATION
ABOVE THE DOOR OPENING
DOES NOT AFFECT THE
WIND LOAD RATING.
DOOR
HEIGHT
VERTICAL
TRACK LENGTH
7 -0 '
72
8'-0"
84"
9'-0"
96"
10'-0'
,108"',-
12 -•0
13Q!'
14 -0
156
-0
180
717 --0
1-7
I)EfSIGN ENG
MARK WESTERri
204
22
Ekl
1D, . P. _•'
I.S495
x
c�
w
x
X
0
0
w
0
II
c�
0
z
z
w
a
0
TRACK CLIP.
10"
3-1/2"
CENTER HANG REQUIRED FOR
DOORS OVER 8' HIGH.
3" GALV. TAPERED STEEL TRACK AND ANGLE. TRACK
THICKNESS: 0.101 ". ANGLE THICKNESS: 0.080".
MIN. ANGLE DIMENSIONS 3-1/4" x 2-7/8".
—VERTICAL/HORIZONTAL TRACK
JUNCTION. TWO 1/4" BOLTS
& NUTS FOR EACH TRACK.
AS ROD: SPACING NTE 30" O.C. BETWEEN TOP VERTICAL
TRACK MOUNTING SLOT AND VERT./HORIZ. TRACK JUNCTION
ADDITIONAL MOUNTING SLOTS
SPACED AT 24" CENTERS.
-34"
NE. Y4" TRACK BOLT AND NUT AT EACH
MOUNTING SLOT LOCATION.
-toll
3-1/2"
SHEET1
3 OF 3 REV. NO.1 ZONE: I DATE
04 1 - I --
BRACKET MOUNT JAMB CONFIGURATION
1" DOOR OVERLAP (EACH SIDE) ---I I--
2x6 SYP WOOD JAMB.
REQUIRED FOR BRACKET
MOUNT.
2-1/2" X 12 GA GALV. STEEL
TRACK BRACKETS FASTENED TO
WOOD JAMBS WITH 5/6" X
1-5/8" LAG SCREWS NOT TO
EXCEED 30" ON -CENTER.
2" GALV. STEEL TRACK FASTENED TO
12 GA GALV STEEL TRACK BRACKETS
WITH EITHER (2) 1/4" DIA. RIVETS OR
(1) 1/4" X 5/8" BOLT & NUT PER
TRACK BRACKET.
REVISIONS
ECN NO. APPVD: I DESCRIPTION
-- I SEE REVISION HISTORY ON SHEET ONE.
JAMB CONFIGURATION
DOORS UP TO 800 LBS. ANGLE MOUNT JAMB CONFIGURATION
r—OPTIONAL STOP MOULDING
2x6 SYP JAMB (IF PRESENT;
BY INSTALLER (TO SUIT).
SEE JAMB NOTES ON SHEET 2).
18 GA GALV. 2-3/4" WIDE STEEL GALV. END STILE
VERTICAL TRACK TO BE
FASTENED TO DOOR SKIN WITH TOG-L-LOC, (2) EACH
CONTINUOUS OR REVERSE ANGLE.
TOP & BOTTOM, AND (4) VERTICALLY. ;w.�•; ;.;; :;„ a;.::.,
1-3/4" X 2-1/4" X 12 GA.
2"x1-7/8" 18 GA. GALV. INTER. STILE ATTACHED;°:;'=':?';'; t::
WALL ANGLE. 12 GA. TRACK
TO SKIN WITH LOG-L-LOCS (2) AT TOP & n:,.a,<<', `,3;;`:';;.
CLIPS ATTACHED TO WALL ANGLE
BOTTOM AND (1) AT EACH MAJOR RIB.
WITH TWO 1/4" RIVETS PER CLIP
TRACK CLIPS ARE ATTACHED TO
TRACK WITH EITHER TWO 1/4"
RIVETS OR ONE 1/4" BOLT AND
NUT. ONE 5/16" X 1-5/8" LAG
_-7/16" I.D. ROUND
SCREW AT EACH TRACK CLIP
PUSH NUT FASTENER. 14 GA. GALV. STEEL CENTER
LOCATION. ALSO TWO LAG
SCREWS LOCATED ABOVE
HINGE FASTENED TO SECTION
W/(4) EACH #145/8" SHEET
VERTICAL/HORIZONTAL TRACK
METAL SCREWS.
JUNCTION.
14 GA. GALV. STEEL ROLLER HINGES FASTENED TO END STILES W/(4) EACH #14x5/8"
SHEET METAL SCREWS AND (4) 1/4" SELF TAPPING SCREWS PER
END HINGE.
2" DIA. x 4-1/2" LONG STEM (7/16" DIA. SHAFT), 10 BALL STEEL ROLLER WITH STEEL
OR NYLON TIRE.
SECTION C-C LIAR BRACKET (2-1/2" x 5-3/4" x 12GA)
ATTACHED WITH (2) 1/4" x 3/4" SELF TAPPING
PREPARATION OF JAMBS BY OTHERS. SCREWS.
JAMB CONFIGURATION
DOORS 800 LBS AND OVER.
1" DOOR OVERLAP (EACH SIDE)
2x6 SYP JAMB (IF PRESENT;
HORIZONTAL TRACK SEE JAMB NOTES ON SHEET 3).
SUPPORT BY DOOR
INSTALLER (TO SUIT).
3-1/4" x 2-7/8" MIN. x 0.080" TAPERED
ANGLE. SEE LAG BOLT MOUNTING AT TRACK
CONFIGURATION BELOW.
DOUBLE TRACK
LOW HEADROOM OPTION
(AVAIL. FOR BOTH 2" AND 3" TRACK;
DOUBLE HORIZONTAL
TRACK.
OPTIONAL STOP MOULDING BY DOOR INSTALLER (TO SUIT).
18 GA GALV. 2-3/4" WIDE STEEL GALV. END STILE
FASTENED TO DOOR SKIN WITH TOG-L-LOC, (2) EACH
TOP & BOTTOM, AND (4) VERTICALLY.
2"0-7/8" 18 GA. GALV. INTER. STILE ATTACHED
—TO SKIN WITH LOG-L-LOCS (2) AT TOP &
BOTTOM AND (1) AT EACH MAJOR RIB.
14 GA. GALV. STEEL CENTER HINGE
FASTENED TO SECTION W/(4) EACH
L 7/16" I.D. ROUND #14x5/8" SHEET METAL SCREWS.
PUSH NUT FASTENER.
0.101" THICK 3" GALV. STEEL TRACK FASTENED 14 GA. GALV. STEEL ROLLER HINGES FASTENED TO END
TO TAPERED ANGLE. TRACK ATTACHED TO STILES W/(4) EACH #14x5/8" SHEET METAL SCREWS
TAPERED ANGLE WITH ONE 1/4"x5/8" BOLT & AND (4) 1/4" SELF TAPPING SCREWS PER END HINGE.
NUT AT EACH MOUNTING SLOT.
3" DIA. x 5-1/2" LONG STEM (7/16" DIA. SHAFT) BALL BEARING STEEL ROLLER.
SECTION C-C MANUFACTURING PRODUCT CDDI
PREPARATION OF JAMBS BY OTHERS. C-PAN-ZE448
DESIGN LOADS: +36.0 P.S.F. & -42.0 P.S.F. PART NO.: N/A
Unless Stated Otherwise 8585 Duke Boulevard WINDLOAD RATING
TOLERANCES are Mason, 51 -770 USA W D P 3
Tel. H 45040 USA
0 = t.031 CORPORATION Fax No. 513-770-4853
ONE 5/16" x 1-5/8" LAG SCREW SPACED AT THE SAME .00 = t.015 DESCRIPTION: COMMERCIAL RIBBED STEEL DOORS UP TO 12'2"W
DISTANCES AS THE TRACK BOLTS (I.E. 3-1/2", 10", 34", 58", .000 = t .005
ETC.). TWO LAG SCREWS ALSO LOCATED ABOVE .0000 = t.001 DRAWN BY: SH DATE: 12/1/14 SCALE: NTS DWG. ID
VERTICAL/HORIZONTAL TRACK JUNCTION. Degrees = ±1/2' CHECKED I MWW DATE: 4/15/15 SHEET 3 OF 3 ISIZE JLJ
Unless Stated Otherwise
DIMENSIONS ARE IN INCHES. DWG. NO.: 104811 VER: M—D
IN
C
It
0
4
19
0