HomeMy WebLinkAboutNOA; Steel Sectional Garage DoorMIAMI•DADE 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.gov/economv
Clopay Building Products Company
8585 Duke Boulevard
Mason, 01145040
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
1-^Cr•; x� �Kk.��Ati �F • F
DESC 2IPTI()_ 2" Galle�ty EPS Insulated 69DI'38TONfe+Mtional Garage Door up to 16'-2"
Wide
APPROVAL DOCUMENT: Drawing No. 104785, titled "2" Gallery EPS Doors 16'2"W", sheets 1
through 3 of 3, dated 01/10/2013, with revision 05 dated 07/18/2017, prepared by Clopay Building Products
Company, dated 04/27/2018, signed and sealed by Scott Hamilton, 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 NOA # 17-1016.26 and consists of this page 1 and evidence F
gs1,aJ�, as
well as approval document mentioned above. � �/
The submitted documentation was reviewed by Carlos M. Utrera, P.E.
` TQA_- o_18tQ510:02-
MIAMI•DAD, couNTY Expiration Date: July 18, 2023
Approval Date: June 21, 2018
` Page 1
rp ,
Clopay Building Products Company
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA'S
A. DRAWINGS "Submitted under NOA # 14-0203.06"
1. Drawing No. 104785, titled "T' Gallery EPS Doors 16'2"W", sheets 1 through 3 of 3, dated
01/10/2013, with revision 04 dated 09/20/2016, prepared by Clopay Building Products
Company, signed and sealed by Scott Hamilton, P.E.
B. TESTS "Submitted under NOA # 14-0203. #6"
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 203-9.4
.4) Forced Entry Test per FBC, TAS 202-94
5) Tensile Test per ASTM E8
Along with marked -up drawings and installation diagram of 16'2"x 8', 27ga steel garage door
Model GD2LPW8 with windows, prepared by American Test Lab, Inc., Test Report No.
ATLNC 1202.02-13, dated 01/14/2014, signed and sealed by David W. Johnson, P.E.
"Submitted under NOA # 13-0423.15"
2. 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 16'2"x 8', 27ga steel garage door
Model GD2LPW6-with windows, prepared by American Test Lab, Inc., Test Report No.
ATLNC 0115-01-13R, dated 03/18/2013, signed and sealed by David W: Johnson, P.E.
3. Test report on Salt Spray per ASTM B 117 of painted G40 galvanized coated panels, prepared
by Stork Materials Technology, Test Report No. 30160-04-63365, dated 01/26/2005, signed
by John D. Lee, P.E.
C. CALCULATIONS "Submitted under NOA # 13-0423.15"
1. Jamb anchor calculations prepared by Clopay Building Products Company, dated 04/16/2013,
signed and sealed by Scott Hamilton, P.E.
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER)
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 13-0717.01 issued to SABIC Innovative Plastics for their Lexan
Polycarbonate Sheet Products, approved on 11/28/2013, expiring on 07/17/2018.
2. Test report on Surface Burning Characteristics, per ASTM E84 of Type I EPS� Test Report
No. 3082960-500, prepared by Intertek Testing Services, NA, Inc., da10/04/2005, siigned
by Javier Trevino. q91�L"'i.✓
Carlos M. Utrera, P.E.
Product Control Examiner
NOA No 18-0510.02
Expiration Date: July 18, 2023
Approval Date: June 21, 2018
E-1
Clopay Building Products Company
NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED
E. MATERIAL CERTIFICATIONS (Continued)
3. Test report on Ignition Properties of Plastics per ASTM D1929 of Type I-EPS, Test
Report No. 3082959-500, prepared by Intertek Testing Services, NA, Inc., dated
09/16/2005, signed by C. Anthony Penaloza.
F. STATEMENTS "Submitted under NOA # 15-0225.21"
1. Statement letter of code conformance with the 2010 and the 5t' edition (2014) FBC
issued by Clopay Building Products Company, dated 02/18/2015, signed and sealed,
by Scott Hamilton, P.E.
"Submitted under NOA # 13-0423.15"
2. Statement letters of code conformance to 2010 FBC and no financial interest, both
issued by Clopay Building Products Company, dated 04/16/2013, signed and sealed
by Scott Hamilton, P.E.
2. EVIDENCE SUBMITTED UNDER PREVIOUS NOA'S
A. DRAWINGS "Submitted under NOA # 17-1016.26" .
1. Drawing No. 104785, titled "2" Gallery EPS Doors 16'2"W", sheets 1 through 3 of 3,
dated 01/10/2013, with revision 05 dated 07/18/2017, prepared by Clopay Building
Products Company, signed and sealed by Scott Hamilton, 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 "Submitted under NOA # 17-1016.26"
1. Statement letter of code conformance to the 6th edition (2017) FBC issued by Clopay
Building Products Company, dated 10/04/2017, signed and sPed Scott Hamilton,
P.E. 14-/74' t e
Carlos M. Utrera, P.E.
Product Control Examiner
NOA No 18-0510.02
Expiration Date: July 18, 2023
Approval Date: June 21, 2018
E-2
Clopay BuildinLr Products Company
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
3. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. 104785, titled "2" Gallery EPS Doors 16'2"W", sheets 1 through 3 of 3,
dated 01/10/2013, with revision 05 dated 07/18/2017, prepared by Clopay Building
Products Company, dated 04/27/2018, signed and sealed by Scott Hamilton, 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. Notice of Acceptance No. 15-0915.08 issued to Sabic Innovative Plastic, US, LLC for
their "LEXAN® Polycarbonate Sheet Products" dated 12/10/15, expiring on 07/17/18.
F. STATEMENTS
1. Statement letter -of code conformance to the 6t" edition (2017) FBC issued by Clopay
Building Products Company, dated .04/27/2018, signed and sealed by Scott Hamilton,
P.E. _
2. Statement letter ' of no financial interests issued by Clopay Building Products
Company, dated 04/27/2018, signed and sealed by Scott Hamilton, P.E.
/ ?r26�jy1j-Vj?
Carlos M. Utrera, P.E.
Product Control Examiner
NOA No 18-0510.02
Expiration Date: July 18, 2023
Approval Date: June 21, 2018
E-3
C
A
to
4
MODELS
SHORT
CL❑PAY
GD2SP, GR2SP
GALLERY
H❑LMES
AR2SP
ARTISTRY
^IDEAL^ �
ED2SP
C
LONG
MODELS
FLUSH
MIN❑R RIBS
SHEET,
1 OF 3
GD2LP, GR2LP
CL❑PAY CLASSIC
4302, HDGC
4305, HDGR
REV. NO.
ZONE:
AR2LP
H❑LMES CLASSIC
6202
6205
03
—
04
—
ED2LP
IDEAL CLASSIC
SFC68
SFR68
05
—
OPTIONAL IMPACT RESISTANT GLAZING. MAXIMUM GLAZING
SIZE (DLO) IS 38-1/2" X 13". SEE SECTION B—B ON
THIS SHEET FOR DETAILS. SMALLER WINDOWS OR GLAZING
MAY BE USED WITH THE SAME FRAMING CONDITIONS AND
FASTENING SYSTEM. t------�-.►-•• A
(1) 20 GA. BACKER PLATE AT EACH INTERMEDIATE
HINGE LOCATION. BACKER PLATES ATTACHED WITH
DOUBLE -SIDED ACRYLIC ADHESIVE TO BACK OF DOOR.
(1) 12 GA. GALV. STEEL TOP ROLLER
fBRACKET. SEE SHEET -2 FOR DETAILS.
��
■
�■
■■
h\_
...- I
DOOR HEIGHT
# OF
SECTIONS
UP TO
8'0'
4
8'3' TO
10'0'
5
10'3' TD
12'0'
6
12'3' T❑
14'0'
7
14'3' TO
16'0'
8
MAX SECTI❑N
HEIGHT: 24'
i
01 No ti 86
Zz t
•• STATE OF •14/:
���111rr[TU��i
DESIGN.ENGINEER;
SCOTT HAMILTON, P.E.
1.1
2 I 1
REVISIONS
DATE: ECN NO. APPVD.. DESCRIPTION
2/2015 - SH ADDED CODE COMPLIANCE STATEMENT.
9/20/16 - SH ADDED RIBBED MODELS 4305, HDGR, 6205, SFR68
7/18/17 - SH UPDATED CODE COMPLIANCE STATEMENT TO ADD 6TH EDITION FBC.
IMPACT —RESISTANT CONSTRUCTION:
SOLID DOORS (NO GLAZING) OR DOORS WITH OPTIONAL IMPACT -RESISTANT GLAZING ARE
IMPACT -RESISTANT. OPTIONAL IMPACT RESISTANT ASSEMBLY CONSISTS OF ALUMINUM
FRONT FRAME AND SABIC INNOVATIVE PLASTICS LEXAN MR10, AN APPROVED CC1 PLASTIC
IN ACCORDANCE WITH IBC/FBC 2606 AND AN APPROVED C1 PLASTIC IN ACCORDANCE
WITH FBC 2612_
THE ENTIRE DOOR ASSEMBLY INSTALLED IN COMPLIANCE WITH THIS SECTION MEETS THE
WIND LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE AND INTERNATIONAL BUILDING
CODE AND IS LARGE- AND SMALL -MISSILE IMPACT RESISTANT.
SECTION B-B (IMPACT -RESISTANT GLAZING OPTION)
--16 GA. MIN. GALV. THIS PRODUCT CONFORMS
STEEL END STILES. TO THE REQUIREMENTS OF
THE 2016 FBC, THE FIFTH
-VIEW "B" EDITION FBC, AND THE
--VIEW "C" SIXTH EDITION FBC.
\-ONE 4" T-STRUT PER SECTION. INSULATED DOOR SECTION.
\-TWO POINT LOCKING
INTO TRACK.
SNAP LATCH ENGAGES
ONTO VERTICAL TRACK.
ONE SNAP LATCH ON
SLIDE BOLT LOCK EACH SIDE. OF DOOR.
END ENGAGES INTO
STILE. VERTICAL TRACK.
ONE LOCK ON
EACH SIDE OF OUTSIDE
DOOR. KEYED END
HANDLE. STILE.
INSIDE SLIDE BOLT INSIDE HANDLE
LOCK OPTION. OUTSIDE KEYED LOCK WITH
SNAP LATCH LOCK OPTION.
3
(2) STACKED 12 GA.
1-1/2" X 5 LHR
BRACKET.
OUTSIDE,
HANDLE. LOCK BAR
ENGAGES IN
TRACK ON
EACH SIDE
OF DOOR.
OUTSIDE KEYED LOCK WITH
LOCK BAR LOCKING.
ly
SABIC SILGLAZE Il SC52800 ADHESIVE.
PRODUCT RENEWED
as complying with the Florida
Building Code
NOA-No. 18-0510.02
Expiration Dgte 07/18/2023
END
STILE.
2
(12) #8-18 x 1 /2"
SELF -TAPPING
SCREWS.
1 /4" THICK POLYCARBONATE
INTERIOR
OF DOOR.
(16) #8-18 x 1"
SELF -TAPPING
SCREWS.
EXTRUDED PLASTIC RETAINER.
ALUMINUM FRAME, MITERED AND
JOINED AT CORNERS WITH
DIE-CAST ZINC CORNER KEYS.
GLAZING. bj MANUFACTURING PRODUCT CDDI
DSIE-1E471
DESIGN LOADS: +38.0 P.S.F. & -42.0 P_S.F.
PART NO.: N/A
Unless Stated Otherwise = 8585 Duke Boulevard WINDL❑AD RATING
TOLERANCES are Clo M MoNo. o 51 H 4504-7700
/ D P 8 T
Tel.USA
W
.0 = f .031 Building Products Compog Fax No. 513-770-4853
.00 = f.015 DESCRIPTION: 2" GALLERY EPS DOORS 16'2"W (SEE TABLE)
.000 = f .00'
0000 = t.00 DRAWN BY: SH DATE:1/10/13 SCALE: NTS DWG.
Degrees = f 1/2' CHECKED BY: SH DATE: 1/10/13 SHEET 1 OF 3 SIZE B
Unless Stated Otherwise
DIMENSIONS ARE IN INCHES. DWG. NO.: 1.04785 VER: MD
C
C
119
0
I
C
X
0
M
MODELS
SHORT
CL❑PAY
GD2SP, GR2SP
3ALLERY
H❑LMES
AR2SP
RTISTRY
IDEAL
ED2SP
'RESSI❑NS
r- HORIZONTAL (TOP) JAMB
3
LONG
MODELS
FLUSH
MIN❑R RIBS
GD2LP, GR2LP
CL❑PAY CLASSIC
4302, HDGC
4305, HDGR
AR2LP
H❑LMES CLASSIC
6202
6205
ED2LP
IDEAL CLASSIC
SFC68
SFR68
(NO LOAD FROM DOOR)
FASTENER
TYPE
MAX. O.C.
2x6 VERTICAL JAMB
JAMB TO SUPPORTING STRUCTURE ATTACHMENT
2
SHEET: REVISIONS
2 OF 3 REV. NO. ZONE: DATE: ECN ND.JAPPVD:1 DESCRIPTION
05 - - - I SH I SEE REVISION HISTORY ON SHEET ONE.
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 +304 LB & -336 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.
2x6 JAMB TO SUPPORTING STRUCTURE ATTACHMENT
(NOT TO BE USED FOR ATTACHMENT OF TRACK ANGLE TO 2x6 VERTICAL JAMBS OR SUPPORTING STRUCTURE)
BUILDING TYPE
FASTENER TYPE
MAXIMUM
ON -CENTER
DISTANCE
BETWEEN
FASTENERS*
STEEL
WASHERS
REQUIRED!,
HOLLOW CMU BLOCK WALL
1 4" x 1-1 4" MIN. EMBED ULTRACON CONCRETE ANCHOR
5-1/2"
1" O.D.
GROUT -FILLED CMU BLOCK
1 4" x 1-3/4" MIN. EMBED ULTRACON CONCRETE ANCHOR
9"
1" O.D.
2000 PSI MIN. CONCRETE
1 4" x 1" MIN. EMBED ULTRACON CONCRETE ANCHOR
7-3 4'
1" O.D.
2000 PSI 'MIN_ CONCRETE
1 4" x 1" MIN_ EMBED TAPCON CONCRETE ANCHOR
4-1/2
1" O.D.
2000 PSI MIN. CONCRETE
3 8" X 1-3/4- MIN. EMBED WEJ-IT ANKR TITE SLEEVE ANCHOR
16-1 2"
CLUDED'
000 PSI MIN. 'CONCRETE
3 8" X 1-3/4" MIN. EMBED WEJ-IT ANKR TITE SLEEVEANCHOR
24"
�NCLUDED.
WOOD FRAME SYP 0.55 SG
1 2" x 3" LAG SCR ASTM A307 GRADE 1-5 8" EMBED INTO STRUCTURE
-3
O.D. r
1.95" THICK, 1 # DENSITY
EXPANDED POLYSTYRENE FOAM
INSULATION LAMINATED TO BOTH
EXTERIOR AND INTERIOR SKINS.
TONGUE AND GROOVE JOINTS.
4"
VIEW "D"
4" TALL TAPER STRUT.
4-1/4 0.062" MIN. GALV. STEEL,
L 80 KSI MIN.
27 GA (0.016" MIN.) EXTERIOR
STEEL SKIN (DRAWING QUALITY,
37.5 KSI MIN.), WITH G-40 MIN.
GALV. BAKED -ON POLYESTER
PAINTED TOP COAT APPLIED TO
BOTH SIDES OF STEEL SKIN.
' FIRST (BOTTOM) ANCHOR -STARTING AT NO MORE THAN HALF OF THE MAXIMUM ON -CENTER DISTANCE. HIGHEST ANCHOR INSTALLED PRODUCT RENEWED
AT LEAST AS HIGH AS THE DOOR OPENING. as complying with the Florida
CLOPAY DOES NOT SUPPLY JAMB ATTACHMENT FASTENERS. Building Code
MINIMUM DISTANCE BETWEEN CENTER OF ANCHOR AND EDGE OF CONCRETE BLOCK_ 2-1/2", EXCLUDING STUCCO THICKNESS. NOA-No. 18-0510.02
1/1;rli
HA.�lrl/���ifri
GEN O
*: No 3 86 :*
�'0 • 4r`z= �� ; rt
O•:•. STATE OF
.:
0
r* 'ONALE
DESIGN ENGINEER:
SCOTT HAMILTON, P.E.
FLORIDA LICENSE No. 63286
0
Expiration D to 07/18/2023
#14x5/8" SHEET METAL SCREWS
By
Miami-1160 Product Control
I
O O
1 /4"x3/4" SELF
TAPPING SCREWS. O
14 GA. END HINGES 18 GA ;(MIN) INTERMEDIATE HINGE
VIEW "B" VI EW I
3
SILICONE FILLED CHANNEL SEPARATES
FRONT AND BACK SKIN OF DOOR.
(1) 12 GA. GALV. STEEL TOP ROLLER
BRACKET. EACH BRACKET ATTACHED W/(4)
1/4"x3/4" SELF TAPPING SCREWS.
�27 GA. (0.016" MIN.) INTERIOR STEEL SKIN
-(DRAWING QUALITY) WITH G-40 MIN. GALV.,
BAKED -ON PRIMER AND A BAKED -ON
POLYESTER PAINTED TOP COAT APPLIED TO
BOTH SIDES OF STEEL SKIN.
14 GA. GALV. ROLLER HINGE. EACH HINGE
FASTENED TO END STILES WITH (4)
#14x5/8" SHEET METAL AND (2)
1/4"x3/4" SELF TAPPING SCREWS. SEE
VIEW "B".
ONE 4" T-STRUT PER SECTION. (SEE
VIEW "D") EACH T-STRUT ATTACHED AT
EACH HINGE LOCATION WITH (2)
1/4"x3/4" SELF TAPPING SCREWS.
12 GA. GALV. STEEL 3-1/2" X 5-1/2" BOTTOM
BRACKET ATTACHED WITH (2) #14x5/8" SHEET
METAL SCREWS.
ALUMINUM EXTRUSION & VINYL WEATHERSTRIP.
SECTION A —A (SIDE VIEW)
MANUFACTURING PRODUCT CODI
DSIE-1F471
DESIGN LOADS: +38.0 P.S.F. & -42.0 P.S.F.
PART NO.: N/A
Unless Stated Otherwise
TOLERANCES are
= w 1, 8585 Duke Boulevard
Mason, 40 USA
51
Tel. No. 513-77-770-4800
WINDLOAD RATING
IS D P 3 8 T
.0 = t .031
Building Products Company Fax No. 513-770-4853
�/�/
DESCRIPTION: 2" GALLERY EPS DOORS 16'2"W (SEE TABLE)
.DO = t .015
.D00 = ±.005
.0000 = t.001
DRAWN BY: 'SH
DATE: 1/10/13
SCALE: NTS
DWG.
B
CHECKED BY: SH
DATE: 1/10/13
SHEET 2 OF 31
SIZE
Degrees = t 1/2'
Unless Stated Otherwise
DIMENSIONS ARE IN INCHES.
DWG. NO.: '104785
VER: MD
2 I 1
n
A
0
■
"I
11
I
A
0
4
MODELS SHORT
CLDPAY GD2SP, GR2SP
GALLERY
HOLMES AR2SP
ARTISTRY
IDEAL I ED2SP
n rc+c7nr,,c�
2" TRACK CONFIGURATION
DOORS UP TO 800 LBS.
LONG
GD2LP, GR2LP
AR2LP
ED2LP
3
MODELS FLUSH
CLDPAY CLASSIC 4302, HDGC
HOLMES CLASSIC 6202
2 1
MINOR RIBS ESEET;REVISIONS4305, HDGR3 :0F 3 REV. N0. ZONE: DATE: ECN NO. APPVD: DESCRIPTION
6205 05 1 — — — SH SEE REVI510N HISTORY ON SHEET ONE.
I IDEAL CLASSIC I SFC68 I SFR68 I
NOTE: TRACK CONFIGURATION ABOVE THE
DOOR OPENING DOES NOT AFFECT THE
WIND LOAD RATING OF THIS DOOR.
-_%.— DOOR COUNTERBALANCE SYSTEM
13 GA GALV. STEEL FLAG BRACKET ATTACHED TO
JAMB WITH (3) 5/16" X 1-5/8" LAG SCREWS
AND TO TRACK WITH (2) 1/4" RIVETS.
AS RQD: SPACING NTE 14" O.C.
63" 2" GALV. STEEL TRACK,
TRACK THICKNESS: 0.083".
50"
38° TYP. 2-1/2" X 12 GA GALV.
STEEL TRACK BRACKETS,
ATTACHED TO JAMB WITH (1)
24" 5/16" X 1-5/8" LAG SCREW PER
TRACK BRACKET.
10"
3-1/2"
HORIZONTAL TRACK
SUPPORT BY DOOR
INSTALLER (TO SUIT).
I
JAMB CONFIGURATION
DOORS UP 10 800 LBS.
I
1" DOOR OVERLAP (EACH SIDE)
2x6 S) WOOD JAMB. SEE 3' MIN.
"JAMB PREPARATION NOTE".190
2-:1/2" X 12 GA GALV. STEEL
TRICK BRACKETS FASTENED TO
' WOOD JAMBS WITH 5/6" X
1-5/8" LAG SCREWS NOT TO /
EXCEED 14" ON -CENTER.
PRODUCT RENEWED
as complying with the Florida
Building Code
NOA-No. 18-0510.02
Expiration &Dtte 07/18/2023
By
M!Wm-i-Dfide Product Control
OPTIONAL STOP MOULDING BY INSTALLER (TO SUIT).
16 GA GALV. STEEL DOUBLE -END -STILE FASTENED WITH (1) #8 X 1/2" WAFER SCREW.
END STILE DIM.: 5-3/4 X 2-1/8" X 3/8".
18 GA. GALV. STEEL CENTER HINGE
PUSH NUT 7/16" I.D. ROUND FASTENED TO SECTION W/(4) EACH
FASTENER. #14x5/8" SHEET METAL SCREWS.
14 GA. GALV. STEEL ROLLER HINGES FASTENED TO END STILES W/(4) EACH #14x5/8"
SHEET METAL SCREWS AND (2) 1/4" SELF TAPPING SCREWS PER END HINGE.
2" CALV. STEEL TRACK FASTENED TO
12 (;A GALV STEEL TRACK BRACKETS
WITH EITHER (2) 1/4" DIA. RIVETS OR 2" DIA. 7-1/2" LONG STEM, 10 BALL STEEL ROLLER WITH STEEL OR NYLON TIRE.
(1) it/4- X 5/8" BOLT & NUT PER
TRACK BRACKET. SECTION C-C
? PREPARATION OF JAMBS BY OTHERS.
NOTE; TRACK CONFIGURATION ABOVE THE I
3" TRACK CONFIGURATION DOOR OPENING DOES NOT AFFECT THE JAMB CONI IGURATION
CENTER HANG REQUIRED FOR
DOORS 800 LBS AND OVER. WIND LOAD RATING OF THIS DOOR. DOORS 800 LIIS AND OVER.
DOORS OVER 8' HIGH.
HIi1l1•Itt'I
*. o 2 •*�
j53 STATE. -OF .•w
C?
DESIGN ENGINEER:
SCOTT HAMILTON, P.E.
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K 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 14" MAXIMUM SPACING
JUNCTION. TWO 1/4" BOLTS FROM LAST MOUNTING
& NUTS FOR EACH TRACK_ SLOT TO TRACK JUNCTION
ADDITIONAL MOUNTING SLOTS
SPACED AT 12" CENTERS.
12" ON CENTER
46"
34" NE. Y4' TRACK BOLT AND NUT AT EACH
MOUNTING SLOT LOCATION.
22"
In
3-1/2"
DOOR
HEIGHT
VERTICAL
TRACK LENGTH
7'-0"
72
8'-0"
84„
9'-0"
96"
10,-0'
108"
12'-O"
132"
14'-0'
156"
16 -0
180"
1" DOOR OVERLAP (EACH SIDE)
2x6 SYP WOOD JAMB. SEE
'JAMB PREPARATION NOTE".
HORIZONTAL TRACK
SUPPORT BY DOOR
INSTALLER (TO SUIT).
3-1/4" x 2-7/8" MIN. x 0.080" TAPERED
ANGLII. SEE LAG BOLT MOUNTING AT TRACK
CONFIGURATION BELOW.
i
0.101 " TI IICK 3" GALV. STEEL TRACK FASTENED
TO TAPERED ANGLE. TRACK ATTACHED TO
TAPEREDiANGLE WITH ONE 1/4"x5/8" BOLT &
NUT AT EACH MOUNTING SLOT.
LHR BRACKET (2-1/2" x 5-3/4" x 12GA)
ATTACHED WITH (2) 1/4" x 3/4" SELF TAPPING
SCREWS. NOTE THAT LHR BRACKETS ARE ALSO
USED WITH "DOUBLE END STILE" AS SHOWN IN
ZONE B-3 SHEET 1.
DOUBLE -TRACK
LOW HEADROOM OPTION
(AVAIL. FOR BOTH 2" AND 3" TRACK)
DOUBLE HORIZONTAL
TRACK.
STOP MOULDING BY DOOR INSTALLER (TO SUIT).
- 1 6 GA GALV. STEEL DOUBLE -END -STILE FASTENED WITH (1) #8 X 1/2" WAFER
SCREW. END STILE DIM.: 5-3/4 X 2-1/8" X 3/8".
II I 18 GA. GALV. STEEL CENTER HINGE
7/16" LID. ROUND FASTENED TO SECTION W/(4) EACH
PUSH NUT #14x5/8" SHEET METAL SCREWS.
FASTENER.
14 GA.- GALV. STEEL ROLLER HINGES FASTENED TO END
STILES W/(4) EACH #14x5/8" SHEET METAL SCREWS
AND (2) 1/4" SELF TAPPING SCREWS PER END HINGE.
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L 3" DIA. 8-1/2" LONG STEM BALL BEARING STEEL ROLLER.
SECTION C-C
MANUFACTURING PRODUCT CDDI
l PREPARATION OF JAMBS BY OTHERS.
DSIE-1E471
DESIGN LOADS: +38.0
P_S.F. & —42.0 P.S.F.
PART NO.: N/A
Unless Stated Otherwise
�a 8585 DukeBoulevardWTNDLDAD
RATING
TOLERANCES are
= Clo P y Mason, OH -770 USA
Tel. No, 513 770 4800
Building Products Company
\ / � D P T 8 T
\/1/
0 = t .031
Fax No. 513-770-4853
ONE 5/16" x 1-5/8" LAG CLTS SPACED AT THE SAME
00 = t.015
DESCRIPTION: 2" GALLERY EPS DOORS
16'2"W (SEE TABLE)
DISTANCES AS THE TRACK BCLTS (I.E. 3-1/2", 10", 22", 34,
.000 = t.005
46", ETC.). ADDITIONAL LAG 'SCREWS LOCATED AT 16", 28", &
.0000 = t.001
DRAWN BY: SH
DATE: 1/10/13
SCALE: NTS
DWG.
40" FROM BOTTOM. TWO LA? SCREWS ALSO LOCATED ABOVE
Degrees = t 1/2'
CHECKED BY: SH
I DATE: 1/10/13
SHEET 3 OF 3
ISIZE JLJ
VERTICAL/HORIZONTAL TRACK '.JUNCTION.
Unless Stated Otherwise
DIMENSIONS ARE IN INCHES.
DWG. NO_: 104785
VER: MD
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