HomeMy WebLinkAboutProduct Approval 17101812 - 16' NOA 36-44`Ktesta t,
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1 1 1 1CO"TTY
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 (7W 3li-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.sov/eeouomv
DAB Door Company, Inc.
12195 NW 98' Avenue
Hialeah Gardens, FL 33018
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: Hurricane Master® Model 824/811 Steel Sectional Garage Door 16'-2" Wide with
Window Lite Option (DP +036.0,44.0 PSF)
APPROVAL DOCUMENT: Drawing No. 02-21 Rev L, titled 1124 GA. Roll Formed Steel Sectional
Garage Door", dated 09/10/2002 and last revised on OCT 05, 2017, sheets 1 through 5 of 5, prepared by Al-
Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product
Control Revision 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/series
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 revises NOA # 15-0304.01 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 Ishaq 1. Chanda, P.E.
NOA No. 17-1018.12
Expiration Date: July 21, 2020
Approval Date: December 14, 2017
Page 1
DAB Door Companv, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. Evidence submitted in previous files
A. DRAWINGS
1. Drawing No. 02-21, titled "24 GA. Roll Formed Steel Sectional Garage Door", dated
09/10/2002, with last revision K dated 03/09/2015, sheets I through 5 of 5, prepared by Al-
Farooq Corporation, signed and sealed by Javad Ahmad, P.E.
B. TESTS "Submitted under NOA # 11-0414.12"
1. Test Report on Uniform Static Air Pressure Test, Loading and Forced Entry Test per FBC,
TAS 202-94, of "DAB 824 Sectional Residential Garage Door" prepared by Hurricane
Engineering & Testing Inc., Report No. HETI-07-4200, dated 05/02/2007, signed and sealed
by Candido F. Font, P.E.
2. Test Report on Large Missile Impact Test per FBC, TAS 201-94 and Cyclic Wind Pressure
Test per FBC, TAS 203-94, of "DAB 824 Sectional Residential Garage Door", prepared by
Hurricane Engineering & Testing Inc., Report No. HETI-11-3204, dated 01/20/2011, signed
and sealed by Candido F. Font, P.E.
3. Test Report on Tensile Test per ASTM E8-08 of "Sectional Residential Door (skin)",
prepared by Hurricane Engineering & Testing Inc, Report No. HETI-11-T100, dated
01/21/2011, signed and sealed by Candido F. Font, P.E.
"Submitted under NOA # 05-0228.02"
4. Test Report on Large Missile Impact Test and Cyclic Wind Pressure Test, of "Sectional
Residential Door with Windows", prepared by Hurricane Engineering & Testing Inc., Report
No. HETI 03-1328, dated 07/15/2003, signed and sealed by Rafael E. Droz-Seda, P.E.
5. Test Report on Uniform Static Air Pressure Test, of "Sectional Residential Door" prepared by
Hurricane Engineering & Testing Inc., Report No. HETI 03-1329, dated 07/15/2003, signed
and sealed by Rafael E. Droz-Seda, P.E.
6. Test Report on Tensile Test per ASTM E-8 of "Sectional Residential Door (skin)", prepared
by Hurricane Engineering & Testing Inc, Report No. HETI 03-T078, dated 10/31/2003,
signed and sealed by Rafael E. Droz-Seda, P.E.
"Submitted under NOA # 03-0210.04"
7. Test report on Salt Spray (Corrosion) Test per ASTM B 117 of a painted G-40 steel panels,
prepared by Celotex Corporation, Test Report No. 258592, dated 08/17/1998, signed by W. A.
Jackson, P.E.
C. CALCULATIONS "Submitted under NOA # 14-0814.10"
1. Anchor verification calculations prepared by Al-Farooq Corporation, dated 09/22/2014 and
07/24/2014, signed and sealed by Javad Ahmad, P.E.
C,L,.fl\.CkoW ��
Ishaq I. Chanda, P.E.
Product Control Examiner
NOA No. 17-1018.12
Expiration Date: July 21, 2020
Approval Date: December 14, 2017
E-1
DAB Door Companv, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS (Cont.)
"Submitted under NOA # 11-0414.12"
2. Anchor verification calculations prepared by Al-Farooq Corporation, complying with F.B.0
2007, dated 04/07/2011, signed and sealed by Javad Ahmad, P.E.
3. Anchor verification calculations prepared by Al-Farooq Corporation, complying with F.B.0
2007, dated 12/19/2008, signed and sealed by Humayoun Farooq, P.E.
"Submitted under NOA # 09-0128.02"
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 Sheet Products, approved on 11/28/2013 and expiring on 07/17/2018.
2. Notice of Acceptance No. 14-0311.08, issued to Insulfoam, LLC, for their
Insulfoam Expanded Polystyrene Insulation, approved on 08/14/2014 and expiring on
11/29/2017.
3. Notice of Acceptance No. 11-0926.07, issued to Dyplast Products, LLC, for their Expanded
Polystyrene Block Type Insulation, approved on 11/10/2011 and expiring on 01/11/2017.
4. Notice of Acceptance No. 11-0926.06, issued to Dyplast Products, LLC, for their
Dyplast ISO -C1 Polyisocyanurate Insulation, approved on 11/10/2011 and expiring on
01/11/2017.
5. Notice of Acceptance No. 10-1129.04, issued to Cellofoam North America Inc, for their
Expanded Polystyrene Block Insulation, approved on 02/24/2011 and expiring on 02/24/2016.
"Submitted under NOA # 05-0228.02"
6. Test Report on Accelerated Weathering Using Xenon Are Light Apparatus Test per
ASTM G155 of "PVC Extrusion Material', prepared by Hurricane Engineering &
Testing, Inc., Report No. HETI 04-A002, dated 09/27/2004, signed and sealed by Rafael E.
Droz-Seda, P.E.
7. Test Reports on Tensile Test per ASTM D638 of "PVC Extrusion Material', prepared by
Hurricane Engineering & Testing Inc., Report No. HETI 04-T251, dated 11/29/2004 signed
and sealed by I. Ghia, P.E.
8. Test Report on Self -Ignition Temperature Test, Rate of Burn Test and Smoke Density
Test of "REHAU non -foam PVC extrusion material', prepared by ETC Laboratories,
Report No. 04-761-15019.0, dated 05/06/2004, signed and sealed by J. L. Doldan, P.E.
F. STATEMENTS "Submitted under NOA # 14-0814.10"
1. Statement letter of code conformance to the 5m edition (2014) FBC and no financial interest
issued by Al-Farooq Corporation, dated 05/13/2014, signed and sealed by Javad Ahmad, P.E.
Ishaq I. Chanda, P.E.
Product Control Examiner
NOA No. 17-1018.12
Expiration Date: July 21, 2020
Approval Date: December 14, 2017
E -2
DAB Door Company, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUB
2. New Evidence submitted.
A. DRAWINGS
1. Drawing No. 02-21 Rev L, titled "24 GA. Roll Formed Steel Sectional Garage Door",
dated 09/10/2002 and last revised on OCT 05, 2017, sheets 1 through 5 of 5, prepared by
Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E.
Note: This revision consist of editorial changes to comply with FBC 2017.
B. CALCULATIONS
1. None
C. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources (RER).
D. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 17-0221.06, issued to Insulfoam, LLC, for their
Insulfoam Expanded Polystyrene Insulation, expiring on 11/29/2022.
2. Notice of Acceptance No. 16-1108.04, issued to Dyplast Products, LLC, for their Dyplast
ISO -C1 Polyisocyanurate Insulation, expiring on 01/11/2022.
3. Notice of Acceptance No. 15-1203.04, issued to Cellofoam North America Inc, for their
Expanded Polystyrene Block Insulation, expiring on 02/24/2021.
4. Notice of Acceptance No. 15-0915.08, issued to SABIC Innovative Plastics, for their Lexan Sheet
Products, expiring on 07/17/2018.
E. STATEMENTS
1. Statement letter of conformance to FBC 2014 (5th Edition) and FBC 2017 (61h Edition),
prepared by Al Farooq Corporation, dated 10/05/17, signed and sealed by Javad Ahmad,
P.E.
F. OTHER
1. This NOA revises NOA 415-0304.01, expiring 07/21/20.
`4thfj \. L\,
Ishaq I. Chanda, P.E.
Product Control Examiner
NOA No. 17-1018.12
Expiration Date: July 21, 2020
Approval Date: December 14, 2017
E -3
p 7-1/2" X 2-1/4" X 18 GA. ------Pu!
GALV. STEEL CENTER HINGE `
O W/ (4) #14 X 5/8" SMS
WITHOUT DELRON SLEEVE (STD.)
p 7-1/2" X 3" X .071" GALV. STEEL I 00
END ROLLER HINGE II 00
W/ (6) #14 X 5/8" SMS
WITHOUT DELRON SLEEVE (STD.) i
WITH DELRON SLEEVE (OPTIONAL)
7-1/2" X 2-1/4" X .071" LOCK
GALV. STEEL CENTER HINGE
0 W/ (4) #14 X 5/8" SMS 2/ DOOR
O WITH DELRON SLEEVE (OPTJ.GMI
O I 1" W X .15 THK. LATCH
I I
CENTER HINGE STANDARD LOCK
SPRING LOADED SLIDE BOLT (BOTH SIDES
FASTENED W/ (4) #14 X 1/2" S.M.S.
5/8" MIN. LOCK ENGAGEMENT
CONFORMS TO SECTION 1008 REGARDING
GARAGE DOORS
------
`\- _
.158 DIA. GALV. AIRCRAFT TYPE
CABLE & NICO -PRESS SLEEVE
W/ MIN. 5 TO 1 SAFETY FACTOR /
I O+ 711 71
I
2-3/4"W X 5-5/8"H X .090" THK.77 JLOWIZ
STEEL PLATE, 1-3/8" DEEWITH (3) #14 X 3/4SELF DRILLING SCREWSBRACKETBRACKETSTD. LIFT DOOR HEADROOM
OR OPTION
DOOR
HEIGHT
CONSISTS OF
TOTAL # OF
'U' BARS AT
EACH DOOR
6'-6"
2 SECTIONS 18" 2 SECTIONS 21"
p
o
o
a
0
m
6'-9" 1 SECTION 18" 3 SECTIONS 21"
7' 4 SECTIONS 21" -
7'-3"
7'-6" 5 SECTIONS 18" -
7'-9" 4 SECTIONS 18" 1 SECTION 21"
8' 13 SECTIONS 18" 2 SECTIONS 21"
8'-3" 2 SECTIONS 18" 3 SECTIONS 21"
8'-6" 1 SECTION 18" 4 SECTIONS 21"
8'-9" 5 SECTIONS 21" -
9' 6 SECTIONS 18" -
9'-3" 5 SECTIONS 18" 1 SECTION 21"
9'-6" 4 SECTIONS 18" 2 SECTIONS 21"
9'-9" 3 SECTIONS 18" 3 SECTIONS 21"
10' 2 SECTIONS 18" 4 SECTIONS 21"
10'-3" 1 SECTION 18" 5 SECTIONS 21"
10'-6" 16 SECTIONS 21" -
10'-9" 6 SECTIONS 18" 1 SECTION 21"
11' 5 SECTIONS 18" 2 SECTIONS 21"
11'-3" 4 SECTIONS 18" 3 SECTIONS 21"
11'-6" 3 SECTIONS 18" 4 SECTIONS 21"
11'-9" 2 SECTIONS 18" 5 SECTIONS 21"
12' 1 SECTIONS 18" 6 SECTIONS 21"
12'-3" 7 SECTIONS 21" -
12'-6" 6 SECTIONS 18" 2 SECTIONS 21"
12'-9" 5 SECTIONS 18" 3 SECTIONS 21"
13' 4 SECTIONS 18" 4 SECTIONS 21"
3 SECTIONS 18" 5 SECTIONS 21"
13'-6" 2 SECTIONS 18" 6 SECTIONS 21"
13'-9" 1 SECTION 18" 7 SECTIONS 21"
14' 8 SECTIONS 21" -
14'-3" 6 SECTIONS 18" 3 SECTIONS 21"
14'-6" 5 SECTIONS 18" 4 SECTIONS 21"
14'-9" 4 SECTIONS 18" 5 SECTIONS 21"
15' 3 SECTIONS 18" 6 SECTIONS 21"
15'-3" 2 SECTIONS 18" 17 SECTIONS 21"
15'-6" 1 SECTION 18" 18 SECTIONS 21"
15'-9" 19 SECTIONS 21
16' 16 SECTIONS 18" 4 SECTIONS 21-
G
7-7/8" X 3-1/8" X .010"
STEEL PLATE
WITH (4) #14 X 3/4" SDS
NUT TOP FIXTURE 5-1/2" X 2-3/4" X 0.1"
STEEL PLATE WITH ONE 5/16-18 MS W/ NUT
�FASTENED TO END STILE WITH
(6) #14 X 3/4" SELF DRILLING SCREWS
SEE SHEEP 3 FOR TOP BRACKET OPTIONS
CENTER STILES
OPTIONAL DOOR VIEWER
TO BE INSTALLED AT
ANY CENTER STILE7
it; -2
THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT QL
INSIDE ELEVATION BUILDING DINGOR SCODE, TASTED IN -202, TAS 201 & TASNCE WITH THE -2
203 EFORTHVOZ AND IDA
RAISED PANEL EMBOSSED DOOR ASTM E7886-05/ASTM E1996-09.
END STILE
JLOCK BAR GUIDES
INSTALLED ON END STILE
WITH (4) #14 X 5/8" SMS
.18T X .6W LOCK BAR
ENGAGES IN TRACK
ON EACH SIDE OF DOOR
OUTSIDE KEYED LOCK
OPTIONAL
LOCK BAR LOCKING SHOWN
ALTERNATE TO
SPRING LOADED SLIDE BOLT
LOCKS SHOWN ABOVE g'-0" TO 9'-10"
DOOR WIDTHS
STILES
DAB DOORS INC.
Hurricane Master® Model 824/811
Max. Size 16'-2" X 16'-0" High
With Window Lite Option
DESIGN PRESSURE RATING = + 36.0 PSF
— 44.0 PSF
SCHEDULE 'A'
CENTER STILES CONFIGURATION
DOOR WIDTHS
# OF CENTER STILES
8'-0" TO 9'-10"
2
10'-0" TO 11'-10"
2
12'-0" TO 13'-10"
3
14'-0" TO 15'-10"
4
15'-11" TO 16'-2"
5
I
r0711
LOPTIONAL VENTS �OPTIONAL FLUSH FACE
OPNG. AREA NOT TO EXCEED 120 SO. IN. MAX. DOOR WIDTH WOOD GRAIN DESIGN A
it; -2
THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT QL
INSIDE ELEVATION BUILDING DINGOR SCODE, TASTED IN -202, TAS 201 & TASNCE WITH THE -2
203 EFORTHVOZ AND IDA
RAISED PANEL EMBOSSED DOOR ASTM E7886-05/ASTM E1996-09.
END STILE
JLOCK BAR GUIDES
INSTALLED ON END STILE
WITH (4) #14 X 5/8" SMS
.18T X .6W LOCK BAR
ENGAGES IN TRACK
ON EACH SIDE OF DOOR
OUTSIDE KEYED LOCK
OPTIONAL
LOCK BAR LOCKING SHOWN
ALTERNATE TO
SPRING LOADED SLIDE BOLT
LOCKS SHOWN ABOVE g'-0" TO 9'-10"
DOOR WIDTHS
STILES
DAB DOORS INC.
Hurricane Master® Model 824/811
Max. Size 16'-2" X 16'-0" High
With Window Lite Option
DESIGN PRESSURE RATING = + 36.0 PSF
— 44.0 PSF
SCHEDULE 'A'
CENTER STILES CONFIGURATION
DOOR WIDTHS
# OF CENTER STILES
8'-0" TO 9'-10"
2
10'-0" TO 11'-10"
2
12'-0" TO 13'-10"
3
14'-0" TO 15'-10"
4
15'-11" TO 16'-2"
5
GENERAL NOTES
1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (6TH EDITION) FLORIDA
BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ).
2. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS
AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE
MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
3. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.
4. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE
REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS.
5. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION
FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY
OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR
WATER INFILTRATION RESISTANCE ErC.
CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY,
AND TO BE REVIEWED BY BUILDING OFFICIAL
6. MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION
IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE.
LABELING TO COMPLY WITH SECTION 1709.9.2.
® ® ® ® ® ® MAY BE3USEDSELF DRILLING SCREWS
IN LIEU OF #14 X 5/8" SMS
14'-0" TO 15-10" _
`- DOOR WIDTHS
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A)E OR=��\ (( drawing no.
®!1®?e ��°.�� 02-21
X 2-1/4" X 3/4" X 2"
uALv. STEEL U.BAR REINFORCING TRUSS
® BOTTOM OF PANEL TRUSS FASTENED TO
VERTICAL INTERMEDIATE STILES W/ TWO
#14 X 5/8" S.M.S. AND TO END STILE
W/ FOUR #14 X 3/4" SELF DRILLING S.
IST SECTION (BOTTOM)
STEEL TRACK BRACKET FASTENED
TO WOOD JAMB WITH
5/16" X 1-5/8" LAG SCREW
(FULLY THREADED)
HEX WASHER HEAD TYPE A
ONE PER BRACKET
SOUTHERN PINE ...-
0.55 S.
1
I
1.9" X 2.19" X 3.3" X .090"
STEEL TRACK BRACKETS -
SEE SHEET 3 FOR SPACING
INTERMEDIATE SECTION
OPTIONAL STOP MOULDING
BY DOOR INSTALLER
# 14 X 5/8" SMS
6 PER HINGE
TOP SECTION
4DIST
1/2" X 1-3/4" X .058" FORMED STEEL
GLUED TO PANEL AND SECURED TO
END STILE WITH (4) 3/16" POP RIVETS
1-7/8" X 2-5/8" X .049" STEEL
CENTER STILE, GLUED AND RIVETED
TO PANEL W/ (4) 3/16" RIVETS 3/16"
POP RIVETS
r4/1 HINGE4 X /8" S.M.S. /
STEEL TRACK
14 GA. X 2-1/8" X 1" (STANDARD)
12 GA. X 3-5/16" X 1-1/2" (OPTIONAL)
FASTENED TO TRACK PLATES
W/ 1/4-20 X 5/8" TRUSS HD.
SLOTTED M.S. & LOCK NUT
i
7-1/2" X .050"
GALV. STEEL _
CENTER HINGE
INTERIOR SIDE
7/8" PUSHNUT
INSTALLED ON ROLLER SHAFT
SECTION B -B
24 GA. STEEL PANEL
yI_1r�:7:17�1ty�/� 7
1/2" PUNCHED HOLES
® 4" O.C.
0.
3/16" POP RIVETS J
AT 4" O.C.
(6) FOR 21" STILES
(5) FOR 18" STILES
END STILE
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Product G
SOLID BRASS DOOR VIEWER
PANELS WITH BY 'SCHLAGE SECURITY HARDWARE'
END STILE, CONNECT TO PANE
3/4" x 2" x 2-1/2" X STEEL INSTALLED IN 9/16" DIA. HOLES IN CENTER STILE
FLAPS AND (5) OR (6) 3/16" ALUM RIVETS POSITIONED AT EYE LEVEL
SEE DETAIL ABOVE
7-1/2" X .071"-J\x
END ROLLER HINGE —,)//\
1.82" DIA. X .50" STEEL ROLLERS (STD.)
1.82" DIA. X .50" NYLON ROLLERS (OPTIONAL)
2.75" DIA. X .50" STEEL ROLLERS (OPTIONAL)
2.75" DIA. X .50" NYLON ROLLERS (OPTIONAL)
WITH 5" STEM
1/4-20 SS BOLTn e
& NUTEOF
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drawing no.
02-21
sheet 2of 5
ANCHORS AT TRACK BRACKET:
EDGE
r DISTANCE
A)
3/8" DIA, POWER -BOLT BY 'POWERS'
2" MIN. EMBED INTO CONCRETE (3000 PSI MIN.)
2" MIN. EDGE DISTANCE
3/8" DIA, HLC SLEEVE BY 'HILT]
B)
1-1/4" MIN. EMBED INTO CONCRETE OR FILLED BLOCK
2-1/4" MIN. EDGE DISTANCE INTO CONCRETE
4" MIN. EDGE DISTANCE INTO FILLED BLOCK
CONCRETE fVc = 3000 PSI MIN.
i(l)
C-90 GROUT FILLED BLOCK f'm = 2000 PSI MIN.
ANCHOR TYPE A OR B
PER BRACKET B4IIE4/�®
SEE SHEET 3 FOR BRACKET SPACING
0�9\4
7-1/2" X .071"-J\x
END ROLLER HINGE —,)//\
1.82" DIA. X .50" STEEL ROLLERS (STD.)
1.82" DIA. X .50" NYLON ROLLERS (OPTIONAL)
2.75" DIA. X .50" STEEL ROLLERS (OPTIONAL)
2.75" DIA. X .50" NYLON ROLLERS (OPTIONAL)
WITH 5" STEM
1/4-20 SS BOLTn e
& NUTEOF
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drawing no.
02-21
sheet 2of 5
POP RIVETS
2-3/4" X 5-1/2" X 3" X .104"
GALV. STEEL
TOP ROLLER BRACKET ON EACH SIDE
FASTENED W/ (6) # 14 X 5/8" S.M.S.
14 GA. GALV. STEEL ADJUSTABLE
SLIDE FASTENED TO BRACKET
W/ 5/16-18 X 3/4" HEX HEAD
M. SCREWS & NUTS.
'nmv) TOP BRACKET
(OPTIONAL)
LOW HEADROOM DOOR
HORIZONTAL REINFORCEMENT
1 /7" X 1-3/4" X .058" FORMED STEEL
D TO PANEL AND FASTENED TO
CAL STILES WITH 2" X 5-1/2" X .104"
i/16' POP RIVETS GALV. STEEL
FASTENED W/ (4) # 14 X 5/8" S.M.S.
TOP ROLLER BRACKET FOR
LOW HEADROOM DOOR OPTION
HORIZONTAL REINFORCEMENT
1/2" X 1-3/4" X .058" FORMED STEEL
GLUED TO PANEL AND FASTENED TO
VERTICAL STILES WITH
(2) 3/16" POP RIVETS
J
W
( 1-5/8" LAG SCREWS INTO WOOD OR
5/16" SLEEVE ANCHORS
WITH 1-1/4" EMBED INTO MASONRY
3 PER BRACKET
/2" X 4-1/4" X 13 GA. STEEL PLATES
TO 1-1/2" X 1-1/2" X 14 GA. ANGLE
FASTENED TO TRACK
WITH (4) 1/4-20 SS. BOLT & NUTS
5/16" MEETING RIB
PLASTIC/STEEL ROLLERS
1.82" DIA. X .50"
W/ .44 DIA. X 4-1/4" STEM
SECTION A -A
SEE SHEET 2 FOR LOCATION
OF REINFORCING TRUSSES
OPTIONAL INSULATIONS:
BY 'DYPLAST PRODUCTS LLC'
ISO -25 POLY—ISOCYANURATE
DENSITY = 2.0 PCF
N.O.A. #16-1108.04
OR
BY 'CELLOFOAM NORTH AMERICA'
DENSITY = 1.03 PCF
N.O.A. #15-1203.04
OR
BY 'INSULFOAM LLC'
DENSITY = 0.92 PCF
N.O.A. #17-0221.06
14 GA. GALV. STEEL
ROLLER HINGES FASTENED
W/ (6) # 14 X 5/8" SMS
MIN. .024" ROLL FORMED STEEL PANEL
DRAWING QUALITY G-40
MIN. YIELD STRENGTH = 39 KSI
WITH PRIMER AND BAKED—ON
POLYSTER PAINTED TOP COAT
APPLIED TO BOTH SIDES OF STEEL
12 GA. GALV. STEEL
BOTTOM BRACKET FASTENED
W/ (4) If 14 X 5/8" SMS
BOTTOM SEAL OPTIONS
SEE SHEET 5
HORIZ. TRACK SUPPORT,
CENTER SUPPORT READ. ON DOORS
EXREEDING 8 FT. IN HEIGHT
II II A —�
II
A—I
= OPENING HEIGHT PLUS 12"
14 GA. GALV. STEEL TRACK
1-1/2" X 1/2" X 1/8" HORIZ. ANGLE
FOR DOOR HEIGHTS UPTO 8 FT.
WITHOUT INSULATION OR WINDOWS,
2" X 2" X 1/8" HORIZ. ANGLE
FOR DOOR HEIGHTS ABOVE 8 FT. OR
DOORS WITH INSULATION OR WINDOWS
SPOT WELDED TO HORIZ. TRACK
WITH TWO WELDS AT 1-1/2" APART
FIRST AT 3" O.C., REST AT 9" O.C.
CONNECTED TO FLAG BRACKET ANGLE
W/ 3/8-16 X 3/4" BOLT & NUT
AND TO SPRING SHAFT GUIDE WITH
(2) 1/4-20 X 5/8" BOLT & NUT
VERTICAL TRACK_
2-1/8" X 1" X .080"
SECTION A -A
DOOR
* SECTION HEIGHTS
BRACKET PLACEMENTS
HEIGHT
1ST 2ND
3RD 4TH 5TH Bt B2
B3
B4
B5
86
B7
B8
6'-0"
18" 18"
18" 18" N/A 1" TO 2" 11-3/4"
23"
34"
45"
56"
67"
—
6'-6"
21" 18"
18" 21" N/A 1" TO 2" 11-3/4"
23"
34"
45"
56"
67"
—
7'-0"
21" 21"
21" 21" N/A 1" TO 2"11-3/4"
23"
34"
45"
56"
67"
—
7'-6"
18" 18"
18" 18" 18" 1" TO 2" 11-3/4"
23"
34"
45"
56"
67"
78-1/4"
8'-0"
21" 18"
18" 18" 21" 1" TO 2" 11-3/4"
23"
34"
45"
56"
67"
78-1/4"
*—SECTIONS ARE NUMBERED STARTING AT THE BOTTOM
FOR DOORS MORE THAN 8 FT. HIGH, USE ADDITIONAL TRACK BRACKETS AT 10" O.C.
rl II
1.9" X 2.19" X 3.3" X .090"
STEEL TRACK BRACKETS
m 2-3/16" HIGH
CONNECTED TO TRACK WITH
1/4" BOLTS & NUTS.
m r,
TRACK CONFIGURATION
VERTICAL LIFT
REVISM
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AVAILABLE TRACK OPTIONS
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DOUBLE TRACK
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02-21
sheet 3 of
OPTION 'A'
OPTION 'B'
WOOD BUCK CONNECTION TO WOOD SUBSTRATE (WOOD SPECIFIC GRAVITY SG=0.55 MIN.)
THE INSTALLATION METHODS SHOWN ABOVE SHOWS 2X6 SYP WOOD BUCK ATTACHMENT
TO WOOD STRUCTURES. IF THESE METHODS ARE FOLLOWED NO ADDITIONAL CALCULATIONS/DESIGN
WILL BE REQUIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE.
FOR DOOR REPLACEMENT APPLICATIONS WITH NO ENGINEER OF RECORD, INSTALLATION MAY BE
VERIFIED AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION.
5/16" X 1-5/8"
LAG SCREWS
AT 12" O.C.
WOOD BUCK CONNECTION TO MASONRY °
PRESSURE TREATED 2X6 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO
GROUTED REINFORCED MASONRY BLOCK WALL OR CONC. COLUMN WITH
1/4" ULTRACON BY 'ELCO' WITH SPACING OF
12" O.C. INTO GROUT FILLED BLOCK WALL, WITH 2-1/4" MIN. EMBED
13" O.C. INTO 3000 PSI CONCRETE, WITH 1-3/4" MIN. EMBED
2-1/2" MIN. EDGE DISTANCE I 1-1/2-
1/4" TAPPER BY 'POWERS' WITH SPACING OF
11" O.C. INTO GROUT FILLED BLOCK WALL, WITH 1-1/2" MIN. EMBED
13" O.C. INTO 3000 PSI CONCRETE, WITH 1-3/4" MIN. EMBED
3" MIN. EDGE DISTANCE
3/8" CONFLEX BY 'ELCO' OR
3/8" LOT BY 'ITW' WITH SPACING OF
23" O.C. INTO 3000 PSI CONCRETE, WITH 2-1/2" MIN. EMBED
3" MIN. EDGE DISTANCE CONTINUOUS ANGLE TRACK
3/8" HLC SLEEVE BY 'HILTI' WITH SPACING OF TO WOOD BUCK
10" O.C. INTO GROUT FILLED BLOCK WALL, WITH 1-1/4" MIN. EMBED, 4" MIN. EDGE DIST.
15" O.C. INTO 3000 PSI CONCRETE, WITH 1-1/4" MIN. EMBED AND
2-1/2" MIN. EDGE DISTANCE
PREPARATION OF JAMBS BY OTHERS
FOR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TO VERIFY
ADEQUACY OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED
BY DOOR SYSTEM.
FOR DOOR REPLACEMENT IN RETROFIT BUILDINGS WITH NO ENGINEER OF
RECORD, DOOR INSTALLATION MAY BE REVIEWED AND APPROVED BY
BUILDING OFFICIAL UPON INSPECTION.
MAXIMUM EXTERIOR(+) LOAD PER JAMB = (16.16' X 62 PSF)/2 = 291 Lbs per Ft.
MAXIMUM INTERIOR(-) LOAD PER JAMB = (16.16' X 44 PSF)/2 = 355.5 Lbs per Ft.
1/16" X 2 -1/2 -
FILLET WELDS
AT 12" O.C. MAX.
W'STRIP ADAPTER
ALUMINUM
RUBBER W'STRIPPING
STEEL STRUCTURE BY OTHERS
MUST SUPPORT THE LOADS IMPOSED
BY DOOR SYSTEM
1-1
REVERSE TRACK
TO STEEL
224 050�/�'� \�
LC21.534
��1.750—iII �
5/16" DIA. BOLTS
WITH WASHER & NUT
AT 12" O.C. MAX.
ALTERNATE TRACK INSTALLATION
REINFORCEMENT
1/2" X 1-3/4" X .058"
FORMED STEEL
#8 X 1"
SELF DRILLING SCREWS
OR
3/16" 'RIVER' STEEL RIVETS
MULTIGRIP W/ DOME HEAD
AT 48" O.C.
O
W'STRIP ADAPTER
STEEL
.040
700
.348
1.790
BOTTOM SEAL OPTIONS
W'STRIPPING
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ANCHOR SPACING
N
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DIST. #8 X 1-
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EMBED
1-1/2" MIN.
EDGE DIST.
SELF DRILLING SCREWSOR
CONC.
1-i/4"
8"
2"
3/8- CONFLEX BY 'ELCO'
FILLED BLOCK
2"
DIST. o
3-3 4"
m 3/16" 'RIVER' STEEL RIVETS
o�
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1-1 2"
iv
2-1/2"
a MULTIGRIP W/ DOME HEAD
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2"
7GE
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860
CONC.
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O Z
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FORMED STEEL
2BY
1/4" DIA. LAG SCREWS 2BY
ro
1 1/4" DIA. LAG SCREWS
WOOD
I AT 6" FROM ENDS WOOD BUCk
AT 6" FROM ENDS
AND 15" O.C. MAX.
I AND 15" O.C. MAX.
OPTION 'A'
OPTION 'B'
WOOD BUCK CONNECTION TO WOOD SUBSTRATE (WOOD SPECIFIC GRAVITY SG=0.55 MIN.)
THE INSTALLATION METHODS SHOWN ABOVE SHOWS 2X6 SYP WOOD BUCK ATTACHMENT
TO WOOD STRUCTURES. IF THESE METHODS ARE FOLLOWED NO ADDITIONAL CALCULATIONS/DESIGN
WILL BE REQUIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE.
FOR DOOR REPLACEMENT APPLICATIONS WITH NO ENGINEER OF RECORD, INSTALLATION MAY BE
VERIFIED AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION.
5/16" X 1-5/8"
LAG SCREWS
AT 12" O.C.
WOOD BUCK CONNECTION TO MASONRY °
PRESSURE TREATED 2X6 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO
GROUTED REINFORCED MASONRY BLOCK WALL OR CONC. COLUMN WITH
1/4" ULTRACON BY 'ELCO' WITH SPACING OF
12" O.C. INTO GROUT FILLED BLOCK WALL, WITH 2-1/4" MIN. EMBED
13" O.C. INTO 3000 PSI CONCRETE, WITH 1-3/4" MIN. EMBED
2-1/2" MIN. EDGE DISTANCE I 1-1/2-
1/4" TAPPER BY 'POWERS' WITH SPACING OF
11" O.C. INTO GROUT FILLED BLOCK WALL, WITH 1-1/2" MIN. EMBED
13" O.C. INTO 3000 PSI CONCRETE, WITH 1-3/4" MIN. EMBED
3" MIN. EDGE DISTANCE
3/8" CONFLEX BY 'ELCO' OR
3/8" LOT BY 'ITW' WITH SPACING OF
23" O.C. INTO 3000 PSI CONCRETE, WITH 2-1/2" MIN. EMBED
3" MIN. EDGE DISTANCE CONTINUOUS ANGLE TRACK
3/8" HLC SLEEVE BY 'HILTI' WITH SPACING OF TO WOOD BUCK
10" O.C. INTO GROUT FILLED BLOCK WALL, WITH 1-1/4" MIN. EMBED, 4" MIN. EDGE DIST.
15" O.C. INTO 3000 PSI CONCRETE, WITH 1-1/4" MIN. EMBED AND
2-1/2" MIN. EDGE DISTANCE
PREPARATION OF JAMBS BY OTHERS
FOR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TO VERIFY
ADEQUACY OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED
BY DOOR SYSTEM.
FOR DOOR REPLACEMENT IN RETROFIT BUILDINGS WITH NO ENGINEER OF
RECORD, DOOR INSTALLATION MAY BE REVIEWED AND APPROVED BY
BUILDING OFFICIAL UPON INSPECTION.
MAXIMUM EXTERIOR(+) LOAD PER JAMB = (16.16' X 62 PSF)/2 = 291 Lbs per Ft.
MAXIMUM INTERIOR(-) LOAD PER JAMB = (16.16' X 44 PSF)/2 = 355.5 Lbs per Ft.
1/16" X 2 -1/2 -
FILLET WELDS
AT 12" O.C. MAX.
W'STRIP ADAPTER
ALUMINUM
RUBBER W'STRIPPING
STEEL STRUCTURE BY OTHERS
MUST SUPPORT THE LOADS IMPOSED
BY DOOR SYSTEM
1-1
REVERSE TRACK
TO STEEL
224 050�/�'� \�
LC21.534
��1.750—iII �
5/16" DIA. BOLTS
WITH WASHER & NUT
AT 12" O.C. MAX.
ALTERNATE TRACK INSTALLATION
REINFORCEMENT
1/2" X 1-3/4" X .058"
FORMED STEEL
#8 X 1"
SELF DRILLING SCREWS
OR
3/16" 'RIVER' STEEL RIVETS
MULTIGRIP W/ DOME HEAD
AT 48" O.C.
O
W'STRIP ADAPTER
STEEL
.040
700
.348
1.790
BOTTOM SEAL OPTIONS
W'STRIPPING
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AMPlance No
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ANCHOR SPACING
N
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ANCHORS
STRUCTURE
EMBED
I SPACING
EDGE DIST.
3/8" HLC SLEEVE BY 'HILTI'
CONC.
1-i/4"
8"
2"
3/8- CONFLEX BY 'ELCO'
FILLED BLOCK
2"
8"
3-3 4"
3/8" DYNABOLT BY 'ITW'
CONC.
1-1 2"
8"
2-1/2"
3/8" POWER -BOLT BY 'POWERS'
CONC.
2"
8"
2"
3/8" SLEEVE -ALL BY 'SIMPSONS'
CONC.
1-1 2"
p
CONCRETE Vc = 3000 PSI MIN.
C-90 GROUT FILLED BLOCK Vm = 2000 PSI MIN.
1-1/4" X 2-1/2" X 14 GA
CONT. STEEL ANGLE
12 GA. GALV. STEEL
FLAT BRACKETS f3" LONG
AT 12" O.C. IN DOOR OPNG.
AT 18" O.C. ABOVE DOOR OPNG.
CONNECTED TO CONT. ANGLE
W/ (3) SPOT WELDS AT EACH SIDE
EDGE DIST.
1-1/2"
2-1/8" X 1" X 14 GA.
GALV. STEEL TRACK
FASTENED TO TRACK PLATES
W/ (2) 1/4-20X5/8" TRUSS HD.
SLOTTED M.S. & LOCK NUT
CONTINUOUS ANGLE TRACK
TO CONCRETE AND FILLED BLOCK
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DOOR PANEL
24 GA. (.024) STEEL MIN.
7/16" DIA. WASHER
O \1
#8 X 3/4" SMS
® 3/8- FROM ENDS
AND 7" O.C. MAX.
(4) #8 X 3/4" SMS
@ 1-3/8" FROM ENDS
AND 6-1/2" O.C. MAX.
.175 X .062 DEEP
GROOVE
1/4" POLYCARBONATE LEXAN
BY 'SABIC INNOVATIVE PLASTICS'
NOA #15-0915.08
.175 X .062 DEEP
GROOVE
(4) #8 X 3/4" SMS
® 1-3/8" FROM ENDS
AND 6-1/2" O.C. MAX.
#8 X 3/4" SMS
® 3/8" FROM ENDS
AND 7" O.C. MAX.
7/16" DIA. WASHER
DOOR PANEL
24 GA. (.024) STEEL MIN.
i
* PLASTIC COMPLIES WITH
CHAPTER 26 OF FBC
SEE EVIDENCE PAGE
INSIDE ELEVATION
RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS PRODUCf&EVISM
� a+rl•g r itb the Fvwi
WINDOW LITES CAN BE IN ANY LOCATION IN DOOR SECTION beAingC'Wa
#8 X 3/4" SMS O A epfaacc NG '-' O "/
® 3/8" FROM ENDS .175 X .062 DEEP
AND 4-1/2" O.C. MAX.] GROOVE _ \
DOOR PANEL
24 GA. (.024) STEEL MIN.
15/16" MIN.
019Pi•]2A591111a
EXTERIOR
D.L. OPG.
0592
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02-21