HomeMy WebLinkAboutNOA; Steel Rool-Up Garage Door up to 22' wide with Operational SlatsMIAMI•D1ADE r27
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DEPARTMENT OF REGULATORY AND ECONOMIC RE OUACY—Ug.
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE(NOA)
MIAM-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
a V Miami, Florida 33175-2474
T (786 315-2590 T (786) 315-2599
DAB,Door Company, Inc. I ST. Lucie Count Perrnlft n
12195 NW 98'h Avenue . y' `�
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 biulding 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: Steel RoWup Garage Door up to 221-0" Wide with Optional Insulated Slats
APPROVAL DOCUMENT: Drawing No. 08-11 Rev C, titled "Rolling Type Garage Door", sheets 1
through 4 of 4, dated 12/26/2008 and last revised on OCT 11, 2017, prepared by Al-Farooq Corporation,
signed and sealed by Javad Ahmad, 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 # 17-1018.10 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 L Chanda, P.E.
RVOE�[�® FOR
NOA No.19-0516.03
ML4MP wecourrrr �1� Expiration Date: November 04, 2024
• • CODE COMPLIANCE Approval Date: June 20, 2019
1510 ST. L�,WE COUNTY
t� Page 1
BOCC
DAB Door Company, Inc.,
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. Evidence submitted in previous. files
A. DRAWINGS
1. Drawing No. 08-11, titled "Rolling Type Garage Door"; sheets.l through 4 of 4, dated
12/26/2008, with revision B dated 07/29/2014, prepared by Al-Farooq Corporation,
signed and sealed by Javad Ahmad,.P.E.
B. TESTS "Submitted under NOA # 09-0916.01"
1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
2) Forced Entry Test, per SFBC 3603.2,
Along with marked -up drawings and installation diagram of Flat Slat Rolling Doors,
prepared by Hurricane Engineering & Testing, Inc., Test Report No. BETI-08-2221,
dated 12/11/2008, signed and sealed by Candido F. Font, P.E.
2. Test reports on 1) Large Missile Impact Test per FBC, TAS 201-94
2) Cyclic Wind Pressure Loading per FBC, TAS 203-94
Along with marked -up drawings and installation diagram of Flat Slat Rolling Doors,
prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2222,
dated 12/11/2008, signed and sealed by Candido F. Font, P.E.
3. Test report on Tensile Test of 22 Gage Galvanized Steel per ASTM E 8-01, prepared
by Hurricane Engineering & Testing, Inc, Test Report No. BETI-08-T176, dated on
12/16/2009, signed and sealed by Candido F. Font, P.E.
C. CALCULATIONS
1. Structural and anchor calculations prepared by Al-Farooq Corporation, dated
07/28/2014, signed. and sealed by Javad Ahmad, P.E.
"Submitted under NOA # 09-091601"
2. Calculations of Series 22' Rolling Steel Door, prepared by Al-Farooq Corporation, dated
07/24/2009, signed and sealed by Arshad Viqar, P.E.
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER)
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No.14-0311.08, issued to Insulfoam, LLC, for their
I.nsulfoam Expanded Polystyrene Insulation, approved on 08/14/2014 and expiring on
11 /29/2017.
2. 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.
3. 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.
4. 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. 14-� `. Ll
haq L Chanda, P.E.
Product Control Unit Supervisor
NOA No.19-0516.03
Expiration Date: November 04, 2024
Approval Date: June 20, 2019
E -1
DAB Door Company, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of code conformance to the 5 h edition (2014) FBC and no financial
interest issued by Al-Farooq Corporation, dated 07/25/2014, signed and sealed by Javad
Ahmad, P.E.
2. Evidence submitted in previous Me#17-1018.10
A. DRAWINGS
1. Drawing No. 08-11 Rev C, titled "Rolling Type Garage Door", sheets 1 through 4 of 4, dated
12/26/2008 and last revised on OCT 11, 2017, 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. 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.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.
F. STATEMENTS
1. Statement letter of conformance to FBC 2014 (5th Edition) and FBC 2017 (01 Edition),
prepared by Al Farooq Corporation, dated 10/11/17, signed and sealed by Javad Ahmad, P.E.
G. OTHER
1. This NOA revises NOA #14-0814.06, expiring 11/04/19.
3. New Evidence submitted.
A. DRAWINGS
1. Drawing No. 08-11 Rev C, titled "Rolling Type Garage Door", sheets 1 through 4 of 4, dated
12/26/2008 and last revised on OCT l 1., 2017, 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. Test
1. None.
Ishaq I. Chanda, P.E.
Product Control Unit Supervisor
NOA No.19-0516.03
Expiration Date: November 04, 2024
Approval Date: June 20, 2019
E -2
DAB Door Company, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
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. 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 -CI 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.
F. STATEMENTS (submitted under file # 17-1018.10)
1. Statement letter of conformance to FBC 2014 (5th Edition) and FBC 2017 (6ei Edition),
prepared by Al Farooq Corporation, dated 10/11/17, signed and sealed by Jayad Ahmad, P.E.
G. OTHER
1. This NOA renews NOA #17-1018.10, expiring I VO4/24.
14�tn 1. U4&4A--
Isha4 I. Chanda, P.E.
Product Control Unit Supervisor
NOA No. 19-0516.63 .
Expiration Date: November 04, '2024
Approval Date: June 20, 2019
E -3
22 GA. COLD FORMED STEEL (/STM A657)
MIN. YIELD STRENGTH OF 50000 PSI
GALVANIZED ACCORDING TO ASTd A-525
'WRTF{ A COATING DESIGNATION OF G-90
EXTERIOR AND INTERIOR
.615
2.430
2*
INSULATED SIAT COVER
24 GA COLD FORMED STEEL
NQ
O
o
.188
.687
�I{
F-3A00�
WIND LOCK 'A'
HOT ROLLED STEEL ANGLE
0
� 0
2162
2.375
.7j .100
WIrJD LOd( 'B'
14 Gl COLD FORMED GAL]V. SEED.
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I
-— - — - — - — - — - — - — - — -— - — - — - — - -- -- — --- -- — -- - — - — - — -
DRUM ASSEMBLY
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,
1
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8
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L—A
MAX DOOR WIDTH 22'-0'
DOOR ELEVATION
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GENERAL NOES
L THIS PRODUCT HAS.BEEN DESIGNED AND TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE 2014 (STH EDITION)/2017 (6TH EDITION) FLORIDA
BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (TDMZ).
2. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS.
ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL
DRESSING OR STUCCO. '
9. GUIDE AND WALL ANGLES SHALL CONFORM TO AMU A-36.
4. ALL BOLTS, NUTS AND WASHERS SHALL BE ZINC RATED CARBON MEL
5i ANCHORING OR LOADING CONDITIONS OILIER THAN THOSE SHOWN IN
THESE DErAIIS ARE NOT PART OF THIS APPROVAL
A AND SHALL B1E/4- THICK ENGAAGED DUTR"IIdGS INSTALLED
AT WINDS.
END BO'iTOM,
7. ALL WILDING TO CONFORM TO AWS LATEST REGULATIONS AND F.B.C.
USE E70XX ELECTRODES AND 3/16' FILLET SM
MAXIMUM DESIGN LOAD RATING = + 60.0 PSF
(FOR SIZES SHOWN OR SMALLER) — 60.0 PSF
THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT
TE OF •'T(/
(a4,V
� q
i
n g
S
drawing no.
08-11
Nimissill LIN
WIND LOC
AT BOTTOM
AND EVERY OTHER
11/4�' DLI
SE3NI-TUBULAR
STEEL 2/RIVETS
LO K WMD LOCK DETAIL
'A`
ILAT
WO
OPTIONAL INSULATIONS 22 GA.
RY 'DYPI AST PRODUCTS LLC' 22 Gk RIPPED FAT SLAT
ISO-25 POLY-ISOCYANURATE RIPPED FLAT SLAT
DENSITY - 20 PCF
NAA. f 18-1108.04
OR 2' X 3/16'
AA7ERIG' 2' X 3/18' STEEL BAR GONT.
BY 'CELLOFO.0 N PCF
DENSITY o 1.03� PCF SIEEI7.. BAR CONT• SLIDE LOCK
A. +78-•1203.04 BY 'ROP•
OR 3/8' X 1' GWRIAGE BOLT
r1Y 9Nan cn►u a G' 2) 7/4' X 2'.
Df]N50Y 0.92 PCF CE BOLT
N.O k /17-0221.08 O 3'.OA
ir
2' X 2' X 1 8-
STEEL ANGLE/
8' LONG AT EACH END
1 '
SLAT COVER
'
WEATHERSIWPPINO
WEATHERSTRIPPING
n wpylq with The fb"
bodfag cow
INSULATED SLAT DETAIL END BRACKET DETAIL AcsepumseWuTi' lb BOTTOM BAR DETAIL
(OPTIONAL) > iN1l IIh4
• . SECTION A
SCALE 1/4' - T'
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sueaC.aeExplmd-
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MRaiaRChrILM• i \� drawing no.
"�s�:•• �oLG.
08-11
WA. SS KWIK SOLT 3 EXPANSION ANCHORS
'Z' GUIDE ANCHOR SPACING - INCHES
'
MAXIMUM
DOOR WIDTH
MINIMUM
ANCHOR
EMBEDMENT
INTO 3000
PSI CONIC,
INTO 4000
PSI CONC.
LOADS UPTO
50 PSF
LDA IS UPTO
60 PSF
OADS UPTO
SO PSF
LOADS UPTO
00 PSF
UPTO 14 FT.
4
10
1 . 10
10
10
18 FT.
22 FT.
5.5.
10
10
10
10
10
7
f0
B
Ill.. n 6 1/2' MIN. a 4
I 1' X 1/2' WINOLOCK BAR
7,1,0 k
[2' X 3' X 3/111'
n STEEL ANGLE
1 • a 3/16' X 2' LONG WELDS
' 7/8� AT EACH END
AND 10' O.C. MAX, .
3/16' X 2' WELDS
(GROUND SQUARE)
AT 5' FROM EACH END
AND 10' O.C. MAX.
EXISTING
EXTERIOR OR INTERIOR
GUIDE DETAIL 1/2' X 3/16' WINDLDCK BAR
CONC, WALL
CHART 'A'
MAXIMUM
DOOR WIDTH
SLIP
INCHES
UPTO 14 FT.
1 2
18Fr.
s8
22 FT.
3 4
L MACHINE DOLTS (AStM A449)
IN 1/4' MIN. STEEL
MAXIMUM
DOOR WIDTH
ANCHOR
UPTO 40 PSF
SPACING -INCHES
UPTO 50 PSF
UPTO 60 PSF
UFTO 14 FT.
10
10
10
16 FT. -
10
1 10
1 BS
22 FT.
1 10
1 8
1 6.5
WEIR OPTION:
GUIDE ANGLE SECURED TO
MIN. 1/4' THXXK STEEL. STRUCTURE
WITH 3/1 S' WF]DS
AT 5' FROM BOTTOM AND IV O.C,
SEE SCH. FOR WELD LENCTS
\ 2' X 1-1/2' HEX HEAD BOLT
WASHER AND FLANGED NUT
AT 4' FROM BOTTOM R 10' O.C.
AT r D.C. AT TOP OF TRACK
'E' GUIDE DETAILADDmowL
STEEL STRUCTURE
3-1/2' X 3-1/2' X 1/4'
SSfTEEl�1 ANGLE
/RODi1C f fiEY[S�
PRODUCTKNEWED narl4j.,w"Mbrd&
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9
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GUIDE DETAILS CAN BE USED
IN ANY COMBINATIONS. `
SUPPORTING STRUCTURE MUST BE OEMGNED TO SUPPORT
SHEARTENSIONJAMEL-
AT &TENSION
QQIIIo
FOR OAF SHEARES
SEE SCHEDULE
ARCH./ENOP VERIFY ADEQUACY OF
```Lt111111
TO SUPPORTING STRUCTURE.'III
FORCES ON
GUID
MlOOMUM
DOOR WIDTHr4831
40 PSF
50 PSF
60
PSF
SHEAR
SIGN
SHEAR
PTO 14 FT.
367 1363
440
1702
16 FT:
467.11
560
2418
22 FT.
567 2538
680
3043
drawing no.
9`_�� 08-11.
'Z' GUIDE DETAIL
STEEL STRUCTURE
V
�
W
q
S/8' DLl SS KMX BOLT 3 EXPANSION ANCHOR
'E'
J a
GUIDE ANCHOR SPACING - INCHES
O A
MINIMUM INTO 3000 PSI CONC. I- INTO 4000 PSI CONO.
MAXIMUM
DOOR W@TH
ANCHOR
_EMDEDMENT
LOADS UPTO
40 PSF
LOADS UPTO LOADS UPTO
50 PSF 60 PSf
LOADS UPTO
40 PSF.
04DS UFTO
50 PSP
MDS UPrO
60 PSF
p
UPTO 14 FT.
18 FT.
55'
10
10
10 1 10
8 8.5
1 10
10
1 10
9
10,_
8.5
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22 Fr.
7.5
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Y O.C. AT TOP OF TRACK
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