HomeMy WebLinkAboutNOASCANNED
BY
$t. Lucie County
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DMSION
NOTICE OF ACCEPTANCE (NOA)
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
Miami, Florida 33175-2474
T (78b) 315-2590 F (786) 315-2599
www.miamidade.gov/economv
DAB Door Company, Inc:
12195 NS4-98'Avenue
Eraleah 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,
Life Option (DP +50.0, -60.0
APPROVAL DOCUMENT: Drawing No. 01-09 REV L, titled "Sectional Garage Door", sheets 1 through
5 of 5, dated 02/01/2001 and last revised on OCT 05, 2017, 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
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 # 16-0330.02 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 I. Chanda, P.E.
NOA No: 171018.13'
Expiration Date: August,9. 2021
Approval Date: December 14, 2617
- :-Pagel
DAB Door Company, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBAIITTED
1. Evidence submitted in previous files
A. DRAWINGS
1. Drawing No. 01-09, titled "Sectional Garage Door", sheets 1 through 5 of 5, dated
02/01/2001, with last revision K dated 03/21/2016, prepared by Al-Farooq Corporation,
signed and sealed by Javad Ahmad, P.E.
B. TESTS "Submitted under NOA # 09-0128.04"
1. Test reports on,l) 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 2411 3.2.1, TAS 202-94
along with marked -up drawings and installation diagram of a DAB 824 24 GA
Sectional Garage Door with Fred Windows, prepared by Hurricane Engineering &
Testing, Inc, Test Reports No. HETI-08-2149A/B, dated 06/27/2008, signed and
sealed by Candido F. Font, P.E.
"Submitted under NOA # 09-0128.04"
2. Test report of Tensile Test per ASTM E 8, Report No. HETI 08-T182, prepared by
Hurricane Engineering & Testing, Inc., dated 12/23/2008, signed and sealed by
Candido F. Font, P.E.
"Submitted under NOA # 01-0516.03"
3. Test report of large missile impact test per PA 201 and cyclic wind pressure test per
PA 203 on "Sectional Residential Garage Door", prepared by Hurricane Engineering
& Testing, Inc., Report No. HETI 01-974A, dated 01/29/2001, signed and sealed by
Hector M. Medina, P.E.
4. Test report of Uniform Static Air Pressure Test per PA 202 and Force Entry
Resistance Test on "Sectional Residential Garage Door", prepared by Hurricane
Engineering & Testing, Inc., Report No. HETI 01-969, dated 01/18/2001, signed and
sealed by Hector M. Medina, P.E.
5. 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.
1s;,[ \ .
haq I. Chanda, P.E.
Product Control Examiner
NOA No.17-1018.13
Expiration Date: August 9, 2021
Approval Date: December 14, 2017
E-1
DAB Door Company, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBAI=D
C. CALCULATIONS "Submitted under NOA # I4-0814.04"
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.
"Submitted under NOA # 09-0128.04"
2. 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.
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 Plastics, for their Lexan
Polycarbonate Sheet Products, approved on 12/10/2015 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 01111/2017.
4. Notice of Acceptance No. 11-0926.06, issued to Dyplast Products, LLC, for their
Dyplast ISO-C1 Polyisocyanurate Insulation, approved on 11/1012011 and expiring on
01/11/2017.
5. Notice of Acceptance No. 15-1203.04, issued to Cellofoam North America Inc, for
their Expanded Polystyrene Block Insulation, approved on 03/17/2016 and
expiring on 02/24/2021.
"Submitted under NOA # 05-0228.02"
6. Test Report on Accelerated Weathering Using Xenon Arc Light Apparatus Test per
ASTM G 155 of "PVC Extrusion Material', prepared by Hurricane Engineering &
Testing, Inc., Report No. BETI 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 Bum 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
1. Statement letter of code conformance to the 51 edition (2014) FBC and of no financial interest
issued by Al-Farooq Corporation, dated 03/21/2016, signed and sealed by Javad Ahmad, P.E.
Isbaq L Chanda, P.E.
Product Control Examiner
NOA No.17-1018.13
Expiration Date: August 9, 2021
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. 01-09 REV L, titled "Sectional Garage Door", sheets 1 through 5 of 5, dated
02/01/2001 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. STATENIENTS
1. Statement letter of conformance to FBC 2014 (5` Edition) and IFBC 20.17'(616 Edition),
prepared by Al Farooq Corporation, dated 10/05/17, signed and sealed by Java Ahma
P.E.
F. OTHER
1. This NOA revises NOA # 16-0330.02, expiring 08/09/21
ke,L!j 1. t� G "-L-
Ishaq L Chanda, P.E.
Product Control Examiner
NOA No. 17-1018.13
Expiration Date: August 9, 2021
Approval Date: December 14, 2017
E -3
DOgi HEIGHT'
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7 SECTIONS 21'
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0 SEGBI 21'
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1 SECM'S 11'
7-1/2' X 3• x .071' MY. MEL TOP P1 5-1/2' X 2-3/4' X 0.1•
EN ROLIER HINGE STEEL PUTS WITH ONE 5/I6-18 MS W/ NUT
W/ (6) 014 X 5/8• SINS FASTENED TO END SRLE WITH OPTONAL DOOR NEWER
waouI DTEAON S`LEm (SN.) I� 0 ® (fi) /If % 3/1' SFlf DRIWNG SCREWS TO BE IS TUB AT
NaL) TO EMISI E
WITH DEUION SLEEVE (OPIIO E CEMEN ��
® 1
I
M I
® W (4)) 14 X 5/5-SASE
WITH DDRON SLEEVE (OPTIONAL)
DOOR
—1' W x .l5' THK. UTCH
D LOCK
LOADED RIDE BOLT (BOTH SIDES)
0 W/ (4) 114 X 1/2' S.M.S.
N. LOCI ENOACELHNT
AS TO SECTION 1008 REGARDING I
e' X 3' X 0.1'
STEEL PLATE —
WITH (2) 114 X 5/8• SINS
BRACKET
STD. LIFT DOOR
7M
CEJBER SMILE WITH
OUTSIDE
HANDLE END STILE
LOCK W GUD)ES
INSTALLED ON ENO BIBLE
WITH (4) 114 X 5/e' SNS
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BRACKUHEADROOM INSIDE ELEVATION
Dan DOORS INC.
LOW HEADROOM RAISED PANEL EMBOSSED DOOR
HVRIGane Master® Model 824/811
DOOR OPTION
Mall. Sze 9'-4' % 16'-0' High
X 3-1/e' X .010'
1µ % ]/4' SELF DRILLING SCREWS MAY BE USED
Wth Wi ndow lit. Option
'
11 4 z 3/4- sos
H UDI OF 114 X S/8' SAS
,DESIGN : PRESSURE.RATING _ + 50.0 PSF
GENERAL NOTES
- 60.0 SF
1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
DOOR 1E51FD W KKogMNtE wml THE T✓Eo11DiF31EH19 aF nnKmA
PEOUIREMENfS OF THE 2014 (sTH EODION)/2017 (61H FAHON) FLORIDA
BUILdNG COOE�TAs-202, TAs-201 c TAS- FOR MYRt IMD
BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVH2).
ASIN E1889-OS ATN E1996-D9.
2. ANCHORS SHALL BE CORROSION RESISDINT, SPACED AS SHOWN ON DETAILS
AND INSTALLED PER MANUES INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE
THIS PRODUCT IS RATED FCR LARGE MISSILE IMPACT
MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
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ENGAGES IN TRACK
'3. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.
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ON EACH S1DE OF DOOR
4. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT
COME WTO CONTACT WITH OHER DISSIMILAR MATERALS SHALL NEST THE
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REOIBRENENTS OF THE 2014/2017 FLORIDA BLOC. CODE k ADOPTED STANDARDS. i. � ==`I
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S. THIS PRODUCT APPROVAL IS GENERIC AD DOES NOT PROVIDE INFORMATON
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BRING�TERNATE TO LOADED S
IOGI(B HOAR AB�IDE BOLT
RE DO OF STRUCTURE ECEM G THIS PRODUCT POND SEAL N AROUND POENINGFOR
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WATER INFILTRATION RESISTANCE ETC.
CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY,
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6. MANUFACTURER'S LIBEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION
IN ACCORDANCE WITH SECTON 1709.9.3 OF FLOMDA BUILDING COOS
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UBEUNG TO COMPLY WITH SECTION 1709.9.2. �� C.Mn1
01111 MI "
FOR WNNECRON OF W900 BIIOL(
TO M NW SEE NOTE ON SHEEP 4
SOUTHERN PINE
OAS S.G . C FDC q5i•..
1.9' X 2.19' X 3.3' X .102'
STEEL TMCK BRACKETS
SEE SHEET 3 FOR SPACING
/ INSGIIFD ON
14 Gl X 2-1/8' X 1' (VANIV
12 GA X ]-5/10' X 1-1/2' I
FASTENED TO CK RATES
W/ 1/4-20 X 5/0' NUBS HD.
.024' STI- PANEL
ONSIDE OF 000
ACK BRACKET FA9IEINEO SOLID BRASS ODOR VIEWER
' Is MTH BY 'SCHIAGE SECURITY HARDWARE'
1-5/9' LAG SCREW INSTALLED IN 9/16' DA HOLES IN CENTER STILE
NR
B POSITIONED AT EYE LEVEL
OPRIONAL STOP MOULDING
Br DOOR WSTIL£R
_ 114 X 5/e' SMS 3/4' X 2'
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7-1/2' X .071' GAV. SIEELJ
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INTERIOR SIDE
7-1/2' X 3' X .DTILJ
ENO ROLLER HINGE
1.02' C0. X .50' STEEL ROU
1.02' DU. X 50' IMON ROLLERS
2.75' In& X .50' MLR. ROLLERS
2.75' DIA X .50' NYLON ROLLERS
24 Gi STEEL PANEL
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1-7/5' MIN. EDGE OISTM'CE
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1-5/8' MTN. EDGE OISTMCE WN CONCRETE
4' UN. EDGE CISRANCE IMO FILM BIT=
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CONCRETE Fe - 3000 PSI MIN.
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C-90 GRIM DLLRI BLOM Fm - 2000 PSI MIN.
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1 NOCYMaI
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PER BRACKET
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5-1/2" x 3' x AW
L
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N/ (6) / 14 X 5/8' SMS
TOP BPA u
LOW HGOR ON DOOR
OP K NLL)
5/16" X 1-5/B' M SCREM IWO WOOO OR
5/16' S ANCHORS
WITH 1-1/4EMBED INTO MASONRY)
3 PER BRACKET
2-1/2' X 4-1/4' X 13 GA STEEL MTES
WElOED TO 1-1/2' X 1-1/2' X 14 GA ANGLE
FASTENED TO TRACK
WITH (4) 1/4-20 SS BOLT & NUR
1
,t.., z' x 5-
FASTRIED W/ro(4)R 14
LOW HEADROOM
116" MEETING RIB
l A2' GA. x .50' M21M
-W/ .0 DR. x 4-1/4' STEM
OP RON4. OSUTATIONS:
150-25 POLY-ISOVANURATE
DEN91Y - 20 PCP
N.OA /I6-lIO%m
OR
DENSITY - IN PCF
HAA I15-1203.04
OR
DENSWf - 0.92 PCF
N.OA 1117-0221.06
14 GA GN.V. STEEL
ROLLER HIM FASTO2ED
N/ (4) 114 x 5/8• SNs
MIN..02V ROLL FORMED STEEL PANEL
DRAWING pDAlI1Y G-40
WN. vw SIRENGM . x m
WITH PRIMER AND WED -ON
POLYSIER PADREO TOP COAT
WFUED 10 BOTH SIDES OF SIFEL
12 GA CALV. STEEL
BOTTOM
11 /FAmsED
BOTTOM SEAL OPTIONS
GA GALV. SHTl TRACK
SPOT KEDtD TO NORM WRACK
CKET
WITH 1YI0 WF105 AT 1-1/2' APART
11�
FIRST AT ]' O.C.
�Y
REST AT 9' O.G
CONNECTED Ta Fl.eC BRACKET /NGIE
Z
% 3/8-16 X ]/4' BOLT k NUf
AND ro VAN li CUNE WIIX
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m
(2) 1/4-20 NDT
F F
VE m TRACK
$ M
2-1/8" X 1' X .080"
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6'-0'
1ST2ND3R04TH5TH
8'
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Bt
V TO 2'
91
11-]/4'
B3
23'
34
45
56
67
-
8'-6'
1"
/A
V TO 2'
TIN/P
0'
34'
45•
58'
67'
T-0'
MIS'
1•
N/APTO2'11-3/4'
2!"
!4'
49'
56'
57'7--6'
8'
18'
V TO 2'
11-3 4'
23'
34'
45'
58'
67'
7B-1/4'B'-0"
1B"
21'
P TO 2'
11-3/4'
23'
34'
45"
ISECIIONS PRE NUMBERED STARRNG AT THE BOTTOM
MR DOORS MORE MAN B R. HIGH, USE ADDITIONAL TRACK BRACKETS AT 10' O.C.
1.9' X 210' X 3.3• X A00" rPt'+p171%win OefWNW
STEO. \PACK BRPCKER AN, t7-tal .t3
2-3/16' HIGH pNeelr W&,g i
CONNECTED TD TRACK WITH
1/4' SOUS & NO1S I
p G.M
TRACK CONFIGURATION
VERTICAL LIFE HIGH LIFE STANDARD LIR LOW HEADROOM
DWSLE TRACK
AVAILABLE TRACK OPTIONS
I
��i
01-09
MIN.
WOOO I r �AIID 19�' O.CEDNAX. I WDOO
SELF
3/IB' 'RN
MULMRIF
1/2' )
1/4' OM. UG SCREWS
AT 0' FROM ENDS
AND 19' O.C. MA)L
fl
OPTION 'A' U OPTION 'BU
WOOD BUCK CONNECTION TO WOOD SUBSTRATE (WWD SPECIFIC GRAVITY SO-0.55 MIN.)
WE INSTALAIbN METHODS SNOW ABOVE SHOWS US SYP WOOD BUCK ATTACHMENE
M WOOD SIRUCIURM IF MOE METHODS ARE FIXLDWED NO ADOITIO A CALGIIIADONS/DEEGN
MILL BE 1 WKD TOR BORON OF GARAGE DOOR ANCHORAGE
FOR DOOR RE EMENF MPUMONS WIN NO ENGINEER OF RECORD. INSTAIIADON ANY BE
V nm AND MPRO.ID BY THE BUILDING OFFICIAL UPON INSPECTION.
5/16' %
LAO
AT
WOOD BUCK CONNECTION TO MASONRY
PRESSURE TRENTO) US51P WOOD JAMBS WNIOH sl LL BE ANCHORED TO
GROUTED REINFORCED MASONTY BLOCK WALL OR CONC. COLUMN WITH
1/4' UURACON BY'EI.W' WIN SPACNG OF
I6' O.C. PJTO GRCIIT RILE➢ BIOCI( WALL WIN 2-I/4' YIN. EASED
16. O.C. HTO WOO Ml CONCRETE, WITH 1-3/4' MINK. EMBED
2-1/2' MIN. EDGE ➢WAKE
1/4' TAPPER BY 'POWlOV WGH SPACING OF
14' O.C. RHO GROUP BLLEO BLOCK WALL WITH 1-1/2' MIN. EMBED
10' O.C. PTO ]000 PS CDNCRETE WRH 1-3 4 MIN. EMBED 1/16' %
3' ION. EDGE DISTANCE FILL
3/8' CONE BY 'ELCO' OR AT 12'
3/0' LOT BY 'RW WRH SPACING OF
24' O.0 BITO WOO PS CONCRETEE, MTH 2-1/2' MN. EASED
2' MIN. EDGE DWMCE CONTINUOUS ANCIF IRMC
3�0' NLC GIEEVE BY'MILD' WITH SPACNG OF M WOOD RUCK
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IS' O.C. ONTO woo PS CCNCPEIE. WITH 1-I/4' MUI. EMBED AND
2-1/2' MIN. EDGE DWMCE
PREPARATION OF JAMBS BY OTHERS
FOB NEW CONSTRUCRON ENGINEER OF RECORD OR ARCHITECT M VERIFY
ADEMMCY OF SUPPORNNG STRW:MRE TO SUPPORT LOADS IMPOSED
BY DOOR SYSTEM.
MR BOOR REPL•CEMENT IN RETROFIT BUIFDINO WITH NO ENGINEER OF
RECORD. BOOR WSTAIADON MAY BE REMETYED AND APPROVED BY
Bu6DING OSWM UPON INS =N.
MAOMUM E%1MBOR(1) L PER JAIB - (9.33' % 50 PSF)/2 - =3 Ida Del R.
MOCMUM DREROR(-) LOAD PER JAMB - (SZY % 0 PSF)/2 - 279.9 IAA nr R
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sheet 5 of 5
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