HomeMy WebLinkAboutNotice of AcceptanceMI DARE
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DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RIST, LU C i E181 1175-2474
HOARD AND CODE ADMINISTRATION DIVISION
5 90 F (786) 315 2599
NOTICE OF ACCEPTANCE ('NOA)
amidade.aov/econumy
DAB Door Company, Inc.
12195 NW 98' Avenue
Hialeah Gardens, FL 33018
SCOPE: �Mcape >Sis This NOA is being issued under the applicable rules and regulations governing the a $fip en .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 +36.0, -44.0 PSF)
APPROVAL DOCUMENT: 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 Abroad, 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 maybe 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.
MIAM141ADE COUMY
NOA No.17-1018.12
Expiration Date: July 21, 2020
Approval Date: December 14, 2017
Page 1
DAB Door Company, 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 1 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 Abroad, P.E.
Ishaq L 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 Company, 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/I 1/2017.
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 02124/2016.
"Submitted under NOA # 05-0228.02"
6. Test Report on Accelerated Weathering Using Xenon Arc 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 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 "Submitted underNOA # 14-0814.10"
1. Statement letter of code conformance to the 5'h 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-Cl Polyisocyanurate Insulation, expiring on 01/11/2022.
3. Notice of Acceptance No. 15-1203.04, issued to Cello£oam 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 (511, Edition) and FBC 2017 (61h Edition),
prepared by Al Farooq Corporation, dated 10105/17, signed and sealed by Javad Ahmad,
P.E.
F. OTHER
1. This NOA revises NOA 915-0304.01, expiring 07/21/20.
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
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WmIdR DElRON SLEEVE (SID.)
0 7-1/2' X 3• X .071' G11V. SIEB-
I
EMl ROLLER MINCE
W/ (6) /14 % 5/0' SIAS
WIUKIUT DELtUN sLFE.VVE (Sm.)
O WITH DELRON SIEEVE (OPDONN.)
-1/2' X 2-1/4' X .021'
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7'-9'
4 SECDds IV
1 SRTON 21'
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3 SECWIS 1W
2 SECDONS 21'
B'-3'
2 SEYDONS 1B'
3 SECDON3 21'
1 SECTON IV
4 S£CI101G 21'
Ip
S —.m. 21'
9'
a sFLIgN9 IF
-
9'-J'
5 SFCDOS IV
1 SECIIaN 21-
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4 SECTORS W
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3 SOCOO. 18'
3 SECDONS 21-
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2 SECIN)NS IF
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1 SRTOK IB•
3 YXTpS 21•
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6 SEGOS 21-
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B SEXTONS 21'
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T SECTORS 21'
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B smI10NS 11'
-
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B sSCIgNs 18'
J SECiGx. m'
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S SECDON9 1B'
4 SmID16 21'
14'-e'
4 sFLDOts 1B'
6 SECTIONS 21'
1s•
6 SFLTO— 1e•
6 sFCIgHs 21'
15'-3'
2 SECTORS 1B'
2 SEBIpNs 21'
15'-6'
1 SECTION 18'
a SECTIONS 21'
1W-9'
0 SECTORS 21'
-
16'
0 sm00NS IV
4 SECDOS 21'
REG"RUNG
CENTER
NUE opFI%IURE 5-1/2' % 2-3/4' X 0.1'
STEEL PIATE WiiH ONE 5/10-18 YS W/ NUT
OF'RONPL DOOR NEWER
FASIENm TO ENO SRIE WITH
SEE /14 X 3/4' SEIF OROLNC SCR[NS
SEE SHEET J f9R TOP OMCKET OPTIONS
CENTER SDIES
TO BE WSiP11ED AT
ANY CENTER SIIlE7
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RAISED PANEL EMBOSSED DOOR
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ENGAGES IN TWO:
ON EACH SIDE OF DOOR
OUTSIDE NEVFD I OCK CEMm nm
OPTIONAL
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SPRING LOADED SHOE BOLT
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DAB BOORS INC.
Hurricane Master® Model 824/8,1
Max. Six. 16'-2' X 16'-0' High
With WDdm Lite Oplion
DESIGN PRESSURE RATING = + 36.0 PSF
- 44.0 PSF
SCHmULE 'A'
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s-o• W9'-l0' z
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1. TIs PRODUCT WS BEEN OMCNm AND TESTED TO COMPLY WON THE
MOMENTS OF THE 2014 (3TN EDRON)/201) (SON mmo'Q FLDROA
BV.=G CODE PICWOINC NOR VELd21Y HLRWWIE ZONE (NMZ),
2. ANCHORS SR BE CORROSION REStSii". SPICED M SM. ON DETNLS
AND PoRALLID PER YµUFS WSIRICTONS. SF61Rm EY8m uxI- LU BASE
WIERYL SHML BE BEIDND WNL DRESSING OR STUCCO.
3. A LON WMTdI INCREASE 6 USm M DESIGN OF ANGICRB Mm WIND ONLY.
4. WhTWS MCIUDING BUf NOT YYOm m STfNYEFK SCiSY3. TINT
COME INTO CONTOCF WITH OTHER DIS caw WLFAWS SINLL Mum WE
REOUWEYENTS OF THE 2014/2017 FL01M00. B=. MOE h IDOPRO SUNDMDS
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FORA 511E FEC PR % I.e. IIfE SILTY OF THIS PROOUR, mmum
OF STRUCM2E RECENING IHs PNODIKT AND SFNAG IRWND OPWINS FOR
WATER NMLTMTFJN REBhTNICE M.
COMMONS NOT SHOWN IN TINS OMWINO ARE m BE M WDD SE,x MY,
AND TO BE RENLWm BY BLVI'ANG dTMUL
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END ROLLER HWGE
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WDN 1-1/4' EMBED INTO MASONRY)
-TOpSIE ROLLERww ON E/8' S9JLS.
3 PER BRACKET
W/ -
-
14 GL CAV. STEEL AUUSTAIIE
SNIDE FASTENED TO BPCKE
2-1 2 X h1
/ /4' % 13 G0. STEEL PUTES
%W/ 5/16-IB % 3/C HE( 161D _
LL SCREWS
MMD TO 1-1/2' X 1-1/2' X 14 G A'G1E
FASTENED TO TRACK
/ A NM.
TOP IMACIQT
WRH (4) 1/4-20 SS BOLT k NUNS
• (STAfNAEm) TOP BWLIGT
OP p
Low HEN D00
HOUONIA RFNFORCEYENf
1/2' X 1-3 4- X .058' FORKED SIFEL
"GLUED TO PAVE1 AN FlSIENED i0
IiRDOt SmES IMIN
(2) 3/16' POP RNEIS
2" X 5-1/2' X .10a'
GALV. STEEL
FASTENED w/ OJ 1a X 5/8' SAS.
i0 MFA BR4CHET FOR
Low HE DROOM Dom OPRDNFFT
MFENNC RIB
0
CpI1d1AL NSULLlI0N5:
M YIWI.IT PGIIoDLTs 110
LSO-25 PoLT-ISCCYANRAIE
DFNGIT - 2.0 PCF
KOA /19-11oa 4
DENSRY - M92 PCF
NOA /17-0221.06
14 G4 O&V. S1EFl.
ED�% 1457
HINGES 'SB SNS
MR. .024' R FORMED STEEL PANEL
DRAMNG OIDNY G-40
MIN. YIELD SIRENGN v 39 MI
WRH PAMER AND BV(ED-ON
KLYSIER PANTED TOP COAT
APPLIED TO BOTH! GOES OF 7EEL
12 GA GYV. BIEFL
WBOTTO If18 X 5 ' EMS
OROM SEAL OPRmi
SECTION A -A
SEE SHEET 2 FOR LOCATION
OF REINFORGNG TRUSSES
WK SID
OD. ON
FT. IN I
A
A — J
GA WV. STEEL TRACK
1-1/2' X 1/2' X 1/9' NORM
FOR DOOR HDCMS Um
WIHOUT IILSIRABON OR MI
VEROCU.
2-1/8' X I' X
OR WINDOW
Z m
-1/2' APART
9 AT 9' O.C.
F
UCKLT .ANGLE
BCIT & NOT
a S
T GUIDE WIN
BW A NUT
d TTTG�Cuuuu
C
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SECTION A -A
GE
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26 zo=
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DOOR
c SECIION MGM
BRACKET PIAOEMENIS
HELM
ISI7j2NDj3RDj4THj57Hj
BI
1 82
1 BS
1 04
1 BS
1 BB
1 B] 1 BE
8'-O'
IS'
1B'
IS'
18'
N/A
1' TO 2'
11-3/4'
21'
34"
4S
56'
6T -
W-6"
21'
IS'
18"
21'
N/A1'
TO 2'
11-J 4'
23•
34'
45'
56'
6]'
7'-0'
21'
21"
21'
21'
N/Ai'
TO 2'
11-3/4'
23'
3P
45'
56'
6)' -
]'-6"
18'
18'
18'
IB'
18'
1' i0 2'
It-3/4'
y'
34'
45'
S6'
6')' 78-1/4'
8'-0'
21'
18'
18'
18'
21'
1' TO 2'
11-3/4'
23'
34'
1 49
56'
6]' 78-VV
1
•-SECTIONS
ARE NUMBERED
STARTING
AT THE BOTTOM
M1 0
FOR DOORS MORE THAN 8 FT. HIGH. USE ADDITIONAL TRACK BRACKETS AT 10' O.C.
e
T j
F
MTO�OMX �Ne fioritA
�j
ya
TRACK BPACKEIS.090'
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STANDARD LIFT LOW HEADROOM
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OPTIONS
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25Y
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M01
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. END m I wWD_/ I' 1 \ �AN0 15' Ir OM'OM mm O.C. MAX
OPTION 'A' \'�/ OPTION I L/
WOOD RUCK CONNECTION TO WOOD SUBSTRATE (WOOD SPECIRC GRAVIII SG--045 MIN.)
WE WSTI TION MEMODS SHOWN ABO4E SHOWS a6 SIP MOOD DUCK ATIACTIMEM
TO WOOD BIRUCNRES IF THESE MEMOOS PRE FOMONED NO ADDDIONAL CLLCULADONS/MIGN
W BE REWIRED FOR DESIGN OF GAiAC£ DOOR ANCHORAGE
FOR DOOR REDIACEMEM MPUCAMNS WITH NO MINER OF RECORD, IISTA MIN NAY BE
YERIRE➢ AND MPROVED BY THE BULLDWG OfE1C+Pl. UPON MSPEBIION.
5/16' % 1-5/8'
LAG SCREV5
AT IV DC.
WOOD SUCK CONNECTION TOM MASON (.°.'
PRESSURE TREATED 2%8 SYP WDOO .VNBS WHICH SWME BE ANCHORED TO
GROUTED REINFORCED MASONRY STOCK WNE OR CONC. COfNMN W11H
1/4• ULTRACON BY -Et-CO- WISP SPACING OF
12• D.C. IWO GROUT FlL111 BLOCK WALL, WRH 2-1/4' MIN. EMBED
13. O.C. IWO moo P51 CONCRETE MIM 1-3/4• NW. waEO
2-1/2• MIN. EDGE DISTANCE
1/4' TAPPER BY POW FRS' WITH SPACING OF
11. O.C.INTO GROUT n EO BLOCKWRH 1-1/2' MIN. EMBED
T
13. O.C. INTO MOO PSI CONCRETE WDN 1-3/a' MIN. EMBED1/
Y MIN. EDGE DISTANCE
3/8' CONE W'ELCO' OR
AT
J/8' LOT BY 7W WITH SPACING OF
25' O.G OHO 3000 PS CONCRETE WRH 2-1/2' MIN. EMBED
3' MIN. EDGE DISTANCE COMB
IO Ue� F CKK
3/8' HLC SLEEVE BY 'RW WITH SPACING OF TO WOOD
RINK
10' O.C. INTO GROUT FRIED BLOCK WALL WITH 1-1/4' MIN. EMBED. 4' MIN. EDGE DST.
15' O.C. INTO 30p0 PS CONCRETE MTIH 1-1/4' MR. EMBED MID
2-1/2' MR. EDGE DORMCE
PREPARATION OF JAMRS BY OTHERS
FOR NEW COINSTRUCNON ENGINEER OF RECORD OR ARCHITECT TO VERIFY
0➢EOlUO1' OF SUPPORTING STRUCNEE TO SUPPORT L IMPOSED
BY DOOR SYSTEM.
FOR DOOR REPIACENOW IN RETROFIT BNIOWGS WITH NO ENGINEER OF
RECORD, DOOR INSTA TICN MAY BE REWEWED AND APPROVED BY
BUDDING OFFICIAL UPON INSPECT .
MAXIMUM EMEMOR(+) LDM PER .MMB � (16.16' % 62 PSF)/2 - 291 Us Pa M
MASIMUM INTERIOR(-) LOAD PER NAME - (ISAW X M PM/2 - 3555 Us Per R.
_
2' % 1-J/4' % .058'
AHED STEEL
BB%1'
SE1F ORIWNG SCRIMi
OR
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AT 48" O.C.
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3-3 4'
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1-1.2
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B'
SUPPORT THE LDADS IWMSEO
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] B PEEK-IdE eY 9YP90N5 CUNF
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B'
3•
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PA MN
/
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CONT.4'�LL2-1 2' X 14 GA 1-Vx'
12 G CALV. STEEL
PAT DRAC10'OS i]' LONO
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AT 12' O.C. IN DOOR OFND
CALV. STEEL TRACK
AT IW O.C. M(M DOOR OPNG.
FI� F(ENC�ED//TO TRIL/K RATES
CONNECRD TO COOT, ACU:
NO.
14S
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CONMNUOUI
M CONCRETE
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AND Fl l[T�MOCK
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24 G
*.PLAsnC COMPLIES WITH
CHAPTER 26 OF FBC
SEE EVIDENCE PACE Z -. wm$d $$o
ig
1.)03 1.T15 Q S
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21 3/4-I O.g2
wow. WImH .1J6 — O 6 n o
y • EXTERIOR FRAME * INTERIOR FRAME O
3 j 151/6' NGID PVC ONE PIECE NJECDON RIGID PVC ONE PIECE INJECTION LL �� A
n p' D.EO. 00 C
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INSIDE ELEVATION O N @
RAISED PANEL EMBOSSED DOOR WITH PTlCNAL WINDOWS /WOOOCDpI bilk a
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WINDOW LfTES CAN BE N ANY LOCATION IN DOOR SECTION b14p OoN
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