HomeMy WebLinkAboutRevisions RECEIVED
AUG 13 2018
MIAMI-RADE AUG
COUNTY
o ST. L UCle County, Permitting 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/economy
DAB Door Company,Inc. .FILE
12195 NW 98th Avenue Cu '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 produdt 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 up to 16'-2"w/
Window Lite Option(DP+27.0,-30.0 PSF)
APPROVAL DOCUMENT:Drawing No.03-06 Rev L,titled"Sectional Garage Door", dated 09/30/2003
and last revised on AUG 17,2017, sheets 1, 1.1,2 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.
AWSILE IMPACT RATING:Large and Small Missile Impact Resistant
LABELING:A permanent label with the manufacturer's naive 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 i
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#16-0330.03 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.
MIAM4pA®ur�rr NOA No.17-0919.12
Expiration Date:August 14,2021 1
Approval Date:December 14,2017
Page 1
�21k I
MEVISI%alm
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DAB Door Company,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. Evidence submitted in previous files
A. DRAWINGS
1. Drawing No. 03-06,titled"Sectional Garage Door", dated 09/30/2003,with last
revision K dated 03/21/2016,sheets 1 through 5 of 5, prepared by Al-Farooq
Corporation, signed and sealed by Javad Ahmad,P.E.
B. TESTS "Submitted under NDA # 08-1106.05"
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 203-94
4)Forced Entry Test,per FBC 24113.2.1 3 TAS 202-94
Along with marked-up drawings and installation diagram of DAB 824 24ga sectional
garage door,prepared by Hurricane Engineering& Testing,Inc., Test Report No.
HETI-08-2149A/B, dated 06/27/2008, signed and sealed by Candido F. Font, P.E.
".Submitted under NOA # 05-0915.12"
2. Test Report on Large Missile Impact Test per FBC,TAS 201 and Cyclic Wind
Pressure Test per FBC, TAS 203, of"Sectional Residential Door with Windows",
prepared by Hurricane Engineering&Testing Inc.,Report No. HETI 03-1348A,
dated 09/29/2003, signed and sealed by Rafael E. Droz-Seda,P.E.
3. Test Report on Uniform Static Air Pressure Test per FBC, TAS 202, of"Sectional
Residential Door"prepared by Hurricane Engineering&Testing Inc.,Report No.
HETI 03-1337A, dated 09/29/2003, signed and sealed by Rafael E. Droz-Seda,P.E.
4. Test Report on Tensile Test per ASTM E-8 of"Sectional Residential Door(skin)",
prepared by Hurricane Engineering&Testing Inc, Report No. HETI 03-T058, dated
10/31/2003, signed and sealed by Rafael E. Droz-Seda,P.E.
"Submitted under NOA #03-02.10.04"
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 10/28/2003,
signed by W. A. Jackson,P.E.
C. CALCULATIONS "Submitted under NOA #14-0814.07'
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.
Ishaq .Chanda,P.E.
Product Control Examiner
NOA No. 17-0919.12
Expiration Date:August 14,2021
Approval Date:December 14,2017
E-1
DAB Door Companv,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS (Cont.)
"Submitted under NOA#09-0324.06"
2. Anchor verification calculations prepared by Al-Farooq Corporation,complying with F.B.0
2007,dated 01/20/2009, 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. 15-0915.03, issued to SABIC Innovative PIastics,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 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. 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 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
1. Statement letter of code conformance to the 5ih edition(2014)FBC and no financial interest
issued by Al-Farooq Corporation,dated 03/21/2016,signed and sealed by Javad Ahmad,P.E.
Ish q I.Chanda,P.E.
Product Control Examiner
NOA No.17-0919.12
Expiration Date:August 14,2021
Approval Date:December 14,2017
E-2
I
1
DAB Door Company,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUB
2. New Evidence submitted.
A. DRAWINGS
1. Drawing No. 03-06 Rev L,titled "Sectional Garage Door", dated 09/30/2003 and last
revised on AUG 17, 2017, sheets 1, 1.1, 2 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. s
4. Notice of Acceptance No. 15-0915.08, issued to SABIC Innovative PIastics,for their Lexan Sheet
Products,expiring on 07/17/2018. a
e
E. STATEMENTS
1. Statement letter of confoima ace to FBC 2014 (5th Edition)and FBC 2017(Wh Edition),
prepared by Al Farooq Corporation, dated 08/17/17, signed and sealed by Javad Ahmad,
P.E.
i
F. OTHER
1. This NOA revises NOA#16-0330.03, expiring 08/14/21.
1
i
a
Isdaq I.Chanda,P.E.
Product Control Examiner i
NOA No.17-0919.12
Expiration Date:August 14,2021 i
Approval Date:December 14,2017
E-3
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SEE SHEET 2 FOR LOCATION
OF REINFORCING TRUSSES
3 ' REINFORCEMENT
ti4i
1/2'%1-J/a'X.OSB'/BXI.SELF DRIUM SCREWSB%1"1-1/2'MM. OR SELF MGWNG SCREWS z
3/16''RNR'SIIFFLL PoVEfS OR dULTIGRIP W/DOME HEM0
61/1.1� RNR DO EI.
AT se•o.c DOME HEADflDNFORCENEM GUY i/4'Dol LAG SCREWS 1/4'DIA.LAG SCREWS �' 4
WOOD I AT 6'FROM ENDS WOODDU AT V FROM ENDS
I AND 21'O.C.MAX I ANO 21'O.C.MAX. U N ti
I I W'ST%P ADAPTER (�� �tL�
ALUMINUM U WST P ADAPTER QSTEE
RUBBER WSTWPPING RUBBER WSTRIPPING
050
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1.750 1.7p0�—( O
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BOTTOM SEAL OFTIONS IfalBieBQade ,O I •�
OPTION 'A' OPTION 'B'
WOOD BUCK CONNECTION TO WOOD SUBSTRA7E(WOOD SPECIFIC GRAVITY SG-0.55 MM.) �sL` o m
THE INSTALLATION METHODS SHOWN AIIOVE SHOWS 2%8 SYP WOOD BUCK ATTACHMENT C o R
TO WOOD STRUCTURES.IF THESE METHODS ARE FOLLOWED NO ADDITIONAL CAILUUTIONS/OESGN
WILL BE REQUIRED FOP DESIGN OF GARAGE DOOR ANCHORAGE. ANCHOR SPACING $� °
FOR DOOR REPLACEMENT APPUCATIONS WITH NO ENGINEER OF RECORD,INSTALLATION WAY BE ANCHORS STRUCTURE EMBED SPACING EDGE DIST. '�` p<Ti
VERIFIED AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION. 3/8-HLC SLEEVE BY HILR CONIC. 1-1 4 B' 1-5.79-1. L3 oY -
3 B'HLC SLEEVE BY HILTI' FILLED
CCK 1-1 4" C W
3 8'DYNABOLT BY ITYf CONIC. 1-1 2 8'
5/16'X 1-5/8' U
3 B'OYNABOLT Bf' FILLED ALOCK 1-1 2 B' }J 4 p
lAT IIS NOSE SUPPORT THE LQNS APPOSED IM SMCTURE BY OTHERS 3 8 POWER-BOLT BY PO LONG p 3 V FJ
BY DOOR SYSTEM 3 SLEEVE-ALL BT SMP50tb CONIC. 1-1 2 B' 1-]B W l g Z _
CONCRETE Yc a 3000 PSI MIN. N rn t g
CF"GROUT FILLED BLOCK Ym-2000 PS MIN. 03 p v
5116-DIA BOLTS Q N•-
11"WASHER&NUi � =I'
Y/OOD BUCK CONNECTION TO MASONRY V ' �AT 12'D.C.MAX' (�ED—CC DIST. o
PRe5 E 7RFAlED 2%6 5YP WOOD JAMBS WHICH SHALL BE ANCHORED TO I I B
GROUTED REINFORCED MASONRY BLOCK WALL OR LONG COLUMN WITH ( Ln g
1/4'ULTRACON BY'ELOO'NIM SPACING OF
14'O.C.INTO GROUT FILLED BLOCK WALL WITH 2-1/4'MIN.EMBED 1 1-1 4'%2-1 2'X 14 GA pzp
16'O.C.TNTC 3000 PSI WNORE,E WIM i-3/4'MIN.DABFD // / '( o S
z-1/2'MDL EDGE DISTANCE I-1/z' 1-1/z' CONT.STEEL ATiaE 1-1/2' K
1/4'TAPPER BY'POWERS'WITH SPACING OF 12 CA GALV.STEM
10.
O.C.INTO GROUT TILLED BLOCK WALL WITH 1-1 2'LGN.EMBED 1 18'%2-1 2 MT BRAGIRTB 23•LONG
12'O.C.INTO 3000 PSI CONCRETE,WITH 1-3/4•Ml�.EMBED / / AT 12'G.C.IN DOOR OPNG. 2-1/B'X I-IX 14 GA z M a
]'MIN.EDGE DISTANCE FlL�WELDS AT 18.O.C.ABOVE DOOR OPNC. GALV.STEEL TRACK M S
AT 12"O.C.LLA)L FASTEIGIXvD TD T..PLATES
]/8'OONRE%BY'FLAP'OR %(]��OT NE1D5 ACON TO CONT.TEACH SIDE W (2 1/4-20X5/B TRUSS HD.
3/8'LOT LE'TTYY'EL SPACING OF EVE,
6:LOCK NUT
24'O.C.IHID 30W P51 OONGiETE WITH 2-1/2'MIN.EMBED CONTINU0115 MOLE TRACK RE14'•.ASE(RACK CONII ANl=P u'r
3'MIN.EDGE DISTANCE TO W000 BI1CK TO STEEL TO CONCRETE AND FlLIEO PL= -
°� a
3/6'HLC SLEEVE BY'HILD'WITH SPACING OF a _
6'O.C.INTO GROUT FILLED BLOCK WALL WITH 1-1/2"MIN.EMBED,4"MIN.EDGE DIST.
16'O.C.INTOSOW P51 CONCRETE,WITH 1-7/4'MIN.EMBED AND ALTERNATE T17ACK INSTA(J.ATION
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2-1/2"MIN.EDGE DISTANCE ;)({
JAMBS BY OTHER
POOIJ%N
ENGINEER OF RECORD OR ARCHITECT TO VERIFY O' I
ADEQUACY OF SUPPoR7ING STRUCTURE TO SUPPORT LOADS IMPOSED
BY DOOR SYSTEM. z
FOR DOOR REPLACEMENT IN RETROFR BUILDINGS WITH NO ENGINEER OF b
RECORD,DOOR INVAUA71ON MAY BE REVIEWED AND APPROVED BY 0
BUILDING OFFICIAL UPON INSPECTION. OF drOwing 0.
MAJUMUM EXTERIOR(+)LOAD PER JAMB-(18.16'%27 PSF)/2=218.2 We per FL ''�s•. R10PGd�\��
WAMUM IMEWOR(-)LOAD PER JAMB-(18.16'%M PSF)/2-242.4 Lbs per FL AST® j1Y"Y` sh6et 4Of 5
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