HomeMy WebLinkAboutNotice of Acceptance MIMIL File� AvMIAMICo7
MIAMI-DADE COUNTY
•
REVIEWED FO R PRODUCT CONTROL SECTION
w � ��CC 11805 SW 26 Street,Room 208
DEPARTMENT OF REGULATORY AND O M C G Miami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION M(L U C'E P O U N T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE T�
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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+36.0,44.0 PSF)
APPROVAL DOCUMENT: Drawing No.02-21,titled"24 GA.Roll Formed Steel Sectional Garage
Door",dated 09/10/2002,with revision L dated 10/03/2017,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
renewal stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County
Product Control Section.
MISSILE IMPACTRATING: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 renews NOA#17-1018.12 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 Carlos M.Utrera,P.E.
NOA No.20-0107.06
MIAMI•DADE COUNTY Expiration Date: July 21,2025
Approval Date:March 5,2020
Page i
DAB Door Company,Inc.
NOTICE OYACCEPTANCE: EVIDENCE SU13 IITTED
1. Evidence submitted under previous NOA's
A. DRAWINGS "Submitted under NOA#17-1018.12"
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 Ahmad,P.E.
o T�;!,7
1�a2b
Carlos M.Utrera,P.E.
Product Control Examiner
NOA No.20-0107.06
Expiration Date: July 21,2025
Approval Date: March 5,2020
E-1
DAB Door Company,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS (Cont.)
"Submitted under NOA#I1-0414.12"
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 Arc Light Apparatus Test per
ASTM G 15 5 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 D63 8 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 5'edition(2014)FBC and no financial interest
issued by Al-Farooq Corporation,dated 05/13/2014,signed and sealed by Javad Ahmad,P.E.
02/711-
Carlos M.Utrera,P.E.
Product Control Examiner
NOA No.20-0107.06
Expiration Date:July 21,2025
Approval Date:March 5,2020
E-2
DAB Door Company,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUB
2. New evidence submitted.
A. DRAWINGS "Submitted under NOA#17-1018.12"
1. Drawing No. 02-21,titled"24 GA.Roll Formed Steel Sectional Garage Door",dated
09/10/2002,with revision L dated 10/03/2017, sheets 1 through 5 of 5,prepared by Al-
Farooq Corporation, signed and sealed by Javad Ahmad,P.E.
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 code conformance to the 6ffi edition(2017)FBC,prepared by Al
Farooq Corporation, dated 12/23/2019, signed and sealed by Javad Ahmad, P.E.
F. OTHER
1. This NOA renews NOA#17-1018.12.
f
Carlos M Utrera,P.E.
Product Control Examiner
NOA No.20-0107.06
Expiration Date:July 21,2025
Approval Date:March 5,2020
E-3
7-1/2'X'2-1/4'XIB GA. -- 'PUSH NUT TOP FIXTURE,5-1/2"X 2-3/4'X 0.1" - 4.4 3
GAIN.STEEL CENTER HINGE _ ® STEEL PLATE WITH ONE 5/16-18 MS W/NUT OPTIONAL DOOR VIEWER
_ TO BE INSTALLED AT
p WW((H(OUf$DELRON/SLEEVE(SID•).8-SMS / \ (6Vb1 FASTENED
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WITHOUT DELRCN SLEEVE(STO.) / NOA-No. 20-0707.06 Z a
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WITH DELRON SLEEVE(OPTIONAL) \ p i Explration Date07/29/2025 I O 0 qOq.t 0
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HEIGHT CONSISTS OF EACH DOOR 7-7/8'X 3-1/8"X.010" \ / OPTIONAL VENTS OPTIONAL FLUSH FACE
2 SECTIONS 18'.2 SECTIONS 21' STEEL PLATE - (3) 5"WIDE AT 7'O.C.MAX. '� p Z(D
1 SECTION 18' 3 SECTIONS 21• WITH(4) $14 X 3/4'SDS \`�i' OPNG AREA NOT TO EXCEED 120 SQ.IN. ��R MDTM W00D GRAIN DESIGN L-�AOPNG AREA NOT TO EXCEED 120 S0.IN. ��R MDTM WOOD GRAIN DESIGN L-�p Q
7• 4 SECTIONS 21'- �' - 16-2 O m
7••3• - - THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT DOOR TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF FLORIDA rn w..
7'-8' S SECTIONS 1B'- CENTER STILE INSIDE ELEVATION BUILDING CODE.TAS-202•TAs-201 &TAS-203 FOR ifWI1Z AND N o
7'-9' 4 SECTIONS 18"1 SECTION 21' .RAISED PANEL EMBOSSED DOOR ASiM E1 BBB-OS ASTM E7998-09. r
B' 3 SECTIONS 18'2 sEC11DNS 21• OL1T510E GENET NOTE O
Z.SECDONS 18'3 SECTIONS 21' HANDLE END.STILE DAB DOORS INC. 1.THIS PRODUCT HAS BEEN.DESIGNED AND TESTED TO COMPLY WITH THE
8'-6' 1 SECTION 18• 4 SECTIONS 21' - - REQUIREMENTS OF THE 2014(STH EDOION)/2017(6TH EDITION)FLORIDA
8'-9' 5 SECTIONS 21'- Hurricane Master®Model 824/611 BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE(HWHZ). o
9' 6 SECTIONS 18'- - LOCK BAR GUIDES �Max. Size 16'-2" X 16'-0" High 2.ANCHORS SHALL BE CORROSION RESISTANT,SPACED AS SHOWN ON DETAILS E
e'-3' 5 SECTIONS 18'1 SECTION 21' INSTALLED ON END STILE With Window Lite Option AND INSTALLED PER MANUF'S INSTRUCTIONS.SPECIFIED EMBEDMENT TO BASE
9'-6' 4 SECTIONS 1B•2 SECTIONS 21" WITH(4)$14 X 5/8'SMS MATERIAL SHA1L BE BEYOND WALL DRESSING OR STUCCO.
9'-9" 3 SECTIONS 18-13 SECTIONS 21' 3.A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. 9 W
10' 2 SW11ONS 18.4 SECTIONS 21' u AST X.BW LOCK BAR DESIGN PRESSURE RATING = + 36.0 PSF
4.MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT
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°o ON EACH SIDE OF DOOR COME INTO CONTACT WITH DISSIMILAR MATERIALS SHALL MEET THE o o u o S
8 SECTIONS 21"1- CENTER STILES SCHEDULE'A' REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG.-CODE&ADOPTED STANDARDS. y o E
6 SECTIONS 1B'1 SECTION Z7' OUTSIDE K���OCK CENTER STILES CONFIGURATION 5.THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION •�
5 SECTIONS 18'12 SECTIONS 21' FOR A SITE SPECIFIC PROJECT,i.e.LIFE SAFETY OF THIS PRODUCT,ADEQUACY
DOOR WIDTHS $OF CENTER STILES
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NS 18'5 SECTIONS 21' ALTERNATE TO 10'-0'TO 11'-10" 2 CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY;ONS 1B'6 SECTIONS 21SPRING LOADED SLIDE BOLT 12-0'TO 13'-10" 3AND TO BE REVIEWED fiY BUILDING OFFlCIALONS 21•- LOCKS SHOWN ABOVE �S' 0'TO 9'-10_� 14'-0•'TO 15'-10' 4 6-MANUFACTURER'S LABEL SFWl BE LOCATED ON'A READILYVISIBLE LOCATION
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/POP
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M.SCREWS k-NUTS. WITH (4) 1/4-20 SS.BOLT k NUTS -- HORIZ.TRACK LENGTH OPENING HEIGHT PLUS 12' AND TO SPRING SHAFT GUIDEWITH
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GLUED To PANEL AND FASTENED TO SECTION A-A y a -
VERTICAL STILES WITH 2'X 5-1/2'X.104' .
- (2)3/16'POP RNETS GALV.STEEL - awIn
FASTENED W/0L4)Rd 14 X 5 8'S,M.S. �'z c
T P tlLLER B ET FOR SECTION HEIGHTS BRACKET PLACEMENTS
EA17
LOW HEADROOM DOOR OPTION DOOR - �?
HORIZONTAL REINFORCEMENT HEIGHT 1sT 2N0 3RD 4TH 5TH B7 B2 B3 B4 B5 B6 B7 B8
1/2'X 1-3/4'X.058'FORMED STEEL _ O
GLUED TO.PANEL AND FASTENED TO 6'-0' 1B`)6".18"18'N/A 1"TO 2'11-3/4` 23' 34" 45" 56' 8T
VERTICAL STILES WITH 6'-S' 21'18" 16'21'N/A 1'TO 2°11-3/4' 23' 34'' 45' 5G' 67' - o n
(2)3/16*POP RIVETS -1j---3/4T-23' -
_ 5/16'MEETING RIB _ 7'-0' 21'21" 21°21'N/A 1'TO 2' 34' 45' S6°
7--6' 18'1181 118'18' 18"Y TO 2'11-3/4' 23 34" 45' 5s` 67' 78-1/4' 44a n
_ PLASTIC/STEEL ROLLERS ham 8'-0' 21 18 18 18 21°1'TO 2'11-3/4 23' 34'. 45' 56' 67' 78-1/4' n
®. 1.82'DIA.X 50' .� -SECTIONS ARE NUMBERED STARTING AT THE BOTTOM ti o]M
W/.44 DIA X 4-1/4'STEM _= FOR DOORS MORE THAN 8 FT. HIGH, USE ADDITIONAL TRACK BRACKETS AT 10"O.C. P c o'-'
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DENSITY 2.0 PCF _ m CONNECTED TO TRACK WITH - Lhy4d"witU
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DRAWING QUALITY G-40
MIN.YIELD STRENGTH=39 KSI
WITH PRIMER AND BAKED-ON TRACK CONFIGURATION v
POLYSTER PAINTED TOP COAT
APPUED TO BOTH SIDES OF STEEL
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NOA-No. 20-0107.06 _ 7 592 g I $
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SEE SHEET 5 Expiration D 007!21!2025 -
By A OF W�� drawing no.
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WOOD BUCK CONNECTION TO WOOD SUBSTRATE
(WOOD SPECIFIC GRAVITY SG=O.Ss MIN.) L` o m
THE INSTALLATION METHODS SHOWN ABOVE SHOWS 2X6 SYP WOOD BUCK ATTACHMENT _^.�.✓-f C o ,.
TO WOOD STRUCTURES.IF THESE METHODS ARE FOLLOWED NO ADDITIONAL CALCULATIONS/DESIGN L�5f1F i y y po LL
WILL BE REQUIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE c -
FORDOOR REPLACEMENT APPLICATIONS WITH NO ENGINEER OF RECORD,INSTALLATION MAY BE D<LL
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ANCHORS STRUCTURE EMBED SPACING EDGE DIST. 8 E ap
3 B HLC SLEEVE BY HILTI CONC. 1-1 4 6' 2' Cj m'�'�
3 B CONFLEX BY'ETCO' FILLED BLOCK 3-3 4'
3 8'DYNABOLT BY-ITW' CONC. 1-1.2 8- 2-1 2 p 3 N
STEEL STRUCTURE BY OTHERS 3 8 POWER-BOLT BY POWERS' CONC. 2' 8- 2' o O Z
Via"X 1,5/e' MUST SUPPORT THE LOADS IMPOSED s Lo$
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AT 12.O.C. CONCRETE Vc a 3000 PSI MIN. Q c o
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12.O.C.INTO GROUT FILLED BLOCK WALL,WITH 2-1/4'MIN.EMBED
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3'MIN.EDGE DISTANCE FILLET WELDS m,
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23'O.C.INTO 3000 PSI CONCRETE,WITH 2-1/2'MIN.EMBED o a- 2
3'MIN.EDGE DISTANCE CONTINUOUS_ANGLE TRACK REVERSE TRACK CONTINUOUS ANGLE TRACK x d
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10'O.C.INTO GROUT FILLED BLOCK WALL WITH 1-1/4'MIN.EMBED,4-WIN.EDGE DIST. \\\11111ff/
15.O.C.INTO 3000 PSI CONCRETE,WITH 1-1/4'MIR.EMBED AND \\
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PREPARATION OF JAMBS BY OTHERS �� uG 5
PRODUCT RENEWED
FOR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TO VERIFY as complying with the Florida a 0592
ADEQUACY OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED Building Code
BY DOOR SYS . NOA-No. 20-0107.06
FOR DOOR REPLACEMENT IN RETROFIT BUILDINGS WITH NO ENGINEER OF Expiration D te07/21/2025 - T `Z7
RECORD, O
RECORD,DOOR INSTALLATION MAYBE RENEWED AND APPROVED BY drawing no.
BUILDING OFFICIAL UPON INSPECTION. '
By /y„/ �:�`ck''•• Ax Inllll\\
Dr:�G��� 02-21 '
MAXIMUM EXTERIOR(+)LOAD PER JAMB-(16.18'X 62 PSF)/2-291 Lbs per Ft. W lamt-Da o Product Control i�S�SON�L�� �
MAXIMUM INTERIOR(-)LOAD PER JAMB (18.16 X 44 PSF)/2-355.5 Lbs per Ft. ///ftlllSheef¢Of $
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_______ I .
DOOR PANEL
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