HomeMy WebLinkAboutNotice of Acceptance M IAM I•DADE MIAMI-DADE COUNTY
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.eov/economy
DAB Door Company,Inc.
12195 NW 981 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:Iiurriza titer Model'$24%811 ee"Se`cf_iona_I-Garage ooI)f`rug to-I6�Z"�v/
Window Lite Option(DP+48.0,-52.0 PSF)
APPROVAL DOCUMENT:Drawing No.98-05,titled"24 GA.Roll Formed Steel Sectional Garage
Door",dated 02/23/1998,with last revision L dated 03/05/2015,sheets 1 through 6 of 6,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/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#14-0814.08 and consists of this page 1 and evidence pages E-1 and E-2,as well as
approval document mentioned above.
The submitted documentation was reviewed by Carlos M.Utrera,P.E.
NOA No.15-0302.01
MIAMI-DADE COUNTY Expiration Date:July 21,2020
Approval Date:April 23,2015
/1�1v1� Page 1
DAB Door Company,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No.98-05,titled"24 GA.Roll Formed Steel Sectional Garage Door",dated
02/23/1998,with last revision L dated 03/05/2015,sheets 1 through 6 of 6,prepared by Al-
Farooq Corporation,signed and sealed by Javad Ahmad,P.E.
B. TESTS "Submitted under NOA#11-0414.13"
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-07-4267,dated 06/29/2007,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-11-3206,dated 02/10/2011,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-114101,dated
01/29/2011,signed and sealed by Candido F.Font,P.E.
"Submitted under NOA#05-0217.02"
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.,Test
Report No.HETI 03-1328,dated 07/15/2003,signed and seated by Rafael E.Droz-Seda,PE.
5. Test Report on Uniform Static Air Pressure Test,of"Sectional Residential Door'prepared by
Hurricane Engineering&Testing Inc.,Test 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,Test 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#14-0814.08"
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.
Carlos M.Utrera,P.E.
Product Control Examiner
NOA No. 15-0302.01
Expiration Date:July 21,2020
Approval Date:April 23,2015
E-1
DAB Door Company,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS (Cont.) "Submitted under NOA#09-0128.01"
1. Anchor verification calculations prepared by Al-Farooq Corporation,complying with F.B.0
2007,dated 04/05/2011,signed and sealed by Javad Ahmad,P.E.
"Submitted under NOA#09-0X28.01"
2. Anchor verification calculations prepared by Al-Farooq Corporation,complying with F.B.0
2007,dated 12/18/2008,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. 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-Cl 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 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 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 underNOA#14-0814.08"
1. Statement letter of code conformance to the 5d'edition(2014)FBC and no financial interest
issued by Al-Farooq Corporation,dated 05/13/2014,signed and sealed by Javad Ahmad,P.E.
04 l��2oi S
Carlos M.Utrera,P.E.
Product Control Examiner
NOA No.15-0302.01
Expiration Date:July 21i 2020
Approval Date:April 23,2015
E-2
X 2-1/4•X 18 CA. TOP FlXNRE 5-1/2'X 2-3/4"%0.1'
CALV.STEEL CENTER HINGE -- - PU511 NUT oW/(4)814 X 5/8'SMS ' O FASSTENED TO END STILE WITH 18 MS W/NUT OPTO BE NSTAL ED AT � otj
07-1/2-
WITHOUT DELRON SLEEVE(STD.) / ` (6)814%3/4'SELF DRILUNG SCREWSANY CENTERSTILESEE SHEET 4 FOR TOP BRACKET OPTIONS 7-1/2'%3"% .071'GALV. STEEL I C1 C1 t Z w
END ROLLER HINGE I
W/(6)814 X 5/8•SMS I 00
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HEIGHT CONSISTS OF U'B o0 RT 7-7/8'X 3-1/8"X .010" OPTIONAL VENTS I o ¢ m
STEEL PLATE (3) 5'WIDE AT 7'O.C. MAX. OPTIONAL FLUSH FACE L O 3 N
6'-6' 2 SECTIONS 18'2 SECTIONS 21' WOOD GRAIN DESIGN A �Z
1 SECTION 16'_J,SECnON9 21' WITH (4)814 X 3/4'SDS OPNC.AREA NOT TO EXCEED 120 SO.IN. MAX. DOOR WIDTH � � T
�7�45SECTIONSi212 7 ' 16'-2"
7'=3" '^'= 3 CENTER STILE DAB DOORS INC. Q N
T-6' 5 SECTIONS 18•- INSIDE ELEVATION
7'-9' 4 SECTIONS 15'1 SECTION 21' OUTSIDE END STILE Hurricane Master®Model 824/811 r
8' 3 SECTIONS 18'2 SECTIONS 21' HANDLE RAISED PANEL EMBOSSED DOOR Max. Size 16'-2'X 16'-0" High o
8'-3' 2 SECTIONS 18'J SECTIONS 21' With Window Lite O-H-
8'-e' 1 SECTION 18' 4 SECTIONS 21' 814 X 3/4'SELF DRILLING SCREWS MAY BE USED __,_...
S'-9' 5 SECTIONS 21'- IN LIEU OF 814% 5/8"SMS DESIGN PRESSURE RATING = + 48.0 PSF
9' 6 SECTIONS 18'- LOCK BAR GUIDES --__
9'-30 5 SECTIONS I8'1 SECTION 21' 4 ° INSTALLED ON END STILE THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT - 52.0 PSF : m I x,
0'-6• 1 SECTIONS 18'z sEcnONS 2I' WITH(4) 814 X 5/8'SIRS GENERAL NOTES
910' 3 SECTIONS 18'3 SECTIONS 21' 4 ,18T% 6W LOCK BAR 1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
10' 2 SECTIONS 18'4 SECTIONS 21- ENGAGES IN TRACK REQUIREMENTS OF THE FLORIDA BUILDING CODE(FBG)FIFTH EDITION(2014)
10'-3' 1 SECTION IB' S SECTIONS 21' -
ON EACH SIDE OF DOOR INCLUDING HIGH VELOCITY HURRICANE ZONE HVH2. �
10'-6' 6 SECTIONS 21'- CENTER STILES SCHEDULE'A' S 3
10'-9' 6 SECTIONS Ifi'1 SECTION 21' CENTER STILES CONFIGURATION 2• ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS. °'?B i i i
1t' 5 SECTIONS 1e'FECTIONS
ONS 2t' OUTSIDE KEYED LOCK ��1I ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL
11'-J'4 SECTIONS 18' ONS 21' OPTIONAL ® "�I®® DOOR WIDTHS p OF CENTER STLES DRESSING OR STUCCO.
11'-67 3 SECTIONS 18' ONS 21' 8'-0•TO 9'-100 2 - 3. ALL BOLTS,NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL. r m
LOCK BAR LOCKING SHOWN ,10.-01 -11L=10' c w
I V-9• 2 SEC71DNS 18' IONS 21' S ALTERNATE TO 4, ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN o
12' I SECTIONS 15' IONS 2I• SPRING LOADED SLIDE BOLT 42'=OjiOf13'=10:■RT'd1d'32 `_'`iE.R THESE DETAILS ARE NOT PART OF THIS APPROVAL a
12'-J' 7 SECTIONS 21' LOCKS SHOWN ABOVE I B'-O'TO 9'-10' I 14'-0'TO 15'-10' 4 S. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. v a
12'-6'6 SECTIONS 18' ONS 21" DOOR WIDTHS 15'-11'TO 16'-2' S C -•x
12'-9'S SECTIONS Ifi' IONS 21' DOOR TESTED IN ACCORD20�.ANCE WITH THE REQUIREMENTS OF RORIDA --�
U' 4 SECTIONS 78' IONS 21'"- � - ASTM IE188B 05/ASTIA E199509,1 kTAS-203 FOR HVH2 ANDJ SECTIONS 18' IONS 21' _
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15'-6' I SECTION IB' 8 SECTIONS 21' 1 �� O ZOOS � w7l ss 05
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5/16"% 1-5/8'LAG SCREW 6 PER HINGE END STILE.CONNECT TO PANELS WITH
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HEX WASHER HEAD TYPE A 1/2'X 1-3/4'X.058"FORMED STEEL SEE DETAIL ABOVE SOLID BRASS DOOR VIEWER
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GALV.STEEL END ROLLER HINGE p L
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12 GA.X 3-5/16"X 1-1/2"(OPTIONAL) 7/8'PUSHNUT
FASTENED TO TRACK PLATES INSTALLED ON ROLLER SHAFT 1.82"DIA X.50"NYLON ROLLERS (OPTIONAL) 3 0 2015 "� P'°�'a�� g$-05
W/ 1/4_20DX 5/8'TRUSS HD. 2.75"ON.X ,50"STEEL ROLLERS (OPTIONAL)
SLOTTED M.S.k LOCK NUT SECTION B-B 2.75'DIA X.50"NYLON ROLLERS (OPTIONAL) sheet 3 oT 6
WITH 5"STEM
POP RIVETS 5/16"X 1-5/8'LAG SCREWS INTO WOOD OR HORIZ.TRACK SUPPORT, HORIT ANGLE a
FOR DOOR HEIGHTS WI 7 FT. �� o
2" 2-3/4"X 5-1/2"X 3'%.104' 5/16'SLEEVE ANCHORS CENTER SUPPORT RE00. ON DOORS WITHOUT INSULATION OR WINDOWS, '0
GALV.STEEL WITH 1-1/4"EMBED INTO MASONRY EXSEEDING 8 FT. IN HEIGHT 2'X 2"X 1/8"HORIZ.ANGLE ml
TOP ROLLER BRACKET ON EACH SIDE 3 PER BRACKET II p FOR DOOR HEIGHTS ABO7 FT.OR m
FASTENED W/(6)A 14 X 5/8'S.M.S. - - / I I 1JA
Z n W
DOORS WITH INSULATION OR WINDOWS
SPOT WELDED TO HORIZ,TRACK
.090 THK.GALV.STEEL ADJUSTABLE 2-1/2'X 4-1/4"X 13 GA.STEEL PLATES WITH TWO WELDS AT 1-1/2"APART Z '7
SLIDE FASTENED TO BRACKET - - A—-) FlRST AT 3'O.C„REST AT 9"O.C.
W/5/16-1B X 3/4'HEX HEAD WELDED TO 1-1/2'% 1-1/2"X 14 GA.ANGLE -- CONNECTED TO FLAG BRACKET ANGLE a
M.SCREWS&NUTS. FASTENED TO TRACK - -- W/3/8-16%3/4`BOLT&NUT O o
- WITH(4) 1/4-20 55.BOLT&NUTS -- HORIZ.TRACK LENGTH =OPENING HEIGHT PLUS 12"
AND TO SPRING SHAFT GUIDE WITH 0 w M
TOP BRACKET (2)1/4-20 X 5/6"BOLT&NUT d •i
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(OPTIONAL) 0 n
LOW HEADROOM DOOR --� 14 GA.GALV.STEEL TRACK V D
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HORIZONTAL REINFORCEMENT VERTICAL TRACK 0 a
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GLUED TO PANEL AND FASTENED TO m D iD
VERTICAL STILES WITH SECTION A-A N
2'%S-I/2'%.104'
(2)3/16'POP RIVETS GALV.STEEL H_G
FASTENED W/(4)R 14 X 5/8'S.M.S. tL 2 m
TOPP ROLLER BRACKET FOR
LOW HEADROOM DOOR OPTION DOOR • SECTION HEIGHTS BRACKET PLACEMENTS Q w
HORIZONTAL REINFORCEMENT HEIGHT
1ST 2ND 3RD 4TH 5TH Bi 82 B3 84 BS 86 87 88
1/2"K 1-3/4'K.058"FORMED STEEL
GLUED TO PANEL AND FASTENED TO 6'-0" 18 18" 1B° 18"N/A 1"TO 2"11-3/4' 23" 34' 45" 56" 67" -
VERTICAL STILES WITH 6'-6" 21`18" 18'21"N/A 1"TO 2"11-3/4" 23° 34" 45 56" 67" ----
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WILL BE REQUIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE. Gj tL
FOR DOOR REPLACEMENT APPLICATIONS WITH NO ENGINEER OF RECORD,INSTALLATION MAY BE _ANCHOR SPACING
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2-1/2"MIN.EDGE DISTANCE
Ergr.JAVAD AHMAD
PREPARATION OF JAMBS BY OTHERS CIVIL PRODUCT RENEWED �
With the FlIa" I
FOR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TO VERIFY FIA 0592 c
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ADEQUACY OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED
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FOR DOOR REPLACEMENT IN RETROFIT BUILDINGS WITH NO ENGINEER OF
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MAXIMUM E%TERIOR(+)LOAD PER JAMB (16.17'%48 PST)/2 3B8 Lbs per Fl.
198-05
MAXIMUM INTERIOR(-)LOAD PER JAMB (16.17'X 70 PSF)/2-420.4 Lbs per Ft. --
(wheel 5 Of 6
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DOOR PANEL CHAPTER 26 OF FBC ro
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