HomeMy WebLinkAboutProduct Approval MIAMI- RECEI`:'.D APR 0 '7 2016
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MIAMI RADE 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.miamidadt.gov/economX_
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 Mater 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,titled"Sectional Garage Door",dated 09/30/2003,with
last revision J dated 03/09/2015,sheets 1 through 5 of 5,prepared by Al-Farooq Corporation,signed and
scaled 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 Sled 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#14-0814.07 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.15-0317.03
=MLI-DADE COUNTY Expiration Date:August 14,2016
Approval Date:June 11,2015
Page 1
• o6�°y�r5• w
DAB Door Company.Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. 03-06,titled"Sectional Garage Door",dated 09/30/2003,with last
revision J 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 # 08-1106.OS"
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 2411 3.2.1,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 # 03-0210.04"
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:
Own
Carlos M.Utrera,P.E.
Product Control Examiner
NOA No.15-0317.03
Expiration Date:August 14,2016
Approval Date:June 11,2015
E-1
DAB Door Company,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS (Cont.)
"Submitted under NOA#09-0324.06"
2. Anchor verification calculations prepared by AI-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. 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 DypIast 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 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 "Submitted under NOA #14-0814.02"'
1. Statement letter of code conformance to the 51 edition(2014)FBC and no financial interest
issued by Al-Farooq Corporation,dated 05/14/2014,signed and sealed by Javad Ahmad,P.E.
Carlos M.Utrera,P.E.
Product Control Examiner
NOA No.15-0317.03
Expiration Date:August 14,2016
Approval Date:June 11,2015
E-2
E (UH11UNAL)
ICK
DOOR
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W X .15 THK. LATCH
CK
--D SLIDE BOLT (BOTH SIDES)
(4) #14 X 1/2- S.M.S.
CK ENGAGEMENT
SECTION 1008 REGARDING GARAGE DOORS
I/Al
V
(Al
v
'KET BRACKET
7 DOOR LOW HEADROOM
UE;
DOOR OPTION
OPTIONAL VENTS
7-7/8"WX3-1/8"HX.010" THK (3) 5" WIDE AT 7" O.C. MAX. COLONIAL DESIGN\ [OPTIONAL FLUSH FACE
OPNG. AREA NOT TO EXCEED WOOD GRAIN DESIGN --A
STEEL PLATE 120 SQ. IN. MAX. DOOR WIDTH
16'-2"
END STILE- INSIDE ELEVATION DAB DOORS 11
'R STILE RAISED PANEL EMBOSSED DOOR Hurricane Most(
SIDE Max. Size 16'-
IDLE — With Window U
#14 X 3/4" SELF DRILLING SCREWS MAY BE USED
IN LIEU OF #14 X 5/8" SMS DESIGN PRESSURE RATIl
LOCK BAR GUIDES THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT]
INSTALLED ON END STILE GENERAL NOTES
WITH (4) #14 X 5/8" SMS I. THIS PRODUCT HAS BEEN DESIGNED AND TEST;
AEIT X 11" W LOCK BAR REQUIREMENTS OF THE FLORIDA BUILDING CODE (
ENGAGES IN TRACK INCLUDING HIGH VELOCITY HURRICANE ZONE (HVH-,
ON EACH SIDE OF DOOR CENTER STILES SCHEDULE 'A' 2. ANCHORS SHALL BE AS LISTED, SPACED )
CENTER STILES CONFIGURATION ANCHOR EMBEDMENT TO BASE MATERIAL S
E KEYED LOCK (OPTIONAL) DOOR WIDTHS OF CENTER STILES DRESSING OR STUCCO.
-OCK BAR LOCKING SHOWN 8'-0" TO 9'-10' 2 3. ALL BOLTS, NUTS AND WASHERS SHALL BE ZIN
rE TO SPRING LOADED SLIDE BOLT 10'-0" TO 11'-10" 2 4. ANCHORING OR LOADING CONDITIONS OTHER
HOWN ABOVE i 12'-0" TO 13'-10" 3 THESE DETAILS ARE NOT PART OF THIS APPROVAL
8'-0" To 9,-10, 14'-0" TO 15'-10' 4 5. A LOAD DURATION INCREASE IS USED IN DESIGN OF
DOOR WIDTHS 15'-Il" TO 16'-2" 5
DOOR TESTED IN ACCORDANCE WITH THE REQUIF
BUILDING CODE, TAS-202, TAS-201 & TAS-201'
ASTM E -05LASTM E1996-09.
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@ 4" O.C.
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1/2" X 1-3/4" X 16 GA. _ + I'1
OPEN TUBE
@ TOP & BOTTOM
OF EACH PANEL 3/16" ALUM RIVETS
AT 4" O.C. I [.024STL. PANEL
(6) FOR 21" STILES
(5) FOR 18" STILES °
- - ENO STILE E=a
TRACK BRACKET FASTENED
)D JAMB WITH INTERMEDIATE SECTION TOP SECTION
X 1-5/8" LAG SCREW
THREADED) SOLID BRASS DC
.R BRACKET
OPTIONAL STOP MOULDING BY 'SCHLAGE SECUR BY DOOR INSTALLER INSTALLED IN 9/16" DIA. HC
14 X 5/8" SMS 3/4" X 2" X 2-1/2" X .049" STEEL POSITIONED AT 1
6 PER HINGE END STILE, CONNECT TO PANELS WITH
1/2" X 1-3/4" X .058" FORMED STEEL FLAPS AND 3/16" ALUM RIVETS
GLUED TO PANEL AND SECURED TO SEE DETAIL ABOVE
END STILE WITH 3/16" ALUM RIVETS @ 12" O.C. ANCHORS AT TRACK BI
A) 3/8" DIA. POWER—BOLT BY 'PI
1-7/8" X 2-5/8" X .049" STEEL EDGE 2" MIN. EMBED INTO CONCRETE
CENTER STILE, GLUED AND RIVETED DISTANCE 1-7/8" MIN. EDGE DISTANCE
I TO PANEL W/ (4) 3/16" ALUM RIVETS
I 3VET o B _ BY 'HIL
ALUM RIVETS ° :' , 1-3/16' } 1 3 f 1 4 8" DIA. H C EV MIN. EMBED INTO CON
`i # 14 X 5/8" S.M.S. \ ; d ; / "
4/ HINGE ° ° . 1 1-5/8" MIN. EDGE DISTANCE I
4 MIN. EDGE DISTANCE INTO I
1
CONCRETE f'c = 3000 PSI MIP
C-90 GROUT FILLED BLOCK Vi
ANCHOR TYPE A OR B
/(l) PER BRACKET
I I I I SEE SHEET 3 FOR BRACKET SPACING
1 J el Engr: JAVAD AHMAD
3/4" HEX HEAD FASTENED TO TRACK - -
JTS. WITH (4) 1/4-20 SS. BOLT & NUTS - -- HORIZ. TRACK LENGTH = OPENING HEIGHT PLUS 12"
,CKET IJ ,
ZD)
TOP BRACKET
(OPTIONAL) ! VERTICAL TR
LOW HEADROOM DOOR 14 GA. GALV. STEEL TRACK 2-1/8" X 1" X X
RCEMENT
.059" FORMED STEEL 2" X 5-1/2" X .104-
4D FASTENED TO GALV. STEEL
(H FASTENED W/ (4) # 14 X 5/8" S.M.S.
EfS TOP ROLLER BRACKET FOR
NFORCEMENT LOW HEADROOM DOOR OPTION DOOR * SECTION HEIGHTS BRACKET PLACEMENTS
X .058" FORMED STEEL HEIGHT 1STI2ND,3RD 4TH 5TH E3182 B3 B4 B5
.L AND FASTENED TO
WITH 6'-0" 18" 18" 18" 18" N/A 1" TO 2" 11-3/4" 23" 34" 45"
I RIVETS 6'-6" 21" 18" 18" 21" N/A 1" TO 2" 11-3/4" 23" 34" 45"
RIB 7'-0" 21" 21" 21"121" N/A 1" TO 2" 11-3 4" 23" 34" 45"
ROLLERS
7'-6" 18" 18" ie" 18" 18" 1" TO 2" 11-3/4" 23" 34" 45"
O _
8'-0" 21"�18" 18" 18" 21" 1" TO 2" 11-3/4" 23" 34" 45"
4-1/4" STEM = w *-SECTIONS ARE NUMBERED STARTING AT THE BOTTOM
= FOR DOORS MORE THAN 8 FT. HIGH, USE ADDITIONAL TRACK BRACKETS A
LATIONS: z a
RODUCTS LLC' w o
1 POLYSTYRENE a 0 m
o 1.9" X 2.19" X 3.3" X .090"
5 PCF STEEL TRACK BRACKETS
26.07
m 2-3/16" HIGH /
CONNECTED TO TRACK WITH
ISOCYANURATE /
PCF ) 1/4" BOLTS & NUTS. /
26.06 m - --} -
I NORTH AMERICA' /
3 PCF ,n /
29.04 m
LLC' d -
2 PCF m
11.08 /
m - -
TEEL
FASTENED m
5/8- SMS m
FORMED STEEL PANEL
' G-40
NGTH 34 KSI
D BAKED-ON TRACK CONFIGURATION
-D TOP COAT
4 SIDES OF STEEL
VERTICAL LIFT HIGH LIFT STANDARD LIFI
'EEL
f FASTENED
5/8" SMS
,AVAILALIL'E TRACK OPTIONS
Engr: JAVAD AHMAD
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1/2" X 1-3/4" X .058"
FORMED STEEL ;(DD�D)
\. LAG SCREWS 2BY t 1/4" DIA. LAG SCREWS
ROM ENDS �-AT 6" FROM ENDS
WOOD BU I
' O.C. MAX. I AND 21" O.C. MAX.
J
W'STRIP ADAPTER
r ALUMINUM
RUBBER W'STRIPPING RUBBER
` 050 .040
224 .534 ,700
.348
T—I —1.750—J7
1.790
BOTTOM -SEAL OPTIONS
OPTION 'B'
TO WOOD SUBSTRATE (WOOD SPECIFIC GRAVITY SG=0.55 MIN.)
I ABOVE SHOWS 2X6 SYP WOOD BUCK ATTACHMENT
.AETHODS ARE FOLLOWED NO ADDITIONAL CALCULATIONS/DESIGN
GARAGE DOOR ANCHORAGE. ANCHOR SPACING
ONS WITH NO ENGINEER OF RECORD, INSTALLATION MAY BE ANCHORS STRUCTURE EMBI
IUILDING OFFICIAL UPON INSPECTION. _ 3/8" HLC SLEEVE BY 'HILTI CONC. 1-1
3/8" HLC SLEEVE BY 'HILTI' FILLED BLOCK 1=
5/18" X 1-5/8" 315" DYNABOLT BY 'ITW' - _ CONC._ 1-1/
LAG SCREWS STEEL STRUCTURE BY OTHERS 3/8" DYNABOLT BY 'ITW' FILLED BLOCK 1-1
AT 12" O.C. MUST SUPPORT THE LOADS IMPOSED 3/8- POWER-BOLT BY POWERS CONC. 2'
BY DOOR SYSTEM 3/8" SLEEVE-ALL BY 'SIMPSONS'l CONC.__t.1-I?
CONCRETE f'c = 3000 PSI MIN.
5/16" DW. BOLTS C-90 GROUT FILLED BLOCK f'm = 2000 PSI MIN
WITH WASHER & NUT
Y �b b, AT 12" O.C. MAX. EDGE DIST.
SHALL BE ANCHORED TO
CONC. COLUMN WITH
rrh
-1/4" MIN. EMBED r �_�1-1/4- X 2-1/2" X 14 GA
MIN. EMBED 1_1/2" 1-1/2" CONT. STEEL ANGLE
12 GA, GALV. STEEL
I-1/2" MIN. EMBED 1/16" X 2-1/2' FLAT BRACKETS f3" LONG
/ AT 12" O.C. IN DOOR OPNG. GALV. STEEL
X
MIN. EMBED FILLET WELDS AT 18" O.C. ABOVE DOOR OPNG. ALV. S
AT 12" O.C. MAX. FASTENED T
CONNECTED TO CONT. ANGLE ��W/ (2) 1/4
W/ (3) SPOT WELDS AT EACH SIDE SLOTTED M.!
MIN. EMBED CONTINUOUS ANGLE TRACK REVERSE TRACK CONTINUOUS ANGLE TRACK
TO WOOD BUCK T0_ STEEL, TO CONCRETE AND FILLED BLOC
-1/2- MIN. EMBED, 4" MIN. EDGE olsr.
MIN.
EMBED AND ALTERNATE TRACK INSTALLATION
'
Engr: JAVAD AHMAD FRC
1.765
ER If
1.144
14" SMS 21 3/4"
FROM ENDS MAX. .176 k—
O.C. MAX. WDW. WIDTH
= x * EXTERIOR FRAME * In
X 3/4" SMS _ m . 18 1/8" RIGID PVC ONE PIECE INJECTION RIGID PV,
'8" FROM ENDS q MAX.
1/2- O.C. MAX. v to o D.L.O.
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X62 DEEP
YCARBONATE LEXAN 4 f�
INNOVATIVE PLASTICS'
-0717.01
V.
I
.062 DEEP
#8 X 3/4" SMs INSIDE ELEVATION
1-3/8" FROM ENDS
VD 6-1/2" O.C. MAX. RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS
#8 X 3/4" SMS
WINDOW LITES CAN BE IN ANY LOCATION IN DOOR SECTION
C
® 3/8" FROM ENDS .175 X .062 DEEP
AND 4-1/2" O.C. MAX. I
GROOVE
X 3/4" SMS 3/8" FROM ENDS
7" O.C. MAX. - - - - - - - - - - - - - - - Engr: JAVADAHMAD