HomeMy WebLinkAboutNotice of Acceptance MIAA!ADE MIAMI-DADE COUNTY
ClIMIN1 PRODUCT CONTROL SECTION
11805 SW 26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) N iami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE'(NOA) myw.minmidade.eov/economy
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(ABJ).
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(m 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 Mastery Model 824/811 Steel Sectional Garage Door 10-2"Wide with
Window Lite Option(DP+36.0,-44.0 PSI+
APPROVAL DOCUMENT: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.,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 DATING: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 prod uct.
TERMINATION of this NOA will occur atter 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 shallbe 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 NOTA renews NOA 914-0814.10 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, 15-0304.01
QMIAMI-DADECoUrmr Expiration Date:July 21,2020
is Approval Date:April 23,2015
G$�lb JZD Page 1
DAB Door Company,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS -
1. Drawing No.02-21,titled"24 GA.Roll Formed Steel Sectional Garage Door",dated
09/10/2002,with last revision J dated 11/07/2014,sheets 1 through 5 of 5,prepared by Al-
Farooq Corporation,signed and sealed by Javad Ahmad,P.E.
B. TESTS "Submitted under MOA #11-0414.1211
1. Test Report on Uniform Static Air Pressure Test,Loading and Forced Entry Test per FBC,
TAS 202-94, of"DAB 824 SectiolialResidential Garage Door"prepared by Hurricane
Engineering&Testing Inc.,ReportNo.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.
b. 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-F.arooq Corporation,dated 09/22/2014 and
07/24/2014,signed and sealed by Javad Ahmad,P.E.
641b��)�
Carlos M.Utrera,P.E.
Product Control Examiner
NOA No.15-0304.01
Expiration Date:July 21,2020
Approval Date: April 23,2015
E-1
DAB Door Company,Inc.
NOVICE OF ACCEPTANCE: EVIDENCE SUBY11TTED
C. CALCULATIONS (Cont.)
"SSuhmiited 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.
"Submitied 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 02/2412016.
"Submitted underNOA#05-0228.02"
6. Test Report on Accelerated Weathering Using Xenon Arc Light Apparatus Test per
ASTM G155 of`TVC 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 04-1251,dated 11/29/2004 signed
i
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 add sealed by J.L.Doldan,P.E.
F. STATEMENTS "Submitted underNOA#Z4-0814.10"
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.
Carlos M.Utrera,P.E.
Product Control Examiner
NOA No. 15-0304.01
Expiration Date:July 21,2020
ApprovalDate:.April 23,2015
E-2
-- PUSH NUT TOP FIXTURE 5-1/2" X 2-3/4' X 0.1" [�
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-FASTENED TO END STILE WITH TO BE INSTALLED
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END ROLLER HINGE 1 1 CENTER STILES Z
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WITH (4) 814 X 3/4" SDS OPNG. AREA NOT TO EXCEED 120 SO. IN. WOOD GRAIN DESIGN L_ A O z
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HANOUTSOLE END STILE RAISED PANEL EMBOSSED DOOR Max. Size 16'-2" X 16'-0" High
With Window Lite Option
81 X 3/4" SELF DRIWNG SCREWS MAY BE USED -
1N�EU OF 814 X 5/8"SMS- DESIGN PRESSURE RATING = + 36.0' PSF.
LOCK BAR GUIDES LL
INSTALLED 14 ENO STILE THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT - 44.0 PSF o h
VYRH (4) 814 X 5/8" SMS GENERAL NOTES
2 Q 18T X .6W LOCK BAR J. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE 2 o w
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ON EACH S1DE OF DOOR c R
INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). o� u v
CENTER STILES SCHEDULE'A' m a
OUTSIDE KEYED LOCK 2. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, 10
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CENTER mLEs CONFIGURATION ANCHOR EMBEDMENT TO BASE,MATERIAL SHALL BE BEYOND WALL ' Z
0 0 A ® ®� DDDR WIDTHS aF CENTER SnLEs DRESSING OR STUCCO.
� LOCK BAR LOCKING SHOWN -e'-0"TO 9'-10' 2 3. ALL BOLTS, NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL
_ ALTERNATE TO 10'-0'TO 11'-10' 2 C N^ p^ e
SPRING LOADED SLIDE BOLT -• - 4, ANCHORING OR LOADING CONDDIONS OTHER THAN THOSE SHOWN IN o c N S g
12'-0'TO 13'-f0" 3 THESE DETAILS ARE NOT PART OF THIS APPROVAL. H o o ^o
LOCKS SHOWN ABOVE I 8'-0"TO�9'-10" 14'-D'TO I5'=10' 4 5. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD-ONLY.
DOOR WIDTHS 15'-11'TO 161-211 5
DOOR TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF FLORIDA 0
BUILDING CODE,TAS-202,TAS-201 do TAS-203 FOR.HVHZ AND
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6 PER HINGE END STILE, CONNECT TO PANELS WITH O
FLAPS AND (5) OR (6) 3/16"ALUM RIVETS POSITIONED AT EYE LEVEL
1/2' X 1-3/4" X ,058" FORMED STEEL SEE DETAIL ABOVE
GLUED TO PANEL AND SECURED TO AN
END STILE WITH (4) 3/16"POP RIVANCHORS AT TRACK BRACKET:
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POWER-BOACK 'POWERS'
1-7/8'-X 2-5/8" X 049' STEEL. EDGE Ln.D S2
CENTER STILE, GLUED AND RIVETED DISTANCE A) 2' MIN. EMBED INTO CONCRETE (3000 PSI MIN.) , '^ €
TO PANEL W/ (4) 3/16" RIVETS3/16• ` , 2" MIN. EDGE DISTANCE 2
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2-1/4" MIN. EDGE DISTANCE INTO CONCRETE
1 4" MIN. EDGE DISTANCE INTO FILLED BLOCK
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1/2'X 3" X .104" * 5/16" SLEEVE ANCHORS CENTER SUPPORT READ. ON DOORS WITHOUT INSULATION OR WINDOWS,
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18 X 3/4" HEX HEAD - WELDED TO 1-1/2"X 1-1/2' X 14 GA ANGLE -- A J FIRST AT 3" O.C., REST AT 9'O:C. m
& NUTS. FASTENED TO TRACK - -- CONNECTED TO FLAG BRACKET•ANGLE q a N
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1-3/4"X .058" FORMED STEEL HEIGHT 1ST 2ND 3RD 4TH 5TH B7 82 B3 B4 I B5 66 87 B8
D PANEL AND FASTENED TO ---�
STILES WITH -—1 6'-0" 18".18' 18' 18,N/A 1"TO 2"11-3/4" 23" 34' 45° 56" 67" -
ffTi" POP RIVETS 6'-6' 21" 18' 18"21"N/A 1" TO 2"11-3/4" 23" 34° 45" 56" 67" —
:ETING RIB 7'-0" 21" 21" 21"21"N/A 1" TO 2"11-3/4" 23", 34" 45" 56" 67'
STEEL ROLLERS 7'-6' 18" 18" 18" 18" 18"1"TO 2"11-3/4" 23' 34" 45" 56" 67" 78-1/4"
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DIA X 4-1/4" STEM w *-SECTIONS ARE NUMBERED STARTING AT THE BOTTOM zo M
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ION TO WOOD SUBSTRATE (WOOD SPECIFIC GRAVITY SG=0.55 MIN.) -0
iHOWN ABOVE SHOWS 2X6 SYP WOOD BUCK ATTACHMENT w W M
IESE METHODS ARE FOLLOWED NO ADDITIONAL CALCULATIONS/DESIGN
;N OF GARAGE DOOR ANCHORAGE. 1L
'UCATIONS WITH NO ENGINEER OF RECORD, INSTALLATION MAY BE __ (3 U)
THE BUILDING OFFICIAL UPON INSPECTION. ANCHOR SPACING - u m
ANCHORS STRUCTURE EMBED SPACING EDGE QIST. g CIO
3 8 HLC SLEEVE BY HILTI CONC. 1-1 4' e' 2"
3 8 CONFLEX BY 'ELCO' IFILLED BLOCK 2" 8' O � N
3 8' DYNABOLT BY rrW' CONC. 1-21/2-i 8' 2-1 2" O z
STEEL STRUCTURE BY OTHERS 3/8 POWER-BOLT BY POWERS CONC. 2" _ 8' 2" o 0 ¢= o
5/16' X 1-5/8" •MUST SUPPORT THE LOADS IMPOSED 3 8 SLEEVE-ALL BY SIMPSONS' CONC. 1-1 2" 8" 3" � Lot,]
LAG SCREWS BY DOOR SYSTEM - .d m(n J
AT 12' O.C. CONCRETE Ike= 3000 PSI MIN- Q cV G w
5/16" 01A BOLTS C-90 GROUT FILLED BLOCK Ym 2000 PSI MIN. w '-_
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HERMAIC UT
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'HICH SHALL BE ANCHORED TO
OR CONC. COLUMN WITH �� Q
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3/4' MIN EMBED 1 16' X 2-1 2' FIAT BRACKETS t3' LONG d i b
/ / AT 12" O.C. IN DOOR OPNG. GAL.BSTEEL TRACK CA
FILLET WELDS AT 18" O.C. ABOVE DOOR OPNG. FASTENED TO TRACK PLATES
AT 12" O.C. MAX. CONNECTED TO.CONT.ANGLE W/ (2) 1/4-20X5/8'TRUSS HD.
W/ (3) SPOT WELDS AT EACH SIDE SLOTTED M.S. k LOCK NUT iri +• a
1/2" MIN. EMBED '-
CONTINUOUS ANGLE TRACK REVERSE TRACK CONTINUOUS ANGLE TRACK •N c 0 0 = o
F TO WOOD BUCK - TO STEEL TO CONCRETE AND FILLED BLOCK ` o-
C
ITH 1-1/4'MIN. EMBED, 4" MIN. EDGE DIST.
1/4"MIN. EMBED AND ALTERNATE TRACK INSTALLATION N
Engr.JAVAO AHMAD o e
CM�L� YRODUCTRENEW T:D j
ID OR ARCHITECT TO VERIFY F C.AN 3538 92 B� � 0 1 S
IPPORT LOADS IMPOSED 4.01 o. o a 3
JGS WITH NO ENGINEER OF
.D AND APPROVED BY BY C drawing nngo.1
5.16' X 62 PSF)/2 = 291 Lbs per FL. 2015 O -L I J
1.16' X 44 PSF)/2 =355.5 Lbs per FL.
shee14 of 5
.50a .250 .
* PLASTIC COMPLIES WITH a
CHAPTER 26 OF FBC N
STEEL MIN, SEE EVIDENCE PAGE
2.765 1.725 Q 00
ASHER 1.144 1
X 3/4'SMS 21MAX4" 176--1 }�—.80a "'a Wj c1 0
/s"FROM ENDS .0 0 Q p o
7" O.C. MAX. x wow, WIDTH EXTERIOR FRAME INTERIOR FRAME a
x N o
W 18 1/8" RIGID PVC ONE PIECE INJECTION IRICID PVC ONE PIECE INJEGTION
#8 X 3/4'SMS :r = O MAX. U.z y-°w
-3/8" FROM ENDS ter"g 0 J D.L.O. J i7 M ..
6-1/2-O.C. MAX. a Q J
13 0k'
hJ . 0=
X .062 DEEP ED
Ell
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VE
J 4 1 � -
POLYCARBONATE LEXAN t7
ASIC INNOVATIVE PLASTICS' ,. —
I13-0717.01 i _ C3_ a
DO ui
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I C1 z
m m v
J J J
r,
i X .062 DEEP Lsi Fzi+
OVE O N U N
(4) ga x 3/4" SMSINSIDE ELEVATION
-® 1-3/8' FROM ENDS RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS ayi o 3 0
AND 6-112'O.C. MAX, WINDOW UTES CAN BE IN ANY LOCATION IN DOOR SECTION x x a
#8 X 3/4" SMS Q ,
® 3/8' FROM ENDS •175 X .062 DEEP c v !
AND 4-1/2'O.G. MAX. GROOVE O
r-� •� �o u � o
#.8 X 3/4' SMS
®3/8"FROM ENDS
AND 7' O.C. MAX. �- -_-^ w
En9r:JAVAD ANMAD PRIDI[X1GT RIED �o
CML se0MpWNVft*eiFlo" T
DIA WASHER -_ _-'J -'-•- - - FA. PE 111705 2 'BadinsCID&
'"_
...--- — CAN.3538 Aeacplawe No uE d
DOOR PANEL EXTERIOR BY
24 GA (.024)STEEL MIN. 15 �n+rac?kroF drawing no.
15/16" MIN. D.L. OPG. u
24) STEEL MIN. GLAZING SITE 02-21
w3NDOW WIDTH
sheek 5 of 5