HomeMy WebLinkAboutNOA; Hurricane Master Model Steel Sectional Garage Doorwti W
COl1NT:Y ,RPI
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 MA) www.miamidade.gov/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 (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 up to 9'4" Wide w/
Window Lite Option (DP +50.0, -60.0 PSF)
APPROVAL DOCUMENT: Drawing No. 01-09, titled "Sectional Garage Door", sheets 1 through 5 of 5,
dated 02/01/2001, with last revision K dated 03/21/2016, 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
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 # 15-0317.02 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.
MIAMI•DADE NOA No. 16-0330.02
COUNTY
Expiration Date: August 9, 2021
Approval Date: June 23, 2016
40Z1.z Page 1
-File Copy
DAB Door Company, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. 01-09, titled "Sectional Garage Door", sheets 1 through 5 of 5, dated
02/01/2001, with last revision K dated 03/21/2016, prepared by Al-Farooq Corporation,
signed and sealed by Javad Ahmad, P.E.
B. TESTS "Submitted under NOA # 09-0128.04"
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 TBC 2411 3.2.1, TAS 202-94
along with marked -up drawings and installation diagram of a DAB 824 24 GA
Sectional Garage Door with Fixed Windows, prepared by Hurricane Engineering &
Testing, Inc, Test Reports No. HETI-08-2149A/B, dated 06/27/2008, signed and
sealed by Candido F. Font, P.E.
"Submitted under NOA # 09-0128.04"
2. Test report of Tensile Test per ASTM E 8, Report No. HETI 08-T182, prepared by
Hurricane Engineering & Testing, Inc., dated 12/23/2008, signed and sealed by
Candido F. Font, P.E.
"Submitted under NOA # 01-0516.03"
3. Test report of large missile impact test per PA 201 and cyclic wind pressure test per
PA 203 on "Sectional Residential Garage Door", prepared by Hurricane Engineering
& Testing, Inc., Report No. HETI 01-974A, dated 01/.29/2001, signed and sealed by
Hector M. Medina, P.E.
4. Test report of Uniform Static Air Pressure Test per PA 202 and Force Entry
Resistance Test on "Sectional Residential Garage Door", prepared by Hurricane
Engineering & Testing, Inc., Report No. HETI 01-969, dated 01/18/2001, signed and
sealed by Hector M. Medina, P.E.
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 08/17/1998,
signed by W. A. Jackson, P.E.
o6PIV
Carlos M. Utrera, P.E.
Product Control Examiner
NOA No. 16-0330.02
Expiration Date:. August 9, 2021
Approval Date: June 23, 2016
E-1
DAB Door Company, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS "Submitted under NOA # 14-0814.04"
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.
"Submitted under NOA # 09-0128.04"
2. Anchor verification calculations prepared by AI-Farooq Corporation, complying with F.B.0
2007, dated 12/19/2008, signed and sealed by Humayoun Farooq, P.E.
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER)
E. MATERIAL CERTIFICATIONS
I. Notice of Acceptance No. 15-0915.08, issued to SABIC Innovative Plastics, 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 Cellofoarn 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 Arc Light Apparatus Test per
ASTM G155 of "PVC Extrusion Material", prepared by Hurricane Engineering &
Testing, Inc., Report No. BET104-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 5t' edition (2014) FBC and of no financial interest
issued by Al-Farooq Corporation, dated 03/21/2016, signed and sealed by Javad hmad, P.E.
Carlos M. Utrera, P.E.
Product Control Examiner
NOA No.16-0330.02
Expiration Date: August 9, 2021
E
Approval Date: June 23, 2016
-2
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7-1/2• X 3• X G]1• GALV. STEEL
END ROLLER HWCE
W/ (6) it X 5/8• SMS,
WITHOUT DELRON SLEEVE (SRC.)
WITH DELRON SLEEVE (OPTIONAL)
Z&
1 m 1I`
2• X 2-1/4• X .071• ; ----
STEEL CENTER NWGE
W/ (4) 114 X 5/8• SUS
WITH DELRON SLEEVE (OPTIONAL) - B
LOCK
2/ ODOR
e 11 ,• W X .15• THK. LATCH
I I 1
STANDARD LOCK
1L SPRING LOADED SLIDE BOLT (BOTH SIDES)
FASTENED W/ (4) /14 X I/2• S.U.S.
-- 5/B• MW. LOCK ENGAGEMENT i
-. CONFORMS TO SECTION 1008 REGARDING GYMBLr DEWS
---------------------
158 DIA GALV, aRcr4ET TYPE / m
r�mr A NICO-PRESS SIELyE
N/ MIN. 5 TO 1 SAFELY FACTOR 1 1H1111
i
e• X a' x ATE if i
WITH (2) /14 STEEL PLATE •Y U m 1
TOP F0011RE 5-1/2• X 2-3/4• x 0.1•
5TE0. PLATE WITH ONE 5/16-19 US W/ NUT
FASTENED TO ENO STILE WITH
OPDONAI DOOR NEWQE
(6) /14 X 3/4- SELF DRILLING SCREWS TO BE INSTALLED AT
�CENTDt SLOE
CENTER 5'TIE-
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/ (O(33PjjTIONAL vETT L — A
OPIXWG AREANOTTO EXCEED
120 SO. IN. COIANW. DESIGN
MA)(. DOOR WIDTH
WOOD G2UN DESIGN
`
BRACKET BRACKET INSIDE ELEVATIDN
STO. DFT DOOR LOW HEADROOM DOOR OPTION RAISED PANEL EM8055E0 DOOR
7-7/a• % 3-1/B• x .010•
STEEL PLATE
DAD DOORS INC.
CENTER STILE
'
WITH (4) /14 X 3/4• SOS '
HWr T.— Moeter® Modal 824/811
OUTSIDE
/74 X 3/4' SELF RIWNG SCREWS MAY Be USED
Mo.. Size 9•-r X 16'-O' High
HANDLE
END '+TIEE W UEU OF 014 X 5/8• SUS
With Window LRe Option
LOCK BAR GUIDES THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT
DESIGN PRESSURE RATNO u + 60.0 PSF
•
INSTALLED ON END STILE
WITH (4) /14 X 5/6• SMS GENERAL NOTES
PRODUCT RENEWED
Q 18T X .fiW LOCK Bl9 1. MS PRODUCE HAS BEEN DESIGNED AND TESTED TD COMPLY WITH THE
a PlyyLongg WIN NW Florid.
I.,. B C tlW
ENGAGES IN TRACK
ON EACH SOT AC ODOR REXIMETOS OF THE 2014 (5TH EDITION) FLORIDA, BDLDWG CODE MWDWG
NDA-No. 18-0330.02
HIGH VELOCITY HUPRICAME ZONE (HVM).
O ID KEYED O K OPTIONA) B ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS.
C41 CH BASE MATERIAL SHALL BE BEYOND WALL
1 11
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LOCK ON LOWNO SHOWN RESSINGEMBEDMENT
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iN SPRINGBO G
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SLIDE LT a. ALL BOLTS. NUTS AND WASHERS SHALL BE WC PLATED CARBON STEEL.
lAD� OWN ABOVE
on tl Alm ..--I
0692
4. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN
THESE DETAILSARE NOT PART OF THIS APPROVAL
5. A UMD DURATION IN bR IS LI LIMED IN DESIGN OF ANLTgRS RTG WOOD,ONLY..
()'• LEES i s
DOOR TESTED IN ACCGR CE WITH THE 1101.DIFNIS Oi 0.0RIOA
BUILDING CODE, TA3-202. TA5-201 k TAS-21U FDR Ie 1 Alm
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SOUIXEHN 11141..
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1 1 1/2' MIN
1.9'X 2.19'X 3.3'X.102'
STEEL TRACK BRACKETS
SEE SHEET 3 FOR SPADING
/ INSTALLED ON
STEEL % CKt/9" x 1• (STANa
12 GA x 3_5/15• % I-1
FASTENED TO RACK RATES
W/ 1/4-2A x s/B' TIIKS M.
.024' SR PANEL
OUTSIDE OF DOO
9
LACK BRACKET FASTENED SOLID BRAS$ DDOR VIEWER
I JAMB WR11 BY 'SCHIAGE SECURDY HARDwpFE'
1-5/B" IAo SCREW INSTALLED IN 9/15' DIA HOLES IN CENTER STILE
XRFMFa
BRICK POSRIONED AT EYE LEVEL
OPTIONAL STOP uOULDINO
BY DOOR INSTALLER
61 PER MAGE�S 3/4' X 2' X 2-1/2' % 18 GA
FAD SIRE WNNQ; TO PM1D
1/2' X 1-3/4• X .059• FORMED STEEL FLAPS AND 3/16' ALLN
GWEG TO PANEL Ni0 SECURED TO SEE DETAIL
ENO STILE WTHI 3/I6• POP RN O 12' O.C.
1-7/6• X 2-5/8• X .045' SLED.
CENIER STRE GWEO AND RNETED
TO PANEL W/ (4) 3/m" RNEIS
POP RWET57,
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SECTION B-B END RDLLER HINGE
INTERIOR SIDE tat' DIL X .30' STEEL ROL
tax• DIA. x a0' NYLON ROLLERS
2.75' OIA. X .50' STED. ROLLERS
2.75' A. X-50• NYLON ROLLeNS
24 GA STEEL PANEL
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3/I6" ALUM RIVETS
011"
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2-J. % 5-1/2' % J' x .tOI' 3/10' SLEEVE MORONS
(// S
SLLER WITH 1-1/C 0"M INTO LIASONRl1
TOP ROLLER BRACKET ON FACN SR)E
_
F/S ED W/ (6) / 1! % 3/B' 511.5. _ J PER BRACKET
AM TH1l. GALV. STEEL ADJUSTABLE
SJOE FASTENED TO BRAOIO:T 2-1/2' % 4-1/4' % 13 W STEEL PIAlT3
I: 5/I6-1B X 3/4' NIX NLN WEIDM TO 1-1/2• X 1-1/2' X 1♦ GA ANGLE
U. SCREWS 8: NUTS fASTFN D TO TRACK
Top BRACIQT WITH (4) 1/h20 SO. BOLT 0 NUTS
(STANDARD)
-
- TOP BRALTtET
a.
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t
LOW HEAD Do
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HORIZONTAL REWE'ORCEMENT
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1/2' X 1-3/1' X A59' FORMED STEEL 2' % 5-1/2' % .104'
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'CAL SERFS WIN FAGTOTm W/ fi) / 14 x s/e• sus.
(2) J/I6' POP TENETS 0 R LIFA BRACKET FOR
LOW HEIOROOM DOOR OPTION
HORIZONTAL RONFORCEVENT
1/2• X 1-3/4' X .039' FORUM STEEL
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VEHfICAI STELES WTN
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ISO-26 POLY-150CVANURATE
OEN9I1'I 20 PCF
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N.OA /15-120J.04
OR
Om" - 0.91 PCF
KOA #'hwl1.OB
14 CA CALV. STEEL
ROLLER HMO ES FASTENED
W/ (4) 114 % 5/6' SAS
1
MIN. AN' ROLL FORUM STEEL PANEL
DAA—G QUALIFY 10 1
MIN. VOLD STRENGTH - 34 K9
WIN PRIMER AND BAKED -ON
POLYSIER PANTED TOP COAT
APRIED TO BON SIDES OF STEEL
12 GS W.V. STEEL
BO'IpY BWDNET F/STENO
W/ (4) /f4 % 5/3' SYS
BOTTOM SEAL OPRONS
SEE SHEET 4
CA CALV. STEEL TRACK
2 X 2 X 1/e' NO PoL ANGLE
SPOT WELDED 70 HORIZ. TRACK
/
4
WITH TNO WELDS AT 1-1/2- APART
1�
FIRST AT 3' O.C.
REST AT 9. O.C.
CONNECTED TO FLAD BRACKET ANGLE
W/ 3/8-15 K 3/4' BMT k NUT
ANO TO MINDSHAFT .GUIDE W1M
(2) 1/4-20 % s/B' BOLT h NUf
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LLC( BRADKETS Z ul
So To TRACK WITH KoK I
BOL15 h NUTS. O O U m
U O Z qx
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VERTICAL LIFE HIGH LIFE STANDARD LIFT DO �,HEADROOM `o a d
DOUBLE TRACK
AVAI AB F TRACK OFRTONS -
PRODUCTRENEWED ••'-TQ 4
I In with the iTRAde a4. -
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NDA-No. 10-0330.02 7m
I Plnu. to OBl09/2021 )• 4 v r- b
B O,n% GP W drawingI.
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MIN.
WOOD
d
T+6'DFAROM bEDS I "I'ANO61B. D mm
AND IV 0.G 4A%. "Co'-, I
OPTION 'AOPTION 'B' v
WOOD BOCK CONNEMON TD WOOD S IBST A (W000 SPECIFIC GRAVITY 50-0.55 MIN.)
THE INSTNUTON MEHODS SHININ ABOVE SHIN 2%6 SW W000 BUCK ATTACHMENT
TO WOOD STRUGTIINES. B THESE METHODS ARE FOLLOWED NO ABGBONAL CAICUTATIONS/OESIGN
WILL BE REQUIRED FOR DESIGN OF GAWL6E DOOR ANCHORAGE
FOR DOOR REPLACEMENT MPUCAMNS WITH NO ENGINEER OF RECORD, INSTMJATION NAY BE
VEAIFIDJ Ma MPRWEO BY THE BUILDING OFT%SAL. UPON INSPECTION
5/t6• % 1-S/B'
LAG SCREWS
AT 12' D.C.
WDOD B I .K ANN TION TO MASONRY
PREAURE TdATED 2%6 SYA W000 JAMBS WHICH SHALL BE ANCHORED TO, A '•
GROUTED REINFORCED W DNRY BLOCK WALL OR CONC. COLUMN WITH
1/K• ULIMCON BY 'ELOO' WITH SPACING OF
16' O.G INTO BY
FILLED BLOCK WALL, WRH 2-1/A' MN. EMBED
TV OG INTO ]m0 P51 CONCRETE WIN 1-3/4' YIN. EMBED
2-1/2' MIN. EDGE DISTANCE
-I/a'
IC TMPEA B ROUT FILi W011 SPACING OF
IV 0.0. NTO GROUT FILLED BIDCN WALL WON l MIO MN. EMBED
16' O.C. INTOEDGE
MST P51 CONLPETE WffH 1-J/+' MINK. EMBED
J' NIN EDGE DISTANCE 1/1F61'�21
J/S' CONREY 8Y 'ELLO' BR AT 12, O.C.
3 IDf BY 'ON' NTN SPAFJNG OF
2+' O.C. WTO 3000 PSI CONCRETE WITH 2-1/2' MN. EMBED
1' MM EDGE M54VECE CONTINUOUS ANGLE MACK
J�B' Nl0 SLEEVE BY 711LT WIM SPACNG OF i TO N000 BUCK
B 0.G INTO CRdli' FILLED BLOCK WALL WITH 1-1/P NIN, BASED. C MN. EDGE DIST.
15' O.G Il10 Na P9 CONCRETE: WITH 1-1/N' IM EMBED AND
2-1/2 ' MM EDGE in
PREPARATION OFPREPARATON OF JAM����S
FOR NEW CONSiRUCTWN EN=EER OF RECORD OR MCHGER M VERITY ABEOLM OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED
Bf DOOR SYSTEM.
FOR DOOR REPLACEMENT IN RETROFIT BUILDINGS WITH NO EMGREER OF
RECORD, DOOR INSTALLATION LAY BE RENEWED AND APPROVED BY
BUILDING gF1CAl. UPON INSPECTION.
MA%WUM EXTERIOR(+) LOAD PER JAMB : (93pe 7 % 50 PSF)/2 - 233.3 Lb, r FL
YA%WGM INTERIOR(-) LOAD FOR JAMB m (9.33' X 60 PSr)/2 . 279R Ibe per m
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