HomeMy WebLinkAboutProduct Approval RECEIVED SEP 22 2017
MIAM PDADS 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) mvw.miamidade.eov/economy
DAB Door Company,Inc.
12195 NW 98"Avenue
Hialeah Gardens,FL 33018 F L E kCY
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 last revision K dated 03/09/2015,sheets l 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 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#14-0814.10 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
MIAMI•DADECOUN7Y Expiration Date:July 21,2020
�FA...I I IS Approval Date:April 23,2015
nq 20 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 I 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.
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-Farooq Corporation,dated 09/22/2014 and
07/24/2014,signed and sealed by Javad Ahmad,P.E.
Q4 i6�?,al�
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.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS (Cont.)
"Submitted 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.
"Submitted under NOA#09-0128.02"
D. QUALITY ASSURANCE
1. 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 CeIlofoam North America Inc,for their
Expanded Polystyrene Block hisulation,approved on 02/24/2011 and expiring on 02/24/2016.
"Submitted underNOA#05-0228.02"
6. Test Report on Accelerated Weathering Using Xenon Arc Light Apparatus Test per
ASTM G 155 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#14-081410"
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
Approval Date:April 23,2015
E-2
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HOCH, CONSISTS OF EACH OOOR 7-7/8'.X,3-1/8-X.010, OP710NAL VENTS
6'-6• 2 SECTIONS HV 2 SECODNS TI' STEEL PE OPTIONAL FLUSH FACE K
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8'-9' 1 SECTION 1S' 3 SFLIXeS 21• WITH(4)RT6 X J/4.60.4 Of+N C.AREA NOT 70 E%CEED 120 50.M. WOOD CRAW DESIGN L_ A Q Z=
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e'-]•2 SECTIONS le•]SEGaNS 2T' HANDLE END STILE
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8'-9' 5 SECTIONS 21'- R14 X J/a'SELF ORRLNC$CREWS MAY-USED
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IF-6" 1 SECTIONS te•2 scrnats 21 wTM(4)RI4 X 5/B'SMB THIS PRODUCT IS RATED FDR TARGE MISSUE IMPACT GENERAL NOTES a
9'-9' 3 SECTIONS 18'3 SOCTIONS 21' 4 e k €E
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10'-Y t SECTION ISI' 3 SECTION,,2t' ENGAGES IN TRACK REQUIREMENTS OF THE FLORMA BUILDING CODE(FBG)FIFTH EDIION(201 i)
Hr'(i,6 SECTIONS 21'- ���SSS ON EACH SIDE OF DOOR UOYUOLVG NCR VEL001Y HURRCANE ZONE OMIT). Y
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11' S SECTIONS 18'Z SECTIONS 21 CENTER SOLES CONBCORATION 2 ANCHORS SMALL BE AS LISlEO,SPACED AS SHOWN ON DETAILS. Q i i
ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL
11'-3'3 SECTIONS IS']SECTIONS 21' m Q��I. ®� DOOR WIDn15 0 OF CENTER STIES DRESSING OR STUCCO.
Tl-6']SECTIONS 18"<SECIIOAIS 21 LOCK BUR LOCKING SHOYN B'-0'TO 9'-10" 2 3. ALL BOLTS,NUS AND WASHERS SHALL BE 2INC PLATED CAR80N STEEL. o e
11'-9'2 SEC110N5 1B'S SttTI0N5 21' ALTERNATE TO `
12' 1 SECTIONS 18'6 SCCI101s 21' - SPRING TE OEO SLIDE BOLT F--- - 4, ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN p -ry o 9 0
1Y-J'7 SFCTTGN. 21'- LOCKS SHOWN ABOVE 72-0'TO I3'-10' ] THESE DETMS ARE NOT PARE Di 1M5 APPROVAL. _
12'-8•B SECTIONS Ifi'2 SECTIONS 21 8'-0"TO 5, A LOAD DURATION INCREASE S USED M DESIGN OF ANCHORS ORD WOOD DAILY.
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DOOR WIDTHS DOOR WIDTHS
14'-8'5 SECTIONS 18'1 SECTIONS 21
14'-9'1 SECTIONS 18'15 SECTIONS 27'.1 _ _ � ,, �
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15-9.9 SECTIONS 21'- �12'-0'TO __���I5'-11•TO 16'-2' ��
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SECTION A-A 02-21
SEESHEET 2 FOR LOCATION
OF REINFORCING TRUSSES - sheet 3or 5
]4' 4AI
' RCEMEW 1
M. '%STEEL %.056'
STEELDIST. 19 x 1SELF ORWNC SCREWS 1� x F1-1/2MRL OR EPOtUW1G SLREVISE DOO, p
16 'RHEIC STEEL RWETSOGDONE HEAD 2REINFORCEMENT 1/2•%1-3/4•%.056'1/4'010.lAD SCREWS 1/4OIA LAG SCREWs FORMED STEEL 22BY �' ' OL ENDS WOOD1 `AT6'FROM ENDSAND IS'O.C.MAX. ANO 15'O.C.MAXWSiRIP uUM ADAPTEROOdRUBBER"TRIPPING R W SMPPINC
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Vim-1.750-1
BOTTOM SEAL OPTIONS
OPTION 'A' OPTION'B' eD
WOOD BUCK CONNECTION TO WOOD SUBSTRATE(WOOD SPECIFIC GRAVITY 50=0.55 MIN.) yM11n
THE INSTALLATION METHODS SHOWN ABOVE SHOWS 2X6 SYP•WOOD BUCK ATTACHMENT
TO WOOD STRUCTURES.IF THESE METHODS ARE FOLLOWED NO ADDITIONAL C&UlATION S/DESIGN 4
WLL BE REQUIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE. r
FOR DOOR'REPLACEMEW APPLICATIONS WITH NO ENGINEER OF RECORD,INSTALLATION MAY BE Z Z e
VERIFIED AND APPROVED BY THE BUILDING OFTICUL UPON INSPECTION, ANCHOR SPACING tJ
ANCHORS I5fflUC1URE EUAED SPACING EDGE OIL 8 N [] I
3LWSLEEVE BY CLT GONG.
J 7sALCBY ELCO FLLED BLOCK 3-]4 �oof
STEEL STRUCTURE B/OTHERS J DYNA90LT iW IT19' EANC. t-1.2' O Z
-MUST SUPPORT THE LOADS WOM 3 B POWER-BOLT BY POWERS' GONG 2• B' 2' o� m m Ti n
5/16•%+-s/a' J 6 REEVE-A0.BY Sp1PSOxs CONG 1-+2' B' J' I�S�3
lAG SCREWS BY DOOR SYSEM
AT 12'O.C. CONCRETE Ye a 3000 PSI MILL N=
5116'OIA BOL75 C-90 GROUT FILLED BLOCK Fm 2000 PSI MIN. w�,
_
[AT
WASHER 6 NUTWOOD BUCK ONNECTION TO MASONRY �. . t2'o.c.lux. EDGE DIST. El
PRESSUNE TREATED 2X6 SYP WOOD•IAMBS WHICH SHALL BE NICHOREO TO
GROUTED REINFORCED MASONRY BLOCK WALL OR CGNC COLUMN WITH i _ 4
1/4•ULTRACON BY TELCO'VM SPACING OF b �.
12'O.C.INTO GROUT FALED BLOCK WALL,WITH 2-1/4'MIN,EMBED -
13'O.C.INTO 3000 PSI WNCRETE,WITH t-3/4'MIN.EMSM 1-1 4'X 2-1 2'%14 CA ( 9
2-1/2'MIN.EDGE DISTANCE LI-1/x' 1-1/2' ~•CON SIEEI
1/P TAPPER BY'POWERS'WITH SPACING OF 12 GA GALV.STEEL n
"fol
1'O.G TWO CROUP FRIED BLOCK WALL,WITH 1-1/2'M.EMBED -MT BMCICIS f3'LONG 2-1/0 %1'%14 CA
13.O.0 WTO 3000 PSI CONCRETE,riTM 1-3/4'MIN.EMBED 1/ffi'%2-1/2 AT 1x'O.0 IN DOOR OPNG GALV.STEEL TRACK
3'MIN.EDGE DISTANCE i1LLET WELDS pT la'O.0 ABWE DOOR DPNC. FA�ST((EN))ED TO TFUCK PUTES
J/e'CONFLIX BY'ELOO'OR AT IZ'O.C.NAX CONNECTED TO CONI.ANGLE 'Kale
@%LOCK NUT HD. -
J/6'lOT BY NIRS°WITH SPACING OF - W/(3)SPOT WELDS AT EACH SIDE a ^e
2]'O.G TWO 3000 PSI CONCRETE,WITH 2-1/2'MIN.EMBED CONTINUOUS -
3'MIN.EDGE�OISTANCE CONTHIIJOUS-MEILF TR_K REVERSE TRAM OL5 A-__E TR40K
3/a'RIC SLEEVE BY'KLR'WITH SPACING OF 10 WDDO RUCK TD STEEL f0 CO aETr uO mlm eLOCIf -
10. TD O.C.NGROUT FILLED BLOCK WALL,WITH 1-%4'MW.EU6EO,4'MIN.EGGS DIST.
IS•O.G INTO
3000 PSI CONCRETE,YAIII 1-1/4'MIN.EMBED AND pI TFRMGTF TRACK INSTALLATION
2-1/2•MIN.EDGE DISTANCE
Eigr.JAYM MAIM �
PREPARATION OE JAMBS BY OTHERS cAn E51Dmw RE mwm a
FOR NEW CONSTRUCTION
ENGINEER OF RECORD OR ARCHITECT 1O VERIFYMCAR T4S91 8=-hoa Fkdit , I
MEOIUGY Df SUPPORTING SIHUCNflE TO SUPPORT LOADS IMPOSED ATaT�I1wTb eI d
BY DOOR SYSTEM.
FOR DOOR REP(ALEMEW IN RETROFIT BURDINGS WITH NO ENGINEER OF
RECORD,DOOR INSTALLATION MAY BE REVIEWED AND APPROVED BY r drOWi .
BURDINe OFFICIAL UPON INSPECTION. 2015 �� I( fl2-21ng no
.1
NAXNUM EXTERIOR(.)LOAD PER.LBBB (16,16'X 62 PSF)/2 291 Lt.pec.R
WAXNNM INTERIOR(-)LOAD PER JAMB (16.16'X 44 PSF)/2 m 355,5 Lb.per FL 6hee1 4OT $
• *PLASTIC COMPLIES WITH
DOOR PANEL CHAPTER 26 OF FBC U
2a cA(.024)STEEL InN, SEE EVIDENCE PAGE
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I„ ®1-J/e'FRou pros RAISED PANEL EMBOSSED DOOR WITFI OPTIONAL WINDOWS
AND 6-1/27 D.C.LW%.
C WINDOW UTES CAN BE IN ANY LOCATION IN DOOR SECTION
I is X J/r sus
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§ 8 $
DOOR PANEL E% GPGR o
24 CA(.021)STEEL MIN.DDDR PANEL 16/18'MIN. D.l OPC. {S droWing n0.
24 GA(.024)STEEL ENL CIAMG BITE02-21
WINDOW WIDTH sheet Saf 5