HomeMy WebLinkAboutProduct Approval RECEI!'70 APR 011016
MIAMI•oAOE FILE COPY MIAMI-DADE COUNTY
NMI 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.miamidadegov/economy
DAB Door Company,Inc.
12195 NW 9811 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 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 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 mmnber 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
MADE CO Expiration Date:July 21,2020
-.. nsis Approval Date:April 23,2015
G¢f IL 120 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 AI-
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-114100,dated
01/21/2011,signed and sealed by Candido F.Font,P.E.
"Submitted under NOA #OS-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.
6. 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)Testper ASTM B 117 of a painted 0-40 steel panels,
prepared by Celotex Corporation,Test Report NQ.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.
0Z440*1 �,�
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. 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. I1-0926.07, 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 CeIlofoam North America Inc,for their
Expanded Polystyrene Block Insulation,approved on 02/24/2011 and expiring on 02/24/2016.
"Submitted under NOA##OS-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-AO02,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#14-0814.10"
1. Statement letter of code conformance to the 51'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
7-1/2"X 2-1/4'X 18 GA. -- PUSH NUT TOP FIXTURE 5-1/2'X 2-3/4"X 0.1" I1 m
GALV.STEEL CENTER HINGE ��O `� STEEL PLATE WITH ONE 5/16-18 MS W/NUT OPTIONAL DOOR VIEWER is
W/ (4)014 X 5/8'SMS i -FASTENED TO END STILE WITH TO BE INSTALLED AT
O WITHOUT DELRON SLEEVE(STD.) 1 (6)014 X 3/4"SELF DRILLING SCREWS ANY CENTER STILE M tNlI
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STEEL TRACK BRACKET FASTENED BY'SCHLAGE SECURITY HARDWARE'
TO WOOD JAMB WITH ® 14 X 5/8'SMS 3/4"X 2'X 2-1/2"X .049"STEEL INSTALLED IN 9/16" DIA. HOLES IN CENTER STILE U
5/16"X 1-5/8"LAG SCREW 6 PER HINGE END STILE,CONNECT TO PANELS WITH
(FULLY THREAD7A)
FLAPS AND(5)OR(6) 3/16'ALUM RIVETS POSITIONED AT EYE LEVEL
HEX WASHER HEAD TYP1/2"X 1-3/4'X.058'FORMED STEEL SEE DETAIL ABOVE
ONE PER BRACGLUED TO PANEL AND SECURED TO ANCHORS AT TRACK BRACKET:END STILE WITH (4)3/16'POP RIVETS S/{I'DIA POWER-BOLT BY'POWERS' 8=iSOUTHERN PWE • 1-7/8"X 2-5/8 X.049'STEEL DISTANCE A) 2EDGE "MIN.EMBED INTO CONCRETE(3000 PSI MIN.) c ~0.55 S. CENTER STRF.GLUED AND RIVETED 2'MIN.EDGE DISTANCE
TO PANEL W/(4)3/16"RIVETS 3/16• - 33 3g 33
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DISI. 4/HINGE °� B) 1-1/4"MIN. EMBED INTO CONCRETE OR FILLED BLOCK
2-1/4"MIN.EDGE DISTANCE INTO CONCRETE
1 I 4"MIN.EDGE DISTANCE INTO FILLED BLOCK
CONCRETE f'e -3000 PSI MIN. w n
C-90 GROUT FILLED BLOCK I'm = 2000 PSI MIN. H°0 6 0 ,
1.9"X 2.19"X 3.3"X 090' ANCHOR TYPE A OR B
STEEL TRACK BRACKETS I , , , , (1)PER BRACKET O
SEE SHEET 3 FOR SPACING SEE SHEET 3 FOR BRACKET SPACING
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12 C0. X 3-5/16'X 1-1/2"(OPTIONAL) 7/8"PUSHNUT 1.82NYLON ROLLERS (OPTIONAL) M 0 D15 �1
FASTENED TO TRACK PLATES INSTALLED ON ROLLER SHAFT 2.75DIA. X.50STEEL ROLLERS (OPTIONAL))))))— C_2
5/8'TRUSS NO. 2.75"DIA X .50"NYLON ROLLERS (OPTIONAL) ll��
LOTTED M.S.h LOCK NUT SECTION 8-8 WITH 5"STEM sheet 2aT 5
POP TINCTS 1-1/2-X 1/2"X 1/8"HORIZ.ANGLE r' m
5/16"X 1-5/B' LAG SCREWS INTO WOOD OR HORIZ.TRACK SUPPORT, FOR DOOR HEIGHTS UPTO 8 FT. �v
2-3/4"%5-1/2"X 3"X.104" - _ 5/16"SLEEVE ANCHORS CENTER SUPPORT REOD. ON DOORS WITHOUT INSULATION O WINDOWS. A� N
GALV.STEEL WITH 1-1/4'EMBED INTO MASONRY EXREEDING 8 FT-IN HEIGHT 2"X 2'% 1/8'HORIZ.ANGLE 'Y I
OP ROLLER BRACKET ON EACH SIDE 3 PER BRACKET II p FOR DOOR HEIGHTS ABOVE B FT.OR o
FASTENED W/(6)0 14 X 5/8'S.M.S. II 1 DOORS WITH INSULATION OR WINDOWS 0 w
SPOT WELDED TO HORIZ TRACK
14 CA.GALV.STEEL ADJUSTABLE WITH TWO WELDS AT I-1/2°APART 5 g
SLIDE FASTENED TO BRACKET 2-1/2'X 4-1/4"X 13 GA STEEL PLATES _J FIRST AT 3"O.C.,REST AT 9'O,C.
W/5/16-18 X 3/4'HEX HEAD _ - WELDED TO 1-1/2"% 1-1/2"X 14 GA ANGLE -- A CONNECTED TO FLAG BRACKET ANGLE a
M.SCREWS&NUTS. FASTENED TO TRACK - -- W/3/8-16 X 7/4"BOLT&NlR' G a
WITH (4) 1/4-20 SS.BOLT&NUTS -- 1TGRQ.TRACK LENGTH = OPENING HEIGHT PLUS 12' AND TO SPRING SHAFT GUIDE WITH 1J ,e;
TOP BRACKET - - (2) 1/4-20 X 5/8"BOLT&NUT TTTSuuu
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GLUED TO PANEL AND FASTENED TO 2-1/8"X 1"X.OBD' 0 AT
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GLUED TO PANEL AND FASTENED TO —�
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PLASTIC/STEEL ROLLERS 7'-6" 18' 18' 18"18" 18"1"TO 2"11-3/4" 23" 34"- 45" 56' 67" 78-1/4" cccg`�
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DRAWING DUALITY G-40 O
MIN.YIELD STRENGTH- 39 KSI - 3
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BOTTOM SEAL OPTIONS
OPTION 'A' OPTION 'B'
MOOD BUCK CONNECTION TO WOOD SUBSTRATE(WOOD SPECIFIC GRAVTIY SG=0.55 MIN.)
THE INSTALLATION METHODS SHOWN ABOVE SHOWS 2X6 SYP WOOD BUCK ATTACHMENT n
TO WOOD STRUCTURES. IF THESE METHODS ARE FOLLOWED NO ADDITIONAL CALCULATIONS/DESIGN Q W
WILL BE REQUIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE.
FOR DOOR REPLACEMENT APPLICATIONS WITH NO ENGINEER OF RECORD, INSTALLATION MAY BE _. Z i'-17j A
VERIFIED AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION. ANCHOR SPACING —'0 W m
ANCHORS STRUCTURE EMBED SPACING EDGE DIST.
3 8 HLC SLEEVE BY HILTI GONG. B' 2'
Of w
8"CONFLEX 8Y'ELCO' FILLED DLOCK 2' 8' 3-3 4' o 'O
03�
3
.3/8'DYNABOLT BY'ffW' CONC. 1-1 2 8' 2-1 2 O Z
STEEL STRUCTURE BY OTHERS 318"POWER-BOLI B7 POWERS' CONC. 2' 8' 2'
5/16'X 1-5/8" MUST SUPPORT THE LOADS IMPOSED 3 8 SLEEVE-ALL BY'SIMPSONS 1-1 2" B"
LAG SCREWS BY DOOR SYSTEM
AT 12'O.C. CONCRETE t'c-3000 PSI MIN. Q N
C-90 GROUT FILLED BLOCK Fm o 2000 PSI MIN. N O S r
5/16"DIA.BOLTS
_ WRH WASHER&NUT
WOOD BUCK CONNECTION M MASONRY �;.°. rAT 12"D.C.MAX- EDGE DIST.
PRESSURE TREATED 2X6 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO Il+
GROUTED REJNFORCED MASONRY BLOCK WALL OR CONC.COLUMN WITH j I In
1/4"ULTRACON BY'ELCO WITH SPACING OF 1• �0 B '
12"O.C.INTO GROUT FILLED BLOCK WALL,WITH 2-1/4'MIN. EMBED
13'O.C.INTO 3000 PSI CONCRETE.WITH 1-3/4'MIN.EMBED 1-1 4'X 2-1 2"X 14 GA or 6
2-1/2"MIN.EDGE DISTANCE 1 1-1/2" 1-1/2' CONT.STEEL A�GLE 1-1/2' u
_
1/4'TAPPER BY'POWERS'WITH SPACING OF 12 GA.GALV.STEEL _
WIN.
11'O.C.INTO GROUT FILLED BLOCK WALL,WITH 1-1/2'MIN. EMBED —FIAT BRACKETS t3'LONG m i o
13"O.C.INTO 3000 PSI CONCRETE.WITH 1-3/4'MIN.EMBED 1/16'X 2-1/2 AT 12"O.C. IN DOOR OPNG. GAL STEEL TRACK
3'MIN.EDGE DISTANCE FILLET WELDS m
3/8"CONFLEX BY'ELCO'OR AT 12"O.C.MAX. AT NE O.C.ABOVE OONR OPNC. FASTENED TO TRACK PLATES a N
CONNECTED TO CONT.ANGLE W/(2) 1/4-20X5/8'TRUSS HD.
3/8"LOT BY'IOW'WITH OR
OF W/(3)SPOT WELDS AT EACH SIDE SLOTTED M.S.&LOCK NUT G m -
23"O.C.INTO 3000 PSI CONCRETE,WITH 2-1/2'MIN.EMBED 4
3"MIN. EDGE DISTANCE CONONUOU$�1N,S,F TFs K REVERSE TRACK CONTINUOUS ANGL TRACK m o a
TO WOOD BUCK TO STFEL TO CONCRETE ANO FILLED BLOCK `o
3/8'HLC SLEEVE BY'HILTI'WITH SPACING OF
10'O.C.INTO GROUT FILLED BLOCK WALL,WITH 1-1 4'MIN. EMBED,4'MIN. EDGE DIST. ---
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MAXIMUM EXTERIOR(+)LOAD PER JAMB- (16.16' X 62 PSF)/2- 291 Lbs per Fl. L J
MAXIMUM INTERIOR(-)LOAD PER JAMB- (16.16'X 44 PSF)/2- 355.5 Lbe per Fl. sheet 4- rJ
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sheet 5 of 5