HomeMy WebLinkAboutProduct Approval (2) AUG l4 2017 MIAMI-DADS MIAMI-DADE COUNTY
o PRODUCT CONTROL SECTION
11805 SW 26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DMSION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) �vww.miamidade.�ov/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.
CKAMI•DADE COIiNTY NOA No.16-0330.02
Expiration Date:August 9,2021
Approval Date:June 23,2016 i
Page 1
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 R 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 FBC 24113.2.1,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.
0��14•�2414 i
Carlos M.Utrera,P.E. j
Product Control Examiner €
NOA No. 16-0330.02
Expiration Date:August 9,2021
Approval Date:June-73,2016
E-1
s
c.
3
DAB Door Comnany,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 Al-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
1. 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
Insul£oam 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 Cellofoam 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 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 Bum 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 51h edition(2014)FBC and of no financial interest
issued by A]-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 £
Approval Date:June 23,2016 )
E-2
3
E
3
pp
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W-9' 5 SECTWNS 21•- BRACKET' `BRACKET INSIDE ELEVATION
9' 6 SECTIONS 18'- STD, UFT DOOR LOW H ADROPTOOM RAISED PANEL EMBOSSED DOOR a
91•.3• s SECTIONS 18'1 SECIION 2I'
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10'-6• 6 SErn015 21'- Max. SI2e 9'-4"X i 6'-0" High v
10'-9' 0 STxf10N5 10.1 San.TWN 21' OU751DE /14%3/4"SELF DRIWNG SCREWS MAY BE USED
11' 0 SECTIONS te'2 sECTtONs 21' HANDLE END SOLE M LIEU OF 914%5/8'SMS With Window Ute Option
11•_J• 4�trlONs 1B's ssTWrls 21' DESIGN PRESSURE RATING = + 50.0 PSF
tl•-6• s SECTIONS 18'4 SECnOIIS 21 THIS PRGDUCT IS RATED FOR LARGE MISSI!E IMPACT + n ;
11'-9' Z SOCi1GF45 16's SECTIONS 21• ° LOCK BAR GUIDE - 60.0 PSF °�I d
7Z 1 SECTIONS IB'6 SECTIONS 21 INSTA11E0 ON LND STILE
12-3 7 sECTIO1s 21•- WITH(4)914 x 5/6'sMs SigNERAL NOTES PRODUCT RENEWED `,a
12'-8' 6 SECTIONS 1B'2 SECIOVS 21' ° [I 00 complyNg with the P1o11du
12'-9' 5 SECTIONS IB•3 6EOTMNS 2t' 0 ST X.8W LOCK SAR L THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WIH THE BuBdinB Coda I
13, 4 SECnONS IB 4 SECIWNS 21' ENGAGES IN TRACK REQUIREMENTS OF THE 2014(5TH EDMON)FLORIDA BUILODIG CODE INCLUDING NOA-No, 16-0330.02 Z
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13-9' 1 SECRON 18• 7 SECTIONS 21• OUTSIDE KEYED L CCK-�OPTIDNAL) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL BY �. 7,; •CEpgc"Z.,'t7
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14-9' 4 5ECIIONS 10'5 SECTIONS 21• THESE DETAILS ARE NIT PART OF THIS APPROVAL
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ANCHORS AT TRACK BRACKET: 00
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HORIZONTAL REINFORCEMENT SECTION A-A O&Ga a c {
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HEIGHT 1ST 2N0 3R0 4TH 5TH Bl 82 83 84 BS Be B7 B8 a W oMmi 3
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VERTICAL STILES WITH
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v W/.44 DW X 4-1/4'STEM x� O
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OPTIONAL INSULATIONS: U Q 1
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DRAWING QUALITY G-40
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12 GA DALV.STEEL -
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W/(4)874 x s/6•sus
PRODUCT RENEWED
as complying with the Florida
Building Code
O BOTTOM SEAL OP71ON5 HDA-No. 16-0330.02
SEE SHEET 4 -
E7cplraUo •0810912021
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3'4• REINFORCEMENT
IN. 1/2'X 1-3/4'X.058'
DC ®B X 1" / 7--
DIST.
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DIST. SELF DRILLING SCREWS
1-1/2'MIN. OR SE%t'
3/16•'RNEX'STEEL RlVEiS OSELF DRILLING SCREWS' Z
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I m NUL-IGRIP W DONE HEAD 0 n
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\ /�, RENFORCEMINT At 46'O.C.
1/2'X I-3/4'X.058• O tOV
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WOOD BU I AT 6'FROM ENDS WOOD BU I AT 6'FROM ENDS O G to
1 AND IB'O.C.MAX. r AND 19'D.C.MAX. v
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ALUMINUM TSTRIP EEEL ADAPTER p 4OG
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RUBBER W'STRIPPING RUBBER WSTRIPPING
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M--1.750 1.780--i c
BOTTOM SEAL OPTIONS
OPTION 'A' OPTION 'B'
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WOOD BUCK CONNECTION TO WOOD SUBSTRATE (WOOD SPECIFIC GRAM SG-0.55 MIN.) o a
THE INSTALLATION METHODS SHOWN ABOVE SHOWS 7X6 SYP WOOD BUCK ATTACHMENT W
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TO WOOD STRUCTURES.IF THESE METHODS ARE FOLLOWED NO ADDITIONAL CALCULATIONS/DESIGN <_j
WILL BE REQUIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE ANCHOR SPACING
(J 2 w
FOR DOOR REPLACEMENT APPLICATIONS WIN NO ENGINEER OF RECORD,INSTALLATION MAY BE ANCHORS STRlSPACIN SPACING EDGE DIST. U Z N u
VERIFIED AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION. Z m
3/8' LC SLEEVE BY HILTI CONG. 1-1 4 8" 1-5 8 O I
3 B'HLC SLEE>r BYHILTI' BLOCK 1-1 4' 8" 4'
3 8'DYNA[10LT B1' %C. B- 2' o
STEEL STRUCTURE BY OTHERS 3 8 OYNA[I01T Iw'OW FILLED BLOCK 1-1 2 e"
5/16'X 1-S/8" 3 B POWER-BOLT BY POWERS
O CONC. 2' 0" ]-7 8 U p Z j
LAC SCREWS MUSErf TSSUUPFSO��E LOADS IMPOSED 3 8 SLEEVE-ALL BY ICONC. 1-1 2 1-7 n
AT 12'O,C. N
CONCRETE 1'c=3000 PBI MIN.
5/16'DIA.BOLTS C-90 GROUT FILLED BLOCK Fm a 2000 PSI MN/ p
WOOD BUCK CONNECTION TO MASONRY �A'• AT 1 WASHER A NUT c�
�• � AT 12'O.C.MIX. EDGE DISI.
PRESSURE TREATED 2X6 SYN WOOD JAMBS WHICH SNALL 8E ANCHORED TO 1"
GROUTED REINFORCED NASONRT BLACK WALL OR CONC.COLUMN WITH T _
1/4'ULTRACON BY'ELCO'WITH SPACING of
16'O.C.INTO GROUT FILLED BLOCK WALL,WITH 2-1/4'MM,EMBED 1' g
16'O.C.INTO 3000 PS CONCRETE.WITH 1-3/4'MIN.EMBED c
2-1/Y MIN.EDGE DISTANCE CONT. X L ANLL X 14 GA pT4,
1-1/z" 1-1/Y CO STEEL ANGLE
1/4'TAPPER BV'POWERS'WITH SPACING OF - v
14'D.C.INTO GROUT FILLED BLOCK WALL.WITH 1-1/2'MIN.EMBED 12 G4.GALV.STEEL 2-1 8'X 1"X 14 CA
16'O.C.INTO 3000 PS CONCRERfi,WH 1-3/4'MIN.EIABED 1/16'X 2-1/2 FLAT BRACKETS 33'LONG CAL STEEL TRACK m a z
3"MIN.EDGE DISTANCE FILLET WELDS AT tY O.C.M DOOR OPNG. TO TRACK PLATES
3 e"CONFLE%SY''FICO'OR AT 1Y D.C.MAX. AT 1B'O.C_ABOVE DOOR OPNG. jr---=2 /4-2OA5/8'TRUSS HO.
/. CONNECTED TO CONT.ANGLE M 5.&LOCK NUT
3/e LOT BY rTW WITH SPACING OF W/(3)SPOT WELDS AT EACH SIDE m n=
24'O.C.LYTO 3000 PS CONCRETE.WITH 2-1/2"MIN.EMBED g O^4 a
2'WN.EDGE DISTANCE CONTINUOUS ANGLE IRAOK REVERSE TRACKINTI 10 Ic AN C TRA I
3{B'HLC SLEEVE BY'MILTI'WITH SPACING OF TO 5Y000 BUCK Tn sTFF1 TO CON(YLFrF ANO FILi FD BLOCK S o
8 O.G•INTO CROUP FILLED BLOCK WALL,WITH 1-1/4'MIN.EMBED.4'MIN.EDGE DIST.
1B'0.0.INTO 3000 PS CONCRETE,WITH 1-1/4'MIN.EMBED AND
2-1/2'MN.EDGE DISTANCE ALTERNATE R ATF TRACK INSTALLATION _
.R ..-
` 11uuRi Ir A 4
PREPARATION OF JAMBS BY OTHERS .Alf,
PRODUCT RENEWED .' cEN ''
FOR NEW CONSMUCTION ENGINEER OF RECORD OR ARCHITECT TO VERIFY as eompiyyi1ng with the Florida1
ADEQUACY OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED no tiding code 'A�" I •
TTY DOOR SYSTEM. NDA-No. 16-0330.02 ,�
W
FOR DOOR REPLACEMENT RETROFIT BUILDINGS WITH NO ENGINEER OF - '• Y}
RECORD.DOOR INSTALLATION MAY BE REVIEWED AND APPROVED BY Expiration b0810912021 f
BUILDING OFFlCYLL UPON INSPECTION.
OP •`�� drawing no.
tl,��'•. re 4:
MAXIMUM EXTERIOR(+)LOAD PER JAMBo(8.33'%50 PSE)/2 233.3 Lb.per FL m�lamt une Control ''�SBjA � � 01-09
MAXIMUM INTERIOR(-)LOAD PER JAMB (8.33'X 60 PSF)/2 279.9 LbePer FIL '
1 ri11t111 sheet 4 of 5
' i .500 F-i-.290 p ♦�
#PLASTIC COMPLIES WITH
DOOR PANEL CHAPTER 26 OF FBC q
24 GA(J724)STEEL MIN. SEE EIADENCE PAGE Z M
Oy 3y
W 3
1.785 1.725
7/16'D1A WASHER o
1.144 d c�1
f6%3/4'SMS 21 3/4' O Za
FROM ENDS MAX. •176 6� 91-m
O.C.MAX. WOW.WIDTH '291
2¢1
*EXTERIOR FRAME 4 INTFRIO�R FRAME ���jj
RIGID PJC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTION IY u� a
(4)d6 X 3/4'SMS •,t x 0 Mky Inc:
Z
` I 0 1-3/B'FROM ENDS `m J 7 o(p g
AND 6-1/2'O.C.MAX. + 3= N p D.LO. J z(llp77 s
Ilj I !1 - � O QWWg �
II!I A S' 8 C
ri71 .175 X.062 DEEP
llll GROOVE
hll 0 0
nl n
Iljl 1/4'POLYCAR80NATE lFJlM! 2
I I 8Y'SAE31.NNOVATIVE PLASTICS' Q J
NOA 115-0915.06 4
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IX
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3 lilt E _ In h
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31
�jjk,.175 X.062 DEEPGROOVE � GS
09
65 1
(4)p6 X 3/4'SMS INSIDE ELEVATION
( t-3/6'FROM ENDS RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS m
AND 6-1/2'D.c.aAx WINDOW UTES CAN BE IN ANY LOCATION IN DOOR SECTION $ $
C
O I 16 X 3/4•SMS
3/8'FROM ENDS 175 V.062 DEEP i
B I l AND 4-1/2'O.C.MAX. GROOVE
\ 063/8,FROM ENDS _ '_
AND 7'O.C.MAX. r- - 7`,1 14l
-'----- - ------------_ PRODUCT RENEWED
7/16'DIA WASHER ue comp1
yyN9 with the Floma 1 1
NOA-No. 16-0330.02 z ��' ••
DDDR PANELEXTERIOR Enpirotlen o 08109/2021
24 Fd.(.024)STEEL.MIN.
DOOR PANEL. 15/16'MIN. D.L OPG. By drawing no.
-24 G0.(A21)STEEL.MW. GIALNG elfE Mlarnl Pm uct Control '
WINDOW WIDTH (}` 01-09
rrorMA9.1177�� sheet 5 of 5