HomeMy WebLinkAboutProduct Approval 1
MIAMI•DADE MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
:. 11805 SW 26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURIc"fAvy Miami,Florida 33175-2474
BOARD AND CODE ADMIMSTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) ww,v.mlamidade.eov/economy
DAB Door Company,Inc.
12195 NW 981h 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 J dated 03/09/2015,prepared by Al-Farooq Corporation,signed and
sealed by Javad Ahmad,P.E.,bearing the Miami-Dade.County Product Control revision 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 hack,
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 perfdrmance 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 revises NOA#14-0814.04 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.15-0317.02
CDADE couturr Expiration Date:August 9,2016
.•••• Approval Date:June 11,2015
DIS Page 1
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DAB Door Company,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBAUTTED
A. DRAWINGS
1. Drawing No. 01-09,titled"Sectional Garage Door",sheets 1 through 5 of 5,dated
02/01/2001,with last revision J dated 03/09/2015;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
i
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 NDA#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.Pont,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.BETI 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.
_ oG�o2 f Zo1S
Carlos M.Utrera,P.E.
Product Control Examiner
NOA No.15-0317.02
Expiration Date:August 9,2016
Approval Date:June 11,2015
E-1
'i
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 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. 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 02/24/2016.
"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.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
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#14-0814.04"
1. Statement letter of code conformance to the 5"edition(2014)FBC and of no financial interest
issued by Al-Farooq Corporation,dated 05/13/2014,signed and sealed by Javad Ahmad,P.E.
od a2 uts
Carlos M.Utrera,P.E.
Product Control Examiner
NOA No. 15-0317.02
Expiration Date:August 9,2016
Approval Date:June 11,2015
E-2
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W/(6)014 X 5/8"SMS �'a FASTENED TO END STILE WITH OPTIONAL DOOR VIEWER EY I
(6) 014 X 3/4'SELF DRILLING SCREWS TO BE INSTALLED AT
WITHOUT DELRON SLEEVE (STD.) `�`� CENTER STILE Z w
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DOOR HEIGHT CONSISTS OF ° � i `•� L _ _.._ ..... __. I Q (7 O1
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6'-9" 1 SECTION 18" 3 SECTIONS 21' LE h NICO-PRESS SLEEVE-/•- / 1 OPTIONAL VENT F O Z
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7' 4 SECTIONS 21"- 1 b
7'-3" - - i 1 120 SNG 0. W NOT TO EXCEED COLONIAL DESIGN WOOD GRAIN DESIGN N
7'-6' S SECTIONS 16'- 6'X 3"K 0.1" 1 1 f N
7'-8' 4 SECTIONS 18'1 SECTION 21' STEEL PLATE Li 1, MAX. DOOR WIDTH p T
8' 3 SECTIONS 18"2 SECTIONS 21' WITH (2) #14 X 5/8"SMS ` ° I °
2 SECTIONS 18'3 SECTIONS 21' BI-4
8'-6' 1 SECTION 18' 4 SECTIONS 21' ''
8'-9" 5 SECTIONS 21'- BRACKET BRACKET INSIDE ELEVATION
9' 6 SECTIONS 18'- STD. LIFT DOOR LOW HEADROOM RAISED PANEL EMBOSSED DOOR
_e'-3" 5 SECTIONS 18"1 SECTION zr• DOOR OPTION
9'-6' a SECTIONS 18"2 SECTIONS 21' m
3 SECTIONS 16'3 SECTIONS 21" 7-7 1'X 3-1/8'% .010°
10' 2 SECTIONS 18"4 SECTIONS 21" STEEL PLATE DAB DOORS INC. o W '
to'-3" 1 SECTION 18" 5 SECTIONS 21' CENTER STILE WITH(4) #14 X 3/4"SOS Hurricane Masker®Model 824811
10'-6' 6 SECTIONS 21"- Max. Size g'-4" X 16'-0" High S
IW-9" 6 SECTIONS 18'1 SECTION 21' OUTSIDE 1#14 X 3/4"SELF DRILLING SCREWS MAY BE USED
11' 5 SECTIONS 18'2 SECTIONS 21" HANDLE END STILE IN LIEU OF#14 X 5/8'SMS With Window Lite Option m u g
11'-3' 4 SECTIONS le"3 SECTIONS 21" DESIGN PRESSURE RATING a + 50.0 PSF
11'-6' 3 SECTIONS 18'4 SECTIONS 21' THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT
11'-9' 2 SECTIONS 18'5 SECTIONS 21' LOCK BAR GUIDES -- - - 60.0 PSF m
12' 1 SECTIONS 18'6 SECTIONS 21 °
12'-3" 7 SECTIONS 21'- INSTALLED ON END STILE
WITH (4)#14 x 5/8'SMS GENERAL NOTES
12'-6' 6 SECTIONS 18'2 SECTIONS 21' ° 4
12'-9' 5 SECTIONS 18'3 SECTIONS 21' 18T X .6W LOCK BAR 1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
13' 4 SECTIONS 18'4 SECTIONS 21' ENGAGES IN TRACK REQUIREMENTS OF THE FLORIDA BUILDING CODE(FBG)FIFTH EDITION(2014)
13'-J' 3 SECTIONS 10'S SECTIONS 21' ON EACH SIDE OF DOOR INCLUDING HIGH VELOCITY HURRICANE ZONE(HVH2). 'm
13'-6' _2 SECTIONS 18'6 SECTIONS 21' 2• ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS. Engr.JAVAD AHMAD PRAW ITRE 9Y�9 1 n
13'-9' 1 SECTION 18' 7 SECTIONS 21' OUTSIDE KEYED LOCK (QPTIONALT ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL CIVIL 0 -11 wiry}10r1� s
14' S SECTIONS 21'- TACK BAR LOCKING SHOWN DRESSING OR STUCCO. RA-
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14'-3' 6 SECTIONS 18'3 SECTIONS 21' ALTERNATE TO SPRING LOADED SLIDE BOLT 3. ALL BOLTS, NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL bb* .d{ o
14'-6" 5 SECTIONS le'4 SECTIONS 21" LOCKS SHOWN ABOVE
14'-9" _4 SECTIONS 18'5 SECTIONS 21" 4. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN tS
15' - 3 SECTIONS 16'6 SECTIONS 21' THESE DETAILS ARE NOT PART OF THIS APPROVAL. By
_IV-J',•._2 SECTIONS 18'7 SECTIONS 2P 5. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS IN10 WOOD ONLY. A O Q15 drOWing no.
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15'-9' 9 SECTIONS 21'- BUILDING CODE,TAS-202,TAS-201 h TAS-203 FOR HVHZ AND
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2-3 4°X 5-1/2°%3"X.104° 5/16°SLEEVE ANCHORS CENTER SUPPORT REOD. ON DOORS WITH TWO WELDS AT 1-1/2"APART
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TOP ROLLER BRACKET ON EACH SIDE 3 PER BRACKET F
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CONNECTED TO FLAG BRACKET ANGLE Z � w
090 THK.GALV.STEEL ADJUSTABLE W/3/8-16 X 3/4'BOLT&NUT
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W/5/16-18 X 3/4"HEX HEAD _ WELDED TO 1-1/2"X 1-1/2'X 14 CA.AN
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THE INSTALLATION METHODS SHOWN ABOVE SHOWS 2X6 SYP WOOD BUCK ATTACHMENT
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TO WOOD STRUCTURES.IF THESE METHODS ARE FOLLOWED NO ADDITIONAL CALCULATIONS/DESIGN
WILL BE REQUIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE. ANCHOR SPACING K U a
FOR DOOR REPLACEMENT APPLICATIONS WITH NO ENGINEER OF RECORD,INSTALLATION MAY BE _...._ ¢ Z Uj e
VERIFIED AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION. __ ANCHORS __ STRUCTURE EIJBEO SPACING EDGE
3 B NLC SLEEVE BY NILTI CONC. 1-1/4- e" 1-578-' 00 wo
3 8'HLC SLEEVE BY HILTI FILLED BLOCK 1-1 4' e" °
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STEEL STRUCTURE BY OTHERS 4/8-DYNABGLT BY ITYI FILLED BLOCK 1-1 2 8"_ 2-1 4
5/I6'% 1-5/B' 3 8 POWER-BOLT BY POWERS CONC. 2' 8" 1-7 8"_ v p Z in
LAG SCREWS - BY DOORST PPORT SYSTEM E LOADS IMPOSED 3 8 SLEEVE-ALL BY SIMPSONS CONC. 1_1 2 B" 1-7 8 Obi
AT 12"O.C. 77
CONCRETE 1. -3000 PSI MIN. N Q
C-90 GROUT FILLED BLOCK Pm 2000 PS MIN. 0 = F
5/16"DIA.BOLTS
WOOD BUCK CONNECTION TO MASONRY 'A° - WITH WASHER k NUT --�
AT 12"O.C.MAX. EDGE DIST.
PRESSURE TREATED 2X6 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO �----------��{{ Ei
GROUTED REINFORCED MASONRY BLOCK WALL OR CONC.COLUMN WITH K'
1/4'ULTRACON BY'ELCO'WITH SPACING OF Q
16'O.O. INTO GROUT FILLED BLOCK WALL,WITH 2-1/4"MIN.EMBED
18'O.C. INTO 3000 PSI CONCRETE,WITH 1-3/4"MIN.EMBED 1-1/4'X 2-1/2"% 14 GA "1-1/2'
2 C S R
2-1/2"MIN. EDGE DISTANCE I T 4
1-1/2 ' CON.STEEL ANGLE 1-1/2'
1/4"D.C.INTO
BY'POWERS'WITH SPACING OF
14' .C.INTO GROUT FILLED BLOCK WALL,WITH I-1 2 MIN. EMBED 12 G0.GALV.BRACKETS
STEEL 2_1/8°X 1"X 14 CA
16'O.C. INTO 3000 PSI CONCRETE,WITH 1-J/4°MIN.EMBED 1/16•X 2_1/2 FLAT BRACKETS f3"TANG GAL STEEL TRACK
3'MIN.EDGE DISTANCE AT 12"0.C, IN DOOR OPNG.
FILLET WELDS FASTENED TO TRACK PUBES
3/6-CONFLEX BY'ELCO'OR AT 12"O.C.MAX AT 18°O.C.ABOVE DOOR OPNC. W 2 1/4-20%5/8'TRUSS HD.
/" CONNECTED TO CONT.ANGLE SLOTTED M.S.k LbCK NUT
3/B LAT INTO
'L30 WITH SPACING E4 W/(3)SPOT WELDS AT EACH SIDE
24"O,C.INTO 3000 PSI CONCRETE,WITH 2-I/2°MIN.EMBED o m
2°MIN.EDGE DISTANCE CONTINUOUS ANGLE TRACK REVERSE TRACK CONTINUOUS ANGLE TRACK o
TO WOOD BUCK TO STEEL TO CONCRETE AND FILLED BLOCK S "B -
3/8"HLC SLEEVE BY'HILTI'WITH SPACING OF
e°O.C.INTO GROUT FILLED BLOCK WALL,WITH 1-1/4'MIN. EMBED,4"MIN. EDGE DIST.
18"O.C.INTO 3000 PSI CONCRETE,WITH 1-1/4'MIN.EMBED AND
2-1/2°MIN.EDGE DISTANCE ALTERNATE TRACK INSTALLATION _
Engr:JAVAD MAD Q
PREPARATION OF JAMBS BY OTHERS CIVIL PxaxLCEaev►sB� 4
FOR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TO VERIFY FLA.C. 353PE B 70592
C 8 �a�iy rlw�t ilpY6 `� I
ADEQUACY OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED Y�9FI�Lb� 0 'fi'
BY DOOR SYSTEM. AmganoelNo 31 .02 L
FOR DOOR REPLACEMENT IN RETROFIT BUILDINGS WITH NO ENGINEER OF
RECORD,DOOR INSTALLATION MAY BE REVIEWED AND APPROVED BY M B) drawing no.
BUILDING OFFICIAL UPON INSPECTION. `,
MAXIMUM EXTERIOR(+)LOAD PER JAMS = (9.33' X 50 PSF)/2 m 233.3 lbs per Ft. ,015 L01=09
MAXIMUM INTERIOR(-)LOAD PER JAMB a(9.33'X 60 PSF)/2 a 279.9 Lbs per FL sheet 4 of 5
k--^F.
* PLASTIC COMPLIES WITH .500 250I I m
DOOR PANEL CHAPTER 26 OF FBC
24 GA.(.024)STEEL MIN. SEE EVIDENCE PAGE b
F
1.765 1.725 Q
dI O
7/16°DIA.WASHER 1.144
� r7
/4•SMS 21 3/4" I Cp
O 1 .I, II 1 ®3/B•3FROM ENDS MAX. .176 Fes- -.800 D IL<
A j l 111 I
It AND 7"O.C.MAX WDW.WIDTH r
* EXTERIOR FRAME * INTERIOR FRAME ����c
4 8%3 4 SMS = d 18 1/e• RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTION MAX Q U.1�3 d
® 1-3/8"FROM ENDS 1..0. a
VIII I AND 6-1/2"O.C. MAX. o Ino .rl
El
—�
i l l l A B - C '
Ilil 175 X.052 DEEP
1111 GROOVE
ED
I I L\ II 1 0_ W
O
O
IIII 1/4"POLYCARBONATE LEXAN ( 'i' •i' ` Ld M
1111 BY'SABIC INNOVATIVE PLASTICS' Q
I 1 NOA 113-0717.01 A
III
II11 V - Z m
OD
rr�
X IlllLli
p 3 N
V p ZyQ In
1j1j - I i. N
¢
1 O x
A, L
12
I 1
1 ( O
IIII
1111 ---..
'1r7l
1111 .175 X.062 DEEP •� N L N
1 iN LIN
GROOVE ] ED
w F m n
I h
(a)ye x 3/4•SMINSIDE ELEVATION c
III ' 0 1-3/8•FROM ENDS RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS y u g
111 I ANO 8-1/2"O.C. MAX.
1 C WINDOW LITES CAN BE IN ANY LOCATION IN DOOR SECTION
O I 8 X 3/4•SMS .175 X.062 DEEP
a H
11 I I 3//8'FROM ENDS
8 _
AND 4-1/2.O.C. MAX. GROOVE c m
C I
18 X 3/4•SMS _ 0_
®3/8•FROM ENDS
AND 7.O.C.MAX, E
F-
-_-__- ngr:JAYIV AHMAO P$ODBCi iEYL'{BD q 3
7/16"DIA.WASHER \�� - - - - - - - - - - - - - M.PE 9 70 92 ra ytq wW Cn lkeft 1 3
� - -�.a CAN. 538 YoltOiglbde �•
DOOR PANEL EXTERIOR t=
BY
DOOR PANEL 24 GA. (.024)STEEL MIN. 15/16•MIN. D.L.OPG, dmldyKy Browing no.
24 GA.(.024)STEEL MIN. GLAZING BITE
WINDOW WIDTH
sheet 5 of 5