HomeMy WebLinkAboutProduct Approval MIAMI•DADE
AIAMIDADE COUNTY
s 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)31512590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.goy/economy
DAB Door Company,Inc.
12195 NW 98u'Avenue
Hialeah Gardens,FL 33018
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of C''onstrdction 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 areaswhere allowed by the Authority Having Jurisdictionj(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 16'-2"vv/
Window Lite Option(DP+27.0,-30.0 PSF)
APPROVAL DOCUMENT:Drawing No.03-06,titled"Sectional Garage Door",dated 09/30/2003,with
last revision K dated 03/21/2016,sheets 1 through 5 of 5,prepared by Al-Farooq;Corporation,signed and
scaled 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#15-0317.03 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.
M1AMI•DADE COUArrY NOA No. 16-0330.03
Expiration Date:August 14,2021
'Approval Date:June 23,2016
Page 1
I ,
DAB Door Company,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
I
A. DRAWINGS
1. Drawing No. 03-06,titled"Sectional Garage Door", dated 09/30/2003,with last
revision K dated 03/21/2016,sheets 1 through 5 of 5,prepared by Al-Farooq
Corporation, signed and sealed by Javad Ahmad, P.E.j
B. TESTS "Submitted under NOA #08-1106.05" '
1. Test reports on 1)Uniform Static Air Pressure Test,Loading.'per FBC TAS 202-94
2)Large Missile Impact Test per FBCj TAS 201-94
3) Cyclic Wind Pressure Loading per FBC,TAS 203-94
4)Forced Entry Test,per FBC 2411312.13 TAS 202-94
Along with marked-up drawings and installation diagram of DAB 824 24ga sectional
garage door,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.
HETI-08-2149A/B, dated 06/27/2008, signed and sealed by Candido F. Font,P.E.
"Submitted under NOA #05-0915.12"
2. Test Report on Large Missile Impact Test per FBC,TAS 201 and Cyclic Wind
Pressure Test per FBC,TAS 203, of"Sectional Residential Door with Windows",
prepared by Hurricane Engineering&Testing Inc.,Report No. HETI 03-1348A,
dated 09/29/2003, signed and sealed by Rafael E.Droz-Seda,P.E.
3. Test Report on Uniform Static Air Pressure Test per FBC, TAS 202, of"Sectional
Residential Door"prepared by Hurricane Engineering &Testing Inc.,Report No.
HETI 03-1337A, dated 09/29/2003, signed and sealed by Rafael E. Droz-Seda,P.E.
4. Test Report on Tensile Test per ASTM E-8 of"Sectional Residential Door (skin)",
prepared by Hurricane Engineering& Testing Inc,Report Na. HETI 03-T058, dated
10/31/2003, signed and sealed by Rafael E. Droz-Seda,P.E. '
"Submitted under NOA #03-0210.04"
5. Test report on Salt Spray(Corrosion)Test per ASTNIi B 117,,of a painted G-40 steel
panels,prepared by Celotex Corporation, Test Reports No.258592,'dated 10/28/2003,
signed by W. A. Jackson,P.E.
C. CALCULATIONS "Submitted under NDA #14-0814.07"
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.
i
Carlos M.Utrera,P.E.
Product Control Examiner
NOA No. 16-0330.03
Expiration Date:August 14,2021
Approval Date:June 23,2016
E-1
i
j
DAB Door Company,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE.suBmirrTQ
C. CALCULATIONS (Cont.)
"Submitted under NOA 0 09-0324.06"
2. Anchor verification calculations prepared by Al-Farooq Corporatidn,complying with F.B.0
I ."Corporation,
2007, dated 01/20/2009,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 d expire,,gon;07/17/2018.
2. Notice of Acceptance No. 14-0311.08, issued to Insulfbam, f, r their
Insulfbarn Expanded Polystyrene Insulation,approved on08/14/2'0'14 and expiring on
11,129/2017.
3. Notice of Acceptance No. 11-0926.07, issued to Dyplast Produc6 'jLLC,fnr their:
Expanded
Polystyrene Block Type Insulation,approved on 11/10/2011 and 6xpiring on 01/11/2017.
4. Notice of Acceptance No. 11-0926.06,issued to Dyplast ,LLC,LLC,,for their
Dyplast ISO-Cl Polyisocyanurate Insulation,approved onl 1 l/10%2011 I and expiring on
01/11/2017.
5. Notice of Acceptance No. 15-1203.04,issued to Cellofoarn No merica Inc,for
their Expanded Polystyrene Block Insulation,approved on 03/17/9-016 and
expiring on 02/24/2021.
"Submitted under NOA ff 05-0228.02" Arc L
6. Test Report on Accelerated Weathering Using XenonLight Apparatus Test per
. , . parat
ASTM G155 of"PVC Extrusion Material",prepared by Hurricane'Y,Engifieering&
Testing,Inc.,Report No.HETI 04-A002,dated 09/27/2004, sign'e'lh and"sealed by Rafael E.
Droz-Sella,P.E.
7. Test Reports on Tensile Test per ASTM D638 of"PVC Exsioril,N4ateiial",prepared by
Hurricane Engineering&Testing Inc.,Report No.HETI 04-T25,W,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 byETC IILaboratories, 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 5h edition(zu no financial interest
issued by Al-Farooq Corporation,dated 03/21/2016,signed and sealed by favad Ahmad,P.E.
AZ6
'Carlos M.Utrera,P.E.
Product Control Examiner
J NOA No. 16-0330.03
Expiration Date: August 14,2021
.Approval Date:June 23,2016
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' OPTIONAL DOOR VIEWER DAD DOORS INC. v p
CALV. STEEL CENTER HINGE O STEEL,PLATE WITH ONE 5/15-18 MS W/NUT TO BE INSTALLED AT ®
W/(4) 814 X 5/8°SMS `�� FASTENED TO END STILE Wff1I ANY CENTER STILE Hurricane Master Model 82M1/811 r!i
WITHOUT DELRON SLEEVE(STD.) -� ` (6) 814 X 3/4"SELF DRILLING-scREWS Max. Size 76'-2" X 16'-0" High r1
7-1/2'X 3"X.071°GALV.STEEL 0 1 With Window Lite Option Z o m -
�G J� ENO R0l1ER HINGE _ O I CENTER STILES A Q
G/ W/(6)814 X 5/8'SM I SEE SCH. 'A r y f_1a
O WITHOUT DELRON SLEEVE(STD.) \ i Q f z n
WITH DELRON SLEEVE(OPTIONAL) 11` C7 a a0 ie
7-1/2'X 2-1/4'X 071" `\ I Q"1�`(2
GALV.STEEL CENTER HINGE \ 12
o 'WI(4) 814 X SLEE5/8"VE
SMS- ---LOCK` \\` Ellin0 OWRH DELRON SLEEVE(OPTIONAL) 2/DOOR
o _ _ n
ElI� Bm 5co �o O azo N
CENTER HINGE I 1'W x.15 THK. LATCH im I N y
1 STANDARD LOCK _ 1 �,g r,o Q WW LL G
`1 SPRING LOADED SLIDE BOLT(BOTH SIDES) 8 U 6
FASTENED W/(4)814 X 1/2"S.M.S. \ \ v♦-i o Z ,a ¢ J
- 5/8"MIN. LOCK ENGAGEMENT ZZ to
CONFORMS TO SECTION 1008 REGARDING GARAGE DOORS `^ o� $� Q W 01
y U
.1
.158 DA.
&NICO PRESS SLEEVE /� -O `��\ i' - o ``\� 1' .10
W/MIN.5 TO 1 SAFELY FACTOR
1 ®
Of aD
2-3/4'WX5-5/8"HX.090'THK. 1\ TT T,`---- '— _- -- o O
STEEL PLATE, 1-3/8'DEEP I i \
WITH (3) 814 X 3/4" `�LJ
SELF DRILLING SCREWS \ . �' • Ci
BRACKET `BRACKET _ _ I _ Z Z
STD. LIFT DOOR LOW HEADROOM 1 _ — — —— — Ll —— — _ — ———_ —— w w
DOOR DOOR OPTION 1 __ Q (n 1
HEIGHT CONSISTS OF \� OPTIONAL VENTS I O O 3 n
6'-8' 2 SECTIONS 16'2 5ECnON5 21' 7-7 8 WX3-1 B HX.O10°THK. (3)5-WIDE AT 7"O.C. MAX. COLONIAL DESIGN OPTIONAL FLUSH FACE
D
'-9' t SECTION 1a' 3 SECTIONS 21' I / - OPNG.AREA NOT TO EXCEED WOOD GRAIN DESIGN L A c3 0 Z= o
STEEL PLATE
7' 4 SECTIONS 21'- 120 SD IN MA% DaoR WIDTH - En v
7.-3° - _ 16'_2" m
T-6' S SECTIONS 16'- END STILE INSIDE ELEVATION
7-e" 4 SECTIONS 18'1 SECTION 21' O d
e' 3 SECTIONS 18'2 SECTIONS 21' CENTER STILE RAISED PANEL EMBOSSED DOOR DESIGN PRESSURE RATING = - 30.0 PSF 0
8'-3' 2 SECTIONS 16'13 SECTIONS 21" OUTSIDE - 30.0 PSF
EV-6- 1 SECTION 18' 4 SECTIONS 21' HANDLE
8'-9' 5 SECTIONS 21":- _ 814%3/4'SELF DRILLING SCREWS MAY BE USED
9' s SECTIONS ta'- IN LIEU OF 814 X 5/6°SMS GENERAL NOTES t
9'-3' 5 SECTIONS 16"1 SECTION 21' 1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
LOCK BAR GUIDES THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT REQUIREMENTS OF THE 2014(51H EDITION
9'-6' 4 SECTIONS 16'2 SECTIONS 21' INSTALLED ON END STILE )FLORIDA BUILDING CODE INCLUDING e b 1D
_9'-9_13-SECTIONS 18'3 SECTIONS 21' __ _ _ _WRH_(4)_8:14_%_5/6_SMS HIGH VELOCITY HURRICANE ZONE(FA4TZ). p €
10' 2 SECTIONS 16'4 SECTIONS 21' 2-ANCHORS-SHALL-BE-AS-FISTED,-SPACED-AS-SHOWN-ON_DE7AIL5.-
10'-3' 1 SECTION 18' 5 SECTIONS 21" 4 ST X 1'W LOCK BAR ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL n
10'-6'6 SECTIONS 21'- ENGAGES IN TRACK CENTER STILES SCHEDULE'A' DRESSING OR STUCCO. 211.11.11-1
10'-s'6 SECTIONS 18'1 SECTION 21' ON EACH SIDE OF DOOR 3. ALL BOLTS,NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL.
il' S SECTpNs 18'2 SECTIONS 21' CENTER SLICES CONFIGURATION
11'-3°4-SECTIONS 18'3-SECTIONS 21'_OUTSIDE KEYED LOCK-(OPTIONAL) DOOR WIDTHS 8 OF CENTER STILES 4, ANCHORING OR LOADING TO RTT ONS OTHER THAN THOSE SHOWN IN
SECTIONS 18'4 SECTIONS 21" ` A --- - - -THESE DETAILS ARE NOT PART OF.THIS APPROVAL-
8,-D,
PPROVAL -
LOCK BAfi LOCKING SHOWN ® � - e'-O m-9'-t0` 2 -- -- - - - - - m -- - -
11'-9'2 SECTIONS 18"5 SECTIONS 21" 10-0'TO 11'-10° 2 5�-A•LOAO DURATION INCREASE USED IN DESIGN OF ANCHORS 7M'0*006 ONLY. -
12' •1 SECTIONS 16'6 SECTIONS 21" ALTERNATE TO SPRING LOADED SLIDE BOLT
LOCKS SHOWN ABOVE 12-0'TO 1J-10° 3 DOOR TESTED W ACCORDANCE WITH THE REQUIREMENTS OF FLORIDA
12'-3'7 SECTIONS 21'- I_ 8'-0"TO 9'-10" _I t4'-0°TO 15'-f0' 4 BUILDING CODE,TAS-202,TAS-201 h TAS-203 FOR HVHZ
- - - 12'-6'6 SECTIONS 18'2 SECTIONS-21'-- - - - -- - DOOR WIDTHS - - -- _ _ 15'-1 I'TO 16'-2' 9 - _-- _-_ ASTM
E1886-05 ASTM E1998-09.
12•-9"5 SECTIONS 18'3 SECTIONS 21' - - - -
13' 4 SECTIONS 18'4 SECTIONS 21' -
13'-3' 3 SECTIONS 18"5 SECTIONS 21' ®® ® ® ®® 03
I1 � '' .a s
13'-6' 2 SECTIONS 18'6 SECTIONS 21" PRODUCT RENEWED �Q�
13'-9' 1 SECTION 18' 1 SECTIONS 21' M � _I as complying with the Florida 9Q: �1C19JSF'•;<J
14' B SECTIONS 21'- I_ 10'-0'TO 11'-10' _I I 14'-0"TO 15'-10" Building Code J �� $ a
Hoa No. 16 0330.03 705Bz i� = B a
14'-3'6 SECTIONS 18'3 SECTIONS 21' DOOR WIDTHS DOOR WIDTHS g 0
14'-6'5 SECTIONS 18-14 SECTIONS 210 Explration D 08/14/2021
1 15, =. 7
16'S SECTIONS 21' ®® ® ® ®® ®® ® ®® ® ®® y ATE OF :,4U`� drawlG
15' 18'6 SECTIONS 21'
15'-3' 18'7 SECTIONS 21' - -- Mlaml-D a Fro uet Control � � 915'-8' 18" a SECTIONS 21° �' rI
�i•l`' •.�R)�P'�+��� 03-06
15'-9' 21°- 12'-0°TO 13'-10" 15'-11'TO i6'-2"1fi' 18'4 SECTIONS 21° DOOR WIDTHS DOOR WIDTHS 7211111\\\\\ sheet 1 of 5
Q
24 GA. STEEL PANEL %Q
_ � o
- n
FLAPS BENT OVER PANEL 0~ W o
® Q a 5
1 O�+�OojlµµoCll`"off
® - 1/2"PUNCHED HOLES 11.=m
" - m 4"O.C. �•1 '
O m
0-m
�a Z'
O q
tJJ�' 'AZOZ Og w
N Q WTD `-
Q I O
r� I
_ - 1/2"X 1-3/4'X 16 GA.
OPEN TUBE rQ.
®TOP&BOTTOM - 3/16"ALUM RIVETS) I I
OF EACH PANEL I d '
® _ AT 4"OE I .024"STL PANEL m0
(6) FOR 21"STILES Q p
(5) FOR 18"SIRES OUTSIDE OF DODuj
p "�
M
W �
O BOTTOM SEAL OPTIONS ¢LJi
SEE SHEET 4
- END STILE L¢D Z Z e
m CD
V)m p 1
STEEL TRACK BRACKET FASTENED Z LX ur
1ST SECTION (BOTTOM) TO WOOD JAMB WITH INTERMEDIATE SECTION TOP SECTION o O
5/16"X 1-5/8" LAG SCREW F O Z
(FULLY THREADED) SOLID BRASS DOOR VIEWER o In R
FOR CONNECTION OF WOOD BUCK ONE PER BRACKET m
TO MASONRY SEE NOTE ON SHEET 4 OPTIONAL STOP MOULDING BY N 9/1GE Lk HOLE HARDWARE m
BY DOOR INSTALLER INSTALLED IN 9/16' DIA. HOLES E CENTER STILE a= r„
14 x 5/8"SMs 3/4'x 2'x 2-1/2"X.049'STEEL POSITIONED AT EYE LEVEL
6 PER HINGE END STILE, CONNECT TO PANELS WITH I
1/2'X 1-3/4"X.058"FORMED STEEL FLAPS AND 3/16"ALUM RIVETS W
GLUED TO PANEL AND SECURED TO SEE DETAIL ABOVE
ENO STILE PAN 3/1 B'ALUM RIVETS®12"O.C. ANCHORS AT TRACK BRACKET,* 5
4 A) 3/8"DLA. POWER-BOLT BY'POWERS' N m
•,�' 4 • 1-7/8"X 2-5/8"X 049•STEEL EDGE ------��yII 2"MIN.EMBED INTO CONCRETE n 0 h
I CENTER STILE GLUED AND RNETED DISTANCE 1-7/8"MIN.EDGE DISTANCE o U
_TO-PANEL-W/-(4)-3/16°ALUM-RIVETS__ I _ _ -
3/16" a B) 3%R"DU.H - EV-BY-'F11LTI'-- C g s
I 1 1/2'MIN. I ALUM RNETS :bji-3/18(.,_ 1-1 4'MIN.EMBED INTO CONCRETE OR FILLED BLOCK H u
14 X 5/8'S.M.S. •I. /
I i 4/HINGE n'• �,• j I 1-5/8'MIN.EDGE DISTANCE INTO CONCRETE v m
4"MW,EDGE DISTANCE INTO FILLED BLOCK
CONCRETE t'n-3000-PSI MIN. "_':° _
C-90 GROUP FILLED BLOCK Pm =2000 PSI-MIN. H o m g a!
ANCHOR TYPE A OR B o =8 0
1.9'X 2.19'X 3.3"X 12 GA. (1)PER BRACKET
STEEL TRACK BRACKETS I I 1-
SEE
- - '7 - I -- -- -- I - - - SEE SHEET 3 FOR-BRACKET SPACING
SEE SHEET 3 FOR SPACING
1111111IIf/// qq
I PRODUCT RENEWED o I
1/4-20 SS BOLT 85 eomPlying with the Florida 0582
7-1/2"X .050" Budding Code ti( 3
GALV. STEEL INTERIOR SIDE 7-1/2'x.a71" &Nur Noa-No. 16-0330.03 = Ty •T�T $
STEEL TRACK END ROLLER HINGE v
CENTER HINGE � @' @:�
1.82'DIA X.50"STEEL ROLLERS (STD.) ExplratIon D t 08/1412021
fSf� drawing no.
14 C0.X 2-1/B"X 1"(STANDARD) ATE OF U/�
12 GA.X 3-5/16'X 1-1/2"(OPTIONAL) 7/16"PUSHNUf 1.82"DIA.X SO"NYLON ROLLERS (OPTIONAL) By �ORIDt•. l��� 03-06
FASTENED TO TRACK PLATES INSTALLED ON ROLLER SHAFT SECTION B-B 2.75' DW X.50'STEEL ROLLERS (OPTIONAL) '�'`�•••'••••••••'��'1��
W/1/4-20 X 5/8-TRUSS HD. 275"DIA X.50'NYLON ROLLERS (OPTIONAL) Miami-Da o roduct Control / /o114 �`��
SLOTTED M.S.&LOCK NUT WITH 5"STEM (11111111 sheet tot rj