HomeMy WebLinkAboutProduct Approval RECEIV`D AUG 14 2017
MIAMI MIAMI-DADE COUNTY
• PRODUCT CONTROL SECTION
11805 SW 26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RE,R) Miami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)3I5-2599
NOTICE OF ACCEPTANCE (NOA) w%v%v.miamidade.gov/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-Dada 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 18'-2"Wide w/
Window Lite Option(DP+40.0,-44.0 PSR)
APPROVAL DOCUMENT:Drawing No.05-03,titled"Sectional Garage Door",sheets 1 through 5 of 5,
dated 05/16/2005,with revision H dated 03/21/2016,prepared by AI-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 DATING: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 ofNOA.
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#15-0317.01 and consists of this page I 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.16-0330.01
MtaMt•oane coutvn Expiration Date:March 29,2022
7Approval Date:June 23,2016
��l� l� Page 1
DAB Door Company,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No.05-03,titled"Sectional Garage Door",sheets 1 through 5 of 5,dated
05/16/2005,with revision H dated 03/21/2016,prepared by Al-Farooq Corporation,signed
and sealed by Javad Ahmad,P.E.
B. TESTS "Submitted under NOA#09-0128.06"
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,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.
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,PE.
"Submitted under NOA#06-0817.07"
3. Test report of Uniform Static Air Pressure and Force Entry Resistance Test,per FBC,TAS
202-94 on"Sectional Residential Garage Doors",prepared by Hurricane Engineering&
Testing,Inc.,Report No.HETI 05-1445,dated 03/18/2005,signed and sealed by Rafael E.
Drov-Seda,P.E.
4. Test report of Large Missile Impact Test,per FBC,TAS 201-94 and Cyclic Wind Pressure
Test per,per FBC,TAS 203-94 on"Sectional Residential Garage Doors",prepared by
Hurricane Engineering&Testing,Inc.,Report No.HETI 05-1446,dated 05/11/2005,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 ASTM B 117 of a painted G-40 steel panels,
prepared by Celotex Corporation,Test Report No.258592,dated 08117/1998,signed by W.A.
Jackson,P.E.
C. CALCULATIONS "Submitted under NOA#14-0814.03"
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#09-0128.06"
2. Anchor verification calculations prepared by Al-Farooq Corporation,complying with F.B.0
2007,dated 11/21/2008,signed and sealed by Humayoun Farooq,P.E.
o501,a� t6
Carlos M.Utrera,P.E.
Product Control Examiner
NOA No.16-0330.01
Expiration Date:March 29,2022
Approval Date:June 23,2016
E-1
DAB Door Company,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
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
Insulfaam 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 11110/2011 and expiring
on 01/11/2017.
4. Notice of Acceptance No. 11-0926.06,issued to Dyplast Products,LLC,for their
Dyplast ISO-CI 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 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-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 65/06/2004,signed and sealed by J. L.Doldan,P.E.
F. STATEMENTS
1. Statement letter of code conformance to the 5U'edition(2014)FBC and of no financial
interest issued by Al-Farooq Corporation,dated 03/21/2016,signed and sealed by
Javad Ahmad,P.E.
45
0��►
arlos M.Utrera,P.E.
Product Control Examiner
NOA No.16-0330-01
Expiration Date:March 29,2022
Approval Date:June 23,2016
E-2
7-1 2 X 2-1/4'X 18 GA TOP FIXTURE 5-1/2'X 2-3/4'X 0.1-
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STEEL CENTER HINGE "� PUSH NUT STEEL PLATE WITH ONE 5/16-18 MS W/NUT OPTIONAL DOOR VIEWER DAD DOORS INC.
•W/(4)814 X 5/8'SMSO FASTENED TO END STILE WITH TO BE WSTALL.ED AT Hurricane Master®Model 824/811
NO WITHOUT DELRON SLEEVE(STD.) ! `l (6)114 X 3/4'SELF DRILLING SCREWS ANY CENTER STAE Ma X. Size 1 B'-2'X 15'-G'High �Y
O 7-1/2'x J'X.071'GALV.STEEL J 00 1 C84TER STILES
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-5/8'MIN.ROCK ENGAGEMENT `
CONFORMS TO SECTION 1008 REGARNNO GARAGE DOOR
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158 CI GALV.AIRCRNT TYPE 0 ! -- _ — .- _ m d: 1
WApL &NICO-PRESS SLEEVE °
MIN.5 TO 1 SAFETY FACTOR
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STD. UFT DOUR LOW HEADROOM / I Z m w
DOOR OPTION r
TOTAL I OFI ——— ———
DOOR W BARS AT OPTIONAL VENT K
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HEIGHT CONSISTS OF FACH DOOR 7-7/8 X 3-1/8'X.010° (3)5'WIDE AT 7'D.C.MAX. I 4] O 3 n
W-0' 2 SECTIONS/8'2 SECTIONS 21' STEEL PLATE J O f7J1NG AREA NOT TO EXCEED COLONIAL DESIGN W000 GRAIN DESIGN L A f=• O Z
0'-8' 1 SECTION t8' 3 SECTIONS 21' s WITH(4)814 X 3/4'SOS r 120 SO.IN. MAY DOOR WID7t1 _ N 3 �T bM'
7' 4 5E@TIONB 21
'- '- 18,_2° mm I�•
78' 5 SECTIONS 18'- Q N S
7'-9' 4 SECTIONS 18'1 SECOON 21' CENTER STILE INSIDE ELEVATION "=d
So 3 SECTIONS T5'2 SECTORS 21' 6 OUTSIDE
s'-3' 2 SECTIONS 18.3 SECTIONS 21' HANDLE F10 snl� RAISED PANEL EMBOSSED DOOR c�
8'-5' 1 SECTION 18. 4 SECIau 21' DESIGN PRESSURE RATING = + 40.E PSF
e'-8' s SECTIONS 2i'- 814 X SELF DRILLING SCREWS MAY BE USED - 44.0 PSF
9' a SECTIONS 18'- W LIQI OF 814 X 5/8'SMS GENERAL NOTES 5 6
9'-J' s SECTIONS 19*11 SECTION 21' ° rLOC. R GUIDES THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT L THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THES le-8' 4SECTIONS 18.2 SECM45MM6 21' ITH(4)D 14 END STILE REOUIREMENTS OF THE 2014(M EDITION FLORIDA BUILDING CODE INCLUDING gg
0'-9' 3 SECTIONS 18"J SFO7ION5 21' 7 WITH(4)/14 X 5/8'SMS )) p��9
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4 INTI x.6W LILAC BAR al
f0'•J'1 SECTION IO' S SECTIONS UM 2I' Z ANCHORS SHALL BE AS LISTED,SPACED AS SHOWN ON DETAILS.
ENGAGES IN TRACK
10'-0.5 SECTIONS 21'- 00
ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL
10'-9'6 SECTIONS f5'1 SECTION 21 014 EACH SIDE OF DOOR CENTER SOLES SCHEDULE'A' DRESSING OR STUCCO, u i
tt' S SECTIONS 18'2 SECTIONS 21' OUTSIDE KEYED CENTER SOLES CONTICURgiON 3. ALL BOLTS,NUTS AND WASHERS SHALL BE LNC PLATE)CARBON STEEL
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11-3'4 SECTIONS 18'J SECTIONS 21' ®®® DOOR VA0TH5 /Of
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STILES
4, ANCHORING OR LAADWG T OF 710N5 OTHER THAN THOSE SHOWN IN P
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f1'-s'2 SEcnonLs 18'S SECTIONS 21' LOCK BAR LOCKING SHOWN 1d-D'TO 11-1D' 2 5. A LOM DM71ON INCREASE 6 USED IN DESIGN OF ANCHORS IMO WOOD ONLY. c m n
lY 1 SECTIONS 18"0 SECTIONS 2I' ALTERNATE TO - - 12'-0'TO 13'-10' ]
12'-3'7 SECTIONS 21'- SPRING LOADED SLIDE BOLT 8•-0'TO 9'-IO' 14'-0'70 15'-10' 4 DOOR TESTED W ACCORDANCE WITH THE REOUIREMMS OF FLORIDA
12'-6'0 sEanous 1B'2 SECTIONS 21' LOCKS SHOWN ABOVE ODOR WIDTHS BUILDING CODE.TAS-202,TAS-201&7A5-203 FOR HJHZ AND a w w e z
12-0'5 SECRON4 18'3 SECTIONS 2I' 15'-TI"MY 9 ASTM El S-05 EIBB6-09. -�
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13'-3'3 SECTIONS 1e'S SECTIONS 21' D ®O
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14' 0 SECTIONS 21'- I_ 1n'-D'TO i 1'-10' 14'-0"TO 15'-10' as wmpl&x with the Florida •'•.,
14-J'8 SECTIONS 1B 3 SECTIONS 21 Building Cod•
14-6 5 SECTIONS 18 4 SECIfONs 21 ODOR WIDTHS DOOR WIDTHS NDA-No. 16-0330.01 _ Na 70592 .•,b .tl �'
14-8 4 SECTIONS IS
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W/FOUR g 14 X 3/4'SELF DRILLING SCR. 0 4'O.C. ,1 7
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0 BOTTOM OF PANEL TRUSS FASTENED TO (5;FOR 18"STILES CC bi
VERTICAL INTERMEouTE STILES w/Two w/TWO 11 14 x 5/a'S.M.S.AND TO END STILE _
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STEEL TRACK BRACKETS 1 I SEE SHEET 3 FOR BRACKET SPACING
SEE SHEET 3 FOR SPACING
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14 GA.X 2-1/8'X 1'((STANDARD) 7/16'PUSHNUi HINGE Expiration to 0312912022. 7, _
12 C0.X 3-6F'ASIFIIED T1 TR VIOLA ES INSTALLED ON ROLLER SHAFT 1.82'DU.%.50'STEEL ROUERS(S@.) drOWing no.1
1.82'DIA.X.50"NYLON ROLLERS OPTIONM J
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�•V•STEEL WITH 1-1/4"EMBED INTO MASONRY EXPEEDING 8 FT.IN HEIGHT WITH 1W0 WELDS AT AT 3APD
In' TOP ROLLER BRACKET ON EACH SIDE
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CONNECTED TO FLAG,BRACKET ANGLE Z g
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&NUT
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M.SCREWS&NUTS. - _
WITH(4)1/4-20 5S.BOLT dt NUTS HCRTL TRACK LENGTH OPENING HEIGHT PLUS 12" Q ij N� Cy
TOP BRACKET iz C.C In
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(2)3/t6`POP RIVETS FASTENED W/(4){ 14 X 5/8G IAS. •SECTION HEIGHTS BRACKET PLACEMENTS k Z to o
TDPP ROLLER BRACKET FOR DOOR
HORIZONTAL REINFORCE ENT LOW HEADROOM DOOR OPTION HEIGHT 1ST 2ND 3RD 4TH 5TH 81 82 B3 04 BS B6 97 BB 'y c�i g
1/2"X 1-3/4`X.058'FORMED STEEL B'-D" 18"18" 18'18"N/A 1'TO 2.11-3/4" 23•' 34" 45" 56'
GLUED TO PANEL AND FASTENED TO 8'-6' 21"18" 18'21" /A 1'10 2'11-3/4" 23" 34" {5' 5
6" 67`
VERRCAL STILES WITH
_ (2)3/18"POP RNETS 7-0' 21`21' 21'21"N/A 1'TO 2"it-3/4" 23' 34` 45" SG" 67`
5/18"MEETING RIB T-6" 18"18'118'118"116711-TO 2-11--3/4- 23" 34" 45' S6' 67` 78-1 4
8'-0" 21'18" 18"18" 21"1'TO 2"1t-S/4" 23" 34' 45" 56" 67'
1.82"OW X.6O'ROLLERS "-SECTIONS ARE NUMBERED STARTING AT THE BOTTOM p w
®' W/.44 DU.X 4-1/4"STEM L1 u FOR DOORS MORE THAN 8 FT.HIGH.USE ADDITIONAL TRACK BRACKETS AT 10'O.C. M
OPTIONAL INSUTARONS: 0
BY'WPI ACT PROD,CTS ,C' w g U' Q�T
EPS-EXPANDED POLYSTYRENE g
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NDA 811-0926.06
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N.OA 815-1203.04 N Q
OR
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N.OA 814-0311.08
n
®' 14 GA MY.STEEL
ROLLER HNGES FASTENED
_ W/(6)814 X 5/8"SMS m g
m mg6
o g
MW. 'ROLL FORMED STEEL PRIVET.
DRAWING GUAM 0-40 Yn
MN.YIELD STRENGTH E 34 KSI u:
WITHPOL PRIMER AND 8OP CORN G
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a
VERTICAL UFT HIGH STANDARD LIFT LOW HEADROOM o e a h
- ODUBLE TRACK
12 GA.GALL STEEL AVAILABLE TRACK OPTIONS
BOTTOM BRACKET FASTENED/ 1111 W/(4)814 X 5/8"SMS Y 1 1 ll
PRODUCT RENEWED �`IPJ 'may Wp
as eomplylap with the Florida
BOTTOM SEAL OPTIONS BaBdlog Code R2 ••`V s
SEE SHEET 4 NOP-No. 16•0330.01 -
>r titi'ir_
P.xplratron l0 03/29/2022 ~I
SECTION A- ByOP ,•'6ti drOwing no.
SEE SHEEP 2 FOR LOCATION Mm1aProduct Control .... O 05-03
OF REINFORCING TRUSSES 7)��A1. 1� ehedt 301
3 4' REINFORCEMENT 1• aJ
IN. 1/2°X 1-3/4'X.056' r7
QO X 1° FORMED STEM !!�
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