HomeMy WebLinkAboutProduct Approval MIAMI-QADE MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 26 Street,Room 208
AFFAIRS(PERA) Miami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE(NOA) www.miamidade.gov/neral
DAB Door Company,Inc.
12195 NW 98'h 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 PERA-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. PERA 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 x 161-
0"High with Window Lite Option
APPROVAL DOCUMENT: Drawing No.02-21,titled"24 GA.Roll Formed Steel Sectional Garage
Door", dated 09/10/2002,with last revision G dated 10/13/2011,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 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/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 revises NOA#11-0414.12 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.12-0110.14
=MIAMI&ADE COUIMIE Expiration Date:July 21,2015
0.7,/31�]Z Approval Date:March 1,2012
yPage 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 G dated 10/13/2011, sheets 1 through 5 of 5,prepared
by Al-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-11-T100,dated
01/21/2011, signed and sealed by Candido F. Font,P.E.
"Submitted under NOA #05-0228.02"
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 07/15/03, 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
07/15/03,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
10/31/03, signed and sealed by Rafael E. Droz-Seda,P.E.
"Submitted under NOA #03-0210.04"
7. Test report on Salt Spray(Corrosion)Test per ASTM B 117 of a painted G40 steel
panels,prepared by Celotex Corporation,Test Report No.258592,dated 08/17/1998,
signed by W. A. Jackson,P.E.
oZ/23/Zv�2
Carlos M.Utrera,P.E.
Product Control Examiner
NOA No. 12-0110.14
Expiration Date:July 21,2015
Approval Date:March 1,2012
E-1
DAB Door Company.Inc.
.NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS "Submitted under NOA #11-0414.12"
1. 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.
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.
"Submitted under NOA #09-0128.02"
D. QUALITY ASSURANCE
1. Miami-Dade Department of Permitting,Environment,and Regulatory Affairs(PERA)
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 08-0305.02,issued to SABIC Innovative Plastics, for their
Lexan Sheet Products,approved on 04/24/2008 and expiring on 07/17/2013.
2. Notice of Acceptance No. 07-1016.07,issued to Insulfoam,LLC,for their
Insulfoam Expanded Polystyrene Insulation,approved on 11/29/2007 and expiring on
11/29/2012.
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.
"Submitted under NOA # 05-0228.02"
1. 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.
2. 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.
3. 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
1. Statement letter of code conformance to 2010 FBC and no financial interest issued by
Al-Farooq Corporation, dated 10/26/2011, signed and sealed by JavadAhm d,P.E.
d 23 2QI2
Carlos M.U rera,P.E.
Product Control Examiner
NOA No.12-0110.14
Expiration Date:July 21,2015
Approval Date:March 1,2012
E-2
PUSH NUT TOP FIXTURE 5-1/2'X 2-3/4'X 0.1"
IP 7-1/2"X 3"X 071' d) STEEL PLATE WITH ONE 5/16-18 MS W/NUT OPTIONAL DOOR VIEWER 4ft o
m -
GALV. STEEL END ROLLER HINGE FASTENED TO END STILE WITH TO BE INSTALLED AT N
W/(6) #14 X 5/8"SMS (6) ®14 X 3/4"SELF DRILLING SCREWS ANY CENTER STILE 1
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SHEET 3 FOR TOP BRACKET OPTIONS a
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B'-B" 2 SECTIONS 18"2 SECTIONS 21" STEEL PLATE li O 3i6 2
W-9' 1 SECTION 15" 3 SECTIONS 21` WITH (4) #14 X 3/4"SDS OPTIONAL VENTS OPTIONAL FLUSH FACE L—A A O Z
7' 4 SECTIONS 21"- (3) 5"WIDE AT 7"O.C. MAX. WOOD GRAIN DESIGN p
OPNG.AREA NOT TO EXCEED 120 S0.IN. u7
7.-3" - - MAX. DOOR WIDTH o)
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7'-9" 4 SECTIONS 18"1 SECTION 21" p N=
B' 3 SECTIONS 18`2 SECTIONS 21" OUTSIDE DAH DOORS INC.
INSIDE ELEVATION
8--3" 2 SECTIONS 18"3 SECTIONS 21' HANDLErILN
END STILE Hurricane Master®Model 824/811 0
8'-8" 1 SECTION 18' 4 SECTIONS 21" RAISED PANEL EMBOSSED DOOR Max. Size 16'-2" X 16'-0" High
B'-9" 5 SECTIONS 21"1- With Window Lite Option
9' 6 SECTIONS 18"- R GUIDES g
9'-3' S SECTIONS 18"1 SECTION 21' " D ON END STILE l O
B'-6" 4 SECTIONS 10"2 SECTIONS 21" DESLGN PRESSURE RATING =. +36 0 PSF g CR
W-9" 3 SECTIONS 1s"3 SECTIONS 21" Q74% 5/8"SMS - g
THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT
10' 2 SECTIONS 1B"4 SECTIONS 21' 4 CK BAR
10'-S' 1 SECTION 18" 5 SECTIONS 21" RACK GENERAL NOTES c 15
10'-6' 8 SECTIONS 21"- ON EACH SIDE OF DOOR a u
10'-9"B SECTIONS 10"1 SECTION 21" CENTER STILES SCHEDULE'A' 1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE v
11' 5 SECTIONS 18"2 SECTIONS 21" OPTIONA" CENTER STILES CONFIGURATION REQUIREMENTS OF THE FLORIDA BUILDING CODE 2010 EDITION INCLUDING T3
11'-3' 4 SECTIONS 18"3 SECTIONS 21" OUTSIDE KED LOCK DOOR WIDTHS >p OF CENTER STILES HIGH VELOCITY HURRICANE ZONE .
it'-8'3 SECTIONS 18'4 SECTIONS 21' LOCK BAR LOCKING SHOWN ® ®® ® 8'-0"TO 9-10" 2 2, ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS.
11'-9'2 SECTIONS 18-15 SECTIONS 21" ALT.TO LOCKS SHOWN ABOVE 10'-0"TO 11'-10" 2 ANCHOR EMBEDMENT TO BASE MATERIAL SHALL 8E BEYOND WALL v$n n
12' 1 SECTIONS IB"16 SECTIONS 21" DRESSING OR STUCCO. o a N
12'-0"TO iJ'•-10' J
12'-J' 7 SECTIONS 21'- 3, ALL BOLTS, NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL. °' N d 051 d
12'-8' 6 SECTIONS 18"2 SECTIONS 21' B'-0"TO 9'-10" 14'-0"TO 15'-10' 4 :> o
12'-0' 5 SECTIONS 18"3 SECTIONS 21" DOOR WIDTHS 15'-11"TO 10'-2' 5 4. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN 2 c u
13' 4 SECTIONS 18'4 SECTIONS 21" THESE DLTAILS ARE NpT'PART OF THIS APPROVAL m
13'-3"3 SECTIONS 15"5 SECTIDNS 21' ®® ® ®® ® ® ® ®� S. A LOAD DURATIO N.)NCpF. E.IySS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. Q
13'-6' 2 SECTIONS 18'6 SECTIONS 21" Engr.JACMI AH PRODUCTUMSED N 3
13'-9' 1 SECTION I8" 7 SECTIONS 21" _ 3
14' B SECTIONS 21 - �� FlA PE q 70592 —PlYYhO with the Fkd&
10'-0"TO 11'-10" 14'-0"TO 15'-10" CAN..,353q BaOdleg Code o
14'-3" 5 SECTIONS 18"3 SECTIONS 21" DOOR WIDTHS DOOR WIDTHS i Aa0lylrwe No IZ-
14'-8" 5 SECTIONS 16'4 SECTIONS 21" ` Expu ion
14'-9' 4 SECTIONS 18'5 SECTIONS 21"
15' 3 SECTIONS 18"8 SECTIONS 21' ®® ® ® ®® ® ® ® ® ® Q DY drawing no.
2 SECTIONS 10"7 SECTIONS 21" Mlaml P10due1 Oppyel
15'-8" 1 SECTION 18' B SECTIONS 21" 02-21
15'-9" 9 SECTIONS 21"- 12'-0"TO 13'-10" 15'-11"TO IB'-2"
16' 6 SECTIONS 16"4 SECTIONS 21" DOOR WIDTHS DOOR WIDTHS sheet O( �j
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5/16'X 1-5/8"LAG SCREW a PER HINGE END STILE,CONNECT TO PANELS WITH
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CONCRETE f'c-3000 PSI MIN. 0 0 3 u�
C-90 GROUT FILLED BLOCK Pm = 2000 PSI MIN.
16"DIA. BOLTS O Z=
H WASHER do NUT
WOOD FRAME BUILDINGS �;' 12"D.C. MAX. EDGE�l
DIST.
SND WALLS OR DOOR OPENING (NOT BY DAB DOORS) Q N:Ti
SHALL BE FRAMED SOLID BY NOT LESS THAN I r
(3)2X6 PRESSURE TREATED GRADE 2 SYP OR BETTER 0
WOOD STUDS. \.'
STUD WALLS TO BE CONT. FROM FOOTING TO TIE BEAM. 1-
ENGINEER OF RECORD TO VERIFY ADEQUACY OF THE 114-%2-1/2"% 14 CA
J1_1/2+ 1=1/2" CONT.STEEL ANGLE
SUPPORTING STRUCTURE. /
12 GA CALV. STEEL �`8
WOOD BUCK CONNECTION TO MASONRY A
FLAT BRACKETS DOOR
LONG
TRACK SHALL BE SECURED WITH CONT.STEEL ANGLE H PRESSURE AT 12"O,C. IN DOOR OPNG. c g
TREATED 2X8 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO AT 18"O.C.ABOVE DOOR OPNG. ° Zi
GROUTED REINFORCED MASONRY BLOCK WALL OR CONC. COLUMN WITH CONNECTED TO CONT.ANGLE gg
1/4"ULTRACON BY'ELCO'WITH SPACING OF W/(3)SPOT WELDS AT EACH SIDE 5 S
2AL B"% 1"X 14 CA. m d
18"O.C. INTO BLOCK WAIL,WITH 2-1/4"MIN.EMBED GAL STEEL TRACH v ?b
13"O.C. INTO 3000 PSI CONCRETE,WITH 1-3/4 MIN. EMBED FAST((EN))ED/TO TRACK PLATES
2-1/2"MIN.EDGE DISTANCE S(07 OI S.daLOCK NUTS HD.
1/4'TAPPER BY'POWERS'WITH SPACING OF
11"D.C. INTO BLOCK WALL,WITH 1-1/2'MIN. EMBED o m R$m d n
33 D" NC EDGE DISTANCE PSI CONCRETE,WITH 1-3/4"MIN. EMBED
ALTERNATE TRACK INSTALLATION S ^~
3/8"LOT
B1'WITH A
3/8"LDT BY'ITW'WITH SPACING OF
23'O.C. INTO 3000 PSI CONCRETE.WITH 2-1/2"MIN. EMBED �' •••.', N
3"MIN. EDGE DISTANCE q
En4r:-JAV D-AHMAD
3/8"HLC SLEEVE BY'HILTI'WITH SPACING OF CML pRODucrREVISED
13'O.C. INTO BLOCK WALL,WITH 1-7/4° MIN. EMBED, 4"MIN. EDGE DIST. FIA.PE.&7(;;d2 „Jpcamply'vp wtOr th°>lodd4 $
15"O.C. INTO 3000 PSI CONCRETE,WITH 1-1/4"MIN. EMBED AND •F.11•N; W� .
2-1/2' MIN.EDGE DISTANCE ' S'THE BLOCK WALL CELLS SHALL BE GROUT FlLLED AND REINFORCED
WITH FOUR A5 BARS ETENDING INTO FOOTING AND INN TIE BEAMSALL BARS S ALL BE CONTINUOUS FROM TIE BEAMS TO FOOTING. ArPREPARATION OF JAMBS BY OTHERS nll02-21
sheet 4°f 5
4ftu
PLASTIC COMPLIES WITH
SECTION 2612 OF FBC 2007
I I
DOOR PANEL SEE EVIDENCE PAGE
24 GA. (.024)STEEL MIN, z
0
OPTIONAL WINDOW LITES IN ANY LOCATION 1.765 1,723
0
7/16"DIA.WASHER 1.144 0.
as
OG
L0 2
o
#8 X 3/4-SMS 21 3/4" �_900 ef
0 3/8'FROM ENDS m� -, .176 0
WOW.WIDTH 0 a�—
AND 7"D.C. MAX. EXTERIOR FRA INTERIOR FRAhd
is 1/8" RIGID PVC ONE PIECE INJECTION RIGID IVC ONE PIECE INJECTION W
53
(4)#a X 3/4'SMS 6 MAX
%0 -1
FROM ENDS pi 6
Oa 1-3/8 0.ff
AND 6-1/2'D.C. MAX. y, 3o sl
:
Pi
IIII
A
.175 X.002 DEEP
jiji GROOVE
co
Ijlj
tM
I.I! I
iiil 1/4-POLYCARBONATE LEXAN
BY SABIC INNOVATIVE PLASTICS
NOA JOB-0305.02.
SIIv
o x
4 0
0 z
iiij p]
vc
N
.175 X 462 DEEP
'GROOVE
if
INSIDE ELEVATION o g2
(4)is X 3/4-SMS PANEL
RAISED
-318-FROM ENDS EMBOSSED DOOR WITH OPTIONAL WINDOWS
AND 6-1/2'D.C. MAX.
#8 X 3/4'SMS
.175 X.062 DEEP
13
FROM ENDS 2 D.C. MAX. GROOVE
0.
#8 X 3/4'SMS
0 3/ FROM ENDS
AND11�D.C.MAX. Etld*-AAVAO AHMAD qI
CNIL
FLA.Pg-t 70592 whh On Fled&
7/16'DIA.WASHER ---------- O.A.H.'$38 fe complyin
DOOR PANEL r.XTFQ-np Explimllon 15
24 GA. (.024)STEEL MIN. 211 fly drawing no.
DOOR PANEL 15/16*MIN. D1.OPr- M t 02-21
24 GA. (024)STEEL MIN. GLAZING BITE
WINDOW WIDTH