HomeMy WebLinkAboutProduct Approval FILE COPY
MfAM RECEIVED MAY 18 2016
_ MIAMI-DADE COUNTY
.............................
PRODUCT CONTROL SECTION
BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT(BNC) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474
T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE NOA www.minmiciade.gov/builditig
DAB Door Company,Inc.
12195 NW 98th 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 by Miami-Dade County Product Control Section
and accepted by the Board of Rules and Appeals(BORA)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. BORA
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 HulTicane Zone,
DESCRIPTION:9'-4"Wide x 16'High Steel Sectional Garage Door w/Window Lite Option
APPROVAL DOCUMENT: Drawing No. 01-119,titled"Sectional Garage Door",dated 02/01/01,with last
revision E dated 12/23/08,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 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: Each unit shall bear a permanent label with the manufacturers name or logo, city,state and
following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein.
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#09-0128.04 and consists of this page l 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. 11-0119.21
MIAMi•DraneCouExpiration Date: August 9,2016
Approval Date:March 31,2011
Page 1
DAB Door Company,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 08-0305.02, issued to SABIC Innovative Plastics, for their
Lexan Sheet Products, approved on 04/24/08 and expiring on 07/17/13.
2. Notice of Acceptance No. 07-1016.07, issued to Insulfoam, LLC, for their
Insulfoam Expanded Polystyrene Insulation, approved on 11/29/07 and expiring on
11/29/12,
3. Notice of Acceptance No. 07-1107.08,issued to Dyplast Products, LLC, for their
Expanded Polystyrene Block Type Insulation, approved on 04/26/07 and expiring on
08/27/08.
4. Notice of Acceptance No. 07-0301.10, issued to Dyplast Products, LLC, for their
Dyplast ISO-C1 Polyisocyanurate Insulation, approved on 06/07/07 and expiring on
01/11/12.
"Submitted under NOA # 05-0228.02"
5. 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 09/27/04, signed and sealed by Rafael
E. Droz-Seda, P.E.
6. Test Reports on Tensile Test per ASTM D638 of"PVC Extrusion Material", prepared
by Hurricane Engineering&Testing Inc., Report No. HETI 04-T251, dated 11/29/04
signed and sealed by I. Ghia,P.E.
7. 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 05/06/04, signed and sealed by J. L. Doldan, P.E.
F. STATEMENTS
1. Statement letter of code conformance to 2007 FBC and no financial interest, issued by
Al-Farooq Corporation, dated 09/09/10, signed and sealed by Javad Ahmad,P.E.
G. OTHER
1. Notice of Acceptance No. 09-0128.04,issued to DAB Door Company, Inc, approved
on 03/18/09 and expiring on 08/09/11.
t;;"'
y-310 9/II
Carlos M.Utrera,P.E.
Product Control Examiner
NOA No. 11-0119.21
Expiration Date:August 9,2016
Approval Date:March 31,2011
E-2
DAB Door Comnanv.Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 08-0305.02, issued to SABIC Innovative Plastics, for their
Lexan Sheet Products, approved on 04/24/08 and expiring on 07/17/13.
2. Notice of Acceptance No. 07-1016.07, issued to Insulfoam, LLC, for their
Insulfoam Expanded Polystyrene Insulation, approved on 11/29/07 and expiring on
11/29/12,
3. Notice of Acceptance No. 07-1107.08,issued to Dyplast Products, LLC, for their
Expanded Polystyrene Block Type Insulation, approved on 04/26/07 and expiring on
08/27/08.
4. Notice of Acceptance No. 07-0301.10, issued to Dyplast Products, LLC, for their
Dyplast ISO-C1 Polyisocyanurate Insulation, approved on 06/07/07 and expiring on
01/11/12.
"Submitted under NOA #05-0228.02"
5. 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 09/27/04, signed and sealed by Rafael
E. Droz-Seda, P.E.
6. Test Reports on Tensile Test per ASTM D638 of"PVC Extrusion Material", prepared
by Hurricane Engineering&Testing Inc., Report No. HETI 04-T251, dated 11/29/04
signed and sealed by I. Ghia,P.E.
7. 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 05/06/04, signed and sealed by J. L. Doldan, P.E.
F. STATEMENTS
1. Statement letter of code conformance to 2007 FBC and no financial interest, issued by
Al-Farooq Corporation, dated 09/09/10, signed and sealed by Javad Ahmad, P.E.
G. OTHER
1. Notice of Acceptance No. 09-0128.04, issued to DAB Door Company, Inc, approved
on 03/18/09 and expiring on 08/09/11.
y3�o9�11
Carlos M.Utrera,P.E.
Product Control Examiner
NOA No. 11-0119.21
Expiration Date:August 9,2016
Approval Date:March 31,2011
E-2
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It ,) STEEL PLATE WITH ONE 5/16-18 MS W/ NUT
p FASTENED TO ENIT STILE WITH OPTIONAL DOR VIEWER i
7-1/2"X 3"X.071"GALV, STEEL (6) #14 X 3/4"SELF DRILLING SCREWS TO BE INSTALLED AT
END ROLLER HINGE-- CENTER STILE z
WJ(6) # 14 X 5/8"SMS O CENTER STILE r A0 k
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6'-6' 2 SECTIONS 18'2 SECTIONS 21" A58 DIA GALV.AIRCRAFT TYPE OPTIONAL VENT H 8
6'-9" 1 SECTION 18" 3 SECTIoaS 2t" WfC MINE 5 TOCI SAFETY FACTOR (3)5EVE "WIDE AT 7"O.C.MAX. OPTIONAL FLUSH FACE U a 2= »
T a SECTIONS 27 - 0 OPENING AREA NOT TO EXCEED WOOD GRAIN DESIGN N V7 QW n
T7' - - 120 SO IN COLONIAL DESIGN
7'-65 SECTIONS 18"- 6"X 3'X OX I O
7'-9' 4 SECTIONS 18'1 SECTION 21- STEEL PLATE L) (4 MAX. DOOR WIDTH
s 3 SECTIONS TB"2 SECTIONS 21 WITH (2)#14 X 5/8"SMS W W-4" �— --7
8'-3" 2 SECTIONS TB`3 SECTIONS 21"
W-6' 1 SECTION 18' 4 SECTIONS 21" 3
W-9• 5 SECTIONS 27•- BRACKET 13RACKET INSIDE ELL ATION
9. 6 SECTIONS 16"- STD. LIFT DOOR LOW HEADROOM RAISED PANEL EMBOSSED DOOR 5
9-3" 5 SECTIONS I8'i SECTION 21' DOOR OPTION p§a $
9'-e" 4 SECTIONS 18"2 SECTIONS 21'
9'-9" 3 SECTIONS t6 3 SECTIONS 21' 7-7/8"X 3-1/6"X.010" 0o m
to' 2 SECTIONS 16 4 SECTIONS 21" STEEL PLATE DAH DOOR MODEL 024
IO'-3" 1 S€CRON 18" 5 SECTIONS 210 CENTER STILE WITH (4) �J 14 x J/a'SDS
10'-6 6 SECTIONS 21"- MAX. SIZE 9-4" WIDE X 16'-0" NIGH $a 22
f0'-9' 6 SECTIONS 16 1 SECTION 21" OUTSIDE m @ 8 S
il• s s£cOONs ta"z sEGDONS 21" HANDLE END STILE DESIGN PRESSURE RATING = + 50,0 PSF
u'-3' 4 SECTIONS IB'SUCTIONS 21' _ 60.0 PSF
i t'-6' 3 SECTIONS 18'4 SECTIONS 21'
I1'-9" 2 SECTIONS 16-5 SECTIONS 21 ° LOCK BAR GUIDES ° o
12' 1 SECTIONS 18'6 SECTIONS 21" INSTALLED ON END STILE
12'-3' 7 SECnONS 21'- WITH (4) #14 X 5/8'SMS THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT °c`
12'-6' 6 SECTIONS Is 2 SECTIONS 21' 4 m u o w
12'-9' 5 SECTIONS 18"3 SECTIONS 2i ST X.6W LOCK BAR
13' 4 SECTIONS IB 4 SEGTION5 21` ENGAGES IN TRACK GENERAL NOTES s o
13'-3' 3 SECTIONS 18"5S 21' ON EACH SIDE OF DOOR
13'-6" 2 SECTIONS IB"fi SECTIONS 21" 1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE Engrt JAVA AHMAD PRODI76T86N819l13 c
13'-9' f SECTION t8 T SECTIONS 21' �. )i�F K�,ip LOCK REQUIREMENTS Of THE FLORIDA BUILDING CODE 2007 EDITION INCLUDING y
NIGH VELOCITY HURRICANE ZONE. FLA.PEI J 70592 o = s
14' 8 SECTIONS 21-- LOCK BAR LOCKING SHOWN CA.N. 538 {
14-3" 8 SECTIONS 18"3 SECTIONS 21" ALTERNATE TO LOCKS SHOWN ABOVE 2. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. [*p
14'-6" 5 SECTIONS i8"4 SECTIONS 2t" ANCHOR EMBEDMENT TO aASE MATERIAL SHALL BE BEYOND WALL
DRESSING DR STUCCO.
14'-9" 4 SECTIONS 18".5 SECTIONS 2
1" �----1
TS' 3 SECTIONS 18'6 SECTIONS 21' 3. ALL BOLTS.NUTS AND WASHERS SHALL BE 21NG PLATED CARBON STEEL. m drawing no,
15'-3' 2 SECTIONS 18 7 SECTIONS 21' 4. ANCHORING OR LOADING CONDITIONS OTHER TOWN THOSE SHOWN IN 41-09
15'-6" t SEGnON 18 8 SECTIONS 21' THESE DETAILS ARE NOT PART OF THIS APPROVAL EPS 2010 1J •7
15'-9" 9 SECTIONS 21"- S. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.
18' 6 SECTIONS 1B"4 SECTIONS 21" sheet t Of 5
24 GA. STEEL PANEL �U o
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ONE PER BRACKET POSITIONED AT EYE LEVEL O
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i SOUGLUED TO PANEL AND SECURED TO SEE DETAIL ABOVE 1-5/8'MIN.EDGE DISTANCE INTO CONCRETE
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CENTER STILE,GLUED AND RIVETED DISTANCE'{ C-90 GROUT FILLED BLOCK I'm 2000 PSI MIN. mm
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STEEL TRACK BRACKETS 77/161-
SEE SHEET 3 FOR BRACKET SPACINGSEE SHEET 3 FOR SPACING 1/4-20 SS BOLT &NUT c7-1/2'X .050'GALV. STEEL2-1/8'X 1' X .078" CENTER HINGE 7-1/2"X 3 X .071"GALV. STEEL TRACK SECTION B-B END ROLLER HINGE UFASTENED TO TRACK PLATES 1.82"DIA. X .50"
W/ 1/4-20 X 5/8'TRUSS HD. INSTALLED ON ROLLER SHAFT NYLON/STEEL ROLLERS o
SLOTTED M.S. k LOCK NUT W/ .44 DIA. X 4-1/4"STEM Engr!JAVAD AHMAD lRODUCT�MWBD 1 0
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SEP 14 2010 Sheet 2 of 5
POP RIVETS 2 X 2 X 1/8"HORIZ.ANGLE ['
5/16'X 1-5/8" LAC SCREWS INTO WOOD OR HORIZ. TRACK SUPPORT, SPOT WELDED TO HORIZ. TRACK V
'ALV. ;X 5-1/2"%J"% .104" 5/16"SLEEVE ANCHORS CENTER SUPPORT REDD. ON DOORS
GAIV. STEEL WITH TWO WELDS AT 1-1/2"APART m
WITH 1-1/4" EMBED INTO MASONRY EX EEDING 8 FT. IN HEIGHT ro O
TOP ROLLER BRACKET(DOUBLE) F FIRST AT 3"O.C. 1
3 PER BRACKET
FASTENED W/(6) 8 14 X 5/8'S.M.S. - A �-, REST AT 9"O.C. o
CONNECTED TO FLAG BRACKET ANGLE z m
090 THK, GALV. STEEL ADJUSTABLE W/3/8-16 X 3/4'BOLT '-'HE NUT Q m O
SLIDE FASTENED TO BRACKET 2-1/2"X 4-1/4" x 13 CA, STEEL PLATES ANO TO SPRING SHAFT GUIDE WITH Fz
W/5/16-18 x 3/4"HEX HEAD WELDED TO 1-1/2"% 1-1/2"X 14 CA, ANGLE -- A J (2) I/4-20%5/8"BOLT EI NUT f'VI
M.SCREWS& NUTS. WITH(4) 1/4-20 SS. BOLT kNED TO TNUTS __ O IL
HORIZ. TRACK LENGTH OPENING HEIGHT PLUS 12"
IL
HORIZONTAL REINFORCEMENT VERTICAL TRACK O t n
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n w GLUED TO PANEL AND FASTENED TO I 1�1
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TOP ROLLER BRACKET FOR
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HORIZONTAL REINFORCEMENT DOOR SECTION HEIGHTS BRACKET PLACEMENTS
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GLUED TO PANEL AND FASTENED TO
VERTICIL STILES WITH 6'-0' 18"'18' 18"18'N/A 1" 11-3/4" 23" 34" 67" O
(2)3/16"POP RIVETS 18-
6'-6' 21"18' 18"21"N/A 1" 11-3/4" 23" 34" 45" 56" 67" -
5/16"MEETING RIB 7'-0' 21"21" 21"21" /A 1" 11-3/4" 23" 34" 45' 56" 67" -
7'-6" 18' 18" 18` 18" 18" 1" 11-3/4" 23" 34" 45' 56" 67" 78-1/4"
21" 1" 11-3/4" 23" 34" 1 45" 56" 67" 78-1/4" W
1.82"DIA X .50'ROLLERS =W —SECTIONS ARE NUMBERED STARTING AT THE BOTTOM o O
W/ .44 CIA. X 4-1/4'STEM o= FOR DOORS MORE THAN B FT. HIGH, USE ADDITIONAL TRACK BRACKETS AT 10"O.C. tv M
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r DENSITY= 1.05 PCF m CONNECTED TO TRACK WITH N 010 1
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DENSITY- 0.92 PCF 2
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ROLLER HINGES FASTENED N Cy a
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DRAWING QUALITY 0-40 _ 33
MIN.YIELD STRENGTH a 34 KSI u u o N
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AVAILABLE TRACK OPTIONS
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BOTTOM BRACKET FASTENED CIVIL PAUDUCTRENEWBD c 33
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WITH 1/8`K 1"S.M.S.8D 48'O.C. .7n
SECTION A-A AND RUBBER WEATHERSTRIPPING SEP 14 2010 P=l
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3 8 HLC SLEEVE
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5/16"X 1-5/8" 3 8 DYNABOLT BY'ITW' CONC. 1-1 2 8" 2" 9 V= a
LAG SCREWS STEEL STRUCTURE BY OTHERS 3 8 OYNABOLT BY'ITW' FILLED BLOCK 1-1 2 8" 3-J 4 F.to e
AT 12'O.C. MUST SUPPORT THE LOADS IMPOSED J 8 POWER-BOLT BY'POWERS GONG. 2' 8" 1-748' ? w w
BY DOOR SYSTEM 3 8 SLEEVE-ALL BY SIMPSONS CONC. 1-1/2"1 e" 1-7/8- < to W p I
CONCRETE f'e = 3000 PSI MIN. 0 0•
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5/16'DIA BOLTS C-90 GROUT FILLED BLOCK fm 2000 PSI MIN. p p Z
•e WITH WASHER h NUT W = o
WOOD FRAME BUILDINGS u AT t2"D.C.MAX. rn�
STUD WALLS OR DOOR OPENING(NOT BY DAB DOORS) EDGE DIST: m N J
SHALL BE FRAMED SOLID BY NOT LESS THAN
(3) 2X6PRESSURETREATED GRADE 2 SYP OR BETTER JSIDE42-1/8-
STUD WALLS TO BE CONT. FROM FOOTING TO TIE BEAM. I-1 4'%2-I 2'X 14 GA
ENGINEER OF RECORD TO VERIFY ADEQUACY OF THE • 1-1/2' CONI'.STEEL ANGLESUPPORTING STRUCTURE.WOOD BUCK GONNEGTION TO MASONRY 12 GA.CALV.STEELTRACK SHALL BE SECURED WITH CONT. STEEL ANGLE 70 PRESSURE FLAT BRACKETS t]'LONG AT 12'O.C.IN DOOR OPNG.TREATED 2%6 SYPWOOD JAMBS WHICH SHALL N ANCHORED TO GROUTED REINFORCED MASONRY BLOCK WALL OR CONC, COLUMN WITH AT 1B"O.C.ABOVE DOOR OPNCONNECTED TO CONT.ANGLE1/4"ULTRACON BY'ELCO'WITH SPACING OF W/ (3)SPOT WELDS AT EACH % 1"X 14 GA. U20"O.C. INTO BLOCK WALL,WITH 2-1/4"MIN.EMBED . STEEL TRACK uIB"O.C. INTO 3000 PSI CONCRETE,WITH 1-3/4"MIN.EMBED ENED TO TRACK PLATES
2-1/2"MIN. EDGE DISTANCE W/(2) 1/4-2OX5/8'TRUSS HO.
SLOTTED M.S.h LOCK NUT
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14"O.C.
INTO BLOCK WALL,WITH 1-1/2"MIN. EMBED c 41 o 0 0 0
IV O.C. NTO 3000 PSI CONCRETE,WITH 1-3/4"MIN. EMBED c 0 h=H h
3"MIN.EDGE DISTANCE
ALTERNATE TRACK INSTALLATION a
3/8"CONFLEX BY'ELCO' OR m u o w
3/8"LOT BY'ITW'WITH SPACING OF
24"O.C. INTO 3000 PSI CONCRETE,WITH 2-1/2"MIN. EMBED
2MIN.EDGE DISTANCE o
Er,gr:JAV AHMAO
3/8'HLC SLEEVE BY'MB.TI'WITH SPACING OF CML Won=RBI4WbD m S
17"O.C. INTO BLOCK WALL.WITH 1-1/4"MIN. EMBED,4"MIN.EDGE DIST. FIA.PE yy 70592 M�y1q IAMMRIMI g I
18"O.C.INTO 3000 PSI CONCRETE,WITH 1-1/4"MIN. EMBED AND CAN.]53B
2-1/2"MIN. EDGE DISTANCE
7
THE BLOCK WALL CELLS SHALL BE GROUT FILLED AND REINFORCED O
WITH FOUR (/5 BARS EXTENDING INTO FOOTING AND INTO TIE BEAMS
ALL BARS SHALL BE CONTINUOUS FROM TIE BEAMS TO FOOTING. m drawing no.
PREPARATION OF JAMBS BY OTHERS P 1 4 2010 01—09jj
sheet 4 r 5
.5aa 250 r'
* PLASTIC COMPLIES WITH
DOOR PANEL SECTION 2612 OF FBC 2007
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24 GA.(.024) STEEL MIN. SEE EVIDENCE PACE
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