HomeMy WebLinkAboutNotice of Acceptance MIAMI.DADE MIAMI-DADE COUNTY
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)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy
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 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 pressurerating,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 j ob site at the request of the Building Official.
This NOA revises NOA#14-0814.04 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.15-0317.02
MIAMI•DADE cour3rr Expiration Date:August 9,2016
.•• , , Approval Date:June 11,2015
Page 1
4��DzI
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DAB Door Company,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
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 2411 3.2.1,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 NOA #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. HETI 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.
ZetS
Carlos M.Utrers,P.E.
Product Control Examiner
NOA No.15-0317.02
Expiration Date:August 9,2016
Approval Date:June 11,2015
E-1
f
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. I1-0926.07,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-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 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 51h 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.
a6 �2 yrs
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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ENO ROLLER HINGE STEEL PLATE WITH ONE 5/16-18 MS W/NUT o
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WITHOUT DELRON SLEEVE (STD.) �'O (6) 114 X 3/4"SELF DRILLING SCREWS TO BE INSTALLED AT
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9' 6 SECTIONS'ie'- STD. LIFT DOW HEADROOM RAISED PANEL EMBOSSED DOOR
__5 SECTIONS 1B'1 SECTION 21' OOR OPTION
9'-6' 4 SECTIONS 18"2 SECTIONS 21• •' A9'-9• 3 SECTIONS 18'3 SECTIONS 21" J-1/8'X.010"
10' 2 BECKONS 18'4 SECTIONS 21" E DAB DOORS INC. o
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IO'-q' 6 SECTIONS 18'1 SECTION 21' OUTSIDE 114 X 3/4°SELF DRILLING SCREWS MAY BE USED Max.MOx Site 9 a X 16'-0" High uCoi S u V
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HANDLE END STILE N LIEU OF 814 X 5/8'SMS With Window Lite Option
1 V-3' 4 SECTIONS 18'J SECTIONS 21' -- - � ''-_'•'.. T'tr -`°' r- ..
n'-6' J sEcnoNs 1e'4 SECTIONS zr DESIGN PRESSURE-`RATING +'50:0.,PSF
It'-9' 2 sEcnDNs te-s secnDNs z1' THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT �-•- -- ' - 60.0 PSF
12' 1 SECTIONS 18'8 SECTIONS 21' ° LOCK BAR GUIDES -- o u
12'-3' 7 SECTIONS 21'- INSTALLED ON ENO STILE
WITH (a) 114 x 5/8°SMS GENERAL NOTES °
12'-6' 6 SECTIONS 18'2 SECTIONS 21'
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 r- - �
13' 4 SECTIONS 18'4 SECTIONS 21ENGAGES IN TRACK REQUIREMENTS OF THE FLORIDA BUILDING CODE(FBC)FIFTH EDITION(2014)
13'-3' 3 SECTIONS 18.5 SECTIONS 21• ON EACH SIDE OF DOOR INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ). •�
2 SECTIONS 18'6 SECTIONS 21• 2. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. Engr.JAVAD ANMAO t'gpptlC(RSVt9ED It.1 SECTION 18' 7 SECTIONS 21" OUTSIDE KEYED LOCK (OPTIONALI ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL CMLFLA PE 70592
14' B SECTIONS 21'- LOCK BAR LOCKING SHOWN DRESSING OR STUCCO. wv<14'-3' 6 SECTIONS 18'3 SECTIONS 21' ALTERNATE TO SPRING LOADED SLIDE BOLT C.A.N. J8 u'-6' 5 SECTIONS 18'4 SECTIONS 21' LOCKS SHOWN ABOVE 3. THE BOLTS, NUTS AND WASHERS SfiALL BE 21NC PLATED CARBON STEEL. By 14'-9' __4 SECTIONS I8'5 SECTIONS 21' 4. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN
15' _ 3 SECTIONS 18'6 SECTIONS 21' THESE DETAILS ARE NOT PART OF THIS APPROVAL. --
._.15'-3' _2 SECTIONS IB'_7 SECTIONS 21' 5. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY, 40YO15 M�uu drawing no.
15'-e" SECTION
SECTION 18' 8 SECTIONS 21' 100011,11 STED IN ACCORDANCE WITH THE REQUIREMENTS OF FLORIDA 01-0
I5'-9' 9 SECTIONS 21"- BUILDNG CODE,TAS-202,TAS-201 &TAS-203 FOR HVHZ AND _
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TOP ROLLER BRACKET ON EACH SIDE FIRST AT J'O.C. I
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(2)3/16"POP RIVETS 6'-6" 21" 18° 18 21"N/A V TO 2"11-3/4" 23" 34" 45 56" 67" _
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OPTIONAL INSULATIONS; z mp O Q
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DRAWING DUALITY 0-40 u 3
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OPTION 'A' OPTION 'B'
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WOOD BUCK CONNECTION 70 WOOD SUBSTRATE (WOOD SPECIFIC GRAVITY SG-0.55 MIN.) o M
THE INSTALLATION METHODS SHOWN ABOVE SHOWS 2X6 SYP WOOD BUCK ATTACHMENT t'1
TO WOOD STRUCTURES.IF THESE METHODS ARE FOLLOWED NO ADDITIONAL CALCULATIONS/DESIGN wUQ' Q
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 _...._ Q
VERIFIED AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION. __ ANCHORS STRUCTURE EMBED SPACING EDGE DIST. C7 z Z e
3 8 HLC SLEEVE BY HILTI'_ CONC. 1-1 48" 1-5 8 J 03 O I
.38'HLC SLEEVE BY'HILTI' FILLED BLOCK 1-1 4' 8" Q
3 8"
BY
Of
NABOLT BY'ITW' CONC. 1-1 2" _ B° 2" 0 O 3
STEEL STRUCTURE BY OTHERS 3 8"DYNABOLT BY'ITW' FILLED BLOCK 1-1 2" B"_ 2-1 4" F O Z
5/16'X 1-5/8' 3/8"POWER-BOLT BY POWERS- CONC. 2' 8° 1-7 8" W o = o
LAG SCREWS MUST SUPPORT THE LOADS IMPOSED J B"SLEEVE-ALL BY 51lAPSONS'1 CONC_ 1_1/2" B" 1-7 8' La 'O 3
AT 12"D.C, BY DOOR SYSTEM - m m J
CONCRETE 1'c -3000 PSI MIZPS
Q N Q J
C-90 GROUT FILLED BLOCK If
5/16"DIA. BOLTS
WOOD BUCK CONNECTION TO MASONRY WITH WASHER&NUT �—
AT 12"O.C. MAX.
' �-----�EDGE DIST.
PRESSURE TREATED 2X6 SYN WOOD JAMBS WHICH SHALL OL ANCHORED TO I' ' 3GROUTED REINFORCED MASONRY BLOCK WALL OR CONC.COLUMN WITH1/4°ULTRACON BY'ELCO'WITH SPACING OF i E
16" I
O.C, NTO GROUT FILLED BLOCK WALL,WITH 2-1/4'MIN.EMBED
16'O.C. NTO J000 PSI CONCRETE,WITH 1-3/4"MIN.EMBEDa f5
2-1/2"MIN.EDGE DISTANCE _1-1/4'X ANLL X 14 GA I 0
I-1/2" 1-1/2" CONT.STEELL ANGLE 1-1/2 W
1/4"TAPPER BY'POWERS'WITH SPACING OF
14'O.C.INTO GROUT FILLED BLOCK WALL,WITH 1-1/2"MIN. EMBED 12 GA.GALV.STEEL -
16"O.C.INTO 3000 PSI CONCRETE,WITH 1-3/4"MIN.EMBED FLAT BRACKETS 13"LONG 2-1 B°X 1"X 14 CA.
3"MIN.EDGE DISTANCE 1/1 FI X 2WELD AT 12."O.C.IN DOOR OPNC. GAL• STEEL TRACK 'd
FILLET WELDS FASTENED TO TRACK PLATES m
3/8"CONfLEX l7Y'ELCO'OR AT 12"O.C.MAX. AT 18'O.C.ABOVE DOOR OPNC. W/(2) 1/4-20X5//8"TRUSS HO.
CONNECTED TO CONT.ANGLE SLOTTED M.S.k LbCK NUT
3/8'LOT BY'IIW'WITH SPACING OF io ^
24"D.C. INTO 3000 PSI CONCRETE,WITH 2-1/2"MIN. EMBED W/(3)SPOT WELDS AT EACH SIDE
2"MIN. EDGE DISTANCE CONTINUOUS ANGLE TRACK REVERSE TRACK CONTINUOUS ANGLE TRACK c '�
70 CONCRETE AND FILLED BLOCK $-
3/8"HLC SLEEVE BY'HILTV WITH SPACING OF TO
B"O.C. INTO GROUT FILLED BLOCK WAIL,WITH 1-1/4"MIN. EMBED,4"MIN. EDGE DIST. cz
I6"O.C. INTO 3000 PSI CONCRETE,WITH 1-1/4"MIN.EMBED AND
2-1/2"MIN.EDGE DISTANCE -
ALTERNATE TRACK INSTALLATION _
En9r:JAVAD AHMAD q
PREPARATION OF JAMBS BY OTHERS CIVIL PROL)MCAEVL"
FOR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TO VERIFY FLA.PE C.A.N.353892 m000rli ids Pimide
ADEQUACY OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED vdwm Cbde B
BY DOOR SYSTEM. AoarpalFee lb 3/ OZ o a u
FOR DOOR REPLACEMENT IN RETROFIT BUILDINGS WITH NO ENGINEER OF
RECORD,DOOR INSTALLATION MAY BE REVIEWED AND APPROVED BY —�
BUILDING OFFICIAL UPON INSPECTION. Bl drawing no.
MAXIMUM EXTERIOR(+)LOAD PER JAMB = (9.33'X 50 PSF)/2= 233.3 Lbs per Ft. M '015X01=09
MAXIMUM INTERIOR(-) LOAD PER JAMB - (9.33'X 60 PSF)/2 a 279.9 Lbs per Ft. Sheet 0Of 5
.500 250
*PLASTIC COMPLIES WITH
DOOR PANEL CHAPTER 26 OF FBC �Y
24 GA. (.024)STEEL MIN. SEE EVIDENCE PAGE Z i
0
1.765 1.725 Q 4 ^
Q'o 0
7/I6°OIA.WASHER 1.144 IL y
D
d8 X 3/4'SMS 21 3/4" 00 N
0 /8*FROM ENDS MAX. .176 1'--.800 R Q g
I III I II AND 7°O.C.MAX. WOW.WIDTH Ry n O
_ * EXTERIOR FRAME * INTERIOR FRAME O 0 n ro o
W 18 1/8° RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTION W 3 LL N'
I (4)#8 X 3/4°SMS x p Q IO _N I
0 1-3/8"FROM ENDS io 1' LL?N
AND 6-1/2"O.C. MAX. - 3a o D.L.O. .J ZVZ'{MNV J
LI :'I� I _ i � 3 o Q W�'1� k•I�_
—�I175 X .052 DEEP111,50
{
IIII GROOVE f_ ,r,;-•_,._
I I �
IIII { V V] O= co
IIII W Q
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I I 1/4"POLYCARBONATE LEXAN
BY'SABIC INNOVATIVE PLASTICS' S
NOA 913-0717.01 { ] Q tLJ
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41
I I I ED
'III .175 X.062 DEEP EI
;III GROOVE J
ml?
II 111 I -� w
Tc
�% (4)()B X 3/4°SMS INSIDE ELEVATION23
® 1-J/B"FROM ENDS RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS ;,o s
I ,11 I AND 6-1/2"D.C. MAX. WINDOW LITES CAN BE IN ANY LOCATION IN DOOR SECTION
�( C
8%3/4°SMS m
B 11 III 1 � ®J//B°FROM ENDS .175 X.082 DEEP
I 11 I AND 4-1/2°O.L. MAX. GROOVE o d n
o^
A8%3/4"SMS I 0
®3/8°FROM ENDS
AND 7'O.C.MAX,
-_- --.-_ -__ - Eng,:JAVAD AHMAO I o
PACUICi REVLPDCIVIL
7/16'DIA.WASHER
Ill Y1y wft ft
\ CAN. 8J8 Ya1lAtoh�ell n
____ Aaa17t9se Nb /7
DOOR PANEL �6 $
24 GA. (.024)STEEL MIN. EXTERIOR 1, Bymn de� l
DOOR PANEL 15/16"MIN. M f' drawing no.
24 GA. (.024)STEEL MIN. GLAZING BITE O.L.OPG. Pto3,ct CantTW
WINDOW WIDTH 01-09
sheet 5 of 5
These Tables Are For GARAGE DOORS.IN
One and Two Family Dwellings
Garage Doors Installed In Buildings with a
Mean Roof Height of 30' or Less Located in Exposures B, C or D
Table R301.2(2) of the 5th Edition FBG Residential
COMPONENTS AND CLADDING WORST CASE DESIGN PRESSURE [PSF]
7160 EXPOSURE-B 9'x 7' Door=+24.3 -27.5
7160 EXPOSURE IB 16'x 7' Door=+23.3 -26.0
❑x.60 CP-OSURE_C' 9'xT}Door'=:+-29-Z, -33 (1 story and max 15'
7160 EXPOSURE C 16'X 7' Door=+28'2---- 1 5 mean roof height)
❑160 EXPOSURE C 9'x 7' Door=+34.1 -38.5 (2 story and max 30'
❑160 EXPOSURE C 16'X 7' Door=+32.7 -36.4 mean roof height)
❑160 EXPOSURE D 9'x 7' Door=+35.8 -40.5 (1 story and max 15'
❑160 EXPOSURE D 16'x 7' Door=+34.3 -38.3 mean roof height)
❑160 EXPOSURE D 9'x 7' Door=+40.4 -45.7 (2 story and max 30'
M1 60 EXPOSURE D 16'x 7' Door=+38.7 -43.2 mean roof height)
❑150 EXPOSURE B 9'x 7' Door=+21.3 .-24.1
❑150 EXPOSURE B 16'x 7' Door=+20.4 -22.7
M 15 EXPOSURE C '9'x 7' Door=+25.8 -29.2 (1 story and max 15'
❑150 EXPOSURE C 16'x 7' Door=+24.7 -27.5 mean roof height
7150 EXPOSURE C 9'x 7' Door=+29.9 -33.8 (2,story and max 30'
71 50 EXPOSURE C 16'x 7' Door=+28.6 .-31.8 mean roof height)
❑150 EXPOSURE D 9'x 7' Door=+31.4 -35.5 (1 story and max 15'
❑150 EXPOSURE D 16'x 7' Door=+30.0 -33.4 mean roof height)
❑150 EXPOSURE D 9'x 7' Door=+35.4 -40.1 (2 story and max 30'
1771150 EXPOSURE D 16'x 7' Door=+33.9 -37.7 mean roof height)
Notes:
■ Secure existing bucks per the Product Approval or Design Professional
Instructions prior to installing the door. Have product approvals
available at the time of inspection.
Glazing in Garage doors must comply with R301.2.1.2 (Glazing must
be impact resistant or shuttered)
Miami Dade N.O.A or Florida.Product Approval#
i