HomeMy WebLinkAboutProduct Approval 7
MIAMI-MIAMI•DADE RECEIVED OCT 0 7 2015
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.miamidadg.goy/economy
DAB Door Company,Inc.
12195 NW 98"Avenue FILEk0*1'P'0Pg
Hialeah Gardens,FL 33018 y
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 Tight 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 I 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 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 thi's 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 914-0814.04 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
COMMIJAMI-DADE COLIN Expiration Date:August 9,2016
M=
E=0=1 Approval Date:June 11,2015
IS Page 1
DAB Door Company,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBARTTED
A. DRAWINGS
1. Drawing No.01-09,titled"Sectional Garage Door",sheets I 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#09-0128.0411
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 24113.2.1,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.
"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.Font,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.
Carlos M.Utrera,P.E.
Product Control Examiner
NOA No.15-0317.02
Expiration Date:August 9,2016
Approval Date:June 11,2015
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 12/1912008,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 Insulfbam,LLC,for their
Insulfbarn 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 11/10/2011 and expiring on 01/11/2017.
4. Notice of Acceptance No. 11-0926.66,issued to Dyplast Products,LLC,for their
Dyplast ISO-Cl Polyisocyanurate Insulation,approved on 11/10/2011 and expiring on
01/11/2017.
5. Notice of Acceptance No. 10-1129.04,issued to Cellofbam North America Inc,for their
Expanded Polystyrene Block Insulation,approved on 02/2412011 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 HuiTicane 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 k Testing Inc.,Report No.HETI 04-T251,dated 11/29/2004 signed
and sealed by L Ghia,P.E.
8. Test Report on Self-Ignition Temperature Test,Rate of Bum Test and Smoke Density
Test of"REHAU non-foam PVC extrusion material",prepared by ETC Laboratories,
Report No.04-761-15019.0,dated 05106/2004,signed and sealed by J.L.Doldan,P.E.
F. STATEMENTS "Submitted tinder NOA#14-0814.041,
1. Statement letter of code conformance to the 5"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.
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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END ROLLER HINGE __ STEEL PLATE WITH ONE 5/16-18 MS W/NUT
W/(6) #14 X 5/8"SMS FASTENED TO END STILE WITH OPTIONAL DOOR NEWER AY $
WITHOUT DELRON SLEEVE(STD.) O- (6) #14 X 3/4"SELF DRILLING SCREWS TO BE INSTALLED AT i
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8'73' 2 SECTIONS 10'J SECTIONS 21"
I SECTION 16" 4 SECTIONS 21" _/•"'� r—•—`�
W-9' 5 SECTIONS-iT- 13RACKET BRACKET INSIDE ELEVATION
.,s' 6 SECTIONS t6"- $TO. LIFT DOOR LOW HEADROOM RAISED PANEL EMBOSSED DOOR
W-3" 5 SECTIONS 16'1 SECTION 21' DOOR OPTION
SECTIONS IB'Z SECTIONS 21" .. m
9'-9"_3 SECTIONS 18'3 SECTIONS 21" 7-7/8"X 3-1/8"X.OSO" o o
10' 2 SECTIONS 18"4 SECTIONS 21" STEEL PLATE .91
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10'-S" f SECTION 18^ 5 SEGNONS 2i' WITH(4)#14 X 3/4"SDS o
w'-8" 6 SECTIONS 2T'- _. Hurricane MOstnf�Model B24/811
6 SECTIONS t8'1 SECTION 21' OUTSIDE #14 X 3/4"SELF DRILLING SCREWS MAY BE USED Max. Size 9'-4" X 16'-0" High `u
HANDLE NO STILE With Window Lite Option
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it' S SECTIONS t8'2 SECTIONS 2I" IN LIEU OF�T4 X 5j8"SMS P On
I1'-3" 4 SECTIONS 18"3 SECTIONS 21" -'"
i l'-6" 3 SECTIONS 18"4 SECTIONS 21' ((-T�HIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT DESIGN PRESSURE RATING = + 50.0 PSF
11'-9' 2 SECTIONS t8'S SECTIONS 21" BAR GUIDES Lam., _- !• � - BD.Q P$F t" u
12' 1 SECTIONS 18'6 SECTIONS 21" " C e
12'-J" 7 SECTIONS 21'- 1,LICI
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12'-6" 6 sEcnans 18"2 SECTIONS 21" " t7 GENERAL NOTES M a LL t =
12'-T S SECTIONS 188_J SECTIONS 21' U tBY X.6W LOCK DAR L. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
13' 4 SECTIONS 18'4 SECTIONS 21" ENGAGES IN TRACK REQUIREMENTS OF THE FLORIDA BUILDING CODE(FBC)FIFTH EDITION (2014)
3 SECTIONS 18'S SECTIONS 21" ON EACH SIDE OF DOOR INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ). o
13'-6" _2 SECTIONS IB'6 SECTIONS 21' i
� t SECTION t8' 7 SECTIONS 21" OUTSIDE KEYED LOC (OPTION 2. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. EAgr:JAVAO AHIMO p9A)OWrnV6W
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ON ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL a
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14' B SECTIONS 21"- LOCK BAR LOCKING SHOWN DRESSING OR STUCCO. FLA.PC 7(+592 £. c
14'-3' 6 SECTIONS 18'3 SECTIONS 21" ALTERNATE TO SPRING LOADED SLIDF BOLT C.A.N. 38
3. ALL BOLTS,NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL. Aootpmlxt N�/.'F•G O U
14'-8" S sECDONS IB'4 SECTIONS 2V LOCKS SHOWN ABOVE ��G
14'-g-_.._4 SECTIONS TB'5 SECTIONS 21' 4. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN
�15' -_3 SECTIONS IB'6
SECTIONS 21° THESE DETAILS ARE N07 PARI OF THIS APPROVAL.
2 SECTIONS IB'7 SECTIONS 21' 5. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. A YOO
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IS'-9 9 SECTIONS 21'- BUILDING CODE,TAS-202,TAS-201 do TAS-203 FOR FIVHZ AND V -�`�
t6' 6 SECTIONS 18"4 SECTIONS 2i" ASTM E1886-05/ASTM El 96-09. Sheat--1—of 5
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ONE PER BRACKET
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5/16"SLEEVE ANCHORS CENTER'SUPPORT RE00. ON DOORS `If o
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BRACKET
n _ _ FASTENED W/(fi)# f4%5/8"S.M.S. PER. _ _ A--� REST AT 9"O.C. p
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M. CREWS 8 X 3/4'HEX HEAD WELDED TO 1-1/2"X 1-1/2"X 14 GA.ANGLE A--� 2} 1J4-20 X 5/8"BOLT&NUT
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W/ .44 DIA. X 4-1/4"STEM p
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DRAWING QUALITY G-40 66
-- MIN.YIELD STRENGTH a 34 KSI E x
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POLYSTER PAINTED TOP COAT
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SECTION A-A 1.,,.__..�01-09
sheet
3'4` REINFORCEMENT
IN. FORMED STEEL"X '1158"
DOE Ra X I.,
_ DIST. SELF DRILLING SCREWS ---` v 08 X 1" - o
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WOOD BUCK CONNECTION TO WOOD SUBSTRATE (WOOD SPECIFIC GRAVITY SG-0.55 MIN.) U
IpW M M
THE INSTALLATION METHODS SHOWN ABOVE SHOWS 2X6 SYP WOOD BUCK ATTACHMENT
TO WOOD STRUCTURES.IF THESE METHODS ARE FOLLOWED NO ADDITIONAL CALCULATIONS/DESIGN I C7 4lJi
WILL BE REQUIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE. 6. S�E5
-
FOR DOOR REPLACEMENT APPLICATIONS WITH NO ENGINEER OF RECORD,INSTALLATION MAY BE _ ANC1fOR SPACING__,� U = a
VERIFIED AND APPROVED BY THE BUILDING OFFlCIAL UPON INSPECTION. ANCHORS STRUCTURE EMBED SPACING EDGE DIST, (aj z ~Z
C SLEEVE BY HILTI'_ CONC. 1-1 4' 8" 1-5 8 0 to i
cn
C SLEEVE BY'HILTI FILLED BLOCK 1-1 4" 8" 4' Z
I 2" _ B" Of
_ 2 O OSTEEI.STRUCTURE BY OTHERS DYNABOLT BY'ITW- FILLED BLOCK 1-I 2- B 2-I 4"
5/16"X 1-5/8' ER-BOLT BY'POWERS' CONC. 2'lAC SCREWS —MUST SUPPORT THE LOADS IMPOSED E-ALL BYSIlAPSONS'I CONC_ 1_1/2" B" 1-7 Bw 'nAT 12"O.C. BY DOOR SYSTEM - rn
CONCRETE 1'c = 3000 PSI MIN, Q
C-90 GROUT FILLED BLOCK Fm 2000 PSI MIN. ff p =
' 5/16"DIA.BOLTS 1�---
WITH WASHER& NUT - �
WOOD BUCK CONNECTION TO MASONRY °" "
AT 12"D.C. MAX.
"- EDGE DIST.
PRESSURE TREATED 2X6 SYP WOOD JAMBS WHICH SHALL BE ANCHORED
GROUTED REINFORCED MASONRY BLOCK WALL OR CONC.COLUMN WITH 1
I/4"ULTRACON BY'ELCO'WITH SPACING OF
16'O.C. INTO GROUT FILLED BLOCK WALL.WITH 2-1/4"MIN.EMBED -
16"O.C. INTO 7000 PSI CONCRETE,WITH 1-3/4"MIN.EMBED 1-1/4"X 2-1/2"X 14 GA I o u
2-1/2"MIN. EDGE DISTANCE 11_1/2" 1-1/2" `- CONT. STEEL ANGLE
1/4'TAPPER BY'POWERS' WITH SPACING OF __ -�•i
14"O.C.INTO GROAT FILLED BLOCK WALL,WITH 1-1/2'MIN. EMBED 12 CA.GALV.STEEL - 2-I/8"X 1"X 14 GA.
16"O.C. INTO 7000 PSI CONCRETE,WITH 1-3/4"MIN.EMBED 1/16"X 2_1/2 FLAT BRACKETS f3"LONG GALV. STEEL TRACK
3"MIN. EDGE DISTANCE FILLET WELDS AT 12"O.C.IN DOOR OPNG. FASTENED TO TRACK PLATES
3/8"CONFLEX BY'ELCO'OR AT 12"O.C.MAX. AT 18"O.C.ABOVE DOOR OPNG. W/ (2) I/4-20X5/8'TRUSS HD. N
3/8"LOT BY'f BY'WITH SPACING OF CONNECTED TO CONT.ANGLE SLOTTED M.S.&LOCK NUT -
24"O.C. INTO 3000 PSI CONCRETE,WITH 2-1/2"MIN.EMBED W/(3)SPOT WELDS AT EACH SIDE o v-
2"MIN. EDGE DISTANCE CONTINUOUS ANGLE TRACK REVERSE TRACK CONTINUOUS ANGLE TRACK
3/8"HLC SLEEVE 8Y'hIILTI'WITH SPACING OF TO WOOD BUCK TO STEEL TOON RET AND FILLED BLOCK
C
B"O.C. INTO GROUT FILLED BLOCK WALL,WITH 1-1/4"MIN. EMBED, 4"MIN. EDGE 01ST. "—
1;"
j/.C. INITOE300DGE DISTANCEI CONCRETE,WITH 1-1/4"MIN.EMBED AND ALTERNATE TRACK INSTALLATION _
PREPARATION OF JAMBS BY OTHERS En9r.JAVAD AHMA9 Y
CML PAOMN'[J<fLVISBP
FOR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TO VERIFY FIA.PEA 70592 waarytfiy.rilhlloe PlorNs o 1
ADEQUACY OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED C.A.N, 578
,3vallIft u un
BY DOOR SYSTEM. LL43/ "OCA
FOR DOOR REPLACEMENT IN RETROFIT BUILDINGS WITH NO ENGINEER OF _
RECORD,DOOR INSTALLATION MAY BE REVIEWED AND APPROVED BYB - ?--�
BUILDING OFFICIAL UPON INSPECTION. f drawinn g
MAXIMUM EXTERIOR(+)LOAD PER JAMB = (9.33'X 50 PSF)/2 = 233.3 Lbs per Fl. M D15 hno4Ke 01-099
MAXIMUM INTERIOR(-)LOAD PER JAMB (9.33'X 60 PSF)/2 -279.9 Lbs per Ft. Sheel 4 111 5
*PLASTIC COMPLIES WITH SDo r-�-,250 y..V a
DOOR PANEL CHAPTER 26 OF FBC � — � g
24 GA.(.024)STEEL MIN. SEE EVIDENCE PAGE
z o
1.765 1.725 O
6
7/16"DIA.WASHER O
M
1.144 � d I'u
t 0t .4
(� 51
08 x 3/4"SMS 21 3/4" 7 3� V O ro
Ot .l, I { A 7" FROM ENDS MAX. S.- Fes--.800 �r. M
A I u 11 I l AND 7"O.C.MAX. WOW.VBDTH .176 O 0.4 p
_ E TERIOR F * 0 0 r it 1
W , X FRAM INTERIOR FRAME mo .C N
I i I I I (4)#13 x 3/4'SMS w 18IX/-e" RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTION y�
11 i' 0 1-3/8' MA
FROM ENDS _ y
AND 6-1/2'O.C.MAX. v 3 o Dom- [..0. tNW) @
:111 175 X.052 DEEP
I'II -GROOVE
— -01 1 I� 03
FFI I 1 4"POLYCARBONATE LEXAN i .r. 0 M
BY'SA81C INNOVATIVE PLASTICS' Iy( Ili
111 / I* ti O
1 M
111 NOA x+13-07,261 A Q J
t
�E cr 111 91 6x
00
Z J 1111 r � r 0
Z CC
• } F= � ZfJ In
0
,I .1 w kyer( o
III' r
F GO
i
GROOVE DEEP
I i }
fill
(a)X16 x 3J4"SMS INSIDE ELEVATION
I III ,r' ® 1-3/8"FROM ENDS RAISED PANEL EMBOSSED DOORWITH OPTIONAL WINDOWS H
111 t AND 6-1/2-O.C.MAX. v 013 0o
i (tp WINDOW LITES CAN BE IN ANY LOCATION IN DOOR SECTION ;
#8 X 3/4'SMS c
III i j 0 3/8'FROM ENDS ,175 X.062 DEEP
+ t AND 4-1/2"O.C. MAX. GROOVE y
t 1 2 m
N8 x 3/4"SMS
0 3/8"FROM ENDS _
AND 7'O.C.MAX. r- _
_ _ _ _ Engr;JAVAD AHMAO 1 g
7/1 6-DIA.WASHER '-'``"--- -------7--- GN;L PAODUC7 AEYLYPD
FIA.PE&70 92 bt iA"Wl{fl Illi f6w6b s I
\\�.,,. ",��•."—'^STI ,3530 B"Zo LID& a
Aoatpteoot Fb � 'S p
.a
DOOR PANEL _ S a
24 GA.(.024)STEEL MIN. EXTERIOR _
DOOR PANEL 15/16' MIN. D.L.OPG. M ur drowin no.
24 GA.(424)STEEL MIN. Z.1.1 9
GtA284G B,TE
WINDOW WIDTH 01— 19
sheet of 5