HomeMy WebLinkAboutProduct Approval F-IL-E C(. .
JUL 2A' 2411
MIAMI-DAM PERFV1 FF ori;.iu WAXI—DADS MUNTY
St. Lucie Com iv, FL PRODUCT CONTROL SECTION
11805.SW 26 Street,Room 208
DEPARTIY.IENT OF REGULATORY AND ECONODCC RESOURCES�AER) lvfiami,Florida 331'75)474
BBOARD AND CODE ADIYIfl`OTRA17ON DIVISION ,T.(786)315-2590 F(786)3-15-2599
NOTICE CE Off`ACCEPTANCE(NOA) tiYww.miamidade.s-oy/economy
DAD Door'Company,Inc.
17195 NW 98eiAveii�e
Hialeah Gardens,FL 33018
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of const ucticn materials.The
documentation submitted has been reviewed and accepted by Miami Dade County RER Product Control Section to be
used itibliami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHI).
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 is the accepted mariner,the
ma-aufadurer 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 determined
by lvfiami-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,
includi$g the High Velocity Hmricane Zone.
DESCRIPTION:Hurricane Master Model 821/811 Steel Sectional Garage Door up to 9.'-4"Wide w/
Window Lite Option (DP+50.0,-60.0 PST)
AFPROVALDOCUY=:DrawingNo.01-09,titled"Sectional Garage Door",sheets 1 through 5 of 5,
dated 02/01/2001,with last revisiou.K dated 03/21/2016,prepared by Al Farooq Corporation,si'Pad 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.
ATISSILE SACT RATING.-Large and Small Missile Impact Resistant i
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 sidetrack,
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 _
CATION 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 ofthis 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 andremoval of NOA.
A.DVERTISEIYMNT: 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 shag 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#15-0317.02 and consists of this page 1 and evidence pages E-1 and E-2, as well as
approval documentmentioried above.
'file submitted documentation was reviewed by Carios M.Utrera,PX..Iff !
NOA No.16-0330.02
MIAMI DARE COUNTY Expiration Date:August 9,2021
Approval Date:June 23,2016
�1. Page 1
- i i .
DAB Door-Company,Iu�.
1 NOTICE OF ACCEPTANCE: EVIDENCE 8 IVHT'TED
A: DRA-WIfiGS
I. DrawingNo.-0I-09,title -'Sectional Garage Door",sheets 1 through 5:of 6, dated
02/01/2001,witb last revision K dated 03/21/2016,prepared by Al-Farooq Corporation,
signed and sealed by-Jawad Ahmad,P.E.
B. TESTS "Sub7nitied.zmderNO.4#09-0128.04"
1, Test reports on 1)Uniform Static Air Pressure Test,Loading per FBG TAS 202-94
2)Large Missile Impact'Test per FB C,TAS 201-94
3).Cyclic Wind Pies sure Loading per FB Q; TAS 203-94
4)Forced Entry Test,pet FBC 24113.2.1,TAS 202-94
alongwith marked-up.drawings and installation diagram of a DAB 824 24 GA
Sectional Garage Door with Fixed Windows,prepared by Hurricane Engitreeriug&
Testing,Inc,Test Reports No..HETI-08 2149AB,dated 06/27/2008, signed and
sealed by Candido F.Font;P.E.
"Submitted under NDA #09-0128.04"
2. Test report of Tensile Test per ASTM E 8, Report N6.II]ETI,08-T 182,prepared by
Hmaicane .Engineering & Testing, Inc., dated 12/23/2008, signed and sealed by .
Candido F.Font,P.E.
"Submitted u7zder NOA ## 01-OSI 6.03
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`Ol/29/2001, signed and sealed by
Hector M.Medina,P.E.
4. Test report of Unifohm 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. !
S. Tent report on Salt Spray(Corrosion)Test per ASTM B 117 of apainted G-40 steel 1
panels,prepared by Celotex Corporation,Test ReportNo.258592, dated 08/17/1998,
signed by W.A. Jackson,RE,
Carlos M Utrera,P.E
Product Control Examin-er
NOA No.16-0330.02
Expiration Date:Augast 9,2021 l
Appro-YO Date:Sane 23,2016
E-1 t
E
DAB Door Company,Inc.
-
NOTICE OF ACCEPTANCE: EVIDENCE- SUBMITTED
C. -CALCULATIONS 'W-ubynilYed under NOA#14-0814.-OV"
1. Anchor verification.calculations prepared byAl Farooq Corporation, dated 09/22/2014 and
07/24/2014,signed and sealed by Javad Ahmad;P.E.
"Szzbm&ed zinderNOA#09-0128.04"
2. Anchor verification calculations prepared by Al-Farooq Corporation,complying with F.B.0'
2007, dated 12/19/2008,algaed and sealed by Humayoun F'arooq,PR
D: QUAMYA.SSURANCE
1. Miami Dade Department of Regulatory and.Economic Resources(RER)
E. MAT RIAL CERTIFICATIONS .
I. Notice of AcceptanceNo. 15-0915.08,issued to SABIC Innovative Plastics,for their Lexau
Polycarbonate Sheet Products,approved on 12/10/2015 and expiring on`07/17/2018.
2- Notice of Acceptance No.14-0311.08,issued to lusulfoam;LLC,for their
Insulfoam 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.11-0926.06,issued to Dyplast Products,LLC;for their
Dyplast ISD--Cl 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 Mock lnsulatior, 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.,Repo-tt No,HETI 04-A002,dated 09/27/2004,signed and sealed by Rafael E.
Droz-Seda,P.E.
7. 'Test Reports on Tensile Test pet ASTM D63 8 of`TVC Extrusion Material",prepared by
Hurricane Engineering&Testing Inc.,Report No:HL+TI 04-T251,dated 11/29/2004 signed
and sealed by Ghia,P.E. i
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 BTC Laboratories, I
ReportNo. 04-761-15019,0,dated 03/06/2004,signed and sealed by J.L.Doldan,P.E. "
i
F. STATEMENTS
1. Statement letter of code conformance to the 5"edition(2014)FBC and of no financial interest }
issued byAl-Farooq Corporation,dated 03/21/2016,signed and sealed byJavad mad,P.E. l
Carlos M.Utrera,P.E. -
Product ControlExamm-er
NOA No.16-0330.02
Expiration Date:August-9,2021 t
Approval Date:June 23,2016
' 3
' 4 ii
7
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• T'OP FDOURE 5-1/2'•X 2-3/4'X'O.1'
7-1/2'X 3'X 471'GALV.STEEL / ° •'
ENO HOLLER HINGE STEEL PLATE VENO ONE 5/1B-19 fd5 W NUT a I
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®`y \\ (5)J14 Y.3/4'$ELF DRILLING SCREWS LF
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a' 1 seCiloN fe" 3 SEOIHINS 2t' W 5 P 1�P5 FAIC R I 1 i // OP s"WIDE AT 7"O.C.LIAX_ OPRDLJAL FEUSEI FACE U Z I
I I OPENING AREA NOT TO IXCFED WOOD GRA1N DESIGN V) IO
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7'-fi' s SECTIONS 1H'1 6'X 3"%0.1'
71-S' CR NS 16'7 SECTION Zi' STEEL LATE--'V IJ ® i/ \\\ ® //`� bL1X.DOOR 4flbTTi ;
8' 3 SECTIONS 1a'2 DNS 21m WITH (2).J14 X 5/8'-SMS /,, s'.-+ 1
W-3' Z SECRONS 1B'3 SECTIONS 21 \ / `��__�`•'- r--�
5•-6• t 5='CTION 16 4 sEcDams 21• BRACKET BRAS INSIDE ELEVATION
6'-H' 5 SECTIONS 21 STD, LFT DOOR LOW HEADROOM
s' 6 S ONS ta"- DOOR OPTION RAISED PANEL EM80S5® DOOR
Er�3' S SECTIONS 1
6'1 SECTION 21'
-6' 4gORONL 16'2 6TFDONS 21' 7-7/B"X 3-1/8°X.010' -
e'-s' 3 sEoaoNs ta'13 sEcno 2Y STtEL PLATE• DAB DOORS INC, o`-€
lo, 2 SECTIONS 16'4 SECTIONS 21 WITH(4)¢t'4 X 31e 805 ® � �'N�' 1 1
to'-3' 1 sETT1oN te" a cnata 21 CA's SLE /T Hlm-1Cane blaster Model 624/811 11
6 SECTIONS zY- 0LITSTD� ¢74 X—.3/4! SELF DRILLING SCREWS MAY BE USED UM 1
MoX.Size 9•-4 X i 6•-O"High
10'-9' 6 SEC[IOtS i3'1
EMM
21' HANDLE ENO STILE IN LEU OF A14 X 5/8'SMS _ With Vindow Isla OpUon a o
11' S SECaolls le 2 SEF5T$21' ,
11--3' 4 SECTIONS 1e" SECTIONS 21' DESIGN PRESSURE RATING'[ i 50.0 PSF
11•_6- s SECTIONS e'4 sEctro zt• 'THIS PR00UCT IS RATED FOR LARGE MISSILE IMPACT A v
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1'-D' 2 SECTIONS 1H'S SECRaNs 21 - 60,0 PSF' L - I
12 1 SECTIONS 1a• SECTIONS 21 INSTALLED ON°EiNO STILE - o°van 2 ,
12'-3• >•SECTIONS zt - o WITH(4)J14 X 5/E'SM5 GENERAL NOTES PRODUCT RENEWED
s SECTIONS tH x^^cmxas v Q as mmplYlhs with tha FTorlde
12'x' 6 SECTIONS 1H' oNs 21' JsT X.5W LACK BAR L THIS PRODUCT HAS BEEN'(SM
AND TESTED TO COMPLY WITH THE Bu8dfh9 Code t
ENGAGES IN TRACK REOUIRBIENT5 OF THE 2014(S1H m1DOH)FLORIDA BUItDwD CODE WCLUDING NO a. iG-0330,02
IH' 4 SECTIONS 18'k SECOONs 21' ON EACH SIDE OF DOOR HIGH VELOCITY HURRICANE ZONE(HYFLZ). \111(11
i2r-3' 3 SELMONS 18' 08/09/2D2j
SECOONS 19 6 sOCnONs 21^ 2 ANCHORS sHALL.UE As LISTED, SPACED As SHOWN ON DETAILS.
17'd' 1 SECTION 18' 7 SECaONS 21' OUTSIDE HEYED IpCH(OPTIONALLI ANCHCW EMDET)MENT TO BASE MATERIAL.SHIM1I_BE BEYOND WALL � : �;•'CHtyF•='�/ q � � I r ;
I 6,5cCRWIs 21'- LOCK BM LOCKING SHOO DRESSIWG OR STUCC0. m_"Ii- d producif;ith4vl - 'v�
14-3' 6 ScC71ol'S ta' SECTIONS 21' ALTERNATE TO SPRING LOADED SLIDE WILT 3, ALL 6OLT,NUTS AND WASHERS SHALL BE LNC PLATED CARBON STEEL _ _ a
u'-s' sttcDots Its 4 sB:DoNs 21 LOCKS SHOWN ABOVE. 4, ANCHORING OR LOADING CONORtONS OTHER THAN THOSE SHOWN IN `'Pt: * �T�7- ,`o •3`
14'-Y 5£CUUNS 1St MKS 21 TTIESE DEMLS ARE'NOT HAT OF THIS A-PROWL
ts' STLTIorS IH s SECTIONS 21: 5, A WAD DURATON INCRIPSE LS USED M DES GN 9F ANClIORS INTO WOGp ONLY- 0 OF drawing'no. 1
15-t• 15'cCC'ID10N 18' 8 SECTWttS 21^ oCOR TESTED M AL.'COROANCE WITH THE REAUIRFJdINTS OF FLOFJ0.4 ���,`p''.,,ORN� 'G 0'�.-.�9 II
15'-s' S SECTIONS Zl' BIAIOMG CODE,TAS-202•T,LS-201 &TA5-203 FOR FNHZ
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s/16"x 1-5/8'LAG SCREW INSTALLED IN 9/16'OIA. HOLES IN CENTER STILE
(F1R.L.Y TPEP.t4READED) POSITIONED AT EYE C.EYEL Tr
ONE BRACYET � ENO STILE 00
OPTIONAL STOP MOULDING ANCITORS A �'�cR'gger'�. o n I
FOR comicanON 9F w9OD BUOX BY DOOR INSTALLER X},bra"Tu pews-s�T Rv°PCwFRa W
TO MASONRY SEE lWTi 9N SH..ET 4 2 MIN.04BEO two cONCP,E7E
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SOUTHERN PINE 1/2'X 7-3/4°X.059'FT:P.HEO STEEL FLAPS ANT 3/16°ALUM RNErS 1-11r MIN.ENBEB INTO CONCRETE-OR FILLED BLOCK J ��
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INSTALLED ON ROLLER SHAFT '15 I TATr f
MERZOR HILiL' 1E2•DIA x,W STEEL ROLLERS(STD.) PR*13 IT"T REND-WED •q=A�rryr
14(;.TRACK 1.02 DIA•X,50"N14ON ROLLER6 4PT j&) as Id-121ying%m ith the,PItrrIH-a.
13 GA.x 2-•1ja°x 1"(srANOAlm} s.7s°oIa x 1W STEEL NoLrFRs�OPTICNALj 19wlaAog(aa. c
FAS�'TOS 78KX FLOES'(OPROtU1} � 275°DIA X 50`NYLON ROLLERS(OP110NAL) NOA-No, 16-X1330.02 7�}.jr~ *,,. �
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2 X 2 X 1/8"HOP,IZ.ANGLE fn I i
PCP FaVET5 Sff6''X 1.'-5/8"{AG 5CREIYS INTO WOOB OR•. HORIZ.TRACK SUPPORT SPOT Wr7.OED'70 HOfat TRACK
3'X JOV 6/[1�6°SLEEVE rPLATES
CENTER SUPPORT REQO.ON DOORS WTIH TWO WELDS AT 1-1/2'APART m 1
GALV.511].. WITH 1-1/4'alSED INTO EOIMEEDING 8 FT.IN NEIG FIRST AT 3'ox. I
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TO PANEL AND FASTENED TO - 6'-6' 21"16' }8°21"N/Ai1"TO 2'11-3/4" 23° 34" 45" 56" 67'
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k-SECRONS ARE NUMBERED STARTING AT THE BOTTOM
_ 1.82'DI.-X.50"ROLLERS c" FOR DOORS MORE THAM 8 FT, HICK USE AOOTRONAL TRACK BRACKETS AT 10"D.C. � � 1
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12 9A.CAM STEEL .. �\11 fu Irr,
W/�'>F�5A s15CKET ED PRL3ilUGY RENEYlg0
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O BOTTOM SEAL OPTIONS MOA-Pio. 164330.02'
SEE SHEEP 4 Ekpi.flon 01110912B2.1 •,�: * 77 !
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. 3}" REINFORCEMENT
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WOOD BU 1 I AND 18'O.G MAX. / I AND 19'O.C.MAX. :3 y 1
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THE INSDUANON METHODS SHOWN ABOVE SHOWS 2XB SYP WOOD BUCK ATlAGHMENT O M 1
To WOOD STRUCNRES_IF THESE METHODS ARE FOLLOWED NO ADDRpPIAL CALGULAMN5/DESIGN W '
WILL BE REQUIREOf FOR DESIGN OF GARAGE 00011 ANCHORAGE
FOR DOOR REPLACEMENT APPLICATIONS WITH NO ENGINEER OF RECORD,INSTALLATION MAY BE ANCHORSPACING `�$`
VEdFIED AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION. ANCHORS STRUCRTRE EMBED SP ING EDGE 1ST. (j Z f"!D
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-3/3- C SLEEVE BY HI GONG_ 1-1/47 8° 1-5 B Q '
31W HLC SLEEVE BY YULIY LLED BLOCK 1-1 4" 8° 4- ¢ I
3 e'OYNABOLT 'TRV' CCNG. 1-1 2" H° 2° O OC
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3 8"DYNA13CLY BY'RW' FVIa BLOCK 1-1 2- B' 2-1 4 '
SIM STRUCNRE BY OTHERS � O z
8/16'X'15/8" MUST SUPPORT THE LOADS IMPOSE) 58-
8'PO ER-BoV BY POWER COPIC. 2' e' t-7 U p ,^ } 1
LAG.SCRE1Ys BY DOOR SYSTEM SLEEVE-ALL BY'S1MP50NS' CONC. 1-1,f2- 8' T-4 B' Lo E n I
AT 12'D.C. CONCRETE V.-3000 PSI MIN. CQq ¢
5/1 n CIA_BOLTS C-90 GROUT FU1.ED"BLOCK fm=2000 PSI�
WOOD BUCK OONN£OiIOpW TO h1ASONRY iD: fff AT 1 WASHER MAXNUT
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AT 12'D.c. AR
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PRESSURE TREATED 2XS 5yp WOOD JAMBS BE ED TO I' +II i
GROUTED ReNFORD sONRi BLOCK WALL OR COMr-COLUMN WITH
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GROUP FILM BLOCK WALL,WITH 2-1/4'i1W.DIBEO e $ N i
16"OL_URO 3000 PSI CONCRETE.WITH 1-3/4'W .EMOED 7-1/4'X 2-1/2'X 14 GA I
2-1/Y MIN.ED S DISTANCE 1'-t/2' I-1/z' - cONt.STEEL AtZulE f .
1/4'TAPPER BY'POWEAs'WRH SPACING OF / 5
14"0.G INTO GRaUr FILLED BLOCK WALL_WITH 1 MIN.EMBED t2 El GALV�STEEL
16"O.C-ORO 3000 PSI CONCRETE,11TM 1-3/4'MIN_EMSED 1/16"X 2-1/2 FIAT BRACAEIS#3'LONG LVET'X t'-X 14 GA e
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MIN.EDGE DISTANCE -FILET WELDS AT IY O.C.1N b00R OPNC, SIM TRACK °' r o i
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7/e'Or
BY'ELCO'OR LORMECiFD TO COPQ.ANGLE W 2)1/i-20X5/8'TRUSS;HO, R
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to LOCK NUT j )
2f 0.C•IITO 3000 PSI CONCRETE,vINPt 2-1/2'RAN.EMBED
2"MIN..EDGE DISTANCE CON7IN000S ANGLE TRAr'Y REVERSE TICK C.d/NRN000S ANGLE TRACK m o-R R j
HlL'SLEEVE 8Y'F{ILlI'WI1H SPACING OF 7�W000 BUCK L TO CONCR,,FTT'Ano fl`I Fn Rl OCK
8`O.C.INTO GROUT FILLED BLOCK WALL,WRH 1-1/4"MIN_EMBED,4'LEN.EDGE DIST. L 1
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PREPARATjON"OF'JAM98 9Y MERS' .♦�( Ari o 3 1
FOR NEW LDN5IRUGRON ENGWEER OF RECORD OR ARCHITECT 70 VERIFY IRAODUCT RENEWED I ) R
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ADEQUACY OF Sl1PPIXi71NG IAUCTURE W SUPPORT'LOADS 0.1POSED
as torilp ot4'11f1 t80 flol'Itfa
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•BY DOOR STS W. MOA-No. 164)330.02
FOR DOOR REFLACEMEHF PI REIROFW BUILDINGS WTTH NO ENG04EER OF 'SY• '� _ v m •I +
REGCRD,DOOR INSTALIATtON MAY BE REVIEWED AND APPROVED BY EScplratlon 08(09YLD29 -'4P (iy, a c 1 I
BUILDING OFACIAL UPON WSPECIION, Q t• aF aydraWiT13 no.TREQ
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PJAXRdUM F%TERIOR(+)LOAD PER JAMB=(9.33'%50 PSF)I2=231.3 Lbs per Ft h73ami-Da Froduei Camtrol �! '•^O '.:•T?�� V 1—o'J
MMMUM MIM R*-)LOAD PER JAMB=(939'X 60 PSF)/2=2794 Lbs per FL - �T�AOQ�it��♦♦. - .
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� oCHAPTER 26 OP.E'BODooR PNIEL SEE EVIDENCE PAGE
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