HomeMy WebLinkAboutProduct Approval MIAMIjOE RECEIVr-D 0 'Z' LU IJ MIAMI-DADE COUNTY
PRODUCr CONTROL SECTION
11905 SW 26 Street,Room 208
DErARTME NT OF REGY)LATORY AND ECONOMIC RESOURCES(RFR) Miami,r-torlda33175-2414
BOARD ANIi CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE LNOA)
DAB Door Company,Inc.
12195 NW 98"'Avenue FILE COPY
Hialeah Gardens,FL 33018
SCOPP...
This 1q0A 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 UM?roduct Control Section
on to be
used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(ABJ).
This NOA shall not be valid after the,expiration date stated below.The Miami-Dade,County Product Control Section(hi
Miami Dade County)and/or the A14i @1 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 perforra in the accepted manner,the
manufacturer will incur the expense of such testing and the A14J may immediately revoke,modify,or suspend the use of
stick product or matwial within their jurisdiction. R8k reserves the xl&to revoke this acceptance, if itis determined
by Miami-Dado County 11roditot Control Section that this product or mawrial falls 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`Lone.
DESC1tIPT)ION:Hurricane Master@ Model 8241811 Steel.Sectional Garage Door 10-2"Wide With
Window Lite Option QDP+36.0;-44.41 SF)
APPROVAL DOCUMENT:Drawing No.02-11,titled"24(!A.Roll Formed Steel Seotional Garage
Door".dated 0911012002,with last revision K dated 03/0912015,sheets I 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 Mami-Dade County
Product Control Section.
AUSSILE hRACT RATING;Large and Small!Missile Impact Resistant
LABELING:A permanent label with the maAufacturer's name or logo,manufacturing address,model/series
-number,the poskive 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'Miand-Dade County Product Control Approved' is to be located on the door's side track,
bottom angle,or inner surface of a panel.
MNE WAL 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.
TE RYONATION of this NOA will occur after the expiration date or if there has been revision or change in the
materials,use,and/or inanufactore of the product or process.Mlsus(-of 1his XOAas an ondorseniont of any Product,for
sales,-advertising or any other purposes;shall automatically terminate,this NOA.Failure to comply with any section of
this 1\10A shall be cause for termination and removal of NOA.
ADVERT1$Tt,Wf NT. The NOA number preceded by tho words Miami-Dude County,Florida,and followed by the
cXpireitioA data may be displayed in advertising litOrAtUte. If any portion of the NOA is displayed,then it shall be done
in its entirety.
NSPE CTION-.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#14-0814.10 and consists of this pag e* I and evidence,pages J3-1 and E-2,as well as
approval document mentioned above.
The submitted docturientation was reviewed by Carlos M.Utrers,P.E.
V'VA M I DA 0 E CO V NT V M Expiratlonl)tfti.July 21,2020
Approval Date:April 23,2015
Page I
I�4111
A"3 )A eitN-7
23AE Door:Company,Inc.
NOTICE OF f1CCIt;PTANCV.: EVIDFNer, SYTBlY11'I"TCI�
A. DRAWINGS
I. Drawing No.02-21,titled"24 GA.Roti Formed Steel Seotionat Garage Door",dated
09/10/2002,.with last revision 7 dated 11/0712014,sheets 1.tiurough 5 of 5,prepared by Al-
I�aroaq Corporation,signed and settled by Javad Abmad,P.B.
B. TEST'S "Sribniitted under NOA.#11-041412„
1. Test Report on Uniform Static Air*,Pressure Test,Loading and Forced Entry Test per PBC,
TAS 202-94,of"DAB 824 Sectional Residential Garage boos"prepared by Hurricrnic
Engineering&Testing 7nc.,ReportNo.l1MTX 07-4204,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 FEC,TAS 203-94,of"DAB 824 Sectional Residential Garage Door';prepared by
Hurricane Engineering&Testing Inc.,Report No_HIM-11-3204,dated 01/20/2011,signed
and seated by Candido F.Font,P.E.
3. Test Report on.Tensile Test per ASTM E8-08 of"Sectional Residential Door(skin)",
prepared byRurricane Engineering&Testing Inc,Report No.INTI 11-T100,dated
01121/2011,signed and sealed by Candido F,Font,P.E.
"S'aabttaftted ander NOA#:.05---.Dj:28.'0.2 y
4. Test Report on Large Missile Impact Test and G`ycfic.Wind Pressure`fest,cif"Sectional
Residential Door with Windows",prepared by Hurricane Engineering&Testing Inc.,Report
No:HETI 03-1325,dated 07/15/2003,sighed and settled by Rafaot fit Droz-Seda;P.E.
5. Test Report on Unifonn Statio Air Pressure Test,of"Sectional Residential DOok"prepared by
IJurricane Engineering&Testing Inc.,Report No.IIETI 03-1329,dated OWI(15/2003,signed
and sealed by)Rafael E.Divz-Scda,P.E.
G: Test Report ott Tensile Test per ASTM E-8 of"Sectional Residential Door(slimy",prepared
by Hurricane Engineering&Testing Inn,Report No.HMi 034078,dated`10/3112003,
signed and seated by Rafael E.Droz-Sella;P.E.
`WSrrbinitted under MA#03-0210.04'•
7. Test report on Salt Spray(Corrosion)Test per ASTM B 111 of a painted G-40 steel panels,
prepared by Celotex Corporation,Test Report ltitq:255592,slated 08/.17/1998,signed by W.A.
1ackson,
C. CALCULATIONS "Stdit)nitted under iFi(?.Af#14.98.14.70"
1. Attabor verif ention calculations prepared by M-Inmost Corpora,tign;elated 09/22/2014 and
07/24/2014,sigaed and seared by Javad Alunad,P.E.
• Cirrlds M_YJirera>ix.�.
1'rc,au ei Ct�sixat>�xa rntner
NOA No.15-0304.01
Expiration T.tmtc:July m,2020
hpproval Ddc;April 23,3025
^�� i !r 1/Yf4fYr1 �� ran i i►ni�i e nnn �C.n.i nn nnis t."2 n r 1 n"2
DA'R boor Company,Inc.
NOT10E()fP ACCEPTANCE,: FV-1DTi.'MC.T,,S1J(1MF1'R7ED
C. CALCULATIONS(Cout.)
"Submilletl under NOA#11-0414.12"
2. .Anchor verification.calculations prepared by AI-Furouq(309)0rilt-1071,001111)[Yillg With F-131,
2007,dated 04/0712011,Signed and scaled bYJallrid Abillad,-P-E-
3. Anchor verification caloulations preparcd by AI-1`aroo4 Corporation,cowplyiuA with F.B.0
2007,dated 1211012008;sig iudand scaled by[him,(1youn Farboq,P-rl*,.
"Submilted ruiner NOA#(19-41241.02
M QUALITY ASSURANCE
1. Miaml-'Dadu f)upartme.m.ofRugulatory mid Economic Resources OZE R)
h MATE1,RTAL C.ERMICATIONS
1. Notice of Acceptance No. 13-071 7A 1., issued to SAB 1C'Innovative Plastics,for their
LexanTicct Products,approved oil 11/28/2013 andexpiring an 07/02018z
2. Notice of Acceptance No- 14-0311 AM, issued to Insuffbaill,LLC,for their
TmObain Expandud Polystyrtme,Insulation,approved on 0811 4T2014 alid Oxpiring.oil
11/29/2017.
3. Notico of Acceptatwe No.tl-0926.07,i.-jsm-d to Pyplast Products, for their Expanded
llotystymne)ilock Type Insulation,approved on 11/101)011 and cxpiring on 01/11/2017.
4. 14,otice,of Acceptance No.1 IA926-.06, issued to Dyplast Products, LL(,',for(heir
Dylilast ISO.-C I Polyi-moyaminite Twsuhi(inii,approved 011 11/101201 l and expiriaby on
0111112017.
5. Notice of Acceptance No. 10-112-9.04,issued to Cellotha)il North America]no,tbr their
Tbcpandud Polystyrene Block Insulation,approved on 02/24P20,11 aud7oxpiring on 02/21/2016.
6. 'rest Report oil A'ccolei-ated Weatbering Using-Xciumi Arc I,ight Apparatus`('est per
&
1esting, ne,Rep a rt No.ITEM 04-A002,dated 09/2712004,signed a iid sealed 1)_y Rafael h-
Om/.-St-da,Pji.
7. 'lest Reports onTensite Test.per ASI'M D638 of"PVC Extrusion Material",prepared by
Hurricane Engineering&Testing Inc.,ReportNo.HETI 0442, 51,(hticd 1112912604 signed
and sealed by L Ghia,P,F,',-
a. Test Rk-Port Oilty
and�Smo c,Den i
'fest of ex1rusioll mat-cdal"'prepared by FTG Laboratories,
Report.No.04-761-159.1.9.0,dated 05106M04,signed and scaled I)y,:-T.L.Doldan,P.E.
r'Akm&,d wider-Nbil#44-68M'.1 0!-s
1. -Natememt"Wtor-of cu&conformaiwe totine,-50 Mition(2014)-FB(`md-uQ fin-m6l"11 intcve�st
issued by AI-Faroaq Corporathm,dated 05/0/20PLsigiied atid sealed byJavad Ahumd,P,33.
15,
(>rlos M-Thrw-a,P-F-
Product Control Examinor
NOA-No.la-0M.611
hxpiration Date:Juky 21,2020
Approval Date:April 2-3,2015
nor 1 3A 1 r I^r%fnn I 1 0 1^^dn !nr%n [on OvInA
I SLEEVE (OPTIONAL)
LACK
2j DOOR
E• tom'"' _ �� �ti�� �� � � �_ t �'...�.
�s-1 1 w X .f� THK. IIyTCH��
STANDARD LOCK
SPRING LOADED SLIDE BOLT (BOTH SID�S�
FASTENER W/ (4) #14 X 1 j2" S.M.S.
5/8" IAIN. LOCK ENGAGEM04T
CONFORMS TO SECTION 1008 REGARDING
GARAGE DOORS
IN
` ry
j IRACKET BRACKET``
I- LIFT DOOR WW HEAOROOM
DOOR OPTIC
-
�
is AT
3DOCi 7-7/'8" X 3-ti/8" X .5710" �� r� qq OPTIONAL DENTS {
STEER PLATE L u r ,,OP?IO3AL FLl35ii FACE
5`FiiH (4) #14 X 3f4" 54S {3) 5 WIDE AT 7 O.C. MAX. WOOD GRAIN DESIGN L A
OPNG, AREA NOT TO EXCEED,920 SO. IN. VAX. DOOR WIDTH
16'-2"
e±r,IrER sTELI
INSIDE E EV T IRS D 13 DOORS INC.
a — ---- Hurricane Master®
auTslOE RAISER PAilfEL EMBOSSED DOOR Max. Size 16'-2"
HANDLE END STILE _ With Window Lite C
S {�94 X 3fd SELF DRILLING SCREWS WAY BE IFSED _
IN LtEU OF #'i4 X 5f$" SKIS° LOi;K BAR GUIDES I DESIGN PRESSURE RATING
1NSTALLEO ON END STILE THIS Pi�00UCT 1S RATED FOR LARGE-MISSILE IMPACT GE
NlA9� NOT
o iaiTI-i (4) #14 X 5 Js" SMS
48T X .E", LOCK BAR I. -THIS PRODUCT HAS 13EEN DESIGNED AND TESTED `
ENGAGES IN 'CRACK R50UIREMENTS OF THE FLORIDA BUILDING 'CODE {FBC,
Oto EACH SIDE OF DOOR INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ),
CENTER STILES SCHEDULE A' B, ANCHORS SHALL DE AS LISTED, SPACED AS
r 'c aUTSIDE MED LOCK CENTER STELES CONFIGURATION ANICHOR.EMBEDMENT TO BASE MATERIAL SHAL
TIQw COOR VADT14S j OF CEKTER STILES DRESSING OR STUCCO, NO F
r _
LOCK BAR LOCKING SHOWN 101-4n TO I -i 10" 2 3, ALL 4. ANCHORING OR LOADING CONOITIONS OTHER THi
i S, NUTS AND WASHERS SHALL BE Zl'
ALTERNATE TO ___. _ ...—
SPRING LOADED SLIDE BOLTPpCgs' 12'-O° TU 13, IQ- S� THESE DETAILS ARE. HOT PART OF THIS APPROVAL,
I '1 LOCKS SHOWN ABOVE � $'-p" TO 9'--10" 14—D" Td i5'-10' _ 4 5. A LOAD DURATION INORME IS USED IN DESIGN 4F AN(
ODOR )THS 1S'-11" —�" T14flR TESTED IN ACCOFZOAh`CE PATPI THE, RERUREMEI
l �
!BUILDING CODE, 7As-202, 1'A5-251 i rTc TAS--203 Ful
ASTtd Eit186Eiigr: VA AHIAAD09.
Engr. dAVPf3 AH1.1AD
j - CIVIL PR'I:"9M
a
a
1/2" PUNCHED HOLE5 i
4" D.C.
LA
I
rl
A TRUSS
STENED TO
v Two I
M3 STILE
a wrac s.
i
3/16" PDP RIVETS . I � U
►
AT 4" O.C.
1' (5) FOR 1&° STILES o
v,024' SIL. PANEL
IJ END STILE
.. I
5 INTE%EDIATE SECTION TOP SECT90 EPA
a
D
OPTIONAL STOP MOULDING
tr BY DOOR INSTALLER SOLD BRASS. D{lO
a BY 'SCHLAGE SECURITY
1�K X 6/8" SMS 3/4" X 2" X CONNECT
X ANE STEEL INSTALLED IN 9 w"' DIA. HOLE,
S PER }SINGE E4kD STILE, CONNECT TO PANELS V[til� POSITIONED AT EYE
y FWS AND (5) OR (6) 3/16" ALUM RIVETS
i/2- X 1-3/4' X ,058- FORMED STEEL SEE DETAIL AB0VE
GLUED TG PANEL AND SECURED TO ANCHORS a TRAC1"BRA(
END SME WITH (4) 3/16- POP RIVETS
ED
1-7/8" X 2-5/B" X ,049'° S'YEEI GE 3/00 Dia TOWER=B4L1^BY'PC74YE
r� CENTER STILE, GLUED AND RIVE=TED DISTANCE A) 2` MIN. EMBEDS INTP_OO,NCRETE (:
rTO PANEL W/ (4) 3/46" AWETSI 2" MIN. EDGE DISTMICE
3/16° 6a ! r ,
PflP JtlVECS i—3/i 6 ,,18 D1A, t(,O SLEEVE (�'i" Htl.Ti-
# 14 X 5/8" S.M.S.
1 d/ HINGE. ° ° S) 1-1/4' MIN. EMBED INTO CONOFt1
F '"
2-1/4- MIN, EDGE DISTANCE INTO
j � ► I 4" hJ�l>J. EDGE DFST�TGE iPtTO FILL
CONCRETE f`c 3.000 PSI MIN.
J G-90 GROUT FILLED 84ACK f'm
f
j ANCHOR TYPE A OR B
L4 r r I (1) PER fi6t mT
SEE SHEET 3 FOR BRACKET SPACING
I I , enyr_ ,IA rrao`� i�i�D
otLumv ru 1-1/.z A P-1/1 A rpt UA. AllitoM CONNECTED TO FLAG
8 X 3J4- HEX HEAD FASTENED TO TRACKW/ 3/8-16 x :51
N.tr.Ts, WITH (4) 1/4-20 SS, SOLT & 14UTS TRACK LENGTH OPEMNG HEIGHT PLUS 12u AND TO SPRING SF
BRACKET lit- (2) 1/420 X S/
ANDARD) TOP BRACKET
(OPTIONAL)-
L DOW HEADROOM DOOR
14 GA, GAW. STEEL TRACK
INFORCEMENT VMICAL TRACK
' X .058' FORM0 STEEL T___ 2-1/8- x i- x .080.
EL AND 'FASTENED TO
S WITH 2" X 5-1/2" X .104
RVETS GALV. STEEL
FASTENED W/ (4) # 14 X 5/6'
TOP ROLLER BRACKET FOR
4L REINFORCCNIEVT
Low HEADRODM DOOR OPTION DOOR SECTIOM HEIGHTS - BRACKET PLACEMENTS
--
-3/4-A .055'FORMED STEEL HEIGHT RT 2ND j3RDj+THll5TH 81 B2 D3 I B4 135 88
FANELAND WtE. NEO TO 6._c.. 1181, 18P la" la" N/A 10
To 2" A 1"3/4' 23" 34" 45;';
STILES WITH A —1-4240 23 u 34" 45
56
POP fuVas T,
---rN/A 1'1-3/4" 3
-3/4- 2,31' 3 45' 95
58
7 21" 21
ETENG; 'RIB .8
18" 15- 18' 18" f TO 2"l 11-3/44" 23" 45" .56
;FEEL ROLLERS ir-o" 21 Ti'l 21 rrk 2"l I I
. x so" ,
11A. X 4-1/4" SYDA •-SECTIONS ARE NUMBERED STARTING AT THE BOTTOM
FOR DOORS MORE THAN a FT, HIGH, USE ADDITIONAL TRACK, BRACKETS AT I
L INSULATIONS:
-LAST PRODUCTS LLC' Z.
w 0
3 PANDEO POLYSTYRENE 0. 10 co 9 2.190 X 13" X .090'
1.05 PCF 0
J f1 STEEL IPAM< BRACKETS
1-0926.07 2-3/16' HIOF1
z
CONNECTED TO TRACK WTH
PCILY-ISOCYANUPATE 2.0-PCF 1 14' BOLTS NUTS,
5 -8926.d6
>
D 1.03 PCF
t I a 29,04
tf VLEDAM LkV
.7 m 0.12 PCF co 1IV i
ALY. STEEL
F LT'
JINCES FASTENED :I]-
14;Y -5/8- SMS.
4" ROLL FORV,EQ' STEEL PANEL
Q UALrrY G-40
-D STRENGTH = 39 KSI
MER AND
� PANTED TOBAKED-OP COAT
TRACK CONFIGURA
TO BOTH SIDES OF STEEL - WIN
VERTIM Lift JIQH__LIE MANDARD LIFT
,Am STEELAVAILABLE.-TRACK OPPONS
BRACKET FASTENED
# 14 X 5/8" S6JS Engrg JAVAO IWMAO
CIAL PRW
REINFORCEMENT AT +9"
t/2' X 1-�3/4- X
1/4:" DIA. LAO SCRENVS FORMED STEEL I (D AT
'S Rp
L
4" D IA. LAG SC EVIS AT 6° FROM ENDS
V FROM ENDS p' WOOu I
D 15" O.C. MAX, ANO 15" O.C. MAX.
YY'STRIP ADAPTER W'STRP ADAJ
ALUMINUM r9 STEEL
RUBBER '!'STRIPPING RUBBER W'S
T— .040
4 17ao
1224 .348
1.754 1.79 D
3 oTrW SEAL OPTION
3
DM- TO WQ0Q SUBSTRATA (WOOD SPECIFIC GRAVITY SG=0.55 MIN,)
HOWN ABOVE SHOWS 2X8 SYP WOOD BUCK ATTACHMENT
ESE METHODS ARE FOLLOWED KQ ADDITIONAL CALCULATIONS/IDESIGN
:N OF CARAGE, DOOR ANCHORAGE.
LICATIDNS WITH NO ENGINEER OF RECORD. INSTALLATiON MAY BE
-HE BUILDING OFFICIAL UPON INSPECTIOM. ANCHOR'SPACING
ANCHORS 1 STRUCTURE 9ABE
com.
e" C014FLEX—BY-F-L, ED BLOCK_?
3AV LT BY Im, CONG. 1-1
STEEL STRUCTURE SY OTHERS '. PO ER-13OLT BY 'POWERS' HONG: 1 2"
5/16- x MUST SUPPORT THE LOADS IMPOSED -378-* SLEEVE-41 PST- CONN. -
D, LAG SCREWS BY DOOR SYSTEM
CMICRETE 6c - 3000 YS! MIN.
AT 12"' .0. C-90 GROUT FILLED BLOCK I'm 2000 PSI MIN'
5/1r,>" Dm. BOLTS
WITH WASHER & 'NUT
)NRY' AT 12" O.C. MAX. EDGE DIST.
HIGH SHALL SE ANCHORED TO
OR COLIC. COLUMN WITH
ITH 2-1/4' ,MIN. EMBED r!z= RE IIAI Ell
U - .1_1'
No 4
ILL CO 0 ?
10 !FILLED BLOCK 0 F
CONC 7F
DYNA90
3/4' MIN. EMBED w
t-tIV4" X 2-1/2" X 14 GA
CO STEEL ANGLE
12 Gk- GAIJV. STEEL
iTH 1-1/2' MIN. EMBED FLAT BRACKETS 1:3' LONG
2-1 a" x 1"
3/4" M1/15" X 2-1/2'
IN, EMBED 1 2, AT 12".0.0. IN DOOR OPNO, STEEL 7
FILLET WELDS- AT IB" O.C. ABOVE IDOOA OPRG- FASTENED TO
T 12" O.G.O, MAX. CONNECTED TO CONT.-ANGLE W/ (2) 1/4-:
'31 —W1 (3) spor WELDS AT EACH SIDE SLOTTED M.S.
JF
� .1/2' MI& EMBED CONTINUOUS-LE TRACK RUERSE JPAC !:QNTINUOUS- AI!jQLfTRACK
J S AN 12-gTEE 10 fOMCIRETV-AND FILLEC BLOC
- IF TO WOOD eucg
)o 9TH 1-1/4" MIN. EMBED, 4" MIN. EDGE DIST,
'1/4- MIN. EMBED AND ALTERNATE TRACK{-INSTALLATILO-N
Engr: JAVAD AHhM
3 CIVIL
F
L7'6s �•� s
ASHER
3 1.LA 4
L
3/4" S44S 21 3/+F"
18' FROM ENDS WAX 176
V 0(.C. MAX.. WDW. MDTH
s EXTERIOR FRAM`✓ JN-TER
�8 x /+° SMS MAX
RIGID PVC 014E PIECE INJECTION RIGID PVC Of
-3/8" FROM ENDS � ..I DrL.Oa
-
6-1/2' C?.G. MAX. ~ a m o
OA ,, I ,! •i i r/ S �I f 4 ��
i .062 DEEP ' t
y >OLYCARSONATE LEXAN f r
sic o4movA rvc PL&TiGS' �
i3-0717.01r ft A, _ _ rt k , +.� 3_ 0
'
ED
ti v i jam.. �. J. 4• ' /• '� _w � ,� i �
X .062 DEEP � r
OVE
fM1l #a x 3,14° sMS INSIDE ELDLA 'IO
-0 1-3/8" FROM ENDS RAISED PANEL ,EMBOSSED DOOR. WITH bPTIONAL WINDOWS
MD 6-S/2" o.G. mAx. ,� WINDOW LITES. CAN BE IN ANY LOCATION IIJ DOOR SEC110M
'#8 K 3,14" SMS
? @ 3/8 FROM ENDS 175 X .082 DEET'
AND 4-1/2"'0.0, MM GRCJ0VE
a g8 X 3/4" SMS
0 3/8" FROM ENDS '
AND 7 G.C. MAX. r u
_ _ _ _ _ Eegr. JAVAO AHMAD PROD"