HomeMy WebLinkAboutProduct Approval r.
�O y 8 h2.
M I<p►M I-�®E pERifT,ITT"i G. MIAMI-DADE COUNTY
St:.Lucie CCL!I tV; ! �-
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) ivww.miamidade.gov/economy
DAB Door Company,Inc. -- -- —
12195 Nae'9811 Avenue
Hialeah Gardens,FL 33Q1.8
SCOPE:This NOA is being issued under the applicable rules and reg er# II he use, pristruction
materials.The documentation submitted has been reviewed and accep d by mi- Co l - C
Section to be used in Miami Dade County and other areas where allowed b t ty Hal 'ng Juri ietion. J '
This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Pr
Miami Dade County)and/or the AHJ(in areas other than Miami Dade County).reserve the right to have t is 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'Lone.
DESCRIPTION:Hurricane]Mater Model 824/811 Steel Sectional Garage Door up to 16,-2"w/
Window Lite Option (DP+48.0,-52.0 PSF)
APPROVAL,DOCUMENT: Drawing No.98-05,titled"24 GA.Roll Formed Steel Sectional Garage
Door",dated 02/23/1998,with last revision L dated 03/05/2015,sheets 1 through 6 of 6,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: barge and Small Missile Impact Resistant
LABELING:A permanent label with the manufacturer's name or logo,manufacturing address,model/series
member,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 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#14-0814.08 and consists of this page 1 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.
F :
i� �_ NOA No. 15-0302.01
CMIAMI-DADECOUN Expiration Date; July 21,2020
1S Approval Date:April 23,2015
�,f 1l,/2v Page 1
7-1/2" X 2-ENT X IN GA. __ TOP FIXTURE 5-1/2°X �3/4"X 0.1" t l o
o
CALV. STEEL CENTER HINGE PUSH NUT / M a
W/(4) #14 X 5/8"EMS ��O^ �` STEEL PUTS WITH ONE 5 16-10 MS W/ NUT OPTIONAL INSTALLED
VIEWER ! li
/-FASTENED TO ENO STILE WITH TO BE IFJSTALLF.D A7—° 1�
WITHOUT DELRON SLEEVE (SFO.) / ` (6) )(t4 X 3/4"SELF DRILLING SCREWS ANY CENTER STILE � of
,J_.__�1 SEf. SHEET 4 FOR TOP BRACKET OPTIONS
7-1/2°X 3"X 071" GA1V. STEEL. I, O O / I j
END ROLLER HINCE I / Z
W/(6) (/14 X 5
/8"SMS I, - 1 / CENTER STILFS C Ic9
WITHOUT CELRON SLLEVE ($rD.) ;• 00 . 'A A a4�
\ WITH DELRON SLEEVE (OPTIONAL) •. �`'� -- ----. --- __- —__ - _— a N 1
l SLE$CM Ij
7-I/_GAIN. STFFI CENTER HINGE � .I .__-_( t r�--�,'� I i' { __.�....r{� I{y__-_.-__j 1 ---. � �'O a
X 2-1/4"% .071" `, �� - � I --. - - ._ � � Imo__-... l I
W/(4) q 14 x 5/8"SMS _LOCK 1 1 1 4 V i
_0
WITH DELRON SLEEVE (OPTIONAL) 2./ DOOR �.. Il .. i1- l ., :.. i J� ., J / j J !I I F „11 N O O
---- -.c.. n
: --—___—— '------ _-- -_ - --
SCETION 8 4-.
SCEnoN a
scET'ONl 4
�A-
SCEVON
I.
MON 3i II SCEI�j
......... ------
_N*N z
!j
0
SCEIROP I
4 SECTION DOOR SCUON 4 0
WONT RANGE 6--6*TO 7'-0'
(3)U-DARS ScEnol"3 Ll k ON 3
scEnOU 2 ET, 'o
44- A,
H. ' "� ON
N 5 SCER 4
SCETID
sc—n �
G'
w
0
ON 4 I �� II I I scETION a •I II I 'h ! w�— 8 SECTION DOOR fj SECTION DOOR �L Z N
HEIGHT RANGE 12' 'HT RANGE.13,--6
6'70 13'.3" TO 14'-0'
Ii ETION c 1ON 3 II I (5)U-BARS (6)U-BARS,
SCETION 2 SCE710N 2
SCEMN 9
co
5 SECTION DOOR 5 SECTION ODOR scrTION 7
HEIGHT RANCE 7'-6'TO R'-O' "EIGHT RANGE 8'-3'70 8'-9'
X)U_BARS (4)U-BARS
SCEPON 5
()
sc SCCIIOM 6 z
EVION 6 2!
in
00 w
0)0 1
S EMN 5sc"0N 5
ScEnol 3
SCETION 4 j I I I I I SCERON 4I! i
SCEn011 2II iI I. Lf
ol
SCETION 3SCETION <
SCETION 2
1__LCIIION 2 ' 9 SECTION DOOR
SCUION!1 PLIGHT RANGE 14'-J'TO 15'-9"
(6)U-SARS
6 TION 000 6 SECTION DOG
HE RANGE 9'-0'TO 10' HEIGHT RANGE 10'-6' SCETION ID
(4)U-PPS (5)U-BARS a
SCEROM 9
SEC
1
SCEICON 8 0 0 0
SCET,04 7
SCETION 7
SCETION 6
E'"ON 0
Ls-cE—T'ONs I
ScEnOH 5 I iI I I II C__
T_SCErON 4
SCETION a I I II SCETION 4 I II T
E.g,:J.WqAD A)4k4A')
WIL
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c..Vtyin wift the Fl s,
II
SCETION 2 BuNift CDd9
II sc
Ll
SCETION I
LAOM 2 II '3 bem
m_d—II III
it rowirg�_nO.
7 SECTION DOOR
NEM.W.WJ E 10'-9*-0 IV-3- 2011 C4
5)U-CAPSHEIGHT RANGE 16'-0"
(6)U-ws ;sheet of
al,
24 GA. STEEL PANEL-
:4' NO
z
FLAPS SENT OVER PANEL 0
IL
1/2-PUNCHED HOIES "'I
USE REINFORCING V BAR AT
.]L—i,-A- 4"O.0 2 0
r 0
a-0 4 8
0 a. ,
t
P SECTION ONLY AT 06 f�
16 CA X 2-1/4' X 3/4' X 2" UR SECTION DOORS III M
REINFORCING TRUSS 16 CA X 2-1/4-X 3/4"X 2" th
& BOTTOM OF PANEL TRUSS FASTENED TO GA- STEEL U.SAR REINFORCING TRUSS
S
N
o
VERTICAL INTERMEDIATE STILES W/TWO TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES w'i
1!1 X W IT RTO
TWO# 14 X 5/8"S.M.S AN END STILE
4 a"S.M.S.AND TO END STILE N
W1 FOUR#14 X 3/4-SELF DRILL114C S. W, FOUR 14 X 3/4-SELF DRILONG SCR.
-w 0
OPEN TUBE
POP RIVEr
TOP& TOM
I BOT 3/16 S
Or EAC I PANEL
AT 4"O.C.
(6) FOR 21"STILES
(5) FOR 18-STILES
I Lj
16 CA.X 2-1/4"X 3/4"X 2"
CALV. STEEL UIBAR REINFORCING TRUSS (3
TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES STILE vi
W1 TWO j 14 X 5/8"S.M.S. AND To END STILE z I-
��Azao
A IIIIA LL
W1 FOUR # 14 X 3/4"SELS DR!LUNG SCR. i co
uj
024"STL. PA14EL
_1ST SECTION (BOTTOM) INTERMEDIATE SECTION TOP SECTIQ F, OUTSIDE OF 000
REINFORCING REINFORCING
._OPTIONAL STOP MOULDING
BY DOOR INSTALLER
STEEL TRACK BRACKET FASTENED
TO WOOD JAMB WITH 3/4"X 2"X 2-1/2"X .049"STEEL
1-5/8-LAG SCREW
-f14 X 5/8'.SMS _CT 10 PANELS WITH
5/16..X -7 tj PER HINGE END STILE,CONNECT I� 11 L_
(FULLY THREADED) I FLAPS AND(5)OR(6)3/16"ALUM RNEETS
HEX WASHER HEAD TYPE 1/2-X 1-3/4-X.058"FORMED STEEL SEE DETAIL ABOVE
SOUTHERN PINE GLUED TO PANEL AND SECURED TO SOLID BRASS DOOR VIEWER
END STILE WITH(4)3/16'POP RIVETS BY 'SCIILAGE SECURITY HARDWARE'
0.55 S.C.] 1-7/8"X 2-5/8'X .049-STEEL EDGE INSTALLED IN 9/16" DIA. HOLES 114 CENTER STILE yj
N STILE. GLUED AND RIVETED DISTANCE POSITIONED AT EYE LEVEL o
CENTER TIR 11 r
TO PANEL W1(4) 3/16-RrVErS
POP RIN4.fS/N66
2" MIN # 14 X 5/0-S.M.S. 1-3/16
4/HINGE
EGG -9
1 91
16' F
3 POWER-BOLT BY'POWERS'
2'MIN. EMBED INTO CONC,
0
2'MIN. EDGE DIST. ;;
I ONE PER BRACKET VE v_j,
1.9" XT2. 9'X 3.3"X .090" SEE SHEET 3 FOR BRACKET SPACING , �o
I I 0-M
STEEL TRACK BRACKETS
9 AL !-A P. A
SEE SHEET 3 FOR SPACING
E,g,:JAVAD AHRAD
CPAL
PRODUCT RENEWED
FLA.PE/A
538
/4-20 SE BOLT
7-1/2"X .050" A7 jJ
-Al
C. STEEL INTERIOR SIDE 7-1/2' X .071 & NUT Aem, NO L $I - , i
�TEEL TRACK END ROLLER HINGE
14 GA. X 2-1/8"X I- (STANDARD) CENTER HINGE
11ONAL) 7/8"PUSHNUT 82 DIA. X .50" STEEL ROLLERS (STO.)
11 GA. X 3-5/16"X 1-1/2-(UP 1.82"161A."X .50" NYLON ROLLERS (OPTIONAL) C.M.1
FASTENED TO TRACK RATES INSTALLED ON ROLLER SHAFT 0 z0i5 p-n
W1 1/4-20 X 5/8"TRUSS FID. 2,75"DIA. X .50" STEEL ROLLERS (OPTIONAL)
I
SLOTTED M.S. & LOCK NUT 2.75'CIA. X .50" NYLON ROLLERS
SECTION B- WITIT"TiSoSTENT Isheet 3 of
rPOP RIVETS1-1/Y'X 1/2"X 1/8"HORIZ.""C"
5/I6"X I-5/8"LAG SCREWS INTO WOOD Olt fJORIZ.TRACK SUPPORT, FOR DOOR HUGHTS UPTO 7 FT.
_ 2" / 2-3 4"X 5-1/2' X 3"X.104" ( n� r
_ / \I 5/I6"SLEEVE ANCHORS CENTER SUPPORT RE00 ON DOORS WITHOUT IIJ$UTAT!ON OR WINDOWS,
GALV. STEEL WITH 1-I 4 EMBED INTO MASONRY EX EF.DING 8 Fi. IN HEIGHT-.._ I' NO
IF. /TUP ROLLER DRAGNET OIJ EACH SIDE 1r- / A 2"%2'% I 8"HOR17..ANGLE
C" _ 3 PER BRACN,ET �' II q - FOR DOOR HEIGIITS ABUVE 7 FT.
OR .�
L( FASTENED W/(6) JF 14 %5/6"S.IA.S. - \� / 11_I I DOORS
WI IT INSIIIATIOH OR W5N005YS
( -'----r ---- 1. _. SPOT YIELDED TC HORIZ. TRACK m:�
A9U THK.GALV. STEEL ADJUSTABLE. -- ---_ - �_`—_ --- WITH TWO WELDS AT 1-1 2"APART o r Ip
_$UDF. FASTENED TO BRACKET 2'-1/2"X 4-1/4" X 13 GA. STEEL P:A7ES �� — /
I y ,L _ A- F RST AT 3'O.C.,
WELDED TO 1--1/2"X 1-I/2" X 14 GA.ANGLE �' // - N t9i
3 V:/5/16-18 X 3/4"HEX IIEAD i FASTENED TO TRACK�, - _-/ COFWECTED TO FLTC DRACKEF ANGLE p• n
M.SCREWS&HUTS. W/
3/8-16 X '_ 4 BOLT k NUT 0 0
_ WITH (4) I/4-2C SS. BOLT & NUTS _ _-� IIOR12. TRACK LENGTH = OPENING HEIGHT PLUS 12'__ q U TSPRING SITAR GUIDE WITH 0 W M
\\ 1 TOP BRACKET \ .-_-._--..____._ ------- ---- (2) 1/4-20 X 5/8"BOLT k NUT I
`(STANDARD) TOP BRACKET `� _ - O u
FF
•� (OPTIONAL) V U
\ LOW HEADROOM DOOR
-14 GA. GALV.STEEL TRACK O w M
r
HORIZONTAL REINFORCEMENT _.__-__ �� "� a Q g
\1/2"X 1-3/4"X .058'FORMED STEEL �� VERTICAL TRACK 0 d Q O apl
'GLIDED TO PANEL AND FASTENED TO 2�-1/8"X 1' X.080' Q y
VERTICAL STILES WITH 2"X 5-1/2'X.104" -r- SECTION k-A rc g IND i
(2) 3/16"POP RIVETS GALV. STEEL Q w 3 LL N
FASTENED W/(M1a
) # 14 X "V8"
, _
TOP ROLLER BRACKET FUR ------ -
LOW HEADROOM DOOR OPTION DOOR • SECTION HEIGHTS BRACKET PLACEMENTS Q w
HUP.120TJ1AL REINFORCEMENT i HEIGHTI IS!"2iJOI 3014TH15TH BI 82 83 84 B5 ; B6 B 88
Ih 1/2"X 1-3/4"X AND
F TENED STEEL ,•I -_ L._ - � �
CLUED TO PANEL.AND FASTENED 70 - II L' - _ f-45" --�- - •-
6'-0" 118"II16"�18" 18"1J/ATI"TO 2'I 1-3/4" 23" 34" I 56�' I 67" V
I ` VERTICAL STILES WITH - '-f— {--- -F— -- ---- o�I
(2) 3/16"POP RIVETS - I -vi-21�18"1821 1�/AI�"TO P'�T1-3/4"1 23' -_34" 45 _56�
7' 0" !21 21' 21 21 N%AL1 TO 2"11 /A I„23>_ 34" 4S' 56 67'
Jr —5/I6' MEETING RIB -6'_1E 1818 IB TO 2"I11 /M1 �3" 34" 1 4S 1T- 56" 67x78-I/4"
L- LB2" DIA.X 50"STEEL ROLLERS :.._1� •_8'-0" !21"118 18'i21••11••TO 2111-3/4 23" 34 45" ' 56" ;7' '78-1/4"
_ W/ .44 CIA. X 5 STEM SIV I SECTIONS ARE NUMBERED STARTING AT THE BOTTOM •�'I r�i 1
FOR DOORS MORE THAN a FT. HIGH, USE ADDITIONAL TRACK BRACKETS AT 10"O.C. w�., w to
OPTIONAL INSULATIONS: Z - -"' .I^I! Q.j I
@Y!DYCILT$T PRODUCTS LLC' wIo I4 (W'I
EPS-EXPANDED POLYSTYRENE a n ml I f
DENSITY= 1.05 PCF ____;_ 1.9'X 2.19'X .1.3'X .090" 1 N i- uj N
� i �� ��2"
TEEL TRACK DRAGNETS
' N.O.A. 91 1-0926.07 2-3/16"HIGH o' 00❑JISO-2S POLY-ISOCYANUTLATE 1 ONNECTF.O TO TRACK WITH
1/4"BOLTS&NUTS. Q. _ DENSITY= 2.0 PCF J ZC9-- N.O.A. #11-0926.05 /
HY!Cf I OFOA14 NOR.T.H-AAIFRICA' I I j_. u-�I m In
w n
DENSITY= 1.03 PCF 4I r
OR N.O.A. #10-1129.04
_ I
DENSITY
DE0.92 PCF
N.O.A. ®14-0311.08
14 GA. GALV.STEEL
ROLLER HINGES FASTENED
W/(6) 14 X 5/8"SMS I m'
0 _
MIN..024"ROLL FORMED STEEL PANEL. II - 0
J �IW ~I
DRAWING QUALITY C-40
MIN.YIELD STRENGTH = 39 KSI II I 4u dd FIs
WITH PRIMER AND BAKED-ON
it POLYSTER PAINTED TOP COAT TRACK CONFIGURATION
w I, APPLIED TO BOTH SIDES OF STEEL
I'1
\ I a —
v- �,6 n
_ - 12 GA. GALV.STEEL ` 0±o�o 0
BOTTOM BRACKET FASTENED VERTICAL LIFT HIGH LIFT STANDARD LIFT LOW HEADROOM ' -
W/(4) N 14 X 5/8"SMS d
DOUBLE TRACK 6'c_---___1
AVAILABLE TRACK OPTIONS
I Eng,:JAVAO AHMAD I I T I S(1
_ C!VtL PRODUCTRENEWFD
BOTTOM SEAL OPTIONS VIA.PF.p 70592 m "I Vitt Th-n01Td9 c I
L� C.A.N.3538 BdNcde
B CoI j
I—J� SEE SHEET 5 ACOWsm"NO
no.
SECTION A-A Misnl �Ae Pn+AIIn Cmlad Tdrawing 1
2015 98_0�
SEESHEET 2 FOR LOCATION -- -_
OF REINFORCING TRUSSES (sheet_4 00f6
J`4" REINFORCEMENT
L
IN., 1/2'X 1-3/4' X .058"
\,/ SEDGE FORMED STEEL
SCREWS
'GE
1-1/2"MIN, is" SEL- DRILLING OR
a DRILLING SCREWS z
!'ffHE WEE % 16"'RrVEX' STEEL RIVETS S#ELX I
R F
01 31
0 MULTICRIP w/DOME HEAD 'RIVFX' STEEL RIVETS
AT 48"OC.
MULTICRIP W1 DOME HEAD IN
,�T 48'O.C.
RFINFORIELOENTuj
1/2"X 1-3/4"X ""
CIRMI.STEEL 0 W
AT 4 /4;.DrA. LAG SCREWS CL
/"DEA. LAG SCREWS 2BY 1 T)VI FROM ENDS is AT FROM ENDS F
WOOD ETUGK_ I..".
AN O.C.MAX.
AND 11"
I
I"D.C. MAX,
`lot
W'STRIP ADAPTER
At UYINUM --W'SIRIP ADAPTER
STEEL B it.< A
RUBBERUW'STRIPPING-/ \ -RUBBER W'STRIPPING U)
it:
W
.050 U.
' 0
S" I'D0 48 Z 0 51
�
1.750 79.
BOTTOM SEAL OPTION
OP71ON 'A' Fv OPTION 'E3 '\' n
1 cr
WOOD BUCK CONNECTION TO WOOD SUBSTRATE(WOOD SPECIFIC GRAVITY SG-0.55 MIN.) z f — ;
0
IE INSTALLATION METHODS SHOWN ABOVE SHOWS 2X6 SYP WOOD BUCK ATTACHMENT
TO WOOD STRUCTURES. IF THESE METHODS ARE FOLLOWED NO ADDITIONAL CALCULATIONS/DESIGN
WILL BE REQUIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE. J
FOR DOOR REPLACEMENT APPLICATIONS WITH No ENGINEER OF RECORD, INSTALLATION MAY BE
z
VERIFIED AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION. ANCANCHOR SPACING --HORS SIR V--Un
UCTURE I EMBED SPACING-EDGE DIST. OD�zj
HLC SLEEVE BY Z., CORD. i.1-1/4- 9'4_ 2" (1)mo 1
5/16"X I 1 3/0"CONFLEX BY'ELCO' :FILLED SLC�. 1.-1 8" 3-3 14' Of It
STEEL STRUCTURE BY OTHERSPOSE 3 8"CYNABOLT BY'ITW' GOING, 17-1 2 <
LAG SCREWS 0
O
.0 Ln!
AT I 1"0. MU T SUPPORT THE LOADS 4A D 3 8 P 'P70—WERS GOING. 2" x int
SDOOR SYSTEM A!I BY'SIMPSONS'j GOING. 11, z
BY In
CONCRETE f'. - 3000 PSI MIN. rn til
5/16'OLA. BOLTS C-90 GROUT FILLED BLOCK V. 2000 PSI MIN. j
WITH WASHER& NUT
WOOD BUCK CONNECTION TO MASONRY AT 12"D.C. MAX. r EDGE DIST,
PRESSURE TREATED 2X6 SYP WOOD JAMES WHICH SHALL BE ANCHORED TO
GROUTED REINFORCED MASONRY BLOCK WALL OR GOING.COLUMN WITH
1/4" UL BY'ELCO'WITH SPACING OF
J?. D.C. flu
INTO GROUT FILLED BLOCK WALL,WITH 2-1/4"MIN EMBED CONY.STEEL
X 2-1/2'X 14 CA
9
D.C.INTO 3000 PSI CONCRETE,WITH 1-3/4"MIN.EMBED ON.STEEL ANGLE I-"1/2-
2-1/2 MIN.EDGE DISTANCE
2 GA.GALV. STEEL
le4'TAPPER BY'POWERS'WITH SPACING OF IS A21"LONG
FLAT BRACKETS
8 O.C.INTO GROUT FILLED BLOCK WALL,WITH 1-1/2'MIN. EMBED /16"X 2-i/�' 2;;"'�8"X I"X 14 CA
9'. AT �2:D.C.IN DOOR OPNC.
WELDS O.C.INTO 3000 PSI CONCRETE,WITH 1-3/4'MIN.EMBED FILLET O.C. STEEL TRACK
3"MIN.I DISTANCE AT 2�`C.C. MAX. AT ABOVE DOOR OPNG. FASTENED TO TRACK E'
CONNECTED TO CONT.
ANGLE W/(2) 1/4-20X5/8"TRUSS D.
CONFLE�,BY'E_CO',OR W1(3)SPOT WELDS At EACH Sit) SLOTTED M.S. &LOCK NUT
3 LOT BY TW'NH 'PACING OF CONTINUOUS ANGLE TRACK REVERS CONTINUOUS ANGLE TRACK
��-8
11 O.C. INTO 3000 PSI CONCRETE,WITH 2-1/2r MIN. EMBED
3" F TO WOOD BUCK IQ
MIN. ODE DISTANCE _.5TFE
'X HLC SLEEVE BY'HII WITH SPACING OF
8' 0.C.INTO GROUT FILLED BLOCK WALL WITH 1 1/4'MIN. EMBED, 4'MIN. EDGE DIST. ALTERNATE TRACK INSTALLATION
Ery;JAVAD AHMAO 19
11'
O.C.INTO 300
0
PSI CONCRETE,
WITH 1-1/4 MIN. LMHED AND CI`hL PRODUCT RENEwhv
2-1/2�M,EDGE DISTANCE
PREPARATION OF JAMBS BY OTHERS
PE ILA6 E. 70592 a coorift with the Flmids
FOR NCONSTRUCTION ENGINLER OF RECORD OR ARCHITECT TO VERIFY A. 33
ADEQUACY OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED 8'.i1df"cq&
BY DOOR SYSTEM. Aampt..N.
FOR DOOR REPLACEMENT IN RETROFIT BUILDINGS WIT- NO ENGINEER OF A JI
RECORD. DOOR INSTALLATION MAY BE REVIEWED AND APPROVED BY
BUILDING OFFICIAL UPON INSPECTION. 2015
ta"5adrawing '
MAXIMUM EXTERIOR(l) LOAD PER JAMS (16.11' X 48 PSF)/2 308 Lbs pv Ft. I 98-05 �
MAXIMUM INTERIOR(-) LOAD PER JAMB a (16.17-X 70 PSF)/2 420.4 LI per Ft.
PI-ASrIC COMPLIES WITH
DOOR PANEL T—
CHAPTER 26 OF FBC
2.4 GA. (024) STEEL MIN. SEE EVIDENCE PAGE —_JJ(ol ml
I-
z
1-765 1.725
I-7/16" DIA.WASHER
1.144
#8 X 5/4'SMS 21 3/4"
0 3/8-FROM ENDS MAX
AND 7"C.C. LIAX. WDVl. viiom '4
N%
EXTERIOR FRAM INTERIOR FRAME 'o
E INJECT,..
(4) #0 X 3/4"SMS RIGID PVC ONE_PIECE 114JECTION RIGID P%'C ONE t ff
0 1-3/8"FROM ENDS zw'.A
AND 6-1/2'D.C. MAX.
r
C)%' V
< I II tAj B%
ED 1 GROOVE
.175 X .06", DEEP
'5
1/4"POLYCARBONATE LFXA14
NOA #13- 7Z7.01
'_OIC 114 OVATIVE PLASTICS'
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BCIS Home : Log in User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search
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ProTessional � Product uhApproval
Product Approval Menu>Product or Application Search>Application list>Application Detail
FL# FL15371 R2
' Application Type Revision
Code Version 2014
i Application Status Approved
�k *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified
by the POC and/or the Commission if necessary.
< Comments
s ic"
Archived
Product Manufacturer DAB Doors Company, Inc.
Address/Phone/Email 12195 NW 98 Avenue
:< Hialeah Gardens, FL 33018
(305) 822 7870
RBerger518@hotmail.com
Authorized Signature Javad Ahmad
alfarooq@afceng.com
r
Technical Representative Allen Berger
a p Address/Phone/Email 12195 NW 98 Avenue
Hialeah Gardens, FL 33018
€, rberger518@hotmail.com
Quality Assurance Representative
r
Address/Phone/Email
� u
Category Exterior Doors
Subcategory Sectional Exterior Door Assemblies
Compliance Method
x Certification Mark or Listing
k �
Certification Agency Miami-Dade BCCO CER
h Validated By Miami-Dade BCCO-VAL
Referenced Standard and Year(of Standard) Standard Year
TAS 201
1994
:> TAS 202
1994
# TAS 203 1994
t
Equivalence of Product Standards
Certified By
s
Product Approval Method Method 1 Option A
Y Date Submitted
07/09/2015
https://www.floridabuilding.orgtpr/pr app_dtl.aspx?param=wGEVXQwtDgtH8572gvdWIYeOJ8oi3UxeuhDBeejqmTQoQXjj3fFeDQp/o3d%3d 1/4
3/412016 Florida Building Code Online
Date Validated 07/10/2015
Date Pending FBC Approval
-'' - Date Approved 07/20/2015
._ ..._... _. ....» ._._ _». _... _ _...
e
-' FL# !Modell,Number or-Name Description
_ .
15371.1 Hurricane Master Model 824/811 Large missile impact resistant 16'-2" x 16'steel sectional
Steel Sectional Garage Door 16-2" garage door.
Wide w/ Window Lite Option
�x Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL15371 R2 C CAC 16x.16 Garage Door LMI(15-0302.Oi)
Approved for use outside HVHZ:Yesdw.g,98-05.odf
Impact Resistant:Yes Quality Assurance Contract Expiration Date
Design Pressure- +48/-52 07/2112020
Other: See attached limitations of use for installation Installation Instructions
instructions. FL15371 R2 II 16x16 Garaae Door LMI(15-0302.01) dwg
u; 98-05.pdf
FL1.5371 R2 II Limitations Of Use.odf
Verified By: Miami-Dade BCCO-CER
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
15371.2 Hurricane Master Model 824/811 Large missile impact resistant 16'-2" x 16'steel sectional
y Steel Sectional Garage Door 16'-2" garage door,
i Wide w/ Window Lite Option
' Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL15371 R2 C CAC 16x16 Game Door LMI(15-0304.01)
Approved for use outside HVHZ:Yes dwg 02-21.0
Impact Resistant:Yes ?Quality Assurance Contract Expiration Date
Design Pressure: +36/-44 07/21/2020
,; Other: See attached limitations of use for installation Installation Instructions
instructions. FL15371 R2 II 16x16 Garage Door LMI(15-0304.01) dwo
'0 -21. d
FL15371 R2 II Limitations Of Use:pdf
M Verified By: Miami-Dade BCCO-CER
Created by Independent Third Party:
Evaluation Reports
r Created by Independent Third Party:
_... __. .__. .._._ :._.. _...._....___........_.._.__..._._.._
1 15371.3 ;Hurricane Master Model 824/811 Large missile impact resistant 16-2" x 16'steel sectional
Steel Sectional Garage Door 16-2" =garage door.
Wide w/Window Lite Option
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL15371 R2 C CAC 16x16 Garage Door LMI (15-0304.02),
Approved for use outside HVHZ:Yes dwo 00-18.p_df
Impact Resistant:Yes Quality Assurance Contract Expiration Date
Design Pressure: +56/-64 02/22/2020
Other:See attached limitations of use for installation Installation Instructions
instructions. FL15371 R2 II 16x16 Garage Door LMI(15-0304.02] dwg
00-1S.adf
FL15371 R2 II Limitations Of Use.odf
Verified By: Miami-Dade BCCO- CER
Created by Independent Third Party:
z
Evaluation Reports
;;. Created by Independent Third Party:
15371.4 Hurricane Master Model 824/811 Large missile impact resistant 16'-2"x 16'steel sectional
Steel Sectional 16'-2
Door "Garage g ;garage door.
Wide w(Window lite Option °
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL15371 R2 C CAC 16x16 Garage Door LMI(15-0317.03)
Approved for use outside HVHZ:Yes i dwg 03-06.odf
x Impact Resistant:Yes Quality Assurance Contract Expiration Date
Design Pressure: +27/-30 08/14/2016
Other: See attached limitations of use for installation Installation Instructions
x instructions. FL15371 R2 II 16x16 Garage Door LMI(15-0317.03) dwo
FL15371 R2 II Limitations Of Use.pdf
k
5 : Verified By: Miami-Dade BCCO-CER
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
15371.5 Hurricane Master Model 824/811 Large missile impact resistant 18'-2"x 16'steel sectional
Steel Sectional Garage Door 18'-2" garage door.
Wide w/Window Lite Option
https:/lwww.flaridabuilding.org/pr/pr app 01.aspx?param=wGEVXQwtDgtH8572gvdWlYeOJ8oi3UxeuhDBeejqmTQoQXjj3fFeDQ%3d%3d 214
DAB Door Company,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. 98-05,titled"24 GA. Roll Formed Steel Sectional Garage Door",dated
02/23/1998,with last revision L dated 03/05/2015,sheets 1 through 6 of 6,prepared by Al-
Farooq Corporation,signed and sealed by Javad Ahmad,P.E.
B. TESTS "Submitted irnder NOA#11-0414.13"
1. Test Report on Uniform Static Air Pressure Test,Loading and Forced Entry Test per FBC,
TAS 202-94,of"DAB 824 Sectional Residential Garage Door"prepared by Hurricane
Engineering&Testing Inc.,Report No.HETY-07-4267,dated 06/29/2007, 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 FBC,TAS 203-94,of`'DAB 824 Sectional Residential Garage Door",prepared by
Hurricane Engincering&Testing Inc.,Report No.HETI-11-3206,dated 02/10/2011,signed
and sealed by Candido F.Font, P.E.
3. Test Report on Tensile Test per ASTM E8-08 of"Sectional Residential Door(skin)",
prepared by Hurricane Engineering&Testing Inc,Report No.HETI-11-T101,dated
01/29/2011,signed and sealed by Candido F.Font,P.E.
"Submilled under NOA#05-0217.02"
4, Test Report on Large Missile Impact Test and Cyclic Wind Pressure Test,of"Sectional
Residential Door with Windows"prepared by Hurricane Engineering&Testing Inc.,Test
Report No.HETI 03-1328,dated 07/15/2003,signed and sealed by Rafael E.Droz-Seda,PE.
5. Test Report on Uniform Static Air Pressure Test,of"Sectional Residential Door"prepared by
Hurricane Engineering&Testing Inc.,Test Report No.HETI 03-1329,dated 07/15/2003
signed and sealed by Rafael E.Droz-Seda,P.E.
6. Test Report on Tensile Test per ASTM E-8 of"Sectional Residential Door(skin)"prepared
by Hurricane Engineering&Testing Inc,Test Report No.HETI 03-T078,dated 10/31/2003,
signed and sealed by Rafael E.Droz-Seda,P.E.
"Submilted under NOA#03-0210.04"
7. 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.
C. CALCULATIONS "Sub silted under NDA#14-0814.08"
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.
Carlos M.Utrera,P.E.
Product Control Examiner
NOA No. 15-0302.01
Expiration Date: July 21,2020
Approval Date: April 23,2015
E-1
DAB Door Company,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS (Cont.) "Submitted under NOA#09-0128.01"
1. Anchor verification calculations prepared by AI-Farooq Corporation,complying with F.B.0
2007,dated 04/05/2011,signed and sealed by Javad Ahmad,P.E.
"Submitted under NOA #09-01,28.01"
2. Anchor verification calculations prepared by AI-Farooq Corporation,complying with F.B.0
2007,dated 12/18/2008,signed and sealed by Humayoun Farooq,P.E.
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources(RER)
E. MATIE{;RIAL 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. 11-0926.07, issued to Dyplast Products,LLC,for their Expanded
Polystyrene Block Type Insulation,approved on 11/10/2011 and expiring on 0 1/1112017.
4. Notice of Acceptance No. 11-0926.06,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 Cellofoam North America Inc, for
their Expanded Polystyrene Block Insulation,approved on 02/24/2011 and
expiring on 02/24/2016.
"Subrrritted 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.IIETI 04-A002,dated 09/27/2004,signed and sealed by Rafael E.
Droz-Seda,F.E.
7. Test Reports on Tensile Test per ASTM D638 of"PVC Extrusion Material",prepared by
Hurricane Engineering&'Testing Inc.,ReportNo.HETI 04-7x'251,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.R.
F. STATEMENTS "Submitted under NOA#14-0814.08"
1. Statement letter of code conformance to the 5a'edition(2014)FBC and no financial interest
issued by Al-Farooq Corporation,dated 05/13/2014,signed and sealed by Javad Ahmad,P.E.
a4 1`�7p15
Carlos M.Utrera,P.E.
Product Control Examiner
NOA No. 15-0302.01
Expiration Date:July 21,2020
Approval Date:April 23,2015
E-2