HomeMy WebLinkAboutNOA 1-23-19RandaWE. stof-ft-- Arch it ects, P.A.
.NOA Approval for Acquavista Lot
by:�W� date:-/.
DEPARTMENT OF REGULATORY AND
BOARD AND CODE ADM]INISTRATION
DAB Door Company, Inc.
12195 NW 98(h Avenue
Hialeah Gardens, FL 33018
SCoPE:
This-NOA is being issued under the applicable
documentation submitted has been reviewed ai
-used in Miami Dade County and other areas iv]
This NOA shall not be valid after the expiratio
Miami Dade County) and/or the AHJ (in areas
material tested for quality assurance purposes
manufacturer will incur the expense ofsuch te�
such product or material within their jurisdic
by Miami -Dade County Product Control Se�
applicable building code.
I
This product is approved as described herei
inctUdifig the High Velocity Hurricane Zone. I
DESCRIPTION: Hurricane Master Me
Window Lite Option (DP +56.0, 44.0 P,1
ff urrioane, mastor by DASM41#824
+S(OpSf 764psf
I( /oil
SCANNEO Max. size, 1(c?2, 0
BY MIAMI-DADE COUNTY
F60 Nfffi& PRODUCT CONTROL SE C-TION
11805 SW 26 Strec-L Room 208
7RESOURCES,(RER) Miami, Florida 33175-2474
T(786)315-2590 F(786)315-2599
www-mlanildade.Roylecono.in
�alesand regulations governing the use of construction materials. The
accepte4by Miaini�Dade County RER-Product Control Section to be
ler� allowed by the Authority Having Jurisdiction (AHJ).
k date stated below. The Miami -Dade County Product Control Section (in
other than Manii Dade County) reserve the right to have ihils product or
if this product or material fails to perform in the accepted manner, the
Ong and the AH1 may immediately revoke, j!iodij[�6 or suspend the use of
m.' RER reserves the right to revoke this acceptance, if it is determined
ion that this product or material fails to meet the requirements of the
i, andlhas been deAgned to comply with the Florida Biii1ding Code,
$24/811 Steel.Sectional Garage Door up to 161-211 Wide w/
APPROVAL DOCUMENT: Drawing o. 60-18, titled "Sectional Garage Door", sheets I through 5 of 5,
dated 08)24/2000, with last revisi on I date4d 03/09/2 015, . prepared by Al-Farooq Corporation, signed and
sealed by Javad Ahmad, P.E., bearing th Miami -Dade County Product Control renewal stamp with the
Notice of Acceptance number and ex J tion date. by the Miami -Dade County Product Control Section.
MIESSILE-1WACT RATING: lar
LABELING: A permanent label with
number, the positive and negative de.sil
instruction drawing reference number,
statement reading "Nami-Dade Codiat
bottom angle, or inner surface of a pan
RENEWAL ofthis NOA shall be consic
in the Applicable building code negatively i
T19RMWATION of this NOA will oc i
materials, use, and/or manufacture of the p
salesi, advertising or any other purposes shi
this NbA shall be cause for termination a
ADVERTISEMENT: The NOA=
expiration date may be displayed in
in its entirety, i
and Small Missile Impact Resistant
mamilacture?s name or logo, manufacturin address, model
.9
ressure rating, indicate impact rated if applicable, installation
rov.al number (NOA), the applicable test standards, and the
odudt Control Approved' is to be located on the door�s side.track,
ed after a renewal Application has been filed and there has been no change
I ecting the performance of this producL
hfier the expiiation date or if there has been a revision or change in the
luo or process. Misuse o, - ft.his NOA as an endorsement of any produd4 for
automatically terminate this NOA. Failure to comply with any section of
-emoval of NOA.
preceded by the words Miami -Dade County, Florida, and followed by the
hg literature. If Any portion of the'NOA is displayed, then it shall be done
INSPECTION: A copy of this entire �'TOA shall be provided to the.user by the manufacturer or its distn"butors and
shall be available for inspection at. thejo,b site sit the request of the Building Official.
This NOA renews NOA N 14-0914.'�S and consists of this page I and evidence pages E-1 and E-2, as well as
approval document mentioned above.
Ile submitted documentation was rbviqwed by Carlos M. Utrera, P.E.
I
UNWM
RECEIMM""
JAN 2 5 201
ST. Lucie Geu;nW,, 0#&"�tting
NOA No. 15-0304.02
Expiration Date: February 22,2020
Approval Date: April 23,2015
Page 1
DAB Door Company, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. 00-18, titled "Sectional Garage Door", sheets I through 5 of 5, dated
08/24/2000, with last revision I dated 03/09/2015, sheets I through 5 of 5, prepared by Al-
Farooq Corporation, signed and sealed by Javad Ahmad, P.E.
B. TESTS "Submitted under NOA 4 09-0128.03 -
1. Test report of T�Insil.e Test per ASTM E & Report.No. RETI 08-T182, prepared by
Hurricane tngin�ering & Testin& Inc., dated 12/23/2008, signed and sealed by Candido F.
Font, P.E. I
"Submitted under NOA 0 08-1106. 05"
2. Test reports on 1) Uniform Static Air Pressure Test Loading per FBC TAS 202-94
�) Large Missile Impact Test per FBCP TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
4) Forced Entry Test per FBC 241.13.2. 1, TS 102-94
along with marked -up drawings and installation-diagrain of a DAB 824 24 GA Sectional
Garage Door with Fixed Windows, prepared by Hurricane Engineering & Testin& Inc, Test
Reports No. BETI-08-2149AJX dated 06/2712008, signed and sealed by Candido F. Font,
P.E. I
"Submitted under NOA # 00-1.12.1. 01 -"
3. Test report of Uniform S ' tatic Air Pressure and Force Entry Resistance Test, per FBC,
TAS 102-94 on "Sectional Residential"Garage Doors", prepared by Hurricane Engineering &
Testing, Inc., Report No. HETI 00-903, dated 68111/2000, signed and sealed by Hector M.
Medimi, P.B.
4. Test report of LargeMissile Impact Test, per FBQ, T,AS 201-94 and Cyclic Wind Pressure
Test per, per FBC, TAS 203-94 on "Sectional Residential Garage Doors!� prepared by
HurricanG.Engincering & Testing, Inc, ReportNo. HETI 00-904, dated 08/17/2000, signed
and sealed by Hcetor'M, Medina, P.E.
5. Test report on Salt Spray (Corrosion) Test per ASTM �B 117 of a painted GAO st ' eel
pancl! prepared by Colotex Corporation, Test RdportNo. 258592, dated,08/17/1998,
signed by W. A. Jackson, P.E. "Submitted ander NOA # 03-0210.04-
C. CALCULATIONS "Submitted under NOA # 14-0814.05"
1. Anchor verification calculations prepared by At-Farooq Corporation, dated
09/22/2014 and 07/24/2014, signed and sealed by Javad Ahmad, P.E.
2. Anchor verification calculations prepared by Al-Farooq Corporation, complying with F.13�.0
2007, dated 12/19=08, signed and sealed by Hurnayoun Farooq, P.E.
"Submitted under XOA # 09- 012& 03
Carlos M. Utrers, P.E.
Product Control Examiner
NOA No. 15-0304.02
Expiration Date: February 22,2020
Approval Date: Apiril 23,2015
DAB Door Company.. Inc.
D.
E.
F.
QUALITY ASSURANCE
1. Miami -Dade Department
MATERIAL CERTIFICATIO]
L . Notice of Acceptance No.
Lexan Sheet Products, apj
2. Notice of Aceppta'ace, No�
. . I
Imulfbam. Expanded Poly
11/29/2017. 1
3. Notice of Acceptance I
Expanded Polystyrene
on 01/11/201.7.
4. Notice of Acceptance I
Dyplast I50-Cl Polyi.,
01/11120171.
5. Notice of Acceptance I
their Expanded. Polysk,
expiring on 02/24/2011
"Submitted tinder NO
6. Test Report on Accele.
ASTM G155 of "PVC
Testin& Inc., Report 1�
Raffiei 19. Droz-Seda, 1
7. Test Reports on Tensi.1
by Hurricane Engineef
11/129/2004 signed dn�
8. Test Report on Self-J!
Test of "REHAU non�
Report No. 04-761�491
STATEMENTS "SubmUto
1. Statement letter of,
interest issued by.4.
Javad Ahmad, P.E.
and Economic Resources (RER)
13-0717.01, issued to SABIC Innovative Plastics, for their
Toved on 11/28/2013 and expiring on 07/17/2018.
14-4311.08, Jssued to Insulfbam, LLC, for their
;tyrene Insulation, approved on 08/14/2014 and expiring on
11-0936.07, issued to Dyplast Products, LLC, for their
,dk Type Insulation, approved on 11/10/20 11 and expiring
11-0926.06, issued to Dyplast Products, LLC, for their
anurfite Insulation, approved on 11/10/2011 and expiring on
10-1,129..04, issued to Cellofoam. North America Inc, for
e Block Insulation, approved on 02/24/2011 and
� 4 0$-022&02"
h-'ted Weathering Using Xenon Arc Light Apparatus Testper
Extrusibn Materiar, prepared by Hurricane Engineering &
D. IEM 04-A002, dated OW27/2004� signed and sealed by
Test per ASTM D63 8 of "PVCFxtrusion Materiar', prepared
hg & Testing Inc., Report No. HETI 04-T251, dated
pealed by I. Ghia, P.E.
dtion Temperature Test Rate of Burn Test and Smoke Density
bam PVC extrusion material" 'prepared by ETC Laboratories,
19.0, dated 05/06/2004, si;;e� and sealed by J. L. Doldan, P.E.
NOA 0 14-0814.05"
conformance to the 50'edition (2014) FBC and no financial
.-ooq Corporation, dated 05/13/2014, signed and pealed by
E -2
Carlos K Utrers, P.E.
Product Con. troi Exanfluer
NOA No. 15-0304.02
Expiration Date: February,22,2020
Approval Date: April 23,2015
7-1/2* X 2-1/4' X la Qk ------
GXV. STEEL CENTER HINGE
W/ (4) 114 X 5/8- SUS
WITHOUT DELRON SLEEVE (STD.)
7-1/2" X 3' X .071" CAN. STEEL
END ROLLER HINGE
W/ (6) 114 X 5/8' SIMS
MTHCUT DELRON SLEEVE (STD.)
0
WITH DELR N REM (OPTIONAL) 0
7jLIV�2;T6M2 .071"
-WER' IUNGE LOCK
jVW/ (4) J14 X 5�; 2.1 DOOR
8 SIMS
WITH DEMON SLE (.1
------------
sh
I -W X .15 TIAN. LATCH
15/15
CENTER HINGE I
STANDARD LOCK
% SPRING LOADEO SUDE BOLT (BOTH SIDES)
% �VFASTENED W/ (4) 014 X 1/2' S.M.S,
5gLOCK ENGAGEMENT
6;F.Ml'lNi TO SECTION 1008 REGARDING GARAGE DOOR
7 X 7 GILY AIRCRAFT
MILE & '6_pR" 'M_
MIN. 5 TO I SAFETY FACTOR
7' X 3' X 12 GA,
STEEL PLATE
WITH (4) 114 X 3/4'
SUP DRILLING SCREWS��11[—o
BRACKET
BRA
STD. LIFT DOOR LOW WDERFOOM
DOOR OPTION
' X 3-1/8- X DID-
ZIIZIL-PLATE
WITH (4) #14 X 3/4" SDS
DODO
I
!oTtAl or
Le AT
HEIGHT
CONSISTS OF
EACH D OR
-8
2 SECTIONS 18'
2 SECTIONS 21'
W-9'
I SECTION 18'
3 SECTORS 21;
a
7 '
ECT59-2-1-
7 -v
F —SECTom lor
-
?'-r
4 SECTIONS IW
I SECTION 21'
To
IT'
3 SECTIONS 15"
2 SECTIONS 21:
W-3m
2 SECTIONS TV
3 SECTIONS 21,
W-V
I SECTION IW
4 SECTION 21'
TS-MFEF 2.1-
-
—Ir
-
rs—Eclim IV
I SECTION L11
or--G-.
4 SECTIONS IV
2 SECTIONS 21'
0
3 SECTIONS 111
3 SECTIONS 21-
12
ii�
TSWOHS 18-
4 MOORS 21-
21
750�-WTSECTIGNS
2V
-
70 :7
rS-M=—% 17
I -SECTION 2-1
11'
5 SECTIONS 18'
2 SECTIONS 21'
4 mcnaus Is-
i-s&WOU -21
Y—SEC104S IV
—seciam-18.
4 SECHONS 21'
14
TI
i
a SEMM-21.
IF
T-90-POR-1-51
FSECTIONS 21
T2-r--r
7 SECTIONS 21-
-
i�2-V
i —SECMS 18"
2 SECUOICS-PS
TX-r
T 'SECTIONS IS
F-51�CTMNS 21
IN
4 SECTIONS IV
4 SECTIONS 21'
B3 '-r
3 SECTIONS 1w
T—SECTiomi-PI
16
5-6,
i 'Mcmd IV
6 SECTIONS 21'
13*-0'
1 SECnON TV
7 SECTIONS 2P
IIV
8 SECTIONS 21*
-
le-3*
0 SECTIONS 16'
'MCnONS
3 SECTIONS 21"
14-6
F 15'
4 SECTIONS 21
14-9
4 SECTIONS IV
5 SECTIONS 21-
So
IS
;Lc 5 Is.
1 SECTIONS p
75 --Y
1
2 MCM T
7 SECTIONS 21'
19 2"11
SECTION IW
BUCTIONS 21"
IV
16 SECTIONS TV
4 SECTIONt 'I']
TOP FIXTURE S-1/2- X 2-3/4' X OX
STEEL PLATE WITH ONE 5/16-18 MS W/ NUT OPTION& DOOR MEWER
FASTENED TO END STILE WITH TO BE INSTALLED AT
(6) 014 X 3/4' SELF' DRILLING SCREWS 'ANY CENTER '7
STIL
CENTER STILES
SEE SCH. IA!T--
OPTIONAL VENT
�V WIDE AT 7' O.C. MAX. LOPTION& FLUSH FACE
AENNG AREA NOT TO EXCEED COLONIAL DESIGNI WOOD GRAIN DESIGN L --A
120 SO. IN. MAY. nnnR winim
CENIER STILE
OUTSIDE
RA14DLE
END STILE
ON GUIDES
rIN
-a" ON END STILE
,
WITH (4) #4 X -5/8' SIAS
I 'T , tt
OT X .6W I.00W CAR
ENGAGES
ON
IN TRACK
EACH SIDE OF 0
-CENTER STILES
OUTSIDE KEYED LOC
101
OPTIONA
LOCK M LOCKING SHOWN
ALTERNATE TO
-01 TO 91
SPRING IOADFO SLIDE Dot
LOCKS SHOWN ABOVE
10. 11--lo.
DOOR WI INS
DAB DOORS INC.
INSIDE ELEYMON
Hurricane MosterOModel 824/811
RAISED PANEL EM13OSSED DOOR
Max. Size 16'-2" X 16'-0. High
With Window Uto Option
914 X 3/4' SELF Na SCREWS MAY BE USED
DESIGN PRESSURE RATING. + 56;0 PSF
IN LIEU OF #14 X 5/8' SMS
64.0 PSF
ITHIS PRODUCT IS RATED FOR LARGE MISSILE =MPACT
L THIS PRODUCT RAS BEEN, DESIGNED AND TESTED TO COMPLY WITH 714E
REQ= F FUHUCA 2ING CODE (FBG) FIFTH EDITION (2014)
UF
SCHEOULE W
INCt NOZRY ... ZONE (WH*.
CENTER STILES coNnouRAnoN
2. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS.
DOOR WIDTHS
I Of CENTER STILES
ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL
-wzi TO, �9-101
—
2
DRESSING OR STUCCO.
101-01 TO lf�llr
2
3. ALL BOLIS, NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL
12'-0' TO 13'-10'
3
4. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN
r4--Dl �Toml-lw
THESE DETAILS ARE NOT PART OF THIS APPROVAL.
Ir-Ill To Is'-101
_4
S. A LOAD DURATION INCREASE IS USED IN DESIGN OF.ANCHORS INTO.WOOD ONLY.
CON TESTED
IN ACCORDANCE WnH THE REQUIREMENT$ OF FLORIDA
I
Rnrl
04
U) ING
ASIM EIBBS-05/ASTM
CODE, TAS-202. TAS-201 & TAS-203 FOR HVHZ AND
E1996-09.
EW. wo
PROMWREMWED
n,- P 05 2
C IkW i
alopmolm dwn*".
ag'=II
oww" - �
MI
asi
11 liaw
A
Of �2
0 a
z
0 o
oz
In
00-18
x 2- V U.BAR
I , Tok
0 VER"CA� INTERMEDIATE
14 X 5/a $.M.S.
3/4' SELF DRILLING S.
VIS Gk X 2-111V X 2' G&V. STEEL U.BAR
URGING TRUSS 0 BOTTOM OF PANEL
--- rz- TO --- WERUMATE
.Es . p
AN IT r'/6" S.M.S.
.� TO 0 ST! E
FOUR 1 14 X 3/4' SELF DRILLING S.
IST SEMON (13OTTO
REINFORCING
STEEL TRACK BRACKET FASTENED
TO WOOD JAMB WITH
5/10' X 1-5/8' LAG SCREW -7
(..I THRg ED)
HEX WASHER HEAD PE A
ONE PER
SOUTHERN PINE
0.55
1-3/16'
1.2' X 2.19 * X 3.3' X .090"
STEEL TRACK BRACKETS
SEE SHEET 2 FOR SPACING
16 OA. X 2�11/4" X 2"CALV. STEEL UMAR
REINFORCING TRUSS,
TRUSS FASTENED.70 VERTICAL INTERMEDIATE
STILES W/ IWO 1 14 X 5/8' S.M.S.
AND TO END STILE
%V/ FOUR # 14 X 3/4' SELF DRILLING SCR.
1/2' X 1-3/4' X 1.8 GAL
OPEN TUBE
0 TOP & BOTTOM
OF,EACH PANEV
2NO SEMO INTERMEDIATE SECTION
REINFORCING REINFORCING
-OPTIONAL STOP MOULDING
BY DOOR INSTALLER
j'14 X 5/6' SMS
6 PER IIINGE
1/2' X 11-3/V X 16 GA. FORMED STEEL
CLUED TO PANEL AND SECURED TO
END snLe . WITH 3/16* POP RNEWS 0 12' D.C.
117.
�8. X 2-5/8' X IS GA. STEEL
SnLE
POP
111 14 X 5/5' S.U.S.
F 4/ HINGE
24 GA. STEEL PANEL -
L PANEL,
FLAPS SENT OWR PANEL-,
a
1/2" PUNCHED �OLES_)
0 4 D.C.
Q
2* GALV. STEEL U.BAR
3 VERTICAL INTERMEDIATE
10 GkX 2-1/4' X 2" CALV. STEEL U.BAR 1,1
14 X 51W S.MS.
REINFORCINO TRUSS
3/4' SELF DRILLING SCR.
TRUSS FASTENED TO VERTICAL INTERMEDIATE
STILES W/ TWO 1 14 X 5/8- S.M.S.
- -#0 _E
/D 14 X 3/4"SELS DRILLING SCR.
OD
.0
END STILE
Q
�0
C3
lAJ
V)
�Lv
A
cn
z
006
TOP
smio
REINFORCING
C)
F,
0 R!
0
ILI,
in
tnj
V)
C),
X 2' X 2-1/e X 18 GA. STEEL
STILE
,a r I I
STEEL TRACK & GALV. STEEL] INTERIOR SIDE ILLEI I IIEJ
- (STANDAR J� 7/16' PUSHNUT] CENTER HINGE
14 rA X 2-1/a- X I INSTALLED a
12 Gk X 3-511V X 1-112;gRO N ROLLER SKAFt 2ECTION B- 1.82"XDIA. X .50' STEEL ROL
ASTENED TO T PLO 1.02" CIAL .50' MON ROLLERS
W/ Y4
LC2COOX Y5;TRUSS HD. 2.75" DLk X .50" STEEL ROLLERS
Tr M LOCK NUT 2.75' DIA. X W NVLON ROLLERS
WE 3/8' DIA. POWER-OOLT BY 'POMRS'
DIITANCE- 2* MIN. EMBED INTO 30aO PSI MIN. coNr-
1. MIN, EDGE DISTANCE
ONE PER BRACKET
SEE SHEET 3 FOR BRACKET SPACING
FRODMREwhvw
1p the FZNW
am"111111
dmvAnq no.
00-18
RUM
-3/4-.X 5-1/2' X 3- X 12 G&
AM STEEL
OP ROLLER BRACKET ON MON SIDE
ASTENEO W/.(G) #,14 X 5/0- S.M.S.
.090 THK. CAM STEEL ADJUSTABLE
SLIDE FASTENED TO BRACKET
/'W,/ 16-1� X3/4 HEX HEAD
I—W 9EWS , NUTS"
5/16" X 1-5/8' LAO SCREWS INTO WOOD OR
5/16'.SLEEVE ANCHORS
VAIN 1 -1/4" EMBED NI0 MASONRY
3 PER BRACKET
2-1/2- X 4-ilV X 13 CA, STEEL PLATES
WELDED TO 1-1/2- X 1-1/2" X 14 Qk ANGLE
FASTENED TO TRACK
WITH (4).1/4-20 SS. DOLT dc NUTS -
LOW HEADROOM DOOR
HORIZONTAL REINFORCEMENT
1/2' X 1-3/4" X 16 GA. FORMED STEEL
2' X S-1/2" X
CLUED TO PANEL AND FASTENED TO
.104*
CAM STEEL
VERTICAL STILES WITH FASTENED WU)R"4 - %V`ETS.M.S.
(2) 31le POP RWS it FOR
LOW HEADROOM DOOR OPTION
3
HORIZONTAL RENFORCEMENT
1/2' X 1-3/4* X 16 Ilk FORMED STEEL
GLUM M PANEL AND FASTENED TO
VERTICAL,snLEs mTH
(2) 3/10- POP RIVETS
1.81' DR X 5" ROLLER SHAFT
OPWRAL INSULATIONS:
MOTS It
EPS-EXPANDED POLYSTYRENE
DENSITY - 1.05 PCF
N.O.A. #,, -0926.07
OR
ISO-25 POLY-ISOCYANURATE
DENSITY . 2.0 PCF
--N.OA Oil-0926.06
OR
WRIMw AV.ERICV
N.O.A. -010-1129.04
OR
DENSITY� 0,92 POF
N.O,k 4-0311.03
14 CA GAIV. STEEL
RrR HINGES FqTIENEV
. (.) 0 14 X 5/8- SMS
MIN. .02V ROM. FORMED STEEL PANEL
DRAWINO QUALITY C-40
MI". YIELD STRENGTH - 34, HSI
WrrH,PRlMER MD,BAKED-OR
POLYSTER PAINTED TOP COAT
APPLIED TO BOTH�SIDES OF STEEL
12 Gk G&V. STEEL
orBRACKET FA�TENED
(.11 14 X 5/8 SMS
Sm,CPTIOHS
Er 4
HORIZ. TRACK SUF
CENTER SUPPORT REDD. ON I
EXREEDING 8 Fr. IN Ih
A.—
A—J
4 Gk OALV. STEEL TRACK
2 X, 2 X - Iltr HORIZ. ANGLE
SPOT WELM TO HONZ. TRACK 04-.0
WITH TWO WELDS AT I �11/2' APART
FM AT 3' D.C.
110'FLAVEIRACKEr A
-16 X'3/4" BOLT &
;PRING SKOT GUIDE
-2D X 5/8, Bay Ac
VERTICAL TRACK_,,-
2-Ile X I, X Gw
SECTION A —A Cy
0
0
DOOR
HEIGHT
- SECTION EIGHM
147H STH
I BRACKET PLACEMENTS
81 , 82 - -B3- 04 1 -05-- 86 1 97 1- 88
6'-D'-
t a",
M12*
"/A
I' TO 2-111-3/4'
3V
45"
67-
NIA
I To
To '
11-3/4'
23-
3V
45-
so
67'
21"
�1; 4�
N/A
I' TO 2"
11-3/4*
23-
W
45-
56-
F77
7--6*
--o--o;-
12-11-
'1-'
11-3/4"
23"
34"
45*
56'
67"
78-1/4*
ilwt;-5-
TO "11-3/4-
23'
W
45*
5V
67-
78-1/4;
i ; W, ; i Fo F W � 0, R-E, - THAN , 8 -F, -7% ... HICH,-US,E,,`ABD`M,,0,WlL TRACK BRACKETS AT 10- O.C.
1.0' X U19" X 3j' X -09D"
STEEL 1 X,BRIXMS
2-3/16" HIGH-
CONNE57b TO TRACK WITH
0), Ile BOLTS & NUTS. b
,TMCK CONFIGURATION
L LI HIGH I -I STANDARD LI LOW HEADRO
DOUBLE TRACK
AVAILA19LE IRACK OPTION
Engn JhVAD AHmAD lRoDucraBNmELD
didba VIIA IM FWA.
A
Ib -
by;
jwj
ui 10
G)a
z
In .9
r�! I —
V.: 0311
I..t=3--f 5=1
k
MIN.
281Y 1/4;.DALAO SCREWS BY
I
Wm a _AT M ENDS WOOD
-1. P., D.C. MAX.
�!p I I ___ AND 10" Tz., -
1/4" Otk LAO SCREWS
AT 6 - FROM ENDS
AND 10" D.C. MAX.
OPTION ' )Z�:§ OPTION a \��
WOOD SUCK CONNECTION TO WOOD SUBST (WOOD SPECIFIC GRAVITY SG-0,55 MIN.)
THE INSTALLATION METHODS SHOWN ABOVE SHOWS, 2XS SYP WOOD SUCK ATTACHMENT
—TO-WDOD-STAUCTURES-Ir THESEMETHOOS ARE FOLLOWED NO ADDIVONAL CALCULATIONS/OESIGN
WILL BE REQUREO.FOR DESIGN OF-CARAGE-60011-ANCHORAGEo—
FOR DOOR REPLACEMENT APPLICATIONS WITH NO ENGINEER OF RECORD. INSTALLATIO14 MAY BE
VERIFIED AND APPROVED BY THE BUILDING OFFlCLkL UPON INSPECTION.
WOOD BUCK CONNEC710N 70 MASONRY
PRESSURE TREATED 2X6 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO
GROUTED REINFORCED MASONRY BLOCK WALL OR COM COLUMN WITH
TO' ULTRACON BY 'EL0O* WITH SPACING or
1 0 0 INTO GROUT FILLED BLOCK WAU.,WnH 2-1/4- MIN. EMBED
a- O:C: NTO 3000 PSI CONCRETE. WITH -3/4- NUN. EMBED
2-1/2' MIN. EDGE DISTANCE
1/4' TAPPER BY 'POWERS' WITH SPACING OF
" 0:8: 1, GROW FILLED BLOCK WALL, WITH 1-1/2' MIN. EMBED
8-3 HTO 30 PSI CONCRETE. WITH 1-3/4- LON. EMBED
y MIN. EDGE DISTANCE
3/8' CONFLEX BY 'ELC*`
A- O.0 INTO GROVT FILLED BLOCK WALL, WITH V MIN. EMBED
S' 0.0: INTO 3000 PSI CONCFtETE, WITH 1-3/4-'MIN. EMBED
3-3/4- MIN. EDGE DISTANCE
J/ T BY 'MV MTN SPACING OF
lap'j
C. INTO 3000 PSI CONCRETE, WITH 2-1/2' MIN. EMBED
Y MIN. EDGE DISTANCE
3 14LO SLEEVE BY 'HII.Tr WITH SPACING OF
.1110.C. INTO 3000 PSI CONCRETE, WITH t-1/4- MIN. EMBED AND
2-1/2' MIN. EDGE DISTANCE
PREPARATION OF J
MR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TO VERIFY
AorQuACY or suppoRnmo STRUCTURE To SUPPORT LoADs-Imposto
BY DOOR SYSTEM.
FOR DOOR REPLACEMENT IN RETROFIT BUILDINGS WITH No ENGINEER or
RECORD, DOOR INSTALLATION MAY BE REVIEWED AND APPROVED BY
BUILOW OFFICIAL UPON INSPECTION.
MAXIMUM DnRIU(+) LOAD PER UMB (16.10' X 56 PSIF)/2 - 452.5 Lbs'par Ft.
MAXIMUM INTERIOR(-) LOAD PER JAMB (i6.IW X 64 PSF)/2'- 517.1 We per Ft.
5/1 w x I-S
LAO SC
AT
I/16'X7._,,
FILLET WELDS
CONTINUOUS ANGLE TRACK
AT 12' D.C. MAX.
SELF DRILLING SCREWS
OR
3/t6" 'RIVEX' STEEL IUVETS*
MULTIGRIP W1 DOME HEN)
AT 48" D.C.'
1/2- x
x .055"
I.
DRILLING SCREWS
. RIVEX . STEEL RIVETS
;RIP W/ COME HEAD
* D.C.
WtIRI `-3�
PAZ=
P
_7,��W* AGAPTER
STEEL
RUBBER W.W.
RUBBER W`STRtPPING
050
L: .534
i2f
40
. 700 L[��
1
7_1
STEEL STRUCTURE ElY-OTHERS C.
MUST SUPPORT THE LOADS IMPOSED gg-
BY DOOR SYSTEM _CONC. 11-7;
CONCRETE f'c - 300D PSI MIN.
5/15' DIA.- BOLTS C-90 GROUT FILLED BLOCK rill - 2060 PSI MIN.
FWffH WAS14ER & NUT
AT 12' D.C. LM.
. . . : . . xo�/ - -
W�.4 X 14 CA
12 GA. GALV. STEEL —
-
FLAT BRACKETS 13" LONG
2-1/8- X I- X 14 GA.
AT 12 D.C. IN DOOR OPNIG.
:
GALV. STEEL TRACK
AT 8 D.C. ABOVE DOOR CPNG.
-FASTENED To TRACK PLATES
CONNE TO NT. ANGLE
W/ (2) t/4-20XS/8- TRUSS No.
W/ (3�TgOT tf6S AT EACH SIDE
SLOTTED M.S. & LOCK NUT
m 146%
0
tax
02
0
P (3
i-tif-g-
U) CPO I
lK 5 to
0 3ia 9
,g-. - LAOL-0
FLOL,PE I 7M2
CAN.
PRODtH7T
&Aft
A -vim wwowd
Hi
Hj! Ith
[�d�rcwlnr
00 1
'00-18
luo
I
Im
PANEL
. (.024) STEEL MIN.
DIA. WAVER
AND 7" D.C. MU.
(4) #a X 3/4' SMS
0 ENDS
-at- 8;2tR0
AN D S?/1 MC. MAX.
.062 DEEP
1/4 - POLYCARBONATE LEXAN
BY 'SASIC INNOVAnVE PLASTICS*
NOA filla-07ital
1 .002 CEEP
le
(4) 08 X 3 4- SUS
0 ' �,3/8j!ROM ENDS
AND S_' D.C. UAX
18 X 3/4' SMS
. 3/1� FROM ENDS
AND ' D.C. MM.
VIA. WASHER
STEEL MIN.
PLASTIC COMPLIES WITH
CHAPTER 26 OF FBC
SEE EVIDENCE PAGE
Is I
'Id I MA
-1
0
L7631
L725
1
1444
0
EXTERIOR FRAM
INTERIOR FRAM
RIGID PVC ONE PIECE INJECTION
RIGID PVC CNE'PIECE- INJEcnoN
AblUt LLLV-AlIQN
RAISED PANEL EM13OSSED DOOR WITH OPTIONAL WINDOWS
61� WINDOW LITES CAN BE IN ANY LOCATION IN DOOR SECTION
08 X 3/4* SMS \��
AM:3/8* FROM ENOS 175 X Oa2 DEEP
4�1/r OP- MAK.1 r'GROOVE I
11 -:-zl = 7z. -:-.r = 7 FA2. KVAO AHMAD
1* ---- - - - - - -
DOOR PANEL]
24 GA. (.024) STEEL VJN. 1511tr MIN. EXTERIOR
al. 'OPO.
FIR004=1KENIZINIED
tj
z
on I
d
tn
.1
will
frowing no.
R2- �18
L-1 �5-_f5j
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�Lst > Application Detail
FL15371-RI
Revision
2014
Approved
*Approved by DBPR. Approvals by DBPR shall be reviewed and ratified
by the POC and/or the Commission if necessary.
N
DAB Doors Company, Inc.
12195 r4W 98 Avenue
Hialeah Gardens, FL 33018
(305) 822-700
RBergerSl8@hotmall.com
lavad Ahmad
alfam(jq@afceng.corn
Allen Berger
12195 NW 98 Avenue
Hialeah Gardens, FL 33018
r.bergqrS18@hotmalf.com
Exterior Doors
Sectional Exterior Door Assemblies
Certification Mark or Listing
Miami -Dade BCCO - CER
Miami -Dade BCCO - VAL
Standard
Year
TAS 201-94
1994
TAS 202-94
1994
TAS 203-94
i994
Method I Option A
05/13/2015
05/19/2015
file:///C:1Users/BRYNNW—l/.
1SIKJL7.htm
5/26/2015
Florida Building Code Online Page 2 of 4
Date Pending FBC Approval
Date Approved 05/26/2015
Summary of Products
FL #
Model. Number or Name
Description
15,371.1
lHurricane Master Model 8241811
Large missile impact resistant 16'-2" x 16' steel sectional
Steel Sectional I Garage,Door W-2"
garage door.
Wide (Reinforced) wl Window Lite
Option
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: Yes
FI-1537i R1 C CAC 16x16 Garaae Door LMI (15-0302.01)
dwq 98-05.pd
Approved for Use outside HVHZ-. Yes
Impact Resistant: Yes I
Quality Assurance Contract Expiration Date
D�!slgn Pressure: +44/75�
07/21/2020
Oth ' er: See attached limitations of use for Installation
Installation Instructions
instructions.
FL15371 RI 11 16x16 Garacie Door LMT (15-0302.01) dwci
98-05.od
FLIS371 R1 11 Limitations Of Use.r)df
Verified By: Javad Ahmad PE #70592
Created by Independent Third Party: Yes
Evaluation Reports
Created by Independent Third Party:
19371.2
Hurricane Master Model 824/811
Large missile Impact resistant 16'-2" x 16' steel sectional
Steel Se c-tiona'l Garage Door 16'-2"
garage door.
Wide w/ Window Lite Option
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ. Yes
FLIS371 R1 C CAC 16x16 Garage Door LMI (15-0304.01)
dwo 02 - 21.pd
Approved for use outside HVHZ: Yes
,Impact Resistant: Yes �
Quality Assurance Contract Expiration Date
Design Pressure: +36/-44
07121/2�020
Other: See attached limitations of use for Installation
Installation Instructions
instructions.
FL1537 RI 11 16x16 Garage Door LMI (15-0304.01) dwq
02-21.nd
FLIS371 R1 II Limitations Of Use.nd
Verified By: Javad Ahmad PE #70592
Created by Independent Third Pa�ty: Yes
Evaluation Reports
Created by Independent Third Party:
15371.3
Hbrricane Master Model 824/811
Large missile impact resistant 18'4' x 16' steel sectional
Steel Sectional Garage Door 16'-2"
garage door.
Wide w/ Window Lite Option
Limits of Use
Approved for use in HVHZ: Yes
Certification Agency Certificate
FL15371 RI C CAC 18x16 Garacie Door LMI (14-0814.03)
dwq 05-03.od
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Quality Assurance Contract Expiration Date
Design Pressure: +40/-44
03/29/2617
Other: See attached limitations of use for installf.ation
installation instructions
Instructions.
FL1S371 R1 Ir 18x16 Garaae Door LMI (14-0814.03) dwa
05-03.od
FLIS371 R1 TI Limitations Of Use.odf
Verified By: Javad Ahmad PE #70592
treated by Independent'Third Party: Yes
Evaluation Reports
Created by Independent Third Party:
15371.4
FModel 8.24: 16'-2" Wid ' e
Large missile Impact resistant 16'-2" x 16' steel sectional
(Reinforced) Steel Sectional Garage
garage qoqr.
Door wl Window Lite Option
Limits of Us
Certification Agency Certificate
Approved for use in HVHZ: Yes
FL15371 R1 C CAC 16x16 Garacie Door LMI (15-0304.02)
dwq 00-18.od
Approved for use outside HVHZ, Yes
Irrkpact Resistant: Yes
Quality Assurance Contract Expiration Date
Design Pressure: -�5.6/-64
02j22/20W
Other: See attached limitations of use for installation
Installation Instructions
Instructions.
FLIS371 R1 TI 16xI6 Garane Door LMI (15-0304.02) dwq
00-18.od
FLIS371 RI 11 Limitations Of Use.od
Verified By: Javad Ahmad PE #70592
Created by Independent Third Party: Yes
Evaluation Reports
Created by Independent Third Party:
15371.5 Model 824: 16-2" Wide Steel Large missile Impact resistant 16'-2" x 16' steel sectional
Sectional Garage Door w/ Window garage door.
Lite Option I
file:///C:iUsers/BRYNNW—I/A`ppDataALocal/TempALow/SISIKJL7.htin 5/26/2015
Florida Building Code Online Page 3 of 4
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVFiZ- Yes
Impact Resistant: Yes
Design Pressure: +2?/-30
Other: See attached limitations of use for
instructions.
Certification Agency Certificate
FLIS371 RI C CAC 165c16 Garage Door LMI (14-0814.07)
dwo 03-06.r)d
Quality Assurance Contract Expiration Date
08/14/2016
Installation Instructions
FL15371 RI IT 16x16 Garage Door LMI (14-b814.07) dwq
03-06.i)d
FL15371 RI 11 Limitations Of Use,od
Verified By: Javad Ahmad PE #70592
Created by In ' dependent Third Party: Yes
Evaluation Reports .
Created by Independent Third Party:
15371.6
Model 824: 18'-2"W[4e
Large missile impact resistant 18'-2" x 16' steel sectional
(Reinforced) Steel Sedtional
Garage
garage door.
Door wl Window Lite
bpt�lon
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ, Yes
FL15371 R1 C CAC 18x16 Garage Door LMI (14-0814.11)
dwq 99-24j)d
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Quality Assurance Contract Expiration Date
Design Pressure, +55/-64
03110/2018
Other: See attached limitations of use for lhsl
allation
Installation Instructions
Instructions.
FL15371 R1 11 18x16 Garaae Door LMI (14-0814.11) dwq
99-24j3d
FL15371 R1 11 Limitations Of Use.pdf
Verified By: Javad Ahmad PE #70592
Created by IndependeritThlrd Party: Yes
Evaluation Reports
Created by Independent Third Party:
15371.7 Model 824: 9'-4" 06 (Reinforced) Large missile impact resistant 9'-4" X 16' steel sectional
Steel Sectional Garage Door w/ garage door.
Window Lite Option I I
Limits of Use
Approved for use in HVIHIZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: +62/-70
Other: See attached limitations of use foe
instructions.
Certification Agency Certificate
FL15371 RI C CAC 9x16 Garage Door LIVIT (14-0814.09)
dwo 01-05.nd
Quality Assurance Contract Expiration Date
10104/2016
Installation Instructions
FL15371 RI 11 9x16 Garage Door LMI (14-0814.09) dwq
01-05.r)df
FL15371 R1 11 Limitations Of Use.pd
Verified By: Javad Ahmad PE #70592
Created by Independent Third Party: Yes
Evaluation Reports
Created by Independent Third Party:
15371.8
Model 824: 9'-4" Wide
Steel
Large missile Impact resistant 9'-4" x 16' steel sectional
Sectional Garage Door
w/ Window
garage door.
Ute Option
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: Yes
FLIS371 RI C CAC 9x16 Garage Door LMI (14-0814.04)
Approved for use outside HVHZ: Yes
dwo 01-09.cd
Impact Resistant, Yes
Quality Assurance Contract Expiration Date
Design Pressure: +50/-60
08/09/2016
Other: See attached limitations of use for installation
Installation Instructions
instructions.
FL15371 RI II 9x16 Garane Door LMI (14-0814.04) dwq
01-09.pdf
FL15371 RI 11 Limitations Of Use.ridf
Verified By: 3avad Ahmad PE #70592
Created by Independent Third Party: Yes
Evaluation Reports
Created by Independent Third Party:
15371,9
Model 924: 12'-4" Wide Steel
Large missile impact resistant 12'-4" x 18' steel sectional
Sectional Garage Do I or
garage door.
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ, Yes
FL15371 RI C CAC 12x18 Garage Door LMI (14-1014.13)
Approved for use outside HVHZ: Yes
dwa 04-01.pd
Impact Resistant: Yes
Quality Assurance Contract Expiration Date
Design Pressure: +W-65
07/1412020
Other: See attached limitations of use for installation
Installation Instructions
Instructions.
FL15371 RI IT 12x18 Garaae Door LMI (14-1014.13) dwo
04-01.odf
FLIS371 RI Il Limitations Of Use.od
Verified By: Javad Ahmad PE #70592
Created by Independent Third Party: Yes
Evaluation Reports
Created by Independent Third Party:
file:///C:/Users/BRYNNW—l/
1SIKJL7.htin
5/26/2015
Florida Building Code Online Page 4 of 4
E —..kl F.-R
Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850-487-1824
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Under Florida law, email addresses are -public records. If you do not want your e-mail address released In response to a publIcrecards request, do not send
electronic mall to this iintity. Instead'*Cointict the office by phone or by traditional mall..If you have any questions, please contact 850.487.1395. -Pursuant to
Section 455.12?5(l), Florida Stpfutes,,effactive Octoberj, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If
they have one. The emalls provided may be used for official communication with'the licensee. However email addresses am public record. If you do not wish to
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Chapter 455 F.S., please click
P�oduct Approval Accep":
99 plq PM M
C - di�
A I
file:///C:/LJsers/BRYNNW-1/AppData/Local/Temp/Low/SlSIKJL7.htm 5/26/2015