HomeMy WebLinkAboutNOA 1-23-19Randall E. Stofft Architects, P.A
NOA Approval for Acquavista L,t
bv:" clatedha
ILL
MIAMIZE
D"ARTMENT OF REGULATORY ECON
BOARD AND CODE ADMINISTRATIO DIVIS]
NOTICE OF ACCEPTAN, E M
DAB Door Company, Inc
12195 NW 98(h Avenue
HialtahGaidens, FL 33018
Rurrioarie,
SCANNEG
BY
1pip NFIR&
KIC RESOURCES (RER)
Mastor by DAE3 M4(#824
5(opSf -(o4ps-F
Max size, 1b2,,"X j(01011
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
I i 805 SW -26 Stree4 Room 268
Miami, Florida 331,75-2474
T(786)315-259D F(786)315-2599
SCOPE:
This NOA is being issued urilderthe applicable rules and regulations governing the use of construction materials. The
documentation submitted has been review d and accepted by "anii-Dade County RfiR-Product Control Section to be
u isedn Miami Dade County and other arc s Whereallowed by the Authority Having Jurisdiction (AH).
This NCIA shall not be valid afterthe expi istion date stated below. The Maini-Dade County Product Control Section (In
Miami Dade County) and/or the AHJ 6-26as other than hflami Dade County) reserve ft right to have thi's product or
material tested for quality assurance purp es. 'If this - duct or material fails to perform in the accepted Manner, the
manufacturer will incur the expense ofsuc.;!!ting iindptrhoe AHJ may immediately revoke, z odi 6 or suspend the use of
such product or material,*ithin their jurisd c" tion. RER reserves the right to revoke this acceptance, if it is determined
by Miami -Da& County Product Control I etion that this product or material faffs to meet the requirements of the
applicable building code.
This product is approved as d lbe, hhe i
including the High Velocity Hu
i
e one.
DESCRIPTION: Hurricane Master M
Window Lite Option (DF +56.0, 44-0
APPROVAL DOCUMENT: Drawing
dated OV24/2000, with last revision I dat6
scaled by Javad Ahmad, P.E., bearing the
Notice of Acceptance number and qpirati
AUSSILE IMPACT RATING targe f
IABELING: A -0 armanent label with the
number, the positive and negative design t
instruction drawing reference number, app
statement reading'miami-Dade County Pi
bottom angle, orinner surface of&paiiel.
and'has been designed to comply with the Florida BiAlding Code,
24/811 Steel Sectional Garage Door up to 161-211 Wide w/
00-10, tji(jed "Sectional Garage Door", sheets I through Sof 5,
03/09/201.5, prepared by A]-Farooq Corporation, signed and
a
i'
arm-Dado County Product Control renewal stamp with the
a date by thdMiami-Dade County Product Control Section.
Small Kissfle Impact Resistant
ifiacturees name or logo, manufacturing.address, model
re rating, indicate impact rated if applicable, installation
number'(NOA), the applicable test standards, and the
Control Approved' is to, be located on the door's side track,
RENEWAL ofthis NOA shall be considered
I
fler a renewal application has been filed and there has been no change
in the applicable building code negatively affectiqg the performance of -this product.
TERMINATION of this NOA will occur after jthe expiiation date or if there has been a revision or change in the
materials, -use, and/or manufacture of the product Misuse of this NOA as an endorsement of any prbduc for917proeqn., - - 1;
sales,.advertising or any other purposes shall autoihatically terminate This NOA. Failure to comply with any section of
this NbA shall be cause fortennination'and remo4,alofN0A.
ADvERTInwNT.- The NoA number prec'ded by the words Afiami-Dade County,
I
Abrida, and followed by the
expir4on date may be displayed in advertising literature. N ikny portion of the NOA is displayed, then it shall be done
in its entirety.
INSPECTION: A copy of this entire
I
N0A shall 1:
shall be available for insper tion at thejob site atihe , i
This NOA renews NOA N 14-0914.05 and consi
approval document mentioned above
The submitted documentation was reviewed by
Rp.CLjvc:b%
4:! c:ountY.
provided to the user by the manuf4cturer or its distributors and
qucst of the Building 0fricial.
s of this page I and evidence pages E-1 and E-2,as well as
M. Utrera, P.E.
NOA No. 15-0304.02
Expiration Date: February 22, 2020
Approval Date: April 21,2015
Page 1
DAB Door Company, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. 00-18, titled'%ectional Garage Door", sheets I through 5 of 5, dated
08/24/2000, with last revision Idated 03/0 9/2015, sheets I through 5 of 5, prepared by Al-
Farooq Corporation, signed and sealed by Javad Ahmad, P.E.
B. TESTS "Submitted under NOA # 09-0128.03 -*'
1. Test report of Twsile Test per ASTM E 8, Report No.. HETI 08-T.182, prepared by
Hurricane Engineering & Testin& Inc., dated 12/2,3/2008, signed and sealed by Candido F.
Font, P.E.
Submitted under NOA # 08-1106. 0511
2. Test reports on t) orm 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 FBQ TAS 203-94
4) Forc e,dl Entry Test per YBC 24113.11, TAS 1202-94
along with marked -up drawings and installation diagram of a DAB 824 24 GA Sectional
Garage Door wit . h Fixed Windows, prepaitd 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 # 00-1121. 01"
3. Test report of Uniform Static Air Pressure and Force Entry Resistance Test, per FBC,
TAS 202-94 on "Sectional Residential Garage Doors, prepared by Hurricane Engineering &
Testing, Inc., Report No. BET1 00-903., dated 08/11/1000, signed and sealed by Hector M.
Medina, P.E.
4. Test report of Large Missile Impact Test, per FBC, TAS 201-94 and Cyclic Wind Pressure
Test per, per FBC, TAS 203-94 on. "Sce'tional Residential Garage Doors?, prepared by
Hurricane Engineering & Testing, Inc., Report No. HETI 00-904, dated.08AV2600, signed
and sealed by Hector M. Medina, P.E..
5. Test report on Salt Spray (Corrosion) T69 per ASTM B 117 of a painted GAO steel
panels, prepared by Celotex Corporation, Test Report No. 258592, dated 08/17/1998,
signed by W. A. Jackson, PiE. "Submitted under NOA 0 03-0210.04"
C. CAL CULATIONS "Submitted under NOA # 14-108.14. 050
1. Anchor verification calculations prepared by Al-Farooq Corporation, dated
09/2212014 and 071242014, signed and sealed by Javad Ahmad, PA.
2. Anchor verification calculations prepared by Al-Farooq Corporation, complying with F.B.0
2007, dated 12AW2008, signed and sealed by Humayoun Farooq, P.E.
Submided under NOA # 09-0128.03."
Carlos AL Utrera, P.R.
Product Control Examiner
NOA No. 15-0304.02
Expiration Date: February 22,2020
Approval Date: April 23,2015
DAB Door Conivany. In
D.
E.
F.
QUAIJTY ASSURANCE'
1. Mi.ami-Dqde Depart
MATERIAL CERTIFICA!
1i Notice of Apcept'anc
Lexan Sheet Produc t
2. Notice of Acceptancel
Insulfbam. E . xpandedi
11/29/2017'. '
3. Notice of , Acceptance
Expanded Polyst ren(
on 01/11/201.7.
4. Notice of Acceptance
Dyplast ISO-01 Polyi
5. Notice of Acceptance
their Eipanded.Polyst
expiring- on 02/24/201
of Regulatory and Economic Resources (RER)
No. 13-0717.0.1, issued to SABIC Innovative Plastics, for their
approvedon 11/28/2013 and expiring on 07/17/2018.
No. 14-0311.08, issued to Insulfbam, LLC, for their
Uystyrene Insulation, approved on 08/14/2014 and expiring on
qo. 11-0926.07, issued to Dyplast Products, LLC, for their
Block Type Insulation, approved on 11/10/20 11 and expiriring
Submitted un der NOJ1
6. 'test Report on Aeceler
ASTM G155 of"PVC I
Testing, Inc., Report N
Rafiel E. Droz-Sedaj P
7. Test Reports on Tensil(
by Hurricane Engineeri
11/29/2004 signed and
8. test Report on Self-1911
Test of "REHAU non4
Pubport
I
No., 0 , 4-761-14 6
STATEMENTS "Submitted un
1. Statement letter of code
interest issued by AI-Va
Javad Ahmad, P.E.
o. 11-0926.06, issued to Dyplast Products, LLCi f6r their
yanurate Insulation,'approved on 11/10/2011 and expiring on
o. t-0-11.20.'04, issued to Cellofoam North America Inc, fdr
ene Block Insulation, approved on OV24/201 1 and
9.05-028,02"
ed Weathering Using Xenon Arc Light Apparatus Test per
ktrusion Materiar, prepared by Hurricane Engineering &
HETI 04-A.002, dated 09t27/2004., signed and sbal6d by
Test per ASTM D638 of 'TVC Extrusion Materiar', prepared
ig &. Testing Inc., Report No. HETI 04-1751, dated-
ealed by 1. Ghia, P.E.
tion Temperature Test, Rate of Burn Test and Smoke Density
ain PVC extrusion materiar, prepared by ETC Laboratories,
9.6, dated 05/06/2004, signed and sealed by J. L. Doldhn, P.E.
IVOA # 14-0814.05"
brinance to the 51hedition (2014) FBQ and no financial
Corporation,dated 05/13/2014, signed and sealedb'y
E -2
Carlos M. Utrers, PX.
Product Control Examiner
NOA No. 15-0304.02
Expiration Date: ' February22,2020
Approval Date: April 23,2015
A7-
1/2- X 2-1,/4' X III rA
GALV. STEEL CENTER HINGE
W/ (4) 114 X 5/6- SUS
WITHOUT DELRON SLEEVE (STD.)
7-1/2- -X ;5- X .071 - GALV. STEELENDROLLERHINGE II
W/ (6) 114 X 5/8' SMSvWITHKILITDEURONSLEEVE (SM.)
WITH DEIRO. SLEM (.11101,111)
7-1/e X 2-W4 X .071, DAILY. STEEL , ;ER HINGE LOCK
VW1, (
4) 014 X 5/8" SOS 2/ 00"
WITH DELRaN SLEEVE (oPnCN!9 -----------
CENTER HINGE 15/161W x .15 Tw. LATCH
I 07rMOARD LOCK
8
SPRING LOADED SLIDE BOLT (BOTH SIDES)
FASTENED W/ (4) 114 X 1/4' S.MS,
5/6- M"i LOOKCONFORMTOSECTION 1008 REGARDING GARAGE DOOR!
7 X 7 DALY. AIRCRAFT TYPE
CABLE & NICO-PRESS SLEEVE
MIN. 5 TO I SAFETY FACTOR
7" X r X 12 "
STEEL PLATE.
WITH (4) 114 X 3/4-
SELF DRILLING SCREWS
BRACKET
STD. LIFT DOOR
7LOftni OFDOORrnATU1
HEMIIT coNsms or DOOREACH DOOR
W-=6, i- -IS- 2 fEC=10 S 2i;
S.- . 9 1 SECTION 18" 3 SECTIONS 21; aa
7' 4 SECTIONS 21'
71-V 5 SECTORS IV
7'-Q' 4 SECTIONS to* I aEFO—N2 r
toa' FFEE Tmmm 2 SECTI HS 21' OHSW-r 2 SECTIONS IV 3 SECTIONS 21
W-V I smnoN IV 4 SOCTIONS 21P
F-V 5 SECTIONS 2.1'
W 6 SECTIONS IV
5 SECRONS 19' 1 SECTION 21"
G'-V 4 SECTIONS IV 2 SECTIONS 21'
9'-r 3 SECTIONS IW 3 iECT-10"S 12
10' 2 SECTIONS to" 4 SECIIWS
101-31 1 SECTo" to* 5 SECTIONS 21'
1 '-V 6 SECTIONS 21'
1 0 -9 F-- SECnOW M' I-MM-6-2 If
I V 5 SECTIONS 15' 2 SECTIONS 21*
3 SECTIONS 21*
I V-V J SECFICNS 18- 4 ?E—CI*M 2P 14
TF--V FS—MTKWS to- SECTIONS 21-
12 6 SECTIONS 21
12'-3" 7 SECTIONS 21'
12'-V 0 SECTIONS iVI2 SECTIONS-21'
12'-0' a SECTIONS IVI3 SECTIONS 21'
13'- 4 SECTIONS !C4 SECTIONS 21'
U-3- 3 SECTIONS IW 3 SECTIONSWI to
sec— to FiSOn"S 2V
13:-V I SEC11ON $V 7 SECTIONS 21'
14' 5 SECtIONS 21'
14'-3' 5 SECTIONS 18' 3 SECTIM-2-l'
14'-V TIONS JW14 4 SECTIONS 2 I'l
to
F4r-,' SSICTIONS 15" 5 SECTIONS 21*
far- 3 21IF72IRTURS15,91 SIMEON 2 1 -
IV 6 SECTIONS 15-14 SECTIONS 21- 20 1
BRACKET
LOW HEADROOM
DOOR OPTION
7T7E B" X 3-11r X .010' L PLATE
WITH (4) 114 X 3/4' SDS
Top -nxTuRE 5-1/2' X 2-3/4' X 0.1"
STEEL PLATE WITH ONE 5/16-18 MIS W/ NUT GPMONAL DOOR VIEWER
FASTENED TO END STILE WITH TO BE INSTALLED AT
6) 014 X 3/4" SELF OMWNr SCREWS ANY cm-`VCFNTrRqn[rt
L
sm I romm7i I I i ijnm1i I Emil I i rim- i i uiini7inii IION' 11
JIM
MOM -
I 117ml 1 1 7nIII 11117-m-
LOPT'O,NAL,,v,ENTT 7. O.C M. LOPTI"SH FACE
P)c NO AREA NOT TO EXCEED COLONIAL DESIGNA WOOD GRAIN DESIGN
ANI120SO. IN. MAX DOOR Mal"
CENTEII STILE
OUTSIDEHANDLE NO STILELONGUIDESEND STILE
WITH (4) 914 X 5/8' SMS
X AW LOCK BAR
ENGAGES
ON
IN TRkCK
EACH SIDE OF 000 CENTER STILES
OUTSIDE KEYED LOCK
OPTIONA M 313
LOCK BAR LOCKING SHOWN
ALTERNATE TO I 8,-o- To 9,10"
SPRING LOADED SLIDE UULI DOOR MOTHS
LOCKS SHOWN ABOVE
IW-o" TO III-101
DOOR WIDTH$
16-2
INSIDE ELEMTIQN
RAISED PANEL EMBOSSED DOOR
I'l It WX 30,lrl'p S "WNG SCREWS MAY BE USEDInD5je" SMS
DOORS INC.
rrico_ne MCSterQ Model 8!4/811
S.:. 1 6'-2" X 16'-0 High
ith Window Uto Option
DESIGN PRESSURE RATING - + 56.0 PSF
64.0 PSF
LT21 PRODUCT IS RATED FOR LARGE MISSILE IM 1_11-%li Q NERAL NOTES
1. THIS PROOUCT'HAS BEEN DESIGNED AND TESTED To COMPLYWITH THE
REQUIREMENTS OF THE FLORIDA BUILDING CODE (FOC) FIFFH EDITION (2014)
SCHEDULE W INCLUDING HIGH VELOCITY HURIOCANE ZONE (WHZ).
cENTER sma counamm 2. ANCHORS "Lk. BE AS LISTED. SPACED AS SHOWN ON DETAILS.
DOOR WIDTH$ Of CENTER stin ANCHOR EMBEDMENT TO BASE MATERKL SHALL BE BEYOND WALL
81-o" TO W-10, 2
DRESSING OR STUCCO.
101-01 TO 111-10, 2 3. ALL BOLTS, NUTS AND WASHERS SKALL BE ZINC PLATED CARBON STEEL.
12'-G* TO IW-10' 3 4. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN
14'-D' TO IW-10' 4 THESE DETAILS ARE Nor PART OF THIS APPROVAL.
g ZiVin 0 In DUMTION DIMEASE 5 USED IN DESIGN OFANCIIORS INTO WOOD ONLY.
M M-13
I V-G TO 15*- 1 a"
THS
S'- 11". TO IV-212'-=O-" To 131-10" 1 L 1
DOOR MOTHS mAim MuIrlb
5
14 m%p
Do
3
ca F3
C) C3 1
3: 9 s
z 1p
U)
04
r WITH THE REQUIREMMIS OF FLORIDA Ii-"201 A, TAS-203 FOR HVHZ AND
09.
D
PRODMIRIENEWED
2 Opm balftflaFlaft 8, amp
BY drawing no. 1011111112i
00-18
X 2"&V
5 0 VIMIUSAR
0 VERTICAL INTERMEDIATE
14 X 5/11" S.M.$.
3/4' SELF DRILLING S.
W16 GA. X 2-111V X 2- MY. STEEL U.SARFORCINGTRUSS0BOTTOMOFPANEL
TRUSS FASTMED TO VERTICAL WERUEDLATE
STILES W&M j 14 X 5/8' SALS. mo TO 10 STt E
W/ FOUR 111 14 X 3/4' SELF DRILLING S.
OPTIONS
JST SECTION (BOTTOM)
REINFORCING
STEEL TRACK BRACKET FASTENED
TO WOOD JAUS WITH
5/16' X 1-5/8' LAG SCREW
WJFULLY 'NREAOEOIERREADTYPEA
ONE PER BRACKET
SOUTHERN PINE
0.55 7.9 1
1.9" X 2.10" X 3.3' X .050'
STEEL TRACK BRACKETS
SEE SHEET 2 FOR SPACING
18 Ok X 2-1/4- X 2- BALM STEEL UZAR
REINFORCING TRUSS
TRUSS FASTENED TO VERTICAL INTERMEDIATE
SIILES W/ TWO 111 14 X 5/8" S.M.S.
AND TO END STILE
W/ FOUR 111 14 X 3/4' SELF DRILLING SM.
1/2' X 1-3/4' X 16 GA.
OPEN TUBE
0 TOP & 1307TOMI,
OF FACH PANEL
Ux 2' GALV. STEEL U.BAR
NED TO VERTICAL INTERMEDIATE
U 14 X 5/8' r.MS.
14 X 3/4' SELF DRIULING SCR.
2ND SECTIQ INJERIVIEDIATE SECTIONS
REINFORCING REINFORCING
OPTIONAL STOP MOULDING
BY DOOR INSTALLER
1 14 X 5/8' SMS
G PER HINGE
1/2" X 1-3/4" X 15 GA. FORMED STEEL
CLUED TO PANEL AND SECURED TO
ENO SnUE VAIN 3/10- POP RPMS 0 le D.C.
1-7/6' X 2-5/a' 11 111 ILI" STEEL
CENTER SnLE
POP RIVETS
F41/14 X S/a' S...S.
HINGE
TOP SEcria
RE3NFORCING
X 2- X 2-1/e X 18 Gk STEEL
STILE
24 GA. STEEL PANEL -
0
FLAPS BENr OVER PANEL-\
1/2- PUNCHED HOLES
a 4' OC.
Q
0 Ix
X 2" CALV. STEEL UBAR
issTO47TICAL INTERMEDIATE5/8- S.MS.
LE
SELS-DRIUUMG-SC .
C4
END STILE a0
Ld j
lufZ
0
0
W Q C3 I
ce0 34
E0 z
08t/)
3/8
1
a POWER -COLT BY TIOWERS'
EDGE r
it
DISTANCE- N. EMBED INTO 3000 PSI MIN. CONG.
2* LIIN. EDGE DISTANCE
ONE PER BRACKET
SEE SHEXr a FOR BRACKET SPACING
0 ;Z
3/4' MAX'.
Engn JAVAD ARMAD
CMIA
t& W2
ER INCE
a lb, wia&AFkri"
INTERIOR ROLL
p , -1—aqAqmwlo
swmftcoft
I
INTERIOR SIDE
16
18 Gk GALV STEEL ROLLER HIN
STEEL TRACK CENTER*HINGE
14 Gk X 2-1/a- X I- (STAMM
0
7/iG* PUSHNUT a 0 Zol i
12 GA. FLEDO, RZMER SHAFT- 1.82' DUL X .50' STEEL ROLLERS (STO.)
G INSTAL N
X 3-5/16 X liol&Ar SECTION 8- j. X SO no.
AS; ENE P 1.82* CLOL X .50' NYLON ROLLERS (OPTIONAL) drowing
W/ 114
Z5 ??
t;ITO I YB,' TRUSS No. 2.76' OA, X..50" STEEL ROLLERS ,OPTID 00-18
ED M k LWA NUT 2.75' DIA. X SO" NYLON ROLLERS PTIO:Lj
RIVETS 511V X 1-5/8' LAO SCREWS INTO WOOD OR
3 4- X 5-1/2- X 3- X 12 GA. 5/16' SLEEVE ANCHORS
ALY STEEL WITH 1-1/4" EMBED INTO LUSONK0
OP ROLLER BRACKET ON EACH SIDE 3 PER BRACXET
hSTENEO W/ (6) 0 14 X 5/8- S.M.S.
2-1/2' X 4-11/4' X 13 GA. STEEL PLATCS
WELDED TO 1-7/2' X 1-1/2' X 14 GA. ANGLE
090 THK. CALM. STEEL ADJUSTABLE FASTENED 7 TRACK
SLIDE FASTENED 70 BRACKET WITH (4) 1/4_20 SS. BOLT% NUTS
YW 4,,11-11 1 3 4' HEX HEADNU .
T, B_!,
TOP BRACKET
OPTIONAL
LOW HEADROOM DOD
HORIZONTAL RMFORCEMENT
X 1-3 X g GA. FORMED STEEL 2' X S-I/ 0 P L AlG7E FASMOD TO GZ j! .104 VERTM STILES WITH FASTEK0 X.
STEEL
2) 3/16' POP RWS WORIA 81WKETSVO-St.
Low HEADROOM DOOR OPTION
HORIZONTAL REINFORCEMENT
1/2 . X 1-3/4' X 16 GA. FORMED STEEL
GLUED TO PANEL AND FASTENED TO
VERTICAL.snLEs VATH
2) 3/16' POP RWVETS
81' DR X S' ROLLER MIAFT
OPTIONAL INSULATIONS.
EPS-EXPAN ED POINSMMEDENSITY - 91.05 PCF
N.O.A. oil-0926.07
ORISO-25 POLY-ISOCYANURATE
DIENSITY - 2.0 PCF
N.OA j 11 --M2&05
CDM SUPPORT REOD, ON
EXFMING 8 FT. IN I
A
A—]
RACK LENGTH = OPENING HEIGHT PLUS
Gh O&V. STEEL TRACK
2 X 2 X 110' HORIZ. ANbU
SPOT WELOM TO HDRIL TRACI(
WITH TWO WELDS AT.1-1/2- APART
FIRST AT J* D.C.
REST AT 0' O.0
coNNEcTm To no owmEr Ai4cE
15 X 3/4' DOLE & D 37/08SPEUNG SKAFT GUIDE
2) 1/4-20 X 5/8, SOLT &
VERTICAL TRACK
2-1/8P X I- X .080'
SECTION A -A
4- a
411910EVEDOOR
HE3GHT
SECTION HEIG
IS7 2ND13RI314TH15THI
BRACHU PLACEMENTS
81 . 82 03 B4 81_ a Be. L_27 j
18" 18" 18" 18 NIA 1* TO 2' 11-3/4" 23" 34. 45 g, 67
6--67 L2 1 N/AI1' TO 2" 11-3/4' 23" 4: 6"
S" To " 21' 11-3/4- U. 45 5U5567- 67*
F-6' 0 18,' 18 TO 2" 11-3/4- 3- 34" 45' 56' 67- 713-174
1112L L8118' 21" 1' TO 2' 11-3/4" 45- 78-1/4-
FOR DOORS MORE THAN'8 Fr. HIGH. USE ADDITIONAL TRACK BRACKETS AT 10' O.C.
1.9' X 7-19" X 3.r X .020"
STEEL TRACK BRACKETS
2-3/16-- HIGH
CONNECTED TO TRACK WITH
P0 114" BOLTS & NUTS.
ULNWIT - LUJ M
N.OA 110-1129.04
OREre 'INSULPM LI&
DENSITY - 0.92 PCF
N.QA #14-0311.08
14 GA. GALV. SM
R5"R HINGES FA§!RED114X5/8 SMS
MIN. .024' ROLL FORMED STEEL PANEL
DRAWING QUAUTY 0-40
MIN. YOU) STRENGTH - 34 I(SI
WITH PRIMER AND BAKED -ON
TRACK CONFIGI,
POLYM PAINTED TOP COAT
APPLIED TO BOTH SIDES OF STEEL
VERTICAL LI HIGH LI STANDARD LI LOW-HEADRO
12 " GAL% STEM DOUBLE TRACK
BOrFOj BRACKET FASTENEDW/ (4 8 14 X 5/8- SMS AVAILARLE TRACK OPTION
Eagn JAVAD AHMAO IODUCrRIBINIMM
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PLASTIC COMPLIES'WITH
DOOR PANEL CHAPTER 26 OF FBC
24 GA. (024) STEEL MIN. SEE EVIDENCE PAGE
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AND 6-1/t D.C. MAX
WINDOWurEs ckN 13E IN ANY LOCATION IN DOOR SECTION 321 1 1
98 X 3/4' SMS110 @ Q - ,
FR6M ENDS 175 x .082 DEEPAM: 4MO;2' 04. MAX.
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24 Qk (.024) STEEL MIN. GLAZINO SITE
02015 m
VINDOW WIDTH
00-18
Florida Building Code Online Page I of 4
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ch > Application List > 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.
DAB Doors Company, Inc.
12195 NW 98 Avenue
Hialeah Gardens, FL 33018
305) 822-7870
RBerge 518@hobnall.com
3avad Ahmad
alfarooq@afceng.com
Allen Berger
12195 NW 98 Avenue
Hialeah Gardens, FL 33018
rbergerSl8@hotmall.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 1994
Method 1 Option A
05/13/2015
05/19/2015
file:///C:/Users/13RYNNW—l/A 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
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 (Reinforced) wl Window Lite
Option
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL15371 RI C CAC 16xI6 Garage Door LMI (15-0302.01)
dwq 98-05j)dApprovedforuseoutsideHVHZ: Yes
Impact Resistant: Yes Quality Assurance Contract Expiration Date
Design Pressure: +48/-52 07/21/2020
Oth ' er: See attached limitations of use for Installation Installation Instructions
Instructions. FL15371 R1 TI 16x16 Garage Door LMT (15-0302.01) dwq
98-05.od
FLIS371 R1 II Limitations Of Use.pd
Verified By: Javad Ahmad PE #70592
Created by Independent Third Party: Yes
Evaluation Reports
Created by Independent Third Party:
15371.2 Hurricane Master Model 824/811
Steel Sktional Garage Door 16'-2"
Large missile Impact resistant 16'-2" x 161 steel sectional
garage door.
Wide,w/ Window Lite Option
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FLlS37-1 R1 C CAC 16x16 Garage Door LMI (15-0304.01)
dwo 02-21.odApprovedforuseoutsideHVHZ: Yes
Impact Resistant: Yes Quality Assurance Contract Expiration Date
Design Pressure: +3§/744 07/21/2020
other: See attached limitations of use for Installation Installation Instructions
Instructions. 1`1-153 1 RI II 16x16 Garage Door LMI (15-0304.01) dwq
02-21.0
FLIS371 RI II Limitations Of Use.r)df
Verified By: Javad Ahmad PE #70592
Created by Independent Third Party: Yes
Evaluation Reports
Created by Independent Third Party:
15371.3 Hurricane Master Model 824/811 Large missile Impact resistant 18'4' x 16' steel sectional
Steel Sectional Garage Door 18'-2" garage door.
Wide w/ Window Lite Option
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL15371 R1 C CAC 16x16 Garage Door LMI (14-0814.03)
dwq 05-03.odApprovedfoeuseoutsideHVHZ: Yes
Impact Resistant: Yes QualityAssurance Contract Expiration Date
Design Pressure: +40/44 03/29/2017
Other. See attached limitations of use for installation Installation Instructions
Instructions. FL15371 R1 11 18x16 Garaae Door LMI (14-0814.03) dwa
05-03.pd
FL15371 R1 11 Limitations Of Use.pdf
Verified By: Javad Ahmad PE #70592 9
Created by Independent Third Party: Yes
Evaluation Reports
Created by Independent Third Party:
15371.4 Model 824: 164' Wide Large missile Impact resistant 16'-2" x 16' steel sectional
ReInforcqd) Steel Sectional Garage garage door.
Door wl Window Lite Option
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL15371 R1 C CAC 16x16 Garacie Door LMI (15-0304.02)
dwq 00-18.r)dApprovedforuseoutsideHVHZ,. Yes
Impact Resistant: Yes Quality Assurance Contract Expiration Date
Design Pressure: +56/764 02/22/2020
Other. See attached limitations of use for Installation Installation Instructions
Instructions. FLlS371 RI 11 16xI6 GaraQe Door LMI (15-0304.02) dwq
00-18.pd
FL15371 R1 II Limitations Of Use.l)df
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:/Users/BRYNNW-1/AppData/Local/Temp/Low/SISIKJL7.ht,m 5/26/2015
Florida Building Code On-line Page 3 of 4
Limits of Use
Approved for use in HVHZ: Ye
Approved for use outside IVI
Impaci Resistant: Yes
Design Pressure: +27/-30
Other: See attached limitations
Instructions.
Yes
use for Installation
Certification Agency Certificate
1`1_1 371 RI C CAC 16x16 Garage Door LMI (14-0814.07)
dwq 03-06.nd
Quality Assurance Contract Expiration Date
08/14/2016
Installation Instructions
FL15371 R1 IT 16x16 Garage Door LMI (14-0814.07) dwq
03-06.0
FL15371 RI II Limitations Of U§e.pd
Verified By: Javad Ahmad PE #70592
Created by Independent Third Party: Yes
Evaluation Reports
Created -by Independent Third Party:
15371.6 Model 82 : 18'-2" Wide Large missile impact resistant 18'-2" x 16' steel sectional
Reinforce ) Steel Sectional Garage
Door wl Window Lite Option
garage door.
Limits of Use Certification Agency Certificate
Approved for use in HVHZ.* Yes FL15371 RI C CAC 18x16 Garacie Door LMI (14-0814.11)
dwo 99-24j)dfApprovedforuseoutside
I
H.VHZi Yes
Impact Resistant: Yes Quality Assurance Contract Expiration Date
Design Pressure* +55/-64 03/1012018
Other: See attached limitations ole for Installation Installation instructions
instructions. FL15371 RI 11 18x16 Garage Door LMI (14-0814.11) dwq
99-24.i)d
FLIS371 R1 11 Limitations Of Use.pd
Verified By: Javad Ahmad PE #70592
Created by Independent Third Party: Yes
Evaluation Reports
Created by IndependentThirdr Party:
15371.7 Model 824: 1p'-4" Wide (Reinforced) Large missile impact resistant 9'-4" x 161 steel sectional
Steel Sectio I Garage Door w/ a
tion
garage door.
Window Lll:70I
Limits 4 Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL15371 RI C CAC 9x16 Garage Door LMT (14-0814.09)
dwQ 01-05,r)dApprovedforuseoutsideHVHZ: es
Impact Resistant: Yes
Design Pressure: +62/-70
Quality Assurance Contract Expiration Date
10/04/2016
Other: See attached limitations of u e foe installation Installation Instructions
Instructions. FL15371 R1 II gx16 Garacie Door LMI (14-0814.09) dwo
01-05.odf
FLIS371 RI II 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 ModeI824: 4" Wide Steel Large missile Impact resistant 9'4" x 16' steel sectional
Sectional Gar ge Door wl Window garage door.
Lite Option i
Limits of Use Certification* Agency Certificate
Approved for use in HVHZ., Yes
Approved for use outside HVHZ: YJS
FL15371 R1 C CAC 9x16 Garage Door LMI (14-0814.04)
dwq 01-09.0
Impact Resistant. Y es,
Design Pressure: +5.0/-60
Quality Assurance Contract Expiration Date
08/09/2016
Other: See attached limitations of use for installation Installation Instructions
Instructions. FL15371 R1 11 9x16 Garage Door LMI (14-0814.04) dwq
01-09.13df
FL15371 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:
15371.9 Model 924: 12'14" Wide Steel
Sectional Garaje Door
Large missile Impact resistant 12'-4" x 18' steel sectional
garage door.
Limits of Use
Approved for use in HVHZ, Yes
Approved for use outside HVHZ: Yes
Certification Agency Certificate
FL1S371 RI C CAC 12x18 Garage Door LMI (14-1014.13)
dwa 04-01.vdf
Impact Resistant, Yes
Design Pressure: +6,0/-65
Quality Assurance Contract Expiration Date
07/14/2020
Other: See attached limitations of use f r Installation Installation Instructions
Instructions. FLIS371 RI 11 12x18 Garage Door LMI (14-1014,13) dwo
04-01.pd
FL15371 R1 11 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—I/AppData/Loca J empALow/SlSIKJL7.hftn 5/26/2015
Florida Building Code Online Page 4 of 4
FE-1 FEE
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file:///C:[Users/BRYNNW-1/A`ppData/Local/Temp/Low/SlSIKJL7.htm 5/26/2015