HomeMy WebLinkAboutNotice of Acceptance 1-1/2"%1/2"X 1/8'HORIZ.ANGLE f\ m
RIVETS 5/16°X 1-5/8-LAG SCREWS INTO WOOD OR HORIZ.TRACK SUPPORT, FOR DOOR HEIGHTS UPTO 8 FT.2 /POP
2-3/4'X 5-1/2'%3'X.104" • 5/16'SLEEVE ANCHORS CENTER SUPPORT REQD.FT ON DOORS WITHOUT INSULATION OR WWDOWS,
GALV.STEEL WITH 1-1/4"EMBED INTO MASONRY E%�jEE01NG B FT. IN NEtGHT 2'X 2'X 1/8'HORIZ.ANGLE N
OP ROLLER BRACKET ON EACH SIDE 3 PER BRACKET II A FOR DOOR HEIGHTS ABOVE B FT.OR
FASTENED W/(6) 9 14 X 5/8'S.M.S. II 1 DOORS WITH INSULATION OR WINDOWS O IO
SPOT WELDED TO HORIZ.TRACK pFppVi
14 GA GALV,STEEL ADJUSTABLE WITH TWO WELDS AT 1-1/2'APART FZ.
SLIDE FASTENED TO BRACKET 2-1/2"% 4-1/4"X 13 GA STEEL PLATES A J FIRST AT 3"D.C.,REST AT 9 O.C. W
W/5/16-18%3/4'HEX HEAD WELDED TO 1-1/2"X 1-1/2"X 14 GA ANGLE -- CONNECTED TO FIAC BRACKET ANGLE y 6
FASTENED TO TRACK W/3/8-16 X 3/4'BOLT&NUT
M.SCREWS d•NUTS. - g
WITH (4) 1/4-20 S5.BOLT&NUTS -- HORR.TRACK LENGTH= OPENING HEIGHT PLUS 12° AND TO SPRING SHAFT GUIDE WITH L'
TOP BRACKET - (2) 1/4-20 X 5/8'BOLT h NUT
• (STANDARD) TOP BRACKET It G w
(OPTIONAU• Q�j 7
_LOW HEADROOM-000 - _--_
HORIZONTAL REINFORCEMENT 14 GA.GALV.STEEL TRACK M
1/2 X 1 3/4'X.058'FORMED STEEL a O bS
-_._r... _ -GLUED-TO PANEL AND FASTENED_70. - -- _ - - -- --- - - - --- - -- _ dd
_. __ _ -VERTICAL STILES WRH_ _ ._ __ I,'- ._ :. i :. _ _- SECTION w=A-_' �._ O_n:--I
VERTICAL TRACKQ IL
2-1/8-X 1 X 080" $E
2 X 5-1/2'X.t04'-
(2)3/16°POP RVETS GALV.STEEL �. _ _ _ a H t
FASTENED W/ 4) 14 X 5/8'S.M.S.
TOP ROLLER BRACKET FOR
LOW HEADROOM DOOR OPTION DOOR • SECTION HEIGHTS BRACKET PLACEMENTS
HORIZONTAL REINFORCEMENT _ a W d F
- - -- - - HEIGHT- - _
1/2'%i-3/4"X.058'FORMED STEEL - -�-- -------- --- --- - '--- -- - -_ _ 15T 2N0 3RD 4TH 5TH- Bl-- 82-- --83--B4- -BS----86.._ -- -- -- --
GLUED TO PANEL AND FASTENED TO 6'-0' IB"1B' 18 1B"N/A 1'TO 2`11-3/4" 23" 34` 45" 56" 67" - —�
VERTICAL STILES WITH -—1
(2)3/16'POP RIVETS 6'-6' 21"18" 18"21"N/A 1'TO 2"11-3/4" 23" 34" 45" 56"
5/16"MEETING RIB 7'-0" 21°21 21`21"N/A 1`TO 2'11-3/4" 23" 34" 45" 56` 67" -
PLASTIC/STEEL ROLLERS 18' 18`18" 18"1"TO 2`11-3/4" 23" 34"- 45" 56" 67" 78-1/4'
® •� 8'-0" 21"18" 18'18" 21"1"TO 2'11-3/4` 23" 34" 45' 56" 67" 78-1/4" 0D
POP 1.82" DIA X.50' O o
�W/.44 DIA% 4-1/4`STEM G'O •-SECTIONS ARE NUMBERED STARTING AT THE BOTTOM o M
®, _= FOR DOORS MORE THAN 8 FT. HIGH, USE ADDITIONAL TRACK BRACKETS AT 10'O.C.
OPTIONAL INSULATIONS: z 0: Q
BY'DYPLAST PRODUCTS LLC' O
EPS-EXPANDED POLYSTYRENE °�a c
DENSITY o 1.05 PCF O m 1.9'X 2.19"%3.3'X.090' / Z UI
".OA 911-0926.07 STEEL TRACK BRACKETS rn O I
n 2-3/16"HIGH / 8
ISO-25 POLY-ISOCYANURATE m CONNECTED 70 TRACK WITH
� m
_774.777DEN6RY=2.0 PCF ) 1/4"BOLTS Sc NUTS. / 0 3 n
N.OA.911-0926.06 m 2
OR
BY'CELLOFOAM NORTH AMERICA'
DENSITY- 1.03 PCF N N
N.OA 910-1129.04 m p _
OR •+
BY'INC_ULCOAM LLC' < /
DENSITY-0.92 PCF m
®' N.OA 914-0311.08 / u
®' 14 GA.GALV.STEEL -
ROLLER HINGES FASTENED o
- w/(6)9 14%5/8"SMS m m
� €
MIN. .024'ROLL FORMED STEEL PANEL �
DRAWING QUALITY C-40 _ a
MIN.YIELD STRENGTH-39 KSI
---'--"-'
WITH PRIMER AND BAKED-ON Q1 z i
POLYSTER PAINTED TOP COAT TRACK CONFIGURATION
APPLIED TO BOTH SIDES OF STEEL
d
14
a c m
" N U ^ IT`
VERTICAL LIFT HIGH LEI STANDARD LIFT LOW HEADROOM
DOUBLE TRACK �
12 GA GALV.STEEL
BOTTOM BRACKET FASTENED �.L TRACK OPTIONS
W/(4) 9 14%5/e'SMS
1/ E�gr:JAMA ANMAD o
CML PitOD41CT RENEIVFD I
FLA.PE 70592 ftp/p91JtrWi&*A F101tlA $ I
CAN. 38
BOTTOM SEAL OPTIONSy0
SEE SHEET 5
RQ
R M Roomic"d drOwing no.
SECTION A-A 02-21
SEE SHEET 2 FOR LOCATION
OF REINFORCING TRUSSES sheet Sof 5
3 4° RQNFORCEMQJ7
IN. 1/2'X 1-3/4'X.058° � a
EDGE FORMED STEEL
BB x 1' 1
_ DIST' SELF DRILLING SCREWS ,(— d8 X 1' p
b 1-1/2"MIN. = OR SELF DRILLING SCREWS Z
0 9 I GE 01ST. N q i o 3/16"'RIVE%'STEEL RIVETS OR C
�Ipj MULTIGRIP W/DOME HEAD 3/16''RIVEX'STEEL RNLTS
g� I �o AT 48"O.C. MULTIGRIP W/DOME HEAD
i 3 AT 48'O.C. g r
REINFORCEMENT 5
1/2'X 1-3/4"X.058" 0 0-
1/4'
STEEL O O CL
1/4"ON.LAC SCREWS I 1/4'DIA LAG SCREWS p n
WOOD BU I 28Y I `-AT 6"FROM ENDS µ800D!YCW AT 6'FROM ENDS 0 FF V
-AND-15'O.C.MAX.-- - - -- AND 15'O.C. MAX.-= - -_---- - - - - -_ - --- ; N-- - - --
N5 PALUMINUM - - - - LP ADAPTER
STEEL
•CJ - RY"R YSIRIP!NcRuBBERWSTRIPP'
- -- -' -�' 3 - ------ -
LL
--- --- -- -------- ---
_.2224
- - 1.750-_- - - - - ---- --- �• -�
1,79D
CIE0
BOTTOM SEAL OPTIONS -
OPTION 'A' OPTION 'El
WOOD BUCK CONNECTION TO WOOD SUBSTRATE (WOOD SPECIFIC GRAVITY SG=0.55 MIN,)
THE INSTALLATION METHODS SHOWN ABOVE SHOWS 2X6 SYP WOOD BUCK ATTACHMENT �wy'
TO WOOD STRUCTURES. IF THESE METHODS ARE FOLLOWED NO ADDITIONAL CALCULATIONS/DESIGN ¢LL
WILL BE REQUIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE.
FOR DOOR REPLACEMENT APPLICATIONS WITH NO ENGINEER OF RECORD,INSTALLATION MAY BE ._ -• Z H V1 At
VERIFIED AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION, _ ANCHOR SPACING 00,W m
ANCHORS STRUCTURE EMBED SPACING EDGE DIST. 8
38 HLC_SLEEVE BY HILTI CONC. 1-1 4 B' 2" OW.
1
3%
B"CONFLEX BY'LLCOF FILLED BLOCK ' 3-3 4 O Z
3/8'OYN4801 BY RW' CONIC. 1-1.2 8 8' 2-1 2
STEEL STRUCTURE BY OTHERS 3 B"POWFlt-BOLT BY POWERS CONC_ 2' B —2-
5/16-
'5/16°X 1-5/8' MUST SUPPORT THE LOADS IMPOSED 3 8 SLEEVE—ALL BY SIMPSONS CONC. 1-1/2- B" 3_
LAG SCREWS
By DOOR SYSTEM
AT 12'O.0CONCRETE Vc-3000 PSI MIN. ¢N
. F
C-90 GROUT FILLED BLACK I'm 2000 P51 MIN.
5/16"CIA.BOLTS
rWITH WASHER&NUT -j
WOOD BUCK CONNECTION TO MASONRY ��.° I AT 12"O.C.MAX. EDGE DIST.
PRESSURE TREATED 2X6 SYP W000 JAMBS WHICH SHALL BE ANCHORED TO i 1 �1_.
4
GROUTED REINFORCED MASONRY BLOCK WALL OR CONIC.COLUMN WITH
1/4"ULTRACON BY'ELCO'WITH SPACING OF - 6 g
12"O. INTO NTO GROUT'FILLED BLOCK WALL,WITH 2-1/4'MIN, EMBED � ��o
13"O.C. NTO 3000 PSI CONCRETE,WITH 1-3/4'MIN.EMBED ,1-1/4°X 2-1/2°X 14 GA
2-1/2"MIN.EDGE DISTANCE 11-1/2" 1-1/2' CONT STEEL ANGLE 1-1/2 YS
1/4"TAPPER BY'POWERS'WITH SPACING OF 12 CA.GALV,STEEL
1I"O.C.INTO GROUT FILLED BLOCK WALL,WITH 1-1/2'MIN. EMBED FLAT BRACKETS t3'LONG 2-1 8 X 1°%14 C.4 d
13'O.C.INTO 3000 PSI CONCRETE,WITH 1-3/4"MIN, EMBED 1/16"X 2-1/2 AT 12"O.C. IN DOOR OPNG. GALV.STEEL TRACK
3'MIN. EDGE DISTANCE FILLET WELDS AT 18"O.C.ABOVE DOOR OPNG. FASTENED TO TRACK PLATES
3/8"CONFLEX BY'ELCO'OR AT 12'O.C.MAX. CONNECTED TO CONI.ANGLE SCOITEDI/4 0X5/8- RUSS HO
3 8"LOT BY'ITW'WITH SPACING OF W/(3)SPOT WEIRS AT EACH 510E m a
23°O.C.INTO 300D PSI CONCRETE,WITH 2-1/2*MIN.EMBED 0 n'
3/MIN. EDGE DISTANCE / CONTINUOUS AN• TRACK REVERSE TRACK CONTIN O is N TfiA.K 'a o d n$ V _
TO 14000 BUCK TO STEEL TOONR ANO FlL FD BLOCK .�c=r
3/8'HLC SLEEVE BY'HILTI'WITH SPACING OF
10'O.C.INTO GROUT FILLED BLOCK WALL,WITH 1-1/4'MIN, EMBED,4"MIN. EDGE DIST. —�
IS-O.C.INTO 3000 PSI CONCRETE,WITH 1-1/4"MIN.EMBED AND ALTERNATE TRACK INSTALLATION
2-1/2'MIN.EDGE DISTANCE
En9r:JAVAD AHMAD o
PREPARATION OF JAMBS BY OTHER S CIVIL
�DDl/�IZENBWGD
FLA PE i 70592 ewITIM F1011Q� $' 1
FOR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TO VERIFY CAM. 538
ADEQUACY OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED A-Wlir-NO,jyS. •0/ E q
BY DOOR SYSTEM. 0_J7/T/T.17�_7/_J a 3 J
FOR DOOR REPLACEMENT IN RETROFIT BUILDINGS WITH NO ENGINEER OF - - r---�
RECORD.DOOR INSTALLATION MAY BE REVIEWED AND APPROVED BY S7' drawing no.
BUILDING OFFICIAL UPON INSPECTION. a;2015
hWMCaLId r1 .1
MAXIMUM EXTERIOR(+) LOAD PER JAMB- (16.16' X 62 PSF)/2= 291 Lbs per Fl. OL_2
MAXIMUM INTERIOR(-)LOAD PER JAMB - (16.16' X 44 PSF)/2 -355.5 Lbs per FL. Sheet 4 o $
* PLASTIC COMPLIES WITH s0D
DOOR PANEL CHAPTER 26 OF FBC m `14
24 GA.(.024)STEEL MIN, SEE EVIDENCE PAGE Z
fkil
1.765 1.725 Q
a g�
7/16•DIA WASHER
1144
arp �I
�� V 58 X 3/4"SMS 213X/4"
A I 1 1 I 0 3/8 FROM ENDS
AND 7..O.C.MA%. .I WDW.WIDTH o a<p
I I I I w 1 B J.
1/8" RIGID-PVC ONE O PIECEAIN INJECTION RIGID PVC ONE PIECE INJECTION
LIN
(4)58 X 3/4'SMS y. x d MAX.0 1-3/8"FROM ENDS J OLOAND 6-1/2"O.C.MAX. o N
1 13 0
tlll 175%.062 DEEP
IIII GROOVE
1111 IJ � �
1111 " "• �. �
lil 1/4"POLYCARBONATE LEXAN i• 1. 'i 'i' M
I BY 013'SABI717.01 PLASTICS'
I I NOA 573-0717.01
U N
IIII fn
K Z
w s N
a 00 1
o lily O C
1111 71 1 o O Z�o
IIII
ED
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r 0 2 0
1111 t• 7 O
IIII
IIII
1111 175 X.062 DEEP
IIII GROOVE
t O g
(4)SB X 3/4"SMS INSIDE ELEVATION g
® 1-3/8"FROM ENDS RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS ;_ o
111 I AND 6-1/2'O.C.MAX. O WINDOW LTTES CAN BE IN ANY LOCATION IN DOOR SECTION
1
O 1 58%3/4'SMS
B I11 0 3/8"FROM ENDS 175% .062 DEEP
ED
i 11 AND 4-1/2"O.C.MAX. GROOVE ri y n
58 X 3/4"SMS I --:
0 3/8'FROM ENDS _ -
AND 7'O.C.MAX. -- ------- c
____________ _ ____________ Engr:JAVAD AHMAD FRODUGTRENEWIED o o_
7/16'01A WASHER _ CIVIL
_ _ _ _ _ _ _ �eonplrtlM1YE1011f�
FLA.PE 5 70592 BtIYdkOca& 1
CAN.353H AppPyt�IL14Np s'�� 0 8
DDDR PANEL EXTERIOR $ b
24 GA. (.024)STEEL MIN. �
�5 . Roi�tt Co1P1 drawio
ODOR PANEL 15/16'MIN. D.L.OPG. o nA
24 CA.(.024)STEEL MIN. GLAZING BITE
WINDOW WIDTH OG_L I
' sheet g of 5
;i
' f i
y
MIAM1•D1ADE " MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
i 11805 SW 26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T1,086)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy
DAB Door Company,Inc.
12195 NW 981 Avenue
Hialeah Gardens,FL 33018
SCOPE:
This NOA 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 RER Product Control Section to be
used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In
Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve;the right to have this product or
material tested for quality assurance purposes. If this product or material fails to perform 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. R13R 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 Zone.
DESCRIPTION:Hurricane Master®Model 824/811 Steel Sectional Garake Door 16'-2"Wide with
Window Lite Option(DP+36.0,44.0 PSF)
1'k
APPROVAL DOCUMENT: Drawing No.02-21,titled"24 GA.Roll Formed Steel Sectional Garage
Door",dated 09/10/2002,with last revision K dated 03/09/2015,sheets Il 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 Miami-Dade County
Product Control.Section.
MISSILE IMPACT RATING:Large and Small Missile Impact Resistant
LABELING:A permanent label with the manufacturer's name or logo,manufacturing address,model/series
01
number,the positive and negative design pressure rating,indicate impact rated-,if applicable,installation
instruction drawing reference number, approval number(NOA),the applicableitest 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. 1';
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 ari'Pendorsement of any product,for
sales,advertising or any other purposes shall automatically terminate this NOA. Failureto comply with any section of
this NOA shall be cause for termination and removal of NOA. '
ADVERTISEMCNT: 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#14-0814.10 and consists of this page 1 and evidence pagos E-1 and E-2,as well as
approval document mentioned above.
The submitted documentation was reviewed by Carlos M.Utrera,P.E.
14 NOA No. 15-0304.01
MIAMI-DADECOUNWW Expiration Date:July 21,2020
Approval Date:April 23,2015
Page 1
DAB Door Comaany.Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS ;j'
1. Drawing No.02-21,titled"24 GA.Roll Formed Steel Sectionall'Garage Door",dated
09/10/2002,with last revision J dated 11/07/2014,sheets:l through 5 of 5,prepared by Al-
Farooq Corporation,signed and sealed by Javad Ahmad,P.E.
B. TESTS "Submitted under NOA #11-0414.12"
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.HETI-07-4200,(dated 03/02/2007,signed and sealed
by Candido F.Font,P.E.
2. Test Report on Large Missile Impact Test per FBC,TAS 201-94jand Cyclic Wind Pressure
Test per FBC,TAS 203-94,of"DAB 824 Sectional ResidentiatjGarage Door",prepared by
Hurricane Engineering&Testing Inc.,Report No.HETI-11-3204,dated 01/20/2011,signed
and sealed by Candido F.Font,P.E. 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-T100,dated
01/21/2011,signed and sealed by Candido F.Font,P.E.
"Submitted tinder NOA #05-0228.02"
4. Test Report on Large Missile Impact Test and Cyclic Wind Pressure Test,of"Sectional
Residential Door with Windows",prepared by Hurricane Engin'eering•&Testing Inc.,Report
No.HETI 03-1328,dated 07/15/2003,signed and sealed by Rafael Es'Droz-Seda,P.E.
5. Test Report on Uniform Static Air Pressure Test,of"Sectional;Residential Door"prepared by
Hurricane Engineering&Testing Inc.,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 Resit e-ntial'Door(skin)", prepared
by Hurricane Engineering&Testing Inc,Report No.HETI 03-4078;dated 10/31/2003,
signed and sealed by Rafael E.Droz-Seda,P.E.
"Submitted under NOA#03-0210.04"
7. Test report on Salt Spray(Corrosion)Test per ASTM Bj 117 of,°�i 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 "Submitted under NOA#14-0814.10"
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.
964n4v1S
I Carlos M.Utrera,P.E.
Product Control Examiner
NOA No. 15-0304.01
Expiration Date:July 21,2020
Approval Date: April 23,2015
E-1 ;?+
I
I '
DAB Door Company,Inc.
I
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS (Cont.)
"Submitted under NOA#11-0414.12"
2. Anchor verification calculations prepared by Al-Farooq Corporation,complying with F.B.0
2007,dated 04/07/2011,signed and sealed by Javad Ahmad,P.E
3. Anchor verification calculations prepared by Al-Farooq Corporation,complying with F.B.0
2007,dated 12/19/2008,signed and sealed by Humayoun Farooq;P.E.:
"Submitted under NOA#09-0128.02"
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources(RER)
I3
E. MATERIAL 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 X07/17/2018.
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 ancllexpiring on 01/11/2017.
4. Notice of Acceptance No. 11-0926.06, issued to Dyplast Products,LLC,for their
Dyplast ISO-C1 Polyisocyanurate Insulation,approved on 11/10/2011b and expiring on
01/11/2017.
5. Notice of Acceptance No. 10-1129.04,issued to CeIlofoam North America Inc,for their
Expanded Polystyrene BIock Insulation,approved on 02/24/2011 and'expiring on 02/24/2016.
"Submitted under NOA#OS-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.HETI 04-A002,dated 09/27/2004,signed and sealed by Rafael E.
Droz-Seda,P.E.
7. Test Reports on Tensile Test per ASTM D638 of"PVC Extrusign Material",prepared by
Hurricane Engineering&Testing Inc.,Report No.HETI 04-T2,51,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.E.
F. STATEMENTS "Submitted under NOA#.14-0814.10"
1. Statement letter of code conformance to the 511 edition(2014)FBC and no financial interest
issued by AI-Farooq Corporation,dated 05/13/2014,signed ands sealed by Javad Ahmad,P.E.
I'
Carlos M.Utrera,P.E.
Product Control Examiner
NOA No.15-0304.01
Expiration Date:July 21,2020
i' Approval Date:April 23,2015
E-2
i
7-1/2"X 2-1/4'X 18 GA. ---' PUSH NUT TOP FIXTURE 5-1/2"X 2-3/4"X 0.1" U
CAW.STEEL CENTER HINGE ��0 STEEL PLATE WITH ONE 5/16-18 MS W/NUT OPTIONAL DOOR VIEWER
O W/ (4) $14 X 5/8"SMS / `�`� -FASTENED TO END STILE WITH TO BE INSTALLED AT N
WITHOUT DELRON SLEEVE(STD.) (6) #14 X 3/4"SELF DRILLING SCREWS ANY CENTER STILE � I
7-1/2"X 3"X.071'GALV.STEEL T O0 I SEE SHEET 3 FOR TOP BRACKET OPTIONS o
O END ROLLER HINGE 00 I CENTER STILES 0
W/(6) #14 X 5/8"SMS T SEE SCH. 'A' r-`A
WITHOUT OELRON SLEEVE (STD.) r F
WITH OELRON SLEEVE(OPTIONAL) p - - ---- S
0 7-1/2'X 2-1/4"X .071' LOCK
GALV. STEEL CENTER HINGE
W/(4) p14 X 5/8'SMS I 2/DOOR I
----
WITH OELRON SLEEVE(OnONAL) -
t I
O I 1-W X .15 THK. LATCH, I V _.. _ Q'O $I
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.- _ _ ___ In •--
-SPRING LOADED SLIDE'BOLT(BOTH SIDES u I- -
_- - -_ �- - - I K �O Y• N I
FASTENED w/(a) bla x 1/2"S.M.S. �, � -•— ---•--
_ --- --- _
MIN. LOCK ENGAGEMENT U o Z
CONFORMS TO SECTION 1006 REGARDING
GARAGE DOORS VAI I II a o o z Q
.158 DIA.GALV.AIRCRAFT TYPE VJ I -
CABLE&NICO
8V
SLEEVE � ; p `� B n n - B vWi
W/MIN. 5 TO 1 SAFETY FACTOR -- I
2-3/4'W x 5-5/9"H x .ago"THK.`, SII --- — — —�-"-- 12
STEEL PLATE, 1-3/8"DEEP t I t
WITH (3) N14 X 3/4' ,ll 0 ; `, o ; f -• ---- -.--_ _ -- - ] z O
SELF DRILLING SCREWS i V V V V _ T S2 n
BRACKET BRACKET "' a
STD. UfT DOOR LOW HEADROOM I a
DOOR OPTION ED I , Z vi N
DOOR 'U'I3AJtS TOTAL B OF ' --_ __—_ = o -co W
HEIGHT CONSISTS OF EACH DOOR 7-7/8'X 3-1/8" X•010" OPTIONAL VENTS
W-6' 2 SECTIONS 18.2 SECTIONS 21' STEEL PLATE L(3)5"WIDE AT 7"O.C. MAX. OPTIONAL FLUSH FACE p
W-9" 1 SECTION 18' 3 SECTIONS 21• WITH (4)914 X 3/4'SOS OPNG.AREA NOT TO EXCEED 120 STI.IN. -WOOD GRAIN DESIGN L A p Z
MAX. DOOR WIDTH
7' 4 SECTIONS 21'--- -- _._____- 16'-2" ___. p Lo¢Z ui
7'-8' 5 SECTIONS 18'- CENTER STILE DAB DOORS INC. m O1 W
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7'-9' 4 SECTIONS ELEVATIO
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B' 3 SECTIONS 18'2 SECTIONS 21' OUTSIDE RAISED PANEL EMBOSSED DOOR MO%. Size 16'-2" X 16'-0" Hi h
8'-3" 2 SECTIONS 18'3 SECTIONS 21' HANDLE END STILE 9 O
8'-6' 1 SECTION 18' 4 SECTIONS 21' _ Wilh Window Lite Option
S SECTIONS 21'- X14 X 3/4"SELF DRILLING SCREWS MAY BE USED
M LIEU OF e14 X 5/8"
9' 6 SECTIONS to SMS- LOCK BAR GUIDES DESIGN PRESSURE RATING = + 36.0 PSF gg
0'-3' S SECTIONS 18'1 SECTION 21' INSTALLED ON END STILE - 44.0 PSF C ai b ai
9'-6. 4 SECTIONS 18'2 SECTIONS 21• WITH(a) 014 x 5/B"sMs THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT GENERAL NOTES o m 9 0
9'-9' 3 SECTIONS 18'3 SECTIONS 21'
10' 2 SECTIONS 18.4 SECTIONS 21' �j u 18T X .6W LOCK BAR 1, THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE 2.
A
10'-3' 1 SECTION 18" 5 SECTIONS 21' S2 ENGAGES IN TRACK REQUIREMENTS OF THE FLORIDA BUILDING CODE(FBC)FIFTH EDITION(2014) 151
2S ON EACH SIDE OF DOOR c 8.
10'-6' 6 SECTIONS 21'- INCLUDING HIGH VELOCRY HURRICANE ZONE(HVHZ) o..
CENTER STILES SCHEDULE'A' m$
10'-9' 6 SECTIONS 18'1 SECTION 21' OUTSIDE K��pLOCCKLOCK 2. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. °'t
11' 5 SECTIONS 18.2 SECTIONS 21' CENTER STILES CONFIGURATION ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL
11'-3.4 SECTIONS 18'3 SECTIONS 21' OPTIONAL DOOR WIDTHS 0 OF CENTER STILES DRESSING OR STUCCO,
I1'-8. 3 SECTIONS 18".4 SECTIONS 21' LOCK BAR LOCKING SHOWN ® ®® � B'-0•TO 9'-10' 2 3. ALL BOLTS,NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL.
11'-8' 2 SECTIONS 18'S SECTIONS 21' ALTERNATE TO 10'-0•TO it'-f0• _ _2 4, ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN
12' 1 SECTIONS 18'15 SECTIONS 21' SPRING LOADED SLIDE BOLT 12'-0'TO 13'-10' J o d N
THESE DETAILS ARE NOT PART OF THIS APPROVAL. x
I2'-3' 7 SECTIONS 21"- LACKS SHOWN ABOVE �8'-0"TO 9'-10-0"TO 9'-10" 14'-0'TO t5'-10' 4 'S -s$-o
12'-6' 6 SECTIONS 18'2 SECTIONS 21' •- -- 5. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.
DOOR WIDTHS 15'-11'TO 16'-2' S c
12'-9' S SECTIONS 18'J SECTIONS 21' fx10R TESTED IN ACCORDANCE WITH THE TAS-203
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ND
1J' 4 SECTIONS 18'4 SECTIONS 21' BUDDING CODE,TAS-202,7AS-201 &TAS-203 FOR FIVIIZ AND
13'-3" 3 SECTIONS 18'5 SECTIONS 21' ASTM E1886-05/ASTM E1996-09. o Y
13'-6' 2 SECTIONS 18'6 SECTIONS 21' ® ®�� 'r�'® Eng..JAVAD AHMAD a_
lY-9" 1 SECTION 180 7 SECTIONS 21 IT n IT .P IL 70592 PRODUCTRENEWFD
14' 8 SECTIONS 21'- ��10'-0"TO 11'-10_�-0"TO 11'-10_� 14'-0"TO 15'-10_� FIA.PE G r .0�— � a
14'-3' 6 SECTIONS 18'J SECTIONS 21' DOOR WIDTHS DOOR WIDTHS A
_ 14'-6' 5 SECTIONS 18'4 SECTIONS 21' - AoRDT�co tb/ 8
=4ETIONS 18'S SECTIONS 21' M �-A ® �TIONS 18'8 SECTIONS 21• Ilflllln015 noTIONS IB'7 SECTIONS 21' G � gTION 18' 8 SECTIONS 21• 2-21CTIONS 21'- �12'-0'TO 13'-10" �15'-11'TO 16'-2"CTIONS 18'4 SECTIONS 21' 000R WIDTHS DOOR WIDTHS sheet 1 oT 5
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0 BOTTOM OF PANEL TRUSS FASTENED TO I a rz! F
VERTICAL INTERMEDIATE STILES W/TWO
814 X 5/8'S.M.S.AND TO END STILE
W/FOUR 814 X 3/4'SELF GRILLING S. Ip
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STEEL TRACK BRACKET FASTENEDBY 'SCHLAGE SECURITY HARDWARE' N
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5/16"X 1-5/8"LAG SCREW 6 PER HINGE END STILE,CONNECT TO PANELS WITH POSITIONED AT EYE LEVEL
(FULLY THREADED) FLAPS AND(5)OR(6)3/16'ALUM RIVETS
HEX WASHER HEAD TYPE A 1/2'% 1-3/4'X .058'FORMED STEEL SEE DETAIL ABOVE
ONE PER BRACKET GLUED TO PANEL AND SECURED TO ANCHORS AT TRACK BRACKET•
END STILE WITH(4)3/16'POP RNETS EDGE ,3/8'DIA POWER-BOLT BY'POWERS' N I?tl
SOUTHERN PINE ,v°4� 1-7/8'X 2-5/8'% 049'STEEL STANCE A)2'MIN.EMBED INTO CONCRETE(3000 PSI MIN.) a i<JEl
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V�-� I I 1 4"MIN. EDGE DISTANCE INTO FILLED BLOCK
1-3/16" CONCRETE Vc - 3000 PSI MIN,
C-90 GROUT FILLED BLOCK Ism - 2000 PSI MIN.
1.9"X 2.19'X 3.3"% 090" ANCHOR TYPE A OR B
STEEL TRACK BRACKETS , 1 , , , (1) PER BRACKET O
SEE SHEET 3 FOR SPACING 9EE SHEEP 3 FOR BRACKET SPACING
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14 GA.X 2-1/8"X 1'(STANDARD) 1.82"OLA.X.50"STEEL ROLLERS(STO.) 0 015 B1' drawing no.
12 GA X 3-5/16'X 1-1/2"(OPTIONAL) 7/8"PUSHNUT 1.82'DIA. X.50'NYLON ROLLERS (OPTIONAL) n nq
FASTENED TO TRACK PLATES INSTALLED ON ROLLER SHAFT 2.75"DIA. X.50"STEEL ROLLERS (OPTIONAL)— C_G�
W/ 1/4-20 X 5/8"TRUSS HD. 2.75"DIA. X.50'NYLON ROLLERS (OPTIONAL)
SLOTTED M.S.k LOCK NUT SECTION B-B WITH 5'STEM sheot Qof 5