HomeMy WebLinkAboutProduct Approval &or
MIAMI•DADE MIAMI-DADE COUNTY
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) www.miamidade.gov/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)an 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. RLR 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 Garage Door 16'-2"Wide with
Window Lite Option(DP+36.0,44.0 PSF)
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 1 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
number,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 ofNOA.
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#14-0814.10 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.Utr•era,P.E.
NOA No.15-0304.01
rnaan•nraoecourarr Expiration Date:July 21,2020
, is Approval Date:April 23,2015
G¢f I`120 Page 1
DAB Door Company,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No.02-21,titled"24 GA.Roll Formed Steel Sectional Garage Door",dated
09/10/2002,with last revision J dated 11/07/2014,sheets 1 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 05/02/2007,signed and sealed
by Candido F.Font,P.E.
2. Test Report on Large Missile Impact Test per FBC,TAS 201-94 and Cyclic Wind Pressure
Test per FBC,TAS 203-94,of"DAB 824 Sectional Residential Garage 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.
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 under NOA #OS-0228.02"
4. Test Report on Large Missile Impact Test anis Cyclic Wind Pressure Test,of"Sectional
Residential Door with Windows",prepared by Hurricane Engineering&Testing Inc.,Report
No.HETI 03-1328,dated 07/15/2003,signed and sealed by Rafael E.Droz-Seda,P.E.
S. Test Report on Uniform Static Air Pressure Test,of"Sectional Residential Door"prepared by
Hurricane Engineering&Testing Inc.,Report No.BETI 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,Report No.HETI 03-T078,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 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 "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.
B�, 1G�ZolS
Carlos M.Utrera,P.E.
Product Control Examiner
NOA No.15-0304.01
Expiration Date:July 21,2020
Approval Date:April 23,2015
E-I
* PLASTIC COMPLIES WITH N
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DOOR PANEL CHAPTER 26 OF FBC I
24 GA.(.024)STEEL MIN. SEE EVIDENCE PAGE Z
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AND
800 AND 7"O.C.MAX. WOW.WIDTH
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AND 6-1/2"O.C.MAX. LIT `
- -1 - - - ES CAN BE x
WINDOW IN ANY LOCATION IN DOOR SECTION-
- _-- - - - -
I- (18 X 3/4'SMS O
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DOOR PANEL EXTERIOR
24 GA. (024)STEEL MIN. �� �• Pro" ;101 drawl�ng�DO.
DOOR PANEL 1
MIN. On'n
24 GA..(.024)STEEL MIN. GLAZING
D.L.OPG.G BITE G G
WINDOW WIDTH
3 4^ REINFORCEMENT ��\ cg
IN. 1/2'X 1-3/4'X.058"
FORMED STEEL
D�G @e X 1" _ __ �I
z 1-1/2"MIN. SELF DRILLING SCREWS N
_ OR SELF DRILLING SCREWS
oG I GE 01ST, m J/16''RNEX'STEEL RIVETS OR 0
MULTIGRIP W/DOME HEAD 3/16"'RIVEX'STEEL RIVETS rr
AT 48"O.C. MULTIGRIP W/DOME HEAD P
REINF3/aORCEM.Osa'• AT 48"O.C.
ENT tt
2BY 1/4'DIA.LAC SCREWS 2BY U 1 1/4"DIA. LAG SCREWS FDRMED STEEL O U a(y
WOOD BU K I -AT 6" FROM ENDS W00/ I SAT 6'FROM ENDS �./ Q V
I AND 15'O.C.MAX. I AND 15'O.C. MAX. - �� �7
' W'STRIP ADAPTERE-21
ALUMINUM STEEL ADAPTER o Q Q g
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RUBBER W'STRIPPINC RUBBER W'STRIPPING O N
0,50�l
14
.224 ILS 2J _ II .700
I �M-1.750—d —¢ C--• �
1.790
0
BOTTOM SEALOPTION
OPTION 'AOPTION 'B' c
WOOD BUCK CONNECTION TO WOOD SUBSTRATE (WOOD SPECIFIC GRAVITY SG-0.55 MIN,) o 0
THE 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.
FOR DOOR REPLACEMENT APPLICATIONS WITH NO ENGINEER OF RECORD, INSTALLATION MAY BE _ _. _. Z Vj n
VERIFIED AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION. _ ANCHOR SPACING —,W '$
ANCHORS STRUCTURE_ EMBED SPACING EDGE DIST. to O
3 8 HLC SLEEVE BY HILTICONC. 1-1 4 B' 2"
J/8 CONFLEX BY 'ELCO FILLED DLOCK T @_ 3-J 4 O 3
3/8'DYNABOLT BY ITW CONC. i0
STEEL STRUCTURE BY OTHERS 3 B POWER-BDLT BY POWERS' CONC_ 2' 6' 2" Z c
5/16"X 1-5/8" MUST SUPPORT THE LOADS IMPOSED 3 8 SLEEVE-All BY SIMPSONSI CONC._ 1-1 2 a' 3=
LAG SCREWS BY DOOR SYSTEM - - <
AT 12'O.C. CONCRETE Ve-3000 PSI MIN. ¢N 5
5/16"DIA BOLTS C-90 GROUT FILLED BLOCK Pm- 2000 PSI MIN. N z
NUT
WOOD BUCK CONNECTION TO MASONRY A 12 O C.WASHEMAX.
W EDGE DIST. mo_-_PRESSURE TREATED 2X6 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO
GROUTED REINFORCED MASONRY BLOCK WALL OR CONC.COLUMN WITH '% ULTRACON BY'ELCO'WITH SPACING OF ✓12"O.C.INTO GROUT FILLED BLOCK WALL,WITH 2-1/4'MIN.EMBED 13"O.C.INTO 3000 PSI CONCRETE,WITH 1-3/4"MIN.EMBED %2-1/2'% 14 CA I 2-1/2"MIN, EDGE DISTANCE 1_1 2'• 1-1 z" CONT STEEL A GLE 1-1/21/4"TAPPER BY'POWERS'WITH SPACING OF 12 GA GALV.STEELO.C.INTO GROUT FILLED BLOCK WALL,WITH 1-1/2'MIN. EMBED —FLAT BRACKETSt3'LONG2-1 8"% 1'X 14 GA,13"O.C.INTO 3000 PSI CONCRETE,WITH 1-3/4"MIN,EMBED 1/16'% 2-1/2 AT 12"O.C.IN DOOR OPNG. GALV.STEEL TRACK
3'MIN. EDGE DISTANCE FILLET WELDS AT 18"O.C.ABOVE ODOR OPNC. FASTENED TO TRACK PLATES3/B"CONFLEX BY'ELCO' OR AT 12"O.C. MA%. CONNECTED TO CONT.ANGLE W/(2) 1/4-20X5/8"TRUSS HD.B"LOT BY'ITW'WITH SPACING OF W/(3) SPOT WELDS AT EACH SIDE SLO DM.S.k LOCK NUT23"O.C.INTO 3000 PSI CONCRETE,WITH 2-1/2'MIN. EMBED 3'MIN, EDGE DISTANCE CONTINUOUS AN• TRA.K REVERSE TRACK C MULIOUS ANGLE TRACK 3/8"HLC SLEEVE BY'HILTI'WITH SPACING OF TO STEE10"O.C.INTO GROUT FILLED BLOCK WALL, WITH 1-1 4'MIN. EMBED,4"MIN. EDGE DIST.15"O.C.INTO 3000 PSI CONCRETE,WITH 1-1/4"MIN. EMBED AND ALTERNATE TRACK INSTALLATION
2-1/2"MIN.EDGE DISTANCE - s
Engr:JAVAD AHMAD o
PREPARATION OF JAMBS BY OTHERS CIVIL PRODU6F REwpwrz
FU.PE qq 70502 • rtOliLbp FBNiQ� d I
FOR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TO VERIFY CA.N.y538 BJIdIry ca&
ADEQUACY Of SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED MppLylq NO�T'+PQ.B� Fsq' CJI
DY DOOR SYSTEM.
FOR DOOR REPLACEMENT IN RETROFIT BUILDINGS WITH NO ENGINEER OF
RECORD, DOOR INSTALLATION MAY BE REVIEWED AND APPROVED BY FBy
BUILDING OFFICIAL UPON INSPECTION. Nodlae cmv drawing no.
a;2015 02-21
MAXIMUM EXTERIOR(+) LOAD PER JAMB (16.16' X 62 PSF)/2 - 291 Lbs per FL. _
MAXIMUM INTERIOR(-)LOAD PER JAMB (16.16' X 44 PSF)/2 -355.5 Lbe per FL, sheat 40f 5D
1-1/2'X 1/2"X 1/8"HORIZ.ANGLE
POP RIVETS 5/16"X 1-5/8'LAG SCREWS INTO WOOD OR HORIZ.TRACK SUPPORT, FOR DOOR HEIGHTS UPTO 8 FT. �� 2,
/ 5
X 5-1/2'X 3'%.104" /16"SLEEVE ANCHORS CENTER SUPPORT REDID. ON DOORS WITHOUT INSULATION OR WINDOWS,
GALV.S
ALV.STEEL WITH 1-1/4"EMBED INTO MASONRY
E%AEEDINC 8 FT. IN HEIGHT 2'X 2"% S A VE 8 ANGLE II
OP ROLLER BRACKET ON EACH SIDE 3 PER BRACKET II A+- FOR DOOR HEIGHTS ABOVE B FT.OR z
FASTENED W/(6)8 14 X 5/8'S.M.S. II 1 DOORS WITH INSULATION OR WINDOWS
SPOT WELDED TO.HORIZ.TRACH �D
14 CA.CALV,STEEL ADJUSTABLE WITH TWO WELDS AT 1-1/2'APART Q o
2-1/2'X 4-1/4'X 13 GA.STEEL PLATES FIRST AT J"D.C., REST AT
SURE FASTENED TO BRACKET q.._J
W/5/16-18 R 3/4"HEX HEAD - - WELOEO TO 1-1/2"X 1-1/2"X 14 GA.ANGLE -- CONNECTED TO FLAG BRACKET ANGLE 0.
M.SCREWS&NUTS. _ FASTENED TO TRACK - -- - W/3/8-16 X 3/4'BOLT&NUT Q
WITH (4) 1/4-20 SS, BOLT&NUTS - -- HORIZ.TRACK LENGTH o OPENING HEIGHT PLUS-12" AND TO SPRING SHAFT GUIDE WITH Q ri
TOP BRACKET - (2) 1/4-20 X 5/8"BOLT&NUT a CSu
(STANDARD) TOP BRACKET TY.C+
((OPBONAL)
LOW HFADRMM DOOR
'l 14 CA CALV.STEEL TRACK 0
' HORIZONTAL REINFORCEMENT (y O�M
1/2"X 1-3/4'%.058'FORMED STEEL VERTICAL TRACK Q Q
GLUED TO PANEL AND FASTENED TO 2-1/8"X 1'X.080° Q qT n-
VERTICAL STILES WITH - ' _ SECTION A—A M7 3
(2)3/16"POP RIVErs 2-X 5-1/2-ALV.STEEL ` V F
FASTENED W/�4) 14 X 5/8"S.M.S. 2: -
TO LLER BRACKET FOR
LOW HEADROOM DOOR OPTION • SECTION HEIGHTS BRACKET PLACEMENTS J
0
HORIZONTAL REINFORCEMENT DOOR a� �
1/2'% 1-3/4'X.058"FORMED STEEL HEIGHT IST 2ND 3RD 4TH 5TH B7 02 B3 84 95 86 87 88 _
GLUED TO PANEL AND FASTENED TO, 6'-0" 1B"18' 18" 18"N/A 1"TO 2"11-3/4" 23" 34" 45" 56" 67" —�
VERTICAL STILES WITH '—\
_ (2)3/16"POP RIVETS 6'-6" 21" 18" 18"21" TO 2"11-3/d" 23" 34" 45" 56" 67"
5/16"MEETING RIB 7'-0" 21"21° 21"21"N/A 1"TO 2"11-3/4" 23" 34" 45" 56" 67"- -
_ 00
PLASTIC/STEEL ROLLERS 7'-6" 18"18" 18" 18" t8"1"TO 2'11-3/4_ 23" 34"_ 45" 56" 67" 78-1/4"
�. 1.82' DIA. X.50' �E ..—) 8'-0" 21" 18° 18" 18" 21"1"TO 2"11-3/4" 23" 34" 45" 56" 67" 78-1/4" O
�W/.44 DIA,X 4-1/4'STEM M 0 ._SECTIONS ARE NUMBERED STARTING AT THE BOTTOM n
®. x FOR DOORS MORE THAN 8 FT. HIGH, USE ADDITIONAL TRACK BRACKETS AT 10"O.C.
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OPTIONAL INSULATIONS: Q J
BY'DYPIAST PRODUCTS LLC'
EPS-EXPANDED POLYSTYRENE a o U o
DENSITY, 1.05 PCF o 1.9'X 2,19"X 3.3"X .090" / Z U1 e
N.OA#11-0926.07 STEEL TRACK BRACKETS
OR m 2-3/18"HIGH
ISO-25 POLY-ISOCYANURATE CONNECTED TO TRACK WITH Q. of
DENSITY= 2.0 PCF ) 1/4'BOLTS&NUTS. / i` O
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N.O.A.911-0926.06 m _ _I 0 N
OR
BY'CELLOFOAM NORTH AMERICA' / ED
DENSITY- 1.03 PCF
OR N.O.A.#10-1129.04
BY'INSIILFOAM LLC'
DENSITY-0.92 PCF
N.O.A.j14-0311.08 m
fl 11
14 CA CALV.STEEL g
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ROLLER
%(6)#I 14 X 5//8E SMS
MIN. .024"ROLL FORMED STEEL PANEL m - o f R d
DRAWING QUALITY G-40
MIN.YIELD STRENGTH. 39 KSI
'--"'-'--'—WITH PRIMER AND BAKED-ON i g
POLYSTER PAINTED TOP COAT TRACK CONFIGURATION
APPLIED_TO BOTH SIDES OF STEEL _
a
N O•-ry-
--- STANDARD LIFT. LOW HEADROOM. -
DOUBLE TRACK
12 GA.DAILY.STEEL
J BOTTOM BRACKET FASTENED AVAILABLE TRACK TIONS ry
W/(4)g 14 X 5/8-SMS
En9r,JAMA AHMAD o
gvlL PRODUCT RENEWED S
FLA.PE 70592 0 oo6*��ttyy vithdw FbTiO4 $ I
C.A.N. 38 sla ft ap L S
O' BOTTOM SEAL OPTIONS AOolpteoe No "0 O OI 31 a
SEE SHEET 5 20 y £
drawing no.
SECTION A-A R 02-21
SEE SHEET 2 FOR LOCATION _
OF REINFORCING TRUSSES sheet 3 of 5
24 GA.STEEL PANEL-
_
N
'I' N
�' ry
FLAPS BENT OVER PANEL-1 OF �
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®BOTTOM OF PANEL TRUSS FASTENED TO
VERTICAL INTERMEDIATE STILES W/TWO I L6 z
114 X 5/8"S.M.S.AND TO END STILE
W/FOUR(114 X 3/4"SELF DRILLING S.
i F
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k _ (( AT 4"O.C.
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1ST SECTION (BOTTOM) INTERMEDIATE SECTION TOP SECTION B—` O 3
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OPTIONAL STOP MOULDING
BY DOOR INSTALLER SOLID BRASS_DOOR VIEWER nl:-R IN
STEEL TRACK BRACKET FASTENED BY 'SCHIAGE SECURITY HARDWARE' N O 2 t.
TO WOOD JAMB WITH # 14 X 5/8"SMS 3/4•'X 2"X 2-1/2"X .049'STEEL
5/16"X 1-5/8"LAC SCREW 6 PER HINGE ENO STILE,CONNECT TO PANELS WITH INSTALLED IN 9/16" DIA. HOLES IN CENTER STILE
(FULLY THREADED) FLAPS ANO (5)OR(6) 3/16"ALUM RIVETS POSITIONED AT EYE LEVEL
HEX WASHER HEAD TYPE A 1/2"X 1-3/4"X,058"FORMED STEEL SEE DETAIL ABOVE
ONE PER BRACKET GLUED TO PANEL AND SECURED TO
END STILE WITH (4)3/16"POP RIVETS ANCHORS AT TRACK BRACKET: z N
SOUTHERN PINE - 1-7/8"X 2-5/8" K 049'STEEL EDGE -MM DIA. POWER
2
0.55 S. •,°• CENTER STILE,GLUED AND RIVETED DISTANCE A) 2' IN. EMBED INTO
O CONCC 'POWERS'
RETE(J000 PSI MIN.) o
'.l 2" MIN. EDGE DISTANCE �• •�
TO PANEL W/(4) 3/16"RIVETS 3/16" A
1- MIN. POP RIVETS ° . "-aj1-3/i6�-• 3/A'DIA, HLC SLEEVE BY'HILTI' u u u
DIST. I 4 14 %5/B"S.M.S.
4/HINGE I °,"`:. ,• �, B) 1-1/4"MIN. EMBED INTO CONCRETE OR FILLED BLOCK $ Q Pe g
2-1/4'MIN. EDGE DISTANCE INTO CONCRETE
I I 4" MIN. EDGE DISTANCE INTO FILLED BLOCK
-
CONCRETE 1'c a 3000 PSI MIN. r d
C-90 GROUT FILLED BLOCK I'm = 2000 PSI MIN. h a^6 a
1.9"% 2.19"% 3.3"X .090" I ANCHOR TYPE A OR B �+z
STEEL TRACK BRACKETS I I I I I (1) PER BRACKET _
SEE SHEET 3 FOR SPACING bEE SHEET 3 FOR BRACKET SPACING
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Engr.JAVAD AHMADAll
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CM PRODUCRRBNEWPD
FLA.PE 70592 moomo wuh FWus I
_ I 1/4-20 SS BOLT CAN, 36 Aom;K
7 G/ALV.STEEL l INTERIOR SIDE END ROLLER HINGE & NUT
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STEEL TRACK CENTER HINGE
14 GA.X 2-1/8'X I"(STANDARD)) 1.82" DIA.X .50"STEEL ROLLERS(STD.) RedM drawing n0.
12 GA. X 3-516"% 1-1/2" OP 0142 7/B"PUSHNU7 1.82"DIA."x.50"NYLON ROLLERS (OPTIONAL) �T
ASTENED TO TRACK PLATESSSS INSTALLED ON ROLLER SHAFT 2.75" DIA, X.50"STEEL HOLLERS (OPTIONAL)— 0Z-21
W/1/4-2D X 5/8"TRUSS H0. 2,75"DIA, % .50"NYLON ROLLERS (OPTIONAL) ��JJ
SLOTTED M.S.&LOCK NUT SECTION B-B WITH 5" STEM sheet 2Of 5
7-1/2"X 2-1/4'X 16.GA. - PUSH NUT TOP FIXTURE 5-1/2"X 2-3/4"X OX'
GALV, STEEL CENTER HINGE 'gyp- 1, STEEL PLATE WITH ONE 5/10-18 MS W/NUT OPTIONAL DOOR VIEWER
W/ (4) 014 X-5/8"SMS f
-FASTENED TO END STILE WITH TO BE INSTALLED AT �� a
° WITHOUT DELRON SLEEVE(STD.) O p 1i (6) 014 X 3/4"SELF DRILLING SCREWS ANY CENTER STILE N
p 7-1/2" X 3"X,071"GALV,,STEEL I SEE SHEET 3 FOR TOP BRACKET OPTIONS - Z
END ROLLER HINGE IIa Go I CENTER STILES Q 1�
W/(6) 014,X 5/8"SMS I SEE SCH. 'A' r w A 1�
WITHOUT DELRON SLEEVE (STO.) _ N
WITH.DELRON.SLEEVE(OPTIONAL) 1p - - ---'--"I .� C4
° 7-1/2"X 2-1/4^X .071" LOCK ,' -- I V•
GALV. STEEL CENTER HINGE O
°. W/(4)014 X$/8°SMS _2/DOOR
WITH DELRON SLEEVE(OPTJONA'C)
_'_ _
0 1 0 111 1„W X .15 THK. LATCN`. _ N_ _ V - --- r J 0(L<Q
CENTER HINGE STANDARD LOCK I m 9 r°
SPRING LOADED SLIDE BOLT 2" TH SIDE�Sl - - - I 0 o: O aD°
FASTENED W/(4) 014 X 1/2"S.M.S. 1 1 1 i og o
------5/8"MIN.LOCK ENGAGEMENT � 11 T: -_..___—._.,_. _-_. I —, —.__ __ .. _, —_- �_ _ j— � �o �o
CONFORMS TO SECTION 1008 REGARDING 1 - _ --- �J --•-- V _� -`- ------ L� - •-- �x H u�i J Zu,
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SELF DRILLING SCREWS
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DOOR 'U'BARS AT - —-_ _._ B (n 010
HEIGHT CONSMTS.OF EACH DOOR 7-7/8"X 3-1/8"X.010' OPTIONAL VENTS - �. - m
6'-6' 2 SECTIONS 18'2 SECTIONS 21" STEEL PLATE - (3) 5"WIDE AT 7"O.C. MAX. _OPTIONAL FLUS H FACE LL C)3 N
6'-9' I SECTION 18' 3 sEcnoNs 21` WITH.(4) 014 X 3/4"SDS OPNG.AREA NOT TO EXCEED 120 SO. IN. MAX. DOOR WIDTH WOOD GRAIN DESIGN L A O Z T
T d SECTIONS 21'- ._______- 16._2„ 1O ro
7=6" S SECTIONS 18°- CENTER STILE- -' DAB DOORS INC. CO
INSIDE EL ELL ION z7
77-9' 4 SECTIONS 18°1 SECTION 21' ' Hurricane Moster®Model 824/811 v o�-2
OUTSIDE RAISED PANEL EMBOSSED DOOR
B' 3 SECTIONS 18'2 SECTIONS 21° - Max.'MSIZB 16'-2"'X 16'-0" High
8'-3' 2 SECTIONS IB'3 SECTIONS 21' HANDLE END STILE _ _ With Window Lite Option O
8'-6' I SECTION 18' 4 SECTIONS 21' • 014 X J/4"SELF DRILLING SCREWS MAY BE USED
8'-9" 5 SECTIONS 21 - IN LIEU OF 014 X 5%f1"SMS -
9' 6 SECTIONS 18'- LocK BAR GUIDES �• - ---� DESIGN PRESSURE RATING ._, + 36.0 PSF
W-3' 5 SECTIONS 18°1 SECTION 211' INSTALLED ON END STILE i '-' - 44.0 PSF
9'-6' 4 SECTIONS 10'2 SECTIDNS 21 " WITH (4) 014 X 5/8"SMS THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT GENERAL 6
9'-9"- 3 SECTIONS 18'3 SECTIONS 21' O _- - _ - --- _-_ - _ - - - -- - - - - - - c H -
so
10' 2 SECTIONS 18'4 SECTIONS 21° 0 18T X .6W LOCK BAR - 1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE 0 0
10'-3' 1 SECTION 18" 5 SECTIONS 21' ENGAGES IN TRACK REQUIREMENTS OF THE FLORIDA BUILDING CODE(FBC)FIFTH EDITION(2014) 3
10'-6'6 SECTIONS 21'- 222SSS ON EACH SIDE OF DOOR INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ). u b
OUTSIDE KED LOCK CENTER STILES SCHEDULE'A'
10'-8'8 SECTIONS 18'1 SECTION 21' . 8, ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. w g $
11' S SECTIONS 19'Z SECTIONS 21' CENTER STILES CONRCURATION ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL _
-_---_ -` --IV-3' 4 SECTIONS--18'3-SFAT10N5 21' -_- - •-4_P-TION")i -- ____ -"- ---0OOR=WIDMS- d OF-CENTER-STILES - =- -=0RES51NG.OR-.STUCCO-:--%
P12'-3"
3 SECTIONS 1e°4 SECTIONS Zi' LOCK BAR LOCKING SHOWN ® ®® I� g'-0 TO 9-f0' 2 3. ALL BOLTS,NUTS AND WASHERS SHALL.BE ZINC PLATED CARBON STEEL. N a
2 SECTIONS te'S SECtIONS 21' ALTERNATE TO !to a-TO 11-10' 2 4, ANCHORING S R E ADDING CONDITIONS OTHER THAN THOSE SHOWN IN $c H d^o
_. —
1 SECTIONS 18'5 SECTIONS 21° - SPRING LOADED SLIDE BOLT. - 12'-0'.TO 13'-10" 3 - THESE D L ARE PART OF THIS APPROVAL, 'in d 8
7 SECTIONS 21'- LOCKS SHOWN ABOVE g'-0"_TO 9'-t0" 14'-0'10 t5'-1o' .-4=—,_ -5.._A.LOAD_OURATION_INCREASE.IS-USEO-IN_DESIGN OF_ANCHORS-INTO-WOOD ONLY.6-SECTIONS-18'2 SECTIONS-21'----- - --—- `—"- - - DOOR WIDTHS _.-- -- - ---15'=11"TO 10'=2'-_- 5 S SECTIONS 18'3 SECTIONS 21' DOOR TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF FLORIDABUILON4 SECTIONS 18°4 SECTIONS 21' 7���� )�� ASTM IECBe6D05/ASTM OE199B-901 k TAS-203 FOR HVHZ AND 3 SECTIONS 18'S SECTIONS 21° a® ® ®m �� � ®� ®� &gr.JAVAD AHMAD 2 SECTIONS 18'6 SECTIONS 21'13-9 1 SECTION 18° 7 SECTIONS 21' "Flh PEML 70592 PROOUCTRGI'EWW
14' 8 SECTIONS 21'- ��10'-0°TO 11'-10-0°TO 11'-10" 14'-0"TO 15'-10" CA.N. 38
14'-3° 6 SECTIONS 18'3 SECTIONS 21' DOOWIDTHS DOOR WIDTHS '^"'x`^^" •• �'
R
14'-6'S SECTIONS 18'4 SECTIONS 21' /1c6epi�lm tion .0/ � +J
14'-9" 4 SECTIONS 16 5 SECTIONS 21" b t
USI MUM]�0, tit-= � ISO �IOW.�1 �USI -;a.
15' 3 SECTIONS te'6 SECTIONS 21' BY drawing DO.
15-3° 2 SECTIONS 18'7 SECTIONS 21• �2M vroawa4rol 02-21
1V-6' 1 SECTION 18' 8 SECTIONS 21'
15'-9":9 SECTIONS 21'- 12'-0"TO 13'-10" ��15'-11"TO 16'-2-11'TO 16'-2" -•
16' 8 SECTIONS 16'4 SECTIONS 21" DOOR WIDTHS DOOR WIDTHS sheet 1 of 5
DAB Door Company,Inc.
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.
"Subndited under NOA#09-0128.02"
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources(RER)
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 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 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 11/10/2011 and expiring on
01/11/2017.
5. Notice of Acceptance No. 10-1129.04,issued to CeIlofoam North America Inc,for their
Expanded Polystyrene Block Insulation,approved on 02/24/2011 and expiring on 02/24/2016.
"Submitted under NOA#05-0228.02"
6. Test Report on Accelerated Weathering Using Xenon Are 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 Extrusion Material",prepared by
Hurricane Engineering&Testing Inc.,Report No.HETI 04-T251,dated 11/29/2004 signed
and sealed by I. Ghia,P.E.
I
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 5"edition(2014)FBC and no financial interest
issued by Al-Farooq Corporation,dated 05/13/2014,signed and sealed by Javad Ahmad,P.E.
Carlos M.Utrera,P.E.
Product Control Examiner
NOA No.15-0304.01
Expiration Date:July 21,2020
Approval Date:April 23,2015
E-2