HomeMy WebLinkAboutNOA - STEELSECTIONAL GARAGE DOORV .
SCANN&
BY
St Lucie County,
MIAMt•DADE
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
DAB Door Company, Inc.
12195 NW 9811 Avenue
Hialeah Gardens, FL 33018
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
Miami, Florida 33175-2474
T (786) 315-2590 F (786) 315-2599
www.mia m idade.gov/economy
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 shalt 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. RER reserves the right to revoke this acceptance, if it is determined
by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the
applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code,
including the High Velocity Hurricane Zone.
DESCRIPTION: Hurricane Mater Model 824/811 Steel Sectional Garage Door up to 16'-2" w/
Window Lite Option (DP +48.0, -52.0 PSF)
APPROVAL DOCUMENT: Drawing No. 98-05, titled "24 GA. Roll Formed Steel Sectional Garage
Door", dated 02/23/1998, with last revision L dated 03/05/2015, sheets 1 through 6 of 6, prepared by Al-
Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product
Control renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County
Product Control Section.
MISSILE IMPACT RATING: 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 of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done
in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This NOA renews NOA # 14-0814.08 and consists of this page 1 and evidence pages E-1 and E-2, as well as
approval document mentioned above.
The submitted documentation was reviewed by Carlos M. Utrera, P.E.
NOA No. 15-0302.01
Expiration Date: July 21, 2020
A provai Date: April 23, 2015
f
d4 )1611� File Co .�Y Page 1
(
DAB Door Company, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. 98-05, titled "24 GA. Roll Formed Steel Sectional Garage Door", dated
02/23/1998, with last revision L dated 03/05/2015, sheets 1 through 6 of 6, prepared by Al-
Farooq Corporation, signed and sealed by Javad Ahmad, P.E.
B. TESTS "Submitted under NOA # 11-0414.13"
1. Test Report on Uniform Static Air Pressure Test, Loading and Forced Entry Test per FBC,
TAS 202-94, of "DAB 824 Sectional Residential Garage Door" prepared by Hurricane
Engineering & Testing Inc., Report No. HETI-07-4267, dated 06/29/2007, signed and sealed
by Candido F. Font, P.E.
2. Test Report on Large Missile Impact Test per FBC, TAS 201-94 and Cyclic Wind Pressure
Test per FBC, TAS 203-94, of "DAB 824 Sectional Residential Garage Door", prepared by
Hurricane Engineering & Testing Inc., Report No. HETI-11-3206, dated 02/10/2011, signed
and sealed by Candido F. Font, P.E.
3. Test Report on Tensile Test per ASTM E8-08 of "Sectional Residential Door (skin)",
prepared by Hurricane Engineering & Testing Inc, Report No. HETI-11-T101, dated
01/29/2011, signed and sealed by Candido F. Font, P.E.
"Submitted under NOA # 05-0217.02"
4. Test Report on Large Missile Impact Test and Cyclic Wind Pressure Test, of "Sectional
Residential Door with Windows" prepared by Hurricane Engineering & Testing Inc., Test
Report No. HETI 03-1328, dated 07/15/2003, signed and seated by Rafael E. Droz-Seda, PE.
S. Test Report on Uniform Static Air Pressure Test, of "Sectional Residential Door"' prepared by
Hurricane Engineering & Testing Inc., Test Report No. HETI 03-1329, dated 07/15/2003
signed and sealed by Rafael E. Droz-Seda, P.E.
6. Test Report on Tensile Test per ASTM E-8 of "Sectional Residential Door (skin)" prepared
by Hurricane Engineering & Testing Inc, Test Report No. HETI 03-T078, dated 10/31/2003,
signed and sealed by Rafael E. Droz-Seda, P.E.
"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 # 14-0814.08"
1. Anchor verification calculations prepared by Al-Farooq Corporation, dated
09/22/2014 and 07/24/2014, signed and sealed by Javad Ahmad, P.E.
Carlos M. Utrera, P.E.
Product Control Examiner
NOA No. 15-0302.01
Expiration Date: July 21, 2020
Approval Date: April 23, 2015
E-1
DAB Door Company, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS (Cont.) "Submitted tinder NOA # 09-0128.01"
1. Anchor verification calculations prepared by Al-Farooq Corporation, complying with F.B.0
2007, dated 04/05/2011, signed and sealed by Javad Ahmad, P.E.
"Submitted tinder NOA # 09-0128.01 "
2. Anchor verification calculations prepared by Al-Farooq Corporation, complying with F.B.0
2007, dated 12/18/2008, signed and sealed by Humayoun Farooq, P.E.
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER)
E. 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 01/1112017.
4. Notice of Acceptance No. 11-0926.06, issued to Dyplast Products, LLC, for their
DypIast 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 Cellofoam 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.
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 tinder NOA # 14-0814.08"
1. Statement letter of code conformance to the 5ah edition (2014) FBC and no financial interest
issued by Al-Farooq Corporation, dated 05/13/2014, signed and sealed by Javad Ahmad, P.E.
04 !4f 2015
Carlos M. Utrera, P.E.
Product Control Examiner
NOA No. 15-0302.01
Expiration Date: July 21, 2020
Approval Date: April 23, 2015
E -2
7-1/2" X 2-1/4" X 18 GA.
TOP FIXTURE 5-1/2' X 2-3/4" X 0.1'
-
GALV. STEEL CENTER HINGE - ---'
PUSH NUT
STEEL PLATE WITH ONE 5/16-18 MS W/ NUT
OPTIONAL ODOR VIEWER
W/ (4) #14 X 5/8- SMS
WITHOUT DELRON SLEEVE (STD.)
`\\\
--FASTENED
TO ENO STILE WITH
16) #14 X 3/4- SELF DRILLING SCREWS
TO BE INSTALLED AT—
ANY CENTER STILE
7-1/2" X 3" X 071" GALV. STEEL �'
j��
11
SEE. SHEET 4 FOR TOP BRACKET OPTIONS
END ROLLER HINGE t
W/ (6) 914 X 5/8" SMS I
1
CENTER STILES
V WITHOUT DELRON SLLLVE (SID.) 00
WITH DELRON SLEEVE (OPTIONAL)
o \
7-1/2" X 2-1/4- X 071" ', 0
GALV. STEEL CENTER HINGE \
o W/ (4) 614 X 5/8' SMS LOCK
-p WITH DELRON SLEEVE (OPTIONAL) �2/ DOOR
CENTER HINGE o 1;— I" IN X .15 IRK. LATCH. `
1 STANDARD LOCK r
1\ SPRING LOADED SLIDE BOLT (BOTH SIDES),
FASTENED W/ (4) 914 X 1/2" S.M.S. \ B
5/8' MIN. LOCK ENGAGEMENT
CONFORMS TO SECTION 1008 REGARDING
GARAGE DOORS
.158 CIA. GALV. AIRCRAFT TYPE
CAHLE & NICO-PRESS SLEEVE
W/ MIN. 5 TO 1 SAFETY FACTOR
7"X3'X0.1"
STEEL PLATE
WITH (4) #14 X 3/4"
SELF DRILLING SCREWS
BRACKET
STD. LIFT DOOR
TOTAL H OF
DOOR
'U' BARS AT
HEIGHT CONSISTS OF
EACH OOOA
6'-6_,2 SECTIONS 18'
2 SECTIONS 21'
6'-9' ITT SECTION 18"
3 SECTIONS 21'
3
7' 14 SECTIONS 21"
--
_
-7'-6'
5 SECTIONS Ta•
-
C'•-9'
4 SECTIONS TO-
1 SECTION_ 21"
3 SECTIONS 18"
2 SECTIONS 21'
8'-3'
2 SECTIONS 18"
3 SECTIONS 21'
I SECTION 10
4 SECTIONS 21"
_8'-6"
8'-9'
5 SECTIONS 21'
-
-
9'
6_SECIIONS IB'
9'-3'
5 SECTIONS 18'
1 SECTION 21'
4
9'-6'
4 SECTIONS 18'
2 SECTIONS 21"
9'-9"
3 SECTIONS 18'
3 SECTIONS 21'
10'
2 SECTIONS 18'
4 SECTIONS 21"
10'_3"
1 SECTION 18"
5 SECTIONS 21"
10'-6'
6 SECTIONS 21-
-
10'-9"
6 SECTIONS IB'
1 SECTION 21'
11
5 SECTIONS 18"
2 SECTIONS 21'
_
I V-3'
4 SECTIONS 18"
3 SECTIONS 21'
1V-6"
3 SECTIONS 18"
4 SECTIONS 21'
2 SECTIONS 18"
5 SECTIONS 21'
5
_11'-9'
12'
1 SECTIONS 18'
6 SECTIONS 21'
1X-3'
7 SECTIONS 21"
-
122-_
6 SECTIONS 18"
2 SECTIONS 21"
12'-9"
5 SECTIONS IS-
7 SECTIONS 21'
13'
4 SECTIONS 111'
4 SECTIONS 21'
IS-3"
3 SECTIONS 18'
5 SECTIONS 71'
13'-6'
2 SECTIONS 10'
6 SECTIONS 21"
IS-9"
1 SFCTION 18'
7 SECTIONS 21'
_
14'
8 SECTIONS 21"
-
14'-3"
8 SECTIONS 18"
3 SECTIONS 21"
14'--6"
S SECTIONS 0
4 SECTIONS 21"
14'-9'
4_SECTIONS 18'
5 SECTIONS 21'
6
15'
3 SECTIONS 18"
6 SECTIONS 21-
15'-3'
2 SECTIONS 18"
7 SECTIONS 21"
IB
SECTION '
8 SECTIONS 2I'
SECTIONS 71'
-
16'
5 SECTIONS 18'
_
4 SECTIONS 21'
BRACKET
LOW HEADROOM
DOOR OPTION
7-7/8" X 3-1/8" X .010"
STEEL PLATE
WITH (4) #14 X 3/4" SOS
SEE SCH.'A' ��
r
�--
—
-
-
8
W � I
-
O
1"E.-
. N
LL_
J
�
V
1131JEJ
OPTIONAL VENTS
' (3) 5" WIDE AT 7' O.C. MAX. OPTIONAL FLUSH FACE
OPNG. AREA NOT TO EXCEED 120 SO. IN. MAX. DOOR WIDTH WOOD GRAIN DESIGN
L _- q
CENTER STILE
OUTSIDE
END STILE
HANDLE
LOCK BAR GUIDES
INSTALLED ON END S11LL
o
WITH (4) 014 X 5/8" SMS
Q
.18T X .6W LOCK BAR
ENGAGES IN TRACK
OUTSIDE KEYED LOCK
ON EACH SIDE OF D0� CENTER STILES
'
LOCK BAR LOCKING SHOWN
AL.TF.RRATE. TO
SPRING LOADED SLIDE BOLT
I 8'_0"
TO 9'-10'
LOCKS SHOWN ABOVE
DOOR WIOT115
L. 10'-0" TO ll'-10" J
DOOR WIDTHS
6"-2
INSIDE ELEVATION
RAISED PANEL EMBOSSED DOOR
014 X 3/4- SELF DRILLING SCREWS MAY BE USED
IN LIEU OF #14 X 5/8" SMS
THIS PkODUCT IS RAZED FOR LARGE MISSILE IMPACT
SCHEDULE 'A'
CENTER STILES CONFIGURATION
DOOR WIDTHS
A OF CENTER STILES
8'-O' TO 9'-10"
2
to'-O" TO 11'-10'
2
12'-0' TO IS-10'
3
14'-0" TO 15'-10'
4
15'-11" TO 16'-2'
5 --
'L�JI
14'-0" TO 15'-10"
DOOR WIDTHS
r
ORS INC.
MosterW Model 824/811
e 1B'-2" X 16'-0" High
dow Lite Option
DESIGN PRESSURE RATING = + 48.0 PSF
- 52.0 PSF
GENERAL NOTES
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE FLORIDA BUILDING CODE. (FBC) FIFTH EDITION (2014)
INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ).
ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS.
ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL
DRESSING OR STUCCO.
ALL BOLTS, NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL.
ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN
THESE DETAILS ARE NOT PART OF THIS APPROVAL.
A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.
DOOR TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF FLORIDA
BUILDING CODE, TAS-•202, TAS-201 & TAS-203 FOR HVHZ AND
ASTM E1886-OS/ASTIR E1995-09.
--_-12'-0"
no � 0
REFER TO SHEET 2 TO IN-10 1
15'-11" TO 16'-2"
_--_ ._
DOOR WIDTHS
FOR U-BAR PLACEMENT DOOR WIDTHS
CIVIL
PRODUCT RENEW®
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98-05
SCENON 4 —__'�
SCE101 J
. SCEIION 2
SCEIION 1--II_--
4 SECTION DOOR
HEIGHT RANGE 6'-6' TO 7'-0'
(3) U-BARS
CETION 5
SCLTION 4
SCETION 3
i
SCETION 2 I
SCETION I
I�
II
r
5 SECTION DOOR
HEIGHT RANGE 7'-6' TO 8'-0'
(3) U-BARS
SCETION 8
SCLTIGN 5
----
SCE71ON-4--
{p{
II SCETION 3 -
I
I
ISCETION 1
d
6 SECTION DOOR
IIEIGIR RANGE 9'-0' TO ,0'-3'
(4) U-BARS
SCETION 7-I—
---
-
-
_ -
--
SCETION 6
1
SCETION 5
I
I
SCETION 4
SCETION 3
—
I SCETION 2-
SCETION I
-s—�—
(I
lJ
7 SECTION DOOR
HEIGHT RANGE 10'-9' TO 12'-J'
(5) U-OAPs
5 SECTION DOOR
HEIGHT RANGE 6'-3' TO-6'-9'
(4) U-BARS
6 SECTION DOOR
HEIGHT RANGL 10'-6'
(5) U-OARS
SCETION B
�I
SC-.N IT
SCUION 7
- -
-� - —
I I
I
� I
I
SCETION 7
t SCETION 6
SCETION 5
9CF.7ION 4
SCETION J
EIT
II I
II
II II
IISCETION 6
- --
—
I—
--
-
SCENON 5 II
I
It� SCE710N 4
SCETION 3 1I
F
T
I
I
SCETION 2
SCETIGN 2
I
II
I—lI
I
N-
IlSGLTIG--
8 SECTION DOOR
HFICin RANGE 17'-6' TO
(5) U-OARS
SCETION 9
SCETICN 6
ISCCTION 7
SCETION 6
SCETION 5
SCETION 4
SCETION 3
I
I
I
a
ISCEOON 7
ISCETION 1-
�
I
I
II
I�'
9 SECTION DOORDOOR
HEI6M RANGE 14'-3' TO IS'-9'
(6) U-UMS
SCETION 10
ISCEl10N9
ISCETION 6
SCEOON 7
-
—
SCETION 6
SCEMON 5
,1
,
SCETION 4
SCERON 3
I
I
SCETION 2
SCFTION I
I —
--I
- --
—
10 SECTION DOOR
HEIGHT RANGE 16'-0'
(6) U-MS
H SECTION UUUH
HEIGHT RANGE I3'-6' TO 14'-U'
(6) U-BARS
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16 GA. X 2-1/4' X 3/4' X 2" 16 CA X 2-1/4" X 3/4' X 2"
�r-- GALV. STEEL U.BAR REINFORCING TRUSS GALV. STEEL U.BAR REINFORCING TRUSS
O BOTTOM OF PANEL TRUSS FASTENED TO
VERTICAL INTERMEDIATE STILES W/ TWO TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES
o14 X S/8•' S.M.S. AND TO END STILE W/ TWO # 14 X 5/8
" S.M.S. AND TO END STILE
W/ FOUR Y14 X 3/4" SELF DRILLING S. W/ FOUR a 14 X 3/4" SELF DRILIING SCR.
1/2" X 1-3/4" X I6 GA
OPEN TUBE
- - " TOP k BOTTOM)
OF EACH PANEL �y
3
1ST SECTION (BOTTOM) INTERMEDIATE SECTIONS
REINFORCING REINFORCING
STEEL TRACK BRACKET FASTENED
TO WOOD JAMS WITH
5/16" X 1-5/8" LAC SCREW
(FULLY THREADED)
HEX WASHER HEAD TYPE A
SOUTHERN PINE
0.55 S.C.
2" MIN.
/I ED T.
II E
I1-3/16";
1.9' % 2.19" X 3.3" X .090'
STEEL TRACK BRACKETS
SEE SHEET 3 FOR SPACING
STEEL TRACK
14 GA. X 2-1/8' X 1' (STANDARD)
12 GA X 3-5/16" X 1-1/2' (UPTIONAL)
FASTENED TO TRACK PLATES
W/ 1/4-20 X 5/8" TRUSS IID.
SLOTTED M.S. k LOCK NUT
OPTIONAL STOP MOULDING
BY DOOR INSTALLER
USE REINFORCING 'U' BAR AT
TOP SECTION ONLY AT
FOUR SECTION DOORS
24 GA. STEEL PANEL.
Z F n
C
FLAPS BENT OVER PANEL-\
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Ow
1/2" PUNCHED 4fI00LEC
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16 CA. X 2-1/4" X 3/4" X 2"
CALV. STEEL U.BAR REINFORCING TRUSS
TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES
W/ TWO N 14 X 5/8" S.M.S. AND TO END STILE
W/ FOUR d 14 X 3/4" SELS DRILLING SCR.
Mow2coulo .I
014 X 5/8- SMS
6 PER HINGE
1/2' X 1-3/4" X .05B" FORMED STEEL
GLUED TO PANEL AND SECURED TO
END STILE WITH (4) 3/16" POP RIVETS
1-7/8" X 2-5/8- X .049" STEEL
�,CENIEFI STILE, CLUED AND RIVETED
TO PANEL W/ (4) 3/16- RIVETS POP RIVETS-(((//T�����\
14 X 5/fl' S.M.S.
4 / \
4/ HINGE
r/
ll ll
7-1/2" X .050" I INTERIOR SIDE
CALV. STEEL _
CENTER HINGE
7/8' PUSHNUT
INSTALLED ON ROLLER SHAFT
SECTION B-B
L�J��=IEII
3/4" X 2" X 2-1/2" X .049- STEEL
END STILE, CONNECT TO PANELS WITH
FLAPS AND (5) OR (6) 3/16" ALUM RIVETS
SEE DETAIL ABOVE
EDGE
DISTANCE
1
L \. I• I �
I
t
l
3/16- POP RIVETS �•
AT 4" O.C. l
(6) FOR 21" STILES
(5) FOR 18" STILES
)-END STILE
.024' STL. PANEL
OUTSIDE OF DOOR
SOLID BRASS DOOR VIEWER
BY 'SCHLACE SECURITY HARDWARE'
INSTALLED IN 9/16" DIA. HOLES IN CENTER STILE
POSITIONED AT EYE LEVEL.
3/8' POWER -BOLT BY 'POWERS'
2' MIN. EMBED INTO CONC.
2" MIN. EDGE DIST.
ONE PER BRACKET
SEE SHEET 3 FOR BRACKET SPACING
11 \, 1/4-20 SS BOLT
7-1/2' X .071- \ k NUT
END ROLLER HINGE
1'82" DIA. X .50" STEEL ROLLERS (STD.)
1.82" DIA. X .50" NYLON ROLLERS (OPTIONAL)
—
2.75" DIA. X .50' STEEL ROLLERS (OPTIONAL)
2.75" DIA. X .50" NYLON ROLLERS (OPTIONAL)
WITH 5" STEM
%HuAD
PRODUCITRE
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POP RIVETS
5/16" X 1-5/8" TAG SCREWS INTO WOOD OR
2-3/4" X 5-1/2" X 3" X .104'
5/16" SLEEVE ANCHORS
/GALV.STEEL
ROLLER BRACKET ON EACH SIDE
FASTENED W/ (6) H 14 X 5/8- S.M.S. -
-
WITH I-1/4" EMDED INTO MASONTEf
3 PER BRACKET
090 THK. GALV. STEEL ADJUSTABLE.
2-1/2" X 4-1/4` X 13 GA. STEEL PIATES
SLIDE. FASTENED TO BRACKFT -
W/ 5/16-111 X 3/4` HEX HEAD
O M. SCREWS & NUTS.
-
4
\
WELDED TO 1-1/2" X 1-1/2" X 14 GA. ANGLE
FASTENED TO TRACK
WITH (4) 1/4-20 SS. BOLT & NUTS
SECTION 6—
SEE SHEET 2 FOR LOCATION
OF REINFORCING TRUSSES
TOP BRACKET
(STANDARD) TOP BRACKET
(OPTIONAL)
IOW HEADROOM DOOR
HORIZONTAL REINFORCEMENT
1/2" X 1-3/4` X .058` FORMED STEEL
GLUED TO PANEL AND FASTENED TO
VERTICAL STILES WITH 2" X 5-1/2" X .104"
(2) 3/I6" POP RIVETS GALV. STEEL
FASTENED W/ (4) N 14 X 5/8" S.M.S.
TOP ROLLER BRACKET FOR
LOW HEADROOM DOOR OPTION
IORIZONTAL REINFORCEMENT
1/2" X 1-3/4" X .058" FORMED STEEL
'LUED TO PANEL AND FASTENED TO
VERTICAL STILES WITH
:2) 3/16" POP RIVETS
/I6" MEETING RIB
.82" DIA. X .50" STEEL ROLLERS
V/ .44 DIA. X 5" STEM
1-1/2" X 1/2" X 1/8" HORIZ. ANGLE
HORIZ. TRACK SUPPORT,
FOR DOOR HEIGHTS 7 FT.
CENTER SUPPORT REDD. ON DOORS
WI
WITHOUT OR WINDOWS,
EXREEDING 8 FT. IN HEIGHT �
2- X 1/0-TION
2" % 2' % 1/8' HORIZ. ANGLE
FOR DOOR HEIGHTS ABOVE 7 FT. OR
DOROS WITH INSULATION OR WINDOWS
}
SPOT WLLUED 10 HORIZ. TRACK
�I A J
WITH TWO WELDS AT 1-1/2- APART
FIRST AT 3° O.C., REST AT 9" O.C.
CONNECTED TO FLAG BRACKET ANGLE
. TRACK LENGTH = OPENING HEIGHT PLUS 12
W/ 3/8-16 X 3/4" BOLT & NUT
AND TO SPRING SIiAFf GUIDE WITH
(2) 1/4-20 X 5/8" BOLT & NUT
14 GA. GALV. STEEL TRACK
T
VERTICAL TRACK i
2-1/8- X V X .080'
SECTION A -A
DOOR
• SECTION HEIGHTS
BRACKET PLACEMENTS
HEIGHT
15f
2ND
3RU
4TH
5T11
81
B2 I
D3 I
84
B5 Be
Ell
DB
6'-0°
6'-6"
�18"
21`
18
18"
18
18`
1B"
21"
N/A
1` TO 2"
11-3/4"
23"
34"
45" 56"
67"
_ -
N/A
1" TO 2"
11-3/4"
23'
34"
45"--I 58—
67"
7'-0"
21"
71'
21"
21'
N/A
1" 10
11-3/4'
23"
34"
45" 56"
67--
7'-6`
1B`
18"
18"
18"
IB"
_2"
1" IU 2"
11-3/4"
23`
_3_4"
45" _ 56"
67"--
8- 1/4"'
8'-0"
21
18'
18"
18
21"
1" TO 2"
11-3/4'
23"
34'
45" 56"
67"
78-1/4'
—SECTIONS AKE NUMbLKLU 51AKUNG AT In[ —1—
FOR DOORS MORE THAN 8 FT. HIGH, USE ADDITIONAL TRACK BRACKETS AT TO. O.C.
OPTIONAL INSULATIONS:
DyL'LAST PRODUCTS LLC' w
oao
EPS-EXPANDED POLYSTYRENE o
m
_;
1.9` X 2.19' X 3.3' X .090"
DENSITY - 1.05 PCF
STEEL TRACK BRACKETS
N.O.A, gli-0926.07
n
2-3/16" HIGH /
/
OR
ISO-25 POLY
m
R'�
CONNECTED TO TRACK WITH
1) 1/4" DOLTS & NUTS. j
—
DENSITY - 2.0 PCF
N.O.A. 01 1--0926.06OR
BY 'CFI IOFOAM NORULAMERiCA'
PCF
1
--
DENSITY a 1.03
N.O.A. d1U-1129.04
(_I
OR
JC
DENSITY = 0.92 PCF
FO�.08
pLLTI,T�IIII /
- _
I /
f /
N.A, �14-0311.08
N.O.A.#1
14 CA. GALV. STEEL
nm
11
_
ROT.LER HINGES FASTENED
m
W/ (6) Y 14 X 5/8" SMS
-
m
MIN..024" ROLL FORMED STEEL PANEL
DRAWING OUALDY G-40
—
MIN. YIELD STRENGTH •- 39 KSI
WITH PRIMER AND RAXED-ON
TRACK
CONFIGURATION
POLYSTER PAINTED TOP COAT
APPLIED TO BOTH SIDES OF STEEL
GALV. STEEL
M BRACKET FASTENED VERTICAL LIFT HIGH LIFT STANDARD LIFT LOW HEADROOM
y 14 X 5/8` SMS DOUBLE TRACK
BOTTOM SEAL OPTIONS
SEE SHEET 5
AVAILABLE TRACK OPTIONS
Engr: JAVAD AHMAO
PRODUCT RENEWED
. PE g 70592jFLk.
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BAwVlNo015
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98-05
,1-1/2" MIN.
-'
\ �,
2DY
WOOD � 9K i
i
�\
1/4" DIA. IAG SCREWS
AT 6" FROM ENDS
AND 11' O.C. MAX.
2BY
waaD
I GUUL ye x 1^
SELF DRILLING SCREWS
OR
1DIST.
m 3/16' 'RNEx' STEEL RNETS
MULTI GRIP W/ DOME HEAD
AT 48" O.C.
REINFORCEMENT
—
1/2- X 1-3/4' X .058"�
OI/4'
FORMED STEEL
DIA. LAC SCREWS
AT 6" FROM ENDS
-� AND I I" O.C. MAX.
Y!'SIRIP ADAPTER
OPTION 'A' \�=� OPTION 'B'
WQOD BUCK CONNECTION TO WOOD SUBSTRATE (WOOD SPECIFIC GRAVITY SG-0.55 MIN.)
THE INSTALLATION METHODS SHOWN ABOVE SIIOWS 2X6 SYP WOOD BUCK ATTACHMENT
TO WOOD STRUCTURES. IF THESE METHODS ARE FOLLOWED NO ADDITIONAL CALCULATIONS/DESIGN
WILT. BE REQUIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE.
FOR DOOR REPLACEMENT APPLICATIONS WITH NO ENGINEER OF RECORD, INSTALLATION MAY BE
VERIFIED AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION.
5/16" X 1-5/8-
LAG SCREWS'�7
AT 11" O.C. /
WOOD BUCK CONNECTION TO MASONRY 1"
PRESSURE TREATED 2X6 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO
GROUTED REINFORCED MASONRY BLOCK WALL OR CONC. COLUMN WITH
I/4' ULTRACON BY 'ELCO' WITH SPACING OF
12 O.C. INTO GROUT FILLED BLOCK WALL, WITH 2-1/4" MIN. EMBED I
9" O.C. INTO 3000 PSI CONCRETE, WITH1-3/4" MIN. EMBED 1-1/2"
2-1/2" MIN. EDGE DISTANCE
1/4' TAPPER BY 'POWERS' WITH SPACING OF
8" O.C. INTO GROUT FILLED BLOCK WALL, WITH 1-1/2" MIN. EMBED 1/16' X 2-1/2
9' O.C. INTO 3000 PSI CONCRETE, WITH 1-3/4' MIN. EMBIO FILLET WELDS
3" MIN. EDGE DISTANCE AT 12' O.C. MAX.
3/8' CONFLEX BY 'ELCO' OR
3/8" LOT BY 'ITW' WITH SPACING OF CONTINUOUS ANGLE TRACK
21" O.C. INTO 3000 PSI CONCRETE, WITH 2-1/2" MIN. EMBED TO WOOD BUCK
3' MIN. EDGE DISTANCE
3/8" HLC SL.EEVF BY 'HILTI' WITH SPACING OF
B" O.C. INTO GROUT FILLED BLOCK WALL, WITH 1-1/4" MIN. EMBED, 4- MIN. EDGE DIST.
11" O.C. INTO 3000 PSI CONCRETE, WITH 1-1/4" MIN. LMBED AND
2-1/2' MIN. EDGE DISTANCE
PREPARATION OF JAMBS BY OTHERS
FOR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TO VERIFY
ADEQUACY OF SUPPORTING STRUCTURE TO SUPPORT (DADS IMPOSED
BY DOOR SYSTEM.
FOR DOOR REPLACEMENT IN RETROFIT BUILDINGS Willi NO ENGINEER OF
RECORD, DOOR INSTALLATION MAY BE REVIEWED AND APPROVED BY
BUILDING OFFICIAL UPON INSPECTION.
MA%IMUM EXTERIOR(4) LOAD PER JAMB (16.I' X 4B PSF)/2 388 Lhs per Ft.
MAXIMUM INTERIOR(-) LOAD PER JAMB (16.17' X 70 PSF)/2 420.4 Lhs per FL.
REINFORCEMENT
1/2' X 1-3/4" X .058"
FORMED STEEL
#B X 1'
SELF DRILLING SCREWSOR
r'\(
V IIII
M� 110
_
Q
II
Z n
'RIVFX' STEEL RIV
FF
43/16-
MULTIGRIP W/ DOME IIEAD
nT 48' O.C.
a
P
0
� a.
_
0 k
I
GG v
V 'o C9
ALUMINUM -� j W'STRIP ADAPTER C R w M g
STEEL IS a
RUBBER W'STRIPPINC W'C W rx
RUBBER STRIPPING Q;P O
QU,
Lu
Uw�)
.050-
l— .SJa
.224 I� —348
1.7501.790 _fa�
L
BOTTOM SEAL OPTIONS
c�
STEEL STRUCTURE BY OTHERS
MUST SUPPORT THE LOADS IMPOSED
BY DOOR SYSTEM
\ � WITH DIA. BOLTS
WITH WASHER k NUT
AT 12' O.C. MAX.
m
n
U
Ld M
_i
J
�
ANCHOR SPACING
ANCHORS STRUCTURE FMRED SPACING E_OGE DIST.
3 8 HLC SLEEVE BY 'IIILTI
CONC. 1-1 _4'
3/8" CONFLECONFLEX BY ELCELCO'
FILLED BLOCK_ 2"
3 i DYNABOLT BY 'ITW'
_E_H(
�B POWEH=_BOLT BYBY 'POWERS'
CONC. 1-1 2
_
CONO. 2"
B'
2"
3 8" SLEEVE -ALL BY SI050NS1
CONC. 1-1/2-
8'
3"
U S _ a
Z 1- In n
coW
Q'
O Z Ua' .
n� n
CONCRETE 1'c 3000 P51 MIN.
C90 GROUT FILLED BLOCK I'm 2000 PSI MIN.
N
EDGE DIST. %
In
1-1/2" I —CONY. STEEL ANGLE --- 11-1/2" p is
�I 12 GA, GALV. STEEL `Y
FLAT BRACKETS t3" LONG 2-1/8" X I' X 14 GA
AT 12" O.C. IN DOOR OPNG. CALV. STEEL TRACK 01 z
AT 18" O.C. ABOVE DOOR OPNC. FASTENED TO TRACK PLATES
CONNECTED TO CONT. ANGLE W/ (2 1/4-2OX5/8" TRUSS IID. q
W/ (3) SPOT WELDS AT EACH SIDE SLOTTED M.S. h LOCK NUT
REVERSE -TRACK CONTINUOUS ANGLE TRACK c u I
I0- IEEE I000PICRETE AND FILLED DLOCK m o
C =
ALTERNATE TRACK INSTALLATION c—
Engr: JAVAD AHMAD
I
c
CPAL
PRODUCT RENEW10
FLA. PE 70592
C.A.N. 38
r pplp� P'11111110 Flari"
wmigC.&
o
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e
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drowing no.
1 98-05
DOOR PANEL
24 GA. (.024) STEEL MIN.
7/16" DIA. WASHER
;IsCI?L II�#8 X 3/4' SMS
1 J 0 3/8" FROM ENDS
1 I"
AND 7" O.C. MAX.
I IIII 1 1 \ (4).#13 X 3/4" SMS
I ,III II 0 1-3/8- EROM ENDS
IIII I ANO 6-1/2O.C. MAX.
I I I I I
.II
I
IIII �.175 X .062 DEEP
GROOVE
I I
IIII
III,
IIII
1/4- POLYCARBONATE LEXAN
I I BY 'SABIC INNOVATIVE PLASTICS'
II11 �� I NOA #13-0717.01
IIII /
(Y
nc9 Q
—
0 W 1 I
IIII
I, 1,
IIII
1111
I I
'III
'III
•III
IIII
IIII 1%5 X .062 DEEP
III, !GROOVE
(4) #8 X 3/4" SMS
1 III I 0 1-3/8" THOM ENDS
i I /-AN D 6-1/2" O.C. MAX.
! i 1
\-#8_X 3/4" SMS
0 3/8- FROM ENDS
AND 7' O.C. MAX.
7/16" DIA. WASHER
DOOR PANEL
24 GA. (.024) STEEL MIN.
* PLASTIC COMPLIES WITH
CHAPTER 26 OF FBC
SEE EVIDENCE PAGE
.500
0
m
z hm w
o�N
1.765 1.725
a
0 a� oos
1.144
L I 1— ob
a
II 0 o'm
.176 Fes---.800— C R Q p �8
* EXTERIOR FRAME * INTERIOR FRAME 0 0 0 3
RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTION Q In 6
LLZId -o
N
f
j
..I ZZO TryO Q i
OD
WM
JJjA��AIrrI I� {j�JIII m W
3 LD m
(U')�f � 1-
INSIDE ELEVATION
RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS
C WINDOW LITES CAN HE IN ANY LOCATION IN DOOR SECTION
#8 X 3/4" SMS
0 3/8' FROM ENDS 175 X .062 DEEP
AND 4-1/2- O.C. MAX. I GROOVE. I
DOOR PANEL
24 GA (.024) STEEL MIN.
-- ---------
EXTERIOR
15/I6' I. D.L. OPG.
m
Igr: JAVAD AHMADCIVIL n
n o
ETAC. APEN. g 0592 FRODWIT RENEWFD I u I
5 8 6 wM fir Fbrids .. a
A—� 1oe %
�YO 15 ey drawing no.
98-05
(sheet 6 of 6