HomeMy WebLinkAboutProduct ApprovalM IA M MADE 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.2ov/economy
DAB Door Company, Inc.
12195 NW 98" 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. 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 Abroad, 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
Approval Date: April 23, 2015
0/14V 15 Page l
DAB Door Company, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. Drawing No. 98-05, titled 1124 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 tinder 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 sealed by Rafael E. Droz-Seda, PE.
5. 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"
Anchor verification calculations prepared by Al-Farooq Corporation, dated
09/22/2014 and 07/24/2014, signed and sealed by Javad Ahmad, P.E.
D4 �r��2a IS
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 under 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 under 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 01/11/2017.
4. Notice of Acceptance No. 11-0926.06, issued to Dyplast Products, LLC, for their
Dyplast ISO -Cl 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., ReportNo. 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 5°i edition (2014) FBC and no financial interest
issued by Al-Farooq Corporation, dated 05/13/2014, signed and sealed by Javad Ahmad, P.E.
*,,1141015
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
o7-1/2" X 2-1/4" X 18 GA.
GALV. STEEL CENTER HINGE - - --- PUSH NUT
W/ (4) #14 X 5/8" SMS 0
WITHOUT DELRON SLEEVE (STD.)
W/ (67-1/2" X 3" X .071" GALV. STEEL 1 00 ,
END ROLLER HINGE I
) #14 X 5/8' SMS 00 j
WITHOUT DELRON SLEEVE
WITH DELRON SLEEVE (OPTIONAL) 1 i
7-1/2" X 2-1/4" X .071" 1 0 '
GALV. STEEL CENTER HINGE 1\
O W/ (4) #14 X 5/8" SMS LOCK `
WITH DELRON SLEEVE (OPTIONAL) 2/ DOOR
1" W X .15 THK. LATCH,
CENTER HINGE
STANDARD LOCK r
�\ SPRING LOADED SLIDE BOLT (BOTH SIDES),
FASTENED W/ (4) #14 X 1/2" S.M.S. �.\ B
5/8" MIN. LOCK ENGAGEMENT
CONFORMS TO SECTION 1008 REGARDING
GARAGE DOORS
.158 DIA. GALV. AIRCRAFT TYPE
CABLE & NICO -PRESS SLEEVE
W/ MIN. 5 TO 1 SAFETY FACTOR
7" X 3" X 0.1"
STEEL PLATE
WITH (4) #14 X 3/4"
SELF DRILLING SCREWS
/ o
0
O
I
II °A
BRACKET
STD. LIFT DOOR
CENTER STILE
DOOR
HEIGHT
CONSISTS OF
TOTAL # OF
'U' BARS AT
EACH DOOR
6'-6"
2 SECTIONS 18" 2 SECTIONS 21"
3
6'-9" 1 SECTION 18" 3 SECTIONS 21"
7' 4 SECTIONS 21" -
_
7'-3" - -
7'-6" 5 SECTIONS 18" -
7'-9" 4 SECTIONS 18" 1 SECTION 21
8' 3 SECTIONS 18" 2 SECTIONS 21"
8'-3"
2 SECTIONS 18" 3 SECTIONS 21"
4
W-6" 1 SECTION 18" 4 SECTIONS 21"
8'-9" 5 SECTIONS 21" -
9' 6 SECTIONS 18" -
9'-3" 5 SECTIONS 18" 1 SECTION 21"
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' -
5
10'-9" 6 SECTIONS 18" 1 SECTION 21"
IV S SECTIONS 18" 2 SECTIONS 21"
11'-3" 4 SECTIONS 18" 3 SECTIONS 21"
11'-6" 3 SECTIONS 18" 4 SECTIONS 21"
11'-9" 2 SECTIONS 18" 5 SECTIONS 21"
12' 1 SECTIONS 18" 6 SECTIONS 21"
1Y-3" 7 SECTIONS 21" -
12'-6" 6 SECTIONS 18" 2 SECTIONS 21"
12'-9" 5 SECTIONS 18" 3 SECTIONS 21"
13' 4 SECTIONS 18" 4 SECTIONS 21"
13'-3" 3 SECTIONS 18" 5 SECTIONS 21"
13'-6"
2 SECTIONS 18" 6 SECTIONS 21"
6
13'-9" 1 SECTION 16" 7 SECTIONS 21"
14' 8 SECTIONS 21' -
14'-3" 6 SECTIONS 18" 3 SECTIONS 21"
14'-6" 5 SECTIONS 18" 4 SECTIONS 21"
14'-9" 4 SECTIONS 18" 5 SECTIONS 21"
15' 3 SECTIONS 18" 6 SECTIONS 21"
15'-3" 2 SECTIONS_ 18" 7 SECTIONS 21"
15'-6" 1 SECTION 18" 8 SECTIONS 21"
1s' -s" s s6cnorls 21" -
_
16' 6 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" SDS
OUTSIDE
HANDLE
TOP FIXTURE 5-1/2" X 2-3/4" X 0.1"
STEEL PLATE WITH ONE 5/16-18 MS W/ NUT OPTIONAL DOOR VIEWER
FASTENED TO END STILE WITH TO BE INSTALLED AT
(6) #14 X 3/4" SELF DRILLING SCREWS ANY CENTER STILE
SEE SHEET 4 FOR TOP BRACKET OPTIONS
CENTER STILES
SEE SCH. 'A'
_— F
°III. �J II
F — A
OPTIONAL VENTS
(3) 5" WIDE AT 7" O.C. MAX. OPTIONAL FLUSH FACE
DENG. AREA NOT TO EXCEED 120 SQ. IN. WOOD GRAIN DESIGN
MAX. DOOR WIDTH
16'-2"
INSIDE ELEVATION
-END STILE RAISED PANEL EMBOSSED DOOR
#14 X 3/4" SELF DRILLING SCREWS MAY BE USED
IN LIEU OF #14 X 5/8" SMS
INSTALLED
BAR GUIDES
lUl/ `L INSTALLED ON END STILE THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT
L -- A
DAB DOORS INC.
Hurricane Master® Model 824/811
Max. Size 16'-2" X 16'-0" High
With Window Lite Option
DESIGN PRESSURE RATING = + 48,0 PSF
- 52.0 PSF
WITH (4) #14 x 5/8" SMS GENERAL NOTES
4 .18T X .6W LOCK BAR 1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
ENGAGES IN TRACK REQUIREMENTS OF THE FLORIDA BUILDING CODE (FBC) FIFTH EDITION (2014)
ON EACH SIDE OF DOOR CENTER STILES SCHEDULE 'A' INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ).
OUTSIDE KEYED LOCK
OPTIONAL
LOCK BAR LOCKING SHOWN
ALTERNATE TO
SPRING LOADED SLIDE BOLT
LOCKS SHOWN ABOVE
REFER TO SHEET 2
FOR U -BAR PLACEMENT
OFI�III "I
- -8'-0" TO 9'-10"
DOOR WIDTHS
CENTER STILES CONFIGURATION
DOOR WIDTHS
# OF CENTER STILES
8'-0" TO W-10"
2
10'-0" TO I1' 10"
2 --
12'-0" TO 13'-10"
3
14'-0" TO 15'-10"
4
15'-11" TO 16'-2"
_-
5
2. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS.
ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL
DRESSING OR STUCCO.
3. ALL BOLTS, NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL.
4. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN
THESE DETAILS ARE NOT PART OF THIS APPROVAL.
5. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.
DOOR TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF FLORIDA
I_ ri III". r BUILDING CODE, TAS -1202, TAS -201 &TAS -203 FOR HVHZ AND
r ILII Jam( ASTM E1586-05/ASTIR E1995-09.
10'-0" TO 11'-10" 14'-0" TO 15-10" _
DOOR WIDTHS DOOR WIDTHS
0�I MMM
- - n 11 1111 M M
12'-0" TO 13'-10" 15'-11" TO 16'-2"
DOOR WIDTHS DOOR WIDTHS
FLA. PE N 592 PRODUCT RENEWED
C.A.N. 3 3 as ppp0� Wfth the �.
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drawing no.
98-05
SCETION 4
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SCETION 3
SCETION
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SCETION 7
SCETION 6
SCETION 5!
SCETION 4
SCETION 3
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SCETION 2
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4 SECTION DOOR
HEIGHT RANGE 6'-6" TO 7'-0"
(3) U -BARS
I SCETION 5
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SCETION 5
SCETION
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SCETION 7
SCETION 6
SCETION 5!
SCETION 4
SCETION 3
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SCETION 3
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SCETION 3
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SCETION
f SCETION 1'i-SCETION
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SCEHON 2
SCETION 1
SCETION 2
SCETION I
--_-
5 SECTION DOOR
HEIGHT RANGE 7'-6' TO 8'-0"
(3) U -BARS
SCETION 6
SCETION 5
SCETION 4
SCETION 3
SCEfI0N.2 -.. - _ i -_
SCETION 1
6 SECTION DOOR
HEIGHT RANGE 9'-0" TO 10'-3'
(4) U -BARS
SCETION 7
---���
I �
-- -
SCETION 6
SCETION
N
SCETION 7
SCETION 6
SCETION 5!
SCETION 4
SCETION 3
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SCETION 5
El
SCETION 4
SCETION 2
SCETION 3
I I
SCEHON 2
SCETION 1
SCETION 2
SCETION I
--_-
7 SECTION DOOR
HEIGHT RANGE 10'-9' TO 12'-3'
(5) U -BARS
5 SECTION DOOR
HEIGHT RANGE 8'-3" TO 8'-9'
(4) U -BARS
6 SECTION DOOR
HEIGHT RANGE 10'-6'
(5) U -BARS
SCETION 8 6 1
SCETION 7
SCETION 6
SCETION 5
SCETION 4
SCEfION
SCETION 2
SCETION 1
8 SECTION DOOR
HEIGHT RANGE 12'-6" TO 13'-3"
(5) U -BARS
SCETION 9
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SCETION
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SCETION 7
SCETION 6
SCETION 5!
SCETION 4
SCETION 3
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-
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SCETION 7
SCETION 2
I I
SCETION 1
SCETION 2
SCETION I
9 SECTION DOOR
HEIGHT RANGE 14'-3' TO 15'-9"
(6) U -BARS
SCETION 10
SCERON 9
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SCETION 8
SCETION 7
SCETION 6
SCETION 4
SCETION 3
SCETION 2
SCETION I
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10 SECTION DOOR
HEIGHT RANGE 16'-0'
(6) U -BARS
8 SECTION DOOR
HEIGHT RANGE 13'-6' TO 14'-0"
(6) U -BARS
CIVIL
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drawing no.
98-05
sheet 2 of 6
,. X 2-1/4" X 3/4" X 2"
UALv. STEEL U.BAR REINFORCING TRUSS
® BOTTOM OF PANEL TRUSS FASTENED TO
VERTICAL INTERMEDIATE STILES W/ TWO
#14 X 5/8" S.M.S. AND TO END STILE
W/ FOUR #14 X 3/4" SELF DRILLING S.
1/2" X 1-3/4" X 16 GA.
OPEN TUBE
@ TOP &BOTTOM
OF EACH PANEL
16 GA. X 2-1/4" X 3/4" X 2"
GALV. STEEL U.BAR REINFORCING TRUSS
TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES
W/ TWO # 14 X 5/8" S.M.S. AND TO END STILE
W/ FOUR # 14 X 3/4" SELF DRILLING SCR.
USE REINFORCING 'U' BAR AT
TOP SECTION ONLY AT
FOUR SECTION DOORS
24 GA. S
FLAPS BENT OVER PANEL
16 GA. X 2-1/4" X 3/4" X 2"
GALV. STEEL U.BAR REINFORCING TRUSS
TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES
W/ TWO # 14 X 5/8" S.M.S. AND TO END STILE
W/ FOUR # 14 X 3/4" SELS DRILLING SCR.
1ST SECTION (BOTTOM)
INTERMEDIATE SECTIONS
TOP SECTION
REINFORCING
REINFORCING
1
3/8" POWER -BOLT BY 'POWERS'
2" MIN. EMBED INTO CONC.
_ OPTIONAL STOP MOULDING
BY DOOR INSTALLER
STEEL TRACK BRACKET FASTENED
C
TO WOOD JAMB WITH#14
X 5/8" SMS
a
3/4" X 2" X 2-1/2" X .049" STEEL
5/16" X 1-5/8" LAG SCREW
6 PER HINGE
END STILE, CONNECT TO PANELS WITH
(FULLY THREADED)
FLAPS AND (5) OR (6) 3/16" ALUM RIVETS
HEX WASHER HEAD TYPE A
1/2" X 1-3/4" X .058" FORMED STEEL
o
SEE DETAIL ABOVE
GLUED TO PANEL AND SECURED TO
o
0
SOUTHERN PINE
END STILE WITH (4) 3/16" POP RIVETS
0.55 S.G.
- 0.55 S.G.1<a. -
1-7/8" X 2-5/8" X .049" STEEL
EDGE
CENTER STILE, GLUED AND RIVETED
DISTANCE
e�
p
. I" FDC 2„ ST.
TO PANEL W/ (4) 3/16" RIVETS
r 14 X
HINGE/8" S.M.S.
POP RIVETS
7\
' \ o \
1/2" PUNCHED HOLES
® 4" O.C.
6
3/16" POP RIVETS
AT 4" O.C.
(6) FOR 21" STILES
(5) FOR 18" STILES
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SOLID BRASS DOOR VIEWER W w w
BY 'SCHLAGE SECURITY HARDWARE'
INSTALLED IN 9/16" DIA. HOLES IN CENTER STILE ci N i i i
POSITIONED AT EYE LEVEL ol~ ?
zie�zzl
1-3/16" 1
1
3/8" POWER -BOLT BY 'POWERS'
2" MIN. EMBED INTO CONC.
C
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2" MIN. EDGE DIST.
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ONE PER BRACKET
1.9" X 2.19" X 3.3" X .090"
SEE SHEET 3 FOR BRACKET SPACING
`
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STEEL TRACK BRACKETS --
1
i i i
i--�
SEE SHEET 3 FOR SPACING
m
Engr. JAVAD AHMAD
ry
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FLA. PE 70592
CA. 538
WG PIOIfdm
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a
1/4-20 SS BOLT
Bwwirq �wid
ai
7
I INTERIOR SIDE
7-1/2" X
.071"_
&NUT
Aooey�moeNo S -D /
STEEL TRACK
14 GA. X 2-1/8" X 1" (STANDARD)
GALV.XSTEEL
CENTER HINGE
END ROLLER
HINGE
°_(fN�G" 2�0
drawing no.
12 GA. X 3-5/16" X 1-1/2" (OPTIONAL)
7/8" PUSHNUT
1.82" DIA.
X .50" STEEL ROLLERS
ROLLERS
(STD.)
(OPTIONAL)
pp
gy
M' ' Prod,q CtgFol
�'1O
FASTENED TO TRACK PLATES
INSTALLED ON ROLLER SHAFT
1.82" DIA. X
.50" NYLON
V 2015
91 8 05
2,75" DIA. X
.50" STEEL ROLLERS
(OPTIONAL)—
L
W/ 1/4-20 X 5/8" TRUSS HD.
SLOTTED M.S. & LOCK NUT
2.75" DIA. X
.50" NYLON ROLLERS
(OPTIONAL)
Isheet 3 of 6
SECTION B -B
WITH
5" STEM
w
z
a
`POP RIVETS
/ 2-3/4" X 5-1 /2" X 3" X .104" _
GALV. STEEL
TOP ROLLER BRACKET ON EACH SIDE
FASTENED W/ (6) # 14 X 5/8" S.M.S.
.090 THK. GALV. STEEL ADJUSTABLE
SLIDE FASTENED TO BRACKET
W/ 5/16-18 X 3/4" HEX HEAD
M. SCREWS & NUTS.
TOP BRACKET
(STANDARD) TOP BRACKET
(OPTIONAL)
LOW HEADROOM DOOR
5/16" X 1-5/8" LAG SCREWS INTO WOOD OR
5/16" SLEEVE ANCHORS
WITH 1-1/4" EMBED INTO MASONRY
3 PER BRACKET
2-1/2" X 4-1/4" X 13 GA. STEEL PLATES
WELDED TO 1-1/2" X 1-1/2" X 14 GA. ANGLE
FASTENED TO TRACK
WITH (4) 1/4-20 SS. BOLT & NUTS
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) 3/16" POP RIVETS GALV. STEEL
FASTENED W/ (4) # 14 X 5/8" S.M.S.
TOP ROLLER BRACKET FOR
LOW HEADROOM DOOR OPTION
HORIZONTAL REINFORCEMENT
1/2" X 1-3/4" X .058" FORMED STEEL
GLUED TO PANEL AND FASTENED TO
VERTICAL STILES WITH
(2) 3/16" POP RIVETS
i 5/16" MEETING RIB
' 1.82" DIA. X .50" STEEL ROLLERS
W/ .44 DIA. X 5" STEM
HORIZ. TRACK SUPPORT,
CENTER SUPPORT REQD. ON DOORS
EXREEDING 8 FT. IN HEIGHT
II II A --]
TRACK LENGTH = OPENING HEIGHT PLUS 12"
14 GA. GALV. STEEL TRACK
1-1/2" X 1/2" X 1/8" HORIZ. ANGLE
FOR DOOR HEIGHTS UPTO 7 FT.
WITHOUT INSULATION OR WINDOWS,
2" X 2" X 1/8" HORIZ. ANGLE
FOR DOOR HEIGHTS ABOVE 7 FT. OR
DOORS WITH INSULATION OR WINDOWS
SPOT WELDED TO HORIZ. TRACK
WITH TWO WELDS AT 1-1/2" APART
FIRST AT 3" O.C., REST AT 9" O.C.
CONNECTED TO FLAG BRACKET ANGLE
W/ 3/8-16 X 3/4" BOLT & NUT
AND TO SPRING SHAFT GUIDE WITH
(2) 1/4-20 X 5/8" BOLT & NUT
VERTICAL TRACK _,,- -
2-1/8" X 1" X .080"
SECTION A—A
DOOR * SECTION HEIGHTS BRACKET PLACEMENTS
HEIGHT 1ST
2ND
3RD4TH
5TH1 81 82 I B3
84 65
136 87 88
6'-0" 118"
18"
18" 18"
N/A 1" TO 2" 11-3/4" 23"
34" 45"_I
56" 67"
6'-6" 21"
18"
18" 21"
N/A 1" TO 2" 11-3/4" 23"
__...
N/A 1" TO 11-3/4" 23"
34" 45"
I 56" 67" - .--
—
7'-0" 21"'21"
21" 21"
34" 45"
56" 67" -
7.-6" 18..-
18"
18 18„
_2"
1B" 1" TO 2" 11-3/4" 23"
34" 45"
-
56"
8'-0" 21"
18
18" 18"
_
21" 1" TO 2" 11-3/4" 23"
34" 45"
56" 67" 78-1/4"
*-SECTIONS ARE NUMBERED STARTING Al IHL BUIIUM
FOR DOORS MORE THAN 8 FT. HIGH, USE ADDITIONAL TRACK BRACKETS AT 10" O.0
OPTIONAL INSULATIONS:
BY 'DYPLAST PRODUCTS LLC' w o
EPS -EXPANDED POLYSTYRENE a_ 0 m _ I 1.9" X 2.19" X 3.3" X .090"
DENSITY = 1.05 PCF —' - STEEL TRACK BRACKETS
N.O.A. #11-0926.07 n 2-3/16" HIGH
_ OR m CONNECTED TO TRACK WITH
- .. ISO -25 POLY-ISOCYANURATE ) 1/4" BOLTS & NUTS.
DENSITY = 2.0 PCF
rl
--------N.O.A. #11-0926.06 m - OR
BY 'CELLOFOAM NORTH AMERICA'
DENSITY = 1.03 PCF u�
N.O.A. #10-1129.04 m
OR
BY 'INSULFOAM LLC v
DENSITY = 0.92 PCF m
N.O.A. #14-0311.08 n
14 GA. GALV. STEELROLER -�
�w
FASTENED
W/L(6) #Ir14EX 5/8" SMS
MIN. .024" ROLL FORMED STEEL PANEL
DRAWING QUALITY G-40
MIN. YIELD STRENGTH = 39 KSI
WITH PRIMER AND BAKED -ON
POLYSTER PAINTED TOP COAT
APPLIED TO BOTH SIDES OF STEEL
12 GA. GALV. STEEL
BOTTOM BRACKET FASTENED
W/ (4) # 14 X 5/8" SMS
BOTTOM SEAL OPTIONS
SEE SHEET 5
SECTION A—A
SEE SHEET 2 FOR LOCATION
OF REINFORCING TRUSSES
TRACK CONFIGURATION
VERTICAL LIFT HIGH LIFT STANDARD LIFT
AVAILABLE TRACK OPTIONS
Engr: JAVAD AHMAD
CML
FLA. PE # 70592
CA.N. 3538
2015
LOW HEADROOM
DOUBLE TRACK
PRODUCTRENEWED
as complying with the Florida
BuiNime Cede
Acoeplmea No
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B
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drawing no.
98-05
icuut#8 X 1"
DIST. SELF DRILLING SCREWS
F z 1-1/2" MIN. OR
F IpggGE DIST. o m 3/16" 'RIVER STEEL RIVETS_
oN _ \ - MULTIGRIP W/ DOME HEAD
0o m \ \ r o AT 48" O.C.
m3
REINFORCEMENT
1/2" X 1-3/4" X .058"
\ FORMED STEEL
1/4" DIA. LAG SCREWS i 1/4" DIA. LAG SCREWS
2BY I AT 6" FROM ENDS 28Y \ !- SAT 6" FROM ENDS
�
WOOD BWOOD BU
i I AND 11" O.C. MAX. I AND 11" O.C. MAX.
I I
W'STRIP ADAPTER
ALUMINUM
OPTION 'A'
OPTION 'B'
WOOD BUCK CONNECTION TO WOOD SUBSTRATE (WOOD SPECIFIC GRAVITY SG=0.55 MIN.)
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
VERIFIED AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION.
WOOD BUCK CONNECTION TO MASONRY
PRESSURE TREATED 2X6 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO
GROUTED REINFORCED MASONRY BLOCK WALL OR CONC. COLUMN WITH
1/4" ULTRACON BY 'ELCO' WITH SPACING OF
12" O.C. INTO GROUT FILLED BLOCK WALL, WITH 2-1/4" MIN. EMBED
9" O.C. INTO 3000 PSI CONCRETE, WITH 1-3/4" MIN. EMBED
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
9" O.C. INTO 3000 PSI CONCRETE, WITH 1-3/4" MIN. EMBED
3" MIN. EDGE DISTANCE
3/8" CONFLEX BY 'ELCO' OR
3/8" LDT BY 'ITW' WITH SPACING OF
21" O.C. INTO 3000 PSI CONCRETE, WITH 2-1/2" MIN. EMBED
3" MIN. EDGE DISTANCE
3/8" HLC SLEEVE BY 'HILTI' WITH SPACING OF
8" O.C. INTO GROUT FILLED BLOCK WALL, WITH 1-1/4" MIN. EMBED, 4" MIN
11" O.C. INTO 3000 PSI CONCRETE, WITH 1-1/4" MIN. EMBED 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 LOADS IMPOSED
BY DOOR SYSTEM.
FOR DOOR REPLACEMENT IN RETROFIT BUILDINGS WITH NO ENGINEER OF
RECORD, DOOR INSTALLATION MAY BE REVIEWED AND APPROVED BY
BUILDING OFFICIAL UPON INSPECTION.
5/16" X 1-5/8"
LAG SCREWS
AT 11" O.C.
1-1/2"
CONTINUOUS ANGLE TRACK
TO WOOD BUCK
EDGE DIST.
MAXIMUM EXTERIOR(+) LOAD PER JAMB = (16.17' X 48 PSF)/2 = 388 Lbs per Ft.
MAXIMUM INTERIOR(-) LOAD PER JAMB = (16.17' X 70 PSF)/2 = 420.4 Lbs per Fl.
1/16„ X 2-1/2"
FILLET WELDS
AT 12" O.C. MAX.
Til leTX 1
STEEL STRUCTURE BY OTHERS
MUST SUPPORT THE LOADS IMPOSED
BY DOOR SYSTEM
1-1/2"
REVERSE TRACK
TO STEEL
II O
0500 224 LL 2J IS CJ.534
T_V- 1.750-17
5/16" DIA. BOLTS
WITH WASHER & NUT
AT 12" O.C. MAX.
REINFORCEMENT
1/2" X 1-3/4" X .058"
FORMED STEEL
#8 X 1"
SELF DRILLING SCREWS
OR
3/16" 'RIVER' STEEL RIVETS
MULTIGRIP W/ DOME HEAD
AT 48" O.C.
W'STRIP ADAPTER
STEEL
RUBBER W'STRIPPING
700 040
o
.348
1.790
BOTTOM SEAL OPTIONS
ANCHOR SPACING
I w
I�
ANCHORS -
STRUCTURE
EMBED
SPACING'EDGE
DIST.
3/8" HLC SLEEVE BY 'HILTI'
CONC.
FILLED BLOCK
1-1/4-
-1/4"3
2"
J
Z
�
�
3/8"
8" CONFLEX BY 'ELCO'
8
3a: DYNABOLT BY
CONC.
1-1/2"
8"
1 3"
3/8" POWER -BOLT BY 'POWERS'
GONG.
2"
8"2"
J
WW
3/8" SLEEVE -ALL BY 'SIMPSONS'
GONG.
1-1/2"
8"
3"
CONCRETE Cc = 3000 PSI MIN.
C-90 GROUT FILLED BLOCK I'm = 2000 PSI MIN.
1-1/4" X 2-1/2" X 14 GA
CONT. STEEL ANGLE
12 GA. GALV. STEEL
FLAT BRACKETS f3" LONG
AT 12" O.C. IN DOOR OPNG.
AT 18" O.C. ABOVE DOOR OPNG.
CONNECTED TO CONT. ANGLE
W/ (3) SPOT WELDS AT EACH S1DE
ALTERNATE TRACK INSTALLATION
m
2-1/8" X 1" X 14 GA.
GALV. STEEL TRACK
FASTENED TO TRACK PLATES
W/ (2) 1/4-20X5/8" TRUSS HD.
SLOTTED M.S. & LOCK NUT
CONTINUOUS ANGLE TRACK
TO CONCRETE AND FILLED BLOCK
CIVIL PRODUCT RENEWED
PE A 70592 89 Bpja the Flail+
..N. 38 80dinscoAe
No
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drawing no.
98-05
S
DOOR PANEL
24 GA. (.024) STEEL MIN.
7/16" DIA. WASHER
�#8 X 3/4" SMS
® 3/8" FROM ENDS
AND 7" O.C. MAX.
7/16" DIA. WASHER
DOOR PANEL
24 GA. (.024) STEEL MIN.
a
#8 X 3/4" SMS
® 3/8" FROM ENDS
AND 4-1/2" O.C. MAX.
DOOR PANEL
24 GA. (.024) STEEL MIN.
O
* PLASTIC COMPLIES WITH
CHAPTER 26 OF FBC
SEE EVIDENCE PAGE
.SOU �.P50
z
CZ w
1.765 1.725 Q 4 N
� O o
M
1.144 xx
0 LL
0
V
03
.176 �.B66 O d Q G
* EXTERIOR FRAME * INTERIOR FRAME C 0 OD a
RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTIONN
Q W Ji N
LL Z NO
N 2
—_ 2
Om
J M¢
Q w � rw-
INSIDE ELEVATION
RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS
WINDOW LITES CAN BE IN ANY LOCATION IN DOOR SECTION
.175 X .062 DEEP
I-----
CIVIL
FLAPRODUCT RENEWED
. /f 0592
C.A.N.PE 5 8 m oompiI wim the Florida
SW II Code
RAcoepwno Ne 5-030 ,0/
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0
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III
W
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I ..III I
I
11
i
--
III
Ii111
m
.175 X .062 DEEP
II
(n m CD
GROOVE
IIII
IIII
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1/4" POLYCARBONATE LEXAN
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o
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IIII
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IIII
GROOVE
,
II
-
i
(4) #8 X 3/4" SMS
® 1-3/8" FROM ENDS
III 1
I
AND 6-1/2" O.C. MAX.
B
I
I I I I
1 11
,
I
I �
�#8 X 3/4" SMS
® 3/8" FROM ENDS
AND 7" O.C. MAX.
7/16" DIA. WASHER
DOOR PANEL
24 GA. (.024) STEEL MIN.
a
#8 X 3/4" SMS
® 3/8" FROM ENDS
AND 4-1/2" O.C. MAX.
DOOR PANEL
24 GA. (.024) STEEL MIN.
O
* PLASTIC COMPLIES WITH
CHAPTER 26 OF FBC
SEE EVIDENCE PAGE
.SOU �.P50
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1.765 1.725 Q 4 N
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1.144 xx
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RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTIONN
Q W Ji N
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—_ 2
Om
J M¢
Q w � rw-
INSIDE ELEVATION
RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS
WINDOW LITES CAN BE IN ANY LOCATION IN DOOR SECTION
.175 X .062 DEEP
I-----
CIVIL
FLAPRODUCT RENEWED
. /f 0592
C.A.N.PE 5 8 m oompiI wim the Florida
SW II Code
RAcoepwno Ne 5-030 ,0/
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arowing no.
98-05