HomeMy WebLinkAboutNOA; Hurricane Master Model 824 or 811 Steel Sectional Garage DoorMIAMI-DARE MIAMT-DADE COUNTY
6 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.eov/economy
DAB Door Company, Inc.
12195 NW 986 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 Countyand 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 Master Model 824/811 Steel Sectional Garage Door up to 16'-2" w/
Window Lite Option (DP +27.0, -30.0 PSF)
APPROVAL DOCUMENT: Drawing No. 03-06 Rev L, titled "Sectional Garage Door", dated 09/30/2003
and last revised on AUG 17, 2017, sheets 1, 1.1, 2 through 5 of 5, prepared by Al-Farooq Corporation, signed
and sealed by Jayad_Ahrnad, P.E., bearing the Miami -Dade County Product Control Revision 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
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 revises NOA # 16-0330.03 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as
well as approval document mentioned above.
The submitted documentation was reviewed.by Ishaq I. Chanda, P.E.
NOA No.17-0919.12
MIAMI DADS COUNTY Expiration Date: August 14, 2021
Approval Date: December 14, 2017
\fit `1 Page 1
FILE COPY
DAB Door Company, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBNRTTED
1. Evidence submitted in previous files
A. DRAWINGS
1. Drawing No. 03-06, titled "Sectional Garage Door", dated 09/30/2003, with last
revision K dated 03/21/2016, sheets 1 through 5 of 5, prepared by Al-Farooq
Corporation, signed and sealed by Javad Ahmad, P.E.
B. TESTS "Submitted under NOA # 08-1106.05"
1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
2) Large Missile Impact Test per FBC, TAS 201-94
.3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
4) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94
Along with marked -up drawings and installation diagram of DAB 824 24ga sectional
garage door, prepared by Hurricane Engineering & Testing, Inc., Test Report No.
HETI-08 2149A/B, dated 06/27/2008, signed and sealed by Candido F. Font, P.E.
"Submitted under NOA # 05 0915.12"
2. Test Report on Large Missile Impact Test per FBC, TAS 201 and Cyclic Wind
Pressure Test per FBC, TAS 203, of "Sectional Residential Door with Windows",
prepared by Hurricane Engineering & Testing Inc., Report No. HETI 03-1348A,
dated 09/29/2003, signed and sealed by Rafael E. Droz-Sella, P.E.
3. Test Report on Uniform Static Air Pressure Test per FBC, TAS 202, of "Sectional
Residential Door" prepared by Hurricane Engineering & Testing Inc., Report No.
HETI 03-1337A, dated 09/29/2003, signed and sealed by Rafael E. Droz-Seda, P.E.
4. Test Report on Tensile Test per ASTM E-8 of "Sectional Residential Door (skin)",
prepared by Hurricane Engineering & Testing Inc, Report No. HETI 03-T058, dated
10/31/2003, signed and sealed by Rafael E. Droz-Seda, P.E.
"Submitted under NOA # 03-0210.04"
5. 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 10/28/2003,
signed by W. A. Jackson, P.E.
C. CALCULATIONS "Submitted under NOA # 14-0814.07"
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.
Ishag4. Chanda, P.E.
Product Control Examiner
NOA No. 17-0919.12
Expiration Date: August 14, 2021
Approval Date: December 14, 2017
E-1
DAB Door Company, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS (Cont.)
"Submitted under NOA # 09-0324.06"
2. Anchor verification calculations prepared by Al-Farooq Corporation, complying with F.B.0
2007, dated 01/20/2009, 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. 15-0915.08, issued to SABIC Innovative Plastics, for their Lexan
Polycarbonate Sheet Products, approved on 12/10/2015 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 -CI Polyisocyanurate Insulation, approved on 11/10/2011 and expiring on
01/11/2017.
5. Notice of Acceptance No. 15-1203.04, issued to Cellofoam North America Inc, for
their Expanded Polystyrene Block Insulation, approved on 03/17/2016 and
expiring on 02/24/2021.
"Submitted under NOA # 05-0228.02"
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 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.
S. Test Report on Self -Ignition Temperature Test, Rate of Bum 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. Dolden, P.E.
F. STATEMENTS
1. Statement letter of code conformance to the 5' edition (2014) FBC and no financial interest
issued by Al-Farooq Corporation, dated 03/21/2016, signed and sealed by Javad Ahmad, P.E.
'IshAq I. Chanda, P.E.
Product Control Examiner
NOA No.17-0919.12
Expiration Date: August 14, 2021
Approval Date: December 14, 2017
E -2
DAB Door Company, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUB
2. New Evidence submitted.
A. DRAWINGS
1. Drawing No. 03-06 Rev L, titled "Sectional Garage Door", dated 09/30/2003 and last
revised on AUG 17, 2017, sheets 1, 1. 1, 2 through 5 of 5, prepared by Al-Farooq
Corporation, signed and sealed by Javad Ahmad, P.E.
Note: This revision consist of editorial changes to comply with FBC 2017.
B. CALCULATIONS
1. None
C. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources (RER).
D. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No.17-0221.06, issued to Insulfoam, LLC, for their
Insulfoarn Expanded Polystyrene Insulation, expiring on 11/29/2022.
2. Notice of Acceptance No: 16-1108.04, issued to Dyplast Products, LLC, for their Dyplast
ISO-Cl Polyisocyanurate insulation, expiring on 01/11/2022.
3. Notice of Acceptance No.15-1203.04, issued to Cello€oam North America Inc, for their
Expanded Polystyrene Block Insulation, expiring on 02/24/2021.
4. Notice of Acceptance No. 15-0915.08, issued to SABIC Innovative Plastics, for their Lexan Sheet
Products, expiring on 07/17/2018.
E. STATEMENTS
1. Statement letter of conformance to FBC 2014 (5rb Edition) and FBC 2017 (0 Edition),
prepared by Al Farooq Corporation, dated 08/17/17, signed and sealed by Javad Ahmad,
P.E.
F. OTHER
1. This NOA revises NOA #16-0330.03, expiring 08/14/21.
W.V11 I I U
Is aEaqq I. Chauda, P.E.
Product Control Examiner
NOA No.17-0919.12
Expiration Date: August 14, 2021
Approval Date: December 14, 2017
E -3
7-1/2' X 2-1/4' X 18 GA %-- PUSH NUT TOP FlXNRE 5-1/2' % 2-3/4' X 0.1 OPTIONAL DOOR VIEWER
•GALV. STEEL CENTER HINGE % e �\ DEL PLATE WITH ONE 5/16-18 MS W/ NUT TO BE INSTALLED AT
W1 (4) 014 DELRON SLEEVE (STD.) ' SMS\\ FASTENED TO END STILE WTIIi
ANY CENTER STILE
® () #14 X 3/4' SELF DRILLING SCREWS
® 7-1/2" X 3' X .071' GALV. STEEL j e e
END ROLLER HINGE
W/ (6) Q74 X 5/8' SM 00 I CENTER
WITHOUT DELRON SLEEVE (STD.) 1 j
WITH DELRON SLEEVE (OPTIONAL) 1\\ e
® 2" X 2-1/4" X .071"
GALV. STEEL CENTER HINGE
(4) �14 % 5/8' SMS LOCK \\ `
WITH DELRON SLEEVE (OPTIONAL) 2/ DOOR \\`
ve----___.
1
CENTER HINGE i 1 1" w x .15 THK. LATCH `
\ STANDARD LOCK
\\ SPRING LOADED SLIDE BOLT (BOTH SIDES)
FASTENED W/ (4) #14 X 1/2" S.M.S.
--5/8" MIN. LOCK ENGAGEMENT
CONFORMS TO SECTION 1005 REGARDING GARAGE DOOM
2-3/4-WX5--5/8"HX.090" THK.
STEEL PLATE, 1-3/8" DEEP
WITH (3) #14 X 3/4'
SELF DRILLING SCREWS
CENTER
BRACKET BRACKET
STD. LIFT DOOR LOW HEADROOM
DOOR OPHON I\
B'WX3-1/8"HX.010" THK.
STEEL PLATE /
END STILE -I rN
J\� LOCK BAR GUIDES
'L INSTALLED ON END STILE
WITH (4) #14 X 5/8' SMS
18T X 1' W LOCK BAR
ENGAGES IN TRACK
ON EACH SIDE OF DOOR
OUTSIDE KEYED LOCK (OPTIONU
LOCK BAR LOCKING SHOWN
ALTERNATE TO SPRING LOADED SLIDE BOLT
LOCKS SHOWN ABOVE
c�i
,v
'V'
sm-
'V'
INSIDE ELEVATION
RAISED PANEL EMBOSSED DOOR
DESIGN PRESSURE RATING = + 27.0 PSF
lRo9ucrREvmD
- 30.0 PSF
#14 X 3/4' SELF DRILLING SCREWS MAY BE USED
W= i* °mft 0'
IN UEU OF #14 X 5/8' SMS
Accepta2No176rfa-l2-
DAB DOORS INC.
EapntlnRate
Hurricane Master® Model 824/811
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Max. Size 16'-2" X 16'-0" High
dmcttcwa!
With Window Lite Option
GENERAL NOTES
1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (6TH EDITION) FLORIDA
BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ).
2. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS
AND INSTALLED PER MANU"S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE
MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
3. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.
4. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE
REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS.
5. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION
FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFELY OF THIS PRODUCT, ADEQUACY
OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR
WATER INFILTRATION RESISTANCE ETC.
CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY,
AND TO BE REVIEWED BY BUILDING OFFICIAL.
B. MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION
IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE.
LABELING TO COMPLY WITH SECTION 1709.9.2.
THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT
DOOR TESTED IN ACCORDANCE WITH THE REpUIREMENIS OF FLORIDA
BUILDING CODE, TAS-202, TAS-201 & TAS-203 FOR HVHZ AND
ASTM E1886-OB ASTM E1998-09.
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HEIGHT
CONSISTS OF
6'-6°
2 SECTIONS 1B° 2 BECKONS 21°
6'-B'
1 SECTION 18' 3 BECKONS 21"
7'
4 SECTIONS 21'
-
7'-3"
-
7'-6"
5 BECKONS 19'
-
7'-B'
4 SECTIONS 19"
1 BECKON 21"
B'
3 SECTIONS 19'
2 BECKONS 21'
9'-3"
2 SECTIONS 18"
3 SECTIONS 21"
6'-8°
1 SECTION 18'
4 SECTIONS 21'
8'-B°
5 BECKONS 21'
-
9'
8 SECTIONS 18`
-
9'-3'
5 SECTIONS 18"
1 SECTION 21'
9'-6°
4 SECTIONS 16'
2 SECTIONS 21"
9'-B`
3 SECTIONS 18'
3 SECTIONS 21"
10'
2 SECTIONS 18'
4 SECTIONS 21'
10'-3°
1 BECKON 18'
S BECKONS 21°
10'-6'
8 SECTIONS 21°
-
10'-B'
B SECTIONS 1B`
1 SECTION 21'
11'
S SECTIONS 16'
2 SECTIONS 21°
11'-3'
4 SECTIONS 16'
3 SECTIONS 21"
11'-8'
3 SECTIONS 18"
4 SECTIONS 21°
it'-B'
2 BECKONS 1B'
S SECTIONS 21"
12'
1 SECTIONS 1B`
6 SECTIONS 21'
12'-3'
7 SECTIONS 21'
-
12'-B`
6 SECTIONS 16'
2 SECTIONS 21'
12'-B'
S SECTIONS 1B'
3"SECTIONS 21"
13'
4 BECKONS 1B'
4 SECTIONS 21'
13'-3°
3 SECTIONS 19`
5 SECTIONS 21`
13'-6`
2 SECTIONS 1B'
6 SECTIONS 21`
13'-B'
1 SECKINJ 18'
7 SECTIONS 21'
14•
B SECTIONS 21"
-
14'-3'
6 SECTIONS 18'
3 SECTIONS 21'
14'-6'
S SECTIONS 18"
4 SECTIONS 21"
14'-S`
4 SECTIONS 1fi'
S SECTIONS 21"
15'
3 BECKONS 19'
6 SECTIONS 21"
15'-3'
2 SECTIONS 18'
7 SECTIONS 21"
15'-6'
1 SECTION 18°
8 SECTIONS 21°
15'-B'
9 SECTIONS 21"
16'
6 SECTIONS 1a'
I.:.: SECTIONS 21'
CENTER SOLES CONFIGURATION
DOOR WIDTHS
� OF CENTER STILES
8'-0' TO 9'-10'
2
10'-0' TO 11'-10°
2
12'-0' TO 13'-10'
3
14'-0' TO 15'-10•
4
15'-ii' TO 18'-2'
5
1/2" X 1-3/4
® TOP
OF E
OPTIONS
STEEL TRACK BRACKET FASTENED
1ST SECTION (BOTTOM) 5TO /1WO XD 1AMM a Illi SCREW INTERMEDIATE SECTION TOP SECTION
(FULLY THREADED)
FOR CONNECTION OF WOOD BUCK ONE PER BRACKET
TO MASONRY SEE NOTE ON SHEET 4 OPTIONAL STOP MOULDING
BY DOOR INSTALLER
# 14 X 5/8" SMS
6 PER HINGE
1/2' X 1-3/4" X .058" FORMED STEEL
GLUED TO PANEL AND SECURED TO
a END STILE WITH 3/16' ALUM RIVETS 0 12" O.C.
•` 1-7/8' X 2-5/8' X .D49' STEEL
CENTER STILE, GLUED AND RIVETED
I I TO PANEL W/ (4) 3/16" ALUM RIVETS 3
I 1 1/2' MIN. I
14 % 5/8" S.M.S. ALUM R
r4/ HINGE
1-3/16'
I1.9'X2.19"X3.3"X 12 GA.
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' (OPTIONAL)
FASTENED TO TRACK PLATES
W/ 1/4-20 X 5/8' TRUSS HD.
SLOTTED M.S. k LOCK NUT
24 GA. STEEL PANEL
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12
0
CONNECT TO PANELS WITH
END STILE PANE
FLAPS AND 3/I6" ALUM RIVETS
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SEE DETAIL ABOVE
ANCHORS AT TRACK BRACKET:
A) ,3/8' DI4. POWER -BOLT BY 'POWERS'
EDGE 2' MIN. EMBED INTO CONCRETE
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DISTANCE I 1-7/8' MIN. EDGE DISTANCE
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4" MIN. EDGE DISTANCE INTO FILLED BLOCK
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CONCRETE f'c - 3000 PSI MIN.
C-90 GROUT FILLED BLOCK f'm 2000 PSI MIN.
ANCHOR TYPE A OR B
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SEE SHEET 3 FOR BRACKET SPACING
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7-1 2" X .050J / J I// �.1 /4-20 SS BOLT
/ J INTERIOR SIDE 7-1 z" x .071' v k NUT
GALV. STEEL END ROLLER HINGE
CENTER HINGE
7/16" PUSHNUT
INSTALLED ON ROLLER SHAFT
1.82' DIA. X .50" STEEL ROLLERS (SID.
1.82' DIA, X .50' NYLON ROLLERS (OPTIONAL
SECTION B-B 2.75" DIA. X .50" STEEL ROLLERS (OPTIONAL)
2.75' DA . X .50' NYLON ROLLERS (OPTIONAL)
WITH 5' STEM
9�;:•• ..........
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03-06
3/16' ALUM RIVETS
AT
12' O.C.
2-3/4' X 5-1/2' X 3' X .104"
GALV!M.
STEEL
ROLLER BRACKET ON EACH SIDE
NED W/ (6) # 14 X.5/8' S.M.S.
090 THK. GAIN. STEEL ADJUSTABLE
LIDE FASTENED TO BRACKET
/ 5/16-18 X 3/4' HEX HEAD
SCREWS & NUTS.
TOP
LOW
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
1/2' X 1-3/4' X .059" FORMED STEEL
2' X 5-1/2" X AD4`
GLUED TO PANEL AND FASTENED TO
GALV. STEEL.
VERTICAL STILES WITH FASTENED W/ (4) g 14 % 5/8' S.M.S.
(2) 3/16' POP RIVETS TOP ROLLER BRACKET FOR
LOW HEADROOM DOOR OPTION
HORIZONTAL REINFORCEMENT
1/2' X 1-3/4" X .055' FORMED STEEL
GLUED TO PANEL AND FASTENED TO
VERTICAL STIES WITH
(2) 3/16' ALUM RIVETS
^-5/16' MEETING RIB
PLASTC/STEEL ROLLERS
IF
�1.82" DIA. X .50'
S2
W/ .44 DL- X 4-1/4' STEM
=
OPTIONAL INSULATIONS
ISO-25 POLY-ISOCYANURATE
DENSITY - 2.0 PCF
N.OA #16-1108.04
OR
ULNNIT - I— rur
N.OA #15-1203.04
OR
BY 'INSULFOAM L-C'
DENSITY - 0.92 PCF
N.OA #17-0221.06
14 GA GALV. STEEL
MROLLER H4INGES FASTENED
MIN..024" ROLL FORMED STEEL PANEL
DRAWING OUALTTY G-40
MIN. YIELD STRENGTH a 34 KSI
WITH PRIMER AND BAKED -ON
POLYSTER PANTED TOP COAT
APPLIED TO BOTH SIDES OF STEEL
12 GA GALV. STEEL
W/ TOM(4) #BRACKET14X5/ASTENED
MS
SEAL OPTIONS
iT 4
SECTION A -A -A
SEE SHEET 2 FOR LOCATION
OF REINFORCING TRUSSES
HORIZ. TRACK SUI
CENTER SUPPORT READ. ON
EXREEDING 8 FT. IN I
II A ~ 1
'.. TRACK LENGTH = OPENING HEIGHT PLUS
14 GA. CAW. STEEL TRACK
2 X 2 X 1/8° HORI-1/2. ANGLE
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/e' X 1' X .080'
SECTION A -A
Z a
0 y
F N
a 'g 6
TY N
Oi FoO C
0 U W r
0 p IY
0' & 8
0 aco
Z
DOOR
• SECTION HEIGHTS
BRA
HEIGHT
6'-0'
1ST
18"
2ND
18'
3RD
18'
4TH
18'
5TH
N/A
Bt
1" TO 2"
82
11-3/4"
B3
23"
34
45
56
67
6'-6`
21"
18'
18'
21`
N/A
1" TO 2"
11-3/4'
23'
34'
45'
56'
67"
-
7'-0'
21'
21'
21'
21'
N/A
1" TO 2"
11-3/4"
23'
34"
45'
56'
67'
-
18"
18'
1B"
18'
18"
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'
JCVIIVNS AKL NVMtlLKLO JINUINU Al IHL 6VIIUM
FOR DOORS MORE THAN B FT. HIGH, USE ADDITIONAL TRACK BRACKETS AT 10' O.C.
.090" PRODUC i REVP3@A
STEEL TRACK BRACKETS As c—PtYL'IB with thx no'k.
2-3/16' HIGH AuxtWg Cu& ^0 I •�Z
CONNECTED TO TRACK WITH
1/4' BOLTS & NUTS. D.. 2\
m
m
n
m
m
m
TRACK CONFIGURATION
VERTICAL LIFT HIGH LIFT STANDARD LIFT LOW HEADROOM
DOUBLE TRACK
AVAILABLE TRACK OPTIIQNS
7
-^_�' ATE OF
I I 19
7IIAII
rowing no.
03-06
3 4"
IN.
GE
Dtsf'
= 1-I/2' MIN.
I GE DIST. 5 I
Is X I"
SELF DRIWNG SCREWS
OR
3/16' 'RIVEX' STEEL RIVETS
REINFORCEMENT
1/2' % 1-3/4' X .058"
FORMED STEEL
$8 % 1'
SELF DRILLING SCREWS
/�
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C
y n
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0
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MULTIGRIP W/ DOME HEAD
AT 48' O.C.
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MULTIGRIP W/ DOME HEAD
0
w
x ci
REINFORCEMENT
AT 48' O.C.
�aNg
_
1/2X 1 FORMED STEEL
O W
1/4' DIAL LAG SCREWS 1/4' DIA LAG SCREWS
DD(D
O
N
d �i! µT
WOOD BU I AT 6' FROM ENDS WOOD BU AT 6' FROM ENDS
AND 21' O.C. MAX. ' AND 21' O.C. MAX.
y I-
W STPo ADAPTER ---
ALUMINUM �``�
P ADAPTER
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.
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STEEL
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y
RUBBER W'SIAIPPING
RUBBER W'STRIPPING
a
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050 .040
.534
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.700
.22T rr2JJJlff IS 2J�
.348
Q yZj
OPTION 'A' \N�J/ 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.
5/16' X 1-5/8"
LAG SCREWS STEEL STRUCTURE BY OTHERS
AT 12" 0.C� MUST SUPPORT THE LOADS IMPOSED
BY DOOR SYSTEM
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
1$ O.C. INTO GROUT FILLED BLOCK WALL, WITH 2-1/4' MIN. EMBED
16" O.C. INTO 3000 PSI CONCRETE, WITH 1-3/4° MIN. EMBED 1-1/2
2-1/2" MIN. EDGE DISTANCE
1/4' TAPPER 6Y 'POWERS' WITH SPACING OF
10'•O.C. INTO GROUT FILLED BLOCK WALL, WITH 1-1/2' MIN. EMBED 1/16' X 2-1/2
12' O.C. INTO 3000 PSI CONCRETE, WITH 1-3/4' MIN. EMBED FILLET WELDS
3" MIN. EDGE DISTANCE AT 12" O.C. MAX.
3/8' CONFLEX BY 'ELCO' OR
3/8" LDT BY 'ITW' WITH SPACING OF
24° O.C. INTO 3000 PSI CONCRETE, WITH 2-1/2' MIN. EMBED CONTINUOUS ANGLE TRACK
3' MIN. EDGE DISTANCE 70 WOOD BUCK
3/8' HLC SLEEVE BY 'HILT)' WITH SPACING OF
6" O.C. INTO GROUT FILLED BLOCK WALL, WITH 1-1/2' MIN. EMBED. 4' MIN. EDGE DIST.
16. 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.
MAXIMUM EXTERIOR(+) LOAD PER JAMB - (16.16' X 27 PSF)/2 - 218.2 Lb. per Ft.
MAXIMUM INTERIOR(-) LOAD PER JAMB - (16.16' X 30 PSF)/2 - 242.4 Lbs per Ft.
�1.750---^i 1.790__ {
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BOTTOM SEAL OPTIONS faddlo8�_ 1
ANCHOR SPACING
ANCHORS
STRUCTURE
EMBED
SPACING
EDGE DIST.
3 6 HLC SLEEVE BY 'HILT'
CONC.
1-1 4
8"
1-5 8
3 8' HLC SLEEVE BY 'HILTI
FILLED BLOCK
1-1/4-1
8"
'
3 8 DYNABOLT BY 'TTW'
CONC.
1-1 2"
B.
2'
3 8' D7NABOLT BY 'fTW'
FILLED BLOCK
1-1 2
8'
3-3 4
3 8 POWQi-BOLT BY 'POWERS'
CONC.
2'
8'
1-7 8
3 5" SLEEVE -ALL BY SIMPSONS
CONC.
1-1 2
B'
I-7 8
CONCRETE f'c = 3000 PSI MIN.
C-90 GROUT FILLED BLOCK Pm - 2000 PSI MIN.
5/16° DUI. BOLTS
WITH WASHER & NUT
AT 12' O.C. MAX.
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1-1/2' CONT. STEEL ANGLE 1-1/2' g 6
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12 GA GALV. STEEL
FIAT BRACKETS t3" LONG o fi s
AT 12' O.C. IN DOOR OPNG. GAL'. X 1 TRAC14 K GA
AT 18' O.C. ABOVE DOOR OPNG. FASTENED TO TRACK PLATES
CONNECTED TO CONT. ANGLE W/ (2) 1/�q0%5/8' TRUSS HO.
W/ (3) SPOT WELDS AT EACH SIDE SLOTTED .S. & LOCK NUT
HEVER9E?RACK CONNN OU AN. F e K c$ 0
TO STEEL TO N RETF AND FlB 0 K 'h a_ n
ALTERNATE TRACK INSTALLATION ,_ ,` `7111111II1LLTY o
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CHAPTER 26 OF FBC
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p-�250
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1.72s
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RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTION
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sheet 5of 5