HomeMy WebLinkAboutProduct approvals,FL15371_R3_II_Steel Sectional Garage Door 9-4X16(LMI)-NOA 17-1018.13M1AMFDADE MIAMI-DARE COUNTY
- c 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.sov/economv
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 constrnction 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 Miam 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 beer. 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 9'-4" Wide w/
Window Lite Option (DP +50.09 -60.0 PSF)
APPROVAL DOCUMENT: Drawing No. 01-09 REV L, titled "Sectional Garage Doer", sheets 1 through
5 of 5, dated 02/01/2001 and last revised on OCT 05, 2017, prepared by Al-Farooq Corporation, signed and
sealed by Javad Ahmad, 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
I�ABELLNG: 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
ins :-action 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 chance
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 # 16-0330.02 and consists of this page 1 and evidence pages E-1. E-2 and Er3, as
well as approval document mentioned above.
The submitted documentation was reviewed by Ishaq I. Chanda, P.E.
NOA No. I7-1018.13
Expiration Date: August 9, 2021
Approval Date: December 14, 2017
Page 1
DAB Door Company, Inc.
NOTICE OE ACCEPTANCE: EVIDENCE SUBNHTTED
1. Evidence submitted in previous fles
1. Drawing No. O1-09, titled "Sectional Garage Daor", sheets 1 through 5 of 5, dated
02/01/2001, with last revision K dated 03/21/2016, prepared by Al-Farooq Corporation,
signed and sealed by Javad Ahmad, P.E.
B. TESTS `Submitted under NOA # 09-OI28.09"
1.
Test reports on 1) Uniform Static Air Pressure Test, Lauding 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 a DAB 824 24 GA
Sectional Garage Door with Fixed Windows, prepared by Hurricane Engineering &
Testing, Inc, Test Reports No. HETI-08-2149AM, dated 06/27/2008, signed and
sealed by Candido F. Font, P.E.
"Submitted under NOA # 094128.04"
2.
Test report of Tensile Test per ASTM E 8, Report No. HETI 08-T182, prepared by
Hurricane Engineering & Testing, Inc., dated 12/23/2008, signed and sealed by
Candido F. Font, P.E.
"Submitted under NOA # 014516.03"
3.
Test report of large missile impact test per PA 201 and cyclic wind pressure test per
PA 203 on "Sectional Residential Garage Door", prepared by Hurricane Engineering
& Testing, Inc., Report No. HETI 01-974A, dated 01/29/2001, signed and sealed by
Hector M. Medina, P.E.
4.
Test report of Uniform Static Air Pressure Test per PA 202 and Force Entry
Resistance Test on "Sectional Residential Garage Door", prepared by Hurricane
Engineering & Testing, Inc., Report No. HETI 01-969, dated 01/18/2001, signed and
sealed by Hector M. Medina, P.E.
5.
Test report on Salt Spray (Corrosion) Test per AST 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.
Isbaq I. Chanda9 P.E.
Product Control Examiner
NOA No. 17-1018.13
Expiration Date: August 9, 2021
Approval Date: December 14, 2017
E-1
DAB Door Companv, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS `Suomi red underNOA # Id-08I4.04"
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.
"Submitted underNOA # 09-OI28.Od"
2. 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.
D. QUALFI`Y 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. 11-0026.07, 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. 154203.04, issued to Cellofoam North America hic, for
their Expanded Polystyrene Block Insulation, approved on 03/17/2016 and
expiring or, 02/24/2021.
Submitted underN04 # 03-0228.02"
6.
Test Report on Accelerated Weathering Us ng Xenon Arc Light Apparatus Test per
ASTM G155 of "PVC Extrusion Material", Prepared by Hurricane Engineering &
Testing, Inc., Report No. IIETI 04-A002, dated 09/27/2004, signed and sewed 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
1. Statement letter of code conformance to t're Sr' edition (2014) FBC and of no financial interest
issued by AI-Farooq Corporation, dated 03/21/2016, signed and sealed by Javad Ahmad, P.E.
Ishaq _ Chanda, P.E.
Product Control Examiner
NOA No.17-1018.13
Expiration Date: Aueust 9, 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. 01-09 REV L, titled "Sectional Garage Door", sheets 1 through 5 of 5, dated
02/01/2001 and last revised on OCT 05, 2017, sheets I 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 ASSUP.ANCE
1. Miami Dade Department of Regulatory and Economic Resources (RER).
D. RIATERIAs, CERTIFICATIONS
I. Notice of Acceptance No. 17-0221.05, issued to Insuifoam, TLC, for their
insrufoam Expanded Polystyrene Insulation, expiring on i 1/29/2022.
2. Notice of Acccptance No. 15-1108.04, issued to Dyplast Products, LLC, for their Dyplast
ISO-C1 Polyisocyanurate Insulation, expiring on 01/l 1/1.022.
3. Notice of Acceptance No. 154203.04, issued to Cellofoarr. 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 07/17/2018I
E. STATEi4'IENTS
1. Statement letter of conformance tc FBC 2014 (5'-b Edition) and FBG 201? (6� Edition),
prepared by Al Farooq Corporation, dated It7/05'17, signed and sealed by Javad Abroad,
P.E.
F. OTIIER
1. This NOA revises NOA # 16-0330!?2; expiring 08/09/2i.
Ishaq I. Charda, E.E.
Pradnct Control Examiner
NOA No. 17-101813
Expiration Date: August 9, 2021
Approval Date: December 14, 2017
E -3
DODR HEIGHT
CONSISTS
OF
6'-6"
2
SECTIONS
18"
2
SECTIONS
21"
6'-9"
1
SECTION
18"
3
SECTIONS
21"
7'
4
SECTIONS
21"
-
713"
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"
e'-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"
To'
2
SECTIONS
18"
4
SECTIONS
2"
10°-3"
1
SECTION
18"
5
SECTIONS
211"
10'-6"
6
SECTIONS
21"
-
10'-9"
6
SECTIONS
18"
1
SECTION
21"
11'
5
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"
12"-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"
13' 9"
1
SECTION
18"
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"
2
SECTIONS
18"
7
SECTIONS
21"
1
SECTION
18"
8
SECTIONS
21"
9
SECTIONS
21"
-
16'
6
SECTIONS
18"
4
SECTIONS
21"
CI
7-1/2" X 3" X .071" GALV. STEEL
END ROLLER HINGE
W/ (6) #14 X 5/8" SMS
WITHOUT DELRON SLEEVE (STD.)
WITH DELRON SLEEVE (OPTIONAL)
/
j
I O+ I
I I
\ 7-1/2" X 2-1/4" X .071$1 -- --
\\ p GALV. STEEL CENTER HINGE
\ W/ (4) #14 X 5/8" SMS
�\ WITH DELRON SLEEVE (OPTIONAL) B
LOCK
2/ DOOR
o \
j I 1" W X .15" THK. LATCH
I I I
I\ 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 1008 REGARDING GARAGE' DOORS
.158 DIA. GALV. AIRCRAFT TYPE
CABLE & NICO—PRESS SLEEVE
W/ MIN. 5 TO 1 SAFETY FACTOR
6"X3"X0.1"
STEEL PLATE
WITH (2) #14 X 5/8" SMS
/
p IIIr I
II
I
BRACKET BRACKET
STD. LIFT DOOR LOW HEADROOM
DOOR OPTION
STILE
7-7/8" X 3-1/8" X .010"
STEEL PLATE
WITH (4) #14 X 3/4" SDS
J\I LOCK BAR GUIDES
`L INSTALLED ON END STILE
WITH (4) #14 X 5/8" SMS
.18T X .6W LOCK BAR
ENGAGES IN TRACK
ON EACH SIDE OF DOOR
OUTSIDE KEYED LOCK (OPTIONAL)
LOCK BAR LOCKING SHOWN
ALTERNATE TO SPRING LOADED SLIDE BOLT
LOCKS SHOWN ABOVE
TOP FIXTURE 5-1/2" X 2-3/4" X 0.1"
STEEL PLATE WITH ONE 5/16-18 MS W/ NUT
FASTENED TO END STILE WITH OPTIONAL DOOR VIEWER
(6) #14 X 3/4" SELF DRILLING SCREWS TO BE INSTALLED AT
�CENTERSTILE
CENTER STILE,
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OPTIONAL VENT
/ (3) 5" WIDE AT 7° O.C. MAX.
OPENING AREA NOT TO EXCEED COLONIAL DESIGN
120 SQ. IN.
MAX. DOOR WIDTH
OPTIONAL FLUSH FAC
WOOD GRAIN DESIGN
ems::
INSIDE ELEVATION
RAISED PANEL EMBOSSED DOOR
#14 X 3/4" SELF DRILLING SCREWS MAY BE USED
IN LIEU OF #74 X 5/B" SMS
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 MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE
MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
DAB DOORS INC.
Hurricane Master® Model 824/811
Max. Size 9'-4" X 16'-0" High
With Window Lite Option
E
DESIGN PRESSURE RATING = + 50.0 PSF
— 60.0 PSF
DOOR TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF FLORIDA
BUILDING CODE, TAS-202, TAS-201 & TAS-203 FOR HVH2 AND
ASTM E1886—OS/ASTM E1996-09.
THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT
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-3. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. 1111 p p E I ¢ �
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. _ °° 1,1GBNSLF `®
5. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION o o
® �� 7BHK02
FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY gRppyU,CrV,
OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR -
WATER INFILTRATION RESISTANCE ETC. - •"mC �+it4 the
CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, h m No 17^/c 18°("3
AND TO BE REVIEWED BY BUILDING OFFICIAL. Fag{ mf
6. 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 1709.9,21 -
drawing no.
of
FOR CONNECTION OF WOOD BUCK
TO MASONRY SEE NOTE ON SHEEP 4
SOUTHERN PINE
0.55 S.G. EDG DIST.°
STEEL TRACK BRACKETS
SEE SHEET 3 FOR SPACING
fili"�SIIQ!
STEEL TRACK BRACKET FASTENED
SOLID BRASS DOOR
VIEWER
TO WOOD JAMB WITH
BY 'SCHLAGE SECURITY
HARDWARE'
5/16" X 1-5/8" LAG SCREW
INSTALLED IN 9/16" DIA, HOLES
IN CENTER STILE
(FULLY THREADED)
ON E PER BRACKET
POSITIONED AT EYE
LEVEL
OPTIONAL STOP MOULDING
BY DOOR INSTALLER
114 X G SMS
3/4" X 2" X
2-1/21' X
18 GA. STEEL
6 PER HING
HINGE
E
END STILE, CONNECT TO
PANELS WITH
1/2" X 1-3/4"
X .059" FORMED STEEL
FLAPS
AND 3/16"
ALUM RIVETS
GLUED TO PANEL
AND SECURED TO
SEE
DETAIL ABOVE
END STILE WITH
3/16" POP RIVETS ® 12" O.C.
7/16" PUSHNUT
INSTALLED ON ROLLER SHAFT
STEEL TRACK
14 GA. X 2-t/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. & LOCK NUT
1 -7/8" X 2-5/8" X .045" STEEL
CENTER STILE, GLUED AND RIVETED
TO PANEL W/ (4) 3/16" RIVETS
#14 X 5/8" S.M.S.
4/ HINGE
7-1/2" X .071" GALV. STEEL J
CENTER HINGE
SECTION B—B
INTERIOR SIDE
POP RNETS
END ROLLER HINGE
24 GA. S
ALU
FLAPS BENT OVER PANEL
1 /2" PUNCHED HOLES
0 4" O.C.
ANCHORS AT TRACK BRACKET:
POWER —BOLT BY 'POWERS'
2" MIN. EMBED INTO CONCRETE
MIN. EDGE DISTANCE
DIA, HLC SLEEVE BY 'HILTI'
CDMIN. EMBED INTO CONCRETE OR FILLED
MIN. EDGE DISTANCE INTO CONCRETE
4" MIN. EDGE DISTANCE INTO FILLED BLOCK
EDGE CONCRETE f'c = 3000 PSI MIN.
~DISTANCE C-90 GROUT FILLED BLOCK fm = 2000 PSI MIN.
3/ 6 Ducf$EV
.. a� gv�ie6 the g'
A "ce No t7^d6 `•62y
ate 2
c
ANCHOR TYPE A OR B
/(l) PER BRACKET
SEE SHEET 3 FOR BRACKET SPACING
^—
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
1/4-20 SS BOLT & NUT
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2" `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
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
LOW HEADROOM DOOR \
HORIZONTAL REINFORCEMENT
1 /2" X 1-3/4" X .059" FORMED STEEL 2" X 5-1/2" X .104"
GLUED TO PANEL AND FASTENED TO GALV. STEEL
VERTICAL STILES WITH FASTENED W/ (4) # 14 X 5/8" S.M.S.
(2) 3/16" POP RIVETS TOP ROLLER BRACKET FOR
LOW HEADROOM DOOR OPTION
HORIZOMAL REINFORCEMENT
1/2" X 1-3/4" X .059" FORMED STEEL
GLUED TO PANEL AND FASTENED TO
ZZVERTICAL STILES WITH
(2) 3/16" POP RIVETS
� 5/16" MEETING RIB
1.82" DIA. X .50" ROLLERS
W/ .44 DIA. X 4-1/4" STEM
OPTIONAL INSULATIONS:
BY 'DYPLAST PRODUCTS LLC'
IS0-25 POLY-ISOCYANURATE
DENSITY = 2.0 PCF
N.O.A. #16-1108,04
OR
BY 'CELLOFOAM NORTH AMERICA'
DENSITY = 1.03 PCF
O.A. #15-1203.04
OR
BY 'INSULFOAM LLC'
DENSITY = 0.92 PCF
N.O.A. #17-0221.06
14
GA.
GALV.
STEEL.
ROLLER
HINGES
FASTENED
IN. .024" ROLL FORMED ST
EEL PANEL
DRAWING QUALITY G-40
MIN. YIELD STRENGTH = 34 KSI
WITH PRIMER AND BAKED -ON
POLYSTER PAINTED TOP COAT
APPLIED TO BOTH SIDES OF STEEL
12
GA.
GALV.
STEEL
DOTTOM
BRACKET FASTENED
BOTTOM SEAL OPTIONS
SEE SHEET 4
H
HORIZ. TRACK SUPPORT,
CENTER SUPPORT REOD. ON DOORS
EXgEEDING 8 FT. IN HEIGHT
II A t�
it
q
f
-- HORIZ.
TRACK
LENGTH
= OPENING
HEIGHT
PILL
14 GA. GALV. STEEL TRACK
2 X 2 X 1/8" HORIZ. 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 ml
(2) 1/4-20 X 5/8" BOLT & NUT
VERTICAL TRACK f `_' "
1" X .080"
SECTION A -A
DOOR
* SECTION HEIGHTS
BRACKET PLACEMENTS
HEIGHT
1ST
2ND
3RD
4TH
5TH
Bt
82
B3
B4
B5
86
B7
BS
18"
18"
18"
18"
N/A
1" TO 2"
11-3/4"
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'-O"
21"
21"
21"
21"
N/A
1" TO 2"
11-3/4"
23"
34"
45"
56"
67"
-
7'-6"
18"
18"
18"
18„
18"
1" TO 2"
11-3/4"
23„
34„
45"
56"
67"
78-1/431
21"
18"
1B"
18"
21"
1" TO 2"
11-3/4„
23„
34"
45"
56„
67"
*-SECTIONS ARE NUMBERED
STARTING AT THE BOTTOM
FOR DOORS MORE THAN 8
FT. HIGH, USE ADDITIONAL
TRACK
BRACKETS AT 10" O.C.
2-3/16
HIGH
m TH
� 0)N1/4RE BOLTS B& NUTSD TO TRACK .
m
m
M
m
m
m
TRACK CONFIGURATION
VERTICAL LIFT HIGH LIFT STANDARD LIFT LOW HEADROOM
DOUBLE TRACK
AVAILABLE TRACK OPTIONS
- ®111110 BB/y®
rcoX
•1GDW Sc•692
S4 OF "
Z M h
� Z m
M N
Q N
a 5 0
Doo°a
wN
OUN�
v 0
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Q C C a N
� O
OmN��
O
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m
Jzroaw
QwmiH
R
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N
i
m
M
M
1+�
x
C
)
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a�
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c
o
I
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U
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0
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oz
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-
drawing no
01-09
SECTION A -A
F Z
1-1/2" MIN.
GE DIST.umi
w
!3:
mo
I
I
N3
2BY
wODD
1/4" DIA. LAG SCREWS AT 6" FROM ENDS 2BYWOOD
AND 19" O.C. MAX.
OPTION `A'
OPTION `B'
1 /4" DIA. LAG SCREWS
AT 6" FROM ENDS
AND 19" O.C. MAX.
WOOD BUCK CONNECTION TO WOOD SUBSTRATE (WOOD SPECIFIC GRAVITY SG=o.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.
LAG SCREWS
AT 12' O.C.
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
Id
16" 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
2-1/2 so MIN. EDGE DISTANCE
11-1/2"
1/4" TAPPER BY 'POWERS' WITH SPACING
OF
14" O.C. INTO GROUT FILLED BLOCK WALL,
WITH 1-1/2
IN MIN. EMBED
16" O.C. INTO 3000 PSI CONCRETE, WITH
1-3/4" MIN,
EMBED
1/16" X 2-1/2'
3" MIN. EDGE DISTANCE
FILLET WELDS
3/8" CONFLEX BY 'ELCO' OR
AT 12" O.C. MAX.
3/8" LDT BY 'ITW' WITH SPACING OF
24" O.C. INTO 3000 PSI CONCRETE, WITH
2-1/2" MIN.
EMBED
2" MIN. EDGE DISTANCE
CONTINUOUS ANGLE TRACK
3/8" HLC SLEEVE BY HILTI' WITH SPACING
OF
TO WOOD BUCK
8" O.C. INTO GROUT FILLED BLOCK WALL,
WITH 1-1/4"
MIN, EMBED, 4" MIN.
EDGE DIST.
18" O.C. INTO 3000 PSI CONCRETE, WITH
1-1/4" MIN.
EMBED AND
2-1/2" MIN, EDGE DISTANCE
PREPARATION OF JAMBS BY OTHERS
#8X 1"
SELF DRILLING SCREWS
OR
3/16" 'RIVER' STEEL RIVETS
MULTIGRIP W/ DOME HEAD
AT 48" O.C.
REINFORCEMENT
1-3/4" X .058"
FORMED STEEL
W'STRIP
JRCEMENT I 11
=D STEEL
SELF DRILLING SCREWS
OR
'RIVEX' STEEL RIVETS
MULTIGRIP W/ DOME HEAD
AT 48" O.C.
O
W'STRIP ADAPTER
STEEL
RUBBER W'STRIPPING—� DRUBBER W'STRIPPING
050 "�,040
.224 W IS Ji .534 .700
348
�1.750—�I 1.790—�I !'2®39llCf RE6'[S€�
as a ptyiny with rite Fkwkh
BOTTOM SEAL OPTIONS IhOdinK Ctwk {
Acceptance No )iy 0( IO l~
Ex Date
STEEL STRUCTURE BY OTHERS
MUST SUPPORT THE LOADS IMPOSED
BY OR SYSTEM
a
ANCHOR SPACING
ANCHORS
STRUCTURE
EMBED
SPACING
EDGE DIST.
HLC SLEEVE BY 'HILTI'
CONC.
1-1/4"
8"
1-5/8 Is
3 8" HLC SLEEVE BY 'HILTI'
FILLED BLOCK
1-1 4"
8"
4"
3 8" DYNABOLT BY 'ITW'
CONC.
1-1/2"
8"
2"
3 8" DYNABOLT BY 'ITW'
FILLED BLOCK
1-1 2"
8"
2-1/4"
3/8" POWER —BOLT BY 'POWERS'
CONC.
2"
8"
1-7/8"
3/8" SLEEVE —ALL BY 'SIMPSONS'
CONC.
1-1/2"
8"
1-7/8"
CONCRETE f'c = 3000 PSI MIN,
C-90 GROUT FILLED BLOCK f'm = 2000 PSI MIN.
5/16" DIA. BOLTS
WITH WASHER & NUT
AT 12" O.C. MAX. EDGE
I
Y�CONT,
1-1//4 X 2-1/2" X 14 GA STEEL ANGLE 1 1-1/2"
12 GA. GALV. STEEL
FLAT BRACKETS t3" LONG
AT 12" O.C. IN DOOR OPNG.
AT 18" O.C. ABOVE DOOR OPNG.
CONNECTED TO CONT. ANGLE
SPOT WELDS AT EACH SIDE
ALTERNATE TRACK INSTALLATION
1"X 14 GA.
I�e1JCIN:4iL�tlCl�il��it)•:11i1tl�
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
= (9.33'
X
50
PSF)/2
= 233.3
Lbs
per
Ft.
MAXIMUM
INTERIOR(—)
LOAD
PER
JAMB =
(9.33'
X
60
PSF)/2
= 279.9
Lbs
per
Ft.
tOX5/8"" TRUSS HD.
& LOCK NUT
Z00
r"
am
Z M N
w
F 2 eo
Q � N
IL B
CUNT
°o
O acoN
O NI�/lpm
� Z J N
i W a N
ZN _ m
.1zMaw
Q W 0 W
J
Z
H
N
N
n
m
N
M
V
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O
c
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o
m
Q
a
2
U
p
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o
m
o
C
—
. 0592 ®_
;�® T OR raw ing no.
,� °�
DOOR
PANEL
24 GA.
(.024)
STEEL
MIN.
7/16" DIA. WASHER
#8 X 3/4° SMS
I 0 3/8" FROM ENDS
O �I III ! II II AND 7" O.C. MAX.
I,
I.
I I (4) #8 X 3/4" SMS
I III! II @ 1-3/8" FROM ENDS
III! I AND 6-1/2" O.C. MAX.
I I I
L
IIII
IIII .175 X .062 DEEP
GROOVE
I'I
Ijll
IIII
I!I! 1/4" POLYCARBONATE LEXAN
BY `SABIC INNOVATIVE PLASTICS'
NOA #15-0915.08
o
Ld
In Lj
III I
II Ij
IIII
ICI!
III II
IIII
IIII
!I!j .175 X .062 DEEP
GROOVE
r j
I Ilil I �
II iii 1 �i (4) #8 X 3/4" SMS
11111 j ��� ® 1-3/8 it FROM ENDS
I lii I AND 6-1/2" O.C. MAX.
I'
O I #8 X 3/4" SMS
@ 3/8" FROM ENDS
i I AND 4-1/2" O.C. MAX.
#8 X 3/4" SMS
® 3/8" FROM ENDS
AND 7" O.C. MAX.
A.
WASHER
DOOR PANEL
24 GA. (.024) STEEL MIN.
DOOR PANEL
24 GA. (.024) STEEL MIN.
* PLASTIC COMPLIES WITH
CHAPTER 26 OF FBC
SEE EVIDENCE PAGE
.500 250 a
o
o
m
Z n w
O Z n N
r W Z N
7.765 1.7251-.800
Q d Q
It p p 0
N ro
44 a �W X
Ix FaF. I:u
CvNM
LFns C a o o
* EXTERIOR FRAME * INTERIOR FRAME
0
RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTION Q w Z LL N
LL z (0) P°0
J p (0
Q wl
WONIF W�
INSIDE ELEVATION
RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS
OWINDOW LITES CAN BE IN ANY LOCATION IN DOOR SECTION
.175 X .062 DEEP
GROOVE
EXTERIOR
D.L. OPG.
f
e�c
ofo
a
i
�e 0
drawing no.
01 09
WINDOW WIDTH