HomeMy WebLinkAbout18 x 7 DAB"COUN
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.sov/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 Master Model 824/811 Steel Sectional Garage Door up to 18'-2" Wide w/
Window Lite Option (DP +40.0,44.0 PSF)
APPROVAL DOCUMENT: Drawing No. 05-03, titled "Sectional Garage Door", sheets 1 through 5 of 5,
dated 05/16/2005, with revision G dated 03/05/2015, 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
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 NCA 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 # 14-0814.03 and consists of this page 1 and evidence pages E -I and E-2, as well as
approval document mentioned above.
The submitted documentation was reviewed by Carlos M. Utrera, P.E.
NOA No. 15-0317.01
Expiration Date: March 29, 2017
Approval Date: May 28, 2015
r as/9101!; Page 1
DAB Door Company, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. 05-03, titled "Sectional Garage Door", sheets 1 through 5 of 5, dated
05/16/2005, with revision G dated 03/05/2015, prepared by Al-Farooq Corporation, signed
and sealed by Javad Ahmad, P.E.
B. TESTS "Submitter! under NOA # 09-0128.06"
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, 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-08-2149AB, dated 06/27/2008, signed and sealed by Candido F. Font,
P.E.
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, PE.
"Submitted under NOA # 06-0817.07"
3. Test report of Uniform Static Air Pressure and Force Entry Resistance Test, per FBC, TAS
202-94 on "Sectional Residential Garage Doors", prepared by Hurricane Engineering &
Testing, Inc., Report No. HETI 05-1445, dated 03/18/2005, signed and sealed by Rafael E.
Droz-Seda, P.E.
4. Test report of Large Missile Impact Test, per FBC, TAS 201-94 and Cyclic Wind Pressure
Test per, per FBC, TAS 203-94 on "Sectional Residential Garage Doors", prepared by
Hurricane Engineering & Testing, Inc., Report No. HETI 05-1446, dated 05/11/2005, 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 08/17/1998, signed by W. A.
Jackson, P.E.
C. CALCULATIONS "Submitter! under NOA # 14-0814.03"
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 under NOA # 09-0128.06"
2. Anchor verification calculations prepared by Al-Farooq Corporation, complying with F.B.0
2007, dated 11/21/2008, signed and sealed by Humayoun Farooq, P.E.
4IVIS
Carlos M. Utrera, P.E.
Product Control Examiner
NOA No. 15-0317.01
Expiration Date: March 29, 2017
Approval Date: May 28, 2015
E-1
DAB Door Company, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER)
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 13-0717.01, issued to SABIC Innovative Plastics, for their
Lexan Sheet Products, approved on 11/28/2013 and expiring on 07/17/2018.
2. Notice of Acceptance No. 14-0311.08, issued to Insulfoam, LLC, for their
Insulfoam Expanded Polystyrene Insulation, approved on 08/14/2014 and expiring on
11/29/2017.
3. Notice of Acceptance No. 11-0926.07, issued to Dyplast Products, LLC, for their
Expanded Polystyrene Block Type Insulation, approved on 11/10/2011 and expiring
on 01/11/2017.
4. Notice of Acceptance No. 11-0926.06, issued to Dyplast Products, LLC, for their
Dyplast ISO -C1 Polyisocyanurate Insulation, approved on 11/10/2011 and expiring on
01/11/2017.
5. Notice of Acceptance No. 10-1129.04, issued to 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 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 L Ghia, P.E.
8. Test Report on Self -Ignition Temperature Test, Rate of Burn Test and Smoke Density
Test of "kEHAU non -foam PVC extrusion material', prepared by ETC Laboratories,
Report No. 04-761-15019.0, dated 05/06/2004, signed and sealed by J. L. Doldan, P.E.
F. STATEMENTS "Submitted under NOA # 14-0814.03"
1. Statement letter of code conformance to the 5th edition (2014) FBC and of no financial
interest issued by Al-Farooq Corporation, dated 05/13/2014, signed and sealed by
Javad Ahmad, P.E.
E -2
Carlos M. Utrera, P.E.
Product Control Examiner
NOA No. 15-0317.01
Expiration Date: March 29, 2017
Approval Date: May 28, 2015
n
7-1/2" X 2-1/4" X 18 GA.
GALV. STEEL CENTER HINGE
W/ (4) #14 X 5/8" SMS
WITHOUT DELRON SLEEVE (STD.)
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)
O
7-1/2" X 2-1/4" X .071"
O GALV. STEEL CENTER HINGE
W/ (4) #14 X 5/8" SMS
O WITH DELRON SLEEVE (OPTII
TOP FIXTURE 5-1/2" X 2-3/4" X 0.1"
PUSH NUT _ STEEL PLATE WITH ONE 5/16-18 MS W/ NUT
FASTENED TO END STILE WITH
(6) #14 X 3/4" SELF DRILLING SCREWS
O O \ CENTER STILES
SFF V:H 'A' _7\
10-
DOOR
o
DOOR `
o\
CENTER HINGE �r -1" W X .15 THK. LATCH �I
Iv STANDARD LOCK �\
SPRING LOADED SLIDE BOLT (BOTH SIDES) \ B
` FASTENED W/ (4) #14 X 1/2" S.M.S. `�
-5/8" MIN. LOCK ENGAGEMENT `
CONFORMS TO SECTION 1008 REGARDING GARAGE D062S
.158 DIA.
CABLE &
W/ MIN. 5
6"X3"X0.1"
STEEL PLATE
WITH (6) #14 X 5/8" SMS
0
O
11 O
BRACKET
STD. LIFT DOOR
DOOR
HEIGHT
CONSISTS OF
TOTAL # OF
'U' BARS AT
EACH DOOR
6'-6"
2 SECTIONS 18" 2 SECTIONS 21"
5
6'-9" It SECTION 18° 3 SECTIONS 21"
7' 4 SECTIONS 21" -
7'-6"
5 SECTIONS 18" -
6
7'-9" 4 SECTIONS 18" 1 SECTION 21"
8' 3 SECTIONS 18" 2 SECTIONS 21"
8'-3' 2 SECTIONS 18' 3 SECTIONS 21"
8'-6" 1 SECTION 18" 4 SECTIONS 21"
B'-9" 5 SECTIONS 21" -
9'
6 SECTIONS 18" -
7
9'-3" 5 SECTIONS 18° 1 SECTION 21"
4 SECTIONS 18" 2 SECTIONS 21"
_9'-6"
9'-9" 13 SECTIONS 18"13 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 18" 1 SECTION 21"
8
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"
12'-9"
6 SECTIONS 18" 2 SECTIONS 21"
15 SECTIONS 18' 3 SECTIONS 21"
9
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"
10
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"
15'-9" 9 SECTIONS 21" -
16'
6 SECTIONS 18" 4 SECTIONS 21"
11
BRACKET
LOW HEADROOM
DOOR OPTION
7-7/8" X 3-1/8" X .010"
STEEL PLATE
WITH (4) #14 X 3/4" SDS
OPTIONAL DOOR VIEWER
TO BE INSTALLED AT
ANY CENTER STILX
ENTER STILE -
OUTSIDE
HANDLE]
--
2
10'-0" TO 11'-10°
� I I
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3
14'-0" TO 15'-10°
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OPTIONAL VENT OPTIONAL FLUSH FACE
L (3) 5" WIDE AT 7" O.C. MAX. COLONIAL DESIGN WOOD GRAIN DESIGN L A
OPENING AREA NOT TO EXCEED -
120 SQ. IN. MAX. DOOR WIDTH
ENTER STILE -
OUTSIDE
HANDLE]
END STILE
yLLOCK BAR GUIDES
INSTALLED ON END STILE
WITH (4) #14 X 5/8" SMS
.18T X .6W LOCK BAR
ENGAGES IN TRACK
ON EACH SIDE OF DOOR —CI
STILES
INSIDE ELEVATION
RAISED PANEL EMBOSSED DOOR
#14 X 3/4" SELF DRILLING SCREWS MAY BE USED
IN LIEU OF #14 X 5/8" SMS
DAB DOORS INC.
Hurricane Master® Model 824/811
Max. Size 18'-2" X 16'-0" High
With Window Lite Option
DESIGN PRESSURE RATING = + 40.0 PSF
THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT - 44.0 PSF
GENERAL NOTES
cru Fnl 11 F 'A'
CENTER STILES CONFIGURATION
� OF CENTER STILES
8'-0" 70 9'-10"
2
10'-0" TO 11'-10°
2
12'-0" TO -13110-1 "
3
14'-0" TO 15'-10°
4
15'-1t" TO 18'-2"
- 5
OUTSIDE KEYED LOCK
DOOR WIDTHS
OPTIONAL
LOCK BAR LOCKING SHOWN
W;j
ALTERNATE TO
SPRING LOADED SLIDE BOLT _
0'"
LOCKS SHOWN ABOVE (-
DOOR WIDTHS
14
�1O " "
OTO 11'-10. k 14'-0" TO 15'-10"
DOOR WIDTHS DOOR WIDTHS
1. 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).
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
BUILDING CODE, TAS -202, TAS -201 & TAS -203 FOR HVHZ AND
E1711 I �I
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drawing no
05-03
sheet 1 of 5
1/2" X 1-3/4" X 16 GA.
FORMED TUBE ® TOP
OF EACH PANEL
�. X 2-1/4" X 3/4" X 2"
STEEL U.BAR REINFORCING TRUSS
i FASTENED TO VERTICAL INTERMEDIATE STILES
NO # 14 X 5/8" S.M.S. AND TO END STILE
OUR # 14 X 3/4" SELF DRILLING SCR.
t-1/4" X 3/4" X 2"
L U.BAR REINFORCING TRUSS
0 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.
1ST SECTION (BOTTOM)
REINFORCING TRUSS
TWO AT BOTTOM PANEL
OPTIONAL STOP
BY DOOR
STEEL TRACK BRACKET FASTENED
TO WOOD JAMB WITH
5/16" X 1-5/8" LAG SCREW
(FULLY THREADED)
HEX WASHER HEAD TYPE A
SOUTHERN PINE _
0.55 S.G. _
a"
o/
11 MIN.
1-3/16"
1.9" X 2.19" X 3.3" X .090"
STEEL TRACK BRACKETS
SEE SHEET 3 FOR SPACING
1/2" X 1-3/4" X 16 GA,
OPEN TUBE ® BOTTOM
OF EACH PANEL
#14 X 5/8" SMS
6 PER HINGE
16 GA. X 2-1/4" X 3/4" X 2"
GALV. STEEL U.8AR REINFORCING TRUSS
S FASTENED TO VERTICAL INTERMEDIATE STILES
WO # 14 X 5/8" S.M.S. AND TO END STILE
OUR # 14 X 3/4" SELF DRILLING SCR.
INTERMEDIATE SECTIONS
REINFORCING TRUSS
ONE AT EACH PANEL
PZ. le7:�9C1a[=9ilJi1
FLAPS BENT OVER PANEL
1/2" PUNCHED HOLES
O 4" O.C.
3/16" POP RIVETS
AT 4" O.C.
(6) FOR 21" STILES
(5) FOR 18" STILES
16 GA. X 2-1/4" X 3/4" X 2"
GALV. STEEL U.BAR REINFORCING TRUSS
TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES 0.
W/ TWO # 14 X 5/8" S.M.S. AND TO END STILE
W/ FOUR # 14 X 3/4" SELF DRILLING SCR.
TOP SECTION
REINFORCING TRUSS
ONE AT EACH PANEL
1/2" X 1-3/4" X .058" FORMED STEEL
GLUED TO PANEL AND SECURED TO (4) 3/16"
END STILE WITH 3/16" POP RIVETS ® 12" O.C. POP RIVETS
AND PUNCHED FLAPS
(2) 3/16"
TOP &
3/4" X 1-7/8" X 2-1/2" X .049"
STEEL CENTER STILE,
FOR QUANTITIES SEE SHEET 1
GLUED AND RNETEO TO PANEL
# 14 X 5/8" S.M.S. (2) 3/16
r 4/ HINGE POP RIVET',
STEEL TRACK 7-1/2" X 3" X .071']
14 GA. % 2-1/8" % 1" (STANDARD) GALV. STEEL CENTER
GA. X 3-5/16" X 1-1/2" (OPTIONAL) 7/16"' PUSHNUT HINGE
FASTENED TO TRACK PLATES INSTALLED ON ROLLER SHAFT
W/ 1/4-20 X 5/8" TRUSS HO. INTERIOR SIDE
SLOTTED M.S. & LOCK NUT
SECTION B—B
3/4" X 2" X 2-1/2" X .049" STEEL
END STILE, CONNECT TO PANELS WITH
FLAPS AND (4) 3/16" ALUM RIVETS
SEE DETAIL ABOVE
EDGE
c :.:
-11,7-3/
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STILE
SOLID BRASS DOOR VIEWER
BY 'SCHLAGE 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
7-1/2" X 3" X .071J D `& NUT -20 SS BOLT
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)
FLA. PE # 70592
CA N. 3 38
15
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drawing no.
05-03
sheet 2 of 5
POP RIVETS
2" 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. _
w
z
.090 THK. GALV. STEEL ADJUSTABLE
SLIDE FASTENED TO BRACKET
W/ 5/16-18 X 3/4" HE HEAD
M. SCREWS & NUTS.
TOP BRACKET
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
HORIZ. TRACK SUPPORT,
CENTER SUPPORT READ. ON DOORS
EXREEDING 8 FT. IN HEIGHT
it 11 A I
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
y FASTENED TO TRACK =_
\ WITH (4) 1/4-20 SS. BOLT & NUTS \ HORIZ. TRACK LENGTH = OPENING HEIGHT PLUS 12"
HORIZONTAL REINFORCEMENT \
1/2" X 1-3/4" X .058" FORMED STEEL
GLUED TO PANEL AND FASTENED TO 2" x 5-1/2" X .104"
VERTICAL STILES WITH GALV. STEEL
(2) 3/16" POP RIVETS 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
5/16" MEETING RIB
1.82" DIA. X .50" ROLLERS
W/ .44 DIA. X 4-1/4" STEM
OPTIONAL INSULATIONS:
BY 'DYPLAST PRODUCTS LLC'
EPS -EXPANDED POLYSTYRENE
DENSITY = 1.05 PCF
N.O.A. #11-0926.07
OR
ISO -25 POLY-ISOCYANURATE
DENSITY = 2.0 PCF
—N.O.A. #11-0926.06
OR
BY 'CELLOFOAM NORTH AMERICA'
DENSITY = 1.03 PCF
N.O.A. #10-1129.04
OR
BY 'INSULFOAM LLC'
( DENSITY = 0.92 PCF
\ N.O.A. #14-0311.08
14 GA. GALV. STEEL
ROLLER HINGES FASTENED
W/ (6) #14 X 5/8" SMS
MIN. .024" ROLL FORMED STEEL 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
SECTION A—A
SEE SHEET 2 FOR LOCATION
OF REINFORCING TRUSSES
12 GA. GALV. STEEL
3OTTOM BRACKET FASTENED
NI (4) #14 X 5/8" SMS
BOTTOM SEAL OPTIONS
SEE SHEET 4
W
W
x
0
0
0
0
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-I6 X 3/4" BOLT & NUT
AND TO SPRING SHAFT GUIDE WITH
(2) 1/4-20 X 5/8" BOLT & NUT
VERTICAL TRACK w "
2-1/8" x 1" x .080'
SECTION A—A
DOOR
* SECTION HEIGHTS I BRACKET PLACEMENTS
HEIGHT
1 1ST 12ND 3RD
4TH
5TH I BI B2 B3
1 84
I B5 B6 B7
I B8
C-0"
118"118" 18"
18"
N/Al1" TO 2" 11-3/4" 23"
34"
45" 56" 67"
-
_._
21"118" 18"
21"
N/A 1" TO 2" 11-3/4"' 23"
34"
45" 56" 67"
-
T-0"
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,.
78-1/4"
21" 18" 18„
18"
21" 1" TO 2" 11-3/4" 23"
34"
45" 56" 67"
78-1/4"
*-SECTIONS ARE NUMBERED STARTING AT THE BOTTOM
FOR DOORS MORE THAN 8 FT. HIGH, USE ADDITIONAL TRACK BRACKETS AT 10" O.C.
�� JI STEEL TRACK X 3.3" X .090"
m 2-3/16" HIGH
CONNECTED TO TRACK WITH
) 1/4" BOLTS & NUTS.
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TRACK CONFIGURATION
AVAILABLE TRACK OPTIONS
Engr: JAVAD AHMAD
CIVIL
FLA PE # 70592
C.A.N. 3538
0 2015
LOW HEADROOM
DOUBLE TRACK
FQODUCI' ILEVLSED
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05-03
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DIST. SELF DRILLING SCREWS
2" MIN. OR
'RIVEX' STEEL RIVETSDDDGE DIST. 3/16"
MULTIGRIP W/ DOME HEAD
AT 48" D.C.3N
_
3 REINFORCEMENT
1/2" X 1 - FORMED STEEL
2BY\1/4" DIA. LAG SCREWS 2BY g 1/4" DIA. LAG SCREWS
I SAT 6" FROM ENDS AT 6" FROM ENDS
WOOD BU WOOD BU
AND 12" O.C. MAX. I� AND 12" O.C. MAX.
IL 1
W'STRIP ADAPTER
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.
5/16" X 1-5/8"
LAG SCREWS
AT 12" O.C.
RUBBER W'STRIPPING
050�J�/�`�\�-
.224II�f" �J 534
L— 1.750
STEEL STRUCTURE BY OTHERS
MUST SUPPORT THE LOADS IMPOSED
BY DOOR SYSTEM
REINFORCEMENT
1/2" X 1-3/4" X .058"
FORMED STEEL
#8X 1 -
SELF
SELF DRILLING SCREWS
OR
3/16" 'RIVEX' STEEL RIVETS
MULTIGRIP W/ DOME HEAD
AT 48" O.C.
N O
W'STRIP ADAPTER
RUBBER W'STRIPPING
LL
040
700
.348
1.790
BOTTOM SEAL OPTIONS
I ANCHOR SPACING
ANCHORS STRUCTURE
EMBED
SPACING
EDGE DIST.
3/8" HLC SLEEVE BY 'HILTI' CONE
1-1/4"
g"
2"
3/8" CONFLEX BY 'ELCO' FILLED BLOCK
2"
1 8"
1 3-3/4"
3/8' DYNABOLT BY 'ITW' CONC.
_1 - L/2
2"
1 _8" __
8"
_2-3/4"
2"
3/8" POWER -BOLT BY 'POWERS' CONC.
3/8" SLEEVE -ALL BY 'SIMPSONS' CONC.
1-1/2"
g"
1 3"
CONCRETE Cc = 3000 PSI MIN.
C-90 GROUT FILLED BLOCK I'm = 2000 PSI MIN.
5/16" DIA. BOLTS
WITH WASHER & NUT
WOOD BUCK CONNECTION TO MASONRY °D. AT 12" D.C. MAX. E
DGE DIST.
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
10" O.C. INTO GROUT FILLED BLOCK WALL, WITH 2-1/4" MIN. EMBED
10" O.C. INTO 3000 PSI CONCRETE, WITH 1-3/4" MIN. EMBED
3" 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
10" O.C. INTO 3000 PSI CONCRETE, WITH 1-3/4" MIN. EMBED
3" MIN. EDGE DISTANCE
3/8" CONFLEX BY 'ELCO' OR
3/8" LOT BY 'ITW' WITH SPACING OF
22" O.C. INTO 3000 PSI CONCRETE, WITH 2-1/2" MIN. EMBED
3" 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.
12" 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 = (18.16' X 40 PSF)/2 = 363.2 Lbs per Ft.
MAXIMUM INTERIOR(-) LOAD PER JAMB = (18.16' X 44 PSF)/2 = 399.5 Lbs per Ft.
1/16„ X 2-1/2°.
FILLET WELDS
AT 12" O.C. MAX.
1-1/2"
REVERSE TRACK
TO STEEL
ALTERNATE TRACK INSTALLATION
1-1. 4" X 2-1/2" X 14 GA
CON 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 SIDE
1-1/2"
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
to y�U
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C.A.N. 3530 ND D o a
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L05-03
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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.
21 3/4"
MAX.
WDW. WIDTH
18 1/8"
MAX.
D.L.O.
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#8 X 3/4" SMS O
® 3/8" FROM ENDS
AND 4-1/2" O.C. MAX.1
* PLASTIC COMPLIES WITH
CHAPTER 26 OF FBC
SEE EVIDENCE PAGE
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#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.
21 3/4"
MAX.
WDW. WIDTH
18 1/8"
MAX.
D.L.O.
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#8 X 3/4" SMS O
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AND 4-1/2" O.C. MAX.1
* PLASTIC COMPLIES WITH
CHAPTER 26 OF FBC
SEE EVIDENCE PAGE
INSIDE ELEVATION
RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS
WINDOW LITES CAN BE IN ANY LOCATION IN DOOR SECTION
175 X .062 DEEP
_--,------------
---- ---
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DOOR PANEL EXTERIOR
24 GA. (.024) STEEL MIN.
15/16" MIN. D.L. OPG.
GLAZING BITE
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CIVIL PHODUCC ittVISED a
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RIGID PVC ONE PIECE INJECTION
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INSIDE ELEVATION
RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS
WINDOW LITES CAN BE IN ANY LOCATION IN DOOR SECTION
175 X .062 DEEP
_--,------------
---- ---
--_.
DOOR PANEL EXTERIOR
24 GA. (.024) STEEL MIN.
15/16" MIN. D.L. OPG.
GLAZING BITE
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05-03