HomeMy WebLinkAboutProduct ApprovalM 11AM hDADE 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.eov/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 9'-4" Wide w/
Window Lite Option (DP +50.0,-60.0 PSF)
APPROVAL DOCUMENT: Drawing No. 01-09, titled "Sectional Garage Door", 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., 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
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 # 15-0317.02 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. 16-0330.02
Expiration Date: August 9, 2021
Approval Date: June 23, 2016
gp ! Page 1
DAB Door Company, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. 01-09, titled "Sectional Garage Door", 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 # 09-0128.04"
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 a DAB 824 24 GA
Sectional Garage Door with Fixed Windows, prepared by Hurricane Engineering &
Testing, Inc, Test Reports No. HETI-08-2149A/B, dated 06/27/2008, signed and
sealed by Candido F. Font, P.E.
"Submitted under NOA # 09-0128.04"
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 # 01-0516.03"
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 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.
Carlos M. Utrera, P.E.
Product Control Examiner
NOA No. 16-0330.02
Expiration Date: August 9, 2021
Approval Date: June 23, 2016
E-1
DAB Door Company, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS "Submitted under NOA # 14-0814.04"
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 under NOA # 09-0128.04"
2. Anchor verification calculations prepared by AI-Farooq Corporation, complying with F.B.0
2007, dated 12/19/2008, 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. 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
Insulfcam 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. 15-1203.04, issued to Cellofoam North America hie, 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. 14ETI 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.
S. 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 the 5" edition (2014) FBC and of no financial interest
issued by Al-Farooq Corporation, dated 03/21/2016, signed and sealed by Javad hmad, P.E.
Carlos M. Utrera, P.E.
Product Control Examiner
NOA No. 16-0330.02
Expiration Date: August 9, 2021
Approval Date: June 23, 2016
E -2
DOOR HEIGHT
CONSISTS OF
6'-6"
2 SECTIONS 18" 2 SECTIONS 21"
6,-9"
1 SECTION 18" 1.3 SECTIONS 21-
1"7'
7 .
4 SECTIONS 21"1-
7'-3"
- -
7'-6"
5 SECTIONS 18" —
T-9"
4 SECTIONS 18" 1 SECTION 21"
8'
13 SECTIONS 18" 2 SECTIONS 21"
8'-3'
j2 SECTIONS 18" 3 SECTIONS 21"
8'-6"
1 SECTION 18" 4 SECTIONS 21"
W-9"
5 SECTIONS 21" —
9'
,6 SECTIONS 18" —
9'-3"
5 SECTIONS 18" i SECTION 21"
9'-6"
�4 SECTIONS 18" 2 SECTIONS 21"
9'-9"
3 SECTIONS 18" 13 SECTIONS 21-
10,
2 SECTIONS 18" 14 SECTIONS 21-
10'-3"
1 SECTION 18" 5 SECTIONS 21"
10'-6"16
SECTIONS 21" —
10'-9"
6 SECTIONS 18" 1 SECTION 21"
11'
15 SECTIONS IS' 2 SECTIONS 21"
1P-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"
J6 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" 15 SECTIONS 21"
13'-6"
2 SECTIONS 18-16 SECTIONS 21-
13,-9"
1 SECTION 18" 17 SECTIONS 21"
14'
e SECTIONS 21" -
14'-3"
6 SECTIONS 18" 3 SECTIONS 21"
14'-6"
5 SECTIONS 18" 4 SECTIONS21"
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"
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)
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GALV. STEEL CENTER HINGE
\\ O W/ (4) #14 X 5/8" SMS
\\ WITH DELRON SLEEVE (OPTIONAL) B
` LOCK
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1 1" W X .15" THIN. LATCH /
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\\ 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
.15B DIA. GALV. AIRCRAFT TYPE
CABLE & NICO -PRESS SLEEVE-
W/ MIN. 5 TO 1 SAFETY FACTOR
I
1
6" X 3" X 0.1" 1
STEEL PLATE---'
WITH (2) #14 X 5/8" SMS
CENTER
OUTSIDE
HANDLE
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BRACKET BRACKET
STD. LIFT DOOR LOW HEADROOM
DOOR OPTION
7-7/8" X 3-1/8" X .010"
STEEL PLATE
WITH (4) #14 X 3/4" SDS
END STILE
J\� LOCK BAR GUIDES
'L INSTALLED ON END STILE
WITH (4) #14 X 5/8" SMS
.18T X .5W LOCK BAR
ENGAGES IN TRACK
ON EACH SIDE OF DOOR
OUTSIDE KEYED LOCK (OPTIONAL)
LOCK BAR LOCKING SHCWN
ALTERNATE TO SPRING LOADED SLIDE BOLT
LOCKS SHOWN ABOVE
TOP FXTURE 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 r TO BE INSTALLED AT
J CENTER STILE
CENTER STILE / 5- WIDE
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AREA NOT TO EXCEED � WOODGRAIN
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120 SQ. IN. COLONIAL DESIGN
I MAX. DOOR WIDTH
FUC
GRANDE5IGN
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INSIDE ELEVATION
RAISED PANEL EMBOSSED
THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT
GENERAL NOTES
1, THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE 2014 (5TH EDITION) FLORIDA BUILDING CODE 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
ASTM E18B6-O5/ASTM E1996-09.
DOOR
IN LIEU OF #14LX DRILLING S CREWS MAY 8E USED
DAB DOORS INC.
Hurricane Master® Model 824/811
Max. Size 9'-4" X 16'-0" High
With Window Lite Option
D
DESIGN PRESSURE RATING = + 50.0 PSF
- 60,0 PSF
PRODUCT RENEWED
as complying with the Florida
Building Code
NOA-No. 16-0330.02
Expiration 08/09/2021
By
Miami-D3dddddd� Product Control
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FOR CONNECTION OF WOOD BUCK
TO MASONRY SEE NOTE ON SHEET 4
SOUTHERN PINE_
\ 0.55 S.G. EDG DIST.°
1-3/16-
1,9" X 2.19" X 3.3" X .102"
STEEL TRACK BRACKETS
SEE SHEET 3 FOR SPACING
1 1/2" MIN.
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)
I'll oro ..n111 POSITIONED AT EYE LEVEL
OPTIONAL STOP MOULDING
BY DOOR INSTALLER
//14 X 5/8" SMS 3/4" X 2- X 2-1/2" X 18 GA. STEEL
6 PER HINGE 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.
1-7/8" X 2-5/8" X .045" STEEL
-CENTER STILE, GLUED AND RIVETED
TO PANEL W/ (4) 3/16" RIVETS
POP RIVETS -1,
/{14 X 5/8" S.M.S. /J\
4/ HINGE
7/16" PUSHNUT
INSTALLED ON ROLLER SHAFT
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. & LOCK NUT
7-1/2" X .071" GALV. STEEL J
CENTER HINGE
SECTION B-8
INTERIOR SIDE
7-1/2" X 3" X .071"
END ROLLER HINGE
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ANCHORS AT TRACK BRACKET:
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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
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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
�ZCW/ 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
HORIZONTAL REINFORCEMENT
1/2" X 1-3/4" X .059" FORMED STEEL
GLUED TO PANEL AND FASTENED TO
VERTICAL STILES WITH
(2) 3/16" POP RIVETS
5/16" MEEFING RIB
1.82" DIA. X .50" ROLLERS
(� �W/ .44 DIA. X 4-1/4" STEM
OPTIONAL INSULATIONS:
BY 'DYPLAST PRODUCTS LLC'
EPS-EXPANOEO 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 `OELLOFOAM NORTH AMERICA'
DENSITY = 1.03 PCF
N.OA. #15-1203.04
OR
BY 'INSULFOAM LLC'
DENSITY = 0.92 PCF
N.O.A_ #14-0311.08
14 GA. GALV. STEEL
ROLLER HINGES FASTENED
W/ (4) #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
HORIZ. TRACK SUPPORT,
CENTER SUPPORT REQD. ON DOORS
EXFEEOING 8 FT. IN HEIGHT
II II A `7
A.. -J
HORIZ. TRACK LENGTH = OPENING HEIGHT PLUS 12"
4 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
(2) 1/4-20 X 5/8" BOLT & NUT
VERTICAL TRACKf v "
2-1/8" X 1" X .080'
SECTION A -A
DOOR
* SECTION HEIGHTS
BRACKET PLACEMENTS
HEIGHT
1ST'2ND
3RD14TH
5TH
B1 B2
B3
B4
95
B6
87 BS
6'-0"
13"118"
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'-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"
8'-0'
21"I18"
18" 18"
21"
1" TO 2" 11-3/4"
23"
34"
45"
56"
67" 78-1/4'"
*-SECTIONS ARE NUMBERED STARTING AT THE 1301 IUM
FOR DOORS MORE THAN 8 FT. HIGH, USE ADDITIONAL TRACK BRACKETS AT 10" O.C.
1.9"X 2.19'X 3.3"X.090"
STEEL TRACK BRACKETS
2-3/16" HIGH
CONNECTED TO TRACK WITH
0) 1/4" BOLTS & NUTS
VERTICAL LIFT HIGH LIFT STANDARD LIFO
AVAILABLE TRACK OPTIONS
LOW HEADROOM
DOUBLE TRACK
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eet 3
12 GA. GALV. STEEL
BOTTOM BRACKET FASTENED
W/ (4) #14 X 5/8" SMS
PRODUCT RENEWED
as complying with the Florida
-
-/
Building Code
NOA-No. 16-0330.02
O
BOTTOM SEAL OPTIONS
=
SEE SHEET 4
Expiration t008109/2021
_
By
Miami -6e Product Control
SECTION A -A
LOW HEADROOM
DOUBLE TRACK
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drawing no -
01 -09
eet 3
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.
#8 X 1
_ _
ANCHORS STRUCTURE
EMBED
SPACING EDGE DIST.
SELF DRILLING SCREWS
1-1/4"
8"
2" MIN.
OR_3
1-1 4"
e" _
DIST.
I/EDGE
16" 'RIVEX' STEEL RIVETSmGE
m
GROUTED REINFORCED MASONRY BLOCK WALL OR CONC. COLUMN WITH
all
I'
1
MULTIGRIP W/ DOME HEAD
o m\y
1/4" ULTRACON BY 'ELCO' WITH SPACING OF
2-1/4"
o AT 48" O.C.
3vi w
j
16" O.C. INTO GROUT FILLED BLOCK WALL, WITH 2-1/4" MIN. EMBED
mo
w3
1-1 2"
8"
.-
REINFORCEMENT
1/2" X 1-3/4" X .058"
11-1/2"
FORMED STEEL
1/4" DIA. LAG SCREWS
1/4" DIA LAG SCREWS
2BY
WOOD BU
AT 6" FROM ENDS2BY
W000 BU
AT 6" FROM ENDS
1/16" X 2-1/2
I
1 AND 19" O.C. MAX.
I AND 19" O.C. MAX.
3/8" CONFLEX BY 'ELCO' OR
1
1
W'STRIP ADAPTER_
24" O.C. INTO 3000 PSI CONCRETE, WITH 2-1/2" MIN. EMBED
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.
5/16" X 1-5/8"
LAG SCREWS
AT 12' O.C.
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 = (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_
RUBBER
STEEL STRUCTURE BY OTHERS
MUST SUPPORT THE LOADS IMPOSED
BY DOOR SYSTEM
REVERSE TRACK
TO STEEL
REINFORCEMENT
1/2" X 1-3/4" X .058"
FORMED STEEL
#8 X V.
SELF DRILLING SCREWS
OR
3/16" 'RIVEX' STEEL RIVETS
MULTIGRIP W/ DOME HEAD
AT 48" O.C.
Im
W'STRIP ADAPTER
STEEL
W'STRIPPING
.224 534
5/16" DIA. BOLTS
WITH WASHER & NUT
AT 12" D.C. MAX.
040
700
.348
BOTTOM SEAL OPTIONS
ANCHOR SPACING
WOOD BUCK CONNECTION TO MASONRY
_ _
ANCHORS STRUCTURE
EMBED
SPACING EDGE DIST.
3/8" HLC SLEEVE BY 'HILTI' GONG.
1-1/4"
8"
1-5/8"
PRESSURE TREATED 2X6 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO
1-1 4"
e" _
4"
3/8" DYNA13OLT BY 'ITW' CONC.
GROUTED REINFORCED MASONRY BLOCK WALL OR CONC. COLUMN WITH
all
I'
1
3/B" DYNABOLT BY 'ITW' FILLED BLOCK
1-1Z2" I
1/4" ULTRACON BY 'ELCO' WITH SPACING OF
2-1/4"
3/8" POWER -BOLT BY 'POWERS' I CONC.
2"
16" O.C. INTO GROUT FILLED BLOCK WALL, WITH 2-1/4" MIN. EMBED
3 8 SLEEVE -ALL BY 'SIMPSONS' CONC.
1-1 2"
8"
1-7/8"
16" O.C. INTO 3000 PSI CONCRETE, WITH 1-3/4" MIN. EMBED
2-1/2" 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" 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" LET 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" D.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
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_
RUBBER
STEEL STRUCTURE BY OTHERS
MUST SUPPORT THE LOADS IMPOSED
BY DOOR SYSTEM
REVERSE TRACK
TO STEEL
REINFORCEMENT
1/2" X 1-3/4" X .058"
FORMED STEEL
#8 X V.
SELF DRILLING SCREWS
OR
3/16" 'RIVEX' STEEL RIVETS
MULTIGRIP W/ DOME HEAD
AT 48" O.C.
Im
W'STRIP ADAPTER
STEEL
W'STRIPPING
.224 534
5/16" DIA. BOLTS
WITH WASHER & NUT
AT 12" D.C. MAX.
040
700
.348
BOTTOM SEAL OPTIONS
ANCHOR SPACING
_ _
ANCHORS STRUCTURE
EMBED
SPACING EDGE DIST.
3/8" HLC SLEEVE BY 'HILTI' GONG.
1-1/4"
8"
1-5/8"
3Z8- HLC SLEEVE BY 'HILTI' FILLED BLOCK
1-1 4"
e" _
4"
3/8" DYNA13OLT BY 'ITW' CONC.
1-1 2"
all
2"
3/B" DYNABOLT BY 'ITW' FILLED BLOCK
1-1Z2" I
8"
2-1/4"
3/8" POWER -BOLT BY 'POWERS' I CONC.
2"
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.
1-1/4" X 2-1/2" X 14 GA
CONT. STEEL ANGLE
1-1/2"
12 GA, GALV. STEEL -
FLAT BRACKETS t3" LONG 2-1/8" X 1" X 14 GA.
AT 12" O.C. IN DOOR OPNG. GALV. STEEL TRACK
ASTENED TO TRACK PLATES
AT 18" O.C. ABOVE DOOR OPNG. H
CONNECTED TO CONT. ANGLE SLOTTED 1M.S. &XLOCK NUTS HD.
W/ (3) SPOT WELDS AT EACH SIDE 3
CONTINUOUS ANGLE TRACK
TO CONCRETE AND FILLED BLOCK
ALTERNATE TRACK INSTALLATION
PRODUCT RENEWED
as complying with the Florida
Building Code
NOA-No. 16-0330.02
Expiration D to 08/09/2021
By
Miami-DbdbProduct Control
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01-09
'' /f, I��� I��``` sheet _40f 5
DOOR PANEL
24 GA. (.024) STEEL MIN.
7/16" DIA. WASHER
#8 X 3/4" SMS
® 3/8' FROM ENDS
AND 7" O.G. MAX.
(4) #8 X 3/4" SMS
® 1-3/8" FROM ENDS
AND 6-1/2" O.C. MAX.
175 X .062 DEEP
1/4" POLYCARBONATE LEXAN
BY 'SABIC INNOVATIVE PLASTICS'
NOA #15-0915.06
.175 X .062 DEEP
GROOVE
(4) #8 X 3/4" SMS
® 1-3/8" FROM ENDS
AND 6-1/2" O.C. MAX.
#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.
#8 X 3/4" SMS
® 3/8" FROM ENDS
AND 4-1/2" O.C. MAX.
DOOR PANEL
24 GA. (.024) STEEL MIN.
* PLASTIC COMPLIES WITH
CHAPTER 26 OF FBC
SEE EVIDENCE PAGE
.500 250
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* EXTERIOR FRAME * INTERIOR FRAME C m in
RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTION ¢1 7
Z=
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C5 ID
LU r
INSIDE ELEVATION
RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS
WINDOW LITES CAN BE IN ANY LOCATION IN DOOR SECTION
.175 X .062 DEEP
GROOVE I
EXTERIOR
6" MIN. D.L. OPG.
PRODUCT RENEWED
as complying with the Florida
Building Code
NOA-No. 16-0330.02
Expiration D08/09/2021
fjR
By ISS✓
Miami -13 d Product Control
I.. ATE OF _GIe�T
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drawing no.
01-09