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MIAMI•DIADE MIAMI-DARE COUNTY
PRODUCT CONTROL SECTION
BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) 11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474
T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/building
Overhead Door Corporation SCANNED
2501 South State Highway 121, Suite 200 BY
S$. Lucie County.
Lewisville, TX 75067
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 BNC -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 On 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. BNC.
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: Series 170/180, 9' Wide Steel Sectional Garage Door
APPROVAL DOCUMENT: Drawing No. 411055, titled "Series 170, 180WL WS9, 9' Max. Wide", sheets
1 through 3 of 3, dated 08/09/11, prepared by Overhead Door Corporation, signed and sealed by LeRoy
Krupke, P.E., bearing the Miami -Dade County Product.Control approval stamp with the NOA number and
approval date by the Miami -Dade County Product Control Section.
MISSILE IMPACT RATING: Large & Small Missile Impact Resistant
LABELING: A permanent label with the manufacturer's name or logo, manufacturing address,
model/series number, the positive and negative design pressure rating, indicate impact rated if applicable,
installation instruction drawing reference number, approval number (NOA), the applicable test standards,
and the statement reading 'Miami -Dade County Product Control Approved' is to be located on the door's
side track, bottom angle, or inner surface of a panel.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal.of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed
_hv_the.exniration date may be disolaved in advertisine literature. Ifanv Dortion of the NOA is disalaved,
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 consists of this page 1, 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: 11-0211.03 .
MIAMMADE COUNY Expiration Date: September 08, 2016
Approval Date: September 08, 2011
Page 1
Overhead Door Corporation
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. 411055, titled"Series 170, 180WL WS9, 9' Max. Wide", sheets 1
through 3 of 3, dated 08/09/11, prepared by Overhead Door Corporation, signed and
sealed by LeRoy Krupke, P.E.
B. .TESTS
1. Test report on: 1)Uniform Static Air Pressure Test, per FBC, TAS 202-94
2) Large Missile Impact Test, per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading Test, per FBC; TAS 203-94,
along with marked -up drawings of a 9'x 7' Model 8024/8124 Galvanized Steel
Sectional Door System, prepared by Certified Testing Laboratories, Inc., Test Report
No. CTLA 2047W-3, dated 05/21107, signed and sealed by Ramesh Patel, P.E.
2. Test report on: 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94
2) Large Missile ImpaciTest, per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading Test, per FBC, TAS 203-94,
along with marked -up drawings of a 9'x 7' Model 8024/8124 Galvanized Steel
Sectional Door System with Impact Resistant Glazing, prepared by Certified Testing
Laboratories, Inc., Test Report No. CTLA 2049W-2, dated 11/09/07, signed and.
sealed by Ramesh Patel, P.E.
3. Test report on Forced Entry Resistance per FBC, TAS 202-94 of a 16'xT Series 180
Sectional Residential Steel Door, prepared by Hurricane Engineering 8c Testing, Inc.,
Test Report No. HETI-01-1016, dated 05126/01, signed and sealed Arshad Viqar, P.E.
4: Test report on Tensile Test,. per ASTM E8 on embossed steel, prepared by Certified
Testing Laboratories, Inc., Report No. CTLA 1672W, dated 05/22/07, signed and
sealed by Ramesh Patel, P.E.
- -5. Test report on -salt spray exposure, per-ASTM B117 on G30, G40 and G90 coupons,
prepared by Environmental Testing Laboratory, Inc, Report No. 9100550287, dated
03/13/06, signed by Brady Richard.
Door Engineering, dated 02/08111, signed and sealed by LeRoy Krupke, P.E.
Ar-30LI,
Carlos M. Utrera, P.E.
Product Control Examiner
NOA No 11-0211.03
Expiration Date: September 08, 2016
Approval Date: September 08, 2011
E-1
Overhead Door Corporation
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
D. MATERIAL CERTIFICATIONS
1. Test report on Self Ignition Temperature per ASTM DI 929 of EPS foam plastic, -
prepared by Omega Point Laboratories, dated 05/17/91, signed by William E. Fitch,
P.E.
2. Test report on Surface Burning Characteristics (Flame Spread and Smoke Density
Index) per ASTM E84 of EPS foam plastic, prepared by Omega Point Laboratories,
dated-07/30/01, signed by William E. Fitch; P.E.
3. Notice of Acceptance No. 10-0329.03, issued to Sheffield Plastic, Inc., for their
Makrolon Polycarbonate Sheets, approved on 07/07/10 and expiring on 08/27/12.
E. QUALITY ASSURANCE
1. Miami -Dade Building and Neighborhood Compliance Department (BNC)
F. STATEMENTS
1. Statement letter of code conformance to 2007 FBC issued by Overhead Door
Corporation, dated 02/08111, signed and sealed by LeRoy Krupke, P.E.
--- ----- - 2: No -financial -interest letter issued by Overhead Door Corporation, dated 08108/11,
signed and sealed by LeRoy Kmpke, P.E.
Carlos M. Utrera, P.E.
.Product Control Examiner
NOA No 11-0211.03
Expiration Date: Septembeim 08, 2016
Approval Date: September 08, 2011
E-2
P NOTES'
g IMPACT
1CT RESISTANT GLAZING SYSTEM
MAY BE INSTALLED IN TOP OR
INTERMEDIATE SECTION (WITH OR WITHOUT
DECORATIVE INSERTS). GLAZING SHALL
BE 1/4' MAKROLON-AR POLYCARBONATE
(MIAM1-DADE NOA A10-0329,03) OR
EQUAL MAXIMUM GLAZING DIMENSIONS
SHALL BE 1&56' x 12.26". SEE DETAIL
A ON SHEET 2 FOR ASSEMBLY DETAILS.
2. VINYL OR WOOD DOOR STOP NAILED A
MAXIMUM OF 5" O.C. MUST OVERLAP TOP
AND BOTH ENDS OF PANELS MINIMUM
7/1V TO MEET NEGA71YE PRESSURES.
3. KEY LOCK, 910E LOCK, OR OPERATOR
REQUUMD.
4. SECTION STEEL TO HAVE A MINIMUM
24 CA THICKNESS WITH A MINIMUM G40
COATIHG AND A MINIMUM YIELD STRENGTH
OF 33.8 KSL
S. THE DESIGN OF THE SUPPORTING
STRUCTURAL ELEMENTS SHALL BE THE
RESPONSIBILITY OF THE PROFESSIONAL
OF RECORD FOR THE BUILDING OR
STRUCTURE AND IN ACCORDANCE WITH
CURRENT BUILDING CODES FOR THE
LOADS LISTED ON THIS DRAWING.
6. WOCO-SUBSTRATE FOR DOOR JAMB IS
TO BE MINIMUM 2x6 NO. 3 SOUTHERN
PINE, REFER TO SHEET 3 FOR
ATTACHI.IENT TO SUPPORTING STRUCTURE.
FOR DIRECT MOUNTING OF JAMB
BRACKETS TO OTHER SUBSTRATES SEE
JAMB DETAIL SHEET 2. FOR MOUNTING OF
CONTINOUS WALL ANGLE, SEE CONTINOUS
WALL ANGLE DETAIL SHEET 3.
7. FOR LOW HEAD ROOM LIFT
CONDITIONS, TOP BRACKET SHALL BE A
13 GA LHR 7/4 TOP BRACKET WITH A
MINIMUM OF (3) 1/4-14x7/8' SELF
DRILLING CRIMPTITE SCREWS IN LIEU OF
THE BRACKET SHOWN ON THIS DRAWING
U-BAR ON TOP SECTION SHALL BE
NSTALLED ON TOP OF LHR TOP
BRACKETS.
S. LOUVERS MAY BE INSTALLED ON THE
DOOR IF THE TOTAL AREA OF THE
LOUVER DOES NOT EXCEED 60 SQUARE
INCHES
9. IN LIEU OF THE SHORT PANEL
EMBOSSMENT SHOWN, LONG PANEL
EMBOSSMENT, OR NO EMBOSSMENT MAY
8E USED.
-SUPERIMPOSED DESIGN- PRESSURE
LOADS ON SUPPORTING STRUCTURE
DOOR
WIDTH
DOOR
HEIGHT
UNIFORM LOAD EACH JAMB (PLF)
8-0
ALL
+184.0 -20&0 --
9'-0"
ALL
+207.0 -234.0
APPROVED DESIGNS
MODEL
CONFIGURATION
DESIGN
EMBOSSMENT
173
SHORT PANEL
174
LONG PANEL
175
FLUSH
183
SHORT PANEL- INSULATED •.
184
LONG PANEL- INSULATED
185
FLUSH - INSULATED -
• INSULATION IS EXPANDED POLYSTYRENE IN
COMPLIANCE WITH 2612.3.1.1 OF THE FBG
13 GA ROLLER SLIDE ATTACHED TO
BRACKET WITH 5/16-18 BOLT & NI
IN CENTER SLOT AND 1/4-20x9/1E
TRACK BOLT & 1/4-20 HEX NUT
THROUGH ANY TWO ALIGNING HOLE:
13 GA COMMERCIAL 'A' FRAME '
TOP BRACKET ATTACHED WITH
(4) 1/4-147/8' SELF
DRILLING CRIMPTITE SCREWS -
ADD (2) 1/4-140/8'
SELF DRILLING CRIMPTITE SCREWS
QNSIDE OF EACH END HINGE 16 C+,
2" NYLON WINDLOAD ROLLER \/
WITH 4-1/2' STEM
14 GA WIDE BODY END
HINGE ATTACHED WITH (4)
1/4-14x7/8' SE1.- DRIWMG
CRIMPTITE SCREWS
18 GA NARROW BODY
INTERMEDIATE HINGE
ATTACHED WITH (4)
1/4-14x7/8" SELF DRILLING
CRIMPTITE SCRENS
14 GA BOTTOM -BRACKET
ATTACHED WITH (2)
1/4-14x7/8' SELF DRILLING
CRIMPTITE SCREWS AND (1)
1/4-144/8' SELF DRILLING
TAMPER RESISTANT SCREW��
_ JAMB BRACKET SCHEDUL
DOOR
HEIGHT
N0. OF
SECTIONS
BRACKETS
(EACH JAMB)
_ _ - - --BRACKET
ET
OF TRAI
6'-6
4
7
2 JB-US
, 10 JB-US , 21-3 4 JB-US , 29-3 4 JB
7'-0'
4
7
2 JB-US
. 10 JB-US , 21-3 4 .0-US . 29-3 4 JB
7-
5
8
2 JB-L 5 . 10 JB-US . 18-3 h JB-US . 26-3 4 JB
8
9-
8-0
SEE NOTE BELOW
ALL DOORS
0
WITH DECORATIVE OVERLAY REQUIRE USE OF CONTINUOUS
ATINGS
X
APPROVED SIZES
onff
DESIGtSS Buv"�P2E�PSF): 46/-52
MAX WIDTH: 9'
MAX HEIGHT: 14'
IMPACT/CYCLIC RATED: YES (HVHZ)
MAX SECTION HEIGHT: 21
SER
R NOTES '
(18) t3/MIN- / • '
STAINLESS SCREIYS WITH
STAINLESS BACKED _
RUBBER WASHERS—�----
1/4' POLYCARBONATE
1
., FACER STEEL
OPTIONAL 1 I V/ /47
NON—DECORATIVEINTURALNERINNER ll__—J� / MIN EDGE DIS
WINDOW TRIM
DETAIL A- -A
3/8' SIMPSON TITEN HD,
2-3/_4'_MIN EA+BEO INTO_ _
MIN 2000 PSI CONCRETE
FOR EACH JAMB
BRACKET LOCATION
JAMB BRACKET. _ _
1 0xg/18'
TRACK BOLT AND
1/4-20 HEX NU
TRACK
CONCRETE MOUNTING DETAIL
t
1-5/8' 7!g( POLYSTYRENE INSUtAT10 HIPS BACKER
i
�24ga EXTERIOR STEEL
SECTION CUTAWAY FOR 180 SERIES '
D NOTES`
MAX SPACING OF ANCHOR
13 GA MIN
TRACK
3/8" SIMPSON TTEN 3/8"
-
CONTINUOUS
°
HD SCREW ANCHOR TO NO SA
LICE PLATE WALL ANGLE .-
° ••
MINIMUM 2000 PSI MINIM
. —
-
CONCRETE
GRO(SEE NOTE 1 BELOW) - (SEE (SEE.
14'
° (3) 1/4"-20 TRACK
24
MAX
MIN 11 GA
CLIP
•
OR CARRIAGE BOLT
_
WITH 1/4"-20 NUT
1. BASED ON 3/8" SIMPSON 1
T
t
7YPICPL
_
C11P
MINIMUM EMBEDMENT DEPTH OF
2. BASED ON 3/6" SIMPSON i
BOLTNG
DETAIL
A MINIMUM EMBEDMENT DEPTH
-
- CONCRETE MASONRY UNTS SHI
3. BASED ON 3/8- DIAMETER X
12'
RSW
INTO SEASONED DRY WOOD SUF
MAX
0.28"
p MIN 11 GA CUP
4. PROVIDE QUANTITY OF SCRI
2
TABLE WITH A MINIMUM OF 1HR
AT TOP AND BOTTOM OF JAMB
12- J--SEE
MAX1
CUP DETAIL - 1
�/ THIS SHEET 1
1/$-20 TRACK
8. LOAD PER JAMB CALCULAII
SAFETY
8. CHART INCLUDES SAFETY
} 13 GA MIN \
CONTINUOUS
OR CARRIAGE BOLT
OR
WITH 1/4"-20 NUT
E
7. DOOR JAMB TO BE MIMMUk
8. DESIGN OF THE SUPPORTS
WALL ANGLE
DESIGNED FOR 7HE LOADS LIST
12'
TRACK
SCREW ANCHORS OR LAG S(
' MAX
TYPICAL
WELDING
CLIP9.
DETAIL
3//4'
2EDGE
MAX
MIN D1ST
MIN 2 LAG SCREW INTO 2 GE IST
MIN 2 x 8 LUMBER AT EDGE DIST
EACH HOLE LOCAl10N
IY
MAX
TRACK ' ° ' ° , _ °• :a
MAX.
T6"
CLIPS TO BE EITHER 3/8" SIMPSON TITEN
BOLTED OR WELDED.
SEE HD. 2-3/4" MIN
DETAILS THIS PAGE EMBED INTO MIN CONTNUOUS WALL ANGLE
2000 PSI CONCRETE 1/4-20x9/18" TRACK BOLT
FOR EACH HOLE f—AND 1/4-20 HEX NUT— _
®CONTINOUS WALL ANGLE DETAILS
MAXIMUM
SPACING
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