HomeMy WebLinkAboutNOAMIAMI- ADE MIAMI-DADECOUNTY
0 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.aoy/econemv
Amarr Garage Doors dba Entrematic
165 Carriage Court
Winston-Salem, NC 27105
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: Series 2400 and 2000 Steel Sectional Garage Door up to 10'-2" Wide with Optional
EPS Insulation
APPROVAL DOCUMENT: Drawing No. IBC-2410-195-24-I, titled "Model 2400 and Model 2000",
sheets 1 through 3 of 3, dated 06101/2016, prepared by Aman• Garage Doors, signed and sealed by Thomas L.
Shelmerdine, P.E. on 01/12/2017, 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 negative ce of this product.
TERMINATION of this NOA will c wed there has been a revision or change in the
materials, use, and/or manufacture o s. Misuse o this NOA as an endorsement of any product, for
sales, advertising or any other purpe tomatiMlyctermin is NOA. Failure to comply with any section of
this NOA shall be cause for termina o moval oFMOk odaeama
ADVERTISEMENT: The NOA n g{ � e f the words M ami-Dade County, Florida, and followed by the
oPY ar enerdl
expiration date may be displayed in &trtlshigli a .th °j� on of the NOA is displayed, then it shall be done
in its entirety. - general compliance nigh tie information given
in the Conaana�t currents..
INSPECTION: A copy of this a NOA stiat6 t>N513d s m "� e r by the manufacturer or its distributors and shall
be available for inspection at the jo sg`ilt �tuest�fftire w o Official.
This NOA revises # 1670801.07 usm ata_g 1e o� �ap( d evidence page E-1 & E-2, as well as approval
document mentioned above. w,ea not nc udis ap4p�roval of an essambtr of
VM. the item is e
The submitted documentation w sRd ]Ape a, P.E.
nr me fmste; informetion the' NOA No. 17-1010.18
perNna a�Iely td the fabncaton processes a
MIAM4nADECOUNTY mthameens;nAoda,mcnnituas,�quennea Expiration Date: February 9,2022
d� c ad ao oo ahicti_' O di" " Approval Date: December 21, 2017
�l Peda & ILE COPY Page l
Amarr Garage Doors dba Entrematic
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. Evidence submitted in previous files
A. DRAWINGS
1. Drawing No. IBC-2410-195-24-I, titled "Model 2400 and Model 2000", sheets 1
through 3 of 3, dated 06/01/2016, prepared by Amarr Garage Doors, signed and sealed
by Thomas L. Shelmerdine, P.E. on 01/12/2017.
B. TESTS
1. Addendum letter prepared by American Test Lab, Inc, Test Report No. ATLNC
0425.02-16, dated 09/28/2016, signed and sealed by David W. Johnson, P.E.
2. 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
5) Tensile Test per ASTM E8
along with marked -up drawings and installation diagram of Amarr 10'-2" x 8' 24 ga
steel garage door Model 2400, prepared by American Test Lab, Inc, Test.Report No.
ATLNC 0425.02-16, dated 06/13/2016, signed and sealed by David W. Johnson, P.E.
3. Test report on Evaluation of Painted or Coated Specimens Subjected to Corrosive
Environments per ASTM D1654 & ASTM B117, prepared by Architectural Testing,
Inc., Test Report No. C5463.01-106-18, dated 04/03/2013, signed and sealed by Gary
T. Hartman, P.E.
C. CALCULATIONS
1. Anchor calculations prepared by Structural Solutions, P.A., dated 06/28/2016, signed
and sealed by Thomas L. Shelmerdine, P.E.
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER)
E. MATERIAL CERTIFICATIONS
1. UL LLC certification file 4 BRYX.R7503 per ASTM D1929 and ANSI/UL 723,
ASTM E84 issued to Flint Hills Resources L P.
F. STATEMENTS
1. Statement letter of code conformance to the 50' edition (2014) FBC and of no financial
interest issued by Structural Solutions, PA., dated 06/28/2016, signed and sealed by
Tomas L. Shelmerdine, P.E..
haq I. Chanda, P.E.
Product Control Examiner
NOA No.17-1010.18
Expiration Date: February 9, 2022
Approval Date: December 21, 2017
E -1
Amarr Garage Doors
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
2. New Evidence submitted.
A. DRAWINGS
1. None.
B. CALCULATIONS
1. None
C. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources (RER).
D. MATERIAL CERTIFICATIONS
1. None.
E. STATEMENTS
1. Statement letter of conformance to FBC 2017 (61 Edition) dated 09/11/17, prepared,
signed and sealed by Thomas L. Shelmerdine, P.E.
F. OTHER
1. This NOA revises NOA # 16-0801.07, expiring 02/09/22.
Ishaq L Chanda, P.E.
Product Control Examiner
NOA No.17-1010.18
Expiration Date: February 9, 2022
Approval Date: December 21, 2017
E -2
m
W 210. R-TRUSS STACP
Ims ATTACHED V/Y2S I/4
XREVS AT EACH CENTER
TYPICAL TOP FIXTURES 1
NT.S
P°ROIIUC C REViafM
=ewopvhs w" the Flodds
Is. - '
[O.ztte4{Qj 727;az.
`
e
24
TYPICAL
WTERWMATE
SECTMN
QTTCSI IW/C9> 1/4
1 A -A (SIDE VIEV1
REV OLitI RON OF M
A
MAX SIZE
102 x 24• $g
R�
DESIGN LOAD
+54.2 PSF a�
-63.0 PSF a a
da
Eta
TEST LOADS -'S
+61.3 PSF�
-94.5 PSF
1
MODEL 240
SF ANGLE MOUNT SHOWN
US AND TAPERED ANGLE
.LO
.LOWABLE LOAD -
m
2 AND 5
a
.LOWABLE LOAD -
' O.C.
2 AND S
REVERSE ANGLE MOUNT SHOWN
BRACKET, CONTINUOUS AND
TAPERED ANGLE MOUNT AVAILABLE.
6'
STEr,.FRAMING f2r,A OR BETTER
1590 LBS,/IN. ALLOWABLE LOAD -
6' FROM ENDS AND 24' D.C.
REFER TO NOTES, 1, 2, S, 6, 7, 8
6' AND 9
ENT TO STRUCTURE (OPT(
B- FROM ENDS
If)
TO, 2,000 PSI CONCRETE
NG 6" FROM ENDS
R)
/' STARTING 6" FROM ENDS
3/8" X 4" STARTING 6" FROM ENDS
TTO HOLIOW C-90 BLOCK
STARTING 6' FROM ENDS,
} SCREWS STARTING 6' FROM ENDS,
To A 8" D.C. (1 1/40 EMBEDMENT)
TO GROUTED. C-90 BLOCK (2000 PSI GROUT)
14' STARTING 6" FROM ENDS
7)
C-90 BLOCK) -
RSUNK TO PROVIDE A FLUSH MOUNTING SURFACE.
OTHERS
CONCRETE
Sf%1CTURE
2-0/i' KDI
r
D BLOCK
STRumpX
cuuu
EMBE WASHER, I-3/4'MIN,
�• EMBEDMENT
' t • ��
2-5/8, THICK
2-5/8 TFIILK WALL MON'
WALL MR (15 x EMBEDMENT)
QS x EMBEDMENT
3' MIN, EDGE
DISTANCE
CL2 STYLE CONTINUOUS ANGLE MOUNT SHOWN
BRACKET, REVERSE AND TAPERED ANGLE MOUNT
AVAILABLE
PD00 PSI CONCRETE OR GREATER
35f LBS./EXPANSION ANCHOR ALLOWABLE LOAD -
6' FROM ENDS AND 12' O,C,
REFER TO NOTES, 1, 2, 3, 4 AND 5
NDIESI
L ANCHORS TO BE EVENLY SPACED BETWEEN THE HEADER AND
FLOOR.
2, FIRST C 13TTEN ANCHOR STARTING AT NO MORE THAN HALF OF
THE MAXIMUM ON -CENTER DISTANCE HIGHEST ANCHOR
INSTALLED AT LEAST AS HIGH AS THE DOOR OPEMNG
3. MIN. EGDE ➢ISTANCE OF 3' REQUIRED.
4. USE WASHERS PROVIDED BY THE -ANCHOR MANUFACTURER,
5. SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESIGNED .BY A
REGISTERED PROFESSIU14AL ENGINEER FOR WIND' LOADS IN
ADDITION TO OTHER LOADS,
6; MOST GARAGE DOOR TRACK IS GALVANIZED STEEL. USE ALL
NECESSARY PRECAUTIONS WHEN WELDING GALVANIZED STEEL.
7. ALL WELDS SHOULD BE PERFORMED BY A CERTIFIED WELDER
OR INSPECTED BY A CERTIFIED WELDING INSPECTOR TO
VERIFY THE INTEGRITY DF THE WELD,
& FILLET WELDS TO HAVE A STRAIGHT DR CONVEX FACE
SURFACE.
9. TACK VELD TDE OF ANGLE AT SANE SPACING TII PREVENT
ROTATION OF TRACK ANGLE
CONTINUOUS ANGI E MOUNT SHOWN
BRACKET, CONTINUOUS AND TAPERE
MOUNT AVAILABLE
2000 PSI CONCRETE OR GREATER
336 LBS,/EXPANSIDN ANCHOR ALLIT
LOAD - 6' FROM ENDS AND 12' ILC
REFER TO NOTES, 1, 2, 3, 4 AND
PRODUC f HEVISeb
as comoylag with die Florkh
n p ptuaceeNNo
ES n 02tc Z
L. MSS.
PRODUCT APPROVED
as comp ngg with the Florida
Building Wode
NOA-No. 16-0801.07
Approval 02J09I2017
By
zmaing-prProduct conEZ17
TRACK CONNECTION TO WOOD JAMB OPTIONS
FOR LAG SCREWS & BRACKET SPACING SEE PAGE 3 FOR TRACK CONFIGURATION DETAIL
110 1 DECUTIN OF W
MAX SIZE
10'2 x 24 $$
S�
wE
DESIGN LOADS
+54.2 PSF Wg
-5110 PSF a
L yj
20
TEST LOADS ri
+81.3 PSF t.P,
-94,5 PS- :'e
RRp
LARGE MISSLE v„p,
IMPACT 15
RESISTANCE
3=19L 240,
i AND NOTES
tIS TRANSFERRED TO THE
.JAMB RAHEADEERRARECEIVES NFERRED O THE
(ED FROM THE DOOR.
S MAXIMUM DESIGN LOADS OF:
FT
DESIGNED, MANUFACTURED
1S SET FORTH BY DASMA
GA. (.022) MIN. EXTERIOR SKIN
STEEL FINISH
: (1) 4.5- 200A. R-TRUSS PER SECTION
IE BOTTOM SECTION
ENTS SHALL BE DESIGNED
JGINEER FOR. WAND LOADS
)DITION TO OTHER LOADINGS.
1E MANUFACTURER TO DO TESTING
TE DOOR PANELS UNDER THIS
IMUM OF 2 SPECIMENS SHALL BE
ILE 'TESTED ACCORDING TO ASTM
VED LAB SELECTED AND PAID BY
MONTHS, 4 TIMES A YEAR, THE
THIS OFFICE A COPY OF THE
)N THAT THE SPECIMENS WERE
IANUFACTURER PRODUCTION
TATEMENT FROM THE
S WITH YIELD STRENGTH OF
USED TO MAKE DOOR PANELS FOR
:E OF ACCEPTANCE.
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ALL TRACK ATTACHMENTS +/- 2' ALLOWED USING SYP OR SPF NO.2 OR BETTER ONLY
.14 GA. MMNJ FLAG BRACKET
ATTACNEB TO V®D JAR
V/(3) 5/16 DIA. X 1-5/8` LAG BDLTS
AND 70 TRACK V/(4) 1/4'-20 X 5/8'
TRACK SPLICE BOLTS AND NUTS
13 GA. SPLICE BRACKET ATTACHED
TO WOOD JAMB W/ (1) 5/16 DIA. X
LAG BOLT AND TTI TRACK V/
t4) 1/41M x 5/8' TRACK SPLICE
'.BOLTS -AND NUTS
O1 G/16' x ATTACHED
T
LAG HOLE AT ATTACHED TO JANH
AT EA JAHB BRACKET
12 GA. GALV. STEEL.
JANB BRACKETS
ATTACHED V/(ll 1/4•--20 x S/e'
TRACK ATTACHMENT CAN BE BRACKET
Hmuxr, CGNTDMS, REVERSE ANGLE
H'IDUNT 13R TAPERED REVERSE ANGLE
HDIDUT. (SEE AVAILABLE TRACK
CHNFIGURATTDNS ON TKS PAGE)
ALL TRACK BRACKETS AND TRACK
CLIPS ARE ATTACHED TO TRACK
WITH 25 RIVEtS DR Q) 1/4',M
BELT 6 NUT
PRonuC r It@1/Pw D
as cwq*im6 with the Fibltx+s
>d N p-101 -I $
boa
i' (eAbmtJORT p2G.t
11DIC)V£II3'1GI.ffilGC
pR( .
as C
Bu114
NOA
Appr
By
IVNan
W I DFSI MN OF RD
MAX SZE
10`2 x 24"
+54.2 PSF
-63.0 PSF
TEST LOADS
+81.3 PSF
-94.5 PSF
RESISTANCE
2
ALL TRACK BRACKETS DR TRACK
CLIPS ARE To FDLLOW SPACING AS
B ➢LCATED