HomeMy WebLinkAboutNOAscmoL!
BY
Luca rxw*
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA}
ML4MI-DADS COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
Miami, Florida 33175-2474
T (786) 315-2590 F (786) 315-2599
www.miamidade.zov/economy
Amarr Garage Doors
125 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 AW (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: Model 950 Heritage & 655 Oak Summit 1000, 2000 Steel Sectional Garage Door up to
16'-0" Wide (DP +45.8, -49.3 PSk)
APPROVAL DOCUMENT: Drawing No. IRC-9516-169-26, titled "Model 950 He & Model 655 Oak
Summit, (24 GA) 1000, 2000, Short, Long, Flush and Oak Summit Panels", she Ithrough 3 of 3, dated
03/14/2003, with revision C dated 02/04/2013, prepared by Amarr Garage Doors, signed and scaled on
06/13/13 by Tomas L. Shelmerdine, 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, 3 900 Greenway Circle, Lawrence,
Kansas, model number, the positive and negative design pressure rating, indicate impact rated if applicable,
installation instruction drawing referez ce 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 ofthis 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 j ob site at the request of the Building Official.
This NOA revises NOA 915-0505.13 and consists of this page 1 and evidence page E-1 & E-2, as well as
approval document mentioned above.
The submitted documentation was reviewed by Ishaq I. Chanda, P.E.
�® NOA No 17-1010.05
M1AM1•DADECOUN7Y Expiration Date: September 4, 2018
Approval Date: December 14, 2017
Page 1
�Z� L �El IN P
Amarr Garage Doors
1. Evidence submitted in urevious files
A.. DRAWINGS "Submitted under NOA # 13-0503.08"
1. Drawing No. IRC-9516i 169-26, titled ".Model 950 Heritage & Model 655 Oak Summit, (24
GA) 1000, 2000, Short, Long, Flush and Oak Summit Panels", sheets lthrough 3 of 3, dated
03/14/2003, with revision C dated 02/04/2013, prepared by Amarr Garage Doors, signed and
sealed by Thomas L. Shelmerdine, P.E.
B. TESTS "Submitted under NOA # 13-0503.08"
1. Test report on Evaluation of Painted or Coated Specimens Subjected to Corrosive
Environments per ASTM D1654 & ASTM B 117, 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.
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) Tensile Test per ASTM E8
5) Forced Entry Resistance Test per FBC, TAS 202-94
along with. marked -up drawings and installation diagram of 9'x 7' 24 ga steel garage door
Model 950, prepared byjAmerican Test Lab, Inc., Test Report No. ATLNC 0205.01-13R,
dated 04/02/2013 and 06/13/2013, signed and sealed by David W. Johnson, P.E.
3. 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
along with marked -up drawings and installation diagram of 9'x 7' 24 ga Model 950D Heritage
with Durasafe, 24 ga Sectional Steel Garage Door, prepared by American Test Lab, Inc., Test
Report No. ATL 0311.0-03R, dated 06/22/2006, signed and sealed by David W. Johnson,
P.E. "Submitted under NOA # 08-0718.03"
C. CALCULATIONS "Submitted under NOA # 13-0503.08"
1. Anchor calculations prepared by Structural Solutions, P.A., dated 04/11/2013, signed and
sealed by Thomas L. Shelmerdine, P.E.
2. Anchor calculations prepared by Structural Solutions, P.A., dated 02/09/2012, signed and
sealed by Thomas L. Shelmerdine, P.E. "Submitted under NOA # 08-0718.03"
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement Ietter of code conformance to the 5t11 edition (2014) FBC and no financial interest
issued by Structural Solutions, PA., dated 04/08/2015, signed and sealed by Tomas L.
Shelmerdine, P.E. 4 ` . L �
Is aq I. Chanda, P.E.
Product Control Examiner
NOA No 17-1010.05
Expiration Date: September 4, 2018
Approval Date: December 14, 2017
E-1
Amarr Garage Doors
NOTICE OF ACCEPTANCE: EVIDENCE SUB
2. New Evidence submitted.
A. DRAWINGS
1. None.
B. CALCULATIONS
i
1. None
C. QUALITY ASSURANCE
1. Miami Dade Department If Regulatory and Economic Resources (RER).
I
D. MATERIAL CERTIFICATIONS
1. None.
E. STATEMENTS
1. Statement letter of conformance to FBC 2017 (6th Edition) dated 09/11/17, prepared,
signed and sealed by Thomas L. SheImerdine, P.E.
F. OTHER
1. This NOA revises NOA # 15-0505.i 3, expiring 09/04/18
lsk.t. l . Z41;11A�—
Ishkiq L Chanda, P.E.
Product Control Examiner
NOA No 17-1010.05
Expiration Date: September 4, 2018
Approval Date: December 14, 2017
E-Z
TYPICAL DURASAFE END -LNG'c (3
S70P Nd/lWH6 20 GA cALV. STEEL END STILE BAG- i 151W LAG
/N/ -1-01 IE SEAL ATTACHED VI
O) TUG-L-LGC EV q) PER
(6VPPUEO BY INSTALLER) TD DppRi SK0! AHD C2) JAIO! BRACKET
47) 26 GA CENTER STILES TOc-L-LOC AT 1 �. R.L` 3nttaruoai
:4
STE
kACK CALTHICK
(RACK 5 V2B X 18 GA. UP Co
NOT PER R-TRUSS)
TRACK MOUNTING DETAIL
N.LS
ACHCD
2' THICK-
7- 16 GA END CAP SUNNI
TOP AND BDTTOH FIXTURES
24 CA ;WI OM34OR SK N
IAXED ON POLYESTER F.AM
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PER SETION
LE STIEFEt.ER 4J
PRO—f REVISED
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x
FLAG BRACKET ATTACI&D TO WOOD
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LARGE MISSLE
DAPACT
RESISTANCE
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NOTI
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HEX
4
163 CARRIAGE VIUSTOV-SALE16 AC, 27193 VWN>MA1AM
MODEL 060 HERITAGN (24 CA) IODO, E00D
MODEL 666 OAK SUMMIT (P! GA) 1000, EOOD
SHORT, LONG, BLUSH, AND OAK SUMMITPANELS
91
B
gGL4 BY {l1
I DAE 03/II/07
IXL9D2C NA6ER
IRC-9516-169-26
ci(=BY )xl
DAE 01/14/D1
1
OIEL 1 (f 3
SPECIFICATIONS AND NOTES
1. ALL THE LOAD FROM THE DOOR 1S TRANSFERRED TO THE VERTICAL TRACK,
FROM THE TRACK THE LOAD IS TRANSFERRED"TO THE VERTICAL JAMBS.
THE HORIZONTAL JAMB OR HEADER RECEIVES NO PORTION OF. THE LOAD
TRANSFERRED FROM THE DOOR.
2. EACH VERTICAL JAMBS RECEIVES MAX0IUM DESIGN LOADS OF-.
+36&4 LBS/FT &-394.4 LBS/FT
3. DOOR AND HARDWARE WILL BE DESIGNED, MANUFACTURED
AND INSTALLED VATH STANDARDS AS SET FORTH BY DASMA.
4: DOOR SECTIONS SHALL BE 24 GA (.0216 MAN. EXTERIOR SKIN
ROLLED FORMED, V// BAKED ON POLYESTER INTSH
S. DOORS UPTO 7V HIGH CONSIST OF (4) SECTIONS AS SHOWN.
USE (1) 8 1/r R-TRUSS PER SECTION & (2) 3' 200A STRUTS AT BOTTOM SECTION
B. DOORS OVER (4) SECTIONS REFER TO TABLES I AND 2 ON PAGE 3
7. SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESIGNED
BY A REGISTRED PROFESSIONAL ENGINEER FOR VW LOADS
INDICATED ON THIS DRAWING IN ADDITION TO OTHER LOADINGS
8. THIS APPROVAL REQUIRES THE MANUFACTURER TO DO TESTING
OF ALL COILS USED TO FABRICATE DOOR PANELS UNDER THIS
NOTICE OF ACCEPTANCE A MINIMUM OF 2 SPECIMENS SHALL BE
CUT FROM EACH COIL AND TENSILE •TESTED ACCORDING TO ASTM
E-8 BY A DADE COUNTY APPROVED LAB SELECTED AND PAID BY
THE MANUFACTURER. EVERY S MONTHS, 4 TIMES A YEAR, THE
MANUFACTURER SHALL MAIL TO THIS OFFICE A COPY OF THE
TEST REPORTS PATH CONFIRMATION THAT THE SPECIMENS WERE
SELECTED FROM COILS AT THE MANUFACTURER PRODUCTION
FACILITIES AND A -NOTARIZED STATEMENT FROM THE - -
MANUFACTURER THAT ONLY COILS YATH YIELD STRENGTH OF
34,600 PSI OR MORE SHALL BE USED TO MAKE DOOR PANELS FOR
DADE COUNTY UNDER THIS NOTICE OF ACCEPTANCE.
AVAILABLE TRACK CONFIGURATIONS
H.T.S.
INTERIOR OF GARAGE
MAX. WIDTH'6V' •!—
DESIGN LOADS
+366.4 LBS/FT SEE NOTE 2
-394.4 LOS/FT
WOOD JAMB ATTACHMENT TO STRUCTURE
P X 6 VERTICAL JANS ATTAC4G)1T TIT W➢D➢ FRAME STRLR'TL�E
5/16' X 3' LAG SCREWS STARTING 6' FROM ENDS THEN I2' 0.C. « 1/2' EHBEBNEhD
71 KWIK B LT 2/8' X 4' STARTING 6' FROH ENDS THEN 24' D.0 (2 I/2' EHBEDNENT)
HILTI SLEEVE ANCHOR 3/8' X 2-2/4' STARTING 6' FROM ENDS THEN I2' U.C. (1 1/4' EMBEDMENT)
ITV/RAHSET REDHEAD (TRU-BOLT) 3/0'- X 4' STARTING 6' FROM ENDS THEN 22' 11F. (2 1/2' EMBEDMENT)
2 X 6 VERTICAL JAMB A7TAGHFTNT m HOLLOW G-9D BLOCK
SIMPSON 1/4, X 3' TneN SC.9EVS STARTING 6' 0 ENDS, USE PAIRS DF FASTENERS
(3' APART) AT. 8' O.C, (I 1/2' EMBEDMENT)
HILTZ 1/4' X 2-3/4' KWIX-CUN IT+ SCREWS STARTING 6' FROM ENDS, USE PAIRS OF
FASTENERS CT' APART) AT 8' OC, U 1/4' EHBEDMENT)
P X 6 VERTICAL JAMB ATTAn+9ENT TO GROUTED C-90 HI DCK (2000 PST GROUT)
FOLTI SLEEVE ANCHOR 2/8, X 2-3/4' STARTING 6' FROM ENDS THEN 14' O.C. Q I/4'
EMBEDMENT) (OR, USE FASTENERS FOR HOLLOW! C-90 BLDCIO
■LAGS AND BBLTS CAN BE COUNTERSUNK TO PROVIDE A FLUSH NDUNTDNG SURFACE.
MPkEPARATWX OF WCDD JAMBS BY OTHERS
UDD CONCRETE HOLLOW BLOC GROUTED BC
STRUCTURE STRUCTURE STRUCTURE STRUCTURE
I/2MIN 2-3/� T-1/2, MIN
Ty?, JAMB 3' HOT
PRODUCTRGVISED__
PROD"RroABO
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TABLE 1 TABLE4 TABLE 2lie
jwHODUC C RtiVVZF0
TABLE 3 wa�oEe h
1 RNof7�1o10• 0:51p oor DME JOY
„y, p, a a°
A /•.fH.A20iW30/FFIG HULOi 4A.'lKIID OS/II/09 SY
wteDWn�aIO w{ia/n tic
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PRODilCiYFiVl4tD 6 gx �14 "'� gQeeoeaeF1111�osej^
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LARGE AI,R eSTATE OF ..�9
O
PAouucrREVISDp RE sYnrritE jg§ "°do%. "•� 0R ;aP
Ie couo) a 1MtbAFkdda £� FL e�arfSpU N1111� a�
w+�w ra 13 �lSo$,d
1rgY a.1� fur 1 ��
I P7wi1c1 Co0ad
193 CMIAGE CO.h7 ~111-7ucu, Nc xAw Hwa MIN
MODEL O0D HERITAGE (24 GA) 1000, 2000
MODEL 055 OAK SUMMIT 24 OA) 1000, 2000
0 (( 1S
SHORT. 1AN0, PLUSH. AND OAK RUMMY PANE
IS
ww BY a7 DALE Wptpl afAAA', 0Aa#R
ALL TRACK ATTACHMENT SPACING t/— ALLOWED WITH SYP NO.2 OR BETTER ONLY _ _ _ D WM BY X M WA41Ol fRC-9516-164-26
9W3OF3
DOOR
HEIGHT
STRUT SPACING (BASED ON RECOMMENDED SECTION
CONFIGURATION)
70P
A
B
C
D
E
F
G
H
I
T
DOOR
TRACK ATTACHMEM
SPLICE
HEIGHT
A
B
C
DJEJ.
F
G
H
I
J
K
L
M
N
S
-
7'
3"
14"
227"
46"
56"
68"
76'
• ?iitvV.':�-"�.�i.��:t+'4
p8"
8'
3"
14"
27°
38°
46"
56"
68"
78
88"
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DOOR
SECTION HEIGHTS
HEIGHT
BFm
#R
#Ki
#4
#5
#/6
#7
#{8
... ._
1
13 5
21t.
1,1
2
Z111
21,1
21"
18"
18"
21"
_
-
12' 6"
21"
18
18"
18"
18"
18'
18"
21"
11' 6`
21"
21"
1t8"
18"
18"
21"
q
�2f1"
10' 6"
21"
21"
21"
21"
21"
21"
9'S'
21"
18'
18"
18"
18"
2A1"
tBal•y��1
7'
21",
�"
���,"1
18"
�18°
18"
�.2�1�„
18"