HomeMy WebLinkAboutNOAAPPROVED
Randall Stofft Architeds RA.`
MIAMI•DADE „� )res/gs
e
DEPARTMENT OF REGULATORY AND ECON
BOARD AND CODE ADMINISTRATION DIVISI N RECEIVE[
NOTICE OF ACCEPTANCE A
7 d i
MIAMI-DARE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
l lvliamL Florida 33175-2474
T (786) 315-2590 F (786) 315-2599
VVWW.Miftmidade.gov/economv
Amarr Garage Doors dba Entrematic I II
165 Carriage Court 9T 6tl@Ir3 Eadtttyl Perrfilitting
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: Model 950 heritage & 655 Oak Summit 1000, 2000 Steel Sectional Garage Door up to
18'-0" Wide with Impact Windows (DP +48.6, -55.0 PSF
APPROVAL DOCUMENT: Drawing No. IRC-9518-180-26-I, titled "Model 950 Heritage & 655 Oak
Summit (24 GA) 1000, 2000, Short, Long, Flush and Oak Summit Panels"I sheets 1 through 3 of 3, dated
09/30/2015, prepared by Amarr Garage Doors, signed and sealed by Thomas L. Shehnerdine, P.E. on
03/03/2016, 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, 3800 Greenway Circle, Lawrence,
Kansas, 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 beenl 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 ofNOA. I
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 l�"OA 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 # 15-1124.13 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.
MIAMI•DADE COUNTY
1ti
NOA No. 17-1010.15
Expiration Date: June 9, 2021
Approval Date: December 21, 2017
Page 1
Amarr Garage Doors
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. Evidence submitted in previous files
A. DRAWINGS
1. Drawing No. IRC-9518-180-26-I, titled "Model 950 Heritage & 655 Oak Summit (24 GA)
1000, 2000, Short, Long, FIush and Oak Summit Panels", sheets 1 through 3 of 3, dated
09/30/2YI5, prepared by Amarr Garage Doors, signed and sealed by Thomas L. Shelmerdine,
P.E. on 03/03/2016.
B. TESTS
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
5) Tensile Test per ASTM E8
along with marked -up drawings and installation diagram of Amarr 18' x 7' 24 ga steel garage
door Model 950, prepared by American Test Lab, Inc, Test Report No. ATLNC 0715.0-15,
dated 11/02/2015, signed and sealed by David W. Johnson, P.E.
"Submitted under NOA # 13-0503.087
2. 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 11/04/2015, 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. Notice of Acceptance No. 15-1201.11 issued to Eastman Chemical Company (NIA) for their
"Saflez Clear and Color Glass Interlayers" approved on 03/17/2016, expiring on
05/21/2021.
F. STATEMENTS
1. Statement letter of code conformance to the 51 edition (2014) FBC and of no financial interest
issued by Structural Solutions, PA., dated 11/04/2015, signed and sealed by Tomas L.
Shelmerdine, P.E.
Isha4 L Chanda, P.E.
Product Control Examiner
NOA No.17-1010.15
Expiration Date: June 9, 2021
Approval Date: December 21, 2017
E -1
Amarr Garage Doors
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
I
2. New Evidence submitted.
A. DRAWINGS
1. None.
B. CALCULATIONS
1. None
C. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Res I ources (RER).
D. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 15-1201.11 issued to Eastman Chemical Company (MA) former
Solutia Inc. for their "Saflex Clear or colored interlayer", expiring on 05/21/21.
E. STATEMENTS
1. Statement letter of conformance to FBC 2017 (6t" Edition), dated 09/11/17, prepared,
signed and sealed by Thomas L. Shelmerdine, P.E.
F. OTHER
1. This NOA revises NOA 415-1124.13, expiring 06/09/21. ,
Isbaq I. Chanda, P.E.
Product Control Examiner
NOA No. 17-1010.15
Expiration Date: June 9, 2021
Approval Date: December 21, 2017
E -2
TYPICAL TOP FIXTURES
R.T.S. J
• _ _ E' THICK 12 GA COKMERCIAL
146A DIRASAFE 3' X 20 GA ATTACHED FD(iI1RE ATTACHED V/
HEAD
CENTER NO= ATTACHED V/C2) 1/4' X 3/4' S V4' x ST MIC SLID
ROLLER CARRIER O V/ (4) V4' x 3/4' HEX HEAD SCREWS SCREWS ADJUSTABLE AWE
' (2) 1/4' x V2' HEX HEAD SCREWS AT EACH END AND CENTER STILE IRA ATTACHED V/f2)
PER BRACKET 1/4' x 1/2' DOLT AND NUTS
12 GA, DUPASAFF 24 GA. l9NMEMO
EExx77ppttlIppRR SMNUN (D S 1/2'H X I9 GA C33KSD
D3 14CA ➢URASAFE ROLLER _ _ _ END HINGE ATTACHED x/C-40 GALVANRAHON GALV. STEEL 19 GA.
ON TOP
5 1/2' 18GA. R-TRUSS ATTACHED CARRIER ATTACHED TO V/ (a V4' x 3/4' BAIQD OPI POLYESTER FWISH
V4' x 3/4' M. SECTION ATTACHED V/ (3) 1/4'
'k=e.:GA.s'?i1 R-TRUSS V/ (3) 1R x IEX HEAD SCREWS
HEX FEAD SCREWS AT - 3/4• UNIX HEAD SCREWS x 3/9' D HEAD SCREWS A7
EACH CENTER STILE v:;+i,e rl: - EACH END STILEWA AND SCREW
1/41
14G0. DURASAFE ROLLER x 3/4' HEX WAD SCAEVS AT
2- O HALL STEEL 9.5' CARRIER ATTACHED IO EACH'CFN7ER STD_E
X 18 GA CS' R_TRUSS) T-q _s �.:4k�'. STEM HURRICANE ROLLER ENO 'STILEV/ (4) 1/4' X 3/4'
0 V/CM 1/4' X 3/4' V/ 71W RETAINER FIR FD.X.X HEAD SCREWS PER CARRIER
SCREWS AT ETOSTILES AND , NON -THREADED SHI
FT
S
ACH CENTER STILE - 0) 3' X 20 GA (BOKSD STRUT
ATTACHED V/G.') 1/4' X 3/4'
�� .'�•.. - HEX HEAD SCREWS AT EACH END
TYPICAL DURASAFE CENTER HINGE! 1 - AND CENmt STILE IN TOP SECiT
S 1/2-H X 18 GA (V R-TRUSS
ATTACHED V/C4) 1/4' X 3/4'
T EACH OUTER ENDSTILE
(4(D 4 V2'H X ED GA C33KSD
T IM(R END STILE GALV. STEEL R-TRUSS ON
➢M71H1 OF EACH DNFERHEDEATE
SECTIIN ATTAE)ED V/ t2) 1/4'
X 3/4' HEN( HEAD SCREWS AT
GA (4' R-TRIAS) EACH ENO STILE AND (2) V4' x
:2) V4' X 3/4' 3/4' HEX MAD SCREWS AT
IEVS AT EACH END EACH CENTER STILE
MILE
a) 9 1/2'H X 10 GA (33KSD
RASAFE GALV. STEEL R-TRUSS IN TIP
ATTACHED OF EACH DNIERHEDIATE L
4' x 3/4' HOT7aR SECTION ATTACHED V/
SCREWS C4) 1/4' x 3/4' HEX HEAD
SCREWS AT EACH MITER END
STILE AND (2) 1/4' x 3/4' HEX
FE ROLLER HEAD SCREWS AT EACH INNER
AOfm TO ENO STILE AND CENTER STILE
/ C4) 1/4' x 3/4'
REVS PER CARRIER
U) 5 1/2-H X 18 GA. (33KED
GALS. STEEL R-TRUSS ON
L (V R-TRUS57 ROTTEN SECTION ATTACHED V/
1/4• X 3/4' (P) 1/4' x 3/4' HEX HEAD
IS AT EACH OUTER ENDSTILE SCREWS 1/ EACH ENO SIDE
X 3/4' AND (2) 1/4' x 3/4' HIX HEAD
NS AT INNER END STILE SCREWS AT FA61 CENTER
STILE
O CENT. STEEL RETAINER
V/ BOTTOM SEAL
SEC'110N A —A (SIDE VIEW)
N.LS
ITEY I DmDII (F R1am m EY
V/ (3) 1/4' x 3/4' HEX NERD SCREWS
TRACK MOUNTING DETAIL
ATS
XATTACHED
X 3/4
SCREWS
MA X SIZE
18' x''••
,.�- • a•_
ed ''G •lf7t'/A7
DESIGN LOAD
+4ELG PSF
`�.'
J. STEEL
rEN W/RETAIHERS
THREADED
TEST LOADS
+72.9 PSF
m �=
s6 ; Q'
g e J
-82.5 PSF
SpO�F
'Al
o •
RmsmRESPACTISTANCE
LARGE MISSLE
i,- "�L/Jt1� •.
,1 � •
•
••�'•
g vAlL the F'bfs.4
RESISTANCE
�� •4•
w. 17�ln M.I S-
€„ FL ...••
MODEL #950 AMARR HEBIl = (24 GA) 1000. Z000
MODEL g855 AKMR DIM SUMWT (24 GA) lGOE, z000
SRORT. LONG. FLUSH. AND DAL SUM= PINIDA
SMI OHANN RY IDR DATE 09/301m- MAVMG mm
B Own III I GATE 09MA, MC-9518-100-26—I
ME I OF ]
SPECIFICATIONS AND NOTES
1. ALL THE LOAD FROM THE DOOR IS 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 MAXIMUM DESIGN LOADS OF-
+437.4 LBS/FT & -495.0 LBS/FT
3. DOOR AND HARDWARE WILL BE DESIGNED, MANUFACTURED
AND INSTALLED WITH STANDARDS AS SET FORTH BY DASMA-
4. DOOR SECTIONS SHALL BE 24 GA. (.0216) MIN. EXTERIOR SKIN
ROLLED FORMED, W/ BAKED ON POLYESTER FINISH
5. DOORS UPTO 7'0' HIGH CONSIST OF (4) SECTIONS AS SHOWN.
USE (1) 5 1/2- R-TRUSS AND (1) 3- STRUT ON TOP SECTION,
& 1 )(2)15 1/2- R-TRUSS ON ITHE B/OTT M SEC ONE INTERMEDIATE SECTION,
6. SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESIGNED
BY A REGISTRED PROFESSIONAL ENGINEER FOR WIND LOADS
INDICATED ON THIS DRAWING IN ADDITION TO OTHER LOADINGS.
INTERIOR OF GARAGE.
MAX.. WIDTH 18'0'
DESIGN LOADS
+437.4 LBS/FT SEE NOTE 2
-495.0 LBS/FT
AtmpimaN�f? lcfb•C'S
BapiTstls¢Gale
7. THIS APPROVAL REQUIRES THE MANUFACTURER TO DO TESTING - DPTIDNAL SHORT PANEL GLAZED SECTION STRUT AND STrLF LAYOUTS
OF ALL COILS USED TO FABRICATE DOOR PANELS UNDER THIS N,T,S, B
NOTICE OF ACCEPTANCE A MINIMUM OF 2 SPECIMENS SHALL BE
CUT FROM EACH COIL AND TENSILE TESTED ACCORDING TO ASTM . .... ... ..
E—B BY A DADE COUNTY APPROVED LAB SELECTED AND PAID BY
THE MANUFACTURER. EVERY 3 MONTHS, 4 TIMES A YEAR. THE
MANUFACTURER SHALL MAIL TO THIS OFFICE :A COPY OF THE
TEST REPORTS WITH CONFIRMATION THAT THE SPECIMENS WERE
SELECTED FROM COILS AT THE MANUFACTURER PRODUCTION
FACILITIES AND A NOTARIZED STATEMENT FROM THE
MANUFACTURER THAT ONLY COILS WITH YIELD STRENGTH OF 70P SECTION
34,600 PSI OR MORE SHALL BE USED TO MAKE DOOR PANELS FOR
DADE COUNTY UNDER THIS NOTICE OF ACCEPTANCE.
AVAILABLE TRACK 00MCURADONS
lass
111�1JlEI�II�IAEInII�lA91�II�1A91111�1J_111�19�1AE1�19�lAEIvII�lJll19
�b g�r-er�r�r�rta�r:�r•:���
WOOD JAMB ATTACHMENT TO STRUCTURE
' GALV STEEL INTERIOR IMPACT WMDGV FRAME
r GALV STEEL EXTERIOR IMPACT WINDOW FRANE W/.5' BITE ON GLASS
MORATIWE PLASTIC IIl,�ECTIQN 24 GA STEEL DIMIR SKIN
Y_DED EXTERIOR VOIDOW FRAME
5/16- 13VERALL
1/B' CLEAR ANNEALED CLASS
.090- SAFLEX PV3 IN ERLAYER
1/6' CLEAR ANNEALED GLASS
S 3/16' X 1/2' SCREW - USED TO
FASTEN THE STEEL EXTERIOR IMPACT WINDOW FRAME TO
THE STEEL INTERIOR IMPACT VINDOW FRAME
3. I1164' X I/2' SCREW - USED TO FASTEN DECORATIVE PLASTIC MOLDED
WINDOW FRAME TO THE ASSEMBLY
SECTION B-B IMPACT WINDOW DETAIL
N.T.S.
—18-L8' DLO
•2 • •2 .3 --2 3•
S
10-5/8' DLO2.
3.
IMPACT GLAZING FASTENER DETAIL
N.T.S.
GLAZING MEETS ASTM E1300-04
2 X 6 VERTICAL .IAMB ATTACHMENT TO WOOD FRAME STRUCTURE
5/16' X 3- LAG SCREWS STARTING 6' FROM ENOS THEN 10- O.C. (1 1/2- EMBEDMEN)
2 X 6 VERTICAL JAMB ATTACHMENT TO 2,000 PSI CONCRETE
HI1.71 KMK BOLT 3/8- X 4- STARIING 6- FROM ENDS THEN 24' O.C. (2 1/2' EuBE0Mk70)
MILT! SLEEVE ANCHOR 3/0 X 2-3/4' STARING 6' FROM ENDS THEN 10' O.0 (1 1/4' EMBEDMENT)
IIW/RAMSEE REDHEAD (TRU-BOLT) 3/13' X 4- STARTING 6- FROM ENDS THEN IS- O.G (2 1/2' EMBEDUC40
2 X 6 VERTICAL JAMB ATTACHMENT TO HOLLOW C-90 BLOM I
SIMPSON 1/4- X 3- TBEN SCREWS STARTING 6' FROM ENDS. USE PAIRS OF FASTENERS (3' APAR)
AT-e'-O.C.-(1-1/2'-EMBEDMEN)— ---
HILT 1/4- X 2-3 4' KWIK-CON D+ SCREWS STARRNG 6- FROM ENDS, USE PAIRS CF FASTENERS (3- APART)
AT 6' O.C. (1 1/' EMBEDMENT)
2 X 6 VERTICAL JAMB ATTACHMENT TO GROUTED C-90, BLOCK T2000 PSI GROUT)
HILTI SLEEVE ANCHOR 3/8- X 2-3/4' STAR71NO 6- FROM ENDS THEN 10- O.C. (1 1/4" EMBEDMENT)
(OR. USE FASTENERS FOR HOLLOW C-DO BLOCK)
•LAGS AND BOLTS CAN BE COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE
•PREPARATION OF WOOD JANBS BY OTHERS
WOOD CONCRETE HOLLOW BLOCK GROUTED BLOCK
S RUCTURE STRUCNRE STRUCTURE STIiUCNRE
s .
8
LI 2' MIi 2-3/4• MSN F-1/8] 4'
2X6 JAMS
m• 3' HIM
FLAG BRACKET ArrACHEB TO VOaD
SPLICE TRACKS AT 71*S LOCATION
y (4)l/,r;r TRACK SPLICE BOX & NUTS
CURE70
a MTH (3) 5116' DIA. X 1-5/6-
LAO SOL75
JAMS
_SEE
7 1 2ELOV FOR JAMB BRACKET SPACENG
OONFIGURATION FOR B'S' UP TO 14' TALL DOORS
TABLE I
DOOR.
HEIGHT
TRACK ATTACHMENT
ISPLICE
A
B
C
D
E
I F
G
I H
I I-
J
K
L''
M
N
s
INN`
WE
'IV
IN
mr
7' .
3.5"
10"
2Z'
34"
46"
58"
70"
76"
m
m
IInd Iffil
Er
8'
3.5"
10"
22"
34"
46"
58"
70"
82"
88"
.N-Tffil
IN
9'
3.6'
19'
22"
34"
46"
58"
70'
82"
94"
1001!
ommommm
10'
3.5",
10"
22"
34"
46"
58-
70"
82-
94-
106"
112"
11
3.5"
10"
2Z'
34"
46"
58"
70"
82"
94"
106"
118"
124!'
WMWMM
mmHg
IT
TF
10".
22"
34"
46"
58"
70"
82-
94"
106-
118"
130"
136"
3'-..
U..
10.1 122"
34"
46"
58"
70"
82"
94"
1 09"�
119"
130"
142"
148"
:'"
r1
.re,1
w
ILI'
14'
3.6
10"
22"
34"
46"
58"
70" 182"
1
94�' 1106"1118"1130"1142"1154"1
160"
ALL TRACK ATTACHMENT SPACING +/- 2- ALLOWED WITH SYP NO.2 OR BETTER ONLY
.-.Nat -to .11
Appo WcDm*ftwitbft