HomeMy WebLinkAboutNotice of Acceptance WAMI'�ADE MIAMI-DADE COUNTY
* PRODUCT CONTROL SECTION
11805 SW 26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC Miami,Florida 33175-2474
BOARD-AND CODE ADMINISTRATION DIVISION RECEIVED T( 86)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE OA wwfv.miamidade.gov/economy
MAR 0 5 90-0
Amarr Garage Doors
1.65 Carriage Court ST. Lucie County, Permitting
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"Fide(DP+42.0,46.0 PSIS
APPROVAL DOCUMENT:Drawing No.IRC-9518-165-26-I,titled"Model 950 Heritage and Model 655
Oak Summit(24.-a)1000,2000 Short,Long,Flush and Oak Summit Panels",sheets 1 through 3 of 3,dated
06/07/2007,with revision C dated 04/02/2013,prepared by Amarr Garage Doors,signed and scaled by
Thomas 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,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 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 revises NOA#17-0517.11 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. j
I
NOA No.I7-1010.28
MIAMIDApE Expiration Date:October 4,2022 j
Approval Date:December 28,2017
Page 1
X
1
Amarr Garage Doors
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. Evidence submitted in previous files
A. DRAWINGS "Submitted under NOA#13-0503.05"
1. Drawing No.IRC-9518-165-26-1,titled"Model 950 Heritage and Model 655 Oak Summit
(24ga) 1000,2000 Short,Long,Flush and Oak Summit Panels", Sheets 1 through 3 of 3,dated
06/07/2007,with revision C dated 04/02/2013,prepared by Amarr Garage Doors,signed and
sealed by Thomas L.Shelmerdine,P.E.
B. TESTS "Submitted under NOA#12-0228.04"
1. . Test report on Evaluation of Painted or Coated Specimens Subjected to Corrosive
Environments per ASTM D 1654&ASTM B 117,prepared by Architectural Testing,Inc.,Test
Report#A7420.01-106-18,dated 04/12/2011,signed and sealed by Joseph A.Reed,P.E.
"Submitted under NOA#12-0228.09"
2. Test report on Forced Entry Test per FBC,TAS 202-94,prepared by American Test Lab,Inc.,
Test Report#ATLNC 0912.01-11i dated 10/13/2011,signed and sealed by David W.
Johnson,P.E.
"Submitted under NOA#07-0820.04"
3. 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 Test,per FBC TAS 203-94;
along with marked-up drawings,prepared by American Test Lab,Inc.,Report# ATLNC
0604.02-07,dated 06/30/07,signed and sealed by David W.Johnson, P.E.
4. Test report on Tensile Test for 3 Samples per ASTM E 8,prepared by
Hurricane Engineering&Testing hie.,Report#HETI-07-T735,dated 06/26/2007, signed
and sealed by Candido F.Font,P.E.
C. CALCULATIONS "Submitted under NOA#12-0228.04"
1. Anchor calculations prepared by Structural Solutions,P.A.,dated 01/25/2012,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. None.
F. STATEMENTS
1. Statement letter of code conformance to the Yh edition(2014)FBC and no financial interest
issued by Structural Solutions,PA.,dated 05/08/2017,signed and sealed by Tomas L.
Shelmerdine,P.E.
t��4�,1• �.�4 Kms.
Ishaq I Chanda,P.E.
Product Control Examiner
NOA No.17-1010-28
Expiration Date:October 4,2022
Approval Date:December 28,2017
�-1
Amarr Garage Doors
NOTICE OF ACCEPTANCE:EVIDENCE SUBAIITTED
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(61h Edition)dated 09/11/17,prepared,
signed and sealed by Thomas L.Shelmerdine,P.E.
F. OTHER
1. This NOA revises NOA#17-051.7.11,expiring 10/04/22.
Ishaq L Chanda,P.E.
Product Control Examiner
NOA No.17-1010-28
Expiration Date:October 4,2022
Approval Date:December 28,2017
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STRUCTURE STRUCTURE STRUCTURE STRUCTL!4E J/{e1`-'
A F)1
• SEE(TABLE?�FGR 167 caaR1A0E caxT YPCTmI•sunb aa.eras WYAN0.9LCO11
JAMB BRACKET SPACING i
L 95 jF850 73ER11`dfi;10(10, O1
STANDARD TRACK CMFIGURATMN FOR 6'6'UP TO 14'TAIL D=S I/2'IS 2-3/Y .Rt 3-1lt'NIN 4' kIOOTSL#&35 Od$SOAflOa(24gq) fOCO�2000 t
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TABLE 1 TABLE 2
DOOR SECTION HEIGHTS DOOR TRACKATTACHMENT SPLICE
HEIGHT Bim 02 #3 R4 #b 08 #7 1#81 HEIGHT A B C 0 E I F I Q I H I J K I L I M N S
$ 114 _a s2AR,29 1 >HIva 'ii14": tp6 !• .,.: -". QW
INS" 21" 21" 21' -21" 21" 18" 18" 21" T 3" 14" 27' 38" 46° 58" 68" 76'
m SFIB'.0.m 1401, �t.8 M_99.;: m in 3,r',
12'6" 21" 18" 18° 18" 13" 18" 18" 21" 8 3" 14" 27" 38' 46" 56° 6V 78"
Via."1E' 8°' 8.2 s' S:> �•..•n.'. - 9`
11'6" 21'.21- 21" 18" 18" IS" 21" 9' 3" 14" 27° 38" 46" 56" 68" 78" 88" 160"
- -
IT61
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1' 21' 21' 21" 21" 21" 10' 3" 14" 27' 38 46' 68'P68' 78" 88 100" 112"
• 21" 18" 18" 18" 18" 21° 11' T' 14'1. 27' 38" 4 88° 68° 78" 88 100"tt0" 124"
211' 21" 21' 18" 21' IZ3" 14" 27° W46" 86" 68" 78' BS° 100"110"12Z" 13fi• 4.3:18' 18" 8 16, i8" 13' 3" 14-127- SB" 46" 56" 68" 76""88" 100"IWO221-1 IW 14B"
6 6� 21" 18" 18 21" 14' 3" t4 127" 38°, 46" 58' 68" 78" B8" 100"-114-1122-1134-1146- 160"
ALL TRACK A7rAC18.1F1(7 SPACING+/-2'ALLOWED W114 SYP NO.2 OR BETTER ONLY
PRODUC r NEVIRED
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TONL.BS/FT ® B
—411.0 oGodo .
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SPECIFICATIONS ANO NOTES imrrd- Product Control C 41DEO8M41gI lOMWA-AOM-fi') wa
1.ALLTHE LOAD FROM TW DOOR IS TRANSFERRED TO THE VERTICAL TRACK• tjl"JII '
FROM THE TRACK THE LOAD IS TRANSFUMED TO THE Vl7RRCAL IAMBS, TUX WE
ry i< ADID7� CA ER RECEIVES NO PORTION OF THE LOAD PRO'DUG783v1sw ta :14
NNTHE,DOOR.
11#YhO"3h9rFkrJ& DMIGN LOADS Zww�o�Q�,.�CEN�• ��%'
AZ. vA sic'•,Oi j'
3 q 2 EAdi TTGAL IAMBS MAk6PJld DESIGN LOADS OF. ' BCS+ +420 PSF N Z`
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9 tyi —46.0 FSF C
3.DOOR AND HARDWARE WLL BE DESIGNED,MANUFACTURED 7 ...ttt
'
AND INSTALLED WTTH STANDARDS AS SEF FORM BY DASTNA SIZES MWECT *• +_ O i ;* g
G 4.DOOR SECTIONS SHALL 6E 24 GA.(.Ons)MDL ETT MOR SINK TO W-.GgT 'O: 14 ;�—k•'�'
ROLLED FORMED,W/BAKED ON POLYESTER FINNISH PcemdL3aha1 RESTRCTTONS q9T: E OF •�.`.".
S.DOORS USE(1)B.5"ISOA R—TRUSS PER SECTION P wEvttea O�� Q..•a�r x .
AND(1)3'20GA STRUT ON ALE eO1SDM S'cCTT0T1 'nomwyyfAg ri'tbabcomtk LARGE MISSILE �,C"P l O fT LO,•��\p• .
0.REFER TO TABLE 1 FfltSWMN CONEKIURAMON. DWId.QCDds IWACr 'S+r•••^'• .
7.SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESIGNED Aa�37o .Ja RMWOUNl�. FL tq OIVahV eta - g� .
BY A REDISIRFD PROFESSIONAL ENGINEER FOR WIND LOA05
Li INDlcm ON THIS DRAWING N AODITWN TO OTHER LOADING& a!
8. THS APPROVAL REOVIRES IRE MANUFACTURER TO DO TESRNG OF ALL b1a�u proyM l(.W!!
CODS USED TO FABRICATE DOOR PANELS LENDER THIS NOME OF
AVAILABLE TRACK COWGURA71ONS ACCEPTANCE. A MINlMI1M OF 2 SPECIMENS'SHALL BE CUT FROM EACH COIL ua Se!M a mRr V:N M-VLM Ra enm VVVAKWXM
N.T.S. - AND TENSILE TESTED ACCORDING TO ASIM E-8 BY A DADE COUNTY T,(ODyy�g50 RS@iTAG&1006.2DO6 -
APPROVED LAB SELECTED AND PAID 13Y THE MANUFACTURER, EVERY 3 Mp]ybq, 865 035 SEM(249a) LQOO,:4000 i
MONTHS.4 TIMES A YEAR THE MANUFACTURER SHALL MAIL TO THIS OFFICE Y� (246n) ,
A COPY OF THE TEST REPORTS%NTH OOMrTRMATION THAT THE SPECIMENS Sho a 18vah&Oak 3amaiLi Paneie i
WERE 11 TED FROM CALLS AT THE MANUFACTURER PRODUCTIC4 FACILITIES (R APV OAIE OPAWO TATER '
AND A NOTARIZED STATEMENT FROM THE MAIDTFACWRER THAT ONLY COILS •8 B, �� �(�-'.��"16J"�'I
WN YIELD STRENG1H OF 34.000 PSI OR MORE SHALL BE USED TO MAKE I
DOOR PANELS FOR DADS COUNTY UNDER THIS NOTICE OF ACCEPTANCE. [501FRL mm L ukma PL m a WTLFD SFA S 0'3
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