HomeMy WebLinkAboutNOA 7-9-15i
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BOA-ED.A P CODA AI)Td ISTEATzON D1V13XON T (78� 915 2590 1' (78G)315 2399
Nawj t &A' CCEFK.A �CX O Y K1Y.miamldRde ov/ccannm
.�t�x• aQkAge nobrs -
X2S Cdxainge Gou.'E. .
Wix.sto*Salozr,-wC 27105
This N'OA Is bGingissued under the a,�pllcn-61u ztilae andxegniations,goyerning tLs use of.conshvaRlon mnterla7s, The
documautatlousubxUittedliasbceitrepteMed iud'noceptedbyivtitnn�DadoCounCynEli�rroduakConlColSepfiou to'ba
used h1.Mland pado'County and outer itteas t4ttero allowed by the r tifiuority Having Airlsdiotlon (A)1).
This N'QA slialinotbs Yalid aftox tfie oxj�ixatlotr mate sleled bala�v. TheMiatitiDada County 1'roduvt Coutrnl5evtton (ln
Pdlaml Uade County) aridtgr site ARr (in arena 61her than Minns) llade L'punty) reserve the right tQ hnYo thls.producEor
ruateri5l tested far guultty flssurtmce punpnscs. rfthis pxoducE" or malarial fails. to perfot9n itt tlta accepted mMucr, Vie j
►nariuiaaturer Nviltinour the ogpeitse:Ofsiiahtesth% and the A107 may lmmctliately revolco,'iitodlfy, or'susgeud the use of
snob prpduet cr"material within their jurisdl°fiou, MRTesorves tlp rlghttb reVol a thus accaptattcv, 2It is detefntineil
} by Miatni-bado. County product Control Section that this product or material fails to moot the regn1romeills of the
appli6able buildingoodo,
This godnat is approvedas desaribedhoroin, undhas beon dvsiguedio comply Vrlth tho X'lorldaBuIlding Code,
including 111oTiiglt Veloeity Hturlcape Zone.
D�SC1�1I''Tx01'� t 11s(or�ol 950 7�exltttge s 655 Oa7c Summit 1000, 2000 Steel Sediovul Garag( Door up
to 91-I Wide V)R •F51,1, -60.3 Pm.
A1PPROVAL3)0CUhM1 T. DrawingNo.IRC--9509480-21, titled "Model 950 Herltago & lvl06016.55 Oak
S=mlt, (94.GA) 1000,.2000, 5hQ11, LO118,•kFlush And Oak Summlt.Panels", sheets 11hiough 3 d€3, dated
08/14/2003, with rovlsionD dated 1011312011, prepared byAmau• Gunge D=s, signed and sealed by
bearing the ivilami••llade County. !'rodeos COnfEOl reviSioit atFlmp with the
Tomas L. Shelmordhie, p.B•,
Voiioe ofAece-p- tduoefitunber and-exgL:ntlon date by iiLe Miami -bade CountgProdupt ConEt'ol. Sevtiou.-
1Y1159SGN 31VACT;Ea.&7!'Xl`TG, 7Gaxge.aitd,SritaIl WOOD Xmpttet pusistwit
DAI3L�L71'TGl; A permanent label rltiLthe triflnitfxohtcer'sname or logo, 3 800 Greonvay Cirala, Lmyrodoo, h
nnsas, mbdel.ninibot, the pus$!ve and nogativo design. pxossuce rating, lnldloate impaistratedif applicable,
installationiitsfrnotiott d1-aw1'11gre:FerertGeAUnll.el, flpprov'alniixaber(.ff0A•),fih@applicable to#standQrds, and i
th& statemontreu6ig `IVlittnit Dade Counlyl'roduot Control Approved' 1s. to be laoated nnthe door's side
tvaiik, bottom angle, 6rinns3rsti A00 o£a.pai.el,
liT1'Tp;4{1t1xGftltlsNOA,s alLlte.consiQoredntteraYeueVl►rlQpplioativnhasbconfiledpad tlwoAasbeen novhnnge
in the applicable building code negallvoly ai1'ecflrigthupet% it►oncv oftl�isproduok
TRATX(71`i afl}ii.� i�OAwlll opcuratlor the 4irtilion date orll''therobna lIeon:g revisiou b ohange in tho.
mnforlals, use, antd/oringnufaature afi thePxa get orproo@ss: Misuea oftjtis NOVA es an onaorsement ofany peaduot, for
gales, flc`tvottising a.' Any ' therpuirpgses'sftiuT! autoriunllotilly torminala'ltils NOA, FFiiture to contplywltliany section of
t�is.TTOA.�htillbo causefi'ortermittatiouauclxemoval oi:l�IO.i4..
T., 3'ha NQA -wmbex precededW the }voids Mintn Onda Coxi* 7:lorida, end follbived by tko
. aspit�ttlonilatemnybedtspiayodin.atlYettlstnglltesnturo, Ifng7rporttonof.tlleNOA'ls"rlispIayed,thcn.itsl.t►llbedoiie
in Its cna'.4y.
S1YtSX4�C`xYOlt A dopy of this onliroNOA shuillbvpigYldpd tp ttie `tisgrly tlia znant�faeh�re� Brits eiisitlbtltors snit
shall be avdlluUle%rinspeotioit�tt'tlie jb6 sits at: thosbgtlesk offlte �ullding offit:ial,
xliis BOA Yaxisea}fil0it?L 7'� 13cQ�fl3rQ� �t.d Gonslste oi` title page.l fled vvldAAaeptige &•>., a; well as apptoval
claaumortfinenfio�ted'dbov (� ('
fibs snbmliieii dovunuOV&& �vib �h6 Gn.zvs. : lQtrorn, P 1.
�0
���`° ry`� i:- a�;'t,` : r� ;• �� X0.A. No 1'i-115t1,5: 1
tautrt•bttuecc�u '`� •-o � '`' �zpimtl6nDnfa:Septenibexd,2018
A.Xipxowdibate: duly 10,2015
o o D AWC,b :.
,�-1, liL
Amarr CaraLZe Doors
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS "Submitted underNOA # 13-0503.06"
1. Drawing No. IRC-9509=180-21, 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 B dated 10/13/2011, prepared by Amarr Garage Doors, signed and
sealed by Thomas L. Shelmerdine, RE,
B. TESTS "Submitted under NOA # 13-0503.0611
1. Addendum to Test Report No. ATLNC 0129.01-13R, prepared by American Test Lab, Inc.,
dated 06/11/2013, signed and sealed by David W. Johnson, P.E.
2. Test report on Evaluation ofPainted or Coated Specimens Subjected to Corrosive
Environments per ASTM D1654 & ASTM B 117, prepared by Architectural Testing, Inc., Test
ReportNo. C5463.01-106-18, dated 04/0312013, signed and sealed by Gary T. Hartman, 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
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 by American Test Lab, Inc., Test ReportNo. ATLNC 0129.01-13R,
dated 04/02/2013, signed and sealed by David W. Johnson, P.E.
4. 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' Model 950D Heritage with
Durasafe, 24 ga Sectional Steel Garage Door, prepared by American Test Lab, Inc., Test .
Report No. ATL 0311.01-03R, dated 06/22/2006, signed and sealed by David W. Johnson,
-P.E-.- "Submitted -under NOA #-08=0718.01 .--
C. CALCULATIONS "Submitted under NOA # 13-0503.0611
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 01/25/2012, signed and
sealed by Thomas L. Shelmerdine, P.E. "Submitted underNOA #.08-0718.01"
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 51h 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.
R� 0? a9 aD1S
Carlos M. Utrera, P.E.
Product Control Examiner
NOA No 15-0505.11
Expiration Date: September 4, 2018
Approval Date: July 16, 2015
E-1
ADAPTABLE R0.LER CAPRIElt
' AIIAENEO V/ I2)'1/4•x 1/2•
.--I MIT 1. ➢R&El
Q
D S/8• PEDA R-TRULY AT,A
1— DURAS.E
MIER HINK AIM=
Ilmttf11IgIY 4[LNLK I 2• TIIU( 2 GA'fNDIF DIAL
N�1/ . 1/4'rIKY %..I ATT
ADAAST1/4' SLIDE I A
GA FLAG MNCKET AT TA— I. VQD
YVL(U S/16 D1A X L-!/8' LAG DU.TS AND Tn
TFAat V/ t4)f/4•-2° . !/B I.. SPLICE
t0.iS NIR IWTS
4-
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ATTArIID V/(ll 1/P • _' TAUT CaIIUt si1lE ��6-„'
WLT A NITS
YttD I/4' . 1/2' BGLT ANB NUTS
2{ DA RW MY 1. SNIT
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D/1' NC% IIAD SdLYS . 3• IB BALL-
PEII BAPIXET • M(N STd fLILUI _ �-
SRIR 1PAa{Y AT 11•S IOGAW
PICA[ FIXTURES 1 +-' o.'
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SCE lfAm a DR ASS:. F•R ^ —YES,
R[CmlllliD1. EEYSTNSN a)t•1mT11TRA] �A TYPICAL OURASAFE CENTER HINGE/ , 1
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16
LE (TAIL E G) al PAGE i
FGR JIJIB SO= SpACe&
a
TRACK
CaI=U'fla1 FOR A'8' UP TO 10 TALL DOORS
A
AT LE
LmATION� S A
SQ 1A.L1 4 ml PAGE EEE ((IABLf 1) OV PAGED
a _
TYPICAL STILE STIF ENER/ r 1 RA'H %22 W a s/e'
q-TFUR) DALV. ¢ila. R-1FIIsf
AIT,E V/ NI 1/4• x 1/4•
N.T.A `A HEX HEAD tW— AT SAd all
.
FOR ST11E PUBFAdI FOR STRUt SPPaNO
9'-D• xAY
AN
HEA. WO m 1/1• . 1/Y .
�rtESG[Vt AT dCN CdiLR
' INSIDE ELEVATION
ADSASTABLE SLLDE ARALi Y WT. I�G•IIgASIfE
ATTAUYm V/tU 1/4-eD .' N•me ATTAmRO
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ATIICHCD V/ NI `••'•� �% •Lz_ mm DN mTN SIDES !/A' NW
NA . 1/4' HEX ENGA6EN[NT filtl Nld. al LaX
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IMPACT RESISTANT
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TttPICAL ➢URASAFE FOID 14INGE -3
im.
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LARGE SUSSLE T P -,
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2' E.A. STRUT
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IMPAGT !0 (P�' O {T 1�•' Q °
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AT 11I tm Rm (0 S/IA' aA
LAND AmIES6¢TPEWXTnINTTRrPd RaLLI
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arr
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SRORI', !-0NO, PLLI311, AND OA% SOHuIl' PAFNL9X22a97L0.10E
t•LT Ptm PTR CwL wmeLL ••,•^
PICAL BOTT@I DRACKET
4
0 ut oAu @IC-9509-180-21
JW] ][ASSET TRACK MOUNTING DETAIL w w 5 r
(NA S OR itim,
x.rz
gFDIDBT mjlifDl
sw 1 of 3
SP c,PI-ATlac r Nc`RND 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
IRANSFERRED FROM THE DOOR.
2. EACH TICAL JAMBS RECEIVES MA%fL1UM DESIGN LOADS OF
+230.0 LB�S�FT 61 -271.4 LBS/FT
3. DOOR AND HARDWARE WILL BE DESIGNED, MANUFACTURED
AND INSTALLED %NTH STANDARDS AS SET FORTH BY DAS AA
4. DOOR SECTIONS SHALL BE 24 GA. (.0216) MIN. EXTERIOR SKIN
ROLLED FORMED. VT/ BAKED ON POLYESTER FINISH
S. DOORS UPTO 7'V HIGH CONSIST OF (4) SECTIONS AS SHOWN.
USE (1) 3 S/T R-TRUSS PER SECTION
S, DOORS OVER (4) SECTIONS REFER TO TABLES 1 AND 2
ON PACE 3
7. SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESIGNED
BY A REGISTRED PROFESSIONAL ENGINEER FOR WIND LOADS
INDICATED ON US DRAVS40 IN ADDITION TO OTHER LOADINGS.
B. 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-B BY A DADE COUNTY APPROVED LAD
SELECTED AND PAN BY THE UANUFACTURER EVERY 3 UONIHS, 4 TIMES A
YEAR, THE MANUFACTURER SMALL MAIL TO THIS OFFICE A COPY OF THE TEST
REPORTS %PITH CONFIRMATION TNT THE SPECIMENS WERE SELECTED FROM
COILS AT THE MANUFACTURER PRODUCTION FACILITIES. AND A NOTARM
STATEMENT FROM THE MANUFACTURER THAT ONLY COILS WITH YIELD STRENGTH
OF 32.000 PSI OR MORE SHALL BE USED TO MAKE DOOR PANELS FOR DADE
COUNTY UNDER THIS NOTICE OF ACCEPTANCE.
INTERIOR OF GARAGE
4 MAX WDTH 9'0- �►
DESIGN LOADS®
+230.0 LBS/FT SEE NOTE 2
-271.4 LB5/FT
WOOD JAMB ATTACHMENT TO STRUCTURE
12' ENBEOKENT)
:NOS, USE PAIRS OF FASTENERS
6' FROM ENDS, USE PAIRS OF
HILN SLEEVE AN.HM G/0' X 2-Y4' STMTING 6' FROM ENDS THEN 22' DC, 111/4'
EMBEDMENT) (OR, USE FASTENERS FOR IOELOV C-93 BLOC10
-LAGS AND BOLTS CM DE MUNTERSULK TO PROVIDE A FLUSH NCUNTING SURFACL
-PRFPMATIDN DF WOOD JAMS BY OTHERS
V000 CONCRETE
STRUCTURE
IN.IOV BLOCK GROUTED ILD
STRUCTURE STRUCTURE
�ISTRUCITURE
1/ H]N
1-i/2�NIN
x62-3/1'
ifP JANL
J N
PROD=REVI3® P{lOWCTRBVI3ED
m,�4p vR0 UmF/aWE 1cR�ppgwi6NIDDIRmUO
WTAi1TO06o
6.!v Mo Na 8 m S 9.06
BrTRY
�� Iio6W
TABLE I TABLE 2 TABLE 4
DOOR STRUT SPACING (BASED ON RECOMMENDED DOOR SECTION - N HEIGHTS Section CenterStile Location
HEIGHT SECTION CONFIGURATION) TOP HEIGHT -B-im-F-#2-T-#3 #4 #5 1 #6 1 #7 #8 1 Panel Type (Measured Imm Left Edge)
A B I C D E I F I G I H T k-- VVIdtk- 2.t 31d
(a) on) (in)
m it, mogj 13'6" 21" 21" 21" 21" 21" 18"1 IS" 21"
7. 6 112' 16' 37" 58' 76 11Z' .,;4
MM99mmmm I I !w Long 24.000 48.000 72-000
12'6" 21" 18" 18" Is" 18" 18" 18" 21" 8-10 Bead 24.626 48.000 71.375
8' 5 1/2' 16" 34" SZ' X' 88112" M9.1 -rmivtte I
�W IN01M, 8112 Long 24.600 49.000 73.600
F 9�0
9' "61/2" 13" $1" 49" 67" 86- 100 1/2" 11'6" 21" 21" 21" 18" 18" IV 2V 812 Bead 26.125 - 49.000 72.878
10'6" 21" 21" 21" 21" 21" 21" 1 Long 25.000 60.000 75.000
10' 5 I/Z' 16" 37' 58" 70' 91' 112 112'
ITH Bead 26.625 50.000 74.3TS
1 1'. 15 IW I IWI 34" 52" 70- 88- 106" 1241/2!' 9'6" 2V 18" 1 18" 18" 2 am MOADIQ
A 8'16 Long 25.50D 51.CDD 78.500
.16 als gm ta 8!16 Bead 26.125 51.000 75.575
iz 1/2" IV 37" 58" 79t' 100" 118" 136 im 8- 6" 21" 2P '1 18" 21"
4 MiLM �'g- '051MY(lZU"', - Mi
05, Y 8,;e 20.1300 SZOCO 78.000
13l 5 1/ 1 3T' 69' 7W 94' 112' 130" 1148112", 7- 6" 18" 1". 18 is" 181, Uj8 Bead 20.M 52,000 77.3
.......... ... -0- -
MAWN M&P
9110 Long 26.500 53.000 79.500
21" U-110 --IFe-ad 27.125 -63.COO 78.875
14! ffirll' 37" 68" 170" 1W 21
.18 18
TABLE3
Long 27.001) 54.000 BI.OGO
DOOR TRACK ATTACHMENT SPLICE I EVIO I Bead 1 27.625 54.DOO 80.375
HEIGHT -AT B T C D E G H I I J K L M N S
T 3" 14' 27" 38, 46' 56" 69' 7611 1wiv mm
ME 0 m ME 0 in Em I
14' 27" 38" 46'j 56" 68'. 1 78" 881. uvmDv =0 lwp3AII=
MAX ME
9T 3" 14�' 27" 38" 46" 56" 68" 78" 88" 1 1001, DESIGN LOAD ♦ 5 1.1 P.F N
2AVUED
ftibdrd" -00.3 PSF
M MEW
10- 3"114' -27" 38" 46 56" 68" 78" 89, 1001, 112" 9 r:
By
wo
Qm�-
3" 14!' 27" 38" 46" 56" 68" 78" 88" 10011110111 IM' ...............
"Iffult§11%
IT 3" 14" 27" 38" 46" 56" 69' 78" 88" 100" 110" 120 1361,
I'll - 1.. ��T, ,
W-
2ka
A.*
2-7" 13' 3" .14�' 38" 46" 66" 68" 78" 86" 100" 114" 122" IM' 148"
DEL goo ImmTkoll (24 0 LO 0. 2000
OAK SUMMIT (24 CA) 1000. Egoo Or. inc, nMR, "D16 do.
AND o a a PAR
14' V 14" 38" 146" 56" 69' 78" 88" 100' 11 4�' 122' 13TIliE 160'.
I
ALL TRACK ATTACHMENT SPACING +/- 2' ALLOWED WITH SYP OR SPF NO. 2 OR GETTER ONLY I SM 4 IF 3
fx
iet
Lang
TABLE I BLE 4 TABLE 2
DOOR STRUTSPACING (BASED ON RECOMMENDED SECTION DOOR SECTION HEIGHM
HEIGHT CONFIGURATION) TOP 4EIGHT Btml #21 #31 #4 #5 96 #7 #B
A 13 C D E F G H I T
VAN AM ISO' 21" 2 21
7' 4112" 7' 171/2"3811Z'59112' 761 su-j CE
1ZV' 2f W 19' 1EY' I&' W 18' 21"
6' 4 1/2' 7' 17112' 351/2" 531/2' 71 11Z 881/2'
owaMMMMMM �=Mo
9' 4112' 7" 14112"321/0601/2"68-Iff 86 1& 1001/2-1 1116' 21" 21" 21" W 19' 21"
®r 9,AMM-A
10' 4l/Z'I 7" 17112"38-112!'1591/2"177112' 95112"1 1121/2 IUU' 21" 21" 21- 2V 21" 21"
SMUL07MEEDLUMEM AKM�
Q!M§!L.7]1 U-M
ill 12" 7" 171/2" 35112" 53112" 71112" 89 1/2' 107112" 124 VZ' 16- 21"
96' 21" W Is, 1
.yk7,
1361121,
12' 4 10 7" 171/2"381/Z'691/2'801/2"101112"119112L. F�� R,1"
�wm '017i, 96' 21" 21" 21" 18' 21"
4fo
13' 4112" 7' 17112"381069112'771/2' 96110 1131/2'1311/2-1 rw 18. 1&-, 18., 1&-, 16"
''WO ".X4,Y)A. jl48,l,/ " . . . —
Q
17
60 Ili V -F M
14l 4112" 7"' 171/2!'1381/Z'59112"801/2'1101112'1221/2"143112" . 1.
ROOM A .
lellig,12i"I
TABLE3
DOOR TRACKATTACHMENT S LICE Ri cm M a HKEEIR EVE!] FV 010mcrNm Out ff
A ARDWON =KUOL0&FWXnQ7A1/2M
HEIGHT A] B C D E F: G H I J K L M �iN 8
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