HomeMy WebLinkAboutNOA # 10-1228.01a
'> MIAMhDADE MIAMI-DADE COUNTY
M PRODUCT CONTROL SECTION
BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) 11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION Mlaltli, Florida 33175-2474
T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) w%vw.minmldade.goy/bulldl�
Clopay Building Products Company
8585 Duke Boulevard
Mason, OH 45040
SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of
construction materials. The documentation submitted has been reviewed by Miami -Dade County Product
Control Section and accepted by the Board of Rules and Appeals (BORA) 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.
BORA 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: Residential 2" EPS Classic Steel Sectional Garage Door up to 18'-2" Wide
APPROVAL DOCUMENT: Drawing No. 103028, titled "M/N 4300/01/10; 4400/01; HDG/L;
6200/01/03", sheets 1 of 1, dated 04/02/04, with revision 06 dated 12/08/10, prepared by Clopay Building
Products Company, signed and sealed by Scott Hamilton, P.E., bearing the Miami -Dade County Product
1 ( Control revision.stamp with the Notice of Acceptance number and expiration date by the Miami -Dade
County Product Control Section,
K� MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and
r,
following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein.
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 and renews NOA # 04-0407.01 and consists of this page 1 and evidence page E-1, as
well as approval document mentioned above.
The submitted documentation was reviewed by Carlos M. Utrera, P.E.
NOA No. 10-1228.01
Expiration Date: March 02, 2016
P61
Approval Date: March 10, 2011
0� jr Page 1
Clopay Building Products Company
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No, 103028, titled "MIN 4300/01/10; 4400/01; HDG/L; 6200/01/03", sheets 1 of 1,
dated 04/02/04, with revision 06 dated I2/08/10, prepared by Clopay Building Products
Company, signed and sealed by Scott Hamilton, P,E.
B. TESTS "Submitted under NOA # 04-0407.01 "
1. Test report of uniform static air pressure test per TAS 202 & forced entry resistance test per
AAMA 101,on Sectional Garage Door (Insulated) prepared by Hurricane Engineering &
Testing Inc., Report No. HETI-03-13 5 8, dated 11/19/03, signed and sealed by Rafael E. Droz-
Seda, P.E.
2. Test report of large missile impact test per TAS 201 and cyclic wind pressure test per TAS
203, on Sectional Garage Door (Insulated) prepared by Hurricane Engineering & Testing Inc,
Report No. HETI-03-1359, dated 11/19/03, signed and sealed by Rafael E. Droz-Seda, P.E.
3. Test report of tensile test per ASTM E-8 on Galvanized Steel Door Skin (Front -Edge)
prepared by Hurricane Engineering & Testing Inc, Report No. HETI-03-T084, dated 12/03/03,
signed and sealed by Rafael E, Droz-Seda P.E.
4. Test report of salt spray test per ASTM B 117 on galvanized and painted steel panels, prepared
by Twin City Testing Corporation, Report # 30160-04-63365, dated 01/26/05, signed and
sealed by J. D. Lee P.E.
5. Test report of ignition properties test per ASTM D-1929 on type I EPS, prepared by Intertek
Testing Service NA Inc, Report No. 3082959-500, dated 09/16/05, and signed by C. A.
Penaloza.
6. Test report of surface burning characteristics per ASTM E-84 on Type I BPS prepared by
Intertek Testing Service NA Inc, Report No. 3082960-500, dated 10/04/05, and signed by J.
,
Trevino.
t
C. CALCULATIONS: "Submitted under NOA # 04-0407.01"
1. Fastener Attachment Calculations prepared by Clopay Building Products Company, pages 1
and 2, dated 01/26/05, signed and sealed by Mark W. Westerfield, P.E.
rt` D. QUALITY ASSURANCE
1. Miami -Dade Building and Neighborhood Compliance Department (BNC)
E. MATERIAL CERTIFICATIONS
1. None,
F. STATEMENTS
1. Statement letter of code conformance with FBC 2007, issued by Clopay Building Products
Company, dated 12/09/10, signed and sealed by Scott Hamilton, P.E.
2. Statement letter of no financial interest, issued by Clopay Building Products Company, dated
12/09/10, signed and sealed by Scott Hamilton, RE.
p2 /bill
Carlos M. Utrera, P,E.
Product Control Examiner
NOA No. 10-1228.01
Expiration Date: March 02, 2016
Approval Date: March 10, 2011
E-1
C
C
DOOR HEIGHT K DF
SECTIONS
UP TO 7'0' 4
7.3" TO 690 5
9.01 TO 10'6• 6
10'9• TO 12'3• 7
12'6' TO 1A'0' B'
Iq'3' TO 15'9• 9
16.0' 10
MAX SECTION HEIGHT. 21•
(1) 2O OA K 2• SrM WON
LOCAN M [G IMTLRMENAtt [0[ \
IOGt. AT BIbIER PUIC ARACHro
IN OOMBLE SPED AC
AOMES.'K To eWil OF OOo9
10 4400 4401. HDG HOGI- f ➢mi uTNu �'
10. 68. 6200. 6201 _ 6 03 iMWLER NottLs Pnm ICIMLs MUPTPrIW
4]pp. xDP, N. 6ML azW [> DA o11. 1 -1 PA ". PNn ' �RI.,NO.
4]m LF. uN x>M. Fur,
�(IEW "E• 6• C-CHANNEL' q]Ip xpR, 6). 6]0, xLW [T 4. E.1 .1. LUNG -LED WML
4.W eIA e4 GA Ea, SWAN E14RI eNUI vANCL '
4ul n cA Ql..- ILMUH
2.73• -I 225'
AT ME (]) aOGTbb PER CIMMHEL .no ON F14.6/8' SHUT METAL S WS I
OKXX EIEwIIOr 6ELOX AIWH THE r . 2-1 41
12 GL STER RDKl- PUtt m TWO O E O (2A W DDDRS
or THE C-CHAHNEL - (4) 1/4'4/4' SCUT USE 14 CGuAd
iwPWC SWEFB SHELIS oX IGP N0 BOIIMI SCCIOIK MAN: O IMERLL HMSiSJ
PttAN 1M GL lwrMlORc (>) A• [ Y,' HEX SCREWS IOCAICD AT I.K" 7.3' 7.$•
UfES O ,CIMAT A ]-A' rgoP TH[ TDP [M[ Ol TOP O O O
TNES( mCAESIT2bx AKO TRW THE BOifOY IDLE Or 1/4'.3/1' SEIF
SCCIIOH4 SEE.E.-Pp'. mrlw smrgx TAPPINCG SCgEwS
_llr'-�/^/%�\\ 14 ..�fNO NN�F IR OA _MFPMEpLATE HIH[E
/NEW'c' VIEW R 'ME "C',
NEW *•
16 G& DOUBLE END STILE EACH
/ ENO.
LOCK POGRIIH (eorH SID-q TWO
m, LOCXNO HAS TEEN TESTED
PER WN REDUIREMENTS OF SECT
MI
OF TAS 202. LOCKS HAVE
5/8' MIN. ENGAGEMENT. ODOR
TES70 FOR FORCED ENTRY WITH
BOM OLRSM KEYED LON AND
NS IE SLIDE BMT LOCK OPTIONS.
(SEE LAYOUT OF EACH LOCK FOR
MrAILS.)
(2) STACKED LKR BRACKETS USED
FOR INNER BOTTOM BRACKETS
W. 4 10, -L. -I0. H;7 Mxc DOOR MOM - 18'-0' BRAPfEiS SELF x1IH (2)
1E STEEL ON A- 1/4".3/4• SELF TAPRND SCREWS.
SEE DETAILS A -A H9IM rlryAnDY NOTE JIMT LHR BRACKETS ARE M50
FOR DETAILS USED TOP BRACKETS
FOR LOW
6• C-CHANNEL. SEE
SECTION A -A FOR DETAILS
SNAP LATCH ENGAGES
ONTO VERTICAL TRACK.
ONE SNAP LATCH W
H .
.INTER. STILE EACSIDE OF DOOR
OUTSIDE KEYED ENO
HANDLE SIRE
INSIDE HANDLE
B OIIf510F KEYED LOCH
SNAP LATCH LOCK OPTION
•
L1!•}Jxj!!uL}Sj•V11_
11'�Ir
�•�-.,I'l�;�i,�P.�t,�l;l�
I
T �T''
7 i■i■i[if�l�i I�11�i
�•Iii I�1•i■�iilTl�i
111�1'
liiill�i I{I iiE�ii���
!
I
A
R�1ifNi®' �I�ki�il!H�'Ifki�l!l�H�iR1
f��Lll�E,r•�IEIS�I�I��III�III�W'�
II�
HEMROOk OPTION BOORS SEE
bMNBLE TRACK LOW xmROO.
INTER. S�illE OP11DN" OEfAA W NONE Al.
STILE
SLIDE BOLT
Nam-,
1) AM ME LOW FROM THE DOOP IS
ME TRIM 10 1. 2.6 -ICAL LADS. No
IGb IRON THE DOOR IS TRANSFERRED ro
TIE N EN!O- (IGP) JAMB
2) ALL AWB NSHIMPS MAT BE (BUT NUT
BEWMD) 9UCMW1E0:O PPMgCA
iWSN MdMIWG 6ACE.
2 1
REVISIONS
DATE: I ECN NO. I APPVD: I DESCRIPTION
RYONAL OOP2)���
(HO LON lROIH N11/x)
3/10 - SH ADDED HOLMES 62nn MODELS; INCREASED MAX. HT. (WAS 12').
I.a5�1xnL 1F OFx90Y QPANpEO
SMPOQ FILL
ral. wNo
m CwAN0. stnwtln
Wx TEXNTcFxWcOProAw0n1.NPRLRA01HP
aKA om wwroL
PWIHSAwMa. wrL
SPAN (uwYOU, SIP)NNOO.S[MR
LsrD
-THICKIMR D BY PPru(P
DIMMING OULu11T 1xTx C-.D uw.
GKr^ BRED-ov rEs1Q PAwI[O
r2 a fAaN sl[[L TOP Pg1D1 6PKT<n
�: _
TOP COAT APREO ro BMx STIES a
(2-1/1• . ]-J/67. GL♦H BPACKPC ATMggtl
(Ul Z11.5/6 SHEEP YEIM S10 "
D
tABI[ ]UDC ARAOIEO i0 TOP BR14ET -
I.�. (2) 1/4'�1/2' eOLT( ANO xYR PFP BPACItET.
I-IM [nDC . le fiLW slaw. (1) FOR
DOOP s[GPDN (sM mot cLLVATX 0. EACH
STRAP ATTACHED - (3) 1/4".3/4" SELF
-PING SQEM I- YIEKS TO -R. ONE
SINIEW To C-CN B).
O'
14 G MI. POLLU EN NOCE. EACH NOXE
- FASIQED TO EMP srUS w/(4) F14.s/r
SHNETµ ECT AMID (2) 1/4'•] 4' SELF 2-1/2•
T wPHNc wEK( (cEE Nn. oy
TOxGK ANO GWOIL .IOWIL
I S/N' (TAN.)
S'A L N 20 OA -M SIER .-BARS. ONE 6' TALL C-CHN1NEl
U-Bw AT THE TOP of EACH WC- N11N ONE le W G4v. STEEL woewxAL u-ILN Ar ra sorlav OF we DooR.
V ARACH MIN tl0 1/1'.J 4' sew NANNY VIEW
SCECwS Pm HxM�
E e TALL, 16 G C-OM NM PER WON SECTIW (SEE NEw r)
T� 1/1-.]/1' S[lf TMPAR SCRCM PER CM STPE ANO M[
SEIRIDN A -A lSIpF NEWT
- /1•J/1' s(lr TwRxG SCRL�W PER BACKER MT NOG .AS.
. N[W E F6N PDxFORCWG PUtt KWNING)
WOOD FRAME BUILDINGS � pn7µFu T(o.olr MN) I-- STEEL slur D-ON(aRAlnlvc C`
SILD HNYLS Or MOM OPWNG SHALL A Rw[D-0r�1 POLrtSTER PAUN TD�V CMl M*�wTDO
lE rHAMm SOU. Br Nor LESS INN BOTH SOCS OF SREL SNx.
I>) 2.1 PNCSSURE TRURO STP OR is ♦ 13 G OAK STEEL Nne. B.ADEI. M1ACMm
DCTCR OF A SIACSS CPAOC -1 CRAM /I2 OR BEfttR WOOD
- " V WRIT (4) Elo4/e' SH[[T YON 9GPCPL
lR5
tNN 120o PSI NDIINAL COREMC TBER AIMWHUY QIRUSOX h NNTL-ERSRR.
ro"' IN BEMWG (� . SIUD WYLS ALW W WI AlfA0E0 TO YCTON MM XOIi /6 . 1• SW W- SCAT 21-1/2' qG WK
iI BE celrtmvar rRd1I MOTHO To JAMB TO SUPPORTING STRUCTURE ATTACHMENF
E BUYS. STW NMlS TO BE OES D SFCTN)N A -A (BIDE NEWT
N' TE BULOWG LNONMP OR
AHEKRECT M R[fdp. •Jrf: .IAmR TF1 CI IPPFIPTwr CTPI I)'TI IPP ATTArl-!%ACKIT
HANO�
END-- /
STILE
LOCK CHANGES
PRO YEINTICAL
TRACK. ONE
C-90 BLOCK WALL 2,000 OR
3.000 PSI MIN. CONCRET
LOCK BAR
I(tlY•,yf/rj
LOCK ON EACH
SIDE Or ODOR.
206 YELLOW PINE (GRADE 11 OR BETTER) JAMB SHALL
ENGAGES IN
TRACK ON
1NSOE SLIDE
BOLT
qE ANCHORED TO GROUT flEU1FORCED BLOCK WAIL OR
CONCRETE COLUMN. BLOCK WALL CELLS SHALL BE
[XrrSOE NFYfD IO 3
IOCN BAR LOCK1Nf= EACH 510E
OF DOOR.
IDCK OPTION
FILLED WITH CONCRETE AND REINFORCED WITH
REINFORCING BARS EXTENDNG INTO THE FOOTING AND
TRACK CONFIGURATION
HORIZONTAL I RACK SUPPORT BY NOIF: TRACK CONFIGURATION
DOOR INSTALLER (10 SUIT) ABOVE THE DOOR OPENING
DOES NOT AFFECT THE WIND
LBAD RATING OF THIS DOOR.
I
3• CALV. TAPERED STEEL TRACK AND ANDS,
TRACK THICKNESS. STE L TANGLERACK AND ARGUE.
A780•
VERTICAL
TRACK
W
K
VERTI^ HORIZONTPL TRACIA' MA%IMUN SPACING
JUNCTION. TWO C. TRACK. BOLTS FROM UST MOUNTING
& NUTS FOR UCSLOT TO TRACK JUNCTION
LENGTH
I'
D0�
HCIGXr
•L'
6.6•
66
T"",ADDITIONAL
g
MORIBUND SLOTS REQUIRED FOR
BOORS OVER 7'0' HIGH SPACED AT 12' CENTERS.
7.6•
B'0•
>8•
84•
B'6•
9P
O
4(y
12- W CENTER
qB.
9.6•
l.r
102•
108-
ID6•
11'P
114•
IT1•
Z
11'6'
129•
126•
132'
O
u
34• ONE. A' TRACK BOLT AND NUT AT EACH
MOUNTING SLOT LOCATION.
uro•
]'6'
la•
ISO•
o
IA'0'
156'
22'
`
14.6•
Isro•
162'
16e•
/1
10'
IS'6•
16'Y
I]4•
1B0•
3-1/2-
INTO TIE BEAMS. ALL BARS SWILL BE CONTINIIOLS
FROM THE TIE BUMS TO FOOTING PER BIDCN WALL
OR CONCRETE COLUMN. BLOCK WALLS ANO CWCRETE
COLUMNS TO BE OESGNED BY THE BUILDING EgGLNEER
OR ARCNRECT OF RECORD.
MAXIMUM
ON CENTER
BUILDING DINC TYPE
FASTENER TYPO ••
DISTANCE
FASTENERS
STEEL
WASHERS
REOUNEOT
]000 PSI WN. CONCRETE
1 A"
I A . 4•
- l A H R
I-3 4 EkBEO RW TAPCW CONCRETE ANCHOR 2-1 2 YIN. E CE 05IANCE
16-1 2
1 D.C.
1 0-0.
N.
WOO RAM
1 2 . q
1 2 • 4
2-1 4 EMBED IIW H UROLT WE ANCHOR 2 MIN. EDGE DISTANCE
1-5 B EMBED NAG SCREW ASTM ATO ADE A 2-1 2 MIN. EOCE DISTANCE
22- 4
1
INCLUDED
1
-9 GROUT- ILL L CK
J e K q 2-1 2 EMBEDIlW REO NERD OYNABOLT SLEEVE MICHOR 2-1 2 MIN. CODE DISTANCE
6-1 4INCLUDED
2000 P51 MIN. CONCRETE
1 2 • 4 2-1 2 EMBED NEJ-R SLEEVE ANCHOR (2-1/2' MN. EDGE DISTANCE
22-3 4
INCLUDEO7
• - FIRST ANCHOR
/SCREW STARTING IRON BOTTOM AT NO MORE THAN HM1IF OF MAXIMULI W CENTER DISTANCE. I
p
HIGHEST ARCH R/SCREW INSTALLED AT LEAST AS HIGH AS THE DOOR OPENING HEIGHT LJ
•• - ANCHORS CAN BE INSTALLED DIRECTLY THROUGH TAPERED TRACK ANGLE IN LIEU OF 5/6 X 1-5/8 LAG SCREWS
SKAL BE DESIGNEDING HILICTURAL BY A EMITS ♦IrIVI1
PBLPABMON K Iauws vR cow _ PNOFESSIOVµ ENGINEER fW WIND LOADS ♦ r, . �':1 i ( �• ry
�SECTO SHOWN W THIS WAmNG. �_ • ( / '
1" 000R ow+Mv (ucx HOE) eTNFRS [) _I SK 9,1 •• •� ,1'• L,� S L
SLOP YOYIDNG BY 0000. InSTALLER (TO 6Ni) H ♦:.)/ • •' (4G.+.)[;
2.4 rg00 JAUB 16 G DOABLE ENO STILE EACH FIND SITE -
SCC'JNHB PMPARAIIDV MEASURES 5-3/1'.2-1/e•X3/8' AND 6 'f
Aql[' A80.t ATACHCO WRN ONE I1,1/2' WMEP SCREW.
TAPEPLD MC;� ) - • I• .:
SE UG BOLL MOUNTv,G
AT TMC. COK.-P I, SI' 7/'M• Mo o PUSHMIT IB G GMV. SI[R MNCR IwG[ ONE 5/i6' K 1-5/6' HAG SCREW SPACED ' ` _ • ft/
E nNtm Gx LY]H rwsl[ryEp l0 I(tl[P. su[[s w/pJ AT THE SVAE DISTANCES AS THE TMCK`�' �•k'�7 L
ROLLER SHIN . UGH /[4.5/6 SIEET MEW L y�
THIN )' WLV. STIR TPADE FASTENED ILA VLV. U.. R¢lLR BOLTS (I.E. 3-1/2. 1°•, W. 34". 46', - •• I � � _�.
io TAPW[0 AKRE. rPAQ Mun¢D iiskx[q ro [NO ACCSttwi �i.Cx EfC.). ADDf10NAL lAG SCREWS LOGTED AT iL
ro VPERm ANY[ Mm ox[ Ipb/e' // /•s//q SIEET LIE D 16'. 2B', & AT FROM BOTTOM. ALSO TW'0 L pWp CIEEN6E• Ro. 2B8
BOLT t xK Ar EACH upMRwC SIOf. (l} I/1 SQF TwP116 SGRDIS PER Ex0 NxGG LAG SCREWS LOCATED ABOVE
)' OM 6-1/1• LING Sttu BULL MAHNO SIM NMLER. VERTICAL/HORIZONTAL TRACT( JUNCTION. 0 ticD iwdv♦Mc kr & -60.0 PSF
LHR BRACKET (2-1/2• . 5-3/4' • 12W) ATTACHED WITH PRODUCEBEVESED
(2) 1/4' . 3/4' SELF TAPPING SCREWS. NOTE MAT LHR-CUOIpIOMVr(10(tI0
BRACKETS ARE ALSO uSED AS INNER BOTTOM BRA{.KEiS' BawIwia&
AS SHOWN IN 20NE C-J. ADOfPfaO■i40 ��'J•
OO�UBNE HORIZONTAL ,
CDLIBIF )RACK � PEOA)CIC
LOW HFApROOM OPTION
3
PART NO.: N/AU.Ios
^
olner-i.
Cla�ay 8585 Duke
CLDPAY VINDLOAD RATING
F1
RANSt.ta
TOLERANCES
TOLERANCES ere
5040 USA
Mason, 51 45040 USA
= Tel. No. 513-770-4953
ko1
.O - f.031
BlriNuy PElduds polry For No. 513-770-4&53
W 8
,OO 2,015
DESCRIPTION: M/N 4300/01/10; 4400/01: HDG/L; 6200/01/03
.000 = t .005
.0000 = 3.001
DRAWN BY: RJK
DATE: 01/13/0
SCALE: N/A
DWG. R
II
Degrees t 1/2•
CHECKED BY: MWw
DATE: 04/02/04
SHEET 1 OF 1
SIZE l.J
DNENSION5[ME111INCHES.
DWG. NO.: 103028
VER: MD
9 1 1 -