HomeMy WebLinkAboutNOA 2-17-17iYT1.�P!TX.1?�77co
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118DS$1,V2GSlceet lioom90$
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130A1t'O AN)) Ci0D7; 1)iYxXNXS9'XxA X0�2 DTPTSTON '1(?86) 3 (5 2390 U (1GO) 315 2599
N0,].' 00 , .03r, AOCEPTANCEr ff Q A ]vmy mlamid�dc:Fbv/eaoriatny
Aninpi` Qat'sige DDQl'5
: 25 Caxz'ia e.G'atirt
`Vf7lnstaxt�Saleut, N'C 2�'�05
This 110A IsUing Issued utulor the appllcablerules aitdregulations governing the use of eortstntofti meto'On[a. The
docutnexztAtloiisubniilteiltlnvbeeitxevicw4dnndaccoptedbyMlamibndoCounty }3R 'roiluctCoziteolS®coon Lobe.
timed Al Miami Dado County aiid othel' areas whore allntved by the Autfiortty T3AO% hrlsdiotlon (A39J),
This NOA A.611tn0be valid after the, oxpv atfozx date stated helaw. Tholvllntui Dade County lroduat Control Seotlon (hi
i4JiemtDade County) dadloz the ABU (In areas othoribozi Mianil Dade Comity) reserve the right to hnvo thtspicduot or
baterigl testott for quirliiy gssuranca purposes. lf'ihis praduct or mnt<uial fails fo perform itt the accepted manttcr, the
manuractaror All itteut• flee expense of such tostingnnd the AWtnay imutediatOy rovoke, modify, or suspond theuse of
such product or material within their ju lsdictioit. RML reserves the right to revoke this acceptonee, if it is detonnhied
-by Iviiami-DwIp County Pcoduot Con(rol Seofion that this product or nintoilal tails to meat the requiremonWof the
epplioublo building code,
T1ds productis approved as daseribedltereln, eadhns boeu dosigned to comply tvitli t1wFlorida Buflding'Code,
includingtGeHIghVelooltyAilu icanezone.
• ADSCi�l"pTx03y'; ilftodeI950 J;Serif€tge & 655 Oalc,Suzuzxtit 1000, 2000 ;;teal Sectional C�at.n6re Door trp ifl
161-0 n `Wide (DR +d5,8, 401?01)
"PROVALDOCUBE, W, DrawingNo, )RC-9S161692C titled "Model950 Neritage &Model 655 Oalc
Sitmmit; (24• GA)1000, 2000, Shott, Long; Plush nnd•Oalc Summit Panels", sheets !through 3 of 3, dated
03/I4/2003,-with-rovls(oit C-dated-02/04/2013; proparod-by-A.mair Garage -boots, -signed -and -sealed by— -
Toznas L. ;;izelmetdlue, p,E,, bearing the i411atni Dade Count Product: Cannot tevI46A stamp wltb the
Nonce, ofAoeeptancommhertu).d expiration date bytlte;ibxiamiDade Coilntyl'roduct-ControlSeetlou,
WSMLE, i110&(jT1tA.7.JN-(.1: Larp wia aiLtaJlMfI3stl0impAct esxstit7at
LAB)' L nG., A liaimiaiietilabolwitittho manufacturer's tiamo or logo, 31100 Greertway Ciro1e, Lawretzco,
Xmas., zttodel number; ffieposltive and negative iiesign prossu>u xattng, jndigate idtpaotr�ted feapplicable, .
histalIatdouartstivatioudrawing reiereneertvtnboz; approvainumber OOA.),t io appiicableteststandaeds, and
the staisznsiifiwading `3v. atn ]dada GountyProdticfiGontxvlAppiow - is fo belocatedon-the door's side
trnplc, botforn uugl% ov innor spcfaoo of a punsl,
1� ! WAL. of lbisNOA. shall be oonstdorad after a ronowal appiloatian has boon filed and thorOuio 7beenno ohango
In Me applicable building ccde uoguttyaly ai['ecthlg the parginbnce ofthls product
TFR�W ofthis *N6A wk,odcut afteethe bAlllratton d0o or if there has boon a reylslon or oWngb'ln tho
materiels, time, and/ormnpoft�IOAnsaufupcetdoiselelttn nortt ot'ariyli'rothidt, for
salon, edvotitsinvorany othvi`purpQac's shall2(i 6 ftaticiillyfetniinnto this1�IOA, If iluio:to cbmply-kilfhauvsectlouof
lhis hIOAA shall be cause for tdritrlitHtlonund zemuval of RO-A. .
.i1J?�k�'1'xSE•lYCD,�11f3.`: The �IOA ntum�ber prei;edetl by the uvorcls ?yiismt»7�ade County, i+loxida, ;utd falfozved by the
cxpitatioxttTaterainybeiliaplsyedisudveitisltig[itoratute. Ifanyportionof'1th40:A.3sdisplayed,thehitshallbeflout,
Iit Ifa entii'e[y. .
1r1'I;a`r cx>«i�; :A copy of this entire lIOAshall bo proytded to the usorUy titn.inauutai}taror drits dislributbrs and
shall Ito available fortttspdattott st tlii job wife at theXequest of tTt��,u�I irtg Q£t%Inl.
Tlils�l'OArovlsesN4.b.#i3 8503,OfJ and oonsiats �'" a
� `, gip T � vicie�icepngeE•1, as'xyel� ns apprp•val
Y �4
do�uineriEmentlonedebtive, ..;- �, - � ' �Ad�
tie sgbsn_ ItEed dQopinenf�tlotz wag xeviewed byosb�''
a �'7 ,•a41 � i V 19'OANo7 Z050519
MtAM •DAtiECOq /jQ .; ?jv'', atlo2i Ditto; Septer»her 4, 20i8
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Amarr Garage Doors
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS "Submitted under NOA # 13-0503.08"
1. Drawing No. IRC-9516-169-26, titled "Model 950 Heritage & Model 655 Oak Summit, (24
GA) 1000, 2000, Short, Long, Flush and Oak Summit Panels", sheets 1through 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 Bander NOA # 13-0503.08"
1e 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 04103/2013, 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 by American 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 0311.01-03R, dated 06/22/2006, signed and sealed by David W. Johnson,
-- - P.E.-"Submitted-urjder NOA-# 08-0718.0311 - - - - = -
C. CALCULATIONS "Submitted tinder NOA # 13-0503.08"
1. Anchor calculations prepared by Structural Solutions, P.A., dated 04/1112013, 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. AIATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of code conformance to the 50' edition (2014) FBC and no financial interest
issued by Structural Solutions, PA., dated 04/08/2015, signed and sealed by mas L.
Shelmerdine, P.E.
07 l4 Zd !S
arlos M. Utrera, P.E.
Product Control Examiner
NOA No 15-0505.13
Expiration Date: September 4, 2018
Approval Date: July 16, 2015
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NO RL 055 OAK BUIOOT d� CA) 1000. ¢00D
SHORT. IGNa. TLV511. AN OAK 6UIDAT PANBIS
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LC-2 16-169-26
9[HI V5
SPECIFICATDNE AND NOTES
1. ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE VERTICAL TRACK,
THE HORIZONTHE NTTALEJAMB ORARHEAD R RECEIVES NO IS TRANSFERRED TO THE
OF. THE MM
LOAD
TRANSFERRED FROM THE DOOR.
7 E0ACHLVE/FTCAL JAMES RECEIVES
MAXIMUM DESIGN LOADS OF;
3. DOOR AND HARDWARE WILL BE DESIGNED, MANUFACTURED
AND INSTALLED VAIN STANDARDS AS SET FORTH BY DASMA.
4,
DOOR SECTIONS SHALL BE 24 GA. (.0216 MIN. EXTERIOR SIGN
ROLLED FORMED, W/ BAKED ON POLYESTER INISH-
B. DOORS UPTO 7'W HIGH CONSIST OF (4) SECTIONS AS SHOWN.
USE (1) 8 1/2' R-TRUSS PER SECTION k (2) 3- 200A STRUTS AT BOTTOM SECTION
S. DOORS OVER (4) SECTIONS REFER TO TABLES 1 AND 2
ON PACE 3
7. SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESIGNED
BY A REGISTREO PROFESSIONAL ENGINEER FOR WIND LOADS
INDICATED ON THIS DRAWING IN ADDITION 10 OTHER LOADINGS.
B. THIS APPROVAL REOUWES 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 AN O TENSILE TOTED ACCORDING TO ASTM
E-8 BY A DADE COUNTY APPROVED LAB SELECTED AND PAN BY
THE MANUFACTURER .EVERY 3 MONTHS, 4 TIMO A YEAR, THE
MANUFACTURER SHALL MAR TO THIS OFFICE A COPY OF THE
TEST REPORTS WITH CONFIRMATION THAT THE SPECIMENS WERE
SELECTED FROM COILS AT THE MANUFACTURER PRODUCTION
FACU TM AND A NOTARIZED STATEMENT FROM THE
MANUFACTURER THAT ONLY COILS WITH YIELD STRENGTH OF
34,000 PSI OR MORE SHALL BE USED TO MAKE DOOR PANELS FOR
DADE COUNTY UNDER THIS NOTICE OF ACCEPTANCE.
AVAILABLE TRACK CONFIGURATIONS
N.TS..
INTERIOR OF GARAGE
—4 MAX. WIDTH 160' �-�-
DESIGN LOADS®
+366.4 LBS/FT SEE NOTE 2
-394.4 LOS/FT
WOOD JAMB ATTACHMENT TO STRUCTURE
1/E•CNBEBNENTI '-' __ .- .
BINPSCN 1/4' k 3- TITER SCREVS STARTING 6- FRCN ENDS, USE PAIRS OF FASTENERS
(3- APART) AT 8. W.LI 1/2' ENBEDHENT)
HILT, 1/4• 1, >SJ/4• KVTKIC U• SCREVS STARTING 6' FRO CND", USE PAWS OF
FASTENERS C4' APART) AT 0' OG U 1/4' OIDEDNRP
6
NRTI SLEEVE X STARTING 6• FILC CNpS THEN 14• D.G <l I/4'
RBEONENO OIR, USE FASTENERS NR HIRIOV C-90 BLOCq
2, USER AST FUR
•LAGS AND BU-TS CAN BC COUNTERSUNK TO PROVIDE
A FLUSH HOUHTING SURFACE
tPREPARATION DF VOOD JAMS BY OTHERS
STRUCTURE
TNLLDV BLOIn.E
STRULTIWE , STRUCTUEI
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RESISTANCE
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