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HomeMy WebLinkAboutNOA; Model 950 Heritage & 655 Oak Summit 1000, 2000 Steel Sectional Garage Door. .... n-_�-r_. _................. .. ate_.. -._a .. _— r °fi. A 1= � G0—lIN'E`�i6cg Iy.CiAt4Z1f blA�1,� COUNTY' mo))V(;T C*.0.N 1t0t9=., 1()w 11805'SW2GSli1 et; Itorim 20B A>Y=.r• Gnritgo P061's 125 Caa•aiage Court. wiristoni salem,.Nc 27105 sCOI'FO This NOA Is belagissued undorthe appilcoblo x0lea ondiegtllations-goyerniag the use of conshuctlonm*vials, The documeirtatloltagbluittadliasboanreY�erred:igdaoceptacl[�yMittm�DadeCountyl2HR�1'ioduetConlrolSect[ou toha nSed h1:M11aini ))ado Comity and otY er ureas lvitare allowed by the A� lhorlty $aving rutisdiotiolt (ArC-i). ThisN-QAslioil notbo YoW aftor tho wlj�iratlotl'late stated below. ThelfiRtili--]Dada County product Contro. Seotiou(ln if garol, Dade County) atid(or the AID- (in areas tither than Miami bade County) reserve the rightto'attvc tWs pitoducEor rtaterlal teatod for quality assurance purposes, if this pya6d(or material fails to.perform iu the nOGepted manner, tlto matttrF'acturer -Allinour the W.;• ogse ofsiichtestigg and tho A117 may immediately, revolve, irlbdlfy, or'sitspeAd tho use of quote proQubt or material w0hhi their juxisdiokon. nkjoserves the rlghttq rovoke this acceptaltco, if It is determlised by 1aliani0ado. Comity Pxoduot Control Section that this pxoducf or material fails to meet the re0140=ertis of the opplidable building dodo, This prodl►cE is approvedas desor[bedhurein, andhas beon tlaslgnedto comply tvlth the?'loridaBuilding Cade, inaludingill H1911V010o(tyHutrleaneZone, DE,SCRIP' .1()jTt Model 950 �16 ritage & 655 4alcSlrmn& 1000, 2000 Stool SeciioLnl GaragciDoo> up to 9`,Go Wide (j)g+51,1, -b0.3 PSI'+) . APA'ItOVriY,]DOCiJNl11I�1'I': Dra�viurgo. lRGD509480 21, titlod "Model 950 Horitage, & NEGdol 6,55 Oak - Sulmnit,-()4_GA)1000, 2000,_Slaoa-t, L. 119,.�illsh and Oak S11111b"t--Panel 31 .-- -- s ithrouglt 3 of 3, dated 03/14/2g03, �vitlt lrevision B dated 101i312011, prepared byAmarr Garage)�oois, slgaed-ibis sedd-d by Tomas L. Shelmerditte, prB.,1162AX1g the Mtami•1)at[e County ;pxoduet Control revision atamp with fire -Notiea ofAceeptaaoemimber and exgixatton date by the Miami Dade Con-atyProduot Control Seotion. 1Y11(SSxLS�)Mi'r1 CP RA7l'X1VG; Laxge find,51i1aUMiSA16Impact R.eslstwit DA�L'L-M. A permanent label N11(liihe zrienilfuohtrer's name of logo, 3 $OQ G1 eanzvay Cuolo, La�Yxeziee, TCtnsas, mbde1.i11ilnbeir, rho positive acid negative desigrl pressure rathtg) Indicate impaEt rated if applicable, instaltatignipstrnationdxavr[llgre�'el:o oenutnbel; 1ppro�*alnumber(i�TOA),tileapp]icableteststaudnres,rind tha sttlterilentreadfrlg `Ivunrn! IDade CountyProdnaf C`onti'oX Apttroved' ss. to be located. onthe do'or's side fvack,bottomangle, oi'inn©rsiudacev£a.pauel, i2 hl,'1rt1ALoPW!,KoAskalLbeconsideredatter.arenetral.appliontignhasbeenfiledandtlYex6hasbeenno9% c in the applioablo building case 11e9.1xlyety atl'coilrig thoperfoiinalice of this product; T]u AT1l3N eft}iis XoAavm.doo& Anor the onitral[on date erlffhoro bas hesn:a rovisl. � 0110190 in rho nlatorlttis,uss; andlortnitRui`aotnraofthaPxoii:ictorprooess,w1woeofthisNO,� As nenii0xsemeat:ofanp"peodnot, for Pales, Ifdvortisirig or any other p4bses 4`011 riutomatleally tuminate this No.A,:)= Ilure to cOmPVtivllItany sect[011 of thbHGA, shall be Cans(;fgrtermitiation aud.'xemoval of NOA, A]��C3�.'i�J�:V.Ua>'t�; S'he 3dQ.A.�tumbijr picecededtiy iite �vords Minln bade Cotuafy, Srlq"ridj, and Followed by t11a 0;pitgtion ilatamiiyve dtsplayod inadYectistng lltesnturo, IrIftykortion of th6NOMS displayed, thvn.xt sLali be doria in its cntilely. xl`T153PZa�`,TIONt A copy of this oritiro-NOA 4411 boyrOvlded to the. tisorby the xnamtfatihrrer ergs d1*141AW ana- shall be availaille fo! 111speotlon Mt the jb6 site ut iho>egttest rrffhe)3u1(tling Ofoi:il, xltis2�talt kevlseaNgA # 05(i,rQ �adoonelAofthlspage.1 and wddvnaepage) -.-J, alwallas app>•oval 4dotneltfmondoited aliov The stibmltte'il doctJriao .. A8f1 vi i t� v�6, �rlos'M[, UiroYFt, Pam. car � .• _ .; ;Qr,�%. � �i:. XOA No 13.950gi rcinrl,uan rA%. ,a ,!! ne; Sib4, OXIIu BzpirattonDi r i1ylG,25]fGA roY rr f7 . �4 c,pp�69, �d X'nge 1 1, a _ x, ,Ft�,,a�,�•.,,,.,= +i i Amarr Garage 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, P.E. B. TESTS "Submitted under NOA # 13-0503.06" 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 of Painted or Coated Specimens Subjected to Corrosive Environments per ASTM D1654 & ASTM B 117, prepared by Architectural Testing, Inc., Test Report No. C5463.01-106-18, dated 04/63/2013, signed and sealed by GaryT. 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 Report No. 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 06/22/200.6, signed and sealed by David W. Johnson, P.E. "Submitted under NOA # 08-0718.01" C. CALCULATIONS "Submitted under NOA # 13-0503.06" 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 under NOA # 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 Soh edition (2014) FBC and no financial interest issued by Structural Solutions, PA., dated 04/08/2015, signed and seal*Carlosomas L. Shelmerdine, P.E. 09 �9 Zola M Utrera, P.R. Product Control Examiner NOA No I5-0505.11 ]Expiration Date: September 4, 2018 Approval Date: July 16, 2015 E-1 AO ' R Un rn GSRI[R I/w OLaASATE Anil' HIII PBaL/PAOKTi/E• OWIER HIRSC AITAGNCO O IYR%fiPAa�ssRM Y1 eu�. R-muss ATTAnIEa V/ Ra 1 IE GA WLV. CO.WERCrAL 1 GIEAa SCRM AT _._�_{.: w/OAItEO WI POLTEGiFA iOP RRlER BMCKEL -iv CH [fHIfR s1Pt PRnREa Y/f11 I/1' • ' - --- - 1/1' Hral PEER° FAGKET n Nr31 IHOi 13 p1�PRlER -- r O.' TYPICAL TOP FI% RES 1 N Ts 5 S[E RALLE E) ON PAGE 9 FOR _«A TYPICAL pORASpFE CENTER NIHGE\ J aEGGNrtx]cp sEOIINI calnGlmA Irw 111LE ST ,_AY IFF[M[PS Wl a IN HINGE IF' pV iOP.ECOIIOH VR 2 3 liwaGx AnnsRe�"mNsa�sraur R VSOxaxID 0 I 1 p - - TYPICAL STIlESTIFFLNER %rJl RC ] A `EEE RAaLE U fN PAGE LOUl10X�1 OTRIIT SPa EIIO INGE u r� mAM GOHi1G0PATI. FOR — YP IV 1+ -.u. IN90E ELEVATION �a z• xR� ,1 N.LS [{ w OIgASRFE 80110N PANR AOMTME SLID[ BRAI%ET NO HONC nTTANlCO nTTAtl6O V/lal I/{•Pa N'RNRS 6CAEw'4, LR6L PETNXCAPRODIICEIlbi S/B' 1Rpt%BGLTa PIN Ia1T V/ BOTIOx SEAL T�4onp11'I4 W puATE AJ14TpftE - fa pT \IISPEC rJ>'- _� -a _M .. __. _ . _ �yj 1{ Al aLCR CNiR rec ATTAOI®m ] S/O' PEGA R-1RUai V/fa OLIFR ONR]TRS ATTACNCO -1 TIOH A -A (SIDE. IAFV1) SCRN Tp FNa S111L V/ NI 1/{• x ]/1• RCx IICM SrxVs-PCP OAPRIER � NLS . �301g 9•IO IPLL LTL4 /r11�x Pyp{]{{G�1 _ LOIN sRH PIM1L[R 4,G, E2cA OPTIDNALV T➢ETAIl 6 LARGE MISSLE o-muu = .. m� ➢E Lrx EncpaEi RRp VERIWL H.T. nnnTxcR Yi w r .ra>-ai •"' iRecx px mlx aREs 4/x xw .4. i�aR�+s N�NR�6YAl1 AnAL"EII visii lt°ix`•x. {•��°��a IMPACT RESISTANT TYPICAL ➢LIRASAFE EMI HINGE %31 E Yaw SiPUi 4/IG' c l S/a• Lb AITANO:O V sYYsTi//pppp yaRP110 A, w GALV. SiCR LHa (aOPRgl�m BY p4TALLR1) AiiPR Tp V RC SNIN�A� fEltT AT 0. w ftHiTR =IL6 ' TO° -LSO nT . n1rANEp vlm fa a PafaAd)p1Rw+xlIMTIvaL ipG-L40e AT M TOP NN (O TN °°•• • _ @tilmlg[ . 50 .0 g aaTipM RAIL nlla ANO3M e¢T PRNNES e o m IRIERINI rACE PW AaRA oe� CAPiM d° amiW nRAa%T. __ _ P• IS BALL SIELl y/(T Vi %o/{' m plb,n Cmpd ]• HIII STELA RLLL TYPICER HCR IIEI.O SCREVS MIND /0'N Y u GA i' OALV. srt tPAa AL EOOl1➢RACKET/ A 1TT ._ ..._d, .. ,.o•IRux fi a/a' P-TPusn mwf Tnawas msnu.lwe � x.T.z R IIN-S/S' UMm DD=31101 ----- opiAl we - E. Ingo : vvrP���ENSC id a +SI1 PIP n -GO.S PGF ° y •^/{��(S� OOA •• 3 4ri @g s� ARGE IMSLE SR °'(�'t:Cc ()P;.• : OH1,.r 00 RE9�STAPNCE s S #1 1 lit yk2rL FL V r � pFCIFICATON ANO NOTES 1. ALL THE LOAD FROM THE DOOR IS TRAN6FEflRFD TO 7NE VERPOAL 1RACK. FROM THE TRACK THE LOAD IS TRANSFERRED TO T1E VERTICAL JAMBS. THE HORIZONTAL JAMB OR HEADER RECEIVES NO PORTION OF THE LOAD TRANSFERRED FROM THE DOOfl. 2. EACH YERPCAL JAMBS PECER'ES MAX(MUTA DESIGN LOADS OF: +2D0.0 LBS/FT b -271A LBS/FT J. DOOR AN O HANOTYANE WILL 11 DESIGNED, IIANUFACTURED AND INSTALLED TNTT ST..AROS ABSEi FORTH BY OASMA 4. DOOR SECTIONS SHALL DE 24 GA (.0216) MEN. EXTERIOR SIGN ROLLED FORMED. Vl/ BAKED ON POLYESTER FlNISH S. DOORS UPTO 7'07 HIGH CONSIST OF (4) SECTIONS AS SHOW USE (Q 3 5/8' R-TRUSS PER SECTION B. DOORS OVER (4) SECTIONS REFER TO TABLES 1 AND 2 ON PAGE 3 7. SUPPORTING STRUCTURAL ELEMERTS SHALL BE DESIGNED BY A REGISTRED PROFESSIONAL ENGINEER FOR N ND LOADS •INGICATED ON THIS W-0 I._ ADDITION 7D OTHER LOADINGS. S. TIBS APPROVAL flCXRES E MANUFACTURER TO DO TESTING OF ALL COBS USED TO FABRICATE ODOR PANELS UNDER THIS NOTICE OF ACCFPFMICE A MINIMUll OF 2 SPECIMENS SHALL BE CITE FROM EACH COIL AND TENSILE 7ESTm ACCOIVTGTG N ASTM E-e BY A OADE COIMSY APPROVED LAD SELF A ANO PAID BY THE I'AAUFACTURER. EVERY 3 MONTHS, 4 TRAM A REPORTS CE: A COPY OF THE TEST TYMI CONFlRMATIO THARER SHAM.T SPETO OL�MFRSFlWERE SELECTED FROM COTES Ai 7NE ABWUFACIURER PRODUCTION FACILRIES. ANO A NDTMRED STATEMENT FROM THE NANUFACNRER THAT ONLY COBS 1'IITH YIELD STRENGTH COF OUNTY UNDER 07H15 NOTICE 0 ACCEPFANCE.E DOOR PANELS fTTR QAOE AVAILABLE TRACK CONFIGURATIONS N.TS. INTERIOR OF GARAGE MAK. WDIN SW DESIGN LOADSI I I I I I I I I 1 I +230.0 LBS/FT SEE NOTE 2 -271.4 LHS/FF pR1YN1L'FIUSVLSW pF{ODU(7RGNSED v+K]1he F7mld4 m�APlYign:glEeYbtUa 8a'161itCu� Rmdltp Cbt`a S ,CG �/13 B,DInf6o .Ya i8 9Y RPeaa Catfal ANTI Rodw WE- ENBEBTRNT _. __ _ .- I _ _ _. i LT{ KV1K BOLT 3/B' X 4' START FPOH CNOS T EJ1 24. 0.0 l2 VZ' ENBE➢HENO RN, 6' IRON ENDS TNEN 10. 0.C. (t V4' CMREBXENT) 0' y if• 1��qi� VVO SNf TILT SLEEVE ANCHOR 3/G• STINTING NY/RANSET RE➢HEAB OR�-BG.T O la X 41 TATINGBlOCFKM EITOS THEN 24' D.F (212 ENSEBMENT DESIGN LOAB D� �,�PS'�GEA1$'�'.• Cam-6 FROH ENW, USE PARS OF FASTENERS SOIPSDN 1/4' X 3• MEN SCREWS a 5 �10•-IT p oht.� V U UIN6 L3' APART AT e' OG O V2' EHBEDNENT NILTI 1/4' X e%/4' KV1K-CDI 11•• SCREWS STARIBIG 6• FRDX FJm USE PARRS BY w� Y iASTENERS f3• APART) AT O' OKL O I/4' [XHEBNENT d 'yam`/ IfILTI SLEEVE CHOR 3/B' X e-3/4' STARi1NG6' FRWI ENDS THEN <I 1/1' ERIE➢NENT) fOR, UEE FASTENERS iM HO1BV C-9H ➢LOON) STATE OF LARGE WSSEE mS. AS�C�OO.Np IM •LAGLTS VCAN BENSUUTPRIE A FLUSH HBINTNSURFACL PBYXPPARATR0OTHERS PAROLE A�4O�,PrI' �q !!lIIIIIIIBT4L ODD .CONCRETE IBILLOY BLO GRBUIED BLD STRUCTURE STRUCTURE STRUCTURE SIRUCNR[ FL arr � I� I� F--4' B_3/L' MM 1-1/2' HIN COAT YINSmF➢K24 OA 910 V Itl MODELBSO BBXIS 2L OA) 10H0. SOI 1/ p JAMB t. I1EN MODEL MODEL 666 OAK SGMYIT (ZL OA) Sft070', IAHO, IR.GSB, A[G) OAK 6W1 TABLE -I DOOR HEIGHT STRUT SPACING (BASED ON RECOMMENDED SECTION CONFIGURATION) TOP A B G D E I F G H I T 7' 4 I/Z' 7" 17 112" 38 IIZ' 59 1/2" 8' 4112' 7' 17I/2'35I12'63I/27I112" 88 Iff, 9' 4112" 7" 141/2" 32 IIZ' mmm 50 1/2' . . 68-1W v�%� I , - "3 86 11 it's - - q 9_1 M 100 1/2" ME= 10' Am 4112' mg 7" mm 171W3810591/2'77112" 2m�mm 95 1/2" YI! YIn 112 liz, 89 1/2' 1071 12410 11' 41X 7' 17112"35112". TfiVlff 136 IIZ V 410 7" 17112"381/2'69112"801/2'1011/2"1191/2" 13' 4112" 7" 171J2'381/2"69112,,771/2, 951w 1131/2"1311/2'1481/2' 4. , 1., 11 i! .1 M. ... 1011/2-1122112-1431ff"1601/2" . f. t 1g.j W 4112" 7"' 171/21,38112"59117'801/2' I TARIVq DOOR TRACKAUACHMENT ISPLICE HEIGHT A BIC DIEIjFIGI H I I J I K I L M N MEER 8 T 3" 14- 27" 38-146-156-16IT' 76" 81 3" IV- 27" 38"145" 56-166- 78!' 88, 9 ommt, S 14 .27 27 38 m 46 001 56 68 78 88 low , 10 a 1V 4 27 38 46 56 68" 88"00 121 IMOgR mu 112 ' . 11 3- IV 27 38 46 56 68"76 88"100"110" . 12 V' _3F 4 881, 10ow, fly, 21 136" 13, X 14. $147 2r' MON.' TYR, M am 38" 1�68 86' 100" 114"1122" 134' 1413" 4, '1 " p 68, A _V. J 14� 3" 4 " 27� 38" 46' ff- C;8, 88" 100"1041EV 13 146"i Isn" ALL TRACK ATTACHMENT SPACING+/- 2" ALLOWED WITH SW NO.2 OR DEFTER ONLY TABLE TABLE 2 DOOR P—M HEIGHT Ise, a WOOD IN Anusmwomwm 101/0101- ROOMP*VISED 0.111.1 IPP5, huhec.kh ON LOAD! ....... +45.8 PSF X!q ' -N&*- J9 I J�• " GC -49.3 FSF 1 4*3 570 N LARGE lusstE a ,gip:,' STATeOF I S2 RESISTANCE FL Dye 2karr MODEL SO MAVIxM N 1, 1000,Tm Ecoo MODEL 605 OAK SUMMIT a 1000, Rgoo SHORT. IDNO. TLUES. AN 0 SUMMIT PAMIS Sal am w NbHR I IRC-09516-169-26