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HomeMy WebLinkAboutNOASCANNED a' BY M®� St. Lucie County MIAMI-DADS COUNTY PRODUCT CONTROLSECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Sheets Room 208 AFFAIRS (PERA) Miami, Florida33175-2474 BOARD AND CODEADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-i599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.IEOV/Dern/' Amarr Ga_Cage.Doors 165 Carriage Court 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 PERA - 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 slated below. The Miami -Dade County Product Control Section (In Mrami 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 rmmediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA 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 ofthe 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 500 Claaeica 1000, 2000 Steel Sectional Garnge`Door up to 9'-0" Wide � APPROVAL DOCUMENT: Drawing No. IRC-5309-185-21-I, titled "Model 500 Classic`a 1000,-2000 Flush, Bead, Raised and Recessed Panel", Sheets 1 through 3 of 3, dated 09/11/2008, with revision A dated 11/07/2010, prepared by Ammr Garage Doors, signed and sealed by Thomas L. Shehnerdine, P.E., bearing the Miami -Dade County Product Control revision stamp with the Notice ofAcceptance 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 cousidetced after arenewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product TERMINATION ofthis NOA will occur after the expiration date or ifthere has been a revision or change in the materiels, use, and/or manufachue ofthe product or process. Misuse of this NOA as an endorsement ofany product, for sales, advertising"y.other purposes shall automatically terminate this NOA. Failure to comply with any section of thiwNOA-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 manuthchuer or its distributors and shall be available for inspection at the job site at the request ofthe Building Official. This NOA revises NOA #.09-0312.06 and consists of this page I and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos IVL Utnera, P.E. rNOA No. 21 0228.11 MIAMFnAUECO �-fj�" )Z >i_x_piration Date: April 29, 2014' ApprovaI-Datc. May 3, 2012 I Page 1 Amarr Garage boors NOTICE OF ACCEPTANCE: EVIDENCE SUBMPPPED A. DRAWINGS 1. Drawing No. IRC-5309-185-21-1, titled "Model 500 CWsica 1000, 2000 Flush, Bead, Raised and Recessed Panel-, Sheets 1 through 3 of 3, dated 09/11/2008, with revision A dated 11/07/2010, prepared by Amarr Garage Doors, signed and sealed by Thomas L. Shehnerdine, P.E. B. TESTS 1. 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 # A7420.01-106-18, dated 04/12/2011, signed and sealed by Joseph A. Reed, P.E. "Sabmiteed uaderNOA # 09-031206" 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) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 5) Tensile Test, per ASTM E8 Along with marked -up drawings and installation diagram of Amarr 91x 8' 24 ga steel garage door Model 500 Classics 1000, prepared by American Test Lab, Inc, Test Report No. ATLNC 0825.01-08, dated 10/07/2008, signed and sealed by David W. Johnson, P.E. C. CALCULATIONS 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 Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. None. F. 1. Statement letter of code conformance to 2010 FBC and no financial interest issued by Structural Solutions, PA., dated 04/18/2012, signed and sealed by Tomas L. Shehnerdine, P.E. 04,12� Zpl2 Carlos M. Utivra, P.E. Product Control Examiner NOA No.12-0228.11 Expiration Date: April 29, 2014 E -1 Approval Date: May 3, 2012 @! TYP CAL 10P TURES 1 TYPICAL CENTER NINE .2 NLS 5 4 •� xD dcE 3 54• @L�T3PV.1rm ' YOAi [pWl,f U' W T @> VA• X um Hm A161.A0dESCNFYS AT LAO ED N@ CENRR m DTTW am. WTIW VEM MTAI e/@mil VIT m-. Il rJ E' @ &I µ0 fmAEiAN6RVU mild M NEAR =m TNSAlm EIWTC PR EmW µTPIC4L CK T 4 N a M STRUTS PEA SMTDDI ENO MWE 14 DA D S/BDI X EE DA MLV. STEEL R NUSS ATTACI@D M PER SEMM V/ U> I/41 X 3/41 MX HEAD SCRESIS AT E. M AAT EACH MR STILE SECTION A —A (SIOR EAEWI N.T.1 INTERIOR OF GARAGE' ►I MAX. WIDTH 9•0' If DESIGN LOADS +244.8 LBSA 1 SEE NOTE 2 —278.0 LSS/FT AP mtl .MQNS AND NATR LARGE MISSILE Vat IMPACT RESISTANCE _]HACK MQUNTINR DETAIL NUS YA%XlF O' DESIM LDADS M 14% EXTERIOR EISN ESTER RNIM J 51W R-TWO AND No 0048570 � .o am«... urwnm. TRACK CONFIGURATION FOR B'S• UP TO IA' TALI DOORS WOOD JAMB ATTACHMENT TO STRUCTURE . 0 Y ft ear aAmma f 9 0109 ran 1C am O +A• m mmm ma e• nmY � ixa lt• ac U +A' 1/r swrtla e' reau Om nw..a• as {, +/t' YOA) J/A' 1 Y 90.9R.9 a' TROY B:D3 TON 3t 0.a Q IA' OOI£OYmD G 0 m I CFCs Tnp( a RAVIIN a' IIM11 LM9. 0.¢ PAT9 OF fASTOYEBS (0' KMI) IN QCRIYS a Q e TROY W% = RM a F� (Y APFND •Ua4 M MUM U OGOMIRSVNK Tl PPP'®1 A RM YMNIMO SW1 •FREPAWT0.V OF =0 J w 0T 00YA1 SIWOOLe 51101COO8 N8IRUCIVIR b11tR'It66AN 9IB Ya9 TfP. r rA AVAILABLE TRACK CONFICURATONS MM tln5l,44 No ODa8S7O TABLE 1 00��©ODDOD©�© 0 MAm a,1 Kw e�s kaMmmm'a�i m5 m uCF> S�J�"i1CM�71k1�Sk�°S��Ld1La6 AM 0 ALL TRACK ATTACHMENT SPACING +/-2" ALLOWED PATH SYP OR SPF NO. 2 OR BETTER ONLY DOOR TRACK ATTACHMENT OPTION 2 SPLICE HEIGHT A B I C I D E F G HI I I J I K L M S T 3` .6. 10° 22" 34' 46• or 76° t:. ;u `rAu.•¢ B' 3.6° D!tl2'rW:Adµ 10" 22" 3#' 48" d! 68° 9.0:'+ 70" rsn; 6; ee I?r?'0 I= BB' 9 : B' 3.6" m¢ 10° 1, 22' 34' 46"" 58" 70' 82° is RE 100" 53Wq 1 ,. 3, ,,B%Y4t':. Ci' 8 V-Q G°,OR:. t.G.i - " " '� "UQ(l':>'+ 10' 3.3° 10" 1 22' 34° 48' 58• 7O' 82° 04" 1 118° 11' 3.6° 10" 2Y 34' 46°68. 70" BY84' 106' 124' A6_17 46" 68° 70' B2' 84° 10B' 718' 13F X22 13, 48° 68" 70° B2 B4' 108' 16" 30' 148' MEa14' 48' 66° 7O" BY 84° 106" 116' 13O' 142' 160' ALL TRACK ATTACHMENT SPACING + —2' ALLOWED WITH SYP OR SPF NO. 2 OR BETTER ONLY TABLE 2 TOP FIXTURE REINFORCEMENT ILLUSTRATION (MemurodiromlaR TOP FlKIURE ADGER PIECE :& F1 m viN NN tJg� NOTm 1. ZINC CDAiMG & MAlEHAL HELD SMENOM: 3 49 Kill. O. NA1ERUL HARONESS 50-60 ROCKWEl1 B. 4. 1" 1 1.28' K 1' K 14 CA PUNCHED ANGLE MAY BE USm ltli4ln4pMo04 �NIF OF I I I