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Home My WebLink AboutNOA # 15-0721.05MIAMI-DADE 4M MIAMI-DARE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE(NOA) www.miamidade.¢av/economy Raynor Garage Doors 1101 East River Road, P.O. Box 448 Dixon, IL 61021 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 RER-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 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. RER 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: Showcase / Masterpiece / TC200 Steel Sectional Garage Doors up to 16'-0" Wide APPROVAL DOCUMENT: Drawing No. P-3312, titled "Spec, Wind Load Showcase, Masterpiece, TC200", sheets 1 through 3 of 3, dated 10/23/2009, with revision B dated 06/16/2010, prepared by the manufacturer, signed and sealed by Richard A. Baumann, P.E., bearing the Miami -Dade County Product Control revision stamp Nvith the Notice of Acceptance 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, manufacturing address, 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 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. manufactur ial. ge 1 and evil a a es INSPECTION: A copy of this entire NOA shall be provided to the user by the shall be available for inspection at the job site at the request of the Building Offic This NOA revises and renews NOA # 12-0517.13 and consists of this pa 2, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. MIAMI•DADE COUPITYI 6 ND Me �! 07. S NOA No.15-0721.05 Expiration Date: October 20, 2020 Approval Date: September 10, 2015 Page 1 Raynor Garage Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS "Submitted under NOA # 10-0420.01 " 1. Drawing No. P-3312, titled "Spec, Wind Load Showcase, Masterpiece, TC200", sheets 1 through 3 of 3, dated 10/23/2009, with revision B dated 06/16/2010, prepared by the manufacturer, signed and sealed by Richard A. Baumann, P.E. B. TESTS "Submitted under NOA # 10-0420.01" 1. 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 16'x 7' Showcase Sectional Steel Garage Doors, prepared by Hurricane Test Laboratory, LLC, Test Report No. G493-1102-09, dated 02/03/2010, signed and sealed by Vinu J. Abraham, 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 Along with marked -up drawings and installation diagram of a 12'x 7' Showcase Sectional Steel Garage Door, prepared by Hurricane Test Laboratory, LLC, Test Report No. G493-1201-09, dated 02/03/2010, signed and sealed by Vinu J. Abraham, 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' Showcase Sectional Steel Garage Doors, prepared by Hurricane Test Laboratory, LLC, Test Report No. G493-1201-09, dated 02/04/2010, signed and sealed by Vinu J. Abraham, P.E. 4. Test report on Forced Entry Resistance Test, per FBC 2411 3.2.1, TAS 202-94 of two (one TradeMark and one Showcase)16'x 7' Sectional Garage Doors, prepared by Hurricane Test Laboratory, LLC, Test Report No. G493-0706-10, dated 08/10/2010, signed and sealed by Vinu J. Abraham, P.E. 5. Test report. on Tensile Test per ASTM E8, of steel sheet, prepared by Certified Testing Laboratories, Test Report No. 0037T, dated 01/20/2010, signed and sealed by Ramesh Patel, P.E. 6. Test report on Salt Spray per ASTM B 117 of painted G40 galvanized painted steel, prepared by Wendler Engineering Services, Inc., dated 04/12/2010, signed and sealed by Richard A. Baumann, P.E. .. 04 02 h01� Carlos M. Utrera, P.E. Product Control Examiner NOA No.15-0721.05 Expiration Date: October 20, 2020 Approval Date: September 10, 2015 E-1 Raynor Garage Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS "Submitted under NOA # 10-0420.01" 1. Jamb attachment verification calculations, prepared by Wendler Engineering Services, -Inc., dated 04/13/2010, signed and sealed by Richard A. Baumann, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Test report on Surface Burning Characteristics, per ASTM E84 of Type IX EPS, Report No. 3147467SAT-001, prepared by Intertek Testing Services, NA, Inc., dated 04/10/2008, signed by Chris Bowness, P.E. 2. Test report on Self -Ignition Temperature per ASTM D1929 of Type IX EPS, prepared by Intertek Testing Services, NA, Test Report No. 3147467SAT-002, dated 06112/2008, signed by Chris Bowness, P.E. 3. Notice of Acceptance No.11-0926.07, issued to Dyplast Products LLC., for their EPS Block Type Insulation, approved on 11/10/2011, and expiring on 01/11/2017. F. STATEMENTS 1. Statement letter of code conformance to the 5"' edition (2014) FBC and of no financial interest issued by Wendler Engineering Services, Inc., dated 07/01/2015, signed and sealed by Richard A. Baumann, P.E. "Submitted tinder NOA # 12-0517.13" 2. Statement letter of code conformance to 2010 FBC, issued by Wendler Engineering Services, Inc., dated 05/14/2012, signed and sealed by Richard A. Baumann, P.E. "Submitted under NOA # 10-0420.01" 3. Statement letter of code conformance with FBC 2007, issued by Wendler Engineering Services, Inc., dated 04/1'2/2010, signed and sealed by Richard A. Baumann, P.E. 4. Statement letter of no financial interest issued by Wendler Engineering Services, Inc., dated 04/12/2010, signed and sealed by Richard A. Baumann, P.E. Carlos M. Utrera, P:E. Product Control Examiner NOA No.15-0721.05 Expiration Date: October 20, 2020 Approval Date: September 10, 2015 E -2 . r(1DDucratltws+ro ro mmD1YIDB tTBh IIlD PbItA� IS RADIUS TRACT( INTERIORSKM EB t R4aTALCREW INTERMEDIATE TDHMWEE /'-CENTER- HMS SEEDDTALC .,ON TOP iy FDIT(RGE o o TYPICALTRACK INSTALLATION NORMAL HFADROOM,LRNTCL AARRANCEANOVETRACK RHCA UFT END STILE TRACKAVAAABLE DOXBTRUT TOP FDRURE DETAIL Approvdreanpyi>rM�lb T Dre D TOPFIXNRE 11D .oI 6EE DETA80NBHTJ !4l�d1I DOOR 101(T ON" REMiORCFa1ENT BY ONE (1))BOX8iRUTPER T'-C•HIOH BECTION.PABTENEOTOALL SHOM CFATERAND EN08T OTHEiDOOR USNO(�SHEET MEDLL WTERMEOWTE HEIGHTS SCREWS ATFJ C}1 SECTION AVAILABLE UP IACATION TOiB.O•USING - .. 11•NS', 1B•1Q° INTERIORLOCK SEOTION SECTIONS TW'Ol21 REaD PER DOOR InrATg DRPDBRE EACH SECTION A -A 4 SECTIONHIGH DOOR SHOM CORNER BRACKET! ROLLER CARRIER DETAIL '99TAVE. OF A OR G ySARNIC II�jQlll��l, • • i�-•ylr /0 DOOR WIDTH -ur WN7E SHOVM SEE SHEET2 EOROTHEROOORWIDTHB H4TERIORELEVATION LWNW3 --A PI R REAL dill 1ppW�Ule 2 PLATE LE04'y0.0.WITH HTEEL NALe dSTEEL LONSHTJ Ate, 0o Q e JAMDS 2DOLM IRORBEMR W00DdAMa ATTACHMENT HEXHEIDLAGSCREW leiP BRACKET. BEEDETAL TRACK BRACKETSHOWN F0lLAHOLE OPTIONAL SEE DETAL OH BNTJ TAACI BOLT! WHRLOCK NUT EDGE SEEOBTALONeHTJ 9EEMDE HTOJ TRACK ROLLER LLE2 DTEELBOXSTRl1f OMDETALONSHTJ T3 SEEDETAILOH AITJ TRACIL2.8HOWN S'OPTIONAL SECTION B-S SEE pETALONSF�T J SHEETMETALSCREW END STILE (S) REQ9 PERHINOE 'ERBALAKCE VOMDUAILY 0 COUNTERBALANCE I OYAND SIZE OP BPRINO • o o 'COON DOORSIZE. 0 D EDGE 11 B HINGE EDGE HINGE DETAIL DOORS TESTED PER TAS 202 FOR STATICAIR PRESSURE TESTED PER TAS 201 AND TAS 203 FOR LARGE MISSILE IMPACT AND CYCLIC WHO PRESSURE DOOR WIDTH OESION LOAD 1Y-0" . +850 -75A 10'-0° +6SA -65.1 11'-0' +6SA -65.1. 121•0" +58A -65.1 '13'-0" +46.0 -62.0 14'•0° +46.0 -52.0 iC-01 +45.0 -62.0 10•-0• +45.0 .67..0 LARGE MISSILE IMPACT RESISTANT raic Now �1--=� 14AYIMof; " .:a"d° me BPEc.wLOAD BUC WHIOmE,MADTERP ECE, TC200 xw.m 4WROGpID OctlepN: awmORID Na P-3312 w� ITT 3 CENTER STILES' V. V, 10' AND 11' WIDE 3 CENTER STILES' i2', fa', t4'AND 1BWIDE , 3 CENTER nLES' IVWIDS CENTER STRELAYOUT INFERIORVIEN ' •aeRrt¢aarom NRAuwt ODwmnTaPAree Ar4uRLn tNrLHm+O ON OooS oarowaA7lox PANEL ®® CARIUAGS HOUSE PANEL ' p0\�\II1111fIflfl A. BgV��i��i po.......... f1� RANCH ,Q�GA vIG PANELQ�t No 0038469 *61 s • 1 ; STATE OF � FLUSH g 0' •< OR 10.•'PAHEL O r MR, 11 PANEL OPTIONSi.4�.!/ PANEL EXTERIORVIEW �,.-2.0 '� 2- - PRIRIIAXUVLtBD to flg wkh 1Y FLf W 1110"is cob E MIDOm EIGHT MANLIUM OR CENTERSPACNO 2X442DOUBLASFIROR BETTERWOOD BUCK SEE ATTTAALTRMENTTO Eqkwlmr STRUCTURE PROOUCTREVU1211 r aam*lao wim Bro Ijmw FIRBT FAITENER6' ABOVETHE FLOOR_OPENING WIDTH JAMB ATTACHMENT NOTES Ajpef414r /LIMY 1p'(IMKMMty10�4 1.OrDIAMETER ANCHORS REQUIRE 6/S'MIN. O.D.STEEL WASHER O 2. 6116' AND 3lS' DIAMETER FASTENERS REWIRE 71W MIN O.D. STEEL WASHER O/ 3, MAXIMUM POSITIVE LOAD PER JAMB - (161X 45 PSF)12.360 LOS PER FOOT 4. MAXIMUM NEGATIVE LOAD PER JAMB c (16' X 52 PSF)12.416 LBS PER FOOT. 6. DESIGNOF THE SUPPORTING STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIONERAND SHALL BE DESIGNED FORTHEJAMB LOADS LISTED IN NOTE83AND4. JAMBPATERNL FASTENER TIP. MNMLMUM EMBEDMENT, NEDIUMEDOE DISTANCE ALLOWABLE TENSDNLOAD MAXAULMON CENLER PACING OROUF RLLED BLOCK SIIV'DIAX3v4"LONGIIWTAPCON 1314• 4• 4B7 10.114' 3192PSICONCROE 1147DRX3114` LONG RWTAPCON 13I4• 1' SID 17• 28UPSICONCPZM SHIP DLAX3 W4•LONORWTAPCON 2114' 18115• 713 234W 2000 PSICONCRETE 311•DLAX3 V2'POWER STUD ANCHOR 16M' 171V 300 12' 4000P81CONI ETE 31V OR X 3 I)rPOWER9= ANCHOR 16M' 17AP 570 1C WOOD DOUGLAS FIR 8-.46) 6116'01A.X3VY IV2' 1 1• i 352 1 11.TR— WOODMP( 6R6'DN.X3IIT I1R' 1 1• 1 460 1 16.1f4• 4 n w 4.W0 I 1'.E� f O o8 0 0 0 0 o 001r I 11a.W 0/ 2A0 HOR7DMALTRACKAROLE A 0QALV.BTEEL HOR20NML ANGLE ATTACHED WITH .. 9H6'X374.7PACKBOLTANDWHIZNUT STEEL BOX STRUT DETAO. TB OA (.0.75'HINLOALVANIZE� HqH TENEIL6 STEEL B6 WSIMWMUHTIELD 281 2M SNEETRETALSCREW KARIIWARE UW (4)REQ6 PER KE PLATE 0 0 pRommunw, CENTER EHE O r apDO( "oft me" �HNGE I A�ePl�yti �id� •0 D Q Q ]6 x.767HICK o 1 i SLIDE LOCK I CASE SOBOOALV. STEEL CENTER HINGE DETAIL 2 •- . - META SCREW TRACK �.OS (4)REDD STWXEPLATE ASTRAGALRETAMM 1423'x1 R2'x.OM -OsBALUMNUM J104ClXL B1AR�A6 TRACK SOLTN/FOZNUT 611B-1BXaR' 2A8 [2)PFR BTRIWE PIA7E JAMSANDKFADERSEAL ' 61B' LONIMUM FOAMED TNG WITH FLEXIBLE PVC RAP END smE INTERIOR LOCK DETAIL 1.76 LYB 2 1 ZL �L N:�2b0 r10-rl—x.W 4"'�x.W SEC ION S ON SECT" LElO1R HEtOKI' i HARDWAREPLATE EDGEIIARDWAREPLATE E4)STRE ABS GALV,STEEL ASSOALV.STP.SL .043DALV.STEEL l 1118lIPtW . lAl 1 O O 7.9 SO .110 VBTEE TRACK ET Q O , 4.19. 1.50—I�—''jI 0 O O I I CENTERHING11 EOOE HNOE .0 STEEL -038 UALVATEEL O alto O 8.44 tBaB - o L 0 At 4'7141ACKBRWKET 0 A3-- AIGGALV.STSEL HUTOTICANETRACKROLLER A4 O O <�, p o 1 x.se �1 !�-xaz— n 2 � R Z? TOPROLLERCARRIER .IISOALV.STEEL TRACK TOPFTKTURE ATTARTED70TOPFIXIUREWITH .00 GALV.STEEL 4AMBANGLE .MGALV.GTEEL (2)TRACK BOLTSAND WHIZ NUTS .078GALV.STEEL 0 .BB On ReTANINONUT 6;; O 0 6H6' 0 b9 TRACKBOLT � 0 N' �Lqw .da SKEET METAL SCREW HEXHEAD LAB SCREW a.rie0ecn0 SHOWCA MAS SHOWCASE, MASTERPlFCE TC200 C QWEOOONo P-3312 c