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HomeMy WebLinkAboutNotice of Acceptance (3) L M I®DARE MIAMI-DADS COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 3 3 1 75-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.mlamidade.goy/economy Overhead Door Corporation 2501 South State Hwy 121,Suite 200 Lewisville,TX 75067 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 determhied 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: Series 610/611/620/621 Steel Rolling Door up to 16'-0"Wide APPROVAL DOCUMENT: Drawing No.308125,titled"Series 610/620 Rolling Service Door 16'Dade County",sheets I and 2 of 2, dated 09/05/2003 and 10110/2003,with revision H dated 05/0312013,prepared by Overhead Door Corporation,signed and sealed by Mark A. Sawicki, P.E.on 12/1712015,bearing the Miami-Dade County Product Control revision stamp with 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,Lewistown,PA,model/series 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. 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 NOA#13-1121.06 and consists of this page I and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M.Utrera,P.E. CM[AAMI-DADECoUNTr NOA No. 15-1228.05 Malawi l a wi , Expiration Date:September 16,2019 Wq Approval Date:April 21,2016 j17.0 j6 Page 1 _ SHOP DRAWING REVIEW NO EXCEPTIONS TAKEN MAKE CORRECTIONS NOTED REVISE AND RESUBMIT REJECTED- SUBMIT SPECIFIED ITEM CHECKING IS CE IVITH T'-Ir FPSIGN CONCEPT OF NFORMATION GWEi,4 itJ CON- FRACTOR IS RESP60SIBLCO DIMENSIONS TO BE CON- FIRMED AND CORRELATED AT THE JOB SITE; FOR INFORMATION HAT PERTAINS SOLELY TO THE FABRICATION PROCESSES OR TO TECHNIQUES OF CONSTRUCTION; AND FOR COORDINATION Or THE WORK OF ALL TRADES. FINNVOLD ARCHITECTURE, ING, DATE CHI R 13Y AF Overhead Door Corporatiou NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 308125,titled"Series 610/620 Rolling Service Door 16' Dade County", sheets 1 and 2 of 2, dated 09/05/2003 and 10/10/2003,with revision H dated 05/03/2013,prepared by Overhead Door Corporation, signed and sealed by Mark A. Sawicki, P.E. on 12/17/2015. B. TESTS "Submitted under NOA #13-1121.06" 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 4)Forced Entiy Resistance Test per FBC,TAS 202-94 5)Tensile Test per ASTM E 8, along with marked-up drawings and installation diagram of a Series 610 Series rolling garage door, prepared by Architectural Testing,Inc,Test Report No. C8189.01-109- 18, dated 10/10/2013, signed and sealed by Michael D. Stremmel,P.E. 2. Test report on Salt Fog Spray Test per ASTM B-117 of G90 and 040 galvanized steel with prime coat samples,prepared by Environmental Testing Laboratory, Inc, Test Report No. 12732,dated 06/22/2013 and signed by Brady Richard. "Submitted under NOA #05-1003.24" 3. Test report on Salt Spray Fog Test per ASTM B-117 of G30, G40 &G90 samples, prepared by Environmental Testing Laboratory,Test Report No. ETL-9100550287, dated 03/13/2006 and signed by B. Richard. "Submitted under NOA # 03-1015.01" 4. Test report on Uniform Static Air Pressure Test per FBC,TAS 202,Large Missile Impact Test per FBC,TAS 201, Cyclic Wind Pressure Test per FBC,TAS 203 and Tensile Test per ASTM E8 of a 16' x 10' steel roll-up service door",prepared by Architectural Testing,Inc.,Test Report No. ATI 01-43464.02,dated 09/05/2003 signed and sealed by L. G.Krupke, P.E. C. CALCULATIONS "Submitted underNOA#13-1121.06" 1. Wall fastener calculations prepared by Overhead Door Corporation, dated 10/31/2013, signed and sealed by Mark A. Sawicki,P.E. "Submitted under NOA #05-1003.24" 2. Calculations for Dade County Product Approval of 22,20 & 18 Gauge Rolling Garage Door,prepared by Overhead Door Corporation on sheet 2 of 3, signe and sealed by LeRoy G.Krupke,P.E. on 09/16/2005. o¢ 1 0l6 Carlos M,Utrera,P.E. Product Control Examiner NOA No. 15-1228.05 Expiration Date:,S tember 16,2019 Approval'pp A ZI 2W rJ J Overhead Door Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 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 5"'edition(2014)FBC issued by Overhead Door Corporation, dated 12/15/2015, signed and sealed by Mark A. Sawicki,P.E. "Strhmitted under NOA #13-1121.06" 2. Statement letter of code conformance to FBC 2010 and no financial interest prepared by Overhead Door Corporation, dated 10/31/2013, signed and sealed by Mark A. Sawicki,P.E. Carlos M.Utrera;P.G. Product Control Examiner NOA No. 15-1228.05 Expiration Date: September 16,2019 Approval Date:April 21,2016 E-2 c, 8 7 6 5 4 3 2 1 HOOD ®SpNs DNOTESA' v oas ,nicua 1.(-W/L) NEGADVE WOIDLOAD TENSION E AEY eCH w 2Oe11 a CO ,x (+W/L)=POSITIVE WINDLOAD WHEEL D Dn vER w 2.WALL ANGLES MAY BE WELDED TO STEEL JAMB. GUIDE EI Dnu yOR MIR SEE SHEET 2 FOR WELD DETAIL 1�-6'NINUAUM 3.RATED DESIGN LOAD 365 PSF. HEADPIATE FCC" STMICIUI9A 6,m I °� 4.CURFAIN MATERIAL'ASTIR A-053 CS TYPE B. � GUIDE MATERIAL'ASIM A-36 . ASt-3O4 SS (10.p D 3,ALTERNATE CURTAIN MATERIALHo) uw 300D°9 my� p MINIMUM YIELD 4O.DO0 PSI. AIN'CUR 0 D,O 6.CURTAIN MATERIAL SHALL BE GALVANIZED ACCORDING .875 SLIP TO ASIN A-525 TO G40 MINIMUM. CURTAIN 7.THE DOOR MUST BE INSTILLED WITH THE TENSION WHEEL FACING THE INSIDE OF THE BUILDING. SLIDE PAPAIFL 8.SIDE BOLTS NLISF BE ENGAGED AND CHAIN MUST BE BOLTS WINDLOCK foACE ( P.MWIR eaT HTKU(E)WHEN HURRICANE WINDS ARE ANNOUNCED _ �B� 8• INN FORCE (+NI '' A>ma+ 9.WINDLOCK MATERIAL:LOW CARBON CAST STEEL,GRADE 70-46 (485-250)PER ASTM A27.MIN TENSILE 70-KSI MIN YIELD ID1A1]Jl91p 36-KSL MIN ELONG 22X �M WEATHERSTRIP FUR DB ErAIL'0' (--A)fN" FJmNG IIOINA �� 10.W7NOIOCKS ATTACHED TO EACH SLAT(CONTINUOUS) l.•N TORCE 11.RIVET SPECIFlCATIONS: F-205:16'MAXIMUM .SECTION A-K 1/4'DIAMETER RIVET,MINIMUM 1005 LOW-CARBON STEEL F-263-DOOR SIZE REF.SUIPWU LBS/Ff f70OR E-M2. LOADS Z-MDUNI e 3 1/4 HE1GM 22 GA•• 20 CA 18 GA 22 CA•• 20 CA 18 CA ,5 2 1/2 ASSFEIBLY WP11 BOLT WPLL BOLT REACTION 6285 5116 5850 1271 1244 1198 BOLT STEEL JAMB •CONCRETE JAMB NORNN. 520 520 520 320 520 520 1/2'GRADE 5, 1/2'¢FADE 5. , 4]4 EYD F-265 KUI KW 9OLT] PARALLEL 197} 1940 1851 1973 1940 1851 ]1/x J,/x.]/6 J.a a J/e— —7 OR 11'O.C. 1I O.C. w T C •LOADS-PER FOOT OF HEIGHT I ---- -- 6'O.C. 1 ) 13/16 •3000 PSI MINIMUM AND 5'EDGE DISTANCE FOR ANCHORS 3.6 46 1.500 P>KOTE FOR DETNLs ON WELDING GUIDES TO STEEL awls SEE SHEET 2. 1 J58 S I� ] III 1 1 I.15 1 3/8 -L— J.x.6/14 1.75 3/8 X 5/8 2 7/e PEEODIX.T RSVISBD -y .933 Ems- ©flNE1S .9J3 I� RNEIS 7/6 t 1/2 3/16 2-14 B & TL./97a/15 1J5O 4414 No ,9 4.3 1 x 1 MCC w WINOIOCK FETAL r• ]y SECMM'9-R• .75 .— ,�yt x F-265 GUIDE M RbMECE B B I 17 1 J: 175 13 5/9 e 3/16 8 3/ HMF CUT x 2 x 3/I6 ANQE I E 1/18 2 1 : V` 22 GA W1F eUT NAT bTOq( I I c/32 : n :9�� STA E OF F-65 GAUGE OPTIONS: 22•',20,18 ��`'A.4 O R\� -gESTD IN ACCORDANCE WITH DADE COUNTY ,,�/ss� I PROTOCOLS TAS 201-94.TAS 202-9f.AND TAS 203-94 OVERHEAD 2501 SOW BUSINESS A e/1e-10 z I-1/2 I SERIES 611/6214 ARE y� 75067 ,1 CA/Wt$=DOLT A P.E.B72B13 EQUIVALENT CONSTRUCTION MARN A SAACIO, uAauDE DDv 2-1 x x R x]I6 ANO,E �'�M OR SDISQ�tl FDDE „n„ TIE DRANWLS Am NL 011iw W PAVOR LTDTIA SEEM I!Q✓Q,AH ENE 1tO41RRIlIE AA PROPRETAA/PROEwIY Or DWDF7O DOOR fOR1tlP7JIDN Ile1 ns Aft1111L0 SPINES THIS MNA41G l� MD Q8WDt41DN M e1IR DA OM PNR YAY NOT eE ODPEO N Ilff WMF[R OR OeuAw 1O INTONE 1611WIIT TIN PWOR fATT1FN !K O+FWP/0 DOw LVMOMOOL ND CRgO511RE OF / CA TA„D DF TxB wDMu MlDmwmmtD�W�:� DR mm,�rt n°cc sxcmc Lnm wMMPAnW. SERIES 0, ICA1NERst� rlflysON B/8/O3 RILING.0124E62.OOR ��� u1 T SoO� -CHI MW� t,ss - ` 16'DADE COUNTY SECT .-c ovw 506+me�Da, t'� UMRO JD FAW 9/5/03 3Dn :a,D Q' D-308125 R6 D11G 15ID ON >:,/,e 'MOTES. :3 N/A L KRUPKE 9/5/03 NONE ----I o 8 7 6 5 m 4 3 2 1 8 7 6 5 I 4 3 2 1 I]NOTES 1.REFER TO DRAWING 300667.0001 FOR TAG DETAILS 2.FASTENER FOR TAG IS PA OBD276-1004(SFEEL DRIVE SCREYQ. STEEL JAMB, TAG N7U.BE MOUNTED IN THE NLODLE OF TILE BOTTOM BAR 5/1B•1HICK(1JINIMUM) D WELDED ON EDGE CLOSEST\ 5 Is 2-11 Y SPACED D TO ANGLE HEEL 5 16= 1 .It SLOTS TOP VIEW x.so j. 3 16 3 1 4 EDGE OF ' OPENING ! FROM VIEW OF WALL ANGLE DETAILS FOR WELDING "E" GUIDES TO STEEL JAMBS PRODUCT REVISED . o complyieewil9me Fkllid� i B3' B B A. Sq��i�e� *? f�gT7 8<3• SLIDE BOLT TAG© B OM BAR SLIDE BOLT OVERHEAD DOOR CORPORATION 2501 SOUTH STATE NWY 121 BUSINESS LEWISMU&T%75067 p, DETAIL "E"a A MARL A.SAWICKI.P.E./72513 SCALE.4/1 .ME 0PAfP16 AM I ALL OTXEO IIIN FV.N C0.OT BED NDUOI R£71E[016IODiRlL AID fMIDIRDiR!fl1OPGifT OF Oh1U0/D CODA OCImOPAtll1 AND RS AFFlLLOFD RYO'AM6 ILLS MMWNG /10 IfOWU11ON 01 NTgIE OR N PAQf.1MY NOT BE OCPIm M AR!WOO OR OBGDSFD m NMOUf TIE POOR 1IR0T01 aolrsNr a OrtmF/0 00011 CORtlMTIOL NO O60OSLRE OP TO OPERATENIR1O18L1RW 10 WE R rd)ANY c wPRIFN COiWI(OF oAPo1EAD DOOR Iua m wm FlN ..n..ir•Nn"� °"• �"•"SERIES 610//62.0 uNo1N 251 wow�001 NWBNSk ■35 N/A �� IMMCK 10/10/03 ROWp'0 SERWCE DOOR ]51 m Soo boos%.00s UNIT OF '04"°' 16 DWE COUNTY aNen Sao+.aoe/-.oat bl a'a1s LMRE Sd"�np to/ta/o3 Too 'A.OIO N/A D— 308125 REF D,m USED ON °Pv'•'" z 1/la IV1OlF3e t.T N/A L KRUPKE 10/10/03 euo 2. 2 8 7 6 5 4 3 2 1 I