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HomeMy WebLinkAboutNOASCANNED M®MADE St. LucleCoun� DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DMSION NOTICE OF ACCEPTANCE American Metal Fabrications, Inc. dba AMF Building Products 1501 53rd Street Mangonia Park, Florida 33407 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 .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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 0.06311(min.) Aluminum Storm Panels Shutter APPROVAL DOCUMENT: Drawing No. AMF002, titled " 0.063" Aluminum Storm Panel ", sheets 1 through 5 of 5, prepared by Building Drops, Inc., dated June 27, 2015, signed and sealed by Hermes F. Norero, P.E., on June 02, 2016, bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each panel shall bear a permanent label with the manufacturer's name or logo, city, state, the following statement: "Miami -Dade County Product Control Approved", and NOA number, per TAS-201Td4 $y 202, and TAS-203, unless otherwise noted herein. ®® ``rr � p1e® 611 RENEWAL of this NOA shall be considered after a renewal application has.been N( vilgarhasrBt ee� .C�� change in the applicable building code negatively affecting the performance of t ®AN , l TERMINATION of this NOA will occur after the expiration date or if there has a�e�,'�gi 9 cQge In the materials, use, andlor manufacture of the product or process. Misuse of this NOA n endors o y product, for sales, advertising or any other purposes shall automatically terminate this NOA. F urmply with any section of this NOA shall because 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' ten it shall be done in its entirety. r,&Le r l IPRi INSPECTION: A copy of this entire NOA shall be provided to the user by the stributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA 917-0118.08 and consists of this page 1, evidence submitted pages E-1, E-2, E-3, E-4 & E-5 as Well as approval document mentioned above. The submitted documentation was reviewed by Belmy A. Makar, P.E., M.S. NOA No. 18-0516.07 MIAMIDADE COUNTY • •. � �� Expiration Date: 04/18/2022 Approval Date: 06/14/2018 Page I American Metal. Fabrications. Inc. dba AMF Building Products NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 95-0717.06 A. DRAWINGS 1. Drawing No. 96-47, Poma Corporation, . 063 " Aluminum Storm Panel Drawing, Sheet 1 through 3 of3, prepared by Knezevich & Associates, Inc., dated 02115196, Revision No. 2, dated 03125196, signed and sealed by V.J. Knezevich, P.E. B. TESTS 1. Test report on: 1) Large Missile Impact Test, 2) Cyclic Wind Pressure Test, 3) Uniform Static Air Pressure Test of 0.063" aluminum storm panels x 104" high, prepared by Construction Testing Corp., Report No. CTC-96-008, dated 02116196,. signed and sealed by Christopher G. Tyson, P.E. C. MATERIAL CERTIFICATIONS 1. Mill Certified Inspection Report, dated 11127195, for Aluminum Alloy 5052-H36 by Precision Coil Incorporated, with chemical composition and physical properties. V 2. Tensile Test Reports from QC Metallurgical, Inc., QCMJob No. 6BM-410, dated February 16, 1996 for Aluminum sample. D. CALCULATIONS 1. Storm panel anchor calculations, pages 1 through 10 of 10, dated 02128196, prepared by Knezevich & Associates, signed and sealed by Y.J. Knezevich, P.E. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 99-0219.01 A. DRAWINGS 1. None. (Drawings originally in file 95-0717.06.) B. TESTS 1. None. (Tests originally in file 95-0717.06.) C. CALCULATIONS 1. None. (Calculations originally in file 95-0717.06.) D. MATERIAL CERTIFICATIONS 1. None. (Material certifications originally in file No. 95-0717.06.) E. OTHER 1. Letter issued by Al Purino stating that all documents are unchanged copies of 0. 063 " Aluminum Storm Panel submittals, Acceptance No. 95-0717.06. elm . Makar, Product Control Section Supervisor NOA No. 18-0516.07 Expiration Date: 04/1812022 Approval Date: 06/14/2018 E-1 `^ American Metal Fabrications, Inc. / dba AMF Building Products / NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 02-0417.06 A. DRAWINGS - See NOA 99=0219.01 B. TESTS See NOA 99-0219.01 C. CALCULATIONS See NOA 99-0219.01 D. MATERIAL CERTIFICATIONS See NOA99-0219.01 E. STATEMENTS See NOA 99-0219.01 F. OTHER See NOA 99-0219.01 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 06-0706.17 A. DRAWINGS 1. Drawing No. 07-309, titled" 0.063 "Aluminum Storm Panel", sheets 1 through 5 of 5, prepared by Thornton Tomasetti, dated Apri110, 2007, signed and sealed by J. W. Knezevich, P.E. B. TESTS 1. Test report on Uniform Static Air Pressure Test, Large Missile Impact Test, and Cyclic Wind Pressure Test of 0. 063 " Aluminum Storm Panels Shutter, prepared by Hurricane Test Laboratory, LLC, Report No. 0411-1011-05, dated February 09, 2006, signed and sealed by Vinu J. Abraham, P.E. C. CALCULATIONS l: 0. 063 " Aluminum Storm Panels Calculations, Sheets I through 45 of45, by Thornton Tomasetti, dated Apri109, 2007, signed and sealed by John W. Knezevich, P.E. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. etmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 18-0516.07 Expiration Date: 04118/2022 Approval Date: 06/14/2018 E-2 American Metal Fabrications, Inc. jdba AMF Building Products NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0419.01 A. DRAWINGS T Drawing No. 07-309, titled " 0. 063 " Aluminum Storm Panel ", sheets 1 through 5 of 5, prepared by Knezevich Associates Consulting Engineers, dated Apri110, 2007, last revision #2 dated April 17, 2012, signed and sealed by V. J. Knezevich, P.E. B. TESTS 1. Verification Test report on Uniform Static Air Pressure Test, Large Missile Impact Test, and Cyclic Wind Pressure Test of 0.063 " Aluminum Storm Panels Shutter, prepared by Blackwater Testing, Inc., Report No. AE-12-002, dated April 23, 2012, signed and sealed by Yamil G. Kuri, P.E. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs (PERA). 4' E. MATERIAL CERTIFICATIONS 1. None. F. OTHERS 1. Letter of Compliance to Florida Building Code, 2010 Edition, prepared by Knezevich Associates Consulting Engineers, dated April 18, 201Z signed and sealed by V. J. Knezevich, P.E. 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0809.04 A. DRAWINGS Drawing No. 12-167, titled " 0.063 "Aluminum Storm Panel ", sheets 1 through 5 of 5, prepared by Knezevich Associates Consulting Engineers, dated July 10, 2012, signed and sealed by V. J. Knezevich, P.E., on July 10, 2012. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources. E. MATERIAL CERTIFICATIONS 1. None. �elmy A.A. M�., M.S. Product Control Section Supervisor NOA No. 18-0516.07 Expiration Date: 04/18/2022 Approval Date: 06/14/2018 E-3 merican Metal Fabrications, Inc. ba AMF Building Products NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 15-1207.04 A. DRAWINGS 1. Drawing No. AMF002, titled " 0. 063 " Aluminum Storm Panel ", sheets I through 5 of 5, prepared by Building Drops, Inc., dated June 27, 2015, signed and sealed by Hermes F. Norero, P.E., on June 02, 2016 B. TESTS 1. None. C. CALCULATIONS 1. 0.063 "Aluminum Storm Panels Calculations, Sheets I through 23 of 23, , prepared by Building Drops, Inc., dated June 02, 2016, signed and sealed by Hermes F. Norero, P.E., on June 02, 2016 D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources. E. MATERIAL CERTIFICATIONS 1. None. 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #.17-0118.08 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. aielmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 18-0516.07 Expiration Date: 04/18/2022 Approval Date: 06/14/2018 E-4 American Metal Fabrications Inc dba AMF Building Products NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 9. NEW EVIDENCE SUBMITTED A. DRAWINGS . 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (PER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHERS 1. Letter of Compliance to Florida Building Code, 2017 Edition, prepared by Building Drops, Inc., dated August 21, 2017, signed and sealed by Hermes F. Norero, P.E. ,;,961my A. Mikar, P.E., M.S. 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PP®UCI IxANIM3 9W1- aF w1RbY IY aF ONE Flla K ThE PARL F1M A YPANY Or OIE YVPbW RR PAV¢ MN 9wN110 OE PFgNNfNM1Y IINFIEO Af Pw1IIaS A15 DIIWAG PROWCR wkSt IWY ffMA i1DPDu vluo-alra rDuar wwum PPAiO.ID 0. �PAVF13 4OFYLOMN� 1@I/3WMW Al�YIMAYN fJ• +a Au tvnumxs sRUE ae mBl-1w Auwww AItDY, Iwx 11. �1���A9� � � u� vNaEll afl $xPa6S s1E6 wI1N A IEIIDIVY +a r>P Aw eanwl o_Rxs wr Y BOFPWWCFD As Rxn mwnons mcE11c PANe3 HAWE BE YalMlm xwmm TNLY PMAE MNCrBE 13..1 WE NpY MEWYPa@D I6105�Wa�TO YADY A EIIEYEN9JI0 AT THE JOB sPE EEPME PLYYpaNa MPI WE R6R PNODE'ET acp1Y'rY u� h:!eflwJ• Puitr43e GW< Aaccya'mN� -O -D] E+giwtivODma j,2 nY bT Jm Gv:c.d �Y. IMNpN 1.1Y tdY y _� �1 HOoIP/ ISIY 1.11B' t31B' t3.W' PM,b W.EA.WE 1!!T O PLUG I- V UMINUM STORM PANEL 1AAld1 Im r ]6Y 13• 3' r 0Ar� /to I I I �1310' ISIY� 6'PM41 CCItlxCE BSm• O H4A ALUMINUM STORM PANEL ii01' .iSB' 0.15' .1Ti' R35• .1)Y Rro• (I''2251' �• ]S]1' R.35' 1T+. TP. Ix'. 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TITLE' 0.063-ALUMINUMSTORMPANEL � DwN IN N LS_ i 7378 O 0. 7g _ T DESCRIPTION 8Y DATE VERTICAL SECTIONB p13 C7iK BZ r O� P//R��EPARED Ul N SCALE:HFN m�J�� SSA—Fd``v`n•e��Y'i:�'4�� L.IBVILDING DROPS,INC. 398E DAMA BEALNBLVD.t133B NTS • � . DANIA BEACH, FL 33004 P � vw NSga99a�n :1C bM a�une D Y 0 gj.OpAUT MOUNT CLOSURE SECTION x.Y O2 OR Q7 Y� `O�MX aNiPIVM4 IW. ® BRIEF"NT CLOSURE SECTION OPICL CORNER COUSURE PLAN arc MORon Im 0.=. (D OR POOR&/ ulpc In © 154P WOUNT CLOSURE SECTION ac M rnocl:.^. �rrcm esa.;: fl3TiwiW We Flryiva Bryi e29- � CnnnM M1ti IDe' OJ ]MI, MI CORNER COUSURE PLAN_ IM1tDOVCTRF.NBW19 'j We Florida BxtM1eP CWs An l DENS 9AY YNW! By M1BnmiD m c.2 srtFi m)rt �PW[Ofl 1'YYSI/C' 6CD-10 YYY. AILV( _ O!)[PICAL CORNER COUSURE PLAN 0 AMDUCAN METAL FABRICATORS, ING xmobm.a x.wwr.nanw iauamm�o u.nroraw+m Z m g ly O oo tl w Dw� QQ 4 o n�m a a O N 0 bAD SPLVSW ,I 5if ANOtlRl19E Nss SKMUI AI•IC mrmErno, Rv $fENOi NOR naE] •uu xvv vv vromv.o«.Nx wP..x.v.m,N n u fr z u O•�u•.svuu].mvm, i u VPELmxvEunvL LyPwx[wm t +1Pawrav L?mnNaNV•anuu• Y w'Nomwvn A 1 e O m� vd.Nal evm mx 2 O • • �. •: u cvoxum.Ia 3 •wv..u.v.xn { •smm m � H v v p � ¢ vv S •v v v • e PRUUURRETh1':ED u eNmyxln3xlVi @a Ff...u. YO I Y% 1 ROC AxwoNswEwv fA51WGVAOWP19LAxq mpFS xNfCn V•IJpR "W16.SXN9AXL MIX.VPfWECISLAX@ �U yAMVTI YAVslO1O SPAXENN J a � 5V' 6'�•' 0-0' Fn L"ypp.1WL °�'M MOLE NUR] Sa Xdl[ G LUXXRiIONME (UNNFCMNMf RNNECTV: T9E E ¢£ ]BxU1E3 ]YNOIE] SfLNUiE NUIEU anou@vv vu annoa[s vv• ' uun+� • vu w ..NsrN.o.�.. xNv u u rz T u v u s venvn • u � � o.xmOVNNe:uPss�.mNsv ^e • e , " 3 v. y u u• .isr".,m 1. SPANS MU LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1. 2. ENTER ANCHOR SCHEDULE BASED ON THE EOSRNG' STRUCTURE MATERW., ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATME DESIGN LOAD ON SHUTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 5. AWHHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' • r s • T ss RECOMMENDATIONS. s 1 S. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR ]. WHERE EXISTING STRUCTURE IS POST -TENSIONED CONCRETE CONTRACTOR _ SHNL LOCATE G•BLES PRIOR 10 ANCHORING ANO COORDINATE ANCHORAGE E.. ^^.w' SUCH THAT CABLE ME NOT DAMAGED. 8. WHERE IXLSHNG STRUCTURE IT WOOD FRAMING, WOOD FRAMING e > • . . • FRAMING VARY. FlE.D VERIFY THAT FASTENERS ARE INTO ADEQUATE WOODPTAB FRAMINGMEMBERS, NOT PLYWOOD. FASTT1.'ING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIOE E PIECES. 9. WHERE LAG SCREWS, MAE AND FEMALE PANEL MATE FASTEN TO NARROW E LAC IMM111111 sMING.G=O.S5ORFOR WOOD FRAMING. NO SMALL 'SOUMERN PINE' ORGREATER V DOR DENSTIY. LAG SCRE155 SHALL HAVE PHIWPS PIN HEAD OR HIX SC I L HEAD. +.I .j,-'Be ..aa a� iQl/ALNNE SCREWS SHALL HOVE MINIMUM OF 1/2' ENGAGEMENT OF s u u • s e e • s • THREADS IN BASE ANCHOR AND MAY RAVE ENHER 0. PAN HEAD. TRUSS • v v °.. v u u , • n L u • u • . s • • HEAD, OR WAFER HEAD (SEMALK BOLT), U.O.N. 77 u 11 MDESIGNATES ANCHOR CONOITONS WHICH ARE NOT ACCEPTABLE USES. u u v • v e • s • s 12.x DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOMNG MACHINE e e • s • • T s • SCREW, NUT OR WASHEREO WINCNUT. > e • • • > s • • e T • • 13.^ THE MINIMUM EDGE DISTANCE FOR THE POWERS Z MAC NAIL -IN e s• v v v v se ¢ v v u¢ v e s EMBEDDED IN HOLLOW CONCRETE BLOCK IS 3-3/4'. • ¢ v v v v • • v R e • 14.POWERS 2AMAC NNL-IN AND ALL POINTS SCUD SET MASONRY ANCHOR u T v • MAY NOT BE USED IN CONCRETE SLABS OR CEILINGS. s s u ] a r • s • • e • s e EXCEPTION: THESE ANCHORS MAY BE USED IN CONCRETE • • s e v v a • SLABS ON GRADE I'asmliCYRMSED PER ANCHOR FROM SPACING PSPACING PER Belemga.x Bai i,Q MIN 2x ANCHOR DIAMETER ANCHOR SCHEDULE ANCHOR SCHEDULE SCHED.,TYP. AcsSesv:gy - MAX. 1/2 ANCHOR SPACING ALUMINUM EAR2UBION FABRICATORS, LNG 5-9E 60 AMERICAN METAL FABRIEAT0RS,INC »memo mscr.tnmev nepevno.ms ��lyyyweau�m ai#a HQS O N tl Z. n0 � fSit k d m aim d Ewa T MINIMUM STORM PANEL SEPARATION T w < 8 STORM PANEL MA%IMUM 9 SPAN SCHEDULE o d > a n d E FABIF i NOIEB: DESIGN WAD I 00NO�D rvTvHs.) 1. TABLE 1 IS APPLICABLE MR ROTH POSITIVE AND LMULDT'IN) m NEGATIVE LOADS. n.00 Sw ul 2. FOR DESIGN LOADS BETWEEN TASUTATED VNLES, USE am Sd NEXT HIGHER LOAD. LINEAR INI TM[.ATION MAY BE WIN Sd Z USED TO DETERMINE ALLOWABLE SPANS. sD.00 M. O MD Na FI o TA9 P NDTES• 100ll0 B<' � 1.USE REQUIRED POSRNE DESIGN LOAD TO DETERMINE D m ESA' MINIMUM STORM SHUTTER SEPARARON FROM GLASS. 11Do0 5m Bd sd L J mm � a ' I2£00 V. 6�1• 3Dm 5d 3 m Sd 110Lo Sd p IT.Dilf1.'-1'ILNC'D 115m Sd 1 II �`\`��........... 9iCad.nN:he Flw76; tDDm 4P Egimo-n Dam _e4[12P� zz RAW A'-T A DY U, 1WA D Pd ' Mien, � D ..I. a un rca SDO.DO S-P 7 ••••••• PRDUL'Cf RF.NEWLD Icy O �i���C B 1°�Y� iu1 Dm Plnnia �/ll (MI71 A TunttM -O .o$ mmmDURmmSD Dam PILAW aiIDOn FbNdc �i, F y2 2L DmIGWC�ke � O 3 p DY AeeePmrcsfro o . DWAMF002 D 7 BY ' SHEEn 5 OF 5 FROM GLASS 9 EPasIrNE D[SIGNI¢eD lP+)Tsq MmueuM SIDRMPANB. SPANIFT+M MINIDWRIAIrv38. I R ADD P&HES ?MItFIOMmDM DFP: „p,�� "�� GPADE M Z 30.Oo B'-0' 3' 7' 30,00 Y-0' 3' 1-77 30.00 10'-0' 3' 1-7B' 6D.00 5'-0' 3' I-iB' 60.00 T-0' 3' I.318' sD.oD s-0° a• 1.7 sD.oD t5-0' a• zaB• ]DAD 5-0' 3' 1-iB' 70.D0 T-0' 3' 1.17 TOAD 9'-0' 3°. 70.00 3' PODO S-0' 3' 1- SO.OD 5-0' 3' iJIB' 9D.00 T-0' 3' i-17 770.OD S-0' 3' 1-0(A' 1]D.00 56 3' 1-i '