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HomeMy WebLinkAboutNOA'sM I EM GCANN� BURl),NG�CODEcDwLiANC.EDB' cx("x0) BY PRODUCT CONLROL DIMIGN St s ude County Two di. Country Industries, Inc. 400 West'MeNab Road Ft. Lauderdale, Florida 33309 TMAW—DADB COUNTY. FLORIDA ilfLIRG DADS FI AGtER BUILDING (305) 375,2901 FAX (305) 37S-2908 .. www.buildinecadeon"ne eom This NOA is being issued under the applicable rules and rdguladons gov ' g the lise of construction materials. The doeamantation'submitted has bean reviewed by, Miami-Dado County Odnot Control Division trod accepted by die Board of Rules and Appeals (BORA) to be.ascd In Miami Dade Cc Fly and other areas where allowed by the Authority Having Jticisfttion (AIM the expiration dkta sided below. Tl Divisiou i(Ia.Miami Dade County) and/or the AW (in areas other than.I have this, product or maiefial nested for quality assurance putptlses, If di the accepted maraca, the maaufaetrter, will incur the expense of such revoke, modify. or sutspacd the nse of such product ormataw within thi to revoke this aeceptanco, if it is determined by Miami -Dade County Pro, material fails to meet the requirements of the applicable bupdfig code. This product is approved as described herein, and has been designed to cc Zane of the Florida Building Code. DESCl�P7ION: 0.050" (rain.) Aluminum Storm Panels Shutter APPROVAL DOCUMENT: Drawing No: 05-353, titled " 0,050" Afire of 6, preparad by Thororon-Totuesctti Group, dated June 29, 2005, last re sealed by V.J, K=wvich, P.E. bearing the Miami Dade County Product t of Acceptunca number and expiration date by the Miami -Dada County Pr MISSILE IMPACT' RATING: 1, tee acid small Missile Impact LABELING: Each panel shall bear a permanent lud>ef with the maaafact following statement: "Miami -Dada County Product Control Approved", c RENEWAL ofthis NOA shag be considered attar a renewal application changulin the applicable building code negatively affectiag'the parformor TERMINATION of this NOA will occur after the expiration date or if t i sateai;ls, rue, and/ur numufacture of tho product or prucess• Misuse of tb product for sales, advertising or any othor purposes shall automatically U with any section of this NOA shag be cause for termination and removal ADVERTISEMENT: The NOA number preceded by the words Miam the expiration date may be displayed in advertising literature. if any poll be done in its entirety. INSPECI7ON: A copy of this entire NOA shag be provided to (he user and shall be available for inspeetion at the job site at the request of the B1 This NOA revises & renews NOA # 03-0321.13 & consists of this page as well as approval document mentioned above. 11te submitted documentation was reviewed by Holmy A. Makkar, /P..Lr.,o I ill/ ly•!r'�'� oL /6/zoo 6 I ZR -JHd J.D311721d 3NtronNnH 01 Miami,Dado County Product Control ami Dada Couny) reserve the right to productor material fails to perfam in asting and the AHJ may immediately jurisdiction. BORA reserves the right tt Conaiol Division that this product or with -the High Velocity Hurricane 3torin Panel ", sheets I through 6 00 dated Lune 29, 2005 signed and rl Revision stamp with the Notice Conrrol Division. '.es name or logo, city, state and the ass otharwise noted heroin_ is been Paled and there has been no of this product. re has been a revision nr change in the NOA ad un endorsement of any . linate this NOA. Failure to comply Ae County, Florida, and followed by of the NOA is displayed, then it shall manufacturer or its distributors Official, encu submitted pages E-1 and E-2 NOA No 0"113.03 Expiration Date: I V16/2010 Approval Date: 02/16/2006 Pngc 1 50LLOL066 89:1Z 900Z/0Z/80 r Tov m &Conn InfI05t1'I NOTICiu OF ACC 1. EVIDENC:E SUBNIITTED LNDER PREVIOUS AP7VAL aulbuauy.va A. DRAWINGS: I. Drawing Number 00-159, titled " 0.010" Almninurrf• Corm P•,anel", sheets I through 6 of 6, prepared by &ezevich & Associate',dated dugust 1, 2000, east revision #1 dated October 24 2000, signed and sea led by V.' J. X'nezevich, R.L. B. TESTS. 'F ,1. Test report on large Missile lmpacrTest, Cyclic Pressure Test and Un farat Static Air Pressure Test on 0.050" aluminum stormaneIs, prepared by ConshwAon Testing Corporation, Test Report No. CTC.Dt)A2& aced 06282000, signed and sealed by Christop, her G. Tyson, P.1~ ; G , CALCULATIONS:. 1, ComparativeAnalygis and Anchor Analysis, dated 56, prepared by Knezevich & Associates, I", Agr Knezevich, P.E. 2. Comparative Analysis,.dated 101262000, pages 1 Krtezevich & Associates, Inc.. signed by U. J. Mxe D . MATERUr CERTIFICATION: 1. Mill Certified inspection Report of coils, for Aium Aluminum Corp. with physical properties. Z. Certified Tensile Test Report by Certified Testing 592F dated 061Z612000, for AluminunrAlloy, sign P.E. ' 2. EVIDENCE SIMMrr T;D'UNDER PPXVIOUS APY A. DRAWINGS, 1. Drawing No. 03-259,-titled " 0.050" Aluminum Star 6, prepared by Kuezevich & Assm;iales, !nr dated dated September 23, 2003 signed and sealed by V.l. . B. TESTS 1. None. C. CALCLILAIIONS 1. None. r E-1 Ut2000, pages 1 through and sealed by V. J. It 3, prepared by P.E. Alloy 3004-H34 by Jupiter boratories, Report No. CTLr and sealed by Rarnsh Patel, 7VAL # 03-MI.13 panel,:, sheets 1 through 6 of mil 0<20W, last revision #1 ezevich. P.E. Prodad Conttnl Eimer NOA No "13.03 Euplcalioa Date: 1111UM0 ¢pprovai Date: 02a612006 Ii 711 -7-ga,a ,Lo3iomd 34voi ZnH 01 " 90LLOL609G 89:TZ 900Z/0Z/80 Town & Conntry Industries. Inc NOTICE OF ACCEPTANCE: EVIDENT D, QUALITY ASSOURANCE 1. By Miami -Dade County Building Code Compliance M MATERIAL CERTIFICATIONS 1, None. 3. NEW EVWENCLt SUBM ITW A. DRAWINGS I: Drawing No. 05�353, titled "O.050" Ahmdmrm Storm attel ",.sheets I through b of 6, prepared by Thornton-Tomasetti Group, dated Ju je 29, 2005, last revision 0 dated June Z9, 2005 signed mid scaled by V.J. 7fitez P•E . B. TESTS 1. None, C CALCULAMNS �l ed by 79Mrnton-Tomaseld 1. ' AnchorAnalysis, dated June 15, 2005,39 pages, prop Group, signed and sealed by V. J. X=etdch, PE- D. QUALITY ASSOUBANCE 1. By Miami -Dade County Builftg Cade Compliance E. MATERIAL CERTIFICATIONS 1. None. E-2 T✓Seltny A. M*ar, P. E. product Control EmmIDer NOA No 05-0713.03 Exp'm+tionDote; 111102010 Approval Date: OL16aO06 a �nq� I:l IMU 3 Na'JI NnH 01 90LLOLS096 89:1Z 900Z/0Z/80 n N N OSTORM PANEL SCALE , 3" a V-O" ' 7B HALF STORM PANEL SCALE , 3" .'1'-0' GENERAL NDM: 1. THESE PRODUCT EVALUATION DOCUMENTS REPRESENT A SHUTTER SYSTEM DESIGNED AND TESTED AS A LARGE MISSILE IMPACT PROTECTIVE SYSTEM IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 2004. 2. IN�CONFORMANCEYWITHMTHE SBCCI STANDARD SSTD E2 MISSILE FORAUNIFORM STATIC AIR PRESSURE IN CONFORMANCE WITH ASTM E330-02. REFERENCED TEST REPORTS 90019N98504E9904001.0I22003D20198-009. -0. 8-017-4,0-40Cb. 1-7 AN02. 3. AN ALLOWABLE STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. 4. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING WINODOCUMENTS OCUVELOCE TS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING 5. USE OF THESE PRODUCT EVALUATION DOCUMENTS ARE PREPARED BY THE PRODUCT ENGINEER SITE RE GENERIC. THEY DO NOT INCLUDE INFORMATION PREPARED FOR 6. USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER 61G75-23• OF THE FLORIDA ADMINISTRATIVE CODE 7. THESE PRODUCT EVALUATION DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR VERIFIES THE EXISTING STRUCTURE IS CAPABLE OF SUPPORTING THE SUPERIMPOSED LOADS. B. 9. STUD DIRECTION MAY MAY BE REVERSED r m .091" OSTUDANGLE OANGLE SCALE. 3" • T-O" SCALE. 3" . V-0" OC-TRACK . O C-TRACK \IQ BUILD -OUT F•TRACK SCALE. HALF SIZE SCALE , HALF SIZE SC _ O'P TRACK 8B 'F' ANGLE - TRACK. SCALE : HALF SIZE SCALE, HALF SIZE FULL -IN PANEL PLAN V1h9U EXTERIOR SIDE PULL -IN PANEL ELEVATION N.T.S. N.T.S. R.T.S. NT A WALL/ DIRECT MOUNT O a ` O 7 ALUMANGLE CLOSURE PIECE © 1"x 2"x.125"MIN. TO 2" x 5" x MAX. .125" 1/4"0 FASTENER (A-•1;a"' 24" O.C. SEE ANCHOR END SCHEDULE FOR ANY ACCEPTABLE ANCHOR �'- '.31.�.f O BUILD -OUT MOUNT �e i;'fi'.. _ ALUM. ANGLE "'; ?t. CLOSURE PIECE © ' ' •• MAXMA . i2" x 5" x .125" MAXIN� MB. Y�d�� o FASTENER O.C. SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR O TRAP MOUNT TYPICAL CLOSURE DETAILS (PLAN) SCALE: 1-1/2" n 1'-0" 1 PENETRATION OR EMBED. , OR EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) GLASS OR DOOR Ba MAY BE R 0 QO O:m wW TYPE OF EG MAY I TOWARDS ' 1/4" MAX. SCREW HEADER'ONLY i_ S 1 ot- rye--DER OR SILL 1/4-20 X 3/4" MACHINE SCREW BUILD -OUT MOUNT SECTION &CALE : 3" . 1'-0" _ OF a 3/4' E SCREW X� 1a ._/ >t J r 2" z T' 4 O 10 E = 1 CONT. a j s CONNECTION T REFERENCE AMC RE Ot 1a SCHEDULE FOR P om� SPACING— '" Z wz Oo AAXP. w w Z� O C3 CONNECTION TYPE a o REFERENCE ANCHOR O ED SCHEDULE FOR MAX. SPACING CEILINCVFLOOR MOUNT SECTION OSCALE : 3" - T-0" EXISTING CONCRETE, PENETRATION FRAMING OLLOW BSEE ANCHOR LOCK OR D OR EMBED. SCHEDULE BASED ON TYPE OF 1,P STRUCTURE) Cl CONNECTION TYPE r REFERENCE ANCHOR - SCHEDULE FOR MAX. J SPACING n • / o - 'o- LJ GLASS DR DOOR X. ¢ m OR t to _ 4 w zl Iul E Zo 1O 1a N ul IHjI �� Vtp 1/4-20 X 3/4" z l Xw QJ z:m X Q E Z~ a� Ep of IHII N Na �x .-20 z 3/4" CHINE SCREW OF Cl CONNECTION TYPE REFERENCE ANCHOR 1 ` SCHEDULE FOR MAX. SPACING SCHEDUL REASED ON TYPE OF OWALL MOUNT SECTION WALL MOUNT SECTION E SCALE : 3" . t'-0" O SCALE, 3' . t'-0" C2 CONNECTION TYPE REFERENCE ANCHOR , SCHEDULE FOR MAX. SPACING EXI�. �nr.SCHEDULETING BASED E. HOLLOW BLOCK OR WOOD FRAMING ISEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) PENETRATION .. OR EMBED. OR EMBED. z OR EMBED. rC1 DDNNEI 11/4-MMAX USE @ W/ 1/4-20 z 3/4" MACHINE SCREW .W/ .675" z .675" z .125" SQUARE SCREW HEAD LL 'd OR a FRAMING (SEE ANCHOR WALL MOUNT SECTION 'TIE, SCHEDULE BASED ON TYPE OF IR WOOD EQ EQ STRUCTURE) J SCALE : 3' . 1'-0' ICHOR ON TYPE OF (THIS DETAIL MAY BE USED AT TOP AND BOTTOM) CEIL)NG/FLOOR MOUNT SECTION WALL MOUNT SECTION OSCALE : 3" - 1'-0" O SCALE . 3" a T-0" . It INTO USE 1/4" WOOD LAG SCREW OR 1/4" ELCO - MALE/FEMALE PANELMATE REFERENCE ANCHOR SCHEDULE FOR MAX SPACING II I EXISTING STUCCO AIT i II 'li 'iI' FINISH OR PLYWOOD 7/2" PLYWOOD Ili III, SOFFIT ..L'. .'rtli ' v? I'1' - MAX. EXISTING 2" x S" x GLAZING LUM 3 LL T9'If 14x 3/4" 3 ANGLE OR4'• I TEK SCREW `1 w x 1/4" x CONT. ALUM.FLAT E EE MI .STORM BETWEEN TRUSSES I,n PANEL SEP. FRO u GLASS TABLE 2 EE MIN. S OR 1 10 R p x }�•., PANEL SEP. FRO GLASS TABLE EXISTING E D EMBEDMEN GLAZING LL F CI CONNEC710N TYPE \> 1 WWI g �E. REFERENCE ANCHOR to 9 .40 TWO 1/4-OX MIN, 4" LONG SCHEDULE FOR MA%. I- D '4 SPACIN STAINLESS STEEL W000 LAG SCREWS �- ° P 21." O.C. MAX. WITH EXISTING CONCRETE, - 1-3/4" MIN, EMBEDMEN 7 HOLLOW BLOCK OR B. % o IN CENTER OF STUDS WD00 FRAMING. a �1II; DCl' 9 1/4"Ox P L WOODA S ODD LA n EXISTING 2" x 6" P.T. CONT. W/ 1-3/4" \ GLASS WOOD BLOCKING INTO WOI 0 OCEILING MOUNT/BUILD OUTSECTION MAX�99yy •I 1 la OCEIUNG/BUILD-OUT MOUNT SECTION I 1' SCALE, 3" . - O" q SCALE: 3" . 1' - 0" = I MACHINE SCREW FRAMING MEMBER I AND N AND NUT P 12" D.C. MAX. BY OTHERS e 5" LONG HANDLE L-J ' RIVETED TO PANEL 1" x 3- x1/8" MAX. CONTINUOUS OUS itl O7 1/4-20 S.S. BOLT SIDE CLOSURE DETAIL 606B-I ALLOY b ALUM i 1 18 ALLOY ANGLE MAX. i 1a 8 BOLT b WINGNUT P 24" O.C. (TYP.1 KO SCALE. 3". 7•_p•• PUNCH 1/2" x 1" HOLES IN d 1'f S.. 4" MAX. © TYPICAL CORNER CLOSURE DETAILS (PLAN) SCALE, 1-1/2" - T-O" 1 0 IH: IH NEB TH 3NUT P TO ADJACENT PANEL) WALL NO S" x 2" x l/B" x CONT. 2-7/ STUDDED ANGLE WIDE (SEE SECTION T) (TYF OOPTIONAL INTERIOR FASTENING DETAIL DSOME(RIC) N.T.S. LONG ut 12" O.C. \ IG N ✓'Ox MIN. 4"LONG In 'SS STEEL O AS SCREWS y .C.-MAX WITH C7 41N. EMBEDMENT KISTING x 1/8 y ALUM. R N14 x 3/4" El TEK SCREW - O 9".7//4" MAX �I 1-I F J O .y MAX (MAKPANELNBGHT.T•4.&MAX. DESIGNLOAD 7ZOSP.S.E) O INTERIOR FASTENING ANGLE ASSEMBLY SCALE. 1-1/2" = 1'-0" DETNaa NOTE THESE DETAILS DEPICT THE CONNECTION OF THE LAST PANEL FOR AN OPENING WITH PANELS INSTALLED FROM INSIDE. USE OF THESE DETAILS SHALL BE IN CONJUNCTION WITH AN "h" SI HEADER OR "U" HEADER TOP MOUNT. Pant "fo otim: P;\Ftl\Pmjeots\KK535D.00\Drawings\FO-sub\OS 350-04.dwg NCanlu 04/28/20D5 11:57:06mn O4/26/O5 11: 56 L I rn T D T m O O D 0 T . ol O D 2 O m FLORIDA BU/LD/NO CODE, 2OOZ' .., A=: V. +::yji".�5;u � a:�*' •5: ;e. tom.? S0 9<: ,Ci 0.040 0.090•. U.U6U- O z no eels b tlo t - ''+ ALUM. STORM PANELS M'('homton•Tomasetti GToup C Cr7 3 ? .. r:• :, ` '-0�'• - � i 9 dig ✓ Td (04) 52�Zd690 Fosm195415R 3691 C� 175191 � e�imm..;r C I WeWltcw a mup.cam enn+.nw .uc Co ht 0 2005 Thomlan.TorrusettlGrou Inc ;QV WMMMRb d l9 F T/3 N . CONCRETE EXIST. STRUC. D� m CDrPF M. 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AON O mi qOW mPn M',,r< T• AA 033 WTD JmGrIYY y Cr yDm �rffnn y Kbn DZD D mDm^C3 D-zlm D NmT ZOlm1� m OOcmDKOm [ OT >Yx " YO r>r ToA ul {DOWIArImC Z OAy DY.DOY � mmOOOa mnm mv2iCmm El m2Om-immm w mr- ZZA-A t^ mm<TA:NM z n COOmmm ADO mA O OCZYy OZK 3A AZ 3Zy DyrrnPPT�04 ZZ AOLm1rZSm r'Fm ZTomnm mmm myDmZ ONLA y Drz110pW OOMW MWXD mr r r. o'mmm3_itmil Dym DOumiTG Amm DZzo- mo Xoomgm n 3 z m2 Jm0 T AO-Z ATZ�;9T0 m31mAD91� OAn-Oim>3c DKmmm ODi m NA x WmAZ AZ 0 r Fq ,1 Af����•, gat ti s>tit,Fy'�Hy�7� ;�. FLORIDA 8U/LD/NG CODE, PQOd 0.046^ 0.050^. OA60� 0@ x n0 dyt9a ea3c b +�' "al `jt ALUM. STORM PANELS ThOmton•Tbmasetti Group ! A Rl m W3 m r (^ 330 N. Mefem Ave.,Sulk+SO•FLUWeNalq FL 33301 TO. 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