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HomeMy WebLinkAboutProduct Approval (2) r -Oi- _.____. - _ - - -- ---- - -- ..� ; .;; rah SCIS Home Log In User Registration Hot Topics Submit Surcharge Stats fl Facts Publications Contact Us OCIS Site Map Unks Search * Product Approval USERt Public User r Product Approval Menu>Produtt or Application Search>Application List>Application Detail j Fl.# FL11968-R4 Application Type Revision Code Version 2017 Application Status Approved Comments Archived 0 Product Manufacturer Eastern Metal Supply Address/Phone/Email 4268 Westroads Drive West Palm Beach,Fl.33407 (800)432-2204 lrodriguez@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Storm Panels Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A.Tillit,Jr. the Evaluation Report Florida Ucense PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2020 Validated By John Henry Kampmann Jr. Validation Checklist-Hardcopy Received Certificate of Independence FL11968 R4 COT EASTERN METAL SUPPLY,INC. DRAWING 17-098 CERTIFICATION OF INDEPENDENCE.PDF FL11968 R4 COI EASTERN METAL SUPPLY.INC. DRAWING 17- 095 CERTICATION OF INDEPENDENCE.PDF FL11968 R4 COI EASTERN METAL SUPPLY,INC, DRAWING 17-096 CERTIFICATION OF INDEPENDENCE.PDF FL11968 R4 COI EASTERN METAL SUPPLY-2c INC, DRAWING 17- 094 CERTIFICATION OF INDEPENDENCE-od Referenced Standard and Year(of Standard) Standard Year ASTM E330 2002 SSTD12-99 1999 Equivalence of Product Standards Certified By Florida Ucensed Professional Engineer or Architect FL11968 R4 Eauiv EASTERN METAL SUPPLY.INC. DRAWING 17- 09S LETTER EQUIVALENCE BETWEEN SSTD 12-99 AND ASTM E- F IL1L 1968 R4 Ep tiv EASTERN METAL SUPPLY,INC, DRAWING 17 09A L ER OF EOUIVALEN[E SSTD 12.99 AND ASTM E-1096 PQ, F 1_L 19668 R4 Fnttiv_FASTERN METAL SUPPLY.INC_DRAWING-1'/ 096 LETTER EO111VALENCE BErWE N SSTD 1 •44_AND ASTM F-1996.PDF FL11968 R4 Enufy EASTERN METAL 4)PPLyj6 J QRA�iN+1ZQ4 LETTER EQUIVALENT BETWE•N S TD 12.99 AND AST E•1n96 ndf Sections from the Code Product Approval Method Method i Option D Date Submitted 09/20/2017 Date Validated 10/28/2017 Date Pending FBC Approval 10/29/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Description 11968.1 0.040"Bertha Aluminum Storm Corrugated aluminum storm panels retained or not by tracks Panel(2.25°Deep)-Non-HVHZ- to provide Hurricane protection. Drawing Number 27.094 Limits of Use Installation Instructions Approved for use in HVHZ:'NO ELI1968 R4 IF EASTERN METAL SUPPLY2c INC. DRAWING Approved for use outside HVHZ:Yes 0-094 0.040 BERTHA A M1NUj�STORM PANELodF Impact Resistant:Yes Verified By:American Test Lab of South Florida Inc. Design Pressure:N/A Created by Independent Third Parry:Yes Other:Large,Missile.Max.span is 12'-0*for+25,-25 p.s.f. Evaluation Reports and 4'-0"for+125,-130 p.s.f.for sections 1,3,4,6,7,8, EL11Q6 R4 A AS7 RN METAL S IpPLY INC, DRAWING 8A,9 and 11,See sheet 10 of installation drawing for other 17=044-PRODUCT EVALUATION REPORT-adf spans and pressures.Valid only for wind zones 1,2&3 as Created by Independent Third Party:Yes defined by ASTM E-1996, 31968.2 0A50'Bertha Aluminum Stone Corrugated aluminum storm panels retained or not by tracks Panel(2.25°Deep)-Non-HVHZ'- to provide hurricane protection. Drawing Number 17-096 Limits of Use Installation Instructions Approved for use In HVHZ:No, FF1196E Rd tl FllUERN METAL SUPPLY,INC. DRAWING Approved for use outside HVHZ:Yes 17-096_0,00_BERTHA ALUMINUM STORN PANEL.PDF Impact Resistant:Yes' Verified By:Americanjest Lab of South Fiorlda Inc DesigmPressure:N/A Created by Independent Third Party:Yes Other:Large'Missile.Max.span Is.12'-11"for+30,-30 p.s.f. Evaluation Reports and 8'-2"for+75,-80 p.s.f.for mountings without°h" EL!1968 RA AF AST METAL SUPPLY,INC. DRAWING header.See sheet 5 of installation drawing for other spans 1Z tLRb pgQDU[T OF EVALUATION REIKIRT:PDF and pressures.Valid only for wind zones 1,2&3 as defined by Created by Independent Third Party:Yes ASTM E-1996. -11968.3 24 Gage Galvanized Bertha Steel corrugated galvanized steel storm panels retained or not by Storm Panel(2.25"Deep)-Non- tracks to provide hulrricane protection, HVHZ-Drawing Number 17-095 Limits of Use Installation Instructions Approved for use in HVHZ:No EL11Q68 R4 tI EAH=METAL SUPPLY.INC. DRAWING Approved for use outside HVHZ:Yes 17.119$ 24 GAGE GALVANIZE BERTHA STEEL STORM Impact Resistant:Yes PANEL.PDF Design Pressure:N/A Verified By:American Test Lab of South Florida Inc. Other.Large Missile.Max.span is 9'-8"for+30,-40 p.s.f. Created-by Independent Third Party:Yes and T-2'for+70,-80 p.s.fjor panels mounted without"H" Evaluation Reports header.See sheet 4 of Installation drawing for other spans FLI .68 RA AE EAST RN M TAL S IpPLY.INC, DRAWING and pressures.Valid only for wind zones 1,2&3 as defined by lj-OQiPRQDUCi FwALUATION RFPORT,hOF ASTM E-1996. Created by Independent Third Party:Yes i 11968.4 Clear 8ertha'S(orm Panels(2 1/4")- corrugated polycarbonate storm panels retained or not by Drawing Number 17-098 tracks'to.provide hurricane protection. Limits of Use Installation Instructions Approved for use In HVHZ:No ASTERN METAL SUPPLY.INC. DRAWING Approved for use•outslde HVHZ:Yes 17-098 CLEAR BERTHA STORM PANEL 7.2S.PDF Impact Resistant:Yes Verified By:American Test Lab of South Florida Inc. Design Pressure:N/A Created by Independent Third Party:Yes Other.Large Missile,Max/span is 10'-0"for+28,-28 p.s.f. Evaluation Reports A.S.D.and 4'-0"for+109,-110 p.s.f.A.S,D desgin load.See F1 I1968 R4 AF EASTERN MFTAL SUPPLY INC. DRAWING sheet.3 of Installation drawings for other spans and pressures. 17-098 PRQD UCr 0 EVALUA.TiC)N RE-POR_T.Po Valid only for wind zones 1,2&3 as defined by ASTi4 E-1996. Created by Independent Third Party:Yes Hach Hoat [bd=UsUs;;2601 BFair Stone Raad.7ngahasxPR R.l2'+99 Phenot 252-487.1824 no Soto of Florida H an JUVEEO employer,Coovria 2ht)7.in13 Race o{FinNnA ;;Privaev Smt menr;;j�etnsslhcnw-� Staff;;gefi,na Srrtement Under Florida law,email addresses are public recoroS.If you do not want your e-mail address released In response toe public records request,do not sand electronic mail to this entity,Instead,contact the office by phone or by tradlowal malt,If you have any questlons,please contact 050.407.1395.*Pursuant to Seaton 455.275(t), 1`1or10,5tatutes,CHective October 1,1012,Itcenseas licensed under Chapter 455,FS,must provide the Department with an email address if they have one.The emalis Provided may be used for official communication with the Ilccnsea.However erred addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determined you are a licensee under Chapter 455,F.S„pease click DM. Product AApproVal Accccaptsr Credit Card Safe I GENEW N07ES: Norm, 1. SYOFU PANEL SWAIN Gl THIS PRODUCT EVALUAWV DOCLW-- r(RED.)FUS BEEN WIZ07CV FOR C&JPL ANCE AY ALCM 6.1)UIr MTAtf EMa?E aWf OF TAB ELCO PAAVJAFE,AND Cr 1AP-6RtP ANCHORS YRO CONCRETE BLOCK MW THE 2017(61h EDITION)OF THE RORIOA Bt WOC CODE TRU STOP.0 PANEL SHALL a=BE INSTALLED AT"CH VELoC1TY (xlyr SHALL Be 1 1/4;'1 J/B'FOR ZAswG X#XW AM34ORS AND 1 1/8'MR RED HEAD UYWXMT SLaW ANCHORS W06CARE ZONES(LLFMT-AOE/BROWARD COUNTLES). AM"11A:YD LOADS SHALL B£DEMMOVED AS PER SECRON 1609 OF THE A6GVF,AIDWO&FO COD& 92)7/B-CALK-M AfXHOR5 SfWLL BE£Nr1R0.r ENB£DAEO AYrO THE CONCRETE BLOCK Mt.hro CA16EV PENT WTO STUCCD. FOR A MV SPEED AS RE004M BY THE JURISDICTION ASHERE Th'ESE SNUTTFAS KU BE 96TAUO-AAD SHALL BE pnn,l!RIED. 114b-20 SQMM USED S1WLL or T f/2-LONG 41=4tMt:'SOMJ40 STUCCO COS!AND e- FOR A D RaAAOY41(TY FACTOR✓.i=0.85.U5WG ASCE 7-10 OCR 96TALUrIONS MVER 2017 FOC MV Sfhll. AAVU%FOR WALLS KWH AO STUCCO. Nor EXCEED THE uAX7L1UM(A.SD-)D£SIGTI PR£557IRE P-ATWOS WAICA?W ON SFL-`£7S s 7FM P. M QRAR 10 VEcRtFY(FIE ABOYf COYLMITOMI. UL771.417E DESA"71 KS+AO LLVDS O£7ERA�INED Pb?ASCE 7-10 B.J)Af%ew EuSaLt£Ilr OF 1/4 C A d/<"ALL POR17S smv-srr Ammvvs SHALL'BE 7/8'DJTO FW CONCRETE BLACK.h17 SHALL BE FIRST RMsCED 10 AS.D. DES+ON MO LAWS Be uUL71 MIG ThSt BY 0.6 IN ORmR TO LTI9EDATEHr tAD1TO STUCCO SHALL BE FERLRTTED_ 1/4'o-A"D S.S.L(AA0 S SCAcYt USED SHALL.8E 1 112'Lag TO COIJPARE THESE V/LUX(AS.D)DBSICN PRESSURE RATSASS nY01CATED ON SHEE75 S OIRU 8. .L[LY.MtAtN SHOULO.SRlCLO EXIST.AND f'AtrNA.'I0L11 FOR LVA!1S IL7TTi AV RICCQ III LX�ER TD VERIFY THAT COwvNENTS Ann ANCINRS WY THS P AER As rESrED PEKE NOT OVER SMESSOR A J.AS aE sc -B4)ONCASE mr mrASr STONE OR PREC45T l�RE7£PANELS 8c FOUND R'd TAl£E1 ZnM R'ALL.ANCHORS SHALL BE dl ALLO&f&C STRESS FOR rN,'D LOADS WAS bVL USED W THER AtiALYSM A DURATION FACTOR CO-1.60 HAS USED rOR LONG ENOUGH TO REACH THE LUW STRUCTLE.T B&WO SUCH PANELS ArsCKOR9GE_SHALL BE AS(NRCATED ON NOTES RV VE OCAT1ON OF FASTENERS AY MOOD B.7)AND a2)AMC. STORL!Pma s Aorot=Y:FDR TATPACT AND FAnca P.53TSTANCE HA4 Pnov ViJb'Fm AY ACCQ.ct'avxE won secs Y 1609.T.2 O (C)AYCHOR.S SNAIL as U15maw rOLLOATNQ ALL OF YHE RECOUDffnA ms AND ST<CtF=wNS OF THE ATICHOR'S rieF ABOVE Al£NTKT.'10D CODE AS PER AR RVVRTS Ir 0121.01-ssa.Q 0529.ci'W,_.1/f.523.01-QO.Q10 F0,512.01-03 A D KANVACTURER. JVVZ.OZ-03,AS PER&PACT 7ESTCI0 aX4VALFNT TO ASTU E-1995 ST AVRO S ASTN E 530-02 SMMM LAU(TED M NSTALIATIQNLS RT M OWD ZONES 1,2&J AS VEMVED BY ASW E-1096 STANUARD••AW JFOVI.Of-Ot PER TAS 201,202 4 2" - 7.PANELS MAY Alm EE L smuED Ho;voN7ALLY,FDLLOTA.YQ INVALLAMW MTA2s SIM71 001 S£CDONS I vfRu B(SHEET J&4 DF 2-ALL ALNJUWV SHEET LIETAL PANELS WU HAVE 5052-H32 OR J004-H34 ALLOY. 9)EXCEPr 0W7 1t%AAERs J, 4&S.smu NOT 5z. u5£A .y ALL AL1J11WtlA1 E70RiJSICkS 5 BE AUlAmum ASS DON 606J-M ALI Or.2 TEMPER UNLSSS',OFha AISE NOrM &IT SHALL BE THE RESPQVsL�22�U1'OF TF(£L'ONTTL1CTOk TO VERA7 7T1£SWNCNt'arBF THE 571iUCTUR£WHERE SJRITIER(S TO BE SICRU PANEL CBMPM0M.�TUDGED PLATE AND SNAP GIP ARE PATENT PENLTf M ArrACWED TD wSURE OIROPER ANCNOPi1GE. THfS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE BLOCK OR KOM FRALLE BLbLLYNGS . 4.ALL VeknVS TO SE 5T-AWLE55 STEEL 304 OR 3f6 AW SME5 OR CQRROWU RESISTANT CRATED CARmN SnmL AS Fig Ddi• 609M W/0lei A17.D SIRENOTH AND 9O AW TENSIIE STRENGTH&'SNAIL COMPS.Wf FLOgQm swap=cm-,sECTTOY 9. THc 7NSTALmmv CoC1TWACTOR IS TO SEAL/CALN.K'ALL SHUITFR CQLrPOYfAIT EDGES 1h1(/Cl RfMAW.LN CONRNULNIS CONTACT NOH 7N£ 24t 1.J,S4. BIXIDRIQ To PREVENT AATNDJPA'Ja INTRUSION. cu&K AND SFAI.SHUTTER TRACKS ALL ARWO FULL'LVIM A BOLTS rO BE ASUI A-307 CALVAM2EO STEEL OR A&304 S`=Rrc.s'S STAWZSS STEEL 01H J5 AV N1A4tw,YIELD STREA'r.7H. fa (a) THIS'P.E.Q.PREPARED BY THOS ENOAVEER AS GWYERIC AW DOES NOT PRLTIIDE.$kMRMA00N FOR A 517E SPECMC PROJECT;Le. MERE PT sR£COh mms OENATE TROY TI's P.ED. O ANCHORS TO WALL SNAIL PE AS MUO*V-(L Al M 00TRWXE e'OIFD) (b)CONTAACTOR TO EEC RESPONSIVE fDR MX-SELECRON, PVPDWE AND INSiALLAAON Wat4via or svm OF RDs;PRxvCr, d BASED ON ThS RED.PBOVOID i6,15HE DOES-NOT DEVIATE FROU THE COMDO67N5 DETARED ON THIS DOCUUM (A)10 CXb7L:+O POURED COI1CR7E CONSTRUCTION SAFELY AT SITE IS 1HE CONTRACTOR§RESFOASEXI7Y. - 1/4-d TAPCW ANCHORS AS MANUFACTURED BY Lri7.BU DEX. - 1/4-0 CF TAP-OOP AAk70.7S(BERTHA STUD-CON),AS MANUFACIMU BY TRU-FAST CLTPPIORA004'. (c) THIS Pr-a MU S:COAGDO"AWARO./F ALTERED BY ANY kS"a - 1/4-d.ZALUC MOLOV AAMORS AS AUHUFACTURw,BY POuv7 FAsmenn$mc. - 1/4-d r 7/0'CALK-ON ANCHORS OR ELC0 m&v&TenUa 'PAN_gAUT£-AS'LU%TACAU� (d)SIT£SPEUX PRQA£CTS SHALL or PREPARtw BY A FLOR=ftV5 ER£D ENLrvtUR OR ARC1tt7ECr wom-mu l3ECQU£TM£ BY F06EA FASWVt-RS,WC AA'D aCa CQN51R1ICTAYI PRODUCTS.RMWSCII ur ENOAEER of-RECoRO(rak)FOR PC FRQIECT AND-WHO AM E-1 RESPONDS W FOR MX PROPER USE'OF WE P.L=O. - 1/41 C a J/41 ALL po"M SOLID-SET AhV(CRS AS VWpBUTEO BY ALL PWNRS SCRE ,BOLT.&SPECIALTK CCIPA30. .SPEd�OK RECORD,R A DELEGATED A!GkV ER TO THE P.EO.'£NCa4m SMLL SUBMIT TO THIS LATTER TT1£SITE At)M"wou EUBEDL4NI wr0�mcgw O6VCRET£OF TAPCON AACMORS IS.i J/4-FOR ZWAC I1AVY-Ah'CNORs TS 1 J/Q;' (e)7HJS P.£.0.SNAIL bF.w 7N£DATE AND OR1CRidA1.SEAL ANDSICaK1r11RE OF 77Ls EROFFS5101v11 ER'G.NEER OF RECORD TNAF FOR EYCO PANDVATE ANCHORS 15 f 514-AND,FOR CF TAP-MP&hCNORS IS 1 T/4: PREPARED 1T. d t, SHLOMR"WUFACMVR'S'LABEL SNAIL BE LOCaTED'ON A RUDCY VTSTa'XE L DOY AT Slow PANEL W ACCORtL64'CE wine A.2)7/e'CALK-W ANCHORS.SJHM BE ENRRar EMEWDED WO rC POU;kV GO1041 EW NO SAIB:maror-wro ST11= SfCrM 170R9.J OF F1GQFD4,BLhXDM COD£'ONE LABEL 5T'AU BE FMC£D-MW AWRY 0A1 Mr.. 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A E D. ++ ANCHORS SPAOW W,r APPU1:A8L£W ZAVAC NOWN ANCHORS' _ �FLORIDA BUILDING CODE '(Han. Htgh Ve(octty.Hurrtcarte.Zone Zm"10AW SW SHE@?7&B.M ANCHORS TYPE&SPRavc FOR INSMAWNS INTO WOOD FRw cant?latraq mc, 0.050-BERTHA''ALUUINUM STORM PANEL; Lc raAx9L11M AA`tYfOR SPAC�K'iS,ARE vt.EID FOR 3.1/1'ED6£OLWNXE .(2.25"DEEP) A@dR1t er .86 .Ts -- -FOR£a LESS LS 3 tj2:RC OWE ANCHOR SPACING BY - tlt/a6/tT is r.aa WIVEYn�VACM s MOM av SC/REDua Br WE FOUOAWO EASTERN-METAL SUPPLY, INC auD 2 1A2' - .71 .50 - ;gp- rACTOR-(dtirt.E 0 rw&U-tN ANCHORS&£LCO C�a 1NC. 42M RMROACS A-t A- - PAN•t',L,WTE f5'2 V 3 r/P'FOR SOUD-SC7 ANCHORS): - atsr PAW arA+ a.JJ40 TH15 OPERATION To BE WW REDLICEO SPACIMS RESLILRHG FROM APPLWW AEIOYE 1RA.tY Tr57It+C!EHGIRS6RatG C01tFaVY t3dOA�(561 M9-6"M?r6611�` 1 17t6 17-03& FOR . .u..rae u .tez Iw�w euttAS a tc° ) .. 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O u o.C. ot+'aa r-�� r/4' -20 S ears o RCD(llRfD ' -rz'a 0.W/MwT wAvaz ' t•tmr+uux ' i l ALTERNATIVE 1 ALTERNATIVE 2 T tbrL 1 �^SEPARATCY I `$f1E I A71msS 7T (tonL.) ; to GLASS ; I Calf -- - _ a (2) t/4•C l . S/.f"i!S o ALTERNATIVE 10 _ CElL1NG & FLOOR MOUNTING INS TALLAWNS t7V.Tt SILO{!ADA702N OM' T/$•r J _ sruD.'2•D�.rLaE.uL� FO x�urc5 SECTIONS B sratf:Tj/iwwrlVffo"� ALTERNATIVE 9 for i t�''�t ���•� 1 •nnR-.•soap c p 9-ro J6ElYSF'- -' RPUr1 CLOSED AT �. WALL MOUNTING INSTALLATIONS Isom f " fL(k^41Gtt E Ca a�%sx �� S67 •t _* SECTIONS A sou-: r/4-. r- tor�r posrtana �PLATE - UTE OF f� NOTE FOR COAVONArnav tk SrcTIONS- SECTION 0 STUD. TYP. 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WSTALLATIONS VALID FOR PANELS a) USED JOINTLY WITH MUMMY REMOVABLE PANELS Q INSTALLATION DEWLS ON EXISTING WOOD BUILDINGS FLORIDA BUILDING CODE (Non High Velocity Nurrtoone Zonf). c7o17 fxmA ac 0.050""Bc-RTHA ALUMINUM STORM PANEL r.a. (2.25"DEEP) Mum ar: EASTERN METAL SUPPLY, INC IL E C 0 9rr�. .z6ar7. truer r6srub s arcrrrcCavc couvArm nisr aax eua+nt.ura7 17-096 eFf r:e xn fi.ns 1 tours n sett Prtrrc fs6+)1a9-et5�tAc fs6rhs�t-r7rs (SCktth-f3r0.!I l(rCS)S)1-r$lf f8-L9766719 wq(.rEF A r41.?fr.P,G -�fr•� •s - SHM rJ or 14 R0.0.Di tsc /IJd7 - f/470 IS.LAG Stv4f'N ifib 5,5.UG SCREW o a•or-wp r/2•WA --, f���,a •'L(� �. 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