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i z ••i- ; ems, 61-1$Home j Log in Ilse,Registration Hot Topics Submit Surcharge Stats&faCa Publications { f@1-Staff 1: BQS Site p LtnRs Search i BUs�rt�5 �}�� Professir�al Product Approval USER:Public User ~Q °.F ri 1 Pr�tf>,c[ r:pm;,al*•'-„_nu>5ro1.g or Ay i�.n�Fm�Ftan::'i>r;t_�.,_r'!_y!;lest> licaIion Detail 2 201 APR Fl FL389-R8 Application Type Revision PERfilllTf;IG Code Version 2014 St. Lucie COL nty, FL Application Status Approved Comments Archived i i Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley(ceasternmetal.cam , e Authorized Signature Bill Feeley I rod riguez@easternmetal,coin Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category hutters Subcategory Accordion I Compliance Method Evaluation Report from a Florida Registered Archltecl or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Recelved Florida Engineer or Architect Name who developed Walter A..T{ilit,Jr.P.E. tije Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By John W.Knezevich,PE 1::: Validation Checklist-Hardcopy Received n Certificate of Independence s{)I,_Fii!_Sk.�=_:...#_NM dyF1=-0! Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201,202,203 1994 Equivalence of Product Standards certified By i Sections from the Code ! i t Product Approval Method Method 1 Option D Date Submitted 04/29/2.015 Date Validated 04/29/2015 Date Pending FBC Approval 05/07/2015 Date Approved 06/22/2015 Stimmary of Products FL At Model,Number or Name Description r 389.1 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades ret lined by tracks Blade 3-(Non-IiVHZ)-Drwg 15- (top and bottom)for storm protection 086 l Limits of Use Installation Instructionsgg ' i Approved for use in HVHZ:No f= ?E „ 28 ti A.S.S.A_. NC:. Gt2yVG�15_OyKar7f Approved for use outside HVHZ:Yes Verified By:American Test Lab.of South F orida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Large Missile Level"D".Max span is 12'-7"for 35 psf r!-33ci Ru_ E 54. .F��I_�tC1,j_�..,...... positive ASD load and 13'-0"for 35 psf negative ASD load Created by Independent Third Party:Yes the HV3 blade w/o window blade,5'-2"For 110 psf ASD load ((( fOr HV3 blade w/o window blade and 8'-1I"for 62 psf,9'-6" E for 55 psf HV3 blade w/window blade%vorking in ! unison.Max.span for HV3 blade w/o window blade for I installations into Metal Stud walls is 79"for max.ASO pressure rating of+72,-72 and 84"for+64,-64 psf.See sheet 5 for other spans and ASD pressures. t 389.2 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades re ined by tracks i Only-(Non-HVHZ)-Orwg 15-085 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No i fL3fi f:F t A.S.S.A. Approved for use outside HVHZ:Yes Verified By:American Test Lab,pf South qonda Inc. Impact ResistseNl/� Created by Independent Third Party:Yes Design Pressur Evaluation Reports Other:Large mis "D".Max.Span is 16'-0"for 30 cf._3 .9 h"ri_.S;.e,+_',.1f..' ...F:_UI;Y^1l_i:_..Y�?,y:I •,tt.. p.s.f negative ASD load depending on centermates and Created by Independent Third Party:Yes locking rod configuration for the HVl blade,8'-0"for+64, 72 p.s.f.load for HV blade for Keystone mountings 7'-0"for +75,-75 p.s.f.for metals stud mountings and 8'-0"for 110 g p.s.f,for HVi and HV1A working In unison.See sheets 7, 11 i(ll and 20 respectively of installation drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter- Extruded aluminum Interlocking:blades reined by tracks COMBO-(Non-HVHZ)-Drwg 15-084 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No f:, __R-5 __I f........i E i_.1 4,p. Approved for use outside HVHZ:Yes Verified By:American Test La6iof South I lorida Inc. Xmpact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Large missile.Max. 16'-0"span at 30 p.s.f ASD load FL3r39 _r A.S.S.F,. tt�y�!>&.11. QR fa„i. J .till for Blade 1 and 18'-0”for Blade 2.See schedules on sheet Created by Independent Third Party:Yes 12,25 and 28 respectively Lz.:t. tr^ems Contact tis::24501 Blair Stone Road,Tallahasoee FC 32399 Phone:850-487.1!324 The State of Flonoa.s an AAlEEO empioyer,C,",o,ht 2007-2013 State of Flo•da ::Prfra<v Sta•�gment::Access,bility Statement: 13Sf 4ta1emertt tinder Florida Jaw,email addresses are public records.If you do not want your a-mail address released In response to a pub 4-records req`st,do not send electronic ,pail to this entity,instead,contact the office by phone or by traditional mail.If you have any questions,please contact 650.487.1395.-Pt rsdant to Seaton 455.22275 41I,Ficrida Statutes,effective October 1.2012,licensees licensed under Chapter 45S,F.S.must provide the Department with an email adc ress if they have one.The enacts provided may be used for official communication:vitt;the licensee.However email addresses are public record.If you¬ wish uppiv a personal addres, please provide the Department with an email address vrhich can be made available to the public.To determine if you are a Il�ensee under Cttapter 455,F.S.,please click here. Product ApprovvallAAccepts- Im credit card safe II , GENEML NOTES: 1,FIVID1A N,V,ACCORLNON SHUTTER SYS•n3f£d(OWH ON THIS PRODUGT LYAIIMSION OOCUUE7IP .KOJI RAS BEEN VERIFIED FOR COLIPLIAIC£IN ACCORTANCE PATH flit 2014 (5N EDRIDN)OF DIC FLORIDA _...-...._......-..--.._.- ......-..._ BUILDNG CODE.THIS ACCORDION SHUTTER Sr5TEM S14UL HOT RNST/JJ.£A AT MCN IPJRFBCNQ 20N�w c 0M"WAD LOADS SHALL A1C DF-7MMED AS PER SECTION 1620 OF INC AWA MENIMEO CODE,FOR A(;ASIC WINO SPEES)REQUIRED BY THE JURSMION WHW SHUTTER WILL TABLE OF CONTENTS FIE INSTALLED WITH A 6nECTNOHALRY FACTOR M-GAS.USING ASCE 7-10 ANO SNNL HOT EMCEED THE MA)(WUM(/t.S.D,)OMOH PRS RE RATINGS INDICATED UN SHEETS 1J TNR()16. 19&20, IN ORDER TO VmFY THE ABOVE CONDITION.ULT"TE DESIGN WIND LOADS OLIETIMINED PER ASCE 7-10 SH&L BE FIRST REDCAXD' AS.. .. '°"""• ""'� BY MIA.THING THEM ITY O.6 IN ORDER TO COWARE THESE W/UA)L(ALS,0)DESIGN PRESSURE RATIM3 INDIC TI D ON%RX S 11 MRV 15. 19 If;20. (FNFRAL NOTES S1fEET 1 W ORO£R TO VERIFY THAT COMPORMS MIO ANCHORS ON THIS P.t:.U.•AS T07ETI.WERE NOT(MER STRUM, .ASIS X I LLACASE M ALLOWAIIA STRESS FOR WIND LOADS WAS MIZ USED IN THEIR SYSTF31 COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVE)k A WIND DURATION FACTOR CO-1.60 WAS USED FOR VERIFICATION OF T'ASIENERS IN WWW, SYSTEM COMPONENTS 21 T7 SHEET 3 . .... .,,.. BERTHA:H,Y.:AGOQR090NSHNESER-$YS7EN'S A11E04MGY.iOR-.WND..AT40,.L1HCE:INISSBr<.1LN.!CT,lDlD FNS.ftENYETNIFTFD.,IN,ACCORLWUIC„E,.WDLJ.SkSIi(QN.1WO8.1,?.QT.111E..1LL1.U1t ,MP+iT9JEfd ,T'o,0EPER _A$ . ... .. ATL NEPQRiS: .. - TY1nfY�-BHUTTLQS-A559ABLY..Dom-:.:.. .._..,,....SHE6t--4•-- . TYPIM WINDOW BLADE&WINDOW DERAIL -HY RADE(D 10214.0t-03.(0715.41-(13,flO06.01-09.11214.01-05.10317.02--04.106M,01-10 AND 16210.01-11 AS PER TAS-201,TAS-702 MU TAS-203 PROTOCOLS AND ASM F-1886, N a 7c FIV%=n AND LTV Y(I>hWW S1 ATE 1% AND E-1906 STANDARDS(M155R.E LEVEL.D.W840 ZONCS 1.2 At 3)h 1t27D.O1-10 A5 PER TAS 201.20.1&203 PROTOCOLS LARGE MISSILE {1jHER PFA I J1,A1 El -ttV WINDOW SLAVE QN/05OS.01-08 AS PER ASTM E-1686 AND E,1096(A16SOE LLNEE D.WIND ZONES 1,&3)LNS.0 PRUTECIWN ONLY AND/7720.01--80 AS PEA TAS 202 PRORAAL. TYPICAL SHUTTER ET,EVATION d:NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A,-F.CONCP.F:TE/LAACK Skim 0 2,W WIADE(0AND HV WINDOW BLADE tq ARE ENGNEE'RED TO WORK N UNISON W@H EACH OTHER UNDER THE 004ERAL I.4I4TARONS AND CONDITIONS Of USE INDICATED ON SHEET 19 INSTALLATION DETYLS C-M.CONCREWSLOCK SHEET 7 3.BEREIIA H.V.ACCORDION PNS(Mr SCREWS).USED At MADE3 KNUCKLE AND FOIR DIRECT MOUNT CONNECTION 70 TITACK3 SHALL DE/14A2.70'AND 11441.75'RLuPWIVELY,410-I(f 111)NM13H sm a CENTERRA E ALTERNDETAILSATING HY SHEET B STAIB.ESS STEEL SCREWS WIN 135.0 kal'IIaD"TRENCH AND 180 kat TIE11591.E STRENGTH.PINS SENLL BE COATED MDI DfftWU W DACROSHE D C-OA71NO SYSTEM AS MMNUFAGTuREU BT APPROVK� CENTERAtATf ALTFANATNG 6ETAILS}N ST1EfT'a COATING APPLICATORS.REG19TERCD WITH AMERICAN VAITTHR SYSTDC AS.•9(ICLATI(N.PINS"I BENT THE W LNNISIC OI THEIR KID. EV) '4.ML A1144HUM F.XTALWON5%WJ-BE AL(IVINUM ASSOCIATION:ALLOY AM TILPER AS Nm-ATED ON 514,,1.2 AND 3.mmmoM YIELD SIREM;H FOR 8063-T6 ALLOY IS 30.0 ksi AID 39.7 kW FOR WJU VIM SPAN 7 UL•T.Nd4, I-6.CONCRETEfE1LOCK Slim21.�11 COOS-TS ALLOY. ANOMUM SPAN TABIGS SHEET 1T ANt?IOR 5N,'HEOUI.E- CONCRt:TE h 9LDCK 5NEf.T 12 5.ALL SCREWS TO ISE a"IA0913S STEEL.304 OR.516 AISI SM..S OR CORROSION RESISTANT COALED CARGON SIM.AS PER Dill 50016 WIR1 W keI LEN.YIELD SIRENGOI AND 90 W UK'(ENSILE STRENUDS, ANCHOR SCHEDULE- CONCRETE&SLOCK SHEET 1.3 AND SFWU.COMPLY W/FLORIDA BL MIO CODE SCMION 2411.3.3.4. ANCHOR.SCHEDULE-CONCRETE&BLOCK SHEET 14 8,DOLTS TO BE ASTM A-;107 GALVANIZED STEEL.OR ALN!304 OR 316 SERIES'rAINLESS STEEL W314:SS kJ 11111=9 YrID STRENGTH, ANCHOR SCHEDULE-WOOD SHEET 15 7,SEE THE.1'01.1.OWI40 SHEETS FOR ANCHOR SPEGFICArONS:W BLADE(D; 12.1_1,14.15 AID 7.0 INSTALLATION f.FTARS M-H,WOOD SHCE'I' 16 W BLADE' D k(,+ YYJRNCJBT IN UNISON: 12.13&19 iNSTALIATION DETAILS S-X.WOOD SHEET 1.7 ETD COYNECTION CX--TAILS 7-12 A X,WOO" SHEET' 18 H.THIS BERTHA N.Y.ACCORDION$14U1'7FA VSTLH BEARS A U.S.PATENT 16'779,58'L COMPONT.t1TS O•THIS APPROVAL.ARE COERED.IN'AHOLD:OR IN PARE 9Y U.S.PATENT 19'458.119 I&MCD TO'ASTERN 110AL SUPPLY,I.W. S.it SHALL UK.IK-RL"SPQNSIBILITY OF TEE CONTRACTOR TO VERIFY THF.SOUNOiNfSLi OF THF.SIRUCTURE WHERE SHUTTER IS TO LLE ATIAC,',ED TO 04SURE PROPFIR ANOORAGF,-CONTRACTOR TO STAL./G.LI4.K ONLY All SHUTTER COMPONENT CODES:WFII041 REMAIN,TKIAI MSTTN(NO 1N CONTINUOUS CONTACT WITH TILE 19)[101W,TO PRCVENT W(NO/'LUN IDRLLSI N, IAPLCAL SHUTTER EL.EVATO N SHEET Ta t0,EACH UNIT MUST NEM P£RWI ND49 (ABEL IN A V151BIS KAM WITH WARNING NOTE:D)FWIr PERIODS OF HwwIC'&4JE WARN NG5 NOME OWNER,IEMIW.OR OlItars,MUST PROPERLY CLOSE ALL.6V ARU HD II AREA VMNbOW BLADE A-LQ v CENTEfLV3ES AND ERCAGC OR LOCK ALL IN AND HD LOCKS. 4 - ,0.LtSU]LL j 11.SHUTTER IIAMPACTURERS(ABEL'-:HALL BE LOCATED ON A READILY Y(STOLE LOCAMN AT ACCORDION SHUTTER N ACCUROA:G£WITH SECTION 1710.0.3 OF FLORIDA UUJI.DING CODE.ONE LA!XL`SHALL BE INSTALLATION 4F.TALS, MLIAL STUD WAL i SHEET 20 PLACED FOR EVER(OPEMNO.IABETJNC TO COWtV WITH SECTION 1710.6.2 OT TIM FLORIDA SUI DNO OWE. -,.- - ----- .•�. 12.9ERIHA H.V.ACCORDION SHUTTER SYSTEM'S Il6-ALIAT1DN SHALL COMPLY WINS SPECS INDICATED N'TH5 DRAWING PLUS ANY BUILDING AND TUN(N:FiCrULA1109S PROYfOED eY DIC JURISDICTION W'.IER£ TI PAW IS APPLED T0. '13.(n)THIS 1`40, PREPARED BY THIS VICNEPR IS CEINERIC AND DOES NOT PROVOC WTOPW'nDN FOR A SITE SPECIFIC PRO,"T,L..WHEW.?SIE,WC CONDITIONS DEVIATE FT"THE P.E& (5)CONRLtCfOR TO D£RESPONNBLL FOR THE-A-UCTION,PMCHASE ANI)INSWALLATIGN W"IDDNO UFE SAFETY OF THIS PRODUCT,BASED ON TRILL P.E,D..PROVIDED HE/SHC DOES NOT DEVIATE FROM IRIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMEFR.WNSERU TION SAFETY AT SNE IS THIO W TT=IOR•S I�PONWIUTY. - OBTAIN PERMIT.3 IN THE. STATF. OF FLORIDA (c)TH}S P.CD.WILL.RE CAWIMOEM tENAID IF ALTERED HY ANY MEMS. (d)SITE SPECUIC PROJECTS SHALL TSE F4IEPARw DY A FlwmaA RCGISTERF]O FMWETR OR ARMTECT WHICH AMU,SEC0M0:THE ENGINEER OF RECORD(F..O.R,) FCR THS. PROJECT AND VIO WILL FEE IRAs"-•'POer;L9lE FOR THE PROPER USE 0i THE P.17-0.E,XXNgkR OF RI-KO D,AC7W0 A;A DaEGATED ENGINEER TO THE REAL E3iCINEER SHALL SLSW TO LHC;I.AlYIER THE SITE SPE RC DFAWiNOS,F(X! fti41EW. (r.)ORKAUAL P,'0.SHALL BEAR THE CAR::AND ORICIML SEAL AND SICNNA?URE OF THE F'•ROFES5104AL ENOINEER Gr RECORD THAT PREPARED I, FLORIDA BUILDING CODE Nan Hip Vafociw Rwricone Zcrlc" y`,.A\P�•�f-F,A.� 7 3,T 2015 M-STERN METAL SUPPLY.IN1, ___._ - V ASSAIL 1 Yf s% 1��1I��Mr - �M __.... .. .._.._ s-� -- - ---' -f■ - -- --- ---. _ _ - --- AccQrdian..Shut�.�r.S_y. m- . . 6 E(v a"#1 H/CR W/o Kv.WNL7CINR MAX v: ' P9,kr = Americon Shutter Systems Descmela wTF mvs;OY: N�L,v �3•, 47+rEOF a TILLIT TESTING&ENGINEERING COMPANY A3soclaftn, Inc. 1 O,0 rt-Ia2 4/13/15 wet i!T379y- ' O•. ILL 6=R.W.Mul.-A,n..um wma4.r,-aflrk6.7101w,M. .... -eta: Prlvm:(3055!1-1`:30.Fm:(305)671 1:JI a26S Wc,Aronds Drivc DRAWING No �, .$'•' S e-n,c0:tiMcooRd.zr.I west 11c:m E32r.I:�, Fi.. 5:54()7 1 A�L Etk�'�a` 1701.11 A ITEASTLa.AX - �.�!-a$J 4 ,7Nn4 %% .... r F1:YiKV.:.;c.)41167 9 SHEET* P� �LAIT'S`S��Ui2E/OAfr,. "a "- 1 OF 20 i 3'.fPT Lt3RON waL't'�� . VAFtlES 1'^� '5}y W/180' STARTER w«.,•...�...._. N C .,..(�:.t... U.S PAT OUAl11�E0 FOR 11SE W/ rM flt.AllE(LJ �W +•[`d•}� .:.�.—...p.�..T•...:.� •.•'p_..,, HV BLADE .. .. c8005-T5 ALLOY A.1CMPER �.•:/QUALIFIED FUR U E�HV 6063--TB ALLOY AND TrMFER -SEE,L!MfTA110NS 01'USE OF BLADE GN SHEET 19I7d• BOd3::.T6-pCCOY'"AAD'7C'M1'ER .. . ...::... ,x"35...:.. S ._ .... _.... •. ... . . ax a ...._._._.... ...._... to I 4y::. .-.. --_ _, 0 . 7�HV ACJ. A LIP _. QunURED FOR I. W/ Hv 18 t{�( WALK—AVER TRACK {� _ — E3LADE(� } TRACK _�....... xss• y ,_` 6 HV ADJ. FLOOR TRACK 5 OUALIFIEO FOR USE W/14V (9i ELY Ttf.Nly}l _..............:.}4:..._....._....,l c ER SLADE(1 OUALIr ED FOR USE W/ FIV IN(iU tTUAIJFIED FOR USF. W 6065=10 ALIO!AAD FEMP04 BlA[k',;1j ONLY. ��� iM��AM 0063-16 ALLOT'AND TEMPER QUALiF1EC7 FOR 114E W/ IN E063--TO ALLOY A D TCUPV? _v vnR1E•.; t 1)+_7 --..:L4'�p'._" ((''y . :• _ .,—.—T VAMES ,.L'V 4065 TB ALLOY nTJiO TEMPER ES .J,_.(HTS• .OR,T" ^t �.IXt3' _QD?� .__ '__. _,_.........._... ...._ r /pf1` - m .125' i c . q) Uiil�•,,,• •493• AW a-121 11 1I J� -.W ._._..._352.9.'......-...-: ..... ...___... ( 1l HV CEtL1L HEADER (1 HV HEADER/SILL �� L13�1i� �iEi(,ING AD 51Lt OIYXLIFIED FOR USE W/ VP! ©iJ+DL5�7 ON(.Y, 4VALiF1[6(63-'T5SALLOI AN lloWPER'-'OtJI,Y `-'U.auF•I[a ro(z Ustc W/w BLADE(!) � = HD WALL HEADE S11.L SEE: SECTIONS FOR VAIJOITY' SEE SEGTIONS FOR VAUOITY. OUALtREG FAR USE W/ W 6063-t6 ALLOY AND TF.MPrR 9083-f6 ALLOY AND TEMPER 6063...T6 ALLOv ANO 1r:M^ER COMPONLNf A a TY T2 �' l =y L Illlll . 2• �D•tGtX. 1/y 1/tY S- ' .3'—ic 09o• _.. _T....._..__ —......._-...._ _.. ':� z• 5•MAx, 0.192• D.IR:• _...__a ...J N� SIDE ANG E ............._.. ....._..._.._.._._: ..........._...._I ........ r .............._.... .---_. ,-� C�ftIY�easrs &iia..lrlro Fop. USE, W IN AL41!lILHUM ANGLES i. ; 2.3 I"M:1A. 0.1w. D.190' / '�' + VI LIFIED FOR USE Wj I-IV FIAVE0 QUALIFIED o USE W/}'V —� CLA,OE. a 608,1-1¢AL.LOY AND 12.1JPE'R BLAME',1j j5•ONLY: j 3 2« MAK•'0.139• 1).131' »063'-T6 ALLOY AN0 t::MPY.R 6'J63-15 AU.6Y AND TEMPER PLORMA UUILUINO CODE(Non High Velocity Hurricane zorle .. ....._. TIC jjt`'�,i,� 0 2015 FAS11ft nAL SDMY_.M. .... . ..... S _...ACG0"d10I.S �toTSystem D 0 ._. KY.EVADE X11 W/OR W/O RV.WNWW RAE *; ENGINEERING QM/. ^•/'• TILUT TESTING & NEERING COMPANY American Shutter' Systemsneaea�'Iron.•� DATE s�RixYr er: u,� STATE dF ¢x Assoclatlon, Inc_ ' otn I i—is+z _Oc,V.'sWE, 1/1`3%15 4i$ aes>rx,anu.;t...tr_3oq NnairtA oJ+ •n«au xn 42.68 Wen(fouds Drive _ ¢ mno:fso6)ert-1550.ra:(oSlart-tSTt _____......._....._ _ 01z.+WING No o-�4a:,Ttwwa te«o Wets. Paim 8L2,3d, FL 3310", (_ —— '' __...._ 15-085 14TM A.'tIfMR Jr.PC. 5 FIDWA Ila 9 Hte1 _ 'SHEGT .. .. P.E. {lr[t�6iWidElt�t RE/DAT( — '-- 2 OF 20 AUM 1. ��• 7 1 �. • °"•k. 1. FN LOCK i Ot' �SNALL DE U5t7S AT 1/2 OF'SHUTTER SPAN FOR ANY SPAN ....,.....,.. 1 I OR 12'ABOVE OR Bq,�OW 2 SHITITER SPAN t`OR SPANS VP TO 105'.AND FOR DJST TroI AT ANY " ELEVATRTN.W LOCK¢�ar MkY USED A5 AN InDE'OR OUTSIDE LOCK,AllI+CHED OR nn """" -S'"!f/(22��''1•�Tf-89•x-F 7�F&J.A•S..�i.-Yw�"..t,OCADON.GES.LGLSf..S:lStf.., 'n"A.A .l�w! . i S,�mt4,ja. TYPiGI:SHUTTER2. •iF OE51 A SAN N.;lDER ORRrrM Each TM PCf CT45•7 G T ERSI.J . « L OR Y OF l O EN MA BE AS(NOICATF31 NOTE(I)ABOVE 'OF'LOC ^STJALI'.6E•. rO(DIOATED,OJJ-rtMAL St.1Ul'fER.iiVATION,.. N8'^yM_ �l LOCKFNC R S(S ARE NOT RWUIM AT-,IiURRICANE POSITION.BUT A4�Y IF'OUi1RED TO E SHL,RTER PERFORMANCE LOCKING RODS 4 OR AN ALTERNATIVE DEVICE MAY ALSO HE USED AT STAAKING POSITION i,(NON HURRICANE POS,TPON). • I I� 4, CNE HV LOCK Syq p[k`�SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS AT 't.tTiATION.HV LOCK{2,4 er ..o SHAD.DNG E USED AS M OUf510E OR MCC LOCK. !i I ATDSCNED TO 6)CORNER CCNFEAMATE W/(2) 1/t'a-xD r 1/2'LOiW READ S,S,M.S. TWOCIONJ p LORODS C� AT TOP&BOTTOM SHALL BE USED,LOC.ARON OF LULL SHN.L BE AS 00WED ON TYPICAL SHUTTER ELEVATION. ' MASDMUM SHUTTER±PAN SHALT.DE CETERMRIM AS PER SCHEDULES'SOWN Ott SHEEP lz ' h f SN . .... ....._.�.�,./ ....... ..,„.. S_ssi'q I 3{ ONE ALTsmflmd ERNATE NV LS%.'K MAY BE !' 11-71... _..... .. T'h ` V. INSY TKTNS MANY rLCVA1TON.AL TE LACK Q`�M Y f1E0USED FS AN' pDE OR OUTEIOE'LOCK.ATTACHMENT" 1r I At 3FFFII OF Tj4'0-?.023f4•S.S,THUMCSCREW TO 0$OR$ CEMERHATE3 WALL BE MADE IV/1/>J 0-.2023/4 ALUM. RNMIA AS SHOW ON sEC110N INF,SHEET 8, ONE LOCK SHALL.BE USED AT 1/2 OF ,HUrTER SPAN OR TWO LOCKS AT 1/3 OF SHUnUk SPAN. I ( i ! 6•MAQNMDkTomwy"ZmyONE.hY U1CK¢�or or(t§SHALL.BE I i USER AT 1/2 OF SHUiTETZ SPAN FOR ANY SPAN OR 12'ARM DR BELON 10 OF SHUTTER SPAN FOR SPANS Ua -^---±- ` TO W.AND FOR INSTALLATIONS AT ANY ELEVATION. W LOCK kf or� or Q,§MAY DE 1)SE'D AS AN INSIDE OR OUTSIDE LOCK,ATTACHED 10x S, or sYMMGfRCAt.,CENTERMATE'.T W 2 T 6--10 7 e LONG FLAT rim S CON E C ...� M.S.LOCATION Or"LCC K Sltl.BE AS INOLCATED ON TYPICAL.SHUTTER LI.EVAILON, USL�OF I.00KING ROD'S 0 W/�3 S z o i v 4 o v w r 1 OR�,A TOP AND HOTTOM IS WU-LETLLY MANDATUR1'. SWETS 10 of , ._.^. _..., ......_ . -_..,....,..,.... iHEE'.I(HIT, »L Ftt ; *.NOTES aNy xT" xs nNb c ,�Il BhiAT€rt` OT"CORNIER 1. .....,.-....,_._...__._..,.,._..._. ...._ .. .._...... .._... ......-.,.. CLPITERMATf' 1 .1.- �,- /^� MAY 8E IGpCK T3 UJ LIEU OF 47V LOCKS 2 OR�11;roR ANY S..^MOMAN AND ONE/V"NATF.AY •T I,DGK °4 6!44- 1 1 ALUTION AT ANY ELEVATION.AL TE LOCK ,�YAY E1E USED AS AN INSIOCCR CUI"WE LDCK,ATTAC}1MENT �• c^'� ; DF LACK'(ft•}tNCL.UDES USirk;REINFORCING A AS SHOWN ON SF.CIM HV.,SHEET S,LtTi'CH MUST BE •1! )°A T•��.,-3Y,'• .�f•f '—^`•....... CTO CENT6RMAITS , AND S�W/ 1/4"d-0 W 1 112'LONG SS THDFADEU DOLT W/7/8"0 x 3/32 &1 /7,)•�i reg& 1 l� WtNGHUT ON:IT/ 1/6't^2t T'5.S.M.S. NtO A 'fQ-ox 5/5-RNNUt. CK MAY PC INSFAL.ED AT MIDSPAN OR 12" �...!'4 1,. l.. �.7i'Q�• NNSIMUM Af;<TJE ANp FIELCJ'YI MIDSPAN.L'4.OF TWO LOCKING RODS 0 TCP AND BOILIM 15 VAM ATOW. I. 'wTS-11 .�54.,,CF IA�_c ,1 0. S:GINE ALTERNATE RD LOCK(l MAYBE USED IN Utli of- TYPICAL L"t 1 NV BLADE SHUTTER ELEVATIC}N HV L4C1SS(�; UR��TCR ANC SPAN ArJD LNSTAJLATlON At ANY ELEVAlKW ALIERLArE!�COCK T�MAY RE USM AS MJ INSIDE OR OMSK- LACK,A1TA4*WCKT OC HIT LOCK S` TO5" IS W/3 0 r 3/6'F.H. S.S,M5-AND WOUIOES RETNFORC'EMfwr iw RT 4i.,V AS,jwm ON SEcRON$HOC-TND AND ROC-IwC,SRVET TO.TACK MAY BE INSTA LED AT MOSAAN Oft 12•LWUWVM OF.LOW OR ABOVE MOSPAN,USF..OF I.00KHKs ROCS 0 M OOWLETOY OPiDNrL- F'LORI nIgh _elocfty urriTO REMT[ t SUP INC. 7(i BES �. _ t Accor1 ill .. ■ .. ■. w... !i 6[AgEt{� 011 Uyfitll Ac h tfi v cr��w/o rtv vn EilILE Amertaon Shutter S)rslams wscvrnw arae CRan HY,�ru' STATE�F TEUI TESTING & ENGINEERING COMPANY _. t�= bA5 N.t.Xaz,*.T..3m.VYr.W OM'vow.ft.OMA..ul A9aoG10tian, inc. OLD T I•-L92 aft3N5 uz[ tj13 TS ,'' tow, .•" ^ ^:(.,"ljv,•M-0.F,f:(.awl-1x31 6268 Wustroads Dr;va o 1'a+ ""'"`^': a n6'+� West POim {7r.<zch. +"L _4:idii7 s LIRAWING N0 ONAl r01�1��` W LMR A4tx'i Lgw.at. f Jr^_08J rrrrAr L" fiv'R& ,/A Lx. 14367 RF $Hr5 OF � ?k'. ,iEAt.iIf FtS� /`DATE POUCON K-tVRE?C. .•-C(1NCW:IE 1.,5CHORS OR CONCNF.'Tf.'kX.11)tX 7 POUR __.�. PONCR SSE[SCJEi1kxF off GOHCREIF.' t.'9iS �...kAC•P.2 /fit` CONCTICfC .ANCK{:rE.- SHECT 1.3 [tif EM ANEE) . 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IN AUAtION SHUTTER D S ^LL Vit`L-•PUO UN&110 4JM ALLOWAEILE SPAN IS FA(1N,TO THE JCI UR LES I6'•-V" la'-D' 1&'•-0` IC-D JO 18'-U' tO'-0' 3O 18� INST'AttkflONS INYO typOU S1W.l Dl UM1i F.D TO ......�......._................__....._...........__...._.._..._... .»_.._.-.. ............•._.,........._......,._......______". tN(rJ SPAN BFNYTEET 1.s. AND ..,.._..__.•..._-_. _....-_._ OS 1d.AS.O.DECix:N 6'RE55URF.tLlT!NG. }IJIIIMYffi DE'fF3tM � 1 •l- 35 T4'-t0' td'-•10" 15'-2' t6'-O' 35 14'-10" 14'•-10" 3D L5'-2` IU'-1G` ...-._...... ._... ......__...__._.. _.__......... ..............._....- »..,.,..... FOR .__._......... . ....._.�,,. ._............__..._.. 40 tJ'-•tU' LS'-10' 14'^•2` IS'-2' 40 1J'-MI• 13'-IIF" 40 t4'-2" t '-2' (3}F4ttN:EOURE:111 pLTLRMIN• .._._ ._.........._.... _....._,..................._... ._.._...__.. -..-"L .._.._...._...._.. ....,._.�.... M(1UNTNt,S 49 13'•-1" 13'-1` IS•-4` 14'-•5' a;l t3'-•f• 53'-d' 1S !3'-i• N' 't 1N OOPNFA CENIt:RMATE#3 4ky BE:USFD AT W.1. 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SPECW N. _ - - - 14 t2 10 9 7 !b 4 - 14 tT 9 ,7 Ib ! - COMPANY Oft ANY OTFi{Ut MI'R'OVEO UCL}75E0 ON AiJ01ORC!ED VENOUq rtCCr'iCRCO WIM 1110 AMF.R7CIUI SW11TfR STSTEMS AS.C;Y•1A11txI.INC. TY t{..-1t 85 ib .._ ........ .,. __.,.. ....._... ..-...........A..... H._0.t4 i2 10 6 8,5 - t4 12 10 D e 8 + - 1t l'2 79 D 0.5 S A� NOTES,_-.-... _....___.,_.. .._., -10 ._6-._._.. ..........-___..» 14 IZ D.5 7 ir.b 3 - •• 11 ,2 8 2.S 9S n 5 / S,;,_ B.1)M.VIwom EVERTJAIEIA MTO collmltt£OLOCK or T.Pcou.01.UE IN,Wt CAT`ANCIK1R;i AND TFPPEt+ .WC11Nt5 K 1 1/4•AND TMCMJ -� 14 f2 99 7.9 0 - it• T2 9,ti e�"ea 5 - 74 12 a' '•a d3 4 - - ' 11 0.4 0A• D J.5 - -• - 11 12 10 D etO 0 - -� l+ 12 8 8.0 5 a - - MiM AWk7tLEO TNRfiWrORlA IEf71NDI.O41'AM2tOR5� 1'. __....__..._...,._. __._._...... ... 14 t2 10 9 R _ - f - 9,-0 li'f 7,5 7d.e....�......�.'•'. 4 t2 fU 9 7JT$1 - - tf a •d.5 7 9! 'T_--.. lit)MNl@.ItiM F110YY7MENT OF 7�JL4'f x JI4•P:l PDIn(r5 N0-203ST AMA04YS SOM BE:r,0 AH.Y Ek© DED Iti70 r!0.NUUM:TE d.O(•'K.NO ....,..... W .-.. Db 5 .i _fifi'iY �B'.'a3 1/1.0-2U 5.5 k61LT10tE SCPEW W..[;O GULF. ::i 1/Y LONG wMUVM 514UtItLt Sr'J[YA .. .. ...__. ,w........................_.........._....... ..._.__ F.MBC77AIE1R O1tU StT.'GCA ILL fff.PEfO/ItTET7. _ 14 12• D d3 {.S' _ - 1�: i4"If;5 T D9 4 - 14 70.9 7 5.5 8 [7"^� - EpSO,APIA I'M7NI.YUM rUx MALS WTIH NO 9'IIN:GE). - tS 8.51 BS 1 - - - - �� 12 D 7 8 ab - - 14 ff 5.5 4.8 :L5 - lO•,_D• ./4 ,12 I 10 9 7,ti - - - 74 11 f0 D'D.!. U•-" 11-`i2 x 8 5 9 - - 0.6)IN CASE 1AN7 PRETAST PkECAST CO7ICRC:iE PNlLLRS 5.PAYEOR ANY YR.tEI1 BE 1'OtRVO CTA THE E775TiND 1Y.O.L OR i1.CIf)72. t4 fas 7 S Sb -- ..Iy 95 ie S ,aS - - is .i..._3...- - AN"..1pRS SHALL DE EON'..ENOtItlY IU REACH THE MALv ST7DA'Tt)RE BLNNO SAID NMA,FINb7+I'S.ANCIWW7E SHALL BE AS INDICATED ON N It 75 SS�-- - - 14 119 9 6 b!{ - ... .25 9.r D 5. �...�. NOTES D.t)@ 0.2)ABOVE.FOR W-TA ON VRM.SIDING OR fJOS WITH OR WM401/T/JEr SIL09 CONSULT IS fNGBdEE)1. -• - i- 14 '12 8 8.5 Sb 4 - 13 tU U..S'8 a S - - FOR INSTAUA(1ON INTO EIFS**I W.w,sTUOS WE SiIFJT 24. 71,-D• 14 12 16 - - - -'T'- ja /2 9 7 8'tI+S - - fa 1U.5 1 5.5 .4-1 I.y5 •• 216 9A 9 - - - - » f2 0 .lI -'....=. ... ..... C ANCrIClRS SI W.I.BE INSTALLED FULYK78010 ALL OF 7}IE R£COMLIE7JWT70NS AND SPT.COTGTlQH5 OF THE AN lUNtiFAC7UITF.A. U.10 7' •. - .• ... - 7410. 7»'2' 13i-..•,- 'C II.S 0.5 .5.6 :193.)7-.. , _"..:..'_. _ ... 14 11.7 r 7.5 0 6 1,,:-„ '72 0 -A- 12-0, M. SEC SCHEDULE E..t)R FOR EOOG fMSTAAC4(f-ll.) rEOt5A1S aPACINC ._._..._...._._._.. . _....__ ..___. ._..__.... 12 ., TI f2 16 - - _ - i'4..i7.,.ri ps 5.5_.. _;.i 13` u.s 'a...i_-..i.'.- 0 EDGE DISTANCE!, VERSUS 5PASrN(1$r jER1JLE._.fS1H..Atl.GktU3S1•RElAT%INtiWP Ft'7t ANCNC ;.3 471 4.5 - ._ ... - ... 11 8 0.9 / Sfi ^- 0-8 :f - _ _ - M.NI! ANO e x f)wy S ItMAIED Nr•.LC/i.FOR T-0.W.;S TIM TTS 4VMTTD,RLDUCI:ANDICR 5PA:94G ._._..... ._....___.__5 .._• �_. _ 0.516.5 I.._._.__._... ................... L 9S_8 •- - - 14 9S 6.3 S 4 _ 1- 6 T`S•'1• ••'- -• RE OI;,THSPAC J5Y'OWA MUS ON CTTODUl£BY TK COLiIJ%JI r MINA5.. g 5 _ _ -. •. _. - t4�0. 4.5 •• _ -- ti d.5 5.5 4.!J. -_ - - RETAN]TS SPN7'ii,fNT!NN[Tf LlS1MC FACTOR T9Wt.7,NiI t1f LF:'kS)M).V YlNiwllw S7'!V:7N9 alOh:tirl'U iVF7 Ef#1 RiLHtYI TYfE. _.' _'I""" _.J_...,........... _ tI-0� Ob Y - 10 113 7.G'6 S 72 0..-0 4_A !...- � FArT .._....._ _�....':...__._ _. aa.._...__. _r.o ss..` �� TAY*PER ► a.•,._ 2A 8.! - .• - _ ._ 12' '9' 6 .4b 4 9i ! 5 i - EOCE iAPCOPI L POINT S'OOUG SET BLUE TAP W/CJy_......._._..___"._._."..................._ ._..L _ TN�DRN TECCHNOILOGY '� _ M1N 3PActfso 8 !3 9.S F35 5 - 05 7•S 5 4 - - - HIV OR UICTAr" -• '1- f 4'•-4'.t4 iT _.-. .-... 1, DA..7..g;5--- 71_.BS i.0�b - Fes. MM.VACWj _ M'N.WAC340 :f' MR SPAEttfO-_7 7/1" k9t1.SPACING-S' J_J/4__- - -g 7 w5 S-5 -..__.. ! 'S•5.ti,.J..._ _ _ wCOFwRET AY Ppt✓O U71Di7: Ov4C;`%T BALL A POlAiftl COPI(�'IF:�F0UTITI)COCIETE COMIE RCD' 19 D .. ':.:.. _-:.L- 7t D 58%5 - - - 9 ti I.3'= - -^ WL CR+J 1/t-'Wl.ED 2 1/Y' CONT WN.III.= CONCHE'1E BLOCK iB M.3 1tt' EDt.2 1/a• =. .:........:: iJ6,9 ss'- .._. ... G. :B'... In, oft 0 ikfta ': BLAlOE WORKING 1 5,_O. 74 - - _S IiV.E1 I_.,.._LO..,_... _.._"..�'•J.......... 1_U S O,fH 1.0 ?.t/t_..... ..... ..12D7__.�.._..__7.0 .. ._ = 1N UNISON �1` - ......._ a.7t _ ... _..__. 0,6t .. _ 1.4 DS UA - - 2E. 9Y•4I - - - - ..____.._.___.___- . 0.43 F!O1 BU.DN{; C�UE{O.Bi... .. Mort High elocity Hunirane Zona �a�,, Qp•,Tlt(tt-�. __ R 2075 7;A59ERN MfTN.5LIxpu.In. GE NV;-- Accordion Shutter System. _ ILIE Co a _ I N t .. .._ t .. ., _. `T SLAM W HV. . E1.AM .. = Amefton Shu"ar Systems µ scawrox �a'. M •Ir TSLLIT TESTING& ENGINEERING COMPANY •-'•• "- ' 7- Suit :4u AssocAation. Inc yt qua 11-`Da ?//�lts`v^rt, a1i3)Is' w �• SNS ns.SGtx,st_::m.9t.WiQV4a OMK!I5,qfx��31w _ _._,__...1_._.__..... __. ._.._..... 42%.8 Ws:;G Dods !)five _...__.......... - ' OP � ` PN«'o (3o5)dn-•1520.aur:(.u�9)DT 1...15:: i1RANlING Na ' Q•'-.•, _` a 4-mo:,:w4coevm.com W07t PO;rr leach, FL 334!)% s o,�FpSlON Al�4LV IYN.ILR h T..Uf J71"r,P C -..»....... __ 15-085. -Iqp Yj1 ruRaA Ve P a+t67 _g__t..�-__......_..._�_..__ ..._.__..�.;SHEET �}Z�JATURr/i)1\H a 13 OF 20 �:7-'s•;;yF':^^>r:.r(J SCIs Home i Log In User Registration' Hot Top as Submit Surcharge Stats&Farts Nbhcaticns FPC Staff ftc7s Site r ap tmis I Search BusiOnes ProfeS.S� real Product Approval J}{ USE•0.:Public User 3 �rM7uiL _ �•esi.R9^nY `:.?> lication Detail k' w FL# FL11968-R3 Application Type Revision Code Version 2014 Application Status proved Comment's Archived Product Manufacturer Eastern Metal Supply Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (800)432-2204 I rod riguez@eastemmetal.com Authorized Signature Bill Feeley frodriguez@Peasternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Storm Panel Compliance Method Evaluation Report from a Florida Registered Architec or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Waiter A.Tilsit,Jr. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By Frank L.Bernardo,P.E. Validation Checklist-Hardcopy Received GertificateofIndependence Referenced Standard and Year(of Standard) Mandard Mear ASTM E330 x 02 SSTD 12-99 199 Equivalence of Product Standards Certified By 1 s i Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/23/2015 Date Validated 04/28/2015 Date Pending FBC Approval 05/06/2015 Date Approved 06/22/2015 Summary of Products FL# Model,Number or Name Description 11968.1 0.040"Bertha Aluminum Storm Corrugated aluminum storm panels retain d or not by tracks Panel(2.25"Deep)-Non-HVHZ- to provide hurricane protection, Drawing Number 15-042 Limits of Use Installation Instructions Approved for use in HVHZ:No Approved for use outside HVHZ:Yes i OVf Impact Resistant:Yes 1 Verified By:American Test Lab of South F orida Inc. Design Pressure:N/A Created by Independent Third Party:Yes: Other:Large Missile.Max.span is 12'-0"for+25,-25 p.s.f. Evaluation Reports y and 4'-0"for+125,-130 p.s.f.for sections 1,3,4,6,7,8, i F 11�t K -..fiE_fi TF jd.,'#CT_ln-21r'L 8A,9 and 11.See sheet 10 of installation drawing number =NC ?;F JK DRW,,.1Y_-(_atps?f 08-145 for other spans and pressures. Created by Independent.Third Party:Yes 11968.2 0.050"Bertha Aluminum Storm Corrugated aluminum storm panels retain d or not by tracks Panel(2.25"Deep)-Non-HVHZ- to provide hurricane protection. Drawing Number 15-044 Limits of Use Installation Instructions Approved for use in HVHZ:No f'.'.`:=,t.:?;>n.._%_.._?_-, . ETAt_7JPPl' INC. Approved for nide HVHZ:Yes Q" T Impact Rei lit:Yes Verified By:American Test Lab Of South orida Inc. Design Press e:N/A Created by Independent Third Party:Yes I Other:Large Mi x.span is 12'-11"for+30,-30 Evaluation Reports p.s.f.and 8'-2"for+75,-80 p.s.f.for mountings without"h" F_i .l;&a.R-; AF FASTERy tAETP,t SV.PPi.. P 1-.12. r)w'f;. header.See sheet 5 of installation drawing for other spans 15-44.ndf and pressures. Created by Independent Third.Party:Yes 7;1968.3 24 Gage Galvanized Bertha Steel corrugated galvanized steel storm panels i etained or not by Storm Panel(2.25"Deep)-Non- tracks to provide hurricane protection. HVHZ-Drawing Number 15-043 i Limits of Use i Installation Instructions Approved for use in HVHZ:No Approved for use outside HVHZ:Yes 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 9'-8"for+30,-40 p.s.F. Evaluation Reports and 7'-2"for+70,-80 p.s.f,for panels mounted without"H" ?.a(f{.-P_- Fi€. cASi1ZRN MEL header.See sheet 4 of installation drawing number 08-142 NK.-.?i. for other spans and pressures. Created by Independent Third Party:Yes 11968.4 Clear Bertha Storm Panels(2 1/4") corrugated polycarbonate storm panels retained or not by -Drawing Number 15-046 tracks to provide hurricane protection. Limits of Use Installation Instructions Approved for use in HVHZ:No Approved for use outside HVHZ:Yes r�l_I5lr: Impact Resistant:Yes Verlfied By:American"rest Lab of South I lorida Inc. Design Pressure:N/A Created by independent Third Party:Yes Other-D.a d 4e0"Missile. for+105, g 0 ps.fan is OA.S.p desgin load.See Eva1.luation Reports 5 N�i�,CAI_ tlPi?J_ Sheet 3 of installation drawings for others spans and pressures. y Created by Independent Third Party:Yest Back tdext Contact us::2601 Blair Slone Mad,Tallahassee Ft.32399 Phone:850-417-1624 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Prfyacy Sratement::Aacssipility Statement: Refund statement Under Florida law,email addresses are public records.If you do not want yot,r e-mail address released*'response to a publicreccrds requ st,do not send electronic office mail to this entity.Instead,contact the by phone or by traditional mai?.if You have any questions,please contact 550.487.1345.•P want co Sec.idr:155.275 (1),Florida Statutes,effettive October 1,2012,iicensees licensed under Chapter 355,F.S.must protide the Department with an email atl ss it they have one.The emails provided may be used for of ficial communication with the licensee.However email'addresses are public record.it you do nor wish m upply a petw"al admess, please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under hapter 455.F.S.,please ciick hem. 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