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HomeMy WebLinkAboutProduct Approval RECEITSD NOV 04 2016 FIEF � icy. ,i 8cls Home log In User Registration - Hof Tomes Subml:Surcharge Stats&Facts Publications FOC Staff 'I SCIS Site ap ' t..aks Search gUsines�o�1° IeSS�dt{UI Product Approval PpI l�V USER:Public User jn J Frobuct Apg-yY i!le.q>Prcdu oJC{::vli�atl_i$_'�1ri'>>.Lc:::_.Oy: L:SS> Hcation DetailHp } f t4 FL# FL389-R8 Application Type Revision Cede Version 2014 ) Application Status Approved Comments Archived Product Manufacturer American Shutter Systems Association,Inc. j Address/Rhone/Email 4266 Westroads Drive West Palm Beach,FL 33407 (561)209-6263 bfeeley@easternmetal.com Authorized Signature Bill Feeley g Irodriguez@easternmetal.com € Technics!Representative Address/Phone/Email i Quality Assurance Representative Address/Phone/EmaU Category hutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architec or a Licensed Florida Professional Engineer Z Evaluation Report-Hardcopy Received, Florida Engineer or Architect Name who developed Walter A..Tillit,Jr.P.E. the Evaluation Report Fiprida License PE-44167 z Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By John W.Knezevich,PE Validation Checklist-Hardcopy Received Certificate of Independence Fl:39_ $_, L.,}ft?:tCi RDiO^: lPdC �HVH4edf Referenced Standard and Year(of Standard) Standard Year ASTM E-1686 2005 ASTM E-1996 2005 ASTM E-330 i 2002 TAS 201,202,203 1994 Equivalence of Product Standards t Certified By Sections from the Code 1 Product Approval Method Method 1 Option D Date Submitted 04/29/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/0712015 Date Approved 06/22/2015 Summary of Products FL# Model,Number or Name Description 3:0A Bertha HV Accordion Shutter- Extruded aluminum interlocking-blades ret lined by tracks tt Blade 3-(Non-HVHZ)-Drwg 15- (top and boom)for storm protection 086 Limits of Use Installation Instructions Approved for use in HVHZ:No ....2 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 FL-z�s�4 Rst_AE positive pisitive ASD load and 13'-0"for 35 psf negative ASO load Created by Independent Third Party:Yes the HV3 blade w/o window blade,5'-2"for 110 psf ASO load for HV3 blade w/o window blade and 8'-11'for 62 psf,9'-6' ► for 55 psf HV3 blade w/window blade working in u nison.Max.span for HV3 blade w/o window blade for ipstallations into Metal Stud walls is 79"for max.ASD pressure rating of+72,-72 and 84'for+64,-64 psf.See sheet 5 for other spans and ASD pressures. D,2 Bertha HV Accordion Shutter-Blade Extruded aluminum interiockingblades retained by tracks Only-(Non-HVHZ)-Orwg 15-085 (top and bottom)for storm protection Limits of Use Installation Instructions Approved pproved for use in HVHZ:No Approved for use outside HVHZ*Yes Verified By:American Test Lab,bf South Florida Inc. Impact Resi Yes Created by Independent Third Party:Yes Design Pres=eNlje� Evaluation Reports Other.Large mis el"D'.Max,Span is 16'-0"for 30 r-L-Bn RS AE p.s.f negative ASID load depending on centermates and Created by Independent Third Party:Yes locking rod configuration for the HVI blade,8'-0'for+64, -72 p.s.f.load for HV blade for Keystone mountings 7'-0"for 475,-75 p.s.f.for metals stud mountings and 8'-0"for 110 i pz.f.for HVI and HVIA working in unison.See sheets 7, 11 and 20 respectively of installation drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlockingi blades re,ained by tracks COMBO-(Non-HVHZ)-Drwg 15-084 (top and bottom)for storm protbction Limits of Use Installation Instructions Approved for use in HVHZ;No H-38S R6 T A3, P N,C� -- -� IL _G1 1,-_' Approved for use outside HVHZ-.Yes Verified By:American Test Latylof South I lorida Inc. Impact Resistant.Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports I btlher-.Large missile.Max.16'-0"span at 30 p.s.f ASD load fL:5jt E A.S.S.A. a DR ......1- for Blade 1 and 18'-0'for Blade 2.See schedules on sheet Created by Independent Third party:Yes 112,25 and 28 respectively `8auk ?text Contact V 2601 Blair Scone Rojid,Tallahassee Ft.32394 Phone:950-487-1824 The state of Florida is an AAIEEO emptoyer.Comerlaht 7007-2013 Rate of Florida.%",z-y Accessitt-wo Satement4Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address re€easedinmspo.nsetoaput4icrecoMs,eqgest,donot5endelatmnic .tail to this entity.Instead,contact the office by phone or by traditional mail.If you haw_any questions,please contact 650-J07.1395,•Pt rsuant to Seaton 455.275 (3.),Florida Statutes,effective October 1.2012,licensees licensed under Chapter 4515,F.S.must provide the Department with an email a6 ress if they have one.The c."ils provided may be used for official communication with the licensee.However email aadresses 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 pub)iC.To determine if you are a Ikerisee under Chapter 455,F.S.,please click Nere. Product Appmvel A—pt.: Credit Card safe a GENESAL-NQM-. 1.FKJTTHA N,V.ACCORDION%FLUTTER SRSFIM 64OWN ON THIO PRODUCT EVAAMTIOH DoCVMENT .C% TINS aFEN VEFIFlED FON COMPLIANCE IN ACCORDANCE WITH IRE 2014(ALN EDMON)OF WE FLORIDA BU1LfRNG CODE,THIS ACCORDION SHUTTER SSTEN SIWL HOT BE INSTALLED AT HIGH VEL I WN 20N q �- -�..._—�.. '�•"�--1 00"WIND LMS S)A,L BE WICA"D AS PER SECTION 1620 OF THE ABOVE MENTIONED COOL.FOR A BARK WIND SPEED RE.OUIRED BY THE JURISDICTION WERE SHUTTER AHI. TABLEF CONTENTS W__INSTALLED WITH A DITEC IOFNALHY FACTOR KA-a05.USING ASCE 7-10 AND SFNL.NOT EXCEED 14E MAXFMUW(AS.O.)DES*1 PRESSURE,RATINGS INDICA10 11 T14RU IN ORDER TO VERIFY THE AME CONDITION.UL7IWSTE DESIGN WWII VDAW 007NMMIED PER ASCE 7PER ASCE 7-10 SEAL.BE F1FAT (lF5p tWN t """"°""°"'"""""'• --" '"'•TM^'^""'"" •-"` BY MULTIPLYING THEM BY 0.6 IN ORM TO COMPARE THESE W/MAX(A.5,0)DESIGN PRESSURE RA11NOS INDICATED ON SHEETS 11 1HRU 18, 19&20. CEHElm NOTES SHEET 1 IN ORDER TO VEWY TMT COMPOW NTS AND ANCHORS ON TM REO.,AS TE.,'"AEU,WERE•MDT OVER STR NSUD.A M X INCREASE M A LOWA0IE STRESS FOR MIND LOADS WAS LCI USED IN THEIR SYSTE11 COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER.A WIND DURATION FACTOR Go-1.60 WAS USED EOR VDWICATION OF FASTENERS IN WOOD. SYSTEM ' PO 21 37 SHEET 1 .,....., , c:.:...BERdHA:H.Y,AT.CQRdON:S181RER.:"YS16Y'S.ADEGTAC'(..FO,R.MDHI?.ANO„.LAA7)E..YS IkIPtGX„COLLO,HAA..BEI:}1;4£RIFTf�,Ui..AC{:9RAANGE..,WfIN 5£C(AO!'I.,1 B!?$17..Qf,TELE 1fT3A!AE.,A(r.Ht14N�G CO„DC AS PER .._..;.__._•._. TYN?KV1L>:BHNLFTFA:•AB56MGLY-*3B-}4-, TYT tcAL WINDOW BLADE&WINDOIN DETAIL... -W BIADE0 1021+.01-03.10715.0t-03,F1004,01-OS.011714,01-05.10317.02-06,/0608.61-10 AND/021o.01-11 AS PER IAS-201,TAS-202 AND M-203 PROTOCOLS AND ASTM E-151% �ft�,�;?c yy &Mg N HV_w1NUM 81 A” AND E-1096 STANDARD'S(MISSILE LEVEL.D,WWW ZONES 1.2&3)h 11220.01•-10 AS PER TAS 20I.203&203 PRO'FOWS LARGE MISSILE. ,(WHERE ft 0810 -W WNDON BLADE 0/OSD9.01-08 AS PER ASTM E•-1066 AND E-1990(MISSILE LEV'tl.D•VaND ZONES 1.2.3)BASIC PROTECTION ONLY AND/0725.01-88 AS PER TAS 202 PROR)C01.. nPICAL SHUTTER ELEVATION&NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS&-P,CONCRETE/BLOCK SHEET 6 2,EN BLADE Q)AND ItY WINDOW Bl/0E Q>i AIM ENGINEERED TO WORK IN UNISON WITH EACH 07HER LINKER THE GENERA.UMITADONS ANO CNNNDITIONS OF USE INDICATED ON SHEET 18 INSTALLATION LkTALLS C-MG CONCRE7T/BLACK ufiEET 7 3.WRUHA U.Y.ACCORDION PINS.(IN SCRk'115),USED AT.BLAOEY KNUCKLE AND FOR DIRECT MOVN7 CONNECTION 70 TRACKS SHALL BE 1162.78'AND/14.1,73'RESPEC1NELY,414-147 MINIMUM S17HES OENTLRMATY DETAILS W SHEET B STAINLESS SIEEL SCREAS MTM 135.0 kel YN1D SIRE NOTN AND 180 k41 TOW STWNTH.PALS SEAL.BE COATED WITH BERTHA W DACROSHIEI.D WX)ARNO ViSDEM AS MANUFACTURED OTT APPROVED CEMERW+TE A.117NGATING DETAILS W SHUT 9 COATNO MPUCATDIM REOWERED WNH A161WO 4 SAITIM SYSTEMS ASSOCIATION.PINS MUST BEAR INE IN MMKMO OH TMR M:AIX 4,NL AUMNUM EXTRUSIONS SNARL BE ALUMINUM ASSOCLITION A,OY AND T910”AS INDICATED ON SHEETS P.AND 3.MINIMUM YIELD SRN ON FOR 0063=16 ALLOY IS.W.0 W AND 35,7 Ka7 FOR END CONNECTION(RETAILS 1-6•CONCRFTF/BLOCK SitEET 1D 6005-15 ALLOY. MWOMU)A SPM!TA3Lf::S SHEET 11 ANCHOR SCHEODUIF^ CONCREIF.fit BLOCK SEIEET 12 S.ALL SCREINS'10 BE 1-1AINE36 S7ESN.J04 OR 316 ASF SJWq OR CORROSION RESISTANT COATED CARBON SIM.AS PER GIN 50018 WITH 50 W MN.YIELD SIRENOM AND 90 Lei MIN,TENSILE 5391NOTH. ANCHOR SCHEDULE-CONCRETE 111 BLACK SHEET 13 AND UAL COMPLY W/FLORIDA BUILDING CODE%WWN 2411.3,.4. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEi;,T 14 S.BOLTS TO BE ASTM A•-307 GALVANIZCO SIEEI,OR ASI 304 OR 316 SFJI?ES STAINLESS SIFEL WITH 35 id MINIMUM YIELD STR6NODL ANCHOR SCHE.DULFE WOOD S14EEY 15 7,SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATION&•IFI BLADE(D:12.13.14,15 AND 20 INSTALLATION DEFARS M-R,V=0 SHEET 16 W SLAOE(�l (,A WORKN:I IN UNISON; 12.13&15 INSTAJATION DE7ALS 2-X.WOOD SHEET 17 6.THIS BERTHA N.V.ACCORDION 5111.1I7FR SYSTEM BEARS A U.S.PATENT 16'779,567..COMPONENTS Or TILS APPROMAL ARE COVERED.IN WHOLE OR IN PART BY U.S.PATENT l'S'458,170 O=ED TO FASTERN END CONNECTION DETAILS 7-12&X.WOOD SHEET 16 METAL FAIPPLY.NC. S.11".L.HE:IRE RE5PONStolUTY OF THE CONTRACTOR TO VERIFY TTff SOUNOM'S i OF TNF,STRUCTURE WME.RE SHUTTER Ci TO W.A"A:M,'b TO ENSURE PROPER/NCKORAOE CONTRACTOR TO SEAL/CAULK ��`�"� ALL SNUTFER COMPONENT EW.WS WHK;EI REYNN,TMI FASTEMNC IN CONTINUOUS CONTACT WON THE MADING 10 PREVENT WILD/FAIN INTRLRWN, TIPICI.L SHUTTER ELEVATION SHEET 1D 10,EACH UNIT MUST HEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARFON]NOTE:WRING PE'RKN),S or HUNWCANE WAHNNGS HONE OWH!:R.TENANT.DR OTHERS,MUST PROPERLY CLIrX-'ALL W AND HD P��A Cts OIJLY CY:MERIMILS AND ENGAGE.OR DUCK ALL IN AND ILD LOCRS. (+YNNM)W RL AMF 11.SNUr(M MM'UFACIFUREH''S LAW.1 SEMLL BE LOCATED ON A READILY VISIBLE L.CCa TION Al ACCORDION SHUMIC N ACCORRWNCE WITH SWION 171 D.83 OF RORRiA BUILDING CODE.ONE LABEL SHALL DE INSTALLATION OE7'ALS, METAL STUD WALLS SHEET 20 PLACED FOR EVETN OPENING.LgMJNG M COMPLY WRiN SECTION 17)0.6.2 OT THE FLORIDA BLDLONO CODE, __. �,^_ ,,,,_,,,_„•, 12.BERIHA ELV.ACCORDION SHUTTER SYSTEWS INSTAAATATN:JAL COMPLY W M SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONI Q REOUNADONS PROVIDED BY TIE JURHSDICTTON WHERE PERMIT IS APPLIED W. '13.(6)THIS P.C.D.PREPARED BY TRS ENGINEER IS oENERtC AND DOES NOT PRWLOE REFORMATION FOR A SITE SPECIFIC PROXCT;Ln.W,(W.THE SITE CONOOIGNS DEMSE.FROM THE P,ED. (4)CONOLACIOR TO BE RESPONSIBLE FOR INE SELECTION.PURHA9E AND INSTALLATION NCLWNo UPC SAFETY OF THIS PRODUCT. BASED ON THIS P.LD,.PRMED HE/SERE DOES NOT UEVIA E FROMI`HIS DRAWING SHALL ONLY BE USED TO UNE'CONDITIONS DETAILED CW THIS 00CUMENL COWJMC11ON SAFETY AT SOC IS THE CAMFMOtOWS RUMPO ISDMY, Ca)TDs P.E.D.WILL K OONSIOERED INVALID IF ALTERED HYANY MEANS, I OBTAIN PERMITS IN THE STATE OF FLORIDA ((0)SERE SPCOPC:PROJEOIS SHALL EX PREPARED BY A FLOR30A REGISTERED ENGINEER OR ARCHITECT WHICH WIN,BECOME;INE.UNOREER OF RECORD(F.D.R. FOR THF.PROJECT AND MID WILL BE RE 'Ot ISLE FOR THF.PROPER Usk OF'THE P.F.D.EucINMM OF RWORD,ACIIND ATH Ai A DELEGATED ENCINEER To E PXO.E:NCINEEH SHALL SUBMIT TO IH IAM:R THE SITE SPWFTC DRAWINGS FDR REVIEW. (rtj ORIGINAL KED,SFAS,STAR THE OATS AND ORI N&SHA AND SIGNA-WE OF TIRE PRt)xVswNAL ENGMREYA or RECORD THAT I'RQAREO IT, 1 FLORIDA 81JUING CODE Non High Velocity Hurricane Zane `VSSA�•(�.....:7//���i�� 49 2015 rASTERN METAL SUPPLY.INC, 811NMA HW • �i �', DETERS � 4� �rr ...._. E C/I►hhV MC. ShuttAccor�iu .stem. ....... ■ . ■ ■ ■ KV.L#JTOE#D W OR W/O KV.ti1N7CM RAEC American Shutter Systems aR,P a, an eRA*n�r. M '• * TILLIT TESTING k ENGINEERING COMPANY --»E•• -4/111 - '; ri'OF 6W AM X0,.n..St.,x,.%11W"rAANM,FICRV+axle Association, Inc. 1 OUl 1 t�-T 92 4(13/18 MTS! 15;(JQK)671-t JO.Ter:{JO5)tilt-t;)1 4263 YlOGtroods Drive DPAYING No rG3'•'�� � `l.'``` n_moA:uttae0000tcen Wed Polrn E)e6ct,, Fl.. 3340, 0NAL E�G�P� vALrRrnAptsiiA rla.FIE 15-08585 + r71711r 4 HOCA ATIN.:c. 41,61 3 _•• Y,E:. S(,4( URE 0911. T­ _..-----.---.__..._......_._ St+;CTS .� �e �;d�g SY f� ....1:.;♦.L6.�_... LRS,•. C_._........_..4 857• .�$..-.__..�-__ 5 .<�,.,... C c US PA N .^...,.+....wr..... •" ••.` ».•,+ ...�...r..w..,w.+,�.w,.......w." .. .,.+....+u,.r.++,,...w..wa.. ....o..r_. STARTER QUALIFIED FOR USE W/ iN OLA)E(I) �4) gFN BLADELJ CA)HV VANWW. ALAI) 80° T5 ALLOY AND TEMPER QUALIFI• UR U F W MV 6063-46 ALLOY AND TFMPCR SEP LIMITATION'OF USE OF BLADE ON SHFE'.f 19 MADE. ER 3r :. . .,, .....,,.��,�':..s-. .L.944:,�,....„. ..., ....__-...... .._..... _. . .. •-j j _. ._..... - ••_.x.� J_ T:Z ,.._..»..fi)NY AD�lRt1�'TER W!� �... �......_..........._. IQUALIFIED FOR USE:W/ HV (8 �( WALK—OVER TRACK �,,., .,•_.,A„� BLADE(1) QUALIFIED FOR USE W/ HV 9�HY '[$FETCH TRACK �F 2 T ADJ. FLOOR TRACK 603--t6 ALLOY AMC) TEMPER BU IDE((1) C r OUAUFIF•D�FOR USE W/ NV -....._. QUAI_AFTE:D FOR USE W/ ILV 6065-46 ALLOY ATT[I TEMPER BLADE(ONLY. 1,[ R (�NDUARD BLADE 0 8063-18 ALLOY AND TEMPER QUALIFIED FOR USE W/Ifv E063-T6 ALLOY AND TENPCR - -V,1 __L9kF+�._._, t• t-� 1.1130. 606 e O TEMPER F .�' fes.......... mu a3 .Od'S• .,I--��: y`!$:.. oss•2 4. . ... V 861 R �w IF t,�6^ si'T taro; .............3.924:,_,..:...... .-'--_.3.a:4.:...._.._.... f•74, ILL 1�HY ” !1,!@l0I�ADER HV -IT _R (i3)Hb _..._ _.4 r QUALIFIED F,) USE W/ I BLADE t L'}0La1, `•-� G ILING HEADER,/SILL Q1LDIED FOR USE W/ W BLADE,y)ONLY, 8U65^•T6 ALLOY ANO rEMPEit"' QUALIFIE FOR USE' W/ W SLADE�� 1�}�{D 4�1A11 N,,�aEyFRf SEE SECTIONS FOR VALIT)ITY. SEF.. SEGTIONS FOR VALUX11 QUALIFIED FOR�USE W/ I•IV 6063-T6 ALLOY AND TYMPER A08'3-T6 ALLOY ANO TE.MPEP, BLADE(;.ONLY. 6063•-T6 ALLOY AND 17:MP.' Tt 04UPON};Nf A i; YY T2 ....-.._..._.. X Y19i.t I i I % Y t . / J k21 , -i s s W.o7a �._. Iry ......_.................. _..... - ... 1 2 r MA ` X. 0.102• 11.14'7.' _..-... GIIIC ICS ..... _.... ..._. ......_.._..._._... _. A05TS Lt WIED FOR USE hIlAldlF!!._ANGLE �Y 7,.%' r MMA. 0.1Wo.t9c• .� IaUF1E0 fOf3•USE WJ Hy FOR.US. QS- L, 6063-T6 ALLOY AND 1LMPER ( 606:5-16 ALLOY AND TEMPER 7' S'MAX. 0.139• 0.131` 6063-T6 ALLOY AND 7EMCEfi F!..f}Ri1/1 BUILDING CODE(won High Velocity Hurricane Zorle `,µtt� .�•+��/ ��Lii 0'LOIS;.ASTERN v YAL EJA'PLY,ar- a`� �GEN '' �... -' -ANS' Al'Cd �ITI � M ' - —z 1.1.. .E.C...O-ins _ ■ ■ a Iry BADE fill w/CR W/O L•J,V.W DOW MADE " = Amertean Strutter S erns _ T1LUT TESTING& ENGINEERING COMPANY Y• ° Titl-" - °I`!i pRd}r!'!�'= �•L $1ATE OF a 5 N.t!,Smx x.cte.X5.WUNIA W Q'7,nam.xrr A78oct11#IOIt• Inc. 0L1>T t_t92_. S/'.3115t O�AiE ' 41i�%i5' Prom:I30.5j8T1�:530.Ym:TYDS)871._�S31 4268 wEstroOds Drive pttAwfNO No 9 e�_61,),Nw A*udsor; avmry Wtra• 4�a,nt 8>>ach, Fl 3541'7 3 NAL �t�`o` w4TLR A.+GAIT a..P.P.. _..__................... 15-085 rT.Oaar,u�•8 wte7 y __..._._......._....__...........__ .._..... P.E..E. {TA.rt1Es'Y�F1Y�R(/RhT[ a_�_._...._—.____ _..SHE2 OF 20 .. ..........- >.Q24.:_.._•_,___...._ TMarfmDwu- sau S� OAKO PNMW lafZbl f-VK CAM (7 YW4 ........... HOW"f.14"L .,I JwA%CMNR A MON CnAm 71 mAnb) ................... KAM) ........... HV LOCK EGRESS LOCK —ONLY, 02 JFICO�UOR USE W1 W R�LJSE::*/ 2 -TS ALLOY AND TrWP OA0 R�t H/ Hv & 1. 9063-T6 ALLOY AND TEMPT•' �tTIALiFIED FUR U5'E W/ IiY BLADE 1;ONLY Ar ---Z874' 6063-Y6 ALLOY AND TWER He* f. 42�- MOLDEM wi ........ SCREW qi�� d V AFrER Ri,aartiUMNO jsw! 'soll BEFORE FMIING 1/4 20 x 3/0 1 140-20 RIVNUT* LJ h (_teas A ,} ) Y' SS, THUMBSCREW 8 -AM 9"4 AMMU(202+43 AUCM LAIM Mwt Tran SMI 14ft=,RATr f COZO,A$WXWACfkft0 VT AW& i---Xzw........... 11........ D67WY IEO"�IW*49"W,WWXnf.Y 07454 OR EOUAL. - ' - 1.1,, 41 rvN ora uzAMON 44 RLMALLIn r - "Y ALTERNATIVE LOGK A m IE I QUALIFIED FOR US�W A E. HgA,�ED , Loy/ HVIBLADE )ONL lE FO U LOCKER FOR 'I" LOCK CENTERM IiW-16 Al ANP rL4PCR 90 IENTERM OUALIrVID ACE QUALIFIED FOR USE Vil HV FILADE.A)ONLY W/fjV BLADE @ ONLY. � j ONLY. OUALIFIED FOR U`SI'- W/HV BLADE(DONLY 6065-16 ALLOY AND TEMPS 6065-76 ALLOY Aft TEMPER z OAMFURN 'C-w M 09 rvN MY 0YUNLU .545- IO.B75*wft 0 tl� M-WMMMA4�1 .MCING ROD i'c J 4b3 QUALIFIED FOR USE W1 HV "FCf)& 4,,AI QUALIFIED FOR USE,W/ HV BLADE(1)6c qa) 8065-To ALLOY AND TEMPER HD CENTERM6H'S.-JIMEWT 610D3-T6 ALlOY AND (CLIPER OVgIFIED FO-R USE W/ HV nI.ADEQ)&(f A) VARIC -!2L............ iioe.'�-46 ALLOY NO TEMPER All"M OO OR ey OVUNDEA i................ 1.7e W... /4-0 Cl HD =K 29, AIS I 304, DY PXGCNF H90WARC.WMIX LOCKS SMM 2U3 HOOK DOLT LUCK. 6063-176 ALLOY AND IVAPER Ok�) HV 3 "41-16 ACEEAL THUMNOM OLLALWIF0 FOR USE W/ W SLADE(> WIU.. REQUIRE A 7/16" HOLE THUMBSCREW IES SX 01?It1ED AT TRACKS FOR FROPER EM8EDNIVAT q I fQUALIFIED FOR USE W1 HY SLAVE RONDA BUILUNG CODC(Nan High Valoci!j Hurricone Zone) A—HVim 8':2Ula CASTERN KEEN_SUPPLY.LNC. E ............ ........... .......................... . ...... ....... Accordion Shutter System 'll-LIE-C-0 I TILUT TESTING 4k ENGINEERING COMPANY American Shutter stems Assoclaftn, Inc. Ou*>11-192 4 MS,WWA 11RDOM AMIN%3344 4268 Ww.tlroad,� Diivo T WA r..: ORAWING NO >-ea,W-0"A-m wout POI(r. Becch, FL 35407 -085 & P.E. SEAt./SlCN.VURE/0Al'c - - I - 3 OF 20 1 SHUTTER ASSEMBLY SCHEDULE FOR H (D, HV 9 3/8-'JI .10 1125. i ........... ........ IIIADE I 6 7 4., . ....... OPEN" (102S tIV LONG REr[StED NYLON BUSHINC, 1102S (Typ) 0.0o, HV,.SHORT.REGLSSE0 NYLON BUSHING ­----------------- ........ I AT PDR Vivo W WHEEL CARRIAGEAm 302-303 $ERIE' 40 ............ 0,870"K3116"THICKNYtON WHEEL. 2 7/1'11, P. 0.188*0 AISI 302 SERIES S.S. RNETS SEPARAPON M25- cz!) SLAM 1 5 3/4" gpjL,_ ACCOROiON PIN W1 f8 HEAD EXIE 104 .L ()PfNlw;s _y ................ 'AD '4 CLZAR ............ t IN 2 3/4'ACCORDION PIN W1 18 HE >1 NDOW B A TVs TYPICAL_HV VA POLYCIffiso Hy WKDOW�AIL (9 POLYCAltBONATF IMPAc�r RESISTANT w wiNnow i "I I . (DOR 0 or 0- R w-wo"v) Do BAYER MAKROLON 31 POI.YCARBONAIE JMN,c1Fj V VE RESINS. UV—STABIUZ(q) GRADE OR S/410 ........... ro i a TT)w INNOVA111Vr. PLASTIC L.EXAN 103 RESIN 41 (SEE NOTE -F- ON SHEET 19). (DOR j [T (1) HV PIN SHALL ALWAYS BE USED AT ALL EXIER11OR BOTTOM KNUCK(J:S OF HV ACCORDION S'(13TEM W/ HV Cj) OR3 POLYWBONATE S011RC EXTERIOR APIWAXE HV eLADE:� PCAL 3HUTIER AMMLY • Tfp�Pw'"w% W?dw" R PIN 0 ()ERXTQ AT (9) HV PIN @ MAY FE USED IN LIEU OF AND 0,14L.y Ar ok.., BUOf.'S KNUCKLE.x Exmw BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W1 'AV(T) (.SEE Non FOR fpLcg)c 0l 41v tiv un7 auT mM' O'D.1 aw BLADE WHEN CORRESPONIDING TO INSTJjA.A71ON "0", SHEF.T 7. Rww.MD 417imm MITI$r1du 0.4w owl. 0.s0a P­ lyp (IMPK SMV01 A?Mp Me mw Pa,. 14400 p.k (3) HV PIN OR @ W/ 1/2* U.D. 1/16" 411CV S.S. WASHER W.Wa wou& Mw 117% MOIAKI P•1. muw A 1 SHALL DE USED FOR DIRECT MOUNT INSTALI-ATION PER DETAIL X, SHEET 3 j i i e.�rMW WON Mw M" 02 x wx E{184Y LAYOUT PIN OF MWI� xpu om C-I CL*S U-1 I'm AM 0",'V 10.0 T Wo Ald 0157 tCl!gF4V P.NdM MM�Mmwl 14w ou 40 n""MUs MORE W10m; �u&M '4"P.1 OW A..L wt �A) HV YLADE SOLID JAI LS I I 1 0610 1 N.T.S. fLORIDA 6UMING CODE(Mon Rigf, Velocity Hurricane- Zor)e', `i A. PN"' 2tols EASTERN Mum.wny.:'4C. ....... 13EMNA WTI., A. AnS­ S.. . A tv.MA #1 w/OR W/0 fiv.www RXE z a American Shuftr Systerns ILLIT TESTING A ENGINCERINO COMPANY Assoclaffort, Inc. 0 OLD 11-tu 4/13!:5M,.M,3*5,�-M CAMVK FL0904,0m MIY: 4/13119 4268 ftstrands Drive 2 _ DRAWING No On juA West Palm Beach, FL. 33407 3 rte'-5' 'Y";, ONA*L 0 WFALLOTN41 A nUJT X.PC CA L11 0 4-167 P "Sim A.. 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C.1),* CID -ED- 4,D. a-1 I 3 0.(g COWPOF ANCW?W�S �T" k:AD 'NC SMEWS TRUSS HEAP H L UAZ!t%'E SCREV53-SiNG 4'-2D Kim 0 17.,Oe. 1/4 20 rags 0 12'Q.C. \-0,7A(wf1F w1miK Re)CONCRUME SHEET 13) OR C00CREJE ELOCX 14 REOWED TAUAILON (3M SCHCDfXE ON tE7 POURED(MWC=ME. Spw It) OR CONCRETE ULD" WALL RLOURED HV WALL SIU-1112AUATIM ........— -I INSTALLATION DETAILS W1 1-SEE%4W 4 COR rmcAL swiTeR i C,0.. FJXW.OISTAWX SU(;ujrAjTONS OF USE PVN ASSEMBLY (SCF,sriaFIr:AW?4S WADE'\1�014 SHEET 59 (D HY B_LAQ E UOUNWIC SECTIONS __811MD 94 ANY W- FLORIDA BUM CODE NGS High Veiricay Hurricarre Zone fill- 0 2015 EASIM UFTAL.SUPPLY,M. Isle, Accordion.Shutter System ............. ... ....... ou) 99/t3/t5 a A. .&SAN.......... AnTarIcan Shutter SWerns ay. msmnm DMM COMPANY rm.! TIWT TESTING & ENGINEERING COM Assoclotion. Inc. 41S WAO ow P-W. IL St.,305.'W20'"w4wim F%_C`flA-MI& 2 4268 Westroods Drive DRWNG No Beacti. Ft. 33407 —3 15-085 ft3t Point WALI'M A.11jur J,P.R. rTtanASlim SEE END WALL CONNECTION pfTAfLS CN_SdEETS t0 do 1 S A t {� _ �J V seE w3rrs m4 urxelr,kow�,IW LCCKs0 I•I••••••.•••1•., •_••• •••._•.•. •.�• INSTALLATIONS ��f 1• **MO N,TERN.ME 14V LAA 0 ON SNEFr 5- T ' l OUT DQ',,,, IN I .....MSTING CIA.' WDr.MACK DCrlt M U YXID FW X.1. ll BLADE W V C NTER TES C nLINA.5 IMUCKWI�Ex O"WEO _ 70aT(B� 100• ' °A O T_ SEE END WALL CONNECTION I - w w xismNc c1w55 DETAILSON SHMS 10 A f?,Z8 1 i I/a •2 8 MX'1L W/(?I V4I TAPCCH I. ^..1J2 a`ll7• 'f .._—.. '� AfiN BSEP pNll U(xlww;R 1J 5�2�T•.�BM.. `1 (TrxyaDtror,)s �lUR3/a•s.ds. ,x' •E Ar U 4 M( W rWl: Q.C.RAL LENrirr. �r—QL.• (SEE SCNF.Ctt1E x—� Qr_ ( wl�li�L.�a�K_ Ar Eedf 1JICI.F nw)) r ._._._.... * oN SHik7 11) 5 —'. ' ! * 35'7 I N1 _._...........__.. 10 rr)I g10°R(iD•(DIACBd'IU.�°° �,� ..J ..._.. a aUT a HVC 10•��°�' C3 tl�ti7°A HVA 1 rY� °^Q�°"©;V»®'p\�/'om j EXI-511N1.c 'S COWR4EIE U(JXK WALL t 'V pos,MG "Q'a° '�0 ° YM E IGA1 sc G J " fi 7 MIN. WYARAnon EXISOW - TO"55. - t rr �t '✓_ WYE 4�� f a ItQNAI �•� � �oHEs �ni it: f uw.5t rata nnN �• — ro -- --T _ - . `I Y � 1 �icurluttr T 3 '* __ _............. ,/ •--- OUT L__.... a,.... _._.._._._.. OUT �_.•._._.. IExrExtusn HVE �VC*3U HVD FLORIDA BMMJS CODE(Non Hi<j Veiocity Hurricane Zone 11511iRltllfff// 0 2015 FlSMAN METAL SLIMY,M. 139 HVTw A 71( -•ma,y . �- ... .. ."..... '�'..".".". ._... ... ... .. Accordion Sh.utter S stem A.Sa sa ....... 4 M..#r..W/.CR W/o.KV...Wt-IMBUM...... ..... - . ... {C; T. r•'� TIU.IT rESrfNG R EtiGItlEERtNG COMPANY AM811con SFWHdr Systws Iy, Of-VWntM wre wrx� u.rr °JSY xc 30v..st,.3a•:".WiWA C>t+Dflaa fisvmll S31a< A8saC1011an• Inc. + (3LD 11-[J2 _ (1J IS iLtl[: •4/13 t5 o STATE DF r Pt me•iJ X71-1950.Faa:(NYS)87+-1531 4268 Wes(rocvc C)rn•+' 2 _ ORAWINC No a-m 1:611.1 a01a 9fest t'o'rn 8Uof.t:, Fl 33207 s o��., tcl�lo .•�rL Eb-.DDD6,,-3 15-085 t-s,........ • � ..— '/� �� lStA �C llf nnllw t�.,entE� D B 20 P.C. 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F ...... fkJ EJElT,9 t R t,'O f10N \ f• ` ` ... fit (Uh�J 4 i-......., _ OR EQ _ OR OR VN ? i SEE (rnnNs OOF USE FOR / � ..---•--.-..•••------•-••• --I "DE ON OR (ly BAN ' 61 'aft (W R. raLrtO CONCRETE OR � ©�.•O®G.©.a•v©'r-"O�•pC °«.'®, ..._•__..........__....._.._\_ti___.�`�cj•y7 Od "�•�« 1 Q CON"[BLOCK WALL V LW �Q.�. HV 8 JE- INTO REQURED _D.70 . •�«�. e}-0- CQNGR TLS Of R� ETE Bt�t�CK WAS END CONNECTION DETAIL Q-Q ®Q'"' �>�p CONNECTION bETA(b, B� FLORIDA BIJILDifdG CODE Non Ni h Velority Nurricarssi ZonO 02013 EASTERN WTAL SUPPLY_INC.. •_�{ ,Ehl 11�» Accordion tier system? cA. SAr wNovBCC .�0 "C- American Shutter Systems r, ci3cwrnaR c• TIU.IT TESTING B ENGINEERING COMPANY ASSOC{QItQ11,r {rt C. t O1.0 17••[92 dT I!i .)Air! 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BOTTOM (SEE N r. 1 1: 1 - surn 7) FLOOR/CEILINO C, H. 1. 11, j T, U, W Ar X WALL MOUNTINGS OR FLOCR/C%M: uArauiry VAMCF=4',MW NST&LADCOM 0 CONWFTE&WOOD NWALiATIOM VVCH A 110tWE A.O.D.OMIGN PRESS=RAIING, 44L 0M)WINE,&MMum spm 1v,FROM SCHEDULE, Q'.WM WXMTNG OKN A NEVATK&SA).DESIGN PRM%IRE RATING, 0(A-I -C7 CR '660wir. I I �AW MOW'XG UAXJMUM StlUTTER SPAN'L+-OR 1--FOR 3(7 OR LFS I -C 7 T-16"- L., tw-o- js--o- so Is'-01 I p.. iNSTAUATIONS INTO WOOD SHALL OCUMJIF)TO FINAL MMMJM ALLOWABLE SPAN IS EOLW,TO nL­j;� - 1----------- 10s Pa.A.S.D.M*8 PRMVWfwING. AMIA PETE SPAN BETWEEN 1+"MD,jjjF �:P - 1V-10' 3-10 IS-10" M'?" Is- 40 14*-2* • —w— • grItOMURt.10 0Cn'R)A;HE MAXIMU&I SPAN FrA 4!1 1.31-4' t4'-3* 4b 3-. • t 13-4 14'-J' RV CORNER CFJ41LIOAATE#3 �Yl"='A ALI. V DIVATIONS IN 00WEN WALL VOUNTINOS MOUNTING INSTALLAWNS,LOCKING 12: ITT IV-:F W1 FLOOR/CIFILING MOUNTINSS: 278. F�7 50 1 12, 41. 12'.- -11 55 W-10, S$ W-11, SfW1 OE AS INDICATED(Ni MA),;?Af<IRY(',ONDMON#1 FOR A VMf POSITNI!ASO,DMO14 PRESSURE 'TF -Tr-- 70'-F —IF-i' NOTE 01$wm� S. RATING OCTERMINE, Ir-11- W-6, 70'..2. —*F- V— 0 1j4--Kkv.SPAN FOR VALL W)UH11W,INSTALLATIONS, to'-fi, I Lwt•*MAY.SPAN FOR FLOOR/C". 0 MOUNTING 5 101-1, W-V Lt 75 to' 1* -1, %4'OR _1 - Iry ttEXrkPr THAT W.AMUM SHMM SPAN INVALLAVON& &0, .. 'L-*140 UO3WA kr,1L 0 M- NG VICSSAAC AkIIW,FOR WALIATONS(HID(Y"VE OR CON RETE KOCK MR A VVEN NVIGATIVE AS.U,OMGN PR855SURF• HARNO" SMI.rx.HVIIED AS FOLLewsl WERM)NE; t- CONNECTIONS TO KEYSTOpF MOUNTING L'--MAX.'MAN FOR VAL MOUNTING INSTALl-Atiom LIMITED TO +t4,-72 P,9.f.AND W-0" SPAN, SrF C2--MAX.SPAN FOR FLANK CEILING . ... . MOUNIINO 'v MITUN1ln0(qToN SHEET 7. INSFAUATIONS, W 4. . .......j., ....... . FINAL MAWOM ALLDWALU SPAN Fa FOUJ%To THF 115 *L,--,M0 ............ SEPARATION TO GLASS SCHEDULE F < 12-0 120 (4)GO TO ANC-000$CMULC WITH FRAL VAXjMtjIf ALL43VIAPAL SPAN AND NEGAWE A.S.D, DESKU PRESSUK]RATING TO OrTERMINF. MAXIMUM ANCHOR 7-F.. iztr 47-1. -F G-^.' r-9'- .-;V.-V-­-'i---ig- -I'- li�� 7- WIND ZONE MINIMUM 744.--- ........... SEPARATION ASTM E-1996 TO GLASS w--'r r-Z� ­7 A52— ................. 1 THRU 3 160 165 G'•10'- ff IAO W-0, 41-8* W-a* V-10* 180 ••g_._g. 4^ -11' 10 HV BLADE 180 - --------- ...... R5 w .3- 5-5- 191% ZOO, 26*6 W-1* 4%,1' RMDA BULDING COK(Non Hi2h Velocity Hurricorle-Zone: 2015 rmTERN wam suppm VC. 111-1T1Y IN A--W,14 Accordion Shutter System -GLAEE-#1.-W/OR W/OAV.WNM ILAM 110E. Amer1con Shuttar Systems TILLIT TESTING & ENOINEERINO COMPANY 8AIL IF, VAU: 4 13 Assoctation. Inc. 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