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HomeMy WebLinkAboutProduct Approval M r f i s✓'Tir'S C-1 A- ^d;�L'4f'.-, .���"ktl'1 °• �.., �A�� � � i.._ Nis Home Log 41, User Registration Hill Topics. 50111,11 Swcharge Stats a Facts PublicalloPs FBC Staff t SCIS S110Maplinks . Sea, usea vup i�pe}rdvat _ RECEIVED Product Aoorovat Menu>Omdnet or Application Seamtj>Arj&ation List>Application Detait 0CT 1 '2018 i- FL# FL389 R9 Application Type Revision , Lucie you ty,pgfft'iitifng Code Version 2017 Application Status Approved Comments Archived i s Product Manufacturer American Shutter Systems Association,Inc, Address/Phone/Emall 4268 Westroads Drive West Palm Beach;EL 33407 (561)209-8263 6feeiey@ easternmetal:com Authorized Signature Bill Feeley irodrig uez@easternmetal,cpm Technical Representative Address/Phone/Ercall Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect arra Licensed Florida Professional Engineer U Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A..Tillit,)r.P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Instit Quality Assurance Contract Expiration Date 12/31/2018 Validated By John Henry Kampmann Jr. r Validation Checklist-Hardcopy Received Certificate of-Independence FL38R9 COI AMERICAN SHATTER SYSTEM D " NC. DRA 17-107 CERTIFICATE OF INDEPENDENCE.PD FL389.R9 COt AMERICAN SFiUl TER SYSTEM ASIC ANC. DRAWING 17-106 CERTIFICATION OF INDEPENDENCE1).PDF FL389 R9 COi AMERICAN SHUTTER SYSTEMS DRAWING 17-108 C�RTIFICAT£OF INDEPENDENC6.PDF Referenced Standard and Year(of Standard) Standard l ASTM E-1886 2005 ASTM E-1996 005 ASTM E-330 002 TAS 201,202,203 1994. Equivalence of Product Standards Certified By l sections from the Code Product Approval Method Method 10P tIon D Date Submitted 09/18/2017' Date Validated 10/18/2017 Date Pending FBC Approval 10/19/2017 Date Approved 12/12/2017 Summary of P.r6ifucts RL Modei,Number or Name Descriptiotr 389.1 Bertha HV Accordion Shutter Extruded aluminum interlocking blades retained by tracks Slade 3-{Non*HVHZ)-Drwg 17- (top and bottom)for storm!protection 108 Limits of Use. Installation Instructions. Approved for use in.HViiZ-No: F1389 R9 it AMERICAN AHUTTER sygEms DRAWING Approved for use outside HVHZ:Yes 17-108 BERTHA HV ACCORDION SHUTTER SYSTEM PDF Impact Resistant..Yes Verified By:American Test Late of South Florida Inc, Design Pressure:N/A Created by Independent Third Party:Yes Other:Large Missile Level"D".Max span Is 12'-3"for 40 psf Evaluation Reports: positive,ASD load and 13'-0"for 35,psf negative ASD load - EL389 Rg.AE AMERICAN SHUTTER SYSTEMS DRAWING the HV3 blade w/o:window biade,5'-2"for 110 psf ASD load 17-108 PRo6u EyALUATiON REPORT,PDF for HV3 blade w/o'window blade,and 8'-11"for;62 psf,9'-11"• Created by Independent Thirst Party:Yes for 55 psf.HV3'blade w/window blade working in unison.Max.span for HV3 blade w/o.windo"w blade for installations into Metal Stud,wails 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. 389.2 Bertha HV Accordion*:Shutter-Blade Extruded.aluminum interlocking blades:retained by tracks 10niy-,tNon-HVHZ)-Drwg 17407 '(top and bottom)`for storm protection Limits:of Use, Installation Instructions Approved for use ih HVHZ:Noe FL389 R9 ti AMERICAN SHUTTER SYSTEM ASSOC.. Approved for use outside HVHZ:Yes INC,j2RAWING 17-107 BERTHA HV ACCORDION SHU17ER Impact Resistant:Yes SYSTEM:poi ;Design Pressure:N/A Verified By:American Test Lab of South Florida;Inc. Other:.:Urge,miss le level"D Max.Span Is.16'-O"foe 30 Created by Independent Third Party:.Yes p.s.f negative,ASO toad depending on centermafes and Evaluation;Reports locking rod configuration for the HV8' •blade, -00 for+64;: FL389'R9 AE AMERICAN SHUTTER SYSTEM ASSOC., 72 p.s.f.A.S.D.load for HV blade for Keystone mountings INC:•DRAWING 17-107 PRODUCT OF EVALUATION 7'-0"p.s.f.for'metals stud mountings and 8'-0"for 110 p.s.f. REPORT:POF for HVSA working in unison.See sheets 7, 11 and 20 Created by Independent Third Party:Yes respectively of installation drawings for other spans and pressures; 389.3, Bertha`HV Accordion Shutter- Extruded aluminum interlocking blades retained by-tracks COMBO-(Non-HVHZ)-prwg 17-106 ,(top and bottom)for storm,protection Limits of Use Installation Instructions Approved for use in HVHZ:,No FL-389 R9 11 AMFRICAN SHUTTER SYSTEMS ASSOC-1 NC: Approved for:use outside HVHZ,*Yes DRAWIN 17-106 .BERTHA HV ACCORDION SHUTTER Impact Resistant:yes• SY5r.PDF 'Design Pressure:N/A Verified'By:American Test Lab of South Florida Inc. :Other:Large"rriissile, Max:16'-0"span at 3o p.s:f ASD load Created by Independent Third Party:Yes for Bladed and 18'-0"for Blade 2,See schedules on.sheet Evaluation Reports 12,25 and 28 respectively )13139 R9 AEF AMERICAN SHUTTER SYSTEMS ASSOC.. INC:•'DRAWING 17-106 PRODUCT EVALUATION REPORT.PDF Created by fndependent,Third Party:Yes Batik. -71 Contact tis::.2601 Moir Stone Road,Tallahassee F1132390 phos,e'850.487-1924 The State of Florida is an AA/E£9 employer,Copyright-007+2013 State of F#odda, :fsAgey Statemon ::,Accei slbllity statementRefund statement Under Florida:law,';emaii addresses are public reoofds.If you do not want your e•ma(I'address released In-response to b;public-records request,do not send electronic mail to this entity.Instead,contact the'pfrrce by phone or by traditfonar mail,If you have any questions,p#ease:contact 850.487.1345.+Pursuant to Section 455.275 (1),Florida litatuWS,effective October'1„'2012,licensees licensed under•Chapter 455,F.S.must provide the department.with an email address if they have one:.The. emacs provided maybe used for omdatcommunication with the licensee..However email-addresses,are public record.If you do not wish to supply a personal address,. please provide the Department with as email address which can be made available to the public.To determine if you.area#icenseeonder:Chapter 455,F.S.,please click here Product Approval Acceptlu GENERAL .NOTES: , 1. BERTHA N.V.ACCORDION.SHUTTER SYSTEM.SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D:)HAS BEEN VERIFIED FOR COMPLMCE IN ACCORDANCE WITH THE.2017.(61h EDITION)OF THE FLORIDA .BUILDING CODE THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. T DESIGN WIND LOADS SHALL BE DETERMINED AS PER:SECTION 1620 OF THE ABOVE.MENTIONED CODE,FOR A BASIC WIND SPEED'REQUIRED.BY THE.JURISDICTION WHERE SHUTTER.WILL. TABLE IF CON 1 TEN ITT S BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd=0.85,USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM(A.S.).)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15,,19 dr.20. - - IN ORDER TO VERIFY THE.ABOVE CONDITION,ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10:SHALL BE FIRST REDUCED TO'A.S.D,DESIGN WIND.LOADS AREA 1: WR ADEQI() • AA :BY MULTIPLYING-THEM BY 0;6-IN.ORDERTO COMPARE THESE W/MAX.(ASD)DESIGN PRESSURE RATINGS INDICATED ON SHEETS'11.THRU 15, 19-&20. ORDER To VERIFY THAT COMPONENTS AND ANCHORS W O THIS P.E.D..AS TESTED,WERE,NOT OVER STRESSED,A 33 X INCREASE IN.ALLOWABLE STRESS FOR WIND LOADS WAS NlJI USED IN THEIR GENERAL NOTES SHEET 1 A SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER,AWIND DURATION FACTORCD=1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. BERTHA N.V.ACCORDION SHUTTER SYSIEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER SYSTEM COMPONENTS 21-37 SHEET 3 ATL REPORTS: TYPICAL SHUTTER ASSEMBLY 38-.0 SHEET 4 TYPICAL WINDOW BLADE&WINDOW DETAIL -HV 131ADE 0 J0214.01-03,#0715.01-03,.11004.01-05,.#1214.01-05,80317,02-06.00609:01-10 AND 80210.01-11,AS PER-TAS-201,TAS-262 AND TAS-203:PROTOCOLS AND ASTM E=1886 AREA 2• FIV BLADE C1)AND HV 191NDOW BLADE A AND E-1996 STANDARDS(MISSILE LEVEL.D.WIND ZONES 1 2&3)-&81220.01-/O AS.PER TAS 201,203&203 PROTOCOLS LARGE.MISSILE. (WHERE APPLICABLE; -HV:WINDOW BLADE-®.80505.01-08 AS PER ASTM E-1886 AND E-1996(MISSILELEVET:.O,WIND ZONES 1,2,3) BASIC PROTECTION ONLY AND 8 0725:01-88 AS PER:TAS 202 PROTOCOL. TYPICAL'SHUTTER ELEVATION&NOTES ON LOCKS SHEET 5 2..HV BLADE Q AND HIV WINDOW BLADE © ARE ENGINEERED TO WORK IN.UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE-INDICATED ON SHEET 19 INSTALLATION•DETAILS A-F,CONCRETE/BLOCK SHEET 6 INSTALLATION DETAILS G=M; CONCRETE/BLOCK :SHEET 7 3.BERTHA H.V.ACCORDION PINS'(HV SCREWS);USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS.SHALL.BE(11422.75"AND 8140.75'RESPECTIVELY, 410-HT'MINIMUM.SERIES CENTERMATE DETAILS HIV SHEET 8 STAINLESS STEEL SCREWS WITH 135.0:k9i,YIELD STRENGTH AND 180'k9(TENSILE-STRENGTH. PINS SHALL BE COATED WITH BERTHA HV DACROSHIELD COATING,SYSTEM AS MANUFACTURED BY APPROVED CENTERMATE ALTERNATING DETAILS HW SHEET 9 COATING APPLICATORS,REGISTERED WITH AMERICAN SHUTTER SYSTEMS:ASSOCIATION.PINS.MUST BEAR THE HV MARKING_ ON THEIR.HEAD. 4-ALL ALUMINUM EXTRUSIONS SHALL BE.ALUMINUM ASSOCIATION ALLOY AND TEMPER AS.INDICTED ON SHEETS T AND 3. MINIMUM YIELD STRENGTH FOR 6063-TU ALLOY IS 30.0 kei AND.35:7 k9i FOR /BLOCK SHEET 10 6005-TS'ALLOY. END CONNECTION DETAILS 1-6,CONCRETE/BLOCK ' MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 12 5.A!1 SCREWS TO BE STAINLESS,STEEL 304 OR 316 AISI SERIES OR CORROSION.RESISTANT COATED:CARBON STEEL AS PER GIN 50018 MAIN SO k9i MIN:.YIELD S'TRENGT'H AND 90 ksi MIN.TENSILE'STRENGTH: ANCHOR SCHEDULE- CONCRETE&.BLOCK SHEET 13 AND SHAM COMPLY W/FLORIDABUILDING CODE SECTION 2411.3.3:4. - ANCHORSCHEDULE- CONCRETE`&BLOCK SHEET 14 6.BOLTS TO BE ASTM A-307 CALVANI2EO,STEEL,OR.P1S1 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksi:.MINIMUM YIELD STRENGTH. SHEET 1 SC 5 INSTALLATION ANCHOR SCDETAILS M-D SCHEDULE- WOOD WOOD SHEET 15 7.;SEE THE FOLLOWING SHEETS FOR ANCHOR;SPECIFICATIONS:NV BLADE(D;.'12,13,14,15 AND 20 HV BLADE Q&© WORKING IN UNISON: 12,13&15 INSTADLATION DETAILS fS-X,WOOD .SHEET 17 8.,THIS,BERTHA H.V.ACCORDION SHUTTER SYSTEM BEARS A U.S.PATENT 86'779,582.COMPONENTS OF THIS-APPROVAL ARE COVERED,IN WHOLE OR IN.PART BY U.S.PATENT 85'458,179 ISSUED TO EASTERN END CONNECTION DETAILS 7-12&X,,WOOD SHEET 18 METAL SUPPLY,INC. S.IT SHALL.BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO'INSURE:PROPER ANCHORAGE.CONTRACTOR TO SEl1l/CAULK .AREA u:.HV WINDOW BLADE 1(A ONLY ALJ:.SHUTTER COMPONENT EDGES.WHICH REMAIN,THRU.FASTENING IN.CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. TYPICAL SHl1R EA ELEVATION SHEEP 19 11)..EACH.UNIT MUST.BEAR PERMANENT LABEL IN A VISIBLE-PLACE WITH WARNING NDTEi OURINO PERIODS OF HURRICANE WARNINGS HOME OWNER,TENANT;OR OTHERS,MUST PROPERLY CLOSE ALL HV AND HU CENTERMATES AND ENGAGE OR LOCK ALL'HW AND HD LOCKS., AREA 4: W:WINDOW BAD 6)ONLY 11. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH.SECTION 1709.9.3 OF FLORIDA BUILDING CODE.ONE LABEL SHALL BE INSTALLATION DETAILS, METAL STUD WALLS .SHEET 20 PLACED FOR EVERY'.OPENING..LABELING TO COMPLY WITH SECTION 1709.9,2 OF THE FLORIDA BUILDING CODE. 1.2.BERTHA H.V.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED,IN THIS DRAWING PLUS.ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED-TO. - - 13.(a)THIS P.E.D.PREPARED-BY THIS ENGINEER is GENERIC AND.ODES.NOT PROVIDE INFORMATION:FOR A SITE SPECIFIC PROJECT,T:e.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT,BASED ON THIS P.E.D.,PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTORS RESPONSIBILITY. DRAWING SHALL ONLY BE USED TO (C)THIS P.E.D.WILL BE CONSIDERED INVAUD IF.ALTERED BY ANY MEANS; OBTAIN PERMITS IN THE. STATE OF FLORIDA (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT:WHICH WILL BECOME THE ENGINEER OF RECORD(EO.R)FOR THE PROJECT AND WHO:WILL Se RESPONSIBLE'FOR.THE PROPER:USE OF THE P.E.O.ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.E.D.ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS.FOR RENEW.. _ . (e)ORIGINAL P-ED.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE:PROFESSIONAL.ENGINEER OF RECORD-THAT PREPARED IT. FLORIDA BUILDING'CODE Non 'High Velocity Hurricane Zone /f' 02017 TILTECO,.INC. 020.17,EASTERN METAL SUPPLY, INC. �tGENS �9 BER HA HVTM IL E C O rNC. A■S.S■A■ Accordion Shutter System c d T H.V, BLADE#1 W/OR W/O H.V.WINDOW-BLADE TILLIT TESTING do ENGINEERING COMPANY American ENGINEERING sy9t8R1$ EV,N DEsompt10N DATE DRAWN BY: ,• ,�'\\\ E535'tLW.38th.6L.Sle 30S MRGIN4 GARDENS.FLORIDA 3516F Associe Iyutter TOF1, Inc. 1 OLD 15-085 07/27/17 DATE.' 07/27/17 Phan.:(M)871-1530.FOV.:(305)871--1531 4268 Westroods Drive 2 . �!�i44 a-mel.GlterooeoLeom West Palm Beach, FL 33407 5 DRAWING No AL� ° EB-0T!UffJ 17-107 111 WALTER A 0067 Jr.P.E.. 4 P.E. SEAt7LSLFrt1AYORE/GATE: FLORIDA uG./aalaz s SHEET 6 1 0P 0 ♦.. 3-.FOR%wow SLA6E tr _ Vo i rT �., e-•6•$'�• !,� 4.385 ^--.". m� 4 1 HV SOLID BLADE .i5 \a }jV M4130-* STARTER �V U�VJY�� ��LQUALIFIED EQR USE Wf COVERED UNDER US PATENT # 5458179 QUALIFIED FOR USE W/ HV BLADE(j) 0HV DIRECT MOUNT HV BLADE(? 7A HV WINDOWBLADE' 6005-TS ALLOY AND TEMPER QUALIFIED FOR USE'W/ HV 61263-T6 ALLOY AND TEMPER "SEE LIMITATIONS OF USE OF BLADE t@ ON SHEET 19 6063 BLA6Et7G R 6063-T6 ALLOY,AND TEMPER -76 ALLOY A TEMPE ;373:. I-'m 1:500" --•�.�--E ' y�0 m 3:556' n aYP:),_ L ,4947' 600". 670. :228' o M 072 N 642 92' HV /aDJ. ADAQTER 4V/LIP 12 6.072 0.0 2" .4?0 6 - - QUALIFIED FOR USE W/ HV ( HVA, -OVER TRACK _. Ijy AB1D LADE QUAUFIED FOR USE W/ HV HV TRENCH TRACK DJ. 'FL00 RTRACK 6063-T6 ALLOY AND TEMPER 13L ADE{t QUAtJFIED FOR USE V// HV QUALIFIED FOR USE W/ HV 5063-T6 ALLOY.AAD TEMPER BLADE( ONLY. (1�. HV RAINGUARD 6063-T6. BLADE Ld EA(115}D-TEMPER N VARES t 6063-T6 ALLOY AND TEMPER QUALIFIED FOR U,"S,E Wt,HV "'! .936" BLADE 7 T" 1.915". "q VARIES. 1.436" 606:1-T6 ALLOY A O,TEMPER aX i, •083" c 093" -093' '0 083' _.083" _ ,. -'•---I___r .�..:._ .100 0` 60" M 060" .:060"�� I 670 eaY NI x..093 9J 3) • . a 3 A m.„pl 670 L 1.686' .j" .t:.tA 670 3.529 n F : @2 HV HEADER/SILL 5xs 1'f HV CEILING HEADER �-.+ 1:3 ,Hp CEILING HFyADER/SILL. Q LiFtED FOR USE W/}1V BLADE•Y ONLY, QUALIFIED.FOR USE W/HV BLADE( ONLY 6063-T6.ALLOY AND TEMPER"' OUALiFiED FOR USE W/ HV BLADE �d IM.WlAi_t HEAD" SILL SEE SECTIONS FOR VALID SEE SECTIONS FOR VALIDITY. QUALIFIED FOR U56 W/ HV 6063-T6 ALLOY AND TEMPER 6053-76 ALLOY AND TEMPER BLADE(j)ONLY. 6063-T6 ALLOY AND TEMPER ., COMPONENT A I -B Tt TZ X Y I a MY.X MN.Y MrL t. 2` 2' 0.125` 1 t" .002" 17 2" S.MAX. 1/8" 1/8` 3" 3' 0.090 118 2' 5"MAX. 0:192 0.192" fu S(pE ANGLES id, CORNER POSTS QUALIFIED'FOR USE W/ HV ALUMINUM ANGLES g, 2.5" 7"MAX.10.190" 0.190' QUALIFIED FOR USE W/HV BLADE(�jt QUAUFIED F49 USE W/ HV BLADE Q 6063-T6 ALLOY:AND TEMPER _ BLADE Ut ONLY. � � 2" _5"MAX. 0.139" 4./31" 6063-T6 ALLOY AND TEMPER. 6o63-T6 ALLOY AND TEMPER FLORIDA BUILDING CODE(Non High Velocity Hurricane Zona i►rrNs�, 9 Y ij 17y,f' 002017 EASTERN METAL SUPPLY, INC. •'"n ®2017 TILTECO,INC. Q EN ✓ BERTHATM s� ?' A AL A Accordion ShutterSystem#L7E7CQ7iN . ■ . ■ KV. BLADE#1.W/QR W/D H,V.WMOW D.AL1E ,y } American ffer S sfems of u anod' cAiE 9wWN Y_ Lc � :7jr TILUT 7ESTiNG 8 ENGINEERING CQMPANY AIT( .ShU }t gV- N S • n" y 8355 N,x 36th:$F. Ste.305,Vl=NR 0 DDD,t1OMDA 33+6 AS90CIOftellr Inc. f_ OLD 15-08507/27/17OATEN .07/27(17 ✓L� IDR; �t PAane:(305)971-1530.Fe.:(3.05)871-wl 426$ Westroods Drive 2 DRAWING No TE OF tte-ma£8t1o8009Lcam West Palm Beach, 'FL'33407 ; 17-907 sf „•,••.•••4Q 1t WALM A.Taw Jr.P:E: P.E. F' €/DATE rLoamA u�.0 44Ws SH OF 20 t— 4 76� _ _ _ IIS"-20crJ•' 1/4•-30 L CAST 4" '93� fLAT RAO TMREN'EA NOLIS:NG ENa4FL ;0293" .745• , h T Ii-� P--�- `S OAxcR aIJNrEO 1THREnneb .E CASr �O• ! o I ml Nfl4cEDLMED L o j i m as 11 i oIGEN RRASS MNMR(WROME ( NE PLATED) PLATED) 27 HV CENTE MATE s, s, r 375 4 wl j�YL� HV EGRESS LOCK QUALIFIED FOR USE W/'HV SLADED& 1A ONLY 22 i�V.,,FLO TA ANG. CENTS o i T . 6063-T6 ALLOY AND TEMPER 041 (ED FOR USE Wj F31/BLADE iS& to ONLY ? 30z3 .I 675"1 QUALIFIED FOR {SSE-W/ HV QUALIFIED FOR USE W/HV 6063=T6 ALLOY AND TEMPER C2 8 ADEM& .3 ONLY. BLADE D& ONLY; OTALIFIED FOR USE W/HV'BLADE 1 ONLY -.f 250"a a. 518. jj74' 6063-T6 ALLOY AND TEMPER PLASrtc NFR9 _ o N 518,t^ '1 1.75G- .922'- 2,. Mot 17S3*� 01 SCREW ^ •W "�' •{`_-' ]' t 4.045" n t �ol G.�.. J �: `n 360'gFTER.RIVETING '.. 1 0 Oati BEFORE RIVE71H6 j4"$-20 x 3/4" S.S.'THUM4#SCREW t/_4`"9-20 RIVNUT* 'tSERIES-9444 ALUMINUM(2024-T3 ALLOY)LARGE FLANGE THIN 6' - ... W ( SHEET NtRSERT,PART 1 AS MANUFACTURED BY AVOEL t--�•+•� ,:M�'�-'�"--'� ^' • 6—�+4 CHERRYTr XFORN.PARSIPPENY,NEW JERSEY 07054 OR EOLIAL PLAN FRONT ELEVATION (,� "T" LOrK cENJERMAIE 4-586' HV " " LUCK HV ALTERNATIVE LOCK 2? LOCKER FOR "T" LACK CENTERMATE. QUALIFIED FOR USE W/ HV BLADE a ONLY 2 j HV F'EMJ�LE T LACK CENTER A E � x j 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE QUALIFIED FOR USE W HV QUALIFIED FOR USE W/ HV BLADE ONLY BLADE i ONLY. QUALIFIED FOR USE W/ HV BLADE t�j.�ONLY RR""'' W/HV SLADE(111 ONLY. U 6063^T6 ALLOY SAND TEMPER 6063-76 ALLOY AND TEMPS 5 7.9 7 1.9,7, {---- _ .._.�_ �. e,�-^-i Opt )•?�.. `THUMaRIRN 063 274 mi 083-- ,0&2 1p 5.2�:_ = iii CYLI ER OR M4' -'T' � C� ,5a5- M Y..Am N c m p N 0.675'Mtn:. Op 1 .125-MOX. (bl HD CE W NO G D T W C 0 "' 0 o .QUALIFIED FOR USE W/ HV BLADE t & SQA. QUALIFIED.FOR USE W/ HV-BLADE b& 9A 6063-16 ALLOY AND TEMPER - 6063-T6.ALLO,Y AND TEMPER `-' IN RO+ VARIES. 12`MIN., .QUALIFIED FOR USE N1/ HV BLADE 1 & iA AtJ4 o-2q SS.qR JJ6b-76 t 130" 6063-T6 ALLOY ND TEMPER '' .,I-TL{UMBTURN CCCETAL.lxuttDSCRfliS. tiJ2`. CYLINDER (SEE OETML3) BO OR KEY 1.57 Min CYLINDER *f ..._._ L76 Mex. g LOCKING ROILL "IF 41-137boo 'C.:l ttD. LOCK' QUALIFIED FOR USE.W/.W BLADE{1.J ( Hy j f j." _ A 6063-76 ALLOY AND TEMPER �,� 3,�$ $. �E,FETAL `�1 �Q- LSI "�04' BY REGENT HARDWARE MORTISE'LOCKS SERIES 2333 tiOtlK BOt.T LOCK. THUMBSCREWS FRIES Sj.S• THUMBSCREWS QUALIFIED FOR USE W/ HV BLADE(j)& LGA 5 INSTALLATION WILL. REQUIRE A 7/16" HOLE. QUALIFIED FOR USE W/ HV BLADE D ILLED AT'TRACKS FOR PROPER EMBEDMENT QUALIFIED FOR A MV BLADE;tT FLORIDA BUILDING CODE(NOn Nigh velocity Hurricane Zone tli�,.��R/t,Tj)A/�o,� 02017 TILTECO.INC. .. ®2077 EASTERN METAL..SUPPLY.rte... i 0ERTHA..R T.___...... ....... �01A A#LAccordion Shutter System■ • ■ ■ RV.RADE#t W/OR W/0 N.,V•1MNOOW-DAM 71" q"" !'pr/ 7 American Shtitter Systems qEV.N OESCOODON DATE DRAWN Of- 'LC. TI LLIT TESTING & ENGINEERING COMPANY Association,. Inc. , OLD 15-085 7J27/17 DATE'. r 07/2711 + "���� ! 6155 kw,seen.SL se :06.NRE1Nw GANG-ENS.rt iAPCM�33ta \ Peoeo:(305)677 IS3O.Fox:(305)875-1531 4268 Wesfraods Drive z DRAWING No mo ORION t'IteaoOoa.com West Palm Beach, FL 33407 3 4"A GRID l:E5-0006719 + 17-107 V •'••• `{•,� +{ WALTR A."MLLFI Sr.P.E. '�/ {�,ri FLORIDA U.1 44167 5 SHEET (}y P.E. SE9CrsAb REjDAIE. 6 3 OF'20 SHUTTER ASSEMBLY SCHEDULE FOR SHUTTER M HV 41 12'MIN. LFA CE .0625' .. 4D •-� TO BLADE P E4 . (� HV BLADE t 1 aE 1. .1875" 1 _ {(� 1 NV WNOO4 BLADE A625' AFM x-z .0625 .0825' HV BLADE 1A HV LONG RECESSED NYLON BUSHING a NUDE'S 'o oPEN1N A625 1075' Y Y j KNUCKLE 11—{Z V 39 �� 4 O.oez 3 HV SHORT RECESSED NYLON BUSHING 0 a M II FLAT PORRON i R1.7 0 HV NYLON HAT WASHER (D OR 'a c 4 i! B °; f 3 54' lw.Y HV WHEEL CARRIAGE AISI 302-303 SERIES i i 4��4 40 I.I n�. ! , ` f, 4z.87 D' X0.870"x3/16" THICK NYLON WHEEL. I 2 7/6"MINI HV NDOY7 CLEAR 0.788"e AI51 302 SERIES S.S. RNETS 5'0 i SBEINNI .0625' °3.4 3.7500" -4=.R625' 45' HV 1 3/4"ACCORDION PIN W/ #8 HEAD * EXTERIOR. 'uIJ �, E ON cE+iS::FJQ1�'" � (� - 7500` (a HV 2 3/4" ACCORDION PIN W/ #8 HEAD * •• YL 41 470"�,� ��"�� 2'1/4 j' - ' I _ cLEAn �i A HV WINDOW 8LA 9ETWSEN P .Ce �E `t��A AND a POLreaRBONaTE IMPACT RESISTANT HV WINDOW ( ©0R Q} 11( �—� or ® POLYCARBONATE HV WINDOW DETAIL 11' (SEE NOTE FOR AED IREMENTS) ' i ©0R 1 �cPOLYCAReONATE IMPACT RESISTANT HV WINDOW `{�--.- I BAYER MAXROLON 3103 POLYCAP.BONATE i i I 12"MIN,CL CE RESINS, UV-STABILIZED GRADE OR SABIC 70 BLADE SOMM INNOVATIVE PLASTIC LEXAN 103 RESIN 1 1 I i I 01 OR I I (SEE NOTE "F" ON SHEEP 19). (1) HV PIN 4@ SHALL ALWAYS BE USED AT ALL EXTERIOR 4a N BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV OR I i EXTERIOR POLYCARBONATE soeiRCEs Foci RIISLU Lav BLADE_ TYPICAL SHUTTERASSEMBLY i, NTUCEEF N.T... AL TYPICAL PROPERfiES STNSVAO W pawpaU xac rseeon� HV PIN®:0R`�r AT kEhnaxt �, a m (2) HV PIN @ MAY BE, USED IN LIEU OF ( AND ONLY AT E1cTERIOR � BLADE'S KNUCKLE. 0053'!3: EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV O 00:324' (SEE NOTE « FOR SP6pPC sn MATY A0792 c.c.s,bp. G.Ca W,4 BLADE WHEN CORRESPONDING TO INSTALLATION "11 SHEET 7. REQUIREMENTS) .QA$-II-- ® I.. TENSLE H0.D'STRETIGIH ASN 0636 8.400 P.i,. 9.500 Rsi. TYP. S FTEXWVi S1RMiN AT.TiE4II ASN 0740 12500 P..I. 13,4°3P. (3) HV PIN OR W/ 1/2" O.D. 1/16" THICK S.S. WASHER FLEXURA MODMUS Asn 5740 315.005"J. 3A4:p00"J.SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, ii MICK()1200 ASIM 0256 10 R-blin 17 R-Ips SHEET 1' M 4M-- IVS SMOKE ASt.0 0Et15iTT 2813 472 x 64.5 F V.VC WHEEL CARRIAGE DETAIL ASSEMBLY LAYOUT ^" °f 41°`"'"C `�"D805 °' ' °-'0 N.f.S. MF IMMOR ASTM 01929 1040.1 489_'F • MdTt�fR¢: ASTM G155 TEMU 51101 M AFTER WFAINMH' AM an93.2 P.,., 8@W-J. 1 HV BLADE SOLID-A JA HV WINDOW BLADE DETAILS TUME STRESS PITWE"TA ASN wS "G,p.1 �P�'' N.T:3.. tt4JJf��lJYs/ir��� ,1rt PL t FLORIDA BUILDING CODE(Hon Nigh Velocity Hurricane Zone' T- `� _ ($20777p7 EF$TERN METAL SUPPLY,INC. B 02017 Ta7Eco,INC. . THAM TM 1L ,E G O �He. A..&S.A, Accordion Shutter SystemKV. S"#1 W/.OR W/O KV. W INIM RADE American Shutter Systems REV.R OESCRIP H DATE OPAWN BY.- L.C. �:w Tti.LIT TESTING & ENGINEERING COMPANY O� �� Association, Ina. + oL0 15 08 7/27/1 oATE: o7/z7/n (Tr ��. ,GnS Nx.38th.SL.,St..365,MROMM GNMENS.RDMM 3316 4268 WCStrOaT)S Drive 2 Sr1 "j1�,�/�,� Phms:(305)87171530.Poi:(305)871-1531 DRAWING N0 w L)S./olYlt� '\V 1111 .—.1:41.0c60i9.c.m West Palm Beoch, FL 33407 3 17-107 _ AIL, rrr' WACTER A..TILUT Jr.P.£. ; FLORIDA Uc.p 44167 8 SHEET P.E. SEAL/SIGNATURE/DATE 6 4 OF 20 NOTES ON.HV LOCKS .AND GENTERMAES; U- �L.`5.41 ". ,f4,,��„���,�. 1. ►�{(iATO[�CONDITION 11:ONE HV LOCK 2�'or�SHALL BE USED AT'1/2 OF SHUTTER SPAN FOR ANY':SPAN "!: OR 12"ABOVE OR B OW 2 OF;SHUTTER SEAN OR SPANS UP TO 105•AND FOR INS: TIONS AT ANY ELEVATION:tiV.LOCK ."ori MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,.ATTACHED TO I OR f3 CENTERMATES W/(2) 1/40-20 x.1/2"LONG'FLAT HEAD.S.S.M.S. LOCATION OF LOCK,SHALL BE.AS INDICATED.ON TYPICAL SHUTTER ELEVATION. .®a LOCKS 2 Qom�$ ,, !F DESIRED,FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSE%UP TO TWO HV 18 a,'E.. - Oft ,§MAY BE USED A5 AN INSIDE OR.OUTSIDE LOCK.CONNECTION OF LOCKS TO CENTERMATES tlRSHALL.BE A5 INDICATED ON NOTE(1)ABOVE. IOCA ION OF LOCKS SHALL:BE AS INDICATED ON TYPICAL SHUTTER ELEVATION, ae- 3. 915 tw.ON MQH 112 ONJD ONLY WiElil Iii TORY CONDITION III OR LIMITED MMDAT0 IT - �-{ '�2.Ic USED W/J _({.V:-BLOCKS}• LOCKING RODS ARE NOT REQUIRED AT URRICANE.POSITION, BUT MAY (I 4 5 9oR 0 (4 _ i•-Ky'"��^ BE USED-IF DESIRED TO ENHANCE S HUTT ER PERFO MANGE LOCKING R005. OR AN:ALTERNATIVE- DEVICE MAY ALSO BE USED AT STACKING POSITION (NON�HURRICANE POSITION). :B c4„uxnlnAlnixY.CpWMQ Y2 ONE HV LOCK(5wy SHALL BE USED AT CORNER Ct 4TERMATES FOR ANY SPAN AND INSTALLATIONS.AT ANY ELEVATION. HV LOCK $ or SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, COr ATTACHED TO CORNER CENTERMAM W/(2) 1/49-20 x 1/2"LONG FLAT HEAD S.S. M.S.TWO LOCKING RODS 9 p, F AT TOP&BOT OM SHALL BE USED. LOCATION OF,LOCK SHALL BE AS INDICATED ON.TYPICAL SHUTTER ELEVATION. �t 11bC-NVD MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. s' S. ONE ALTERNATE HV LOCK. MAY BE USED IN LIEU OF HV LOCK or': FOR ANY SPAN AND . { ft= Stt INS: CATIONS AT ANY ELEVATION. AL RNATE LOCK MAYBE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT 4F 1/4'e-20.3/4'S.S.THUMBSCREW TO 0 OR CEMERMATES SHALL BE MADE W/ 1/4°0-20x3/4'ALUM. _ �F�ScD-yme 3 RIVNUT AS SHOWN ON SECTION HVE, SHEET 8. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER'SPAN OR TWO 1 �. Ce^Qo,Eyy, V LOCKS AT 1/3 OF SHUTTER SPAN, ®' U; AND6ATORYCOCONDITION 0 FOR KEYSTONE MOUNTING_IN�TIONS., ONE HV LOCK�j or�or�SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS'UP M.S. LOCATION OR INSTALLATIONS AT ANY ELEVATION.HV LOCK @ or @ or®MAY BE USED AS AN INSIDE OR TO.88 AND F ATTACHED TO�t or�SYMMETRICAL CENTERMATES WJ(2) 1/4-2Q x 1/2'LONG FLAT HEAD S.S. SEE END OUTSIDE COOK,OF LOCK,SHALL BE AS INDICATED'ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS g.34/0 CONNECTION J - -. OR iQ TOP AND BOTTOM IS COMPLETELY MANDATORY. DETAILS.ON O F L H I J K L M P: i$TTYYPS.tFULL T *NOTES ON i4y "T" LOCKS AND CENTERf+ms" HEIGHT. OF CORNER CENTERMATE lei:ONE ALTERNATE HV-'f"LOCK 6 .MAY BE INSTALLED IN LIEU OF FIV LOCKS®-OR FOR ANY SPAN AND @,�'}rn� we 6 - 7 DP$ e"+T O 1� + INSTAL.LATTO AT ANY ELEVATION.ALTERNATE LOCK,R Y BE USED A5 AN INSIDE OR OU !DE LOCK ATTACHMENT �'0 ' OF LOCK INCCUOES USING REINFORCING LOCKER .AS SHOWN ON SECTION HVG SHEET 9 WHICH MUST BE C3-8..V Da CONNECTED TO:CENTERMATES @ AND @ W/1/4'9-20 x 1 1/2"LONG 5 S THREADED BOLT W/7/8*0 x 3/32" .�,"�ol�.v.`18F cx AXMUM ABOVNGNUT OR E D4.BELOWI MIDSPAN, USEOOF TWO"Ox L4 KING RODS S'38*RIVNUT.L10CK TOP AND 88 TOMO ISS MANDATOED AT TDSPAN RY. OR 12" QD. R;s•@-(9.q,,5,R(�,��A *. OTI�t ES ON NO LOCKS & CENTLBMATTES; 1 HD + W/HD CEMERMAIT'S W/�3�i ::ONE ALTERNATE HD LOCK .MAYBE USED IN LIEU OF TYPICAL t1) HV BLADE SHUTTER ELEVATION NY LOdcS 0R EOR ANY SPAN-AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE NO LOCK 54 MAY BE USED AS AN INSIDE OR OUTSID LOCK.ATTACHMENT OF HD LOCK 04 TO @ IS W/-3#8 x 3/B`F.H.SS.M.S.,AND INCLUDES N.T:S. _ REINFORCEMENT INSERT AS SHOWN ON SECTIONS H08-HV8 AND HDC-NVC,SHEET']o.LOCK MAY BE INSTALLED AT MIDSPAN OR 12-MAXIMUM BELOW OR ABOVE MIDSPAN.USE OF LOCKING ROD;A,,IS COMPLETELY OPTIONAL lrprir�rf�!u��+ FLORIDA UILD11]N on High Velocity urricane one ItoQ� 62817 TILTECO,INC. -'- (02017 EASTERN METAL SUPPLY,INC. �' ERTHA MYT- "�' //�� ��++ ��rr //�� Accordion Shutter System —71�. >ttc. /y,#�3L�s7.sAw Kv t w/OR w/o w.v�tnv�!etAOE /y, ' TtlltT TESTING ENGINEERING COMPANY Af1161rTCCft'Shutter SystGMS ..H - DESCRIPTION ,maE DRWN aY: La ' FTEI \, 6=N.W.36.SF..Sb.305.VOMNA CARD'_N8.FLOAVA 33f6 Assaclation; Inc. 1 OLD 15-005. 7 27/1 wTE: U%/27/17 . on.,:{509)075 153D.Fox:(385)871-1531 4268 Westroods Drime 2 gRAWING N —.3;0W.60aa.— West Palm Beach, FL 33407 3 ss/QNA -0" vuT13:AC110671uff Jr.p.E 17-107 r ++ FLORIDA Uc.1 44167 5. SHEET P.E. 5EALJ5IGN"i�TURE/DATE s 5 OF 20