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HomeMy WebLinkAboutProduct Approval Florida Building Code Online Page 1 of 2 s-hnfit'b(e�)i�('(1)niiZo` SCIS Home ; Lag In i User Registration ? Hot Topics i Submit Surcharge Stats&Facts j ih,biicatbns ? FOC Staff � aCtS Site id9p } Links Search 3usines�� Prafessibnal °A Product Approval a° � �USFR:Publk Usar Regulation am fi—i rt N""'>nrndiel or Aorillcnn<+nSa,..�t>At:,lirttinrr I ist>Application Detail 3 VP FL p Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Emali 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 Weeley@easternmetal,com Authorized Signature Bill Feeley lrodriguez@easternmetal.com Technical Representative Address/Phone/Emall �1 Quality Assurance Representative p 0Address/Phone/Email Category K-57-te--1) `� bcategory Accordion Cance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer :f_ Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Walter A..Tillit,Jr.P.E. 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.Knezevicn,PE `�. Validation Checklist-Hardcopy Received Certificate of Independence 'LL1�� n9 +yJ NZr -E3;te{bN c7 t;!L NiiVi1?�;p,y- Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2005 ASTM E-1996 2005 Asrnt E-330 2002 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D littp://www.floridabuilding.org/pr/pr app_dtl.aspx?paiatn=wGEVXQwtDgvYYHI-12v.fvx5... 7/16/201.5 Florida Building Code Online face 2 of 2 Date Submitted 04/29/2015 Date Validated 04/29/2015 Date Pending F8C Approval OS/07/2015 Date Approved 06/22/2015 Summary of Products FL# Model,Number or Name Description 389.1 Bertha HV Accardi0n Shutter-Blade 3- Extruded aluminum interlocking blades retained by tracks(top and N_an-HVHZ)-Drwg 15-086 bottom)rot Storm protection ^ i Limits of Use Installation Instructions Approved for use in HVHZ:No Ft 4$P R( II A.S.S A,[Nr'. Qlxer(,.IS•PS+:rtur Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Harty:Yes Design Pressure:N/A Evaluation Reports Other:Large Missile Level'D".Max span is 12'-7"for 35 psf positive F;ai;9r n . n,F.r?r,P IYC ;5•� G.r; II ASD bad and 13'-0"for 35 psf negative ASO load the HV3 blade w/o Created by Independent Third Party:Yes window blade,5'-2"for 110 psf ASD 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 i In unison.Max.span for HV3 blade w/o window blade for installations into i 1 Metal Stud walls is 79"for max.ASD pressure rating of+72,-72 and 84" } -for+64,-64 2sf.See sheet 5 for otherspans and ASD pressures. I i 389.2 Bertha HV Accordion Shutter-Blade I Only- Extruded aluminum interlocking blades retained by tracks(top and { Non-HVHZ)-.Drwr�35•g-85 ___ bottom)for storm protection 9 Limits of Use Installation Instructions -- — —-- 1� Approved for use In HVHZ:No F(."a39 RS if 4_;.S A,IN, Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Large missile level'D".Max.Span is 16'-O"for 30 p.s.f negative f-L',89 R8 AE A.S.5.h.INt. P,U it__Us;ivG..S riRS ti V_); ASD load depending on centermates and locking rod configuration for the Created by Independent Third Party:Yes HVS blade,W-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 W-0" for 110 p.s.f.for HVI,and HV1A working In unison.See sheets 7,11 and 20 respectively of installation drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter-COMBO- Extruded aluminum Interlocking blades retained by tracks(top and (Non-HVHZ)-Drwg 15.084 bottom)for Storm protection Limps of Use Installation Instructions Approved for use In HVHZ:No E1,ak19 R8 li A S.S A INC. QRWG 5.084.W i Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida Inc. Impact ROSlstant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports l Other:Large missile.Max.16'-0'span at 30 p,s.f ASD load rat Blade 1 F1.389 ni{ Ate A.s.5.A.mr. P r.R ratvc and 18'-0'for Blade 2.See schedules on sheet 12,25 and 28 Created by Independent Third Party:Yes j respectively t��•° v:l:;f: Cw+nut Us;;1940 Horth Monroe Street Tailahassn�FI.32399 Phone:ASO.407•tn2A The State of FIDrlda is an AA/EEO employer.Copyright 2007.2013 Stale of Florida.::PrlvatY Statement::Accpssibiihv Statement::6elalig Statement Under Florida law,email addresses are public retools.Ifyou do not want your e-mail address released in response to it public-records request,do not send electrowc mall to this entity.Instead;contact the office by phone or by traditional mail.If you have any gtieSUOus,please contact @50,487,1395.•Pursuant to Section 4SS.27S (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter4SS,F-S.must provide the Department with an email address if they have one.The m ¢ ails provided may be used for official communication with the licensee,however email 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 determine if you are a licensee under Chapter 45S,F,S.,please crick ht=. . Prod4et Approval Accepts: l En Mt:F l ech-1 http:/Iww4v.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQNvtDgvYYHH2vJvx_5... 7/16/2015 GENERAL NOTES: 1.BERIHA H.Y.ACCORDION SHUTTER SYSTEM SHOWN ON THS PRODUCT EVALUATION OOCULITH(PED.)IROS BEEN VERTIGO FOR COMPLIANCE W ACCORDANCE MATH TRE 2014(5th mDiDN)OF THE FLORIDA BUILOLYG CODE THS ACCORDION MUTTER SYSTEM SHAL NOT BE INSTALLED AT 11Ki1 Vfi.O(DIY HURROCARE ZONES. OEM WOO LOADS W14IL BE DETERMINED IS PER SECTION 1620 OF THE A.WWE MENTIONED CODE,FOR A BASIC WIND SPEED RFOUAED BY THE JL 4SD:CTMN WHERE SHUTTER VOLL TABLE OF CONTENTS BE INSTALLED WITH A DEtECTIONALDY FACTOR Kd>0.85,USING ASCE 7-10 ANO SHALL NOT UCEED THE MAXOWN(ISA.)OEM PRESSURE RATINGS INDICATED ON SHEETS 11 TKRU 15.19&20. IN ORDER TO VERIFY THE ABOVE CONOMM ULTWATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D.DESIGN WIND LOADS AREA.1' 1(V BLADES T dt BY WLIWLYING THEM BV 0.6 IN CRDERTO COMPARE THESE W/MAX(ASD)DESIGN PRESSURE PATHS INDICATED ON SfED19 11 TIMI 15, 19&20. GENERAL NOTES SET 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.,AS TESTED,WERE NOT OVER STRESSED,A 33 R INCREASE IN ALLOWABLE STRESS FOR WIND LOAM WAS=USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 AIALYS&HOWEVER,A WIND DURATION FACTOR CD-1.50 WAS USED FOR VERIFICATION OF FASTENERS IN Wn0(A SY'TE71 COMPONENTS 21-37 SEIEET 3 TS BERIK4 N.V.ACCORDION SHUTTER!SYSWS ACEOUACY FOR WIND An LARGE MISSILE IMPACT LOAD S BETON VERIFIED W ACCORDMCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CDK AS PER SHEET 4 AIL REPORTYPICAL SHUTTER ASSUABLY 32-44 TYPIRSAL IYOLDOW BLADE&WINDOW DETAIL -HHV MADE(P ID214.01-03.10715.01-D3.11004.01-05,11214.01-05.10317.02-08.(0609.01-10 AND 10210.01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1666 AREA 2. HV Bt An C17 Up MJ�Npow gi_pp (�1 AND E-1696 STANDARDS(MISSILE LEVEL D.WIND ZONES, 1.2&3)&1122001-10 AS PER TAS 201,203&203 PROTOCOLS LARGE 60550E (WHERE APPLICABLE]. -MA WHOM BLADE®10593.01-03 AS PER ASTM E-1886 AND 0-1996(MISSILE LEVEL 0,WIND ZONES 1,2.3)BASIC PROTECTION ONLY AND/0725.01-85 AS PER TAS 202 PROTOCOL TYPICAL SHUTTER ELEVATION&NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F,OONCRETE/EILOCK SHEET 6 2,HJ WDE 0 An IN WINDOW!MADE® AVE SCINTERED TO WDRK IN IIBSDI WITH EACH OTHER UNDER THE GENERA.UURATgNS AND COMRfIWG OF USE MDIGIED ON SHEET 19 INSTALLATION DETALS G-K MCRETE/RUJCK SHEET 7 3.BERIHU H.V.ACCORDION PINS(NW SCNLWS),USED AT 81AbCS KNUCYIE AND FOR DIRECT MoJW CONNECTION TO TRACKS SHALL DE 114+2.75'AVD/14.1.75'N:SPE'CTIVUY,410-HT MINIMUM SFR;ES CITE ��IW SHEET 6 STALK M STEM SCREWS WHH 135.0"YIE7.0 STRENGTH AND 180 kA MOLE STRENOTH.PNS SAIL BE COATED WITH BERTHA KJ OACROSHIELD MATING SYSTEM AS MANUFACTURED BY APPROVED CENTERMATE ALTERNATING DEUi,S HV ..SHEET 9 COATMG APPI=ORS,REGISTERED WTTH AMOMAN SHUTTER SYSTEMS ASSOCIATION.PRG MWST BEAR THE EPJ MAR)=ON THEIR HEAD. 4.ALL ALUMINUM D(TRUISBTha SHW.L LE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3.MINIMUM YIELD SERENOM FOR 6063-18 ALWY IS 304 kai AAD 35.7 W FOR END CONNECTION DETAILS 1-G.CxONCREMALOZK SHEET TO 6005-IS ALLOT. MNOMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE-CONCRETE&BLOCK SHEAT 12 5.ALL SKEWS TO BE STANLE5S STEEL 304 OR 316 AA SERIES OR CNNSOSON RESISTANT C:OATEO CARBON STEER AS PER DIN 50016 WITH 50 k5.MIN.YIELD STRENGTH AID 90 Is1 MIL.TENSILE STRENGTH. ANCHOR SCHEDULE-CCNL'RETE @ BLOCK SHEET 13 AND SIXL.COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.34. ANCHOR SCHEDULE-CONCRETE @BLOCK SHEET 14 S.BOLTS TO BE ASIM A-307 GALVANIZED SEEM.OR AS 304 OR 311)SERIES SOYNLFSS STEPS.WITH 35 k9 WN]NW YIELD STRENGTH. ANCHOR SCHEDULE-WOOD SHEET IS 7.SEE THE FOLIDWWG SHEETS FOR A%VtOR SPECO ICATKRMS;HV BLADE O' 12.13,14,15 AND 20 INSTALLATION aETAILS M-R,iq'DC{J SHEET 16 INSTALLATION DETAILS S-X,WOE IN BLADE(D&® WDRKFNG IN UNISON: 12,13&15 51REER 17 B.THIS BERTHA H.Y.A CCROION SHUTTER WSTEU BEARS A U.S.PATER 157,'9,567_COMPONENTS OF THIS APPROWAL ARE COVERED,M WHOLE OR IN PART BY U.S.PATENT IS'4SB,179 isssum TO EASTERN END CONNFCHON OETATS 7-12&X.WOOD SHEET 18 METAL SUPPLY.INC. 9.R SHALL OC THE RESPO75BII1TY OF IIIE CONTRACTOR TO VERIFY THE SOUNDNESS OF ThT STRUCTURE 141MRE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCILORY C,CONTRACTOR 70 SEA./GSP.K AREA 3• W WINDOW BLADE (W ONLY ALL SHUTTER COMPONENT EDGES WH01 REMAIN,THOU FASTQIMG IN CXkMMXKIS CONTACT WITH THE BUILDING TO PREVENT WIND/WW:INTRUSION, TYPICAL SHUTTER ELEVATION SHEET 19 10,EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARN=ROTE DMHG PERIOD S'Dr HURRICANE WARNINGS 140ME OWNER,TENANT.CR OTHERS,MUST PROPERLY CLOSE ALL IN AND IVO CEFIEFWA1tS Arm ENGAGE OR LOOK ALL IN AND rm LOOS AREA 47 HV WINDOW BLARE njON Y 11.SHUT' MMUFACURars LABEL SAIL BE LOCATED CH A READILY VS3LE LOCA06N AT ACCORD'AN SHUTTER IN ACCORDANCE rd SECTION 17100.3 OF FLORIDA BUILDING CODE ONE .ASEI SHALL BE INSTALLATION METALS, METAL STUD WALLS SHEET 20 PLACED FCR vm?y OPENING,LABELING TO COuPLY WIN Stmoa 1710.8.2 OF THE FLORIDA BUILDING CODE 12.BERTHA H.V.ACCORDION SHUTTER SYSTBN`S INSTALLATION BULL COMPLY WITH SPECS ROCAIEJ IN THIS DRAWING PLUS ANY BUILD24 AND ZONING REGULATIONS PROVIDED BY THE JURSWCIDN WHERE PERMIT IS AF711-ED TO. 13.(a)TUNS PLED.PREPAID BY THIS FNNQNEER IS GEREMC AND DOES HOT PROVIDE MM.WA IDN FOR A SITE SPECIFIC PROJECT;F.a.WHERE THE SITE CONDITIONS I)CMTE FROM THE P.EO. (b)CONTRACTOR TO BE RESPONSIBLE FOR THIS SELECTION.PURCHASE AND INSTALLATION INC.IUDING LIFE SAM OF THIS PRODUCT.BASED ON THIS P.ED.,PRC rDBH HE/SHE DOES NOT DE TE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE NXRORACTC:FTS REA'ON516LLNY. OBTAIN PERMITS IN THE STATE OF FLORIDA (c)THIS P.E.D.WILL BE M!NSDERED INVALID IF ALTERED Of AIY uEAS. (4)SITE SPECIFIC PAWMS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECGM£THE ENGINEER OF RECORD INANE.)FOR THE PROJECT AND WHO WELL HE RESPONSIBLE FOR THE PROM USE OF THE P.EO.ENGINEER OF RECORD,ACTING AS A DELEGATED ENGOXER TO THE P.ED.MNEER SHALL STADIA 1O TMS LATTER THE SIE SPECIFIC ORAYANGS FOR REVIEW. (e)GRIMM PLEA,SHALL BEAR THE 847E AND CPoCDNL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED R. Ib FLORIDA BUILDING CODE(Nan High Velocity Hurricone Zone 2015 EASTE/>;•H NETAL SUPPLY.INC. BERTHA HV I �„® ra `R! ZV Mco I qR$ S A Accordion Shutter System a 1Nj = ■ ■ m H.V.MADE#1 W/OR W/0 H.V.WNWN 13ADE American Shufter Systems Ily,n, Vv;CzTION CATT MAN W. Z TIL.LIT TESTING & ENGINEERING COMPANY W.5 NN.Rte.u.M.=.11KWA GW4(a.JIM,1710, Association. Inc. i OLD 11-192 L/13/15 OA[ 4/13/1-- P...; /13/15P...:(703)871-1530.Far:(305)871-1531 4,268 Westroads Drive 2 West Palm BBach, F1 33407 a DRAWING No ANAL EAAN*A` WA i71A-OnL719r P.E. N 15-085 P.E. SEA[N �I SURE/DAIE °A` /4707 3 SHEET 6 I OF 20 -YriDA trmCtil Wtt® �B • VAM Isla, -1.961- • i 6 'w ya. .1 X00• p a+5,' 6t 03 1 R 4 711 i l HST .37 p• T ( HV UNIVERSAL ELIDATE I ouwFIED�oR USE w/ COVERED UNDER US PATENT 5458179 OUAJFlED FOR USE w/HV BLADE T� O HV BLADE(J 1�A HV WINDOW BLAD 6005-75 ALLOY AND TEMPER QUALIFIED FOR USE W HV 6063-76 ALLAY AND TEMPER 'SEE WITATIONS OF USE OF BLADEON SHEET 19 BLADE CI) 3Y ® 500' 6063-i8 ALLOY A TEMPER 124• J 6063-T6 ALLOY AND TEMPER •226- 1 .065' 3iD5G' (�•� � _ 2.670• •� — LQ72 • ( 642 J• 515' .092' T ............ �C v w UP a.cx 1 J 1�7a iw A072' _. _ Qg7Z �B)NV WALK-OVER TRACK 6 DJ. 0 BLADE 01 QUALIFIED FOR U.E W/ HV 9�HY TRENCH TRACK I 3 6063-T6 ALLOY AND fEVP£R BLADE OUAJFI£D FOR USE W/IIV ;/7•�� HV 6063-76 ALLOY 1 0 TEMPER BLADE(3)ONLY. tiJ HV RAINGUARD BLADE 6063-T6 ALLOY AHD 0 TEMPER 6063-T6 ALLOY AND TEMPER QUAJFIEO FOR U E W/HV/vA?3 T' 1.915' BLADEA, 1.931: ( VAAES 1.926' 6063-T6 ALLOY D'TEMPER 1_977' .09]'' T '..—....._.... .100• ..,� 'L OA3' .12ti' .f%0 mi .093' .09$,_,pI • n � _ 870 t c70? 1.666• 2 (IQ,(1�1 HV CEILING HEADER Q HV HEADER/SILL 13 HD CEILING HEADER/SILL L41p FIED.FOR USE W/NV BLADE(1l0NLY• MAIMED ORTE ALLOY a o MADE ONLY QUALIFIED FOR USE W/HV BLADE 7Q 1�4 HD WALL NEAOER/SILL SEE SECTIONS FOR VALIDI SEE SECTIONS FOR VAUDTNY. QUALIFIED FOR�USE W/ IN 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE,:)ONLY. 6063-TC ALLOY A14U ICMPER r COMPONENT A a Tl Tz % Y t XMMY MN; 1• 1• ? Y E 2• z• s•wa.� Ids- 1/8• 3. 3. D.rn•• 2- 5-WM.E 0.192• 0.192- q- .— 1® SIDE ANGLES —- -- oUALIFIED FOR USE W/HV ALUMINUM ANGLES @ 2.5• 7•MAX!0.190. 0.190- � CORNER POSTS SEI B(.ADE QUALIFIED FOK USE Y7/HV ! �AIJFNEDB�t(D .V/HV 6063-T6-ALLOY AND TEMPER BLADE(j)ONLY. 2' 5'W. YJ 0.139' 0.131• 6063-T6 ALLOY AND TEMPER G063-16 ALLOY AND TEMPER � � 110RIDA BUILDING CODE Han High Velocity Hurricane Zane N.Tit���'//, ®2015 EASTERN METAL SUPPLY,INC. �t ........... BERTHA H TM Accordion S mA■ ■ A tv.amE#1 w/0R w/o KY.WINDOW RACE *= American Shutter SystemsDATE - *; �/. /. �• = TILLIT TESTING &ENGINEERING COMPANY y D�OFID110N *w 61: R„. STAZE OF x351 Nk.snn�.s•.3a 6N 5 z ]31 Association, Inc. iI OLD 11-192 +113/15 0AE -a/1x;15 Plan:(sos}6T1-15w.r..(]05;671-1531 4268 Westroads Drive a xeAt 0 riot'. ^a b,ter000m,cnm west Palm Beach, FL '55307 3 DRAWING No 1.71-0006719 15-085 . SI {�fil ,•� WALTER A TCLR Ar.P.E TTWOA L;�1 44167 5 SHEEP P.E. Nk"f11GNrt1`U�RE/DATE c 2 0 20 iQ. - '7MS/LYL H41R�2 WMa 4,676• 7A6• (' { p, .74s• -- o t�� ! S.SY.S e m P+m1-.D �Wi1XU, usi (z IIP.) , fAu eA .OG2" 1 .._ _ o.•� � R gi4a -n, R76• 376 1 2 {` ;URASS CMDEA ��• ! f I' LecLT^,(o«a E TowOuC RAi Tn 2© HV CENTERMATE Pa, k-- - ,.a2s '`-. ® HV EGRESS LOCK OUALIF7EDFOR USE 6063-T6 ALLOYtANOBfuPE�& ONLY OUALTF'IFA•H-FOR,USE Wf Hv Dt t ONLY � o I OUALIFlED OR USE W/HV QUALIFIED FOR�US`E Wf NV 6063-T6 W/ AND TEMPER `+ B7hDE T�& ONLY. BLADE 1U&&ONLY. QQIFIED rOR USE W/HV BLADE(l)ONLY aD' .Te• 78" ENTERMkM B 6063-T6 ALLOY AND TEMPER PLASM TU 7.756• 4.0 1. u0 SE 2� 079' • REW 360•AFTER woN0 CIA� n 6 BEFORE RNETD7v 1�4"x-20 X b�4" 1/4"0-20 RIVNUT* 5 S THUMBSCREW _I — m *SCIbLT 44M AA9FhW4(NR4-13/L1r+Y}UfSC FLlME TIG I ---i 11 ..•t stm hinw.Wr f cm AS WhUFACMM BY A19EL PVN waa aLVIJ01+ HV MALE "7" LOCK .CENT RMATE _ i•�'.—.__�. GAY TExrac+.rA•rsrPerr.WN aaccY mw+oR Ecuu. -- HV "T" LOCK HV ALTERNATIVE LACK OC EOR "T" LQCK CENTERMATE QUALIFIED FOR USE W/I4V BLADE(9041Y q HV FEMALE "f=LOCK CENTERMA7E � QUALIFIED FOR USE W tr+ QUALIFIED FOR USE W/HV BLADE ONLY 6063-T6 nuor ANO iful'fR OUAUFtED FOR USE W/ HV BLADE MONLY W/HV B�E�ON� BlA0E U7 ONLY. f 6063-76 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPS 1.917• `'Q� I'—• _i �i 'i l•--•- a / c-ni6Y6EURN obs- I ' L KEY Cr I OR 7x14• ' .O+.T _.062•..214.2 _r- '....L'W KEY GYLC.v6R 1^ .125•Nm. HD CENTERMATE Y1/ NO LOCKING ROD C ER ATE lq C w e "° o N OUA IFlED FOR USE W/HV BLADE(T}&v HD FOP.USE w/HV BV+DE 1 & I( I ss f .aw• 6063-T6 ALLOY AND TEMPER 6063-TG ALLOY AND TEMPER VARVES,t2•NM, _ QUALIFIED FOR USE Wf HV BLADE(( &!t ft`INSERT +30' 6063-T6 ALLOY AND TEMPER - f 7777 �TFNMFtiUWI i ..ttpLL Txa105GtLl+s 41f2' tttt� OR KLY2 OR KEY - - - __ .,•—.�A 315 .__ 137 Nei MINDER gQ * 1.70•Nu. X' Q •1f4'9 ® HD LOCK OLTA.LIFiEO FOR USE w/HY wo--TT (�1�} f��' j 6063-T6 ALLOY AND TEMPER C.:/ IiV 3/t3"0-1CZ ACETAL L!1 IE fZ 0-2Q ASI WS BY RfGEzr LIFIIEIME NQUSE /H SFRE$2333 riO07(DOZY LOCK © UM 5 ES OWWFiED FOR USE W/tN otAOE°�9�&OA Q DRIU.E REQUIRE PROPER EMBEDAHNT QUALIFIED F t1 11- Ei BLADE�i QUALIFIED FOR USE W/W BLADE 1� FLORIIIA BUILDIItG CODE(Non High Velocity Hurricane Zone �i� 0 2015 EASTERN NETAL SUPPLY,INC. ....'•: BER—THAHV,M 1L E C O Frac.N A■S■S■A■ KyACcord�ORnwShutter, yWH am k fj DE American Shuffer Systems Ev.NSI DESC Tm+ BATE I 0R^w Dr: M.L TIL.11T TESTING & ENGINEERING COMPANY 5T ct : Association. IAC, OLD 11-192 (/13/1510A.'L 4/13/15 i'a^ �, S1' �� 6315 K.K.36;n.St.51e.705.v'i+JatiN W t-.'ti<.ia7.r,A4H 171r • 'jj-°�-•-ELOR ' 1"as Pham t(x6}.97,-;620.F-:(305)67f-1s3z 5268 Westroods Drive 2 1 _ DRAWTN7G No ��% FF'••.....•'���: a-m SccoOsd.com West Palm Beach, FL 33307 3 1 ` nM-ODA. 1i..P.G s A{ 15-085 � sion� �tTtnnlnit1L FLORL:4 t 44167 sHEEr P.F". SEAT-/SIGNATURE/DATE 6 3 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR HV Q HV 3/8 t2'Y1N. ~t10E TO 1� T,v BLADE 1 41 j 1nADE 1 .1615' 3 ® HV BLADE to ! NM WkDOW WDE .0626 y_x ns:s .0625' ® HV LONG RECESSED NYLON BUSHING ti tIi n NNE ® ;JE75' Y �HVJ(al SHORT RECESSED IMON BUSHING rr oHV NYLON HAT WASHER H I { tRlfHV WHEEL CARRIAGE AISI 302-303 SERIES0.870-x3/16'THICK NYLON WHE0.. © N z 1/e.M24. - 1N 9/D1DON 0.188'0 A151 302 SERIES 5.5, RIVETS 315'e CLEAR SEPARATION 32 . 90KEE+ .0626•_ A62s' ® NV 1 3/4"ACCORDION PIN W/ J8 HEAD * EXTERIOR I 41), ,o OPtttty C31 Mw s aiexs ' - ® HV 2 3/4'ACCORDION PIN W/¢8 HEAD * .I 41, t�' - '`I 'f_• 4 nrvnYw POLYCARBONATE IMPACT RESISTANT HV WINDOW i e-rxEEn ® j j x:.17.. TYPICAL HV WINDOW BLADE 1�?A AND (3�j POLYCARBONATE HV WINDOW DETAIL ® , OOR Q I 4 or i I ¢ [ISE No1E roRU1RwCN75) '• OORIIMPACT RESISTANT HV V1117 [`!BAYER MAKROLON 31G3 POLYCARBONATE CE RESINS, UV—STABILIZED GRADE OR SABIC EQUIREMEWS AT EXTERIOR BLADE KNUCKLE FORsc I To H1ME M INNOVATIVE PLAS IC LEXAN 103 RESIN + O OR I (SEE NOTE 'F" ON SHEET 19). o w (1) HV PIN }®SHALL ALWAYS, BE USED AT ALL EXTERIOR � �N� i BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1Q ORI POLYCARBCNATE SOURCES FOR © i i EXTERIOR HV BLADE. TYPICAL SHUTTER ASSEMBLY R�tt,6 ILr.s. (2) ITV PIN Q MAY BE USED IN LIEU OF 0 AND ONLY ATPm©exT�ioa EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 7Q ea3z4 euOE s wucxlE. arare (SEE NOTE FOR svcvc crautr ASTM ores ooaT s/w' 0.0+3 a/H BLADE WHEN CORRESPONDING TO INSTALLATION '11 SHEET 7. oases gEOUiRE1rENT5) TTP. I i = iD`l'.E.YGD F9Jr+M AS+Y 06`.-0 C.+M DaJ, aSCOPsA (3) HV PIN@ OR @,W/ 1/2' O.D. i/18•• THICK S.S. WASHER 0 i r rsuw+.smasa+Al a+n As M 0 ea 2500 Pu ts,4x PSJ. t1FXAeDL+IC04elY ASTM CrGO HOPm Pad 311=P.fl. SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. 3 i SHEET 11 mmw Cm .ry R -I90 +e" is Fr-0!n ® � t WHEEL CARRIAGE DETAIL '"° Dewy Am w„a `C2 x _l x u Is. MEMBLY LAYOUT PA4E or cum A M Deas a+t,= D-+ews mr nOnaN rsn 01M Taw T am r Asn.13 nW=5=nO i Anpt A^Y DM Gqt pat B!ea PaJ. BLADES HV WINDOW BLADE DETAILS mu"w Molt wula" An ewI 616ty1 N.T.S. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zane ARA,ER p.r�<<il'�� 2075 EASTERN METAL SUPPLY,INC, I --�•a--...— BERTHA HVT,., ILIEC� ��� A®aS�S�A� Accordion Shutter System e KV.MADE#1 W/OR W/O)tv MANDON MALE American Shutter Systems DESGPJPDON DATE IN ley. UL SSTT TICCIT TESpNC do ENGINEERING COMPANYD Association, Inc, OW 11-192 4/13/15 OAT& 4/13/15 J•, ATE =OF0666 an.er N r se. as.ry cw t+mo IwP2a u;a Pune:(305)3371-Ts3D.Fat:(�0slelt-,sat 4268 Weslroods Drive 2 DRAWING N0 �,FdS ,-ernog West Polm Beach, FL 33407 3 15-085 /0 Ey�;.o` WKTIN A DLLrfJk.Pr P.E. �` /6101 RE DATE 'xa�°" !x4167 s SHE OF 2D i "NOTES ON HV LOCKS AND CENTERMATES: • e C 6 r Y N S T u yy,,ff�� 1.LAXIMATORY CONOMN ftONE fiJ LOCK®or SWILL FT£USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12"A30,V OR OYJ 2 OF SHURER SPIN R SPANS UP TD 105;AND FOR INSi iFOfS ANY ELEVATION.fN LOCK or MAY BE USED AS AN INSIDE OR OUTSIDE LOCI(,ATTACHED iD�OR(a CEFRERM4TES W/(2) 1/4b ED-20 X 1/2"LONG FLAT HED S.S.M.S.LOCATION OF LOCK$HALL BE AS INDICATED ON O0. — Y9 TYPICAL SHUTTERA71ON. 8 2. fF DESIRED,FOR BETTER PERFORMANCE OR FOR SECtMN PURPOSES.UP 10 TWO HV �" LOCKS Q$OR MAY B£USED AS AH INSIDE OR OU1S®E LDCL CONNECTION OF LOCKS TO CEMERMAlES I.lo.SHALL BE SHALL BE AS NOTE(1) ON TICAL SHUTTER ELEVATION. Y-_ > 3. H.Y.LOC W.LOCKNG RODS ARE NOT REQUIRED AT HURRICANE POSITION,BUT NAY -- d �6 rn c�4� .,y•` BE USED IF DESIRED TO ENHANCE SHUTTER PERFORUANICIL LOCKING RODS 0 OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). ry -• <. •ONE FIV LOCK �' SFU�LL BE USED AT CORNER CEHTEFLMATES FOR AYY SPAN CJ II AND MSfALLADDHS A7 M7 ELEVATION.HV LOCK( Dr 5}iWl.HE USF9 AS AN OUTSIDE OR tNSIOE LOCK, ATTACHED7O CORN''ER CENTERWITE W/(2) 1/4 0-20 X 1/2"LONG FIAT HEAD S.S.MS TWO LOCKNG RODS § � AT TOP& BD4014 SHALL.BE USED.LOCATION OF LOCK S1W1 BE AS INDICATED ON TYPICAL SHUTTER El£VADON. C/ 0 MA%ILNM SHUTTER SPAN SKNl BE DETERMINED 1S PER SCHEDULES SHOWN ON SHEET 12. 5. y 39 ONE ALTERMTE HV LOCKK MAY BEg ED IN UEU OF HV LOC, Dr FOR NLY SPAN AND ItSTQlA770NS AT ANY£t.EVATW^N.ALTERNATE LOCK 2�MAY DE USED AS ATN SI�OR OUTSIDE LOCK.ATTACHM(DNT r.1Di OF 1/4'0-20x3/4"S.S.THUMBSCREW TO 0 OR 0 CENTERMATES SHALL BE MAZE W/1/4'0-20X3/4"ALUM. i ��" 1T�� RNNUT AS SHOWN ON SECTION HVE, SHEET 8.ON LOCK SHALT.BE USED AT 1/2 OF SFAMER SPAN OR TWO X LOCKS AT 1/3 OF SHUTTER SPAN. 8,UANDATORY CONDITION i3 COR KEYSTnNE NOLs±TINO IV i Q=-!SONE!N LOCK or Dr(a SHALL BE ?\ USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BELOW 1/2 Qi SHARER SPAN FOR SPANS UP I 4 )W.AND FOR INSTALLATIONS AT ANY ELEVATION.HV LOCK 6 or @ Ar @ UAY BE USED AS AN 11190E OR 1 y OUTSIDE:LOCK.ATTAC14ED TO Or a 0 SYMMETR!CAL CENTERUATES W/(2)1/4'-20 x 1/2"LONG FIAT HEAD SS. SEE END--� ! MS.LOCATION OF LOCK SHALL BE AS L.INDICATED ON TYPICAL SHUTTER ELEVABON. USE OF LOCKING RODS 0 W/Q� CONNECTION OR<D TOP AND BOTTOM IS COMPLETELY-MANDATORY. DETARS ON D f [ N 1 ) X L Y P 0 X Y M T 18 77STYP FULL L im M• " *NOTES ON HV "T" LOCKS AND CENTERMATES: axnnm XmH�— OF CORNER 1.SECOND AITFRNATE TO MANDATORY COMMON!I VALID OILY FOR LN"T"LOCK 5a AND CFTiNY SPAN AN MTT CEM1?LTil.tATE ONE ALTERNATE NV T LOCK Q�I MAY BE If�NLED IN LIEU OF FN LOCKS OR¢�FOR ANY SPAN ANO f,�1 ,g-0..Ooy0-10 , ort ,N�STAIM AS ANY TSEVATfQV..N.TERI'NTE LOCK(SO NAY BE USED AS AN INSIDE OR CUISIDE LOCK ATTACHMENT +'.3' OF LOCK INCLUDES USING REINFORCING LOCKER"kms!,AS SHOWN ON SECTION TNG,SHEET 4,WHICH MUST BE 01014 om • 1�7. aX CONNECTED TO CENTERUATES I AND @ W/ 1/4-0-20 X 1 1/2"LONG SS THREADED BOLT W/7/8'0:3/32" � WINGNUr OR W/1/4'0-20x1-SS.M.S.INTO A 1/4"0x 5/8-WNUT.LOC,MAY BE INSTfJLED AT IWSPAN OR 12- �'N:J• w©` 7�•l� UAtOMUM ABOVEE AND BELIVA?MIDSPAN.USE OF TWO LOCKNG RODS O TOP AND EMU IS MANDATORY. e5-C8)- -(8)DR®- 8 � �V'aaC�" *8 N Ha LocKLA n�T�S_ 1.IID LM! �(HD CENIQN1/1TF5.3) OR 3 W/QLA ONE ALTERNATE NO LOCK Q UAYBE USED IN UEU OF TYPICAL 1 HY BLADE SHUTTER ELEVATION IN LOCKS OR q5 TCR AW SPAN AND WSTALLATIONS AT ANY ELEVATION.ALTERNATE NTD LOCK @I UAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACI4ENT OF HD LOCK TO 0 IS W/3 18 X 3/8"F.H.SS.LAS.,AND INCLUDES REINFORCEMENT INSERT 0 AS SHOWN ON SECTIONS HDB-M AND HDC-FM SHEET IM LOCK MAY BE VWAUJED AT LICSPAN OR 12"MA,OKUM BELOW OR ABOVE IANDSPAN.USE OF LOCKtf3".,8005;&IS COMPLETELY OPTIONAL- fl on High Velocity urricone ne +++\++I�rLR P, 'T,r(�/�II�� 0 2015 EASTERN uerAL SvPPLY,INC. Q' ,.. T✓ BERTHA HVTTJ ��cEr><sF :��-w pp+► Accordion Shutter System ■ ■ ■ ■ FIV.RAM(/1 W/ETR W/O KY.N1PDQ/d RACE American Shutter Systems DucmPao DATE awa s; 051 TILUT TESTING&ENGINEERING COMPANY STATE OF 'Q Es::,Nw,xcs s, >�.'a A GOMLIM r1>al u, Association. Inc. I OLD 11-1 S2 4117/15 orm 4/13/15 rt.:�:(au>Den-15n.Foy:(305)871-fss1 4268 Wes(roods f3rve 2 — DRA elle..com West Polm Beoch, FL 3340: 3 15-08 WINo dNG NG No /01VAL E��++`�+` ALTERoa 1e•.P c P.E. SfAIG%(51fSFlk RE/DATE 'Lem,U.H 051sT s SHEET � 5 OF 20 r•-CONCRETE ANCHORS POURED CONCRETE POURED (SEE.SCHEDVRT_ON OR CONCRETE BLOCK POURED-, COME RECURRED 1/4'@-2043/4'S.S. CONCRETE REQUIRED SHEET 13) CONCRETE ANCHORS uACYNE SCREIYS REOVIR ID /'M (SEE SCHEDULE d4 -20 C'ONCREfE ANCRULS I� 1©t8 ts¢W.avrw 0ON Uw 7) SHEET 17) NUTS o 12'G.C. (SEE SCNEORJLE ON SHEET 13) I'LRa. 1/4'0-2023 i""' IFn. i USING 1/4•-20 tRT S I9 2• O 12'O.C. E.D.+ I .250'Na.. -- IA 0R •E'D \ 75O'We ua.. LIOPROW, ONAL ill -.,I � �' I T OR 1& E=IN^v � ' W .SEPARATYJN TO G'-uS flO511NG ur91w III 't A ' ! 1191.5'3'ARA1I0.v TO GWS 1 CLASS SCIRTDULE(N SHEET`11)'""__ SCHWUE ON SHEET 11) I _....... VLLSTTNC A D —1 L cW�� ©HV WALL HEADER- INSTALLATION(g) HV WALL HEADER INSTALLATION + KEYSTONE AIN.SEPARATION TO GLASS . S•' wa (•S , I i',1 OR lr'+ UN,SEPARATION m cWs ' 1 EXISTING —•(sem saREoufE or SHEET 11) 1 �41A4C a 003 I d, (SEE SCHEDULE ON SHEET [I) CtA55 It FCR RAM 1)'w-' ' D=CLopnotiAL TZG ' oPTRONAL E - Mex ! `�• --- —13 -15 E F /2- Lv � (I VIOR� i.. I ipzz-1 1/4.0-20.3/4'SS. N�+1. --- FFCLI.IPS TP1US5 HFM - 1/4.0-2023/4•SS,PI9LUPS \ E ruz:wNE<f2tE155 USR10 ._ CONCRETi.N/CNORS LTRUSS HEM MACUNE SCREYS -� `-M.ISFUTE ANCHORS {/l 1•- 1/4•-20 WAS o Iz'o.d POtIREO Cd`1CFL'TE_._. V(SCE ET 13)DULC CH W/ 1/4•-20 HUMS o 12'o.C. (`E SCHEDULE ON SHEET t3) J 1 Vis. OP.CONCRETE BU= OR CON CONCRETE -�_7 "'' Ci CONCRETE 6:OCKRSQARED WAC.REOMM OD HV WALL SILL INSTALLATION (SEE SCHEDULECN F�HY WALL SILL INSTALLATION POURED CGIJ17RETE SHEET 14) OR CONCRETE BLOCK WALL RECWRED EO HV WALL SILL INSTALLATION NOTE rOR°a1R`Nmw°`�Zcno S° INSTALLATION D ETA I LS W/ I-SEE SHEET 4 rd2 TMCAL SIR1TIER •F 0.-EDS" DISTANCE ASSEMSLY a SEE uvnAirorlS Or USE FOR H V B LA D E 2 UO NI swaotis CAN BE Covexto (SEE SPEc(nCAnONS ON SEIEET 13) .BLADE 1@ON 1 T 19 N AW WAY TO SUIT ANY 09SINAAnON. fuuuru FLORIDA WHD1NG CODE(Non Nigh Velocity Hurricone Zone �� 02015 EAST[RN METAL SUPKY,INC. �10Eh+sFC .9, --�- _ BERTHA HVTM A. S A. Accordion Shutter System _* _ PLV.aAX#T W/CR w/o H.V.WWW DANE ��//� = American Shutter Systems - 1OA 0.11E oRAw Dr: N.N. q; $ QE TILL. TESTING & ENGINEERING COMPANY 9••, .'� GINE RING . MPA Y ASSocTation, Inc. I OLD 11-192 4/13!15.a„e 4i 1a/1s Fr o:(ws}Bn-Naw.Fa=:(305)371-fuf 4268 Westroods Drive 2 •QRAWING No 'q E'�••.,,•.•.,..•G�`C,� +t,it..omi— West Palm Beach, FL 33407 3 J/ONALE�IAA" — WALTER E"A' T�t1 lT'd,.P.E. 4 15-085 �''A+nN I uuil" nn10A Lk.0 44167 5 SHEET P.E. SFi 'l. NATURE/DATE c 6 OF 20 J F'WRm cav(P.EIE ANa1oRs I "{..� ....�..- ,-._--�•{7- _ CONCRETE POURED CRE sCNmU(E ON 9lEl:T I3) magyar= I 1 OR A'�* EwmNo ' -0 M� I N7 i REWIRED I '-I 1 61.E OMD �5"'-� 2 1�9r i 1 ' 3 w If i s Sw j .FPPLI111 E EXISTING ALTERNATE i i, 005RHG LOCATION � /lOr3/41 HIX WASHER NEN' 11 OR 1 on 15 3/e ,ml. TEK SCAM O 12-O.C. DOE OF CONCRETE ANCHORS 8 IF {{ [b 7'(•7�--.--•-- CITE SCtfOI:LC ON SNFEt 13) , APPIXY�LE EDGE OF CIMIG ! EDCE ti<---' '1;/ SLAB IF F.AP IF1/2 I- EDGE OF APPLICABLE { ,et c1;x uu1 APPLICAME °. O '' oea@ems `' J t r1,m.0 POURM -FAT READ COI+.RETE ANJIOS J (SCE SCHEUtE ON 5tEET 14)I s W �Fw HEAD CONCRETE ANCHORS EOLREDIRE°OR � CooWTA'RETE _E u`-. e D (SEE Saimu(E On sHEEr T1) REDIt .TRENCH INSTALLATION QAUD ONLY FOR UP TO+70.-75 PSF A.S.O. HV FLOOR INSTALLATION (D HV WALK—OVER INSTALLATION DESIGN PRESSURE RATING h FOR SPANS PER (0)HV CEILING INSTALLATION SCHWU E 93.SNEET 11 ------y .CONCRETE ANCHORS ,----"----r�•�A.vim' {-- S --T--�� I �1wA:.ItER R-1F970SfiNG--A-�i(4ssic1-rEE sc,JmU/fIDJE/ - I'7m�R.'r•�(a:TPw1/4V3ortvaa,ra-roITW-RM OUSTING 2cna�rso•w�atici. /uro'omEM,l AA�eoWu,/ GA { GESS T 1 FILM/• d 13/< YH rFmw a rtUP O ar swN `I- T11,41 /<� ua SrAIANT U:EOof 9NhT JT @ TEH sCREMS . . , t I1I. lura/a" NIX Iff3.7 /; 1 SJe" o la•ac; 1 8• 8 _�(�//�/ TIX SCREWS O 9.O.C. CONCRETE ANCHORS ~ .�{ `-•- _ 6 +O 7/ 114r3/4'SA t. {1/d• is I'•.' `--fir'1/�•e-3n nJ:5 OR f a•o••20 sS.NS. i ` /t{ O 9.0.'C. _ _ 'f u¢a, %• ' o:Y O.e M/NUI O 9.O.C. (SEE SCHEDULE ON n ' •' . 1 SHEET 1 a) ..;• \ OaSItNc!•TRVCTUR+L -r i3k-- l 17 aR,8 1/2.I 1, 17 ® 2.Do ..a ...1."• ED. y Sw EDGE 17 . I✓ { / Sth9 k' i� 1<aJla'FN.S.OS. •'t.NLY. .j J 1 / 1 7 61 1 7/a" d 9"O.C. a°'o61t C0.NCTiETE ANCHORi NOTE 13(b) l D POURED CONCRETE Cs S^t�DULE ON ON SHEET 1 E 1.171E 13(b) �'<) iY7)=t G CONCRETE_ ON SHEET 1 A j /.-_ NEOZRED Ott CONCRETE ELOCK ---� OPTMAL-1 PWRED REODIrem '�A KEYSTONEyA =M P=N W_*"NtSTAlLAT10N C,� / Q HV WALL FLOOR INSTALLATION O 14V WALL WALK-OVER INSTALLATION Pd P.E°uYLro rwunv 9frT,FR SPAN e'-b• �J HV RAINGUARD INSTA_LLATION t NOTE FOR 0MONATION OF 4CRD115: �REMOVASM MIEN PERFORMED ASSCIABLY ( D.a EDGE TIONS O AD.1wzNT TO AN OPE7wxt EXIT +SEE L(DRATIONa OF USE FOR I-SEE s~�T<FOR TYPICAL (SEE SPECIFICATIONS�'SIM- t3) OR (y ON SNEET 19 _ I N STA LLAT I O N DETAILS W/ 0) HV BLADE NO IN ANY w Y TO SW ASS#;�.NVA11ATION, FLORDA BUILDING CODE(Non High Velocity Hurricone Zone A.f�111T`'o Orr 2015 EASTERN UETAL SUPPLY,INC. ''.�CENSF''/9�''% BERTHA HV,M /71 '�' � � � � Accordion Shutter System KY. R"#1 W/OR W/O Flv.W=ff RAVE American Shutter Systems EV. OtscgoH bArr-Ago. ar, u,_ TIWT TESTING dt ENGINEERING COMPANY o'•. RATE pf :w LT5 N.W. u.x,s.,aro.tial GM:115.It 3 1 Association. lnc. OLD 11-192 c/u/15 DUE: a/:3/15 Pnona:(.;s)ETt-15A.f-1(=)all Ix31 426£1 Y'estroad Drive = DRAWING No ���•rt , .-gym It-a a(.— West Paim Beach, FL 33407 3 15-085 P.E`/Sr'tJl!'f51��r{T1URE/DATE nFLOq AT.LLI1Jr. FLORLu VC,!a.167 cT 5 SHEET 6 7 OF 20 SEE END ILS ON SHEETS 10 d1. 18 SEE WqlIES ON 1.00491;Nall©,WN LOCKS 20 ap oUT er 1N r� nHc atAs$ INSTALLATIONS W f 1 HV **AND "`M AI ®a" BLADE W HV CENTERMATES ms ;U�WMo OR SEE END WALL CONNECTION 10•®�©•per© L%tl9 CKMNGCASS DETAILS ON SH 7. (603346 ALLOT)AUAL OPP051NG ANGLE W/(2),/4•o vPcaa 1/2- ,.®.® SYMMETRYCAL ax'M CENTERMATES CANT R TES 7r ( V/807i0{t)6 -_ MiH.raSEP ARATtaH (4)l,a.,/z'TGs.us.TO r,s1E !7 LC•sxs.a 72' W/ HV LOCK or ILSI cross orvu EENG{f. W/ HV LOCK or AT Do Mar.(rTP) I — CsEE SC7iE00EE 5 ` * LIN �* 3 off i, ,1) ! 5 ;— 1 _ * 1 LJN--- ---- — — 1 2- Qm��© O°°®m,o•Q� 0 o OUT a to•Us�©.ppa®•©« HVA HVB ©�®�©,Oq®�to,p� 00SWIS HVC -PJUHEaCo:.tFE,EOR _. _, _�__ j- ,1.HK WALL (STING.',®�,p,��®.p a` TT SE _...._- ct ss SYMMETRICAL IN �•�-®�V` -®'- M.N.�VAunaH 71 per\E�a CENTERMA S ©.©wp'p"®-�7, TO Gass 5 TOW HV OCK 6 oFnuNa. ($`-E sautiE t — — a®•C7 P -A (G77ER�OR) 6-6-5-5-6-@ IX4 SHEEP 11) H71.SFCLAATIGN (� � IN ) --- ----- ------��- — — ---- LjI i OUT 1 1— ._ _ ..- 1 ,ANCHORS 0 r `J —1— 0a FOUT 6 lrz-UM sLACK oUT Q1 VIP <°( ) HVE HVf** HVD FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone `\`�� 111lllllllylll//,�''' ®2015 EASTERN METAL SU-MY.WC. 7!( ti ..,t/ BERTHA HVTM -- A.S.S.A.c1. ' ,. , ® Accordion Shutter System N.v MAXeaoE�1 w/OR w/o M.w1NX/w MADE American Shutter Systems n, 1Hs,^F M DATe aaA�;,By, W TILLR TESTING& ENGINEERING COMPANY Association. Inc. s 0L T1-182 y13ps nx--, 4/13/05 E35}N.R..6:1 S R1.=.\9+'SNA G•3Jt5,P.OF Z31 ' y--SI�•�•-••��ir� Pl'—: 4268 Westroads 06ve 2 OR WING No FIOR{OP '�4.` �-ral, 'kcoOao�" West Palm Beach, FL 33407 s �'•. En-=0719 15—Q85 �4�FSS/••.�,.LL-�e `\��� WAFTER A,>Elll Jr.V.E. P.E AA(3'7A)l i`i(4,"' /GATE runnA 1 w!44162 G I SNEFT 8 OF 20 L ERNATE INSTALLATION W HV "T" LOCK 0 HV MALE FEMALE "T" LOCKS CENTERMAT S 8 & LOCKERS Wj HV BLADE SEE M CONNECIIDN MMS ON SHMS 10 a 1e INSTALLATION n HV BLADE OUT IN �'� tu�LOsrAat arae me,atrtitio ov e, W/ HD CENTERMATES _. 63 I ti%M AS VxhV"RONA4 fA moDEEM ��0EAM CN IW-IA9. `� �a©•Oq E ®•�q INB SKEf.YAY w LSrD @ r KT(RIiV �®q© ©'meq 6011 tIR ORM 1!F 9xw N i16PM. huts ax ASFLLtEL1S io a 1aA� ®•meq©•�®•®q aacr zl'{o m ¢'rz I t •� ._(oPtnwJ x futrawv) (aM1+tiTp•sks rona i lt�crv�i'sl tnr+a�r. � ---------- - =1N (4)WX _ IN (a H.V. ©0s HV T" Ms("p') wts MP.) to Dwm 5 3 LOCK (INSIDE) 7 ' 0 5 1 z is 1 3 —OU T31 aR 2 33 - 31 oa® ox® ,� 3 koTc c roe N+twc 11 -i/4" 0-20 x 1 1/2" S.S.M.S. FT.4J 35 (ovnawJ SM ®• x W/ 7/8"0 x 3/32" WINGNUT. (0-0"o D - V OUT HDC—HYC `•LOaCM s SYMMETRICAL HD CENTERMATES 3�0 NY `T" LOCK (OUTSIDE)- � SYMMETRICAL ND CENTERMATES HNG* w/ s LOCK (EXTERIOR) W/f' LOCK (INTERIOR) e —13 a NI m qO OqO�•®q T3 ruor)wr I MM irRc q(g 6 7 8 1 rT1[sttr.r>m!=C 1O•®q©'®'©•0q ti w.uri,TFm xr Arm asAir � iC,'—.PN6bPa1r.kM'Ut5v &(D•0-0-0-®a 105,OR LC13tL �:/ -------------- p—'Q3 d *I. w�rm p g k0- -(D #*UA¢�L t{WIIF FUIX{�OISK w0-MO 6 W O IDT k1 OX%!RN'Q 4TilYbei t1k NOL Q HDD—HYD** FLOATING STACK I FLORIDA BUILDING CODE Non High Velocity Hurricane Zone, 0 1015 EASTERN METAL SWKY,INC. EN BERTHA HVTM A.S.S.A,. Accordion Shutter System _ Hv aaDE gt w/CR w/o fLv.iHNCUAf MADE � j� ji✓ 'A_ American Shutter Systems OVMRMVu arr I row w: ML p: , . , 6sLUT T�ESTrING`izENGINEERING CO�MPANY ` OLD 1t-te2 4/13115 MUL, 4/15/1z TATEOF Association, Inc_ P t-s:(os) -Ts .rF, 4268 Westroads Drive z 1 s DRAWING No F �uN1u••'•�'�'•� .--a:tat'aO.r.— West Po1m Beech, FL 33407 3 03-000871915-085 WryVjAS'ONA' rittttt�t ILCMA Lk.!44167 s 1 SfIEET P.E. SETA(51IVRATURE/DATE 6 1 9 OF 20 —POURED CONCRETE OR17IT- POURED CONCRETE POURED CONCRETE PD»D CONLRUE CONCRETE BLOCK WALT. OR CONCRETEOR CG`,CRETEREWIREDQLOCK WNL REQUM r ROCK WALL REOUIRED —`�' BLOCK WALL RECU:RW jE7a5TINC CLASSCONCT�E ANC.iOR - —) Z�4W ErJSRNG GI/SS E1nSRNG C.0.SS �f 2•WN. aCN,suvio ON I 1•.. T-- TO�(� �Ls� —F ADL SUMADUH SosDNAL ON�r TD (� ; ICL SEYARAROa EO EQ TO GLASS(SEE 11 FER BAC SAND r�I DZ o, F I ro awss(sE< I I SCIAVAE ON 9#ET 1/16.53•MA(. ON 947 19 FOR 1f FOR ON HEFT SOtDIAE CN 51f'ct' /1 FDR BLT�CE D7A•O (sots-T5}CONT. BAMS ® n Pat GLACE(I)AND (LOCATE AT ON em 10 FOR ALUU.CLOSER / aro¢O ® 1R" m stir 79 TOR EITHER s0E1 Fucsphp PUTS(LocnrE 1!2 I T—'" EUDFs(Dk(9 AT E11H�JF SIDE \ 1 l I — OF(D) I 1•G USE I'OR 2•MAI(, 1 (AS APPUfAQLE W.1/6.0-2 e >1o,o 1 ses I t1OA1jY SOS., Q 16.O.C. �'. _ _QZ ALUwNUY CUP ANGLE 1 _—•--<' 0 Is"O.C. ----- �—"- '• (GO63-T5 ALLOY)AT UIDHEIOHr Q , / (2)1/4-0 TAPOONS ANCHORS TO WALL AT I'O.C.(LOCATE AT 5 SEEDETAIL CONNECTIONJ ORon Pse ME BLP O) 1 OR (0' SEE DETAIL,K rOR I OR (W ro TRACKS _ME COr04EC110N a �" SSwEc�orASTvXc oN ¢ -€�a©•20 d T o B-Q•®- To TRACKS G�da R Fo.®a ( CD3®'®•�'�•�a To TT:Accs �•�-©•moo•®� �•®-©•o-®-®� N,. - -®.� o'er-®•®�®-�«®•® O 4N DETAETAIL NECTIO � D 1 3 END CONNECTION DETAIL 4 10 END CONNECTION DETAIL SND CONNECTION D 20 a REOU:RED ONLY POR SPANS GRaTER TIM 12'-0- POURED CONCRETE OR LXlSN,O GLASS CONCRETE BLOCK WALL j— DSCNO 4 4 �y-,l _.______ .__.1�__.___.� -- - / t t 2 3.Ai -------- 11 _ - ////J ro�(9ST ° o ts• c. Arc Prru;o, D� b------ 11rOn IM "C CQ. 1/2-wN, TD ULE (sem I ON 5ES 19 FOR AN12' C. Foe�`T'AD 4 _✓ CON"RLTE / ONES�k Q� 12.O.C. 'ON 9,�T 19 FOR ANCHOR E/.--_._ 5 cA O kAND ( _- - OR j@ 0 16* 2•MIN. / 2'MIN. EO ♦SEE U4RAT'.d3NS OP USE F17R s OR f I 1 F; 99TSHEET iS �ai 1OR�OR�OR� V� (,6� 1 0R ®' LA / VOR �N DETAIL L P.RW CONCRM� ®-®.Qe®,p.®- ®'© ®' E STALLATION ` Qp1 ° HV BLADE OR HV WINDOW BLADE INTO ®- �•Q�-�.®t7•Q�- �•��•®��•® CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL® UQ + Q�®m'(�®"Q"�END CONNECTION DETAIL© dpi FLORIDA BUILDNG CODE(Nan High Ifelocity Hurricane Zone 0 2015 EASIER14 UErAI SUPPLY.INC. I A ,r� �aS®,�'®,�, Accordion Shutter System IV.WDE#1 w/CR W/O N.V.WWW MADE American Shutter Systems6acaPlvN DATE I GRAN Dr: wL TIL.LIT TESNNG K ENGINEERING COMPAt1Y STATE OF QSyy NS.SLR 5.,51.,�F,t" £A GFF EX5 F II� 311 ASROCIatIDn. Inc. OLD 11-192 4/13/15 DATE aj13J15 p' Pranc:(a�s)nn-1sTo.r—( s)5n-cssl 4288 Westroods Drivc T F,1;., ORI '�`1`: t-moa:iJ:e000eOLrmf West Palm Beach, FL 33407 1 D,'TJdNNO No /ONA � .�� W&G �Tuffk.P.L 4 15-085 LE P.E. URE/OAiL '.RSA LK,1 a1167 1 SHEET OF 20 SCHEDULE 411 SCHEDULE k2 SCHEDULE k3 MAXIMUM SHUTTER SPAN* 'L+'OR "L-' MAXIMUM SHLMER SPAN* 'L+• MAXIMUM SHUTTER SPAN*'L+" NO —'-- . (ft.). FOR INSTALLATIONS gW/�„ OR 'L-•(R.)FOR R -L-- (ft) INSTALLATIONS R2STL'?la ,N lFGE3JD -- CeMINAM & or or INSTALLATIONS W/ p CONCRETE& WOOD (1)L+:MAXIMUM ALLOWABLE SPAN FOR A EVEN W/ONE H.V.LOCK (0 0r®or or & & W/ONEI LOCYS MANSORY POSRIVE AS.D.DESIGN PRESSURE RArN'G. HD LOCK ®W/NO LOCKING RODS or ONE HV LOCK or or OR W NO LOCKING L-: MAX.ALLOWABLE SP;v FGR A GA,SN NEGATrJE CENTERMATES®& j W/ONE EIV -T' W/NO LW.," RODS DS / /� MOUNTING B. &OLS M.RN,50&PV.D AS.O.DESIGN PRESSURE RATING. LOCK @ W/TWO LOCKING RODS 0 TOP & (SEE NOTES t.tt) (WJJO FOR YOUZMOQ (2)PROCEDURE TO DETERMINE MAXIMUM SPAN FOR BOTTOM SEE NOTES1t rS SHEET 7) rLOOR/CEILING C. H. I. 11,J T, U.W&X WALL MOUNTINGS(TOP/007TOM)OR FLOOR/CEILING: CO.NCREIE&WOOD 0,5'TAL ATWNS V CONCRETE 6117 17 MOUNTING CONCRc�E & M GIVEN A POSITIVE ASD.DESIGN PRESSURE RATING, ?wmnn 1tA.Des msvuAlaNS Ase oRa r N Asn.oc,cN a wuL MwrlrlJc nasi/GaLn+G ^�"'_ '""L'A"" ''� rtoox alwc uowiror, DETERMINE N GATIVE I SPAN SIG FTmu sci7eRATI= R' MOUNTING A RII�c ! GIVEN A NEGATIVE AS.D.DESIGN PRESSURE BAITING. OR (D+IJ FLWR!(%mA MMNO.NO (VA OR (�Cp_) (.pA-) (r mz-) R00bAJ.1K4AOSNG 6EfFRHINE MAXIMUM SPAN •L-•FROM SCHEDULE. Lt N L--N_ 1.4 W I-(04 L e (� :-!� L r (9) L-(10 W M LA31ONxuum Sr TO W SPAN ALL Da 1-•FOR 30 OR 16'-0• 16'-0• ib•-0' 16•-0• 30 -19...0• 16'-0' 30 I6'-O' 16'-0' IISTApd,AN5 INTO WOOD PRESSURE DE TINGED i0 M;NiMFINAL MAXIMUM ANED SPAAR SPAN ra EQUAL N THE 35 14'-10• 14'-10' 15'-2• 16'-0" 35� 14•-1D• la'-IV 35 15•-2' 16'-10• 105 pd,hS.D.pf51GN PRESSURE FiAnNC. 1�uV DETDOJ,NFD SPAN B-RWEEN-Lt-AND•!.-'. _ --40_---� 13'-10• 13'-10• 14'-2• 1S'-2' 40 13'-10' 13•-1 D• 40 14'-2' 15'-2' (3)PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 13'-1' 13'-1• 13'-4• 14'-3• 45 13'-1' 13'-1' 45 13•-4' 14'-3' 't IN CORNER CENTEIMT-c/3 MAY BE USED AT ALL COMH7tiA1I0NS IN BETWEEN WALL MOUiinN05 _..-- 1Y/F1OOR/HUNG MOUNi1NGS: 50 12'-5' 1Y-5' 12'-8' 13'-7• So 12'-51 12'-5' S9_ _ i2•-3' ,3'•-,' MWMISIO INSTALLATIONS.LOCKING SPECIFICATIONS --� 12'-tt' 55 11'-10• S7'-10' 55 11'-1.•...... 11'-11' SHALL BE AS INDICATED ON MANDATORY CONDITION F2 55 - FOR A GYCfi POS,iivE AS.D.DESIGN PRESSURE 60 17'-4' ETI17-W�j ti0 10•-2' 10'-11' NOTE$5,SHEET 5. RATING: DEFE65 10'-10" 0-tO1 T-t 1 65 IO•-10' BS 9-S 10-i' Li+-M AX.U+�Li/•X.SPAN T'0R WAU.MOt;NTIN(,LtiSTALAT)ONS. 70 t0-5 10-6 10'-970 10•-6• 70 8-9 9-a' Lary MAX,SP AN FOR FLOOR/CEILING MOUNTING 75 10'-7' 10'-,' 10'-4• 11-1 75 10'-1• 75 - 8'-9' tt'EXCEYr THAT MAXILUM SHUTTER SPAN t+'OR INSTALLATIONS. 80 9'-10' 0'-10• 10'-0' 10'-9' so 9•-10• 9'-10• '1,-'AAV MAXIMUM A.S.D.DESUG PR`SSL=RATING FOR MR A GVEN NEGATJVE AS.O,DESIGN PRESSURE 85 9'-6• W-6' 9' 85 9'-5' 9•-6' OS7AUAVOtS INTO C04CFZETE OR CONCRETE E4007` RATING: ...�-90 W-3• 9'-3' �_9'-#V9'-7' 90 9'-J' 4'-j'"- SHALL 8E LIMITED AS FOLLOWS: DETERUIUE: 95 0'-0' e'-9' n5 g'-0 ytl'-O' 1- CONNECTIONS TO KEYSTONE MOUNTING L1 MAX. SPAM FOR WALL UOUNIING R47ALL4TIONS. 95 W-9• 8'-a' ,5 $'-9' 8•-4' LIMITED TO 64,-72 P•11.AND 8'-0'SPAN, SEE I -- MAX. SPAN FOR FLOOR/CEIUNG MOUNTING ___ MOUNTING M ON SHEET 7. INSTALLATIONS. 10s $-7 r-Sr e 105 s'-i• =„110 e-4 0 110 .. $'-4' 7•-Y FINAL MAXIMUM ALLOWABLE SPAR IS EQUAL 10 THE 115 $•-2' 7'-3' 8'-4• a•-li: 1�5 V-2- 7-3 SEPARATION TO GLASS SCHEDULE M;N1uua6LTriFFNt,+. L�+, L,- AND �= _8•-0' W-1Y e'-2' 6•-9' i20 s'-o' 6'-n' 125 Y-10' G•-6' O'-0•_ 8'-S' 125 7--1 0• 6'-a• - AL W T+7 SPAN l SCHEDULE NEATr WTIN .DE 141Y1?!UM AILOWA!'{E SPAN 0.ND NEGATivT AS.O.D[SICH 130 T-8' 6"-5' T-10• 8'-1' 130 T-6` G-'i MINIMUM SPACING. BALING TO DETERMINE MNSIYUM ANCHOR 135 T-7' 6'-2• T-9' 7'-9' 135 7•-7' 6•-2- WIND ZONE SPACING. 140 7`-s s-,1 _) 7..6 Tao 7-5 s-II ASTM E-1996 SEPARAl10N --d5-- T-3' S`-9' )'-5' _T-3'- 145 __T-3_ e-i ...... TO GLASS 150 V-2• V-7• 7'-4'- )'-0' 150 7'-2• 15'-7• 155 V-o5•-5 7'-2' ( V-9, 155 7-0 5'-5 1 THRU 3 1" 160 W-11• 5'-2• 7'-1' W-7' 160 6'-11' 165 6'-10• _170 6'-9•- 4'-11• 5'-I!'_ 6'-2' 170___ 6'-9' t'-11• 175 6•'-7' 4'-9• W-9' 6-0' 175 6'-7• 6-8 d1BG 6• -8• V-10- -9' H V B LA D E 185 G'-5' 4'-6' 6'-7• S'-8' 155 ti'-5' a'-G 190 6•-4' 4'-5• G-5' 5'-6• 190 _.. G'-<'..._.4•-5' 195 ._63 �- •_....-4'.•3: •6-5•- V-5• 195 6'-3• 4'-3' 240 6'-2' 4'-2" 6'-4' 5'-3' 2(}0 205 FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone B 2015 EASTERN METAL St:.PPLY,INC. aA�.:R p: (1!TBERTHA `RT A HV M Accordion Shutter Sy stem Lr �t . tiv.BADE1 W/az W/o KV. urmawaLE American Shutter Systems Irv. DCSCRD JN r.AIL ORI IN R;lbay, G. TILUT TESFING & ENGINEERING COMPANY k i*z sus scc sL,rA.xis.rAralArxatiF.nosrA 33, Association, Inc. , ox 11-192 4/13/15 DATF. 4/73/15 (30671-1530.F.;13WS71-101 4266 Wes(roads Dr;ve 2 GRAYLING Na West Palm Secch, FL 33407 5 5-085 04 .., �OR1d.•.a m oa7 9 �N�`,cs ltt]r�fi1;I. 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