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HomeMy WebLinkAboutProduct Approval Florida Building Code Online Page 1 of 2 �. r �.�� !ycj�3t?(tt°fits sc15 Home j Log!n t User RegktmUon j plot Topics ! Submit SurUrorge Stats&Fatts I PuDUcatbris i FOC 5taH I acts site Map ! Links z Search 6usines ��, - Professional gt� ProductApprovaloval USER:PuDIK User Regulation [' P-1,,It Anornv,A M—i> >AnMi_Qli n+.is[>Application Detali FL C FL389•RB a Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley frodriguez@easternmetal.com Technical Representative Address/Phone/Emall Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a licensed Florida Professional Engineer J 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 12/3112017 Validated By John W.Knezevich,PE Validation Checklist-Hardcopy Received Certificate of Independence Fi 3y9 p4 Ct31 NV ACCOl2C:f(1P!(:7 NONtiVti,,cif Referenced Standard and Year(of Standard) Standard Year ASTt•I E-1686 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201,202,203 1994 Equivalence of Product Standards Certlned'By Sections from the Code Product Approval Method Method I.Option D http://www.floridabuilding.org/pr/pr_app_dti.aspx?parani=wGE VXQwtDgvYYI IH2vJvx5,.. 7/16/2015 Florida Building Code Online Page 2 of 2 Date Submitted 04/29/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/07/2015 Date Approved 06/22/2015 Summary of Products FL IModol,Number or Name -Description 389.1 Bertha HV Accordion Shutter-Blade 3- Extruded aluminum interlocking blades retained by tracks(top and I {Non-HVH2)-Drw 15-086 bottom)for storm protection Limps of Use Installation Instructions Approved for use In ll No FL389 98 11 A.S.S-A.INC. DRy$,G,,]_5 n; LIJf( Approved far use outside ll Yes Verified By:American Test Lab of South Florida Inc. I Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Large Missile Level'D".Max span Is 12'-7'for 35 psf positive R 3�g pc A.S.S.A INC. R.F-R ORtaC.1.-1RK,L{j ASD load and 13'-0"for 35 psf negative ASD load the HV3 blade w/o Created by Independent Third Party:Yes window blade,S'-r for 110 psf ASD load for HV3 blade w/o window blade and 8'-11'for 62 psf,9'-6"for 55 psf HV3 blade w/window blade working In unlson.Max.span for HV3 blade w/o window blade for installations Into Metal Stud walls Is 79"for max.ASD pressure rating of+72,-72 and 84" for+64,-64 psf.Seesheet5-for otherspans and ASD pressures, 99.2 Bertha HV Accordion Shutter-Blade 1 Only- Extruded aluminum Interlocking bladesretainedby tracks(top and Non-HYHZJ•Dr fg 15.085 bottom)for storm protection Limps of Use Installation Instructions Approved for use In HVHZ:No ll RB It A.S.S.A.INC. ORW$.15-085.ndf 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 FL399 RS 4E A.5.5 A INC. V.F.R. DR71G 1 S-085 HY p<tf ASD load depending on centermates and locking rod,configuration for the Created by Independent Third Party:Yes HV3 blade,8'-0'for+64,,-72 p.s.f.load for Hv blade for Keystone mountings 7'-0'for+75,-7S p.s.f,for metals stud mountings and 8'-0' for 110 it for HV3 and Hy1A working in unison.See sheets 7,11 and i20 respectively of installation drawin s for otherspans and pressures. ,389.3 BertlHV Accordion Shutter-COM80- Extruded aluminum interlocking blades retained by tracks(top and ' (Non-HVHZ)-Dnv 15.064 bottom for storm protection Limits of Use Installation Instructlons Approved for use In HVHZ:No (1.389 R9 11 A S S.A.INC ORWG.SF-08a Odf Approved for use outside ll Yes Verified By:American Test Lab or South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Others Large missile.Max.16'-O"span at 30 p.s.f ASO load for Blade 1 Fl 389 RS AF. A.S.5.A.INl P,F-R. DAVIG.15-;ta4 n0 and 18•-0'for Blade 2.See schedules on sheet 12,25 and 28 Created by Independent Third Party:Yes I respectively 5�e Contact 05:z 1940 North Monroe Street,Tallahassee FL 32399 Phone:850.407.18)4 The State of Florida M an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement:!l.hird Statement Under Florida law,emall addresses are public records.If you do not want your a-mall address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional map.If you have any questions,please contact 050.487.1395.'Pursuant to Section 455.275 (1),Florida Statutes,effecowe October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emits 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 area licensee under Chapter 455,F.S.,please click here. Product Approval Aecepts: ON 99 E cm awuritv..n.r sur, http://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQ WtDgvYYHH2vJvx5... 7/16/201.5 GENERAL NOTES: 1.SWM H.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION COMMENT(PED.)FNS BEEN VERIFIED FOR COMPLIANCE DI ACCORDANCE WITH THE 2014(S1h EDITION)OF THE FWRIDA BUILDING CODE THIS ACCOtDKON SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HCH VELOCITY HURRICANE ZONES DESIGN WEA LOADS SHALL BE CETOW40 AS PER SECTION 1620 OF THE ABOVE MENTIONED CGDE.FOR A BASIC MMD SPEED REOURED BY THE JURIMCRON WME{E SHUTTEZ PLL TABLE OF CONTENTS BE NSTALFLD WITH A IARECTIMMLITY FACTOR Md-085,USING ASCE 7-10 AND SHALL NOT EXCEED THE UAX41UM(ASO.)DESIGN PRESSURE RATINGS NNCATED ON SHEETS 11 TYRO 15.10&20. N ORDER TO VERIFY THE ABOVE CONDOM ULTIMATE OEM WIND LOADS OETERUNED PER ASCE 7-10 S ALL BE NSF REDUCED 70 A.S.D.DESIGN WIND LARDS •1: HV BLADES(D& QA BY MULTIPLYING THEM BY 4e N ORDER TO COLNARE THOSE W/MAX(AS.D)DESIGN PRESSURE RATINGS L404ATM ON SHEETS 11 THRU 15, 10&20. GENERAL NOTES SKEET 1 N ORDER 70 VERIFY THAT COMPONENTS AND ANCHORS ON THIS PF-D.,AS TESIM.WERE NOT OVER STRESSED.A 33 X NCREJU E IN ALLOWABLE STRESS FOR WIND LOADS WAS i=USED IN TIER SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HDNV43L A WIND DURATION FACTOR CO-1.60 WAS USED'.MR VE ITICATION OF FASTENERS N WOOD, SYSTEM`COMPONENTS 21-37 SHEET 3 BERTHA fLV ACCORDION STATER SYSTEM'S ADEQUACY FOR WPM AND LARGE MISSILE IMPACT LOAD HAS REIN VERff®N ACCORDANCE WITH SECTION 1&09.7.2 OF THE.ABOVE MENTIONED CODE AS PER TYPICAL SLATER ASSIEMBLY 38-44 SHEET"4 TYPICAL WWOOW BLADE&WINDOW DETAIL -W BIADELO+ fD214.01-03..J0715.01-03.11004.01-0.5./1214.01-05.a0317.02-06.t0609.01-10 AND ID210.01-11 AS PER TAS-201.TAS-202 AND TAS-203 PROTOCOLS AND AsEM E-1886 AREA • HV 8 ADE I!b AND W WINDOW-RA" AND E-1895 SLOOMMDS(MISSILE LEVE.U WO ZONES 1.2&3)&11220.01-10 AS PER TAS 201.203&2OR-PROTOCOLS TARGE LaSSILE. (WHERE APPUCABLE) -NV WNDON BLADE 8/0505.01-03 AS PER ASR/E-1886 AND E-1996(MISSILE UNE.0,WIND ZONE.T.2.3)EA&c PROTECTION ONLY AHD/0725.01-88 AS PER TAS 207.PROTOCOL TYPICAL SHUnER EL&ATON&NOTE$ON LOC16 SHEET 5 INSTAL.LATON DETAILS A-F.COTCRUVEILOCK SHEET 6 2.HV WZEQ AND HV WNDOW BLADE @ ARE ENGINEERED TO WOW IN UNISON WITH EACH OTHER UNDER THE GENERAL L6KTATIONS AND CONDiBONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS O-M.CONCRETE./8L= SHEET 7 3.BERTHA H.V.ACCORDION PINS(HN 5(7315).USE D.AT BLADES KNUCKLE A40 FOR DIRECT UOUM CONWEMVN TO TRUCKS SHALL BE/14»275'AND 114:1.75'RESPECTIVELY,410-M UNUUM SERIES CENIERFMTE OETAXS IN SHEET 8 -STAINLESS STEEL SCREWS t1TH 135.0 lam YIELD STRENGTH AND 180 Loi TENSILE STRENGDI.PINS SWL BE COATED WITH BERTHA NV DACROSHT1D COAXING SYSTEM AS MANUFACTUREDBY APPROVED CENTERMATE ACERNATNG"z AILS HV SHM 9 COATING APPUrATOR9.REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS.ULM BEAR THE KN 1/ARKNG ON THEIR HEAD. 4.ALL ALUMINUM EXTRUSIONS 901L BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3.MINIMUM YIELD STRENGTH FOR 60663-T6 N10Y IS 304 lol Aho 35.7 W FOR wo,COHNECTON CETAOs 1-6.ODNCREm/aLDCK SHEET 10 5005-TS ALLOY. LIIJGMUU SPAN TABLES SHEET 11 ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 12 S.AEI.SCREWS TO BE STAINLESS STEEL 304 OR 316 A'S SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 Ia1 UN.Y,E1D STRENGTH AND 90 kai WN.TENSILE STRENGTH. ANCHOR SCHEDULE-CONCRETE&BLOCK SI♦"sET 13 AND SIAL.COMPLY W/FLORIDA BUILM4 CODE SECTION 241"3.4. - ANCHOR SCHEDULE-CONG7{ETE&BLOCK SHEET 14 6.DOLTS TO BE ASMI A-307 cALvAm ZED SHEET.OR AIS 304 OR 316 SERIES STAINLESS STEEL WITH 35 kA LONLUU YIELD STRENGTH. ANCHOR SCHEDULE-WOOD SHEET 15 7.SEE THE FOLLWMG SHEETS FOR ANCHOR SPEDKFlCATKAS`HV BICE O' 12.13,14.15 AND 2D INSTALLATION DETAILS M-R,WDM SHEET 16 1N BLADE(D&® WOARN3 IN UNISON;12;13&15 INSTALLATION DETAILS S-K,VOW SHEET 17 B.THIS EIMM H.V.ACCORDION SHUTTER SYSTEM DENTS A U.S.PATENT 16'779582 LOMPONEXIS OF THIS APPROVAL ARE COVERED.IN WHOLE OR N PART BY US.PATENT 15458,179 ISSUED TO EASTERN END CONNECTION CETATS 7-12&X WOOD Slim 18 METAL SUPPLY.INC. S.R NSIBLIII'SFVaI BE NFC RESPOOf THE CONTRACTOR TO VEWFY THE SOUNDNESS OF THE STRUCTURE W7HERE INURED S TO 8E ATTACHED TO INSURE PROPER ANCHORAGE.CONTUCRCR 70 SEAL/CAULKAREA 3: HV WINDOW BLADE ONLY ALL SMARTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONDh'UDUS CONTACr WITH THE BUILDING TO PREVENT WND/kAN INTRUSION, TYPICAL SHUTTER ELEVATION SKEET 19 10.EACH UNIT MES�BEAR PECE RMANENT AB LINAVISIBLEKPLACE WITH WARNING N07E DURING PERIOOS OE HURRICANE WARNINGS HOME OWNER TENANT.OR OTHES•MUST PROPERLY CLOSE ALL HV AND HDCENTERMALOCM AREA 4• FN WINDOW BLADE('1�ONLY 11.SHUTTER M MUFACIUREWS IASEL SHALL BE LOCATED CH A REA-"LY VISIBLE LOCAr.ON AT ACCORDION STATER N ACCOR2X- E WITH SECTION 1710.8.3 OF FLORIDA BUILDING CODE.ONE LABEL SHALL BE INSTALLATION DETAILS.METAL STUD WALLS SHEET 20 PLACED FCR EVERY OPENING.IABEIM TO-COUPLY EVAN SECTION 1710,&2 OF THE FLORIDA ETIALONG CODE 12 EIERRHA H.V.ACCORDION SHIFTER SYSIDFS INSTALLATION SHALL COMPLY WITH SPECS INDICATED N THIS DRAWING PLUS ANY BUILDING AND ZCNNG REGULATIONS PRaMED BY THE JLIR75DNCNON W1fiRE PERMIT IS APPLIED TO. 13,(a)TK4S P.E.O.PREPARED BY 715 ENCNEM S GENERIC AILD DOES NUT PROVIDE INFORMATION FOR A SITE S(WFIC PROJECT;;z WHERE THE SITE CONDITIONS GOMM FROM THE P.ED. (b)CONTRACTOR TO SE RESPONSIBLE FOR THE SELECTION.-PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT.BUSED ON THIS P.EC,PROYOEN HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON TM DOCUMENT,CONSMOTON SUETY AT SITE S THE CDNTRAc1ORs RESPONsmurf. OBTAIN PERMITS IN THE STATE OF FLORIDA (a) THIS P.E.D.WILL BE CONSIDERED BNAUD 0 ALTERED DY ANY MENS. 9MSPEUF4 PROJECTS SHALL BE PREPARED BY A nDROA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME'THE SCHEER OF RECORD(EO.R.)FOR THE PROJECT AND WHO WILL BE FOR THE PROPER.USE OF THE P,EO.EHMTTR OF RECORD,ACTING AS A DETECAAIED ENGINEER TD THE P.E.D.ENGINEER SHALL SUBMIT 70 THIS LATTER THE SITE SPECIFIC ORAWU S FOR RENEW. (e)OwwK P.r.G.SNAIL BENZ THE LATE AND CRIG,NN.SEAT.AND ECIA7uRE of THE PROFESSIONAL SCHEER CF RECORD TENT PREPARED it u1 FLORIDA BUELDING CODE(Hon High Velocity Hurricane Zone ��J`°POSE H• 0 2015 EASTERN METAL SUPPLY.INC. BERTHA HVTFA _ - I+i L I E C O ■�. ■S■ ■A Accordion Shutter System % ■ KY.MADE#1 W/OR W/0 TLV.W DOW DACE AnTerIcan Shutter Sys}ems N D<caPDaR wa awW DY. mi- TIE E AFH ,1F� THlIT TESTI NG ft ENGINEERING COLAPANY- O,Y;., F TE QF,...�• 6153 R.W.3RS.S1_Sk,305.VMW rWWM na+eA 331 AssOCTt]tTanE Inc. F QLD 11-192 4/13/15 DVC' +/RES/15 PTT .:(305}871-1530.Has:(MS)871-1537 4268 Westroods Drive x ••,,••.•,,,.•'�(Cr a-mo^.:R=',L.cEeaEL.E«,+ West Palm Beach. FL 33407 s DRAWING No /OVAL E�G�\```` WALTER A inur71 Jr.P.E, 4 1 5-085 P.E. SEAII%�OURE�DATE Funs L E y 44167 s SHEET G I OF N y/ 3* nA wa7►WM'® . VARIES }'' 2 1,918, x.377 ,.365• I I - 4zsr a.999' o s NV SOLID BLADE 3 5 HV 901/180' STARTER ),HV UNIVERSAL FLOATER COVE�RED UNDER US PATENT 5458179 QUALIFIED FOR USE W/ HV BLADE(j) ¢ HV BLADE T (!b HV WINDOW BLADE* 6005-T5 ALLOY AND TEMPER @QUALIFIED FOR U E W HV 6063-T6 AUAY AND TEMPER 'SEE LIMITATIONS OF USE OF BLADE®ON SHEEP 19 6063-16 ALLOY ATEMPER �_ 6063-T6 ALLOY AND TEMPER 236 . .G95" ). ( a 2.670• - .�� - .994• 1.000• • 670' 1 126' •V 72 I eat J• 7• T o els .09z 3 7 HV ADJO.Qzr . A W LIDOW L `' 1 J 137s 3. 6" •'YTS �HV WALK—OVER TRACK HV ADJ. FLOOR BLADE t) QUALIFIED FOR W/ HV Q9 }iV BENCH TRACK 3, - ORT 6063-T6 ALLOY AND TEMPER BLADE Cl)1 QUALIFIED FOR�USE W/LN � HV 6063-76 ALLOY D TEMPER BLADE lJ ONLY. V.3 V N BLADE G063-T6 ALLOY AND TEMPER QUALIFIED FOR U W 6063-T6 ALLOY AND TEMPER _ 1.93' BLADE 1 1.015• VARIES "U" 6063-T6 ALLOY D TEMPER 1517" O06.7• 087• 063' 093• e..� in _.-._.....__._.I,JT .100• r `�• - - .1 5- .060" 670 670 1.686' e 670 _ 11 IHV CEILING HEADER (p HV HEADER/_SILL HD CEILING HEADER/SILL 1 OYLY QUALIFIED FOR USE W/ HV BLADE(t ONLY 6063-T6 ALLOY AND 7EMPER"" QUALIFIED FOR USE W/ HV BLADE lO Q5 HD WALL HEADERISILL SEE SECTIONS FOR VALID SEF. SECTIONS FOR VAUDfrr QUALIFIED FOR USE W/ IV 6063-TS ALLOY AND TEMPER 6053-T6 ALLOY AND TEMPER BLADE iQ ONLY. 6063-TG ALLOY A D IEMPCR 1 COMPONENT A 6 71 T2 % Y 101 t 1 1 f 2" I Z• D:25" M @ 2• V MAX!i 1/8• 1If /6' 2• S"MA%.�0.19Y 0.192• �-„,,•.A-�-� t®SIDE ANGLES CORNERPOSTS OUAUPIED FOR USE W/HV ALUMINUM ANGLES @ 2.5• 7•MAXI 0a9w 0.190” - BLADEQ ' QUALIFIED FCa USE Wf HV +. QUA,UFIED FOR USE W/NV 6063-T6 ALLOY AND TEMPER6063-T6 ALLDY AND 7EMFER 2' S'AtA7Li 0.139' 0.131• 6063-T6 ALLOY ANBLADE D TEMPER ONLY [1091DA BUILDING CODE(Non High Velocity Hurricane Zone N.TI([j�'r.,� 0 zols EAsrENN METAL supny.,Nc. :'�Q��''.�ENS ✓,9� BERTHA VTM TIM' C O Itis. A.S.S.A■ Accordion Shutter System � �---: Itu aADE g1 w/at w/o H.v RINI7QN RAE TIWT TESTING& ENGINEERING COMPANY American Shutter Systems DISCYHIIDN GATE ORARN Or: N.L STATE OF '�s sm RM.3wA st.S".au.11x"A GAPAM.rLOWA , Association, Inc. 1 cen 1I-192 /13/Is avc 4/13/1s •'';Arm Php,ro:{305)x)1-15b.Fc,:{3F:j871-757, 4266 Westroods Drive 2 DRWRNG No —.I: 7;o�a^ West Palm Seach, FL 33407 3 /�7�7�SSION FI`\\� MTMA DLLR J,P.E. 15-085 nWCA Uc.1 44IC7 3 P.E. L'JQ fB((iM+ RE/@ATF SHEET 6 2 OF 20 ice• 9 D' 4.$76• 1 -IQ+I/' i 4'-ID GIST 49• 43' I 332. FW IEA7 1 tt01JS1iCDYlti1 Tl� CNT 2. 3' o �p SSYS. a1XID P11`:'iD . qO , -r - I ♦t L OWED ol.MiiD q29. n 4 m 1 _..�. .316..• 4 ♦ LGRAS5 CITAIM -WASE CrilalR ♦ _.- 'pa C a MY3LE♦maE (CwATUE PLATED) 2'1 HV CENTERMATE ,.325 QUALIFIED t &@ ONLY (�2}}]V FLOATING CE IQ, ®.HV EGRESS LOCK 6063-T6 ALLOY AND TEMPER aEo FOR USE w/ tN BLADE 1 & t ONLY s. 3' QUALLFlED OR USE W/HV 4L'ALIFlED FOR USE.W/ HV 6063-T6 ALLOY AND TEMPER BIA9E 1�& ONLY. BLP,DE Q& ONLY. 17.FIED FOR USE W/HV BLADE 7 ONLY •�• ,,6• 6063-T6 ALLOY AND TEMPER p,A50E READ YO CREW h ?I _ rV 11 .360'AFTER RIVETING 1/4'Q-20 x 3/4" BEFORE RIVETING S.S. THUMBSCREW 1/4"0-20 RIVNUTf mlR3 9/ AAAtK Y(x024-/3 ALL"LARGE FLMOZ nml 9W AVOW.PAT'#05".AS IL•MMIUM fir AtDfl4 CHOW TE T".PAR±PM:f,NLVd£�if.T D706i OR ECWL TIM n FRONT L3LYARW V " " HV "T' LOCK HV ALTERNATIVE LOCK LOCKER FOR 'T' LOCK CENTERMATE QUALIFIED FOR USE W/HV BLADE 1 ONLY HV FEMALE T" LOCK CENTERMATE ED FOR USE QuwFTED FOR USE w HV FOR USE W/HV BLADE 1UONLY 6063-T6 ALLOY AND TEMPER / (� W/HV BLADE01 ONLY. O / OVASJFlED FOR USE L HV BLADE t ONLY 61;ADE T ONLY. 6063-76 ALLOY AND TEMPER 6063-T6 ALLOY AND TEYPE 5.161 - pT--I „�I I �' z a •T}iUYB[URtI Ota' _ •ate CYUNCER OR .214'^ _.06Y. •�• {... RET CTA6.•DER .214- to o: In al 0.675'v 4 n 00 1.125'N.A. HD T 0 0 �1 C T C i a o QLUJJFTED FCR USE W/tIV BE t k A QUALIFIED FOR USE W/hY BLADE t & 6063:6 ALLOY AND TEMPER r � ^e, 6063-TG ALLOY AND TEMPER --� s vAR;Es,TY Nzl. QUALIFIED FOR USE W/ HV SPADE 1 &\7 I '" ± 10 0=a'�te .6063-T6 ALLOT AND TEMPER CnINtfRR01 (STE DCTAT51 / 4{ OM Da _ OR KEY ---"- tTS ,�IIIL-I�y��■may 5�.......__ 1.57 Y;n C7UND.7i LOCKING ROD _ HD LOCK QUALIFIED FOR USE W/HV OWE( o L.376♦ t� 6063-T6 ALLOY AND TEMPER �6 HV -3/8"0-16 ACETAL � fy 1f4" 0-20 AISI '304 B1'RECENT HARDWARE MORTISE LO"JC9 SERIES 2333 HOOK BOLT LOCK Q p»tNSFALlATt061 WILL REQUIRE A 7/16'HOLE U 4RIES S.S. THUMBSCREWS QUALIFIED FOR USE W/Hv BIADE(D& 0 DRILLED AT TRACKS FOR PROPER EMBEDMENT QUAUFlED t rr BLADE C, QUALIFIED FOR USE W/IN OIADE 10 FLORIDA BUILDING CODE(Non High Velocity hurricane Zone V,� ......•.,f/9Llri ©2015 D15TERN META;.SUPPLY,INC. c>asF BERTHA HVTM = dL ECOIt,,. A.S.a7■A■ Accordion Shutter System %rr_ American Shutter S stems KV.MACE#1 W/CR W/O KV.WNDOiN MADE •*. �f/� ,r Y LY. D SC9:#N DATE DF^-4 Dr. LLL ` CS'1F •W� TIWT'TESTING&ENGINEERING COMPANY Aaa43ct43tion. Inc. I OLD It-1P2 4/13115 [ARS 4/13/15 �}1}lQP a3s3 K' "5t 7'•�0.1-:(30)3AROM ROMA 33,• 5268 Westroads Drive z ei,o�,:(x5157>-Ts3a.Faa:(3os}s7t-1331 Or?AW1NC No .........' : —.1 5 eceocac,m West Palm Beach, FL 33407 3 15-085 111ji, A0 WALTER.IiUITT k.P.E. /LaznA L;-t 44167 3 SHEET P.F;. SEAL/SIGNATURE/DATE e 3 OF 20 r SHUTTER ASSEMBLY SCHEDULE FOR 3/s- HV Q HV 6A 41 12'111N DE U1 HY BLADE 1 roj TO BLADE V .� .1878•L�— -� )(V BLADE to j 25• I: NJ tT.ke ,`BLADE .062T 5 Y—Y ® a 1875• Y HV LONG RECESSED NYLON BUSHING ! o� I( n KNUCKLE \°0PE7'ti .0s25 ® HV SHORT RECESSED NYLON BUSHING sFS v \ i ) \ 4- ErwM4® .HV NYLON HAT WASHER Q OR(D y I? MT + RI f� sr'A• 4@ HV WHEEL CARRIAGE AISI 302-303 SERIES 0.870-x3/16-THICK NYLON WHEEL. 3 I ( �'''J ;z N 2 776•UK -FN wuvow 0.188";AISI 302 SERIES S.S. RIVETS T 3t;i 6 ya,CLEAR B .0825 q.T500• ® HV 1 3/4-ACCORDION PIN W/ f8 HEAD EXTERIOR j J =5 s/a• �-.oc2s• ® HV 2 3/4-ACCORDION PIN W/#8 HEAD * I -.147�A•� �' 1QS .73W' ® -( 41 a7; i 2�,/t mioo n.,o,Y.• POLYCARBONATE IMPACT RESISTANT HV WINDOW i j • '; I �� TYPICAL HV WINDOW. BLADE, AND I I j ( ® , ! I POLYCARBONATE BY WINDOW DETAIL ® OOR 4 or N.T.S. REOUIRE1lEN j OOR OR ® 1 I *pOLYCARBQJ`LATE IMPACT R•ZSISTANT HV WINOnW I BAYER MAKROLON 3103 POLYCARBONATE 12•WIL RESINS, UV-STABIL2ED GRADE OR SABIC 'kPIN EQUIREMENIS AT QMIOR BLADE KNUCKLE FORac I Ta IME INNOVATIVE PLASTIC LEXA!( 103 RESIN HV(J)WiI � I'j'} OOR Q ` I (SEE- NOTE -F• ON SHEET 19). (1) HV PIN®SHALL ALWAYS BE USED.AT ALL EXTERIOR "aia II . BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV lO OR m •j ® POLYCARBONATE SOURCES FOR HV 0 BSE' TYPICAL SHUTTER ASSEMBLY ExTERIOR eL. TYPru PD.%4n43 stNnm (2) HV PIN 0 MAY BE USED IN UEU OF®AND ONLY AT Nv PIN®ocx. OR Fat-" EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM VI/ HV 1Q .0-12.- BLADE s KNSCKLF. I A +d Da o BLADE WHEN CORRESPONDING TO INSTALLATION •I1-, SHEET 7. 3 (SEE NOT[ FM Wit*aar 6SN D YS ooq ww DaA e/1:• REOUIREIIENTS) .0TY Q t I to,=11aa SIM.IM Asn AM VMo oat 9.500 P, !L[AIDA.STRR,CL.A YE1D ASN DYA 12ADD Pa3, 13LQ0 P.N. (J) HV PIN7f@ OR @ W/ 1/2' O.D. t/I r THICK S.S. WASHER O y i nE0AU,.DMW ASTU SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. A&CD SHEET i: .7100 Cw AS.V O 1a A-f n n-o!_ WHEEL CARRIAGE DETAIL S.=Dimm Ate'D]6tJ 371; "'s Y" H, lAS5EM8_Y L halm FAIr or Y LAYOUT � nm DIom M uw 7 mo r Asn.0 IMM 9noS AFTot. �,f'Y 616 FW2 paL DSW p— i HV BLADE SOLID (AN HV WINDOW BLADE DETAILS 1'u"� °'l"°"'�"` ""�° 4444°°° FLORIDA BUILDING COX(&n High Velocity Hurricane Zane p bCC20t5 EASTERN VErAL SUPPLY,INC. -- B RTHA HVTM A��.�I.�■ Accordion Shutter System /7T71_LT7EOL>N c KY.HAL£g1 W/DR W/D H.V.lwnoaW HAnE ♦J'i PWT 7ESIING&ENGINEERING COMPANY American Shutter Systems o6CAPAN DATE WWII BY, ILL t TE'OF S aus NN.x+�r-a�3M ver+ a xs nm�+ssw Association, Ina p10 11-192 4/13/15 DATE: 4/13/15 O' _ fi—:(3o5)871-usD.7wF :(3os)en-tssl 4288 Westroods Drive 2`�i•..�RIOP r''ty� 6-mDt taecDoommD DRAWING No West Palm Beach, FL 33407 s s/ANAL E��'�;.`�`,`\ WALM A.TUff 0008713.P.E. 15-085 P.E. 9Nlii/610k ERE/DATE FLORIDA M/44167 s SHEET 6 AOF20 NOTES ON HV LOCKS AND CENTERMATES: A 0 t 0 Y N S 4 U Ca ASA)®aw Oolymm all ONE FLV TACK oR SHALL BE USED AT 1/2 OF SRUITER SPAN FOR ANY SPAN OR 12'ABOVE OR OW 2 OF SHUTTER SPAN R SPANS UP TD 705;ANO FOR I= 110NS ANY ELEVATION.FIV LOCK w MAY BE USED AS AN INSIDE OR OUTSIDE LOcK,ATTACHED To OR CFNfER1MTES w/(2) 1/4.0-20 x 1/Y LONG FLAT HEAD S.S.MS.LOCATION OF LOCK SHALL BE A9 INOIGTED ON ELEVATION. 0�,,., 1YPIW.sNUITER �°' LACKS OR JL MAY BE SIDFOR AN INSIDE OR OUTSIDE LOOK CONNECTION O LOCKS TO CCEt Up ERMATTTWO S 9 OR SHALL BE AS MCA1ED ON NOTE(1)ABOVE LOG ON OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. �p— 3. WHENN"AM ©II I/TY10 H.V.LOLCST:LOCIONG RD!% ARE NOT REQUIRED AT HUW7CANE POSITION,BUT MAY 4' >�o SO USED IF DESIRED TO ENHANCE SHUTTER PERFO LOCKING RODS @ OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POS1TIM). a r— 4.mAmagazt CONDITION ONE HV LOCK ®SMU.BE USED AT CORNM CENTERM4ffS FOR ANY SPAN FJ II AND 04STN1AWNS AT ANY ELEVATION.HV LOC of SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHED TD®CORNER CFNTERI{ATE W/(2) 104 0-20 x 1/2'LANG RAT HEAD S.S.MS TWO LOCKING RODS In $ AT TOP h BO M SHALL 8E USED.LOCATION F LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. r 7�t. MAXIMUM SHUTTER SPAN SHALL BE'DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. M CEICEWAYES 3f.3 59 II S. •O.NE ALTERNATE.HV LOCK MAY BE IN ULU OF NY LOCK or FOR ANY SPAN AND' 1 VALID ONLY FOR till ILTIONS AT ANY ELEVATION.AL ERNATE 1 11 MAY BEI 0 AS AT{ DE OR.OUTSIDE LOCK.ATTACHMENT OF 1/4'6-20x3/4 S.S-1HUMBSCREW TO ORCENTERLNTfS SlTAII.BE MADE W/1/4'0-20x3/4'ALUM, RNNUr AS SHOWN ON SECTION WE.SHEET&ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWD 1 / 717C 3gs It LOCKS AT 1/3 OF SHUTTER SPAN. ® 8.MANDATORY CONDI IONFOR MEYSTOII xRD -NSTUTAT1011;: ONE HV LACK @ of @ or®SHN.L BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ASM OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO 967.AND FOR INSTALLAISONS AT ANY ELEVATION.HV LOCK y of®or®MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHED TO 03•or SYMMETRICAL CEMERMATES W/(2) i/4=20 x 1/2'LONG FLAT HEAD SS. SEE END- M.S.LOCATION OF LACK SHALL BE AS INDICATED ON TIPICAL SHUITE2 ELEVATION.USE OF LOOT40 RODS 0 W/03 0�h15C10N o r [ x I x I r v o +I v w x OR®TOP AND BOTTOM IS COMPLETELY MANDATORY. SHEETS t0 h is m'-FULL " *NOTES ON HV "T" LOCKS AND CENTERMATES: ' OF CORNER 1. toxac®I•aIxONE ALIIRNATE HV?'LOCK a WY BE ALLED IN UEU OF FIV TACKS OR FOR ANY SPAN AND CENTERMATE ((SS� 7h� QQ99 1�j m�m®•Ua®a 10 a 7NSTALIATION A7 ANI'ELEVATIOM.ALTEFOIATE LOCK LSO rY BE USED AS AN OWE OR OIL IDE LOCK ATTACHAFM I` ^a • ^•� OF LOCK®INCLUDES USING REINFORCING LOCKfft"�i7,AS SHOWN ON SECDON HVG,SHEET S.WHICH MUST BE 10'G 1�7 m - CONNECTED O CENTERAI TES j AND @ W/ 1/4'6-20 x 1 1/2',LONG&SS THREADED BOLT W/7/8'6 x 3/32' WV4NUr OR W/1/4'6-20x1'SS.M.5.INTO A T/4'6x 5/8'RNNUT.LOCK MAY BE INSTALLED AT MIDSPAH OR 12' (D- • m©• 7O�.�al MkXWM ABOVE AND BELOW 0JOSPAN.15E OF IYIO LOCKING RODS®TOP AND EOTOM IS MANDATORY. IS•18a10'..@8-08.®a .�e)a s•�3 a4'J+�al"J' *NOTES QN HD LOCKS & CFNT�ERMA�IfES: 1.HD IODIC W/HD Cf711EM1AIF5 3 OR W/ :ONE ALTERNATE HO LOCK®LLA�YGB'3�E USED M UELI OF PICAL HV BLADE SHUTTER ELEVATION NV LOCKS OR FOR ANY SPAR AND RsTRIAnaNS AT Am axwrm.ALmmTE ID LICK @ MAY BE usED N-T.S. AS AN D®6E OR OLRS%LOCK-A7TACMENE OF HD LOCK IR TO @ IS W/3 18 x 3/8'F.H.SS.MS.•AND INCLUDES ftDHFOR(2•MFM INSERT t�f AS SHOWN ON SECRONS HDB-IVB AND'1101-11VC•SHEET IM LOCK MAY BE 267A.LED AT WDSPAH OR 12'MAIOYUM BELOW OR ABOVE.IMSPAN.USE OF LOCI=RODS 0 I COHPLEIET.Y OPTIONAL FLORIDA on 7 h Velocity urricane ne A:T, lel i,,'i D 2016 FJISTEiBN MAI.SUPPLY.INC. l BERTHA HYTTA ��CENSF''�9� A S S A Accordion Shutter System 7TI . E C�im,. ® . . . KV.sroE aT w/CR W/O KV.LwwD,,T BIaEE *• �!�11�^*� nL1n`TESTING&ENGINEERING COMPANY American Shutter Systems CV.W OMCRWrM mn I DR.N Bt Yl a STATE OF SUS K..3v' it.51 3D3.YUi.T.'A cw,Loa.LLOF"33i Association, Inc. I OLD ii-1192 4/1 15i IMT 4/13/Is • f •�'� Pww:(305)671-15W.I..:(3W)a7I-1SSI 4268 Westroods Drive 2 R � .—X.tA.-.L— West Polm Beoeh, FL 33407 3 DRAWING No /ON AL E�G�`� WQT A.rOKOUPT Ji e. P . 15-085 P.E. rSEAL tS1l iWR'E/DATE FLMU--144167 5 SHEET of 20 POURED CONCRETE AtCFIOR5 ,a m+wAu! ®� ...�.._. ' rnNCRETE (SEE saEDwL ox s14¢r 13) I Tb CASs CET 1 OR EwsnHc 1 ro� t amus OW REOMInt _ QFE OF ¢LASS•... rw srn um, _ sEv nI a CYTO t�1w »aAa �iVrJB06L EOSTINC ux>ama� \ r« •- } \ , i , 9 AUEFxAi E3=NG '✓ ' IOCA IOR OON /100/4HEX WASHER HEAD `i I i 11 OR OR 15 3/ rt TTx sCRer s a 12'o.c. EDGE OF a/a CONCRETE ANCHORS 9 IT, .. (SEE SCHEDULE ON SHEET 13) ' SABLE t:� EDGE OF E3aSiTNG E1GE of--I' 'll SLAB c p TF 1/2 1 EDGE OF ' _ ' ApP SLAB IF m aAS� 0. _O APUCABLE T'OURm 6. caNCBETE� FLAT HEAD CONCRETE MOTORS _j 534 u a,TN93 CONCRETE / REQuR� (SLE SCHEDULE ON SHEET 14) 51 aR T�mea ,1 4 �' --- ., - REQUITED L cK VICE!19 ro4 T OR CONCRETE FLAT HEAD�LCL�ANCHORS 1 ®�cD� REOU,� D.-_- a (SEE SCHmmL ON SHEET 14) 11 .TRENCH INSTALLATION AILD ONLY FOR UP TO+70.-75 PSF A.S.D. ,-� HV FLOOR INSTALLATION Q HV WALK-OVER INSTALLATION DESIGN PRESSURE RAnNG&FOR SPANS PER �1SrI HV CEILING INSTALLATION t SCHEDULE 03.SHEET 11 All—T .. � coNcraDE ANTaHTxis -MIT, 0 -'a (SEE lsseu)F»uIF v4 a TIN X._ EJ9STiNC I sm 111 O�ING� EI0.STWa -r-�-!-. RO010lIF.Y 61 1/.1E EDITS I 1/4' GUS$ IAAF)i76 [Y1fDIRM 6/ VAX 1 1r0� i i: f -•G(uE wawc tw ,q ! OC RA u o Cd s AO I v, ' 4•t1C.FOR VA-4 EARA DM �I 11/44. 1 s,`i rtAUTp e•�iaR�ra`x"�"09 e CPaOgxcer>trn1 'T 3/B 1/2' ---a'aa 1 J VV9 ' HEAD — F441T. TFJC SCeET15/14,,3/4" HEx HEtDt 0 1z'ac 1 e, 8 1. ,•E.:<:•. ", :A+v-Tv,3/4•a 1rs Cts TFX SCRM O 9'O.C. ♦14.3/4'SDS. _ (' 11/4' OR 1/4'o••20 S.S.M.S. CONCRETE ANCHORS -- 6 o s-o.C. _ = u,.. o n•ac W/ENT O 9.O.C. r-(SEE SCJiEOUIE ON �� 1 . ?F----- s1EE'r 14) 17)a 18 1/z' r -17 18 i ,R; IL z.OD met tj wMN SIRWTUR Wirru IDEcoRrnc EDGE or �J14u3/4-FH.SOS. "' JIM. yR ! /// SIJ O 9'O.C. �a ras E 1 7 s' 1 7/a APPU CRETE ANCHORS NotE 13(b) NONE 13(b) •.~'':,, �~ ,-' y POIMED CONCRETE (SET%NEDL'IE ON ON SHEET 1 Pot=CONCRETE dV SHEETS .OR CONCRETE BLOCK! STEET 14) OR CG4CRETE BLOCK REauRED REOWREO 91{EYSTONE MOUNTING INSTALLATION lo"'ItIAL -/ Q HV WALL FLOOR INSTALLATION Q �V y�rALL WALK-OVER 'INSJALLATION "'''�""A� ars ' 'ok-n E" oNIRET uaunAl�RR1m sAx e-o GUA D I S NOTE-- THIS NOTE EOR CDHII�N0ON OF SE-Ro1IS: t RMOVAii E WhTN om� •E D,.EDGE DISTANCE At214CEdT TO Al aPEPAHLE DBE ♦SEE grions Or USE FOR I-�SHEET 4 FOR TYPICAL SKIXFER ,a WI slim 13) OR ENTRANCE 817DE 7A 0.4=HEFT 19.SSEMBLY INSTALLATION DETAILS W/ HV BLADE 11 MY WAY SIXT AM INSTAAUAnrONS CM BE MOK m FLORIDA BUILDING CODE(Mon High Velocity Hurricane Zone 0 2015 EASTERN METAL SOPPLY,INC. BERTHA HVTM ;�P.•�CENSF .9 -- A Accordion Shutter System zz 1 L E coi ra . ■S■SA ■ ■ Itv BLADE#1 W/CR W/0 FLY.WN"N BLADE !t / l✓1�:* American Shutter Systems an ate+1K: 1u TILSIT TESTING& ENGINEERING COMPANY ATEAF :;mss H,,,, �. ,.,�,. ,,, noRV4 m1 Association. Inc. , OLD 11-192 4/13/15 DATE 4/13/15 Iironc;(305)fi7T-1530•Fm;(3Gs)an-ls31 4268 Westroads Drive 2 DRAWING No „c'•. �c •- E UEmo aTwm West Palm Beach, FL 33407 3 /DNAL MATO!/XLLR1Jr.P.C. 4 15-085 P.E. Sr SIGNhtRE/DATE FwRw LK p 44167 5 SHEET OF 20 SEE END WALL 10 a 18 wre IN E) MNG GLASS INSTALLATIONS Wim/ 1 HV **AN ALTO GN`N I= ON .M 5, �m OUT 9P � AND ALT[JtLtTE IN,no:�ON SUfET S - BLADE W HV CENTERMATES 1m�o ®°®°"®•OO O® 10*®°A OR SEE END WALL CONNECTION to•®W�•�1t7•®« aLrnNC cuss DETAILS ON SHEETSID a 18-1 2-s2'�i/d'eD•-2 1 I ®•®w Q,®w�•Q 3 1/4- 7' 6 1/2' 7- (`D6J Tc u0T)A OPPOSING AWAEW/(z)L{soTaxav ,/z a®•® SYMMETRYCAL woaas o COY#CF 1E I- CENTERMATES CE T R ATES. (rMlao rC1Q h /10+3/4'S.N.S.O 72- ��c MR.SMAPA71ON (a)�tOX1/z'str_s.ro TUdE D.C.rvu W/ NV LOCK mor•¢5) W/ HV LOCK or sEEscla��� AT EAOI A1A.'1L{iTP) ®� * 5" �* 3 ON SffET 11) 5 I N 5 i 1 30 JIIA 1 4 tr-- 0 �� HVB OUT ®" H`, 10•Q��• ®•®°' HVA ©m®m©•OmOw 10+�3« flDS,U�G GLIM C -POU#D COCMCME NCRETE CH �uG !� S)'MME RICA IN o"WXL �.�.—���. ;®�-- ------ �-- SCHEDULE 1 8 •®m Q9•®«(�.Q \ews,N CENTERMA S +.sFPArunDN —�— —p©�®——— * W HV L oMMALvrlExloa) ®'®`°®•©„Q.Q ON sll�r n) MIN.SEP7JNMN / ro clAss IN ® © "®• (SEE SCNEDULE — _ ON SHEET 11) ( ) -fik ----' - --- -—-—-—- ---------- _ OUT �r�NcxE,E -� i 1 ANCNORS O _ ------'-- --'-- * O i6"G.C. 1 0 * 3 vAs s t * ® OUT 6 1/2 ACC urx S M EWWO HVE HVF** HVD FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone t\\plNnllgt/Ii C)2015 EAMMN METAL SWny.INC. ```PEER A:7lL(/T✓,,�' BERTHA HYD, CEM.� IECm�. Accordion Shutter System AKV. IMAM#1 W/CR W/O KV.WN)OW MADE American Shutter Systems DATE BROW a,._ L 71r: 7r _ TILllT TESTING& ENGINEERING COMPANY O: ,TATE OF N.N.-&h Mt R �.VFCM CW.DM,U=A JSI ASSOCfOtfOn. Inc. t OtD f,-192 4 13/,5 SAtt 4/13/,5 (305)671-1=.I.!(365)871-1531 4268 Westroods Drive z IDRAWING !70 �F'• 'ZORIO" 01 ,11 °®�`.* t"" West Palm Beach, FL 33407 3 "Fss.��..A.LL.���tt��. W��E N,IX 5 15-085 P.E. t\il'1f�E/DATE SHEET c 8 OF 20 POURED CDNCRETE OR POURED,CONCRETE POURED CONCRETE RED CONCRETE CONCRETE BLOCK WALL OR CONCRETE OR CONCRET RE011iRED BLOCK WALL REQUIRED REOUI ED BLOC(WALL REQUIRED �EX,SaNG GLASS /�EvSBN°GLASS CONCRETE ARCRO /—Ca"r CLASS N S / -C t 2'MIN D=NG OvsS O I6.O.C. 1 _� J F--] j _T�'� 2•k9tL TO MASS(SIE i EO EO NOL 1D J i EtTlfOUE mMD 1TO LASSSEFASEE:XIN = MAL SPAW71Oi ON SHM SCHEDULE LE ON SHEET 1/18".3'.MAX. ON 9 EU 19 FOR 11 EIN ME® 1 1 50 DI Qi(�EEi 71 FDR BLADE mAND (6063-TS)CONT. 0ACE5�8® ON SHEET 10'TOR 1/Y 1WF9tMADE MAND V t9 FOR ON BEET 10 FOR ALUM.CLOSER (LOCATE AT RADES®8® PLAAT TE-l((LL SDE \ Bl/ltESm& ' ,3/OETa�R Qq FO) i— OFO) I l+115E 1•CLT 2•uax. 1/2'WIN tort I (AS-APPUCAR.E)2•.1/9'.D•-2- 11 11@0 76 °C..._ —____ } 6S D.C. I -_-- _ 4 \ --- ALUMINUM CLIP GLE 1 _ _--- 6063 T6 ALLOY)AT EDDNEIGRT (1)110.1/21 S3LS.toed, 4 (2)1/4.0 TAPCONS ANCHORS TO 1 S 1—J SEE DETAIL X DR R'SN WUTHER SIDE OF(3 ))IXATE AT t OR®' V SIDE CONNECTION 1E7' SEE DETAIL X TOR 1 OR & TO TRACKS _ ADE CONNZCRON ®-6U•Q1 8 •®- SEE DETAIL X 4 a U.U. TO TRAM n 6•7 ww 8 •®w �p ®a®.'lam_©'.©n TO TRACSM KS ®-®�'�'�L'7-©�'®- 1 •o-©"l3'©•S7n ©•D,7 •©-©•O•®> -•©•O•�e.®•O-,L9a 80®nom'®"�®'� 3 END CONNECTION DETAIL END CONNECTION DETAIL END CONNECTION DETAIL Q •REQUIRED ONLY FOR SPARS GREATER THAN 12•-0- POURED CONCRETE OR �DOSWIC CLASS CONCRETE BLOCK WALL ARG 4 4 REWIRED 1 f 2 WL SEFARq= TO CLASS(SIM 1 ©165.A4 MTV.SEPAFMIN Y a ------ �y��} 1S ED ON QMa CO: t/z-w4. To GLASS(SE D _---_------ ---. - `./°R&R(DOR SHEET 19 FOR ANCHOR O __ t��f3IDDE®AMt � ------ at OUWIRETER HADES OQ Q) 12.O.C. 5 N T 19ANCHOFOR FO - GRID 0 O C. 1/4')14". _ _ 4 1 `_' --_-- EO - --- 8 OROOR 2-YIN. 2•MIN. d SEE UMTTAT.ONS FUSE FOR V IEWy / BSAt7E TQM ON SHEET 19 @aR�OORt0OR0 PLAN I OR®' �aC>O-®-t�®- DETAIL X POURED alocvu ® ON REOUIREDl9J '©- •®- 0 0 ©-O O ®- 1 V BLADE 0 HV WINDOW BLADE TO ©.O•m-®•U•®- . a CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL 5Q O®-®'"@-"END CONNECTION DETAIL 6 '®'® FLORIDA BUILD;NG CODE Non High Velocity Hurricane .Zone `SJR�R A. �,� 0 2015 EASTERN METAL SUPPLY,IHC- , BERTHA HVTM yCENS E� Accordion Shutter System O _,N.. A iW. RADE 01 W/CR W/O N.v WWW WDE TILUT TESTING k ENGINEERING COMPANY American Shutter SystemsZEV.FkcL eaPTUN un I opA °,: ILL STATE OF :¢ Axa".35t•.s.st..3a5.IMCM CAROM a =I& Association, Inc. t OLD 11-192 4113/15 M7T 4/13/15 �•• Ptc•e:(Sa5)871-7530.Fos:(305),S71-1531 4268 Westroads Driva 2 fi'•., ORf '•� c-ma+: 00067eaT.coct Wast Palm Beach, FL 33407 3 ORAh7NG No INTI{ � WA.TER A, g tu,i` S 15 FLIP=Lk. SH P.I- S�FSICF} A�l1RE/DATE 6 10 OF 20 (yEDi(t F t31 SCHEDULE +F2 SGHEDt}LE 0 MAXIMUM SHUTTER SP "L+"OR 'L-' MAXIMUM Sfiium SPAN* "L+' IMUM SHUImE SPAI,4*'L+' (ft). FOR INSTALLATIONS W/ OR 'L-' (TL)FOR R -L (H.) INSTALLAITONS aafmAAMM,(D &a Of ar INSikL1AT1oti5 Wi CONCRETE& WOOD (1)Lt:LWSIUUM ALLDTIABLE SPAN FOR A GIVEN WJ ONE H.Y.LOCH (`�or or or 1 &)W,(ONE TTV LOCKS MANSORY POSITIVE A.8.0.OESCt4 PRESSUf�E RAZING. ONE LOCK ar or "-- —'" L-:UK ALLOWABLE SPAN FOR A GNEN NEGATNE o ORW/ NO LOCKING WALL A,9,C.D.I- M,N.0.P. 0. ASD.DESIGN PRESSURE RAIINC. CENTEWAATESWf Nb LOCKi G RO05 § ODS MOUNTING F,K&L R,S, &V. LOCK(8)W/rwc LOCKING RODS Q TOP & (SEE NOTES IN It) (VALID FOR MOU MG lj,)iSWV BOTTOM SEE NOTES TT .—7} FLOOR/CETUNG WA PROCEDURE T4 t1ETERA70 NOR FL NAC FOR CONCRETE&riaooMOUNTING G,H, 1,Lt,J T,U.W&X WALL LIOUNRNGS{TOPJtWTIOM}OR FLOCKtJCELU7G: +'X m ETE&MDOD OM=Anon txwu y� CONCFZE h h1 ASa�00I AAa.otsa Asa.045W:++ MIALIA ptS t2VEN A POSITIVE ASM.DESIGN PRESSURE RATING. ,WALL MCAD M10 P&SSN1C DETERMINE MIOUMUM SPAN'Le FROM SCHEDULE. i4aSYJ1[ WNL MOUN TNG FLODRjCOtRG tt,1ap rt ow/cag WOUN07G swim Mau+tiv4G 780+6 a oN GKN A NEWiNE A.S.D.OFSKIN PRESSURE RATING, (OSA}) Ti— •m-') n=kloam MOuwm t+ t R ALL tlouawc DETERMNE MAIOMUM SPAN%.- FROM SOCDULE. L 4(}"• L- L L-{dt l 4 t-(N L 4('.J L-IN MAXIMUM 51MTEh7 5PlJi'Li'OR 1-'FOR 30 OR 76-0' 16-0 t -O' 16-0" 30 16'-0" 16'-0' SO t5'-O' 16'-0' �T�LABONS TIRO WOOD SHAG BE UMt(ED TO FINN.M,=MUM-ALLOWABLE SPAN IS EOUAL TO THE 35 tI-O* ti'-IO` m'-Y is'-o' 35 i�=ia to-1a 3s is-2' is-tD 105 ptL As.D.oESICt4 PREssvRE RATING. IUSESt D£TF737n+ED SPAN BETWEEN Lr`AND 2-•. 10�.^ 13'-10` 13'-10' 14'-2• 15'-2* 40 13'-10' 13'-i0' 40 14•-2' 75'-2' (.I}PROCEDURE TO OLTERNII.'E MAXIMUM SPAN FOR 45 13'-11 IS'-1' 13-4' 14-3" 45 13•-1• 13'-i' 45 t3'-4' 14•-3' t W CORNER CEMFRVATE 03 MAY BE U5+.D AT A:1 W/FL OR/C IN MOUNN WS! MOUtRINCiS 50 12'-5" 12'-S' 12'-5' t3'-7' S0 f2'-5' 12'-5" `�0 i2•_3•. 13'-i' MOUNTING(NSrAUAMONS.LOCKING SPEOFSC.ATIONS W/Fl09RJCEILMC MOUNTINwS: _ - •-t- 12-11- 55 11'-10" 11'-10• 55 Ott•-1•� -11'-11' SlW,L BE A^.,INDICATED ON FNFlOATORY CONDITION f2 FOR A M04 POSITIVE AS.D.DESIGN PRESSURE _ .—..so 11'-4' ll*-4' 60 t0•-2• tff-11•" NOTE 15.SHEET 5. RATRC: ' 65 10'-10' 1D•-l0' 77`-t' tt'-1Y 65 10'-10' 10'-10• 65 9'-5• 10'-7- DETERMINE: 70 10'-6' IV-6' tC'-9' ti'-5' 70 10'-6• 70'-6` 70 8'-9' 9-4' Lt+s.MAX,SPAN E7S{WDLL MOUNTING IN5TACLATI0.NS. TS 8'-9' R45TAL1A1f0N pm FOR ROOSfOMING MOUNIUtO 75 1ff-1' 1tl'-1' 70'-1• I!'-1" 75 10'-1' 10'-t" tt C'(CVPr THAT FMitIWM SHUTTER VM-L+•OR 80 9'-ID' 0'-f 0` 1tl'-0'-f0'-9" 80 9`-10' 9'-70' 2-'AND MAXMUM A.S.D.DMNC PfMSM3S RATING FOR FOR A EVEN NEGATIVE A.S.D.DESIGN PRESSURE 85 9'-6` 91-6" 9'-9' 14•-5" 85 9'-5' 9'-6' Ub1910ON44 01(0 IXk4CREM OR OONCREfE BLOCK RATING, 90 91-J' 9•_}' 9'-5• 10'-I" 90 W-3' 9'-3' 5.WS t1sOT£D h4 fOULOWS: OETERUTIM, 95 0'-0" 8'-9 9-2' D'-tO' 95 9'O' 8'�9' 1- CONNECTIONS TO KEYSTONC MOUNTING Lf MAX.SPI0 FOR WALL MOUNTING INSTAllATIONS. 95 ' 100 B'-9_ B•-4' UMRED'TO +6a,72 p.v.L AND 8'-0'SPAN, SEE LA-.&M.SPAN FOR tVO09/�•DiG MOUNTING 100 8'-9' B'-a` 9'-(i 9•-7 _ Mouwnt G 0O SHEET 7. IWAUATKYNS, 105 8'-7* 7-11' e'-9' 9'-4" IDS '8'-T T_.T-i tFLM' IE 710 B'-4' _7-7•.. -8•-7' 9--2- 110 W_r 7'-7' MINIMUM .MAXIMUM N'Ll+*LE SPAN Ll EOVAL 70 , Its W-2 7'-3" 6-4 6'-i 1' tis _ B-2- r-3 SEPARATION TO GLASS SCHEDULE ""M�" "t'+ +. u-AND?:- _ 120 B•-0• V-11* 8-27 6--9• 120 8'-0• V-W.-2* (4)GO TO ANCHOR SCL'IEDLLE WIM FKAL MAJWOM 126 r-1a" W-B' -0' 8'-5' 125 7'-10" A LOWAME SPAN AND NEGATGIE A.S.D.DESIGN 730 7'-g' S'-5' r-t0' _F_1130 r-B' WIND ZONE MINIMUM PRESSURE RATING TO OLTERMUtE NAXDIUN ANCHOR 135 r-7" W-2- Y'-9'­ Y-9'- 135 7'-TS�A TIN 140 7'-5• 5'-11- T-Y 7'-6140 7•-5' ASTM E-1996145 7-a' S•-9` r-5 7•=s 145 7-3- Td OSS 150 7'-2' S•-7' 7'-4- r-0- 150 r-2`155 7'-0' S-s 7 2 6-9' 155 r-a" i THRU 3160 6'-71' 5'-2' r-t6-7" 160 6'-ti• 165 6-10' V-7• 7-0' 6'-4' 165 a-10' 5'-1" 170 6'-9' Y-11- 6'-lt• 6'-2' 170. X. a'-1 175 6'-T 4'-9' -">' 6'-0' 775 6'-0' �'-9' 1,•'�,` ISO 6'-6• 4'_g'- 8'-6• W-10. 180 6`-6- 4'-8` H BLADE LJ E 185 6'-5' 4'-6" 6'-7• 5'-6- 185 6'-5" 4'-6' 190 6'-4' 4'-5' _8'-6• 9'-6• 190 6'-a'- -�4'-5' 195 B'-'_•..-4'-3'- 5'-5 5'-5• 195 6•_3• 4'_3•. 200 6-2- <'-2" b'-4' S•-3` _200 6-2• _<'-2• FLORIDA BtliL01NG CODE(Ron High Velocity RurriGDrie Zone 5'-7 205 6'-1' 4'-.1 0 2015 EASTERN METAL SUPPLY.INC. ,.t4"t4q 111 INN... A H V TM ANSA E C fl>K�. ■ ■ ■ ■ Accordion Shutter System �� ..... FLY GLADE�1 Wj OR w1n FLY N{NDOW aADE TIL.UT TESTING&ENGINEERING COMPANY AmBr14�n ShUMer Systems (165CRYifDN CAT: 6777 N.'IM.Mm.SC.Sto.704.YAOpVA f+7CC7r,..1tCR114 737 Association, IRC. 1 OLD 11-192 4Jf3j75 GATT: 4jt3f15 Puc,:,:{,1 wl l-1530.Fm:(30)971-7571 4265 Westroods Drive 2 aRAWtNG Na 4 max t`tarotAaa.com West Palm Hench, FL 33407 3 o''' Ftwxla�_ "k 7DLR7ES 719 PC 4 15-085 --/,CFF5' �` rLDRM tan!44167 5 F'4, �T-A()Ir$� E/DATE 6 11 OF 0 SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES (SEs IlouNlblcs 1:C.&H ON star$a e 71 1.ANCHORS TO SUBSTRATE SHALL.BE AS FOLLOWS: Pom OOI 210vto atalc am FOAM OMICEIF (A) TO EXISTING POURED BETE(Wu1.T'0-3 k.1 VAX" (E)WALL SILL MOUNTING ©CEILING MOUNTING I H&FLOOR MOUNTING -1/4'9 TAPCON OR TAPCDN VM AOVMCED THREADFORM TECHNOLOGY W-40M AS MANUFACTURED By LTX B UILCOL p0*,rc-3 I=) SPAN ANCHORS SPAQN0 1/4'0 x 3/4•AL PONIS�-SET ANCHORS.AS DMTrd l=BY ALL POINTS SCREW.BOT&SPECALV COMPANY.(&M.fe=3 14 (p Isar N=*Pftmg Fax= Ez FIu9R OB 01131 xwK PP99E2 PATHT -10 CUTE TAP CONCRETE ANCHORS W/CP AS MANUFACTURED of FIDRMA FASTENERS DREOT;B C (m rc-2 w) 3o 40 60 1751901120116012M 30 409.Wi 715 90 12016D 205 3O 40160175190 120 160 TAPCON OR _1/4 A TAPPER+ANCHORS AS MANUFACTURED er P121106 FAsrai m INC,AND DL4TAITUTED Ct ALL POINTS SCREW,EDU&SPEMNJY t. 8 ° e e a e 14 ,2 115 9 0 8 14 1 10 9 G 6 s c TAPCOH WITH XNAtCFD CoMPA7IY OR ANY OTH3t APPROYEA LICENSED OR ARHORM D VENDOR REaISNERED WIN TINE'AMCRIM STATER SYS.DNS ASSOCIATION.INC H 12 10 D 0 $ a a 14 12 /0 9 8 0 6 5 14 12 10 9 0 8 6 B 7HRFA0^"ORFE TECHIICEOGY (Vor5-3 04N) OR LEM 14 12 10 9 5 a 6 0 14 12 10 9 a a 6 6 14 12 Ii 9 a a a S ALL SCUD- H 72 10 9 0 6 a 7 11 12 10 9 8 0 0 0 1{ 12 10 9 0 6 5 a BUNC TAP W/CAP NOTE 14 12 10 9 0 7 $5 7 14 12 10. D a a 6 0 14 /2 10 0 9 0 6 3 TAPPER+ Al)ftMMLRI EMBEDMENT INTO POURED CONCRETE OF TAPC011 OR TAPCON NTRH ADVANCED/FIRFAADFOfaI TECIDIOLOCY ANCHORS Ata)TAFN'ETt+ 14 /2 10 9 e 0 a 0 N 12 10 9 a 0 6 0 14 12 10 D 0 e 6 55 ANCHORS IS 1 3/4',AND FOR BLUE TAP W/.CAP ANC{ORS 15 1 1/Z'. 4•-414 72 10 9 6 0 a 4 14 12 10 9 0 8 _L 1114 12 10 0 D 9 4 35 AL2)e6+CM7Tl ELHEFD17E1T OF 1/40 x 314'ALL PDoriS snm-SET ANCHORS Svu.BE 7/8'Bno THE POURED c°vatETE.No EMBEDMENT 14 12 TO 9 6 a a 4,5 14 12 10 9 e 0 _L al la li 70 a 0 e a 43 INIO STUCCO SHALL BE PERMITTED.1/4.9-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2•LONG Mftuuu SHOULD STUCCO O05T,AND 74 12 to 0 73 S5 315 - 14 12 10 9 7 5 8 6 5 14 12 10 9 0 7 55 4 • is d/.7KA t3AiAT015 K if09 t'.MIATN FOR WALLS WITH NO STUCCO. 5-0• /4 12 10 9 8 0 T 6 14 12 10 9 a a 6 S.3 14 12 10 9 0 0 6 4.5 C 01 4@7 16 14 12 10 0 8 7 4 - 14 t2 10 9 e 85 a 33 74 12 10 8 55 5 35 3 A1)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAYERS OR ANY VENEER BE FOUND ON THE DISTINa WAJ,OR ROOK T4-12 10 9 a 75 4.5 - 14 12 10 9 a B 6 43 l4 12 10 9 a 6 45 75 ANCHORS SHALL 8E LONG ENDUGH TO REACH THC MHN-STRUCTURE ED"SAM BALL FINS.ANCHORAGE SHALL BE AS INDICATED ON 14 12 93 75 03 43 - - 14 12 10 9 6 7.5 53 4 14 12 10 9 a 6 43 35 NOTES Al &AL2)ABOVE.OR INSTALLATON ON'NMRL SIDING OR EFS WITH OR WITHOUT METAL STUDS CONSULT INS EHG97EER.FOR 6'-0IA f2 I0 9 0 0 6 - 14 12 10 0 a a G S fa 12 10 9 0 64 '3 - tN$TALlA INTI Ek$WITH META:STUDS SEE SHEET 20. 14 /2 10 9 75 05 3 - 14 /2 10 05 7 55 4 3 74 1 a 65 a3 1 S 74 12 10 9 e a - - 14 12 10 D a es 5 715 14 12 to &5 e 3 4 - (D) TO TAPCOG OR RETE BLOCK.(VAIN D 90) TH 14 12 s $s u 3 - % 12 t9 9 a a3 43 35 14 12 N a 7 s a5 3 - H/4'e TAI'CO`N oR tMCOH WITH ADVANCED iNRF.AOYORM TECHNOLOGY AHi]IORS,AS M7NITFACNRED BY LT.W.E4W.DIX. 14 i2 10 9 e p - - 14 12 10 D a 7 5 a t4 12 10 D 75 SS 4 3 -1/4'9 x.3/4•ALL PMIS SOLID-'.CT ANCHORS.AS DISTRIBUTED BY ALL POR45 SCRW.BOLT&SPECATY COMPANY. T-0• /s 72 70 B G3 4 - - 14 12 9 25 6 45 33 - 14 afi 7 35 a5 J.3 - - -1/4 o BLUE UAP CONCRc'lE ANCHORS Mt/CAP AS MATNFACRIRED CY FLORIDA FASTENERS DaRECr,WC. 11 12 10 03 7 4 - - 14 12 110 9 75 55 4 - 14 .12 9 7 73 43 - - -1/4.9 TAPPER. ANCHORS AS MANUFACTURED BY POWER$FASTENERS,RNC.AND DISTRIBUTED BY AAI.POINTS SCREW,BOLT&SPEMMJY 14 Rt 7 S.5 {5 - - 14 12 0 TS 53 1 - 14. 12 9 7 8 t3 3 COlWANY OR ANY O'il'fR APPROVED LICENSED Olt AUIHORQED VENDW REGISTERED WITH THE AMEPCAI$HAIRIER SYSTEMS ASSOCIATION,nM, 11 t2 10 B 6 65 - 14 12 9 a G ♦ - 14 12 10 a 63 6 35 - NOTES`. 14 12 03 7 SS-3= - 14 12 E,is 55 4 3 - 73 63 5 5 4 3 B.1)MINIMUM E1IBEDMENT INTO CONCRETE BLOC,OF TAPCOK BLUE TAP W/CAP A4CAMS AND TAPPER+ANCHORS IS 1 7/4•AND TAPOON N 12 93 75 6 - - - 14 12 93 a 63 5 - - 14 12 $ 6 65 4 - - WITH ADVANCED 7)IREADFORM TECHNOLOGY ANCHORS IS 1. u .3 05 5 a5 - - 14 12 10 a as 0 -,- 14 12 a 615 5 + 9'-0• t4 t2 10 9 0 - - - f4 t2 f0 9 25 43 - - 14 12 015 7 3.5 a - - 112)M2LMUM EMBEDMENT OF 1/4.9 x 3/4'ALL POINTS SOUO-SET ANCHORS SENLL BE FNTIRGY EMBEO°ED 0T°THE CONCRETE BLOCK.No 14 t3 u o 4 - - - r4 11 `7 ss 5 35_- - 11 a 15 as Ss - - - EMBEDMENT INTO STUCCO SHALL BE PERUTIM.1/4•0-20 S.S.MACHGE SCREW USED 9HAL BE 1 1/2•LONG MINIMUM 57iaRo SnIcao 14 12 B OS 14 12 a3 7 $5 4 - - 14 63 7 $6 0 i--5 - E305r.AND I•ADNIMIIM FOR WALLS WITH NO STUCCO. 115$5 53 4 14 12 B 7 0 43 - - N it 7 55 45 3,5 10'-0•14 12 10 9 75 - - 14 12 10 a'65 S - - 14 12 8 a S 4 - - BJ)IDN CSE THAT PILLAR STOW,PRECAST CONCRETE PANELS.PAVERS OR ANY VDW BE FOUND ON THE DOSTNO WALL OR FLOOR, 14 t 7 5 33 - - 13 9.5 65 S 4 3 - - 10 73 5 4 3 - AN040RS SHALL BE LONG ENOUGH TO REACH TPL MAIN STRUCTURE DFJ7.^JD SAID WALL PDRSH S.ANCHORAGE SWLL BE AS UZZATED ON 14 11 75 55 - - 14 115 9 G 5 4 - 23 931 6 5 4 4 NOTES al)&8.2)A60Y' FOR MSrALLATI°'6 ON YLOL SIDNG OR ETFS YSTN OR WTiOUT META STUDS CONSULT THIS ENGINEER 03 5 S - 14 12 8 BS 53 4 - U. 70 W 5 i 3 FOR INSTALLATION 9410 ETES WTIn META.STIRS SEE SHEET 2o. f4 12 i0' - - - - - /4 12 9 7 6 45 - - 14 165.7 &S 45 35 17•-0• 29 93 S - 12 9 8 45 4 3 - 9 7 43 35 3 (C) ANCbRS SHALL BE DLSTAILED rGILCMNG ALL.OF THE FTcaaHEKMT'CNS AND SPEartaxoN5 of THE ANCHORS MANU`AZTUI VL LZ-5 10 7 - - - - - 14 103 7 55 415 - - - 15 OIs 55 u - - (o) SEE SCHEDULE BELOW MR EDGE DISTANCE(CO.)VERSUS SPACING RE3ATION&SP FOR ANCHORS. B3 7 4.5 - - 14 Ts 75 0 5 12 9 e u a 1�12 10 - - - - - 14 t2 b u 153 - - - 13 10 as 5 4 - - - EDGE DISTANCE YER.Hc SPACIH0=HEDULE FOR ANCHORS 115 as u - - - - - 17 a 5.5 / 35 - - - p a 1 3 - - - - Aw2aTIw AW3i0R SPJt.4tw^AFS:VALID FOR EDGE WTANC£S 907CATE0 eEIDW.FYM E.0.TILTS 7H41 1}fc 0mllilD.iSDUC:AN SPACLVO LS IDs a - 13 95 65 s 4 - 05 a 5 4 BY MULTIPLYING SPACING SIrMH ON SCODUIE BY THE FOLUDWYO FACTORS 9 63 - _ _ - - - 14 M5 ] 3,3 43 - - 11 U 53 a5 33 - _ _ RSDUCID)SPACDr OBTAINED USINC FACM GULL NOT BE LESS THAN IOMMUM SPACING IND6;ATED FOR EACH MBAR TIPS t4 12 - - - - - - 14 1115 715 a 5 - - - 12 9 6 +`s 4 - - FACTOR OS 8 - - - - - 10 75 5 4 3 - - - 73 55 4 3 - - ACTUAL TAMER+ 23 65 - - - - - - 72 9 8 45 4 _ _ _ 0.5 7 S 4 _ _ _ _ EDGE TAPCON TFIREADFORM TECWiOLOGY ALL PONT SOLA SET BLUE TAP W/CAP Mal,SPACING. 6 6 - - - - - - 13 93 65 3 - - - - 03 Z--5 5 4 - - - - DICIAtNGE la-0 1' 12 Z_ - - - - - 14 OS r 55 - 11 ss Ss u - - - - Eo. NCH.SPACING-3 M9a SPACING-3 SPACING-3 1/ TOL SPACING 3 3 J/4' 4• to 715 - - - - - - 0 7 415 i5 - - - - 7 5 u - - - - 1 HV BLADE W -OURED Call,Ibc,& FOIPFD amuz 02FTETE Lomat aDa a �tE&POJrD t13a>mE tnasE 11002 615 �L�,s MN ED.3 1/2'UK ED.-2 IX Mt1 rb•31 Col TE BLM.zIOL rA.3 I/l ca.z 7/I 7 s -1- - - - 3• Lo Oso i.o 0.7� 1.o 0.84 1.0 ,. - - - - - - - 33 10 GO - - - - - IDs a - - - - BLADE WORKING - - - - - - _ 615 as 1 - - - - $3 5 3 - - - - - 2 1/2' ODI 1.0 -_ _.._ _ 0.67 1.0 To - - Z-5,w- s - --es.a 1 - IN UNISON♦ 2• 671 OSi 7 _ - - - _ 13 p5'S3 - .. _ .. 9 63 43 _ - _ _ 1 3/4' 0.91 - - - - -- °43 _ _ _ _ - - - 6 B 4 _ _ - - - 8 45 3 _ _ - _ - 1 1 2� 015 - - - - 015 95 - - - - - - 95 7 s - - - - - 6 a 4 - - ..1- - FLORIDA€UILD] CODE{Non High Velocity Hurricane Zone A:TQ/f'11z ®2015 EASTERN!META WKY,INC. �ENSf''9 = /7-7F BERTHA HVTM -- �■S !�`�A� Accordion Shutter System "c KV.IXAM#1 W/CR W/o Kv WNW aAM American Shutter Systemsiv. GI347Df 1. DATE I OWAiTI BY: ML. •�� TIT TESTING &ENGINEERING COMPANY _STATE OF w; bus Ns,34tH s 51..Sob.V%r-rARODN3,FUA9 A 331Association, Inc. i OLD 11-192 4/,3715-DATE 4/13/15 RTon4:(305)571_tsJO 4268 W ,FRA:(JGSk37i-1331 estroadDrive rive : 04•., D rnwT astooadc n DRAYANG No . 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