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i Bessie Carnahan 5602 Eagle Dr. Fort Pierce, FI. 34951 OPENING WIDTH HEIGHT # 1 59.5" 70" #2 59.5" 70" #3 75.75" 87" #4 33.5" 33" #5 59.5" 70" #6 82.25" 33" #7 82.25" 86" #8 82.25" 70" #9 118" 86" #10 40" 87" #11 59.5" 70" # 12 62.75" 70" # 13 62.75" 70" #14 43.25" 70" #15 43.25" 43" #16 59.5" 43" Florida Building Code Online Pagel of 2 I loiildil[)"parncT nt,,.. BCIS Home I Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FK Staff BCIS Site Map Links Search Busines;'(�) Val ProfesslnaR:Public User Regulation Product Approval Menu>Product or Application Search>Application Lis[>Application Detail " FL# eproved Application Type Code Version Application Status 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 Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordio Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A..Tillit,Jr. P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By John W. Knezevich,PE Validation Checklist-Hardcopy Received Certificate of Independence FL389 R8 COI HV ACCORDION CI NONHVHZ.odf Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code i it htti)://www.',floridabuilding.or2/-Pr/-Pr app dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx5... 3/30/2016 Florida Building Code Online Page 2 of 2 ` I Product Approval Method Method 1 Option D 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* Model,Number or Name Description 389.1 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks Blade 3-(Non-HVHZ)-Drwg 15- (top and bottom)for storm protection 086 Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R8 II A.S.S.A.INC. DRWG.15-086.odf 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 12'-7"for 35 psf FL389 R8 AE A.S.S.A.INC. P.E.R. DRWG.15-086.odf positive ASD load and 13'-0"for 35 psf negative ASD load Created by Independent Third Party:Yes the HV3 blade w/o window blade,5'-2"for 110 psf ASD load for HV3 blade w/o window blade and 8'-11"for 62 psf,9'-6" for 55 psf HV3 blade w/window blade working in unison.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.See sheet 5 for other spans and ASD pressures. 389.2 Bertha HV Accordion Shutter ade truded aluminum interlocking blades retained by tracks 1 Only-(Non-HVHZ)-Drwg -085 ( p and bottom)for storm protection �umtts of Use nstallation Instructions Approved for use in HVHZ:No FL389 R8 I1 A.S.S.A. INC. DRWG.15-085.odf Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant:Yes Crealedby Independent Third Party:Yes Design Pressure: N/A Evaluation eports Other:Large missile level"D". Max.Span is 16'-0"for 30 FL389 R8 AE A.S.S.A. INC. P.E.R. DRWG. 15-085 HV.odf p.s.f negative ASD load depending on centermates and Created by Independent Third Party:Yes locking rod configuration for the HV1 blade,8'-0"for+64, -72 p.s.f.load for HV blade for Keystone mountings 7'-0"for +75,-75 p.s.f.for metals stud mountings and 8'-0"for 110 p.s.f.for HV1 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- Extruded aluminum interlocking blades retained by tracks COMBO-(Non-HVHZ)-Drwg 15- (top and bottom)for storm protection 084 Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R8 II A.S.S.A. INC. DRWG.15-084.odf 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. Max. 16'-0"span at 30 p.s.f ASD load FL389 R8 AE A.S.S.A.INC. P.E.R. DRWG.15-084.odf for Blade 1 and 18'-0"for Blade 2. See schedules on sheet Created by Independent Third Party:Yes 12,25 and 28 respectively Back Nest contact Us::1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail 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 mail.If you have any questions,please contact 850.487.1395.*Pursuant to section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails 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 455,F.S.,please click here. Product Approval Accepts: ® -171 M kcuritNmi iv; + http://www.horidabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx5... 3/30/2016 GENERAL NOTES BERTHA H.V.ACCORDON 5HUTER SYSTEM SHOWN ON THIS PRODUCT ALUAION W P.=ESM-4 VM,-.rD FOR=MFLIVIC-IN ACCORDANCE W.�.WE 2014(Zth EDITION)OF I<F�ORXA BUILDING C0CF-THIS ACOOEUX0 SHUTTER SYMY SHALL FACT HE ENV%LED AT Hg�tVE%& 1, ,I_ DESlGN*1140 LEADS SWA[L BE DETERMINED AS PER SEDECN'En OF THE ABOVE MENTIONED CODE,FOR A BASIC MD SPEED RE-QULRBD BY THE JURTSEXCDC11 WIRE SHUTTER WILL TABLE OF CONTENTS BE INSTALLED M A VRECDDKAL[n'rAGTCR Kd---SA5,USING ASDE 7-10 ANO,SHALL NV IDI EW 74Z MAXIMUM(ASLO.)OES:G4 PRESSURE RATINGS INDICATED ON SHEETS 11 V.RU let 19&20. IN ORDER M VM- ,Y 71,E AEOIS CONDITION,QLTALk1r D:S;GN%IN3 LOADS DETERMINED PER ASCE 7-10 SPAT BE FIRST REMCED TO ASO.CESON IM.40 ENDS AREA 1, W BLADES(1) By UUMPLYNG THEM 7 Ge IN ORDER TO COUPARE THESE W/MAX(ASA)DESIGN PRESSILAE FATINGS INCICKTO 04 SHEETS II TWO 15.13&20. GENERAL NOTES SHEET I IN ORDER TO VEIVIFT THA-CCUMNEE45 AV ANCHORS ON THIS P.M.AS TESTED,INERE NOT OVER STRESSED,A N 9 INCREASE IN ALLOIA9`-E STRESS FOR%40_OARS W'AS HE(SED V THEIR SYSTEM COMPONENTS 1-23 SHEET 2 ANALYSIS.EVAIEVER.A TEND MRATOCK FACTOR M-I.W SEAS USED MR VEREFICKTION OF FASTENE-RS IN%MD. SYSTEM COWON S 21-37 SHE 4A N.V.�CCORDCN SHUTIER T�V.I[V'S ADEQUACY MR)NUK)AND 14ME MISSILE IMPACT I=PAS BEEN VmpEa N amat vnER sEcraN 109.-Or THE AWi-.ME�MONM CODE AS PER -U 3 A ep. SHATITTE MID ACCOR ERM R TYPICAL ASSE)A9LY '53-44 S4,-,7 A TYPICAL WINDOW &M .4 w E-T'_13s AREA 2• FSIt ADE(J) (;�INDDAV BLADE -11N 910.0E 0' 00214.01-03.{1]715.0'-DTI.JIM4,01-05.0.1214.01-05,10317OZ-06.f-3601,01-10 AN(0210.01-11 AS PER TAS-201,TAS-202 AND TAS-2.3 PRDTGCOTS ANO AST'S AND E-1996 SMIUMVIDS(M!M-E LVS,D.VNO ZONES 1.2&3'&01220.01-10 AS PER TAB 201,203&203 PR O=iCI.S LARIG'MISSILE. -hV VRNEKNV MACE 8 0505.01-121 AS PEP.ASTV E-Ieai AND E-1996(UTSVILE LMS D.VAD ZONES 1.2.3)UIASC PROTECTION ONLY 910 f 0725.01-M AS PER TAS 232 PROTTecv- TYPICAL 54JIFTER RADON&NOTES ON LOCKS SWEET 5 INSTALLATTON DETA15, A-F.CONCEzTE/Bu:Kx SHEET 6 2..4 ,=N BLADE 8 ARE ENZINZERM Ta-9,VK 1.1 UNISON". MR OVER UNDER r4E GEN?PR UUMATICUS,MD CONDITIONS.OF USE N)ICATED ON SHEET 19 IIISTXLATIDN DETAILS G-V,COI-CIETWEILDIX SHEET 7 3.a . 'MUM BERES CSKrER1,1A7,E DEtATLS W SHEET 8 STP.W."..:J PUTS(W SCR-AU),USED A�BLADES KVJCXLf AND FOR DIRECT MOUNT CONNECII(PI TO TRACKS SNAIL BE JM14%Z7;5ffCOATING Jlj4j,167"-PECTArLY,41 "1. STEEL SCREWS W7-H 135.0 ke,VIED SFRENGTH.'AND 180 E�H TENSILE STRONGER.RHS SHALL US COATED WITH BERDA,W N S7 AS MANUFACTURED BY APFRVTH�O CENTERMATE ALTMMT)KG DEALS HIT SWEET 9 COATING APPUMM.WGLSTERW WITH AUEEMAN SHUrER SYMMS ASSOCIATION.FUS WAS"BEAR THE W MARKING OR THOR HEAD. I MID LOFT SPAN D,TAILS 1-6.CONCRETE/HLOCK SHEET;C 4,ALL ALUMINUM EXIRUSID.�S�Be ALUMINUM ASSOCIATION ALLOY AND TVAPER AS N=T�D ON SHEETS 2 AND 3.MMUY YURG STRENGTH FOR SWIM At-Of IS JC k,,i 90 35,7�;Fall UA)CMUM SPAN SHEET I 6005-1S ALLOY. SLED T& S.ALL SCRIM TO SE SIX I ANCHOR SCHEDULE-CONMETE&BLOCK SHEET 12 W-M STEM 304 01 ME AS!SERES Ca CORROSION RCTT5TM41 COATED CARBON STEEL 0.9 PER OR 53018 MIN 50 1,11 MIN YnD STRENGTH AND 90 W U:R.(ENSILE S7.RENSTH, ANCHOR SCHEDULE-CONCRETE&BLOCK SWEET 13 AND SHALL COM-Ly W11 FLORIDA BUILDING CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE-CONCRETE&BLOCK SWEET 14 6.SOLES TO BE ASTM A-307 GALVANIZED STEEL,OR JUS,304 OR 316 SERIES STAINLESS STEEL%rR 35 16;VATM-,�.YIELD STRENGTH. ANCHOR SCHEDULE-WOOD SWEET 15 7.SEE DIE FOL I L0940 7SEFS FOR ANCHOR SPECECAMNS:RV BLADE 12.13,14,15 AND 20 INSTALLATION DETAILS M-R.WOOD SWEET 16 RA BLADE©& BICREONS 14 MICH:12.13&15 INSTALLATION DETAILS S-K.V,* SHEET 17 DID CONNECTION CEMLS,-12&A.WOOD SHEEF 18 B.THIS BERM W.V.AMOR0:QN SHJqEA SMV SEARS A U.S.PATENT 08'779.582_COMPONENTS OF THIS APPITNIL APE CQVY.ED,III WHOLE OR IN PART M US.PATENT J5'458,173 ISSUED TO EASTERN METAL SUPPLY,INC. AREA 3: w YANi)ow BLADE 'ONLY 9.It SIIALL B-THE RESPOKS[OrnY CF TH CONTRACTOR M VSR[FY NE SOUNDNESS OF W SIRUZVJRE'AREAE SHUTTER IS TO BE ATTACHD TO ENSURE PROPER AXCnORAZL CONINCIER TO SEAL/rAUILK ALL suaa wm--o%m EixTiS wcq R-augi.Ttm Fisrm.c w-vC NUCUS wNRAzT KITH�..BYLO240 m PRE,;T-w vNVARAIN ITHIRWOR. TYPll�' SHUTTER ELFVATIG% SHEE7 IS 10.EACH UNIT MUST BUR PEROMANVEIR LABEL III A VSIE3L PLACE WITH W WE 14G N07=QUEEN.PVJODS OF HURRY '.'E IlARKNDS HOME OWNER.TENANT.OR OTHERS,MUST PROPER.'CLOSE X-L F.,AND H; CEETTRVATES AND ERVrE OR LUCK ALL W AND NO LOCKS. AREA 4: HV WINDOW BLADE LI)ONLY 11.SHUTTER VANUFAZ'TUR I ERS U0EE1 SH ''BE LOCATED ON A READILY V19SLE LOCAMON AT ACCORDON SHUTTER IN IIZEDROANCE IYYH SECT'ON 1710AIL3 OF FLORIDA BUILDING CME.ON,L.3G.S1,ALL BE INSTALLATION DETAILS,VETO-STUD WALES SHEET 20 PLACED MR EVERY 0,PENWG LABELING TO COM"ILY W714 SECTION 1710.8.2 OF THE FLORIDA(TALDING MOO. M BERRU H.V.ACCORDION SHVYY�- SfST'S CSTALAION SHALL COMPLY WITH SPECS INDICATED III IRS DNA*'. P.US A%Y ECrLDING AND ZONING REGULATICN5 FRONDED 8.1 T-E JURJSXCF*H it PERMIT IS 13.(.)THIS 71D.'1:1FI.BY TRIS..IS.1.AND MES NOT.111...FOR A SITE ST.FROMECT,I.....Z TAE STEE I (b)CONTRACTOR TO BE RESPONSIBLE FOR ThE SELECTION.PURCHASE AND INSTALLATION RX4,VO1NG LIFE SAFETY OF THUS PRWJCT,BASED ON INS P.E-D.,PROMDED HE/SHE DOES HOT MEADE FROM THIS DRAWING SHALL ONLY BE USED TO THE COND=%S O.TAPUIT ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE ED THE cCKrUA--TOFfs RESPONSBFm. OBTAIN PERMITS IN THE STATE OF FLORIDA (,)THIS RE 0,W-11,8E CONSIDERED IWAJD IF ALTERED BY ANY MEANS. (d)SITE spasc PRO I jEcrs SHALL HE PREPARED BY A FLORIDA REGMREO ENGINEER OR AACHTTEQT WHIM WILL BECOME THE ENONEER OF RECORD(Ea.k)FOR ME PROJECT AND WiD W.LL BE RESPONSIBLE FOR THE PROPER ME OF THE P.E.DI ENGINEER OF RECORD,ACT04G AS A DELEGATED ENGINEER TO r-TE P.Ec.ENGINEER SHALL SLIGHT TO TIES LATTER ME SITE SPECIFIC DRAV,.GS FCR R-NIEW. GERIODOL P.E.D.SIOLL MR THE DATE AN'D ORIGINAL SEAL AND SIGNAMRIE 01 AHE PRO.-MONAL ENGINEER V RECOREI THAT PREPARED M FLORIDAMIF BUU CODE(Non High Velocity Hurricane Zangi 0 zois EASTERN METAL SAI-MY,INC. BERTHA HVTM 11i�Lgq�q. A.S.S.A. Accordion Shutter System KV.MAM#1 W/OR W/O KV.WHIM IXADE American Shutter Systems MA DATE U, TILLIT TESTING&ENGINEERING COMPANY A3sociati Inc. w 11-192 4 131161 a on' _W--4ALVJ_5 W,u.S.- -.-- 4268 WeStr.ods Drive N Nest Palm Beach, 3407 -15--01' FL 33407 70 CIN 133�. 15-085 ANAL 0 "'ALTOR I DUE,A"P7 AT j P.E QSi&5E/GME, �20 I VACES Ib1E' 3= 'o 63. -'-'---4271• I �C I a.]65• 67- • _ 4.657' _----.-999'__.-1� •\, c (' 1 HV SOLID JHV UNIVERSAL FLOATER c J '-,• HV 90/80 STARTER CC SRE UNDER US PATEN7 j 545817- CU JrIED FOR USE W/hl'BSE 1Q QUALIFIED OR JSE Y•' HV WINDOW BLADE' 6cc5-5 ALLOY AND TEMPER �HV DIRECT MOUNT :r/Bsa=J QUA'�FlED FOR USE W/H• E3c3 TE A_LGT J•D _ BLAD_O •r_=UV-TATIONS OF USE OFBL47E 0::SHE- i5 6053-1E ALLOY A.D iEM!?3na.-I 6063-T6 ALLJ(AND T"-ES i_ T• t I Z _2.67. g a'_ 7 _ Tl;' +/ 1.0.^0'.. i .59 �__ 6-0 . .670' 12.226' ._ ,,012 6a2' ^L-------- ' HV ADJ. ADAPTER W/LIP 6.012' I C.�?�. - J QUALIFIED F03 USE W/FIV �8}HV WALK-OVER TRACK (g�,HV TRENCH TRACK C6 HV ADJ. FLOOR TRACK BLADE OUAUFIEO FOR USE W/W/ 9, , .,.63-TS ALLO"AN:TE PER B-_A3T-� QUALIFIF.O FOR USE VI//r/ QUALIFIED FOR USS W/NV E063-76 ALLOY A?• TENPE.R &ADE C1,ONLY. i19 HV RAINGUARD BLADE 1Q 6053-T6 ALLOY AND TEMPER QUAUFI%D FOR U�E V//Ill 6065-TG ALIOT(Do TEM-ER ^-i Y•p e^,� __19.6'._ BLADE C7l I' 6063-T6 ALLOY AND TEMPER r—'1` VMiIE -1.9]6' • 1_91). —.__.. .1 --_ v. .O6!' _ .CE]' �_I_.Gd]' -._R52 ar C9]• '.093- -- 41 qL,, r—".686' D HV HEADER/SILL z 2�--- 11 HV CEILING HEADER 13'HD CEILING HEADER/SILL Q'JAJFtEC FOR USE W/W/¢LPDEaion'r F-" H.J HD WALL HEADER/SILL OL LIFlED FOR USE cW/W/BLAOE(t�OV Y• 59;3-r_ALLOY ANO TEMI-ER'• QUALIFIED FOR USE W/NV BLAO_(1; SEE SECTION_FOR VALID TTd' SEF.SECTIWZ FOR VALIDTY. QUALIFIED FOR USE W/HV 6363-T6 ALLOY AND TEMPER 6063-T5 ALLOY ANO TEMPER BLADED ONLY. 6063-T6 ALLOY AND TEM•?EP. % COY-01ENT A 9 TI T2 r 1 % Y t LL`1%NNYl01t I 2' 2- 0.125-1 5• .ofiz' • i_2 IS 1/E_ �/B ❑ A• 3' "o oas�• I 1^v6 2- 5•Mv.':a 192• 0.132' �- 16 p CORNER POSTS QUAiUFlED FOR USE W/W/ EALUMINUM ANGLES "9 ? x.s' Y Mix.0.190- 0.190' QUALIFI-eD FOR USE W/WJ BLAMED QUALIFIED FCUSE W/W - --- -- BLADE Qt 5C55-T6 ALLOT AND TEMPER 6063-BLADE UI ONLY TEMPER e 1 2' 5•MAAj 0.139' C.131- 6063-T6 ALLOY AND TEMPER FLORIDA BUILDING CODE(Non High Velocity HDrricane Zone 0 2015 EASTERN METAL SUPPLY.ITT. BERTHA HVim BENS 9 - ASS A Accordion Shutter System µy,BLADE X71 W/CR W/0 KV.vn700W BALE *= American Shutter Systems 6v.x 3TSc9u•nax wrz oPAwx a^. M- *• Q�/1/'� ,�S TIWT TESTING&ENGINEERING COMPANY (�yeOclO}1Ot1. Inc 1 dD 11-192 wTe 4/13/15 STATE OF .W: w x.W.x6.se.sT..x].\aoma uaxNs,nwrA aI 4 Pnane:(]9s)ml-tsw,im:(31ss;611-ISTI 42fiB Wastroads Drive 2 DRAWING NO -,pF• F(S' DRtOr'_`•�?��.` .-m?� Iw..or. West Palm Beach, F,33407 ] 5-085 -i f' ` ] WK1FA A lILL(f Jr.P.E a 11 SH.S,�IONAL� \•` naeOA O� 4a 67 5 SHEET P.E. [NL/fd6NA1'URE/DATE 2 OF 20 i I .9 g. - 2.293' _T1.-7:-3' I I-- _e331' I TF.:.r_c /iS1.Tb FluVi•'. fy5• lz M57 .1 EAxT FATS-'-J I�t�y2j1 / �..• $I a� a�. .csz• I - R e K-x LM a 2�' HV CENTERMATE —--- ', , ---` �:� __ -• ia9r9E `:�`Y`a�=: u / � 2 HV LO G CET ATE i� �•"' ` ' c V OC HV EGRESS LOCK O"1LIF_J FOR USE' M!P.IADE I & 'C2.Y E053-i5 A'��OY AVL TEN cP. OJAC7FTE0 FOR USE W'/HV BSE 1 &SA Ot:Y °i 3.6;3__,� .e7s' GUAL1�EJ FOR USE YI/ti�i OUPLI.EO FOR USE VY/FY 6G53-TE ALLOY ANO TEV.FER �'2'�J HV CORNER CENTERMATE BLADE: &g ON Y. BLADE:1& ONLY. _ OJAJ�IED FOP,USE YI/HV RW� .z-W Go. 29]0• 6063-T6 ALLOT ANC T_MPER L..r a 15 i 5•a' 1.25E' 922 ?.'SIG HELI r; K, .� 20W 17— r• 29xDEc m ;y oY sGREr Luog I I i o s I �...fiI.3EV A-ra 5zr•tiO •( �1 1a I ri _ �'�.' .n6j• - ^I 925_+ BEFORE F.VETINC 20 x 3/4" ;i- 1 4"0-20 RIVNUT't or- - I o "1 ,r - � � �I S.S. THUMBSCREW / 1 - I •:j I I K "sE•]cs s+u uww•7u(zas-n.mac u rw:E n.: 7.252'_. 3r3C -.' / L _ %6:z� .HJ nuI9S(.iI �IOM A.-�hvJF'NFF9 er AV]_ FIAI 'S 2Rprt Dc�'A�GN 1 _t.56fi_ CKFM'1pflOik.WR9Pfpr/.!<N:FPSc OT.51 OG EC'Jti 1 2� HV MALE "T" LOCK CENTERMATE j LOCKER FOR PT" LOCK CENTERMATE DuaJFIF n 7086 ALLOY/AND TB R(,ONLY � HV FEMALE "T" LOCK CENTERMATE ouAUFleD FOR ® HOUPArLienRaa uSeEYt�O K D'JAURED FOR USE VV/HV BLADE t0oN--y QUALIFIED FOR USE W/HV BLADE(1]ONLY W/HV BAT JCN-lY. FFV BLADE,ONLY. 6063-7.6 ALLOY AID TEVI-R 6063-T6 A'_LOY AND TEM-- 191] i __.__ 3.16, bil' a '�g <721 AA-""16 EsRC!DH9FR oR m,INDER 5 82. ul o. D.ar-,-Nn. D ERMA 0 OCK G ROD 3`2 D CENT R ATE l OC( G r12s M.. `-�QJAL.IFIED FOR USE IV/HV BADE I�&'` OUPLFIED FOR USE W/HV BADE 1�&v. i Oaa O "I 6063-T6 ALLOY AND TEMPEF. IT i1 HD CENTERMATE'S INSF �•� •+ - EOE3-T6 ALLOY 4NL TEMPER Ci valco.l Iz'Mw. QUALIFIED FOR USE Wz M/BLADE'& I /a"2-2u S rn 3/aY-� 1.130' 6063-T6 ALLOY ND TEMPER I _� i LS�Iz'Tuw9A,s7i 1--- �Il2 ® LOCKING R00A j� QUALIFIED FOR USE W'/HV BLADE CI � HD LOCA. 6063-T6 ALLOT AND TEMPER UV�HV�./B"0-16 ACETAL H1L 1/4" 0-20 AISI 304 BI REriJ.T HMJWARE MORILSE LOCKS SERIES 2]3]HOOK BOLA LOCK. In, TALATON WILI REQUIRE A 7/16'HOLE THUMBSCREWS �ERIES S.S. THUMBSCREWS QUALIFIED FOR USE W/HV BLPDEQ7 &CAA. DTiTLILLEO AT TRACKS FOR PROPER ENBEDL''cM QUALIFIED q IM2Ir 13 E OUAL1Fll:0 FOR USE V!/HV BIADEIL FLOWDA BUILDING COD_(Ron High Velocity Hurricane Zone ```J;`(C�•,.:..`...,✓94,� ®2015 FASIQd!YETAL SOPPLY,Na BERTHA HVw IL E C O t.-. A.S■S■A. Accordion Shutter System American Shutter System. FiV.HARE g1 W/Q2 W/0 PLV,N1pDON 9ADE z TILUT TESTING&ENGINEERING COMPANY y [r. 6Tscm1®+ oat[ clow-1 er: u! ''a S P_2�.� ".'a Kw.leN.5L,s".w5,weau Z,r,".,Lam•,m Asaoelatlan, Inc. I QLD 11-192 4/13/I5w•E: 4/13/25 A_•. F2 naLO ,,(ws7a71-Isw. r_:Lw676r1-Iml 4268 Westraads Drive 2 N. �-- West P.I.Beach• FL 33407 3 D 5 RAWNG085 n�DNAIIILa"L wu u Amu o-.P9. 4 n6Ra2•tK. gals] s SHEEP P.E. SEAL/SSIGNATURE/DATE 3 OF 2O SHUTTER ASSEMBLY SCHEDULE FOR HV iQ HV ELA3 C 14 BILADE TO 010-i FV KAD�1 Y 034-1 RECESSED NYLON LUSHWI, W,1 S:•:ORT R:C_SSEO Mr-LON 8US'iNa TN TfCN R,.-"'wSHER (DoR 9 Ikt It 7 LIV IM-irEL CARR�WGE A:51 302-W3 SSR;iS V, 4 x 2,670'x3/15"TH CK"Y"011 v?FEL. (03 ZE C�R S 0.158-0 AS!30 1 2 SERFS S.S.RYFTS __.-_!T.__ :PA.�ECN 625*. J8 HEAl EXTERIOR Hr I FIN wl CN C Ar �2- IfV 7,3/4"ACC DION PIN W/P6 H-t-43 41 ''%'0 -�A, S. I TYPICAL BY WINDOW BLADE AND T 04 POLYCAAK\ATE R"A.7 RESISTANT T`V V�%'VWV TVs POLYCARBONATE HV WINDOW DETAIL OR @ Or L i V Ill 'E"GTE 101 @3 ((SEE /" *POLYCAR�04ATE IWACT RFS! (D OR _kf)t__wlVYp�_0_ BAYER GLYCARBONATm L -ON • RESINS VAKRSTAEI:UZED ORADI E OR SA13rC Tp asp>GO Lp/ (SEE:NOTE 7-Oa SHEET 19) EQUIREMENTS Al E)CrERIOR BLADE KNUCKLE FOR INNOVATIVE PLASTIC LEM 103 RESIN (1) Liv PIN IWAYS BE:USED AT ALL EXIERiOR FOR UOTTOH KNUCkLES 0= J ACCORDION SYSTEk! V// I-,V(D OR. POLYCARBONATE SOURCES FOR 1 EVERIOR 44 KV(2)BLADE. TYPICAL SHUTTER A5SEMBLY .Iry PIN (2) HV PIN P,MAY uz_:j OF E)kND 0,4cy I'T EXTE DO HV ACCORDION SYSTEM W1 HV m�-, 'I IT v�T EXTERIOR 11DE KIN CRUE. BOTTOM K (SEE NOTE-MR B'-ADE WHEN CORRESPOND:NO TO INSTA;_LATIQTl "il". SHEET 7. V.- -3- REWREUENTS) tenamYt (3) HV PIN @ OR Wf 1/2" O.D. 1/16"THCK S.S.NVAS14-R SHALL BE USED FOR 01. T MOUW INSTALLATION PER DETAIL SHEET WHEEL CARRIAGE DETAIL PEMBLY LAYOVr r,l)HV BLADE SOLID & (A HV WINDOW BLADE DETAILS N.T.S. FLORIDA BUILDING CODE(Man High Velocity Hurricene Zone 0W..." if/ ID 2015 EASTETRN METAL SLIPPLY.INC. r ERTHA HVw Accordion Shutter System /71LIECOENC. A.S.S.A. KV.IlXE#i W1 OR W10 KV.WRIDOW HADE TILUT TESTING&ENGINEERING COUPAKY American Shuffir Sysfams, Irv..4 —,s Association, Inc. OTD II_lS2 3/1 13 $OOF 4268 Westroods Drive P LR`5)-153e.F- West Pol., FL 3340 DRAWING Na _%_m- 7 3 ......... 719 1 15-085 elff I-7 It SHEET 4 U E/DATE a 4 OF 20 i it 'NOTES ON HV LOCKS AND CENTERMATES' `,1 g° L?•�'-L3•ty'mt5 I.MAI6NTONT/CONDITION{1:0\-c HV LOCK®or SHALL BE USED AT 1/2 G SHUTTER SPAN FOR 0.W SPAN OR 12'MOVE OR OW 1 2 OF S.4Ui ER SPAN FOR SPANS UP TO 105',AND FOR IHSAtTgAS AT AN-. I ELEVATION.HV LOCK or AIAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATAC-NE)TO�f CR g II ;{ I i CDNTEHLWTES V!/(2)1/4•C-20 x 1/2"LONG FLAT HED 5.5.11.5.LOCAT.OH Or LOC<SEAL BE AS:NJICATED OV 101.140. o TYPICAL SH:IfI<R ELEVATION. ,161,m2�f;1 -Jy 2 UHW •'F DESIiED,FOR BERM PERiORWLVCE OR FO4 SECURTY PURPOSES,UP TO TMJ HV I! I LOCKQS OR VAY BE USED AS AN INSIDE OR OUTSIDE LOOK.CONY%Cr;DN OF LOCKS TO CEVUERWATES 23 IN LOG'(tONSk L LOCKBE S SHALL DICABE AS INDICATON NOTE E)0TYPICAL SHUTTER ELEVATION.x.e 1 I I 1 I I V 3. Al MON#I OR LIMRED WMDATORY i I j $2 5 W/(WO H.V. c1-LOCKING RODS ARE NOT REQUIRED AT URR.CANE POSMON,BUT VAY I E. tir S"' BE USED IF DESIRED TO ENHANCE SHUTTER PER MANGE LOCKING RODS 0:1 AN ALTERNATIVE DEVICE I MAY ALSO BE USED AT STACKING POSTION(NON HURRICANE[POSITION). 4.M/V#)ATORY CONOffION!f:CNE FIY LOCKAT MR ANY e I UII I AN PSTALUTIONS AT MY ELEVATION.M/LOCRI( �o ALL BEUSEO M AV�ODU75IOE ORKWS IDE LOCK, ARACHEO TO�3 CORNER CEMERYATE W 2 1 4 0- li j I /O / 2c 1/2"LONG FLAT HEAC KS.us. V+J LOCKING RDas AT TOP&BOIt`OM SHALL BE USED.LOCATION OF LOCK SMALL BE M INDICATED ON TYPICAL SHUTTER ELEVATION. lid J— I! 3 MAXIMUM SHUTTER SPAN S41LL BE OEIERMINcD AS PER SCHEDULES 5110111 ON SHEET 12. S. UDMO ^II I qgs 9tgg, f SS DR 02:ONE ALTERNATE F1V LOq( MAY BE USED LV UEU OF HV LOaC o FOR 0.VY SPAN AND FFF3aa3 � I jGGYj INST TONS AT ANY LLEVATON.AL ERNATE LOCK MAY BE USED AS AN LVSIDF.OR OUTSIDE LOCK.ATTACHMENT / 7t, OF 1/4.0-20x3/4"S.S.THUMBSCREW TO 6 OR g CENTERMATES SHALL B2 W.DE Vi/1/4.0-2Cx3/4"ALUM. RIVNUr AS SHOWN ON SECTION hVE,SHEET B.ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWD LOCKS AT 1/3 OF SHUTTER SPAN. ONE EN LOCK a or®SHA`L Bi I USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BELOW 1/2 OF:A ER SPAN FOR SPANS UP I TO 96'.AND FOR INSTALLATIONS AT ANY ELEVATION.W LOCK or' VA"9E USED AS AN INSIDE OR 1 ) 1 OUTSIDE LOCK,ATTACHED TO @'w Qui SYMMETUCAL CE TERMATE5 W/(2)1/4'-20•1/2-"LONG FLAT HEM S.& SEE END" 115.LOCATION OF LOCK SHA;L BE AS INDICATED ON TYP:CAL SHUTTER ELEVATION.USE Or LOCI0NC RODS'Z3 W/5§ COhY_C`iON (�L OR 9 TOP NIO BOTTOM 6 CON"LEfELY MAV64TORY. DET&US aN F K L Y 1'i p 1 SHEETS IJ& 18 TOP.FL_L HE:7i,. ' `isyS° I •NOTES ON HV "T" LOCKS AND CENTERMATES: L.-_-- Lar-x•a� OF CORV.R CEN-ERIl?T 1• _ 1t:ONE ALTERNATE HV'Y LOCK MAY BE INSTALLED IN UEU OF HN LOCKS K OR FOR ANY SPAN AND .1 n`U°+� •10•13 m I STALUDON AT ANY E1-EVATION.N. NATE LOCK® Y BE USED Al Aft INSIDE OR 0 OE LOCK.ATTACHMENT `3,m�mv - OF LOCK®INCLUDES USING REINFORCING LOCKER AS SHOWN ON SECTION HYO,SHEEP S.WHEN MUST BE 'v•.I 5'm�lY•.�}'.m:�•11�0, ----- - CONNECTED TO CEHT°•RMATES®AN7 @ W/1/4'0-20 1 1/2"LONG S.S.THREADED BOLT W/7/8'0 x 3/32" � r WINGNUT OR W/ NO BELOx1'S.SALS.INTO A 1/4"0x 5/8"RIVNUT LOCK VAY BE INSTALLED AT MIDSPA14 OR 12• . `,)•(�'Oml..••�'• m MAXIMUM ABOU!PNJ BCLO'A'MIDSPAV.UNTO OF TWO LOOKING RODS TOP AND BO*OY IS VAhT]ATORY. 80-C8-0`^B,:•@_C191•as'mCl�`5•g •NOT S 0 D LOC S & CET HATES: �r�YY -1. (�( ONE ALTERNATE HIO LCCK 41 WYBE USED IN UVJ OF TYPICAL :1; HV BLADEN.T SHUTTER ELEVATION AS I.AN NSIDE]R OUfBIO LNY SPAN AND HINSTALLATIONS T ANY IS 3/tea.E3%8 LOCF.C1. a MY BE 0USNmLD CES REWRNFORCEMENT INSERT AS SHOWN ON SECTIONS NOB- AND HDO-M'C,SHEET 10.LOCK WY BE INSTALLED AT MIDSPA.N OR 12'MAKIWM BELOW OR ABOVE WDSPAN.USE OF LOCKING RODS @ IS COVPUETELY OPnONA._ Il FLORIDA BUILDING CODE( on High Velocity J-rlcane one EA 0 2015 EASTERN METAL SUPPLY•INC.BERTHA HVTM IL E C O,N�. A■S■S■A■ MADE Shutter System KV.ME#1 W/TR W/0 KV.W1N)oW BADE Amedean Shutter Systems _ p�'71' — p„,,,,N 9 — TILLIT TESTING&ENGINEERING COMPANY y.. STATE OF a ss„„.,.T.p�,,,s,,.,px,•m.,,waa�,Nr..�,,,, Association, Inc. 1 DID 11-182 4/13/15— 4/13/15 Fm:(3m)BTt-t53t 4268 Westroads Drive x DRAWING No ��i F •\�`.�°�� °-^a_Foo a._ West PCIM BBDah.F!33407 3 ��''SS/ONAIENG•°„ Kxc®A-11.PE 4 15-085 ! L rr OF!441sT 5 SHEET ?.E. SEAL/$1ONbtIJRE/OA-E 5 OF 20 Pa RED (SEE.5 04 ca ac.�ETE mcc</ Com m--' CONCRE17- sx=13) R70JMID —2.3(4'S.S. RZOL, REQI.�� I CONCRzETE SCHECi.E a, • 7 , '3) NYnI v 12'R.O.C. E SC�EYXLE ON SIEEr:3' M*1 SC;EW Ls1/4-3 2 NwS F7 0 12 I/r' '/�v�r ID/ Z OR xsrnG M.. . .... SEPFu�-0a C7 ... SE alu CINE S�� mo;S GL43S— (SL --EWE '.S1--7" AI HV WALL HEADER INSTALLATION J OC HV WALL HEADER INSTALLATION HV WALL HEADER INSTALLATION + KEYSTONE MIN.SSI�%TIO'i TO G�'S (SEE SC RELE-1 S�EET 11) •,t!OR COST.N' To C,sS CLASS— SEE VNEOUILE W:SHEET I I)- uasT,.v /VY/7 /4'MI. F' 103 E. I Rf�7 :-EQT EC 13 09 .... 15 LF 7�7-- 7-% -r0-. M/1 2 3/4'S.S.P.�n '711 7 g'o --E-LEO- PNVJ MAI NE Sr -.Erz MCHORS AM US.%G S 1/4'-20 WM 0 12'O.L. '-E SM--.ULE ON .1JTS IZ'OC -CCIMETE MCI, M:'. s-ECU-E�R • J 0 CONCRETE BLOCK OR C METE F-LCC< R-QUIREO 'L REOURM OD HV -WALL SILL INSTALLATION (SEE SCHED E ON HV WALL SILL INSTALLATION s=14) OR CONCRETE ROC WA:L REOUTRED OE HV WALL SILL INSTALLATION 1-SEE SHEET 4 FOR I SMLm-ERosn INSTALLATION DETAILS ASSE.E-LY I CE WAM�S C,USE 0) HV BLADE 2-W M1MNG SECTIONS CM BE Lou.NEC Elr�r.afis ON OCR�M 19 WAW WAY TO%IT MY WSTAllAp�. E--S- Ea- nloum FLORIDA BUILDING CODE(Non High Veocity Hurrilcone Zcnel 0 ni 5 Ens 0a METAL SUPRY,LNC. I BERTHA HV1w /1L E c o- A.S.S.A.. Accordion Shutter System -T—— RADE#1 W/OR W/O KV.WWW UfiJX American Shuffer Sy --- I — I D— T OF TILLIT TESTING&ENGINEERING COMPANY Assoclaflon, Ine"Ie'"s 4268 W-tro.d. Dri- OLO 11-192 14/131151 4/13/15 W.St Palm EIB..h, FL 33407 DRAWING No Dnp ONA L OB-111. fist gul", T—1,R.E. SN6 OF 20 P.E. U E/I)A—i� (S-ES S-E S�EDIIE D-1 S,tEE-. 13; OR f4'* G E ff/ MGL*S.x rl 1�Cz C15, VSCR C;2'D.C. I" ,/:/ , E C' r// '/ - I a 17 0.1 SHE 13' W Ll CF-- S�IF A POURED F—m 'e-D colci-�t INCHOFIS e>=' -J6 COICRE�,I ----E. CN SHEET I',) s- 0- OR COPCO NCK�m z —T. -(SEE SC�EXRE CN Sif-ET 14) r,I TRENCH INSTALLATION QK�Y FOR U?TO.70,-75 PSN A.S.D. l)HV WALK—OVER INSTALLATION DES�G%'PRESSURE 7IXG&FC!SPANS?ER JI HV FLOOR INSTALLATION t SCHEDULE#3.SHE)ET 11 CEILING �INSTALLATION (SEE S.l.DU-uE 01�j EXS-HI-; IN I/'% 6>55 G-- IT CO 0 IT L'. '/2' 3 F_5) s--7 -4- SCRE-3 111 12- -.Z S" -V4 03 IS. S, 07 - /4-.-2 0 9-a C. Ce. Z-2 12 107 @ 1/2- 8 E.D. WIN. F".SOS M OF �gt,) 1 4 �'S:Eg�O.C. -?=UUEL- C R EL�'CI,0 iS • NO PQJREO CC&CRUE-1 EE SCHE�UE 01 CN SH.- No.. OR SS I-) POURED C.N---M� qc IEIM� -CC' REW E MOUNTING INSTALLATION ED C NCREVE- POU&M / iv HV WALL FLOOR INSTALLATION CL) HV WALL WALK—OVER INSTALLATION REWIRED CJ-HV RAINGUARD INSTALLATION ATION t irog NaIE fart CONRRUl1aN a= 5: • EDGE OSTRICE It=nomw m.-N-.-E 0 I-.SEE SHEET 4 FOR TfTiM 5 ON SHEET 13) �l E,,T -SEE JAIOS 01 US= ASS BLY I-- I I M ll� I ON�"EEr 19 Nft INSTALLATION DETAILS Wj (D HV BLADE 2-MOIUNTINSECU01,5 CAN BE CCUB110 IN Am WAY TO SUN A4Y INWAL CON. FLORIDA BOLDING CODE(Hon High Velocity Hurricane Zone 0 2015 ixsrERN METAL SUPPLY,INC. Am BERTHA HVTm f7mlico..- S.S.A. Accordion Shutter System RV.IXADE#1 W/OR W10 H.V.VWNDOW Ell-AM American Shutt Systems TILLR TESTING&ENGINEERING COMPANY .�1— 3311 V'ZI I "r--IAssociation, 4258 Westroo .B x DRAWING Na West Pulm Beach, FL 33407 15-085 fl.— 1 4-1 7 SHEET P.E. 78Ie.klX%RE/-)A'E OF 20 i 5EE.END WALL CONk AILS8 r--rrrEs an Lcux zaos ,m'LCLN$tQ oUT� IIS F11' IN INSTALLATIONS W.10) HV �K3NCEH,iJX®� ,s. **&IJ.s;aa<091Ln�.f R V'I:L�Fai ail BLADE W HV CENTERMATES -,--V.At I:°a-a1�..6-<0 2) OR SEE ENDWALLCONNECTION (� _ DETAILS ON SHEETS 10 & 18`; :/s•r. p.�a O9•®3a19•�5 (' i/<• ,- - _ 5•�- 7oi e•c.cx'/(z)IXo rA:wl I t/z- w©,® I I OPPOSING i I i u icR To ccn a r SYMMETRYCAL CE R:RRorau)rk ! NTERMATES Z I i g;;;a/z•sus. ros-_l I .G•Ih3/4.6..•l.c,a 1� IJ CENTERMATES Nis.s_+Au-tc•. <.E.ce:.Ncc_(n=7I �r e.c..-w_LERcvr. I HV LOCK -, 6 W/ HV LOCK R o'Re To cess 1 �, I (SEE-aCIIEDULE _IN::] 3C57 0•:s.=ET 11) - .. . --- I S @10 20 10'@a HVA HVB HVC Qw®a©•O7 w®alO•©�^ t CONC1.RECONCRETEGR ©'�] .© ©'O•®'�._—_ -EX:$IIM1i CSS 7 � CONCRETE nLOCK W,LL _ c ®a1���a e�'©a• �•\--- - - ... - --- ------ 1 j SYMMETRICAL .L,; 8 Ba 9 3:.19• 5 �•.Exs�Nrt -�* f IN I:� �'��'� 0'®p1_. ' CENTERMATES .�J ....--- ©.©s�•�w�• a ro Gs ( / I J HV LOC- 6 o�noru� (sEE SOREOI.$) MIN. =/ t N .5�aARana:1, © *_ ('NT_R"OR) 1 O.®s O9.®w�•� o•:sRrEr t TO i) / C3(SEE SCHEDULE INi CFPO'VL ' i �- 0 y: I/ANCIO�c 1//1> -erg -1'/'L w�•)•a OUT L__ 6 1/2-NN(.SIA:K I ^ OUT HVE tJ EY HVF** HVD FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ®2015 EASTERN IJUAL SUPPLY,WC. •...:...., BERTHA HVTN Q ENTI A S S A Accordion Shutter System L E . . . .CO Nc. H.V.TV ME#1 W/OR W/0 KV.WItWW aADE *: e-r TICCIT TESTING&ENGINEERING COMPANY American Shutter Systems �,• ,�„�, ,z ,�, y� -o'• STATE OF '�S °'�" "'e6N'6L•sr..za" 6wces•�'��: Association, Inc. r OLD 11-zsz 4/a/ts aaE: a/In/ts g.• (ws)en-%—.Fm.:(welaTr-tmr 4268 Wastroods Drive z DRAWING Na �'�O,L:•FLOR10t` \���� `�"®-oo°eaW' lties:Palm Beach, FL J34D7 z � V VVVV`` 15-085 P.E.��PAL/rp`y;t{A�Tt1�E/DATE SHEET 8 OF 20 ALTERNATE INSTALLATION WAV "T" LOCK PO. HV MALE FEMALE I"T" LOCKS CENTERMATES 8 2� & LOCKERS W/n HV BLADE Io SEE END CONNECTION DETAIL oN sHEEn 10 rf 1e INSTALLATION In HV BLADE OUT INr �,_or xo-<,_x.T..: us�P. W/ HD CENTERMATES r3� ifs 3 I ®=ATO� O O®" a Pm ws ceP�/mi.:eu.-ie07ose1 xx-;w. ( 6•]a 8 a 10• �"'r'©E%1x3 3ra'S.VM EE 15E�P"H RS xT3.Y • I �i10•®'®•Qp©-®a '"^-a+o-�u.xr,r-avm lxs sac. SEE EHD WALL CONNECTION----, IIETAl15 ON SHEETS 10 k 18 ' 4 �-- r--'-- 1 i c Pa_cmc.. x N l'-j .. I N � ;.)x.v. 5• I ?. 3 r3(I HV T•' -- M_j_. T� _.— _ ..curs(m.)•%\, �.l-�� ac x`.�.� I I li ' LOCK(INSIDE) rL 5 ® 5S LOUT 31 a�32' 4 j 3 k 'Z�ax 32, 31 oN 3�2 # _ Q 1/4•' 0-20 x 1 1/2'•S.S.M.S. - -35 -- W/7/8"0 x 3/32"WINGNUT. (a:oe:n7 -HVB 10UT1 HDC-HVC 9HV "T-LOCK(OUTSIDE) / SYMMETRICAL HD CENTERMATES SYMMETRICAL HD CENTERMATES I p HVG* LOCK(E7CTERIQ� W/W LOCK (INTERIOR) �wM,rti-x� 1[Yf01u',Pi2•'iPEHf,AEIP hhRY / ©•�•©'©•Q•®°i +7031 ta Egli, eN:EO HDD-HVD�• FLOATING STACK u FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ®2013 EASTO N METAL 6VPPLY.IPC. Q� ............l i' '\\CENS�c''•.➢'_, BERTHA HVb L E C O t N A■S■S■An Accordion Shutter System FLK RADE gt W/OR W/0 H.V.YdPD017 BLAZE g ¢ /N�•`*_ American Shutter Systems .x xscarnox oi,E muvx er: M.0 PWT TESTING k ENGINEERING COMPANY TATE OF .r�a:� Assoalatlon, Inc. 1 OLD 11-192 4/13/15Ome x/13/15 s>.x.N.3Eu.sl,se.am.wmw Enma+s.nma xvP - Plxne:f3os)671-1530.cm:(3a5)ar.-1531 4268 Nlestroeds Drive x DRAWING No r��en,�,o.o�.a,� West Polm Beech, FL 33407 3 ONA1 EOG\��``` Oa-000ans _ 15-085 ////�1 \1\NAtt 'Nil GAI eW�Nifi]� P.E. SEJ+L�IC�IATURE/OAT P SHEET OF 20 � POURED CONCRzTE MN-:z:" 77 IFL-- ---� t �- .,/– �GLASS at Adly.CLOSE S—�19 FOR OR CE.Afl OR To rqlc�s To tmc�l END CONNECTION DETAI .14G Gizz MN REOURE USE C NCREFE BLOCK WALL END INSTALLATION RMURtED HV BLADE O=R:R::H:V WINDOW BLADE INTO END CONNEC TION DETAIL 5 CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL @ FLORDA BUILDING CODE(Non High Velocity Hurricene Zonei ' E Accordion Shutter System American Shutter Syste — TILUT TESTING&ENGINEERING COMPANY 4/13/15— 4/ STATE OF Association, I.C. 9/15 4268 Westr Ods Drive EET 10 ! i SCHEDULE 61 SCHEDULE 42 SH 0 F & 'MAXI Al SiIJRcF�SPAN`'L+'OR'L-' MAX:\!JM SHUTTER SPAN*�+' *- / OR'L k. FOR AAximum SHJTTER SPAN L+- (F.;. FOR IN5T7cLAT,ONS W �,1�ICA� 1NSTA-ILATION IEGEND 'NOTES: CINIERMATES.9&®cr(tJl or�i) ( ) R"L (ft.)INSTALLATIONS INSTALLATIONS'N/ I..'s CONCRE & , L+:NA%INJ.V.AJA'lu3LE SPAY FOR A G:YcA YI/OCE H.V.LOCK ®v©o• o• & & W/ONE HV LOCKS NhVSORY ('�O �TismvE A.S.D.DESIGN PRESSURE RATING. . LOCK IS'N'/ O LOCKING RIC cr ONE HV LOCK or�y OR i NO LOCKING -:NAx.ALLDirAELE SPAN FOR A c}ill NEGATNE CE:VTERMAT_5��& Yr;/0\E HV Y 'N/NO_OCK'NG RODS® '�/ V:ALI A,6,C,D,E A!,Pi,O,P 0, :_SA.D--G\PRESS RE RANG. LOC''+.©YI/Two LOC-N3 RODS®TOP 3 (SEE NOTES 1.tT) MOUh71NG R&L R.S,&V. BOTTOM SEE NOTES 1,t't C74I0 FOR VOTTAG 0 (2)PROCEMRE'0 OTu.V:N7 kAkk 1'JM SPPN FCz //�A Y.4 7) FLOOR/CERJNG G,H I U J COHCREfE&=wI;,szx ICNS V CONCRETE&W000 MOUNTING T,U,W&X 'NA.L M:AlhT7iG5(TOP/90TJN)OR'FLOC?/CEIL•YG: .en q IV6T• TONS Ada.- O;STN1,pM1AS g V MEN A PCSRl AS.J.DETGN-rRESSJRE FANG, R`v�mxJ¢ W'AU Vh,.':G FOOv/c_;IYG N.V.'/OIM(W, vam'rt 'viIDtIjf VA(IM'JM SPX%L+FRGV SCHEOIiL fa�; VOJNTJIG Vai.7 & - ev.sAt/cCliO uWm�r, _ lxcRj-x.,uOlTru (c.•U Gh2\A NEGATNE AS.O.OES'C4=RESSURE PARNG. (•ce-7 RO'R nA:L V LTO:t DETERN:?c E1AXk'UM SPAY 'r�A'SC-IE CULE L1(w l-CO L..m I L-IA: i.V.' -W IF(a) - L-(N Umum'A1 SnJRER SPAN i+'OR'L-'FOR 30 OR LES I6_0' Li6_O: _6-D•_ IE'-0- _30 -Is-_0• 16•-0• 30 I6'-0' 16'-0. IV5TALW-ONS 1570 WOOD SH LL BE I.IMTEO TO FNAL IJ.`.%1MJU ALLG'A'MLE SPAN IS EO'JJL TO WE IG'-10'_1<'-TO' _ 35 _ W-2' I6'-10' 105 Fs'.AS.. DESK:N PRESSJRE RATING. Al"NyMIYu DETERIXNED SPAN 6Ei`A^c,l+ A%D 40 I3•-10• 113'-10' :4•-2' 5'-2• —5p-- ;3'_10' IR_IO I0 11'-2' 15'_2' (3i PROCEDURE DETERVYE V.4;CW:JV..SPAY FCR _ 45__ 45 !Y-l- 13'-I' - - 13'-1' t<'_]• t h`!CO.\ER CEMERV:,=g3 MAY 5E US:O Ai ALL M5911,:T;CNS IN EEi'AEFS7 W:1L 1.'O'J!�:!;05 50 IY-5' 12'-5' a-6' 1?'-T' SC 12--'_'- 12'-5' -SO --- -- - 13'-1- NOJ`!RW INST,YIATIONS LGCiON]i EGFlCATCNS •T:I FLOOR/CULiti",MGUYO'ev5: '-3. _._ =._.. S: LL 6E AS I,`:CICATED ON VA..WMPT COF7771r% 2 . 55 11'-10• 11•-10' 12'-1- 12'-11' S5 11'-IG• :I'-f0• S5 11'-1' 11•-11' - - ' f FOR A cru FOSf"VE A3.D.D'9G iRESSUR= .._. _ __ ...y - EO _ _I I•_4' �II'_4-_ Ii•-Y 12'-a' fi011'-4' 11'-1' 6 _IO-2' _l0'-11' '10TE 85,SHEET 5. EATING: ._ 1.-.___ 65 10'-10' I10'-1G' I1'-I' .1-:1' 65 1•]•-1u- iC=10• 65 9=5' Ifl' L,=MM. 70 10'-6' -_. ... - -- - -F-9. -- U+=NAK.SPA',FOR VULL MOUNTING INST?✓.,'C!li. 1a'-6'_ IG'-9' 5' __70 _ '0'E' 10•-6' _70 U-WY.SPA:J FOR FLCOR/CEU\:MOLNTYG 75-- 10'-1• 10'-1• IO'-{- 11•-:' _ 7j 's 10'-I' 10_1' 75 - B'-9• yy INST.LLIATIONS. 1 1 E%CEPT THAT VAXMUV SeTJt1ER 90.\l+'OR '-9•-ta' TO'-0• 1C•-S• _g0 9'._,C• F-10-_ 'L-•AND LMI"A-S.D.DESVC PRESSURE RATIN,FOR FOR A GTiEh NECJ JE AS.C.DESI:Y PP.ESSU?F 85-- 9'-6' 9'-6" -V-9' 10'-5' 85 i'4� 9'-6'_ iSISTALJATICNS INTO CCMR_TE OR CONCRETE BLOCK RATING: 90 9•-3• .9-3 9-5•....10•-••. __90 9'-1, n'_3• 3'A•L BE OVITED AS FGL'QAS: CETERM'.NE: --'95 9'-0' B'-9' 9'-2• 9'-1O• 9j _ _9•-0' 8•-9•-- 1-CON%ECTiONS TO t.EYS-ONE LI]L'NTIN. L1-=MAX.SPM FOR WALL VOWM G INSTAlArONS. LIMREC TO 64,-72 P.s.T.ANO 8'-C'SPA`,,SEE L2--VAX.SPAY FOR RCGR CEL:NO LIOUNRNG 8--4' 9'-0' I 9'-Y _ ...00 B-9-9' 9'-{' MOUNTiNG@ON SHEET 7. INST-LIATIONS. / 105 B'-7' 7•-11' B'-9' 9'-4-- -105- _B'-7''_-T'-I1•- 11_0 _ 8'-/' 1•-7'__ff'-7' 9'-2' I10 8'-1' T'-7' FINA_NA<IMU!A ALLOWAE�E SPA`:IS EOWLL 10 THE -- 115 8:-2•- 7'-3_ 8'-4' 9'-ti' !15 V --7'.-]'- MNIMUM BT1T:Eli'LI+-,Zx 'L--'ASO u= 120 1z '" 'e•-0' I-V-11' 8•-2' V-2' 'J-- 6 B•-0• -6•-,,• SEPARATION TO GLASS SCHEDULE -12 - =Iv-e- - - -------- (4)CO TO ANCHOR SCFZ0ULE WITH FINAL VACVUIJ 125 _Y-1C- 6'-]' 9'-5' 12j 7'-:i: 6'-8'_ A:LOWA- SPA%AND NEGATNE A.S.O.DS:GN .13C- ]'-8' 1 6-5' 7'-'C'I B•-I' _I30 - 7'-8' E'-5' PRESSURE RA-INC TO OETERN-W NAS.VUN ANC-11 MINIMUM --135 T-T_I fi'_2•- J'-9- i.-9- lss . -7=r- "s:-r- WIND ZONE sPAaNG. 140 -i•=5 5•-n 7--I r-s• i40" -Y-B• s-u ASTM E-1996 SEPARATION -145 ---- - - - ' _9:. TO GLASS _ lis__ r-r s•-9• Y-� r-r —14s-- 7--T- 150 r-2• s'-7" V-4- 7'-0" - ..150 _ _ 7'-2• .__5•-T- 155 7'-0''-5--5•- Y-2• E' ' 155 7'-0-_ 51-5"_ 1 THRU 3 )" 160 6--,I; 5'-2• -7'-1•-_-- -9 E'-7' 160 -6'-'I'_ _5•-2' 165--- 6'-la' 5'-1' V-O' 6'-4' 165 6•-10' S'-1' _--170 6'-9'- V-11' 6'-I1' V-2• 170 6'-9' {'-11' -.. 175 6'-7' V-9• B'-9' 6'-0' 175 - 6'-7' 4'-9' C1) HV BLADE - 180 6=6' {'-e' 6'-8' 5'-10- 1B0 _ 6'-6' i'-6' 185 6'-5' 4•-6• 6'-7• 5'-8' IBS 6'-5' 4•-6• 190 6'-4' 4'-5' 6'-E' WH-l' 195 6'-J' {'-3' 6'-5' S'-5' -200_ 6'-2' 4'-2• 6'-4• 5'-3' -2- 205 6'-1• a'-1' 6'-3• W-1• FLORIDA BDDDING CODE(Mon High {lelaci:y Hurricane Zone 0 2015 E7u-. WET&SUPPLY,INC. %p"y,HTIQ" . BERTHA NVTN _- IL EC O LNC. A.S,S.A7, Accordion Shutter System llv.aADE gi w/OR w/o Kv vANDox Ell Am •�f`7//.`W��� TIWT TESTING&ENGINEERING COMPANY American Shutter Systems n, a6scamno. oATL M+.w71 er:MaY. c. 74 •*- e`SS v...xn sL.s..ws,v>�M uIST4 rtwus.ul Association. Inc. 1 OLD 11-192 4/13/15 OSTE 4/13/15 Wu,.:(305)e71-ISTD.Fm:pas7en-1631 4268 Westroads Dr(Ye >. DRAWING No t W y •- T IYesi Palm Beach, FL 33407 5 ALORI0P:C7�a�•�`` "'n o�Rut 6613a41si 6 SHEET 085 11 OF 20 I I i !+lg�tB ANCF 0R4 SPADING(iA)SCHFnuiF I SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES A.S.D. M A COWOMlnM Z_R?!o9G TYPE FOR MOM OR CONCAEIE„MOCK RSMLpo_NS 1.Ava+GRs To SOBSM-,E SWu BE As M10WS: (SEE 40UHBNpS G G&N ON si- e e 71 TCIAaO E amt PO+�R"Pe"t (A,' To S05T.N,POURED GONCRE'TE:(Lan cc YA04& E WALL SELL MOUNRNG G Cr7LING MOU\TING H FLOOR AIOUNRNG -1/4.0 TAPCON OR TAPCON Wtnl A'NANCEB T.-:+FAO-ORM TE(SPIXCS;Y M:CNORS,AS W.4UFOLT oY LT'W.EUrXB)LPANX(KI.is=3 lul) SPAN O , O O ANCHORS SPACM4G LEGEIRD -1/4.9 x 3/4'ALL FOM SOUS-_.°--E MCiORS.AS O'S RIUVtp BY At POi.om SCREEN.BOLT h 5R-CR.SY COYPIhY.(Ain.1'e n 3 Wi) (R) iTa}i N:A6'_ii'35 RbTPi CCiA(N3XM(4.m.FE AUFG OIS9t F�>&iARD -1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP! vMUFAM;REG BY FLOR VA FASTENERS DIRECT,NO.(Nin rc-2 i¢.} >D Q 160 ]S 99 12p 1W 209 R W 60 T5 BO 120 160 20S X1.1-7 BO 120 160 105 TMCON OR -f/4'0 TNPER+ANCHORS M IAA`:JFACTUT?--ul Bf POV17S FASILYERS,Na.H:o DTSTRa2ne BY ALL POOV'S SCREW.SOLT L.SPECOLTY _ 4 12 t0 4 6!8 8 SS S4 12 IO 8 6 a s 14 t? 1 8 8 6 T'w-DON%T TEG ANCOGY COIF:r:OR ANY OTNE- FFPRCNp L� ISEO OR AUTHOWEa`EHOOR REOI>4p-A i1f_AUa4!l SM3STTa S:ST_US ASSOCIATION,'A=. 3'-0 I4 12 10 B 0 It 6 8 14 12 10 9 0 A 8 6 14 1? Ip B B 0 6 6 (La^-r0 r 3 EHE - L- All,PORTS SOLID^SR Cfl 14 11 10 9. 6 8 8 6 I{ 1'1 10 9 e 0 8 8 14 12 10 9 8 0 6 S B_DE iA?Wf CAv" HOTS' T, I}2 t0 9 8 e a T f4 t2 1c 1:4. 6 !4 }? t0 9 8 e d 8 Ai}iAA'.}Ttill ES -VvT ATO POLM CONCRET_Oi TAPCOk DR TA'CON WT:A0'Jl=f.;E7}xis£N..`RJi':'Sv'VOLOLY AY:NORS AYil TA12 10 8 0 T S3 55 14 12 10 I e 6 s 14 I2 I01 It e a B 5 TA=PER+ MY-RS 6 1 3/4',AND FOR 9.GE TAP 5T/CAP MCNORS IS'1/2•.4'-0• I4 12 10 V 8 a 6 6 11 12 10 e 6 6 to 11 10 9 e a E SStG 6 8 43 14 12 t0 s a 9 4 3.9 A2)IfN;MLai EV3E�G OF 1/4`0 x 3/4'ALL FON S SOU3-S=T AVCHORS S i 6E 1fA"ATJ ME FYAlAu W\'RLT.R+EN9c'Xt7+T 14 12 10 9 B 6 6 45 14 12 10 8 6 55 Id 12 10 9 e B 6 a. INFO MOCO SHML BE PEPAanE4.1/4"0-23 BS WACh'.SCRclV L.p S:'A21 BEI 1/�LCNG lFNO/L'V SHOLV}Si_CCO EKIST,A\0 12 10 9 J3 ss 35 - 14 12 I0 9 I 0 e e 5 14 t2 11 9 e 7 s3 4 {`3 °T 2� 1'MINMU FOR WALS NTM HO:RI= 14 12 IO 9- 6 Q 6 b ti 12 10 9 6 8 6 55 i4 12 t0 8 8 8 S 65 fWL\yE UV 6°L"iT°19 5'-0 14 t] fo S e J 4 - 1{ I2 t0 9 8 03 s 15 14.l2 Ip a B5 5 JS J A3)RI WE TWIT PRECAST SiOHE.PRECAST 004CRT R&NELS.PAtIM OR FAY MEER BE FOUND W TriE EtSn4:.WAl W it00R 14 IT 10 9 a 13 U= is 13 10 9 8 e 6 �3 11 12 10 9 0 6 {.S 75 MONS S}NU.BE LONG WLG4 TO REK THE Wal SFJCTU 81O.D SAO WA'„B'NSNU'A]FCMRAGE SNAIL BE AS A91CAtc"1,Ov to t2 9.5 TS 63 t5 - - a t2 1O 9 n TS SS 4 14 IJ 10 1 9 e It .,33 RUSES A})&A2)A ,E.FOR INSAaATCt3 ON w2rr.siONG OR em Tim OR VMM NRA SNC.CC-Stx}FIS E22OA'�Mi 14 12 10 9 0 8 6- 1{ 12 10 9 0 0 6 3 11 11 10 9 B 1:.5 5 JS iN5Ti TON INTO EIFS WITH VETAL STUDS SEE SHEET 20. 6-o" ,-,12 10 0 75 53 ] 14 Ti 10 d9 ] 53 1 J' 14 11 B 63 55 4 ] t2!10 9 8 8 - - tt 11 Ib 9 t 8 6S 5 Ts 14 12 f0 tt3 9 ! 4 - (B) SO .hi COtICR_TE BLOCK:GSTa C-]0} 14 12 I 0 63 93 J - - 14 11 10 9 0 63 4.5 JS 14 12 Ip e T 5 ].5 5 -t/4"0 TAPCOA OR TAMON WITH AW] . THR60rORM TECHHULOG'r M:140R5.AS LLCNFACMED Er LT.W.CJCACx. I4 12 19 9 B 8 - - 14 11 10 9 8 1-S { 14 12 10 9 T3 SS 1 3 -1/4"0 x J/4'Al POINT.WUO-SR N:C40RS,M DISTRIBUTED OY ALL POINTS SCPcW,BOLT a 5°ECIV-Tr L1TN?NY- ] t4 tx ip d SS 4 = - 'i t2 9 TS d i3 3S - 14 0.5 T i5 t3 3.5 - -i/4'f AWE TAP CON:,Fv"TE AYCNORS W(GP 05 MANUFACiUP.fD BY F10;G FASi+�\TR9 0!RECi,ALL 1 TY T. l2 10 65 T - 14 IT to 9 J5 SIM- Ti 12 8 T )3 45 - -%V4 o TAPPEZ4 MC=AS W.WFlCNR2 3-POWERS 0411 E325.OIG,AYJ 01St IAM B'.'!iL PaA^.S cCNLY,N,F?D's'&SP-cC-ON CWPbYY DR A\T OYER N RPFED UCFNSEO OR AUTIION2EO W100R 2F_gt"D N}T�1 INE IUER;CA2:Stam SiSrwi MSJCNION,01:. 1{ Ii 7 55 43 - 11 1T 1p 9 )3 SS a 14 12 9 T fi i3 ] A._0. iS I2 t0 9 8 BS - - 14 }2 50 It e 6 S�= i4 t2 t0 ii 65 5 1.5 = µOiFS 14 12 BS ] 53 J - it 12 a 83 SS 4 J - 2a 95 8_ 5 4 3 - 9.1)WNM'JN EV3ED"DT I O CO.VCNET-BLOC4 OF TO OR,BL4E TxJ Wf CAP AV'.1LTPa AYO TMPE+.+41>iCRG R 1 1/t'M9 T.V'^:M1 1a Ii 193 73 6 - 14 12 es 6 85 S - 14 1T B 6 8.51 4 WOH FOY4lCp}HP.FM•-DRY TECN':OLO^+Y A\GNORS IB 1'. 13 95 9S 5 J.5 - - - 14 ti 10 - 9._C. 14 11 ltl 9 6 - - la I2 10 B J5 4S _ - 14 IT 63 1 55 ! - - B2)MNNJN EM3EONEAT OF 1/4"0 x 3/1"NL POINTS SOUR-SR MCFORS SH BE ENI'RE:Y EVBEDDM 070 THE CCNCRCIE ALCCK.N3 t4'1 8 4 - 1_11 "!-93 S ]S - 11 a 53{3 JS - - - E1IBEOMENf LYTO STUCCO S BE P3!N-Ip.1/4'0-20 SS.W1710E SCREW USED VAU.BE 1 1/2'LONG UINNU2 SHCOLR STUCCO 13 f3 14 12 8 85 t.5- 4 iT 85 T SS a = 14 105 T 53 8 I4-S - - ENRT.MO t'WXVOM FOR VAUS N'.'F NO STUCCO. 14 12 9 7 6 IS - - 14 1: 7 SS 43].5 TAE- 14 14 11 1p B fi3 S - 14 it 6 6 5 { - _ BS)Rl GSE THAT PREC LO STONE,PRECAST AW THEE PANELS,STRUCTURE EI AW YENOER B=FOUND rN`G`EO "'Ol WALL OR HOOT, 10-8' -• - 4-1-1' AYCHORS SHAU.BE taHO EHUUf01 TO RFACP THE tWH 51Ri1CTURE BEt9ND SAID WALL n}.'$i IES AVC2]}fi4^iE SW's.Be A5 ADlG1ED OY 14 i T S 3S - _((-_ 13 9S 65 9 4 3 - - tp T5 5 1 ] 23 83 NOTE.el)&B.2}N INTO FOR OSTI METAS ON VSEE SHEET OR 71..=5 WTTN 8R NT:OVT MRA SHO.CCNSVLT TiB.ENQHr'FAt. FOR UriTA!lADON INTO FIRS WT11 METAL STUDS 5£E$HER 20. 4 }2 t0 - - - - to F2 4 T 6 t3 = - 14 tu5 T 53 i3 tJ! - MCH0R3.4ALt BE IYziN i.p FCL�INAtiC d_L OF THE RECONNEN1lTUX:S MO SPEC'FlG.:1:S OT Ti?,'AVQKiR'S YM:IFA^iiiRE+c ii'-D•23 95 5 - I4 IJ ) (0�)} SEE SCHEDAE BELOW FOR EDGE VWMCE(EO.)VERSUS SPAGPIG RFLAnON51iIP FCR MOHORS. - 12•-0't� i2 10 - - - - tt i3 8 BS SS = _ iJ 10 65 5 f - _y-- Fn1cF r ^•RC P SR Mot,D i0A ANCHORS• IIS ds 4,5= 11 p 53 1 >5 - - it 8 J _- NCA.II: A\QiOR SP!U'1R ME V410 FDA A B OTt S INgGITT 31.00.FOR E.0.lu5 DVh hE DIP>1•EO.REJLCE M:+IrR SPI.CIM1G t Or UCSD sYJ;G$FCC HG 5}iSIVCI ON 9�EdJ:E Ar iNE FOLLOML\C fACSORS. FEUY-LD SPAS-Y+OATKN=O VS YG FA•'TOi SIiL'.i.NOT aE tE55 TMNt N0.tW1R SPRANG IRL'IrA�.O i'OR Wi lN4i::3 TYFi' 14 t? - - - 113; FACTOR 73'-0"p3 a _ _ _ _ _ _ to TSIs 4 ] - 73 33 a s _ _ _ ACTUAL TMCtRN TAPCON WITH ADVANCED All Point SGIM SET ALOE TAP T2/CAP TAPPER+ 73 ai= - t2 ti i 6 is�'}_ _ _ 03 J s _ - _ _ 7F9RFADFDRN TECHNOLOGY NIH.SPAQHD -_-_ - fl Ts s 1 V BLAD 0 DICTANce 1 83 53 ED. M.SPAGNG r 3" YOL SPAr1YG-J' NVa SPACING r 3 1/2• lNL SPAC112T n]' 3 1/4" 4" i s 3s s = V BIRD W GanLTa.TE&r4ubD vaatE ozlQ�Er Bnoc PCGRFn coHCREtE a PpoREo mNT:RETE a Pam 0.0,0E MUE MOOT -} V WI DOW CONQtEiE 30C% M-D I/2'IOL FA•2 iK COtI M- COt '.TE B(LCK NT4 EO•)1/! R EIl.2 1/Y 9 b3 U - -7 - - IeL Ea.r uR En.]1 uN FJl•a J.. - - - -i- - - 12 9 b _ _ 83 S' i.a 090 T.0 0.78 - t.p 094 LO 1s'-B•'{ - - - - - - - .JS} ss - - - - - ps e s = __ = BLADE WORKING __ _ `- _--- .IN UNISON♦ .2 Z/z• -- ; _ }-o - - _ - -- - 10 _.. 0.41 - i }3/4- - 0.91 - - - 0.43 18•-0.14 - - - -I - - - 25 9 8 _ - - - 10 TS 5 - _ - _ _ T l 2" --- 035 _ - 035 ftORiDA BUl(9ING COBE{Aon Nigh Ye ocity Hurricane Zone Tutt 0"'A 0 2015 EASTERN KETAL SUPPLY.Inc. ry BENS r�9��' A S ► A Accordion Shutter System F "'•: <k {L ECO FNG. ■ w ■ KV.MADE i1W/aR W/O FL%VAIWN MADE F /,,1: 3: American Shutter Systems n. ,sscl�lGa oAlc pBAWN 6-: N4. TILUT TESTING t ENGINEERING COMPANY Assoclatton, Inc. 1 OLD 11-192 4/13/15 UPM 4/13/15 $TATE DF ave x..]6u.---o-.nmm.u: 4268 Westroads Drive 3 DmflNG NO m Utt..aaa,.cn-'* W-1, Pol.Beach.F-33407 15-085 °68-000919 ''�A,SSiON A��coHO -FOR A m rt 3E.P.- s __ SHEE7 P.E. E'At! 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(SEE SCHEDIRE ON SHEET I_ PO4EMTICN OF T,RUDM ki 1Y FLYWC00 TAP WnFI ADVANCED 1-SEE SNEET 4 PJR TY=1CA1 i 1�,, �. ) (�!'• - �'•• I (SEE SCHEDLLE CY Sim IST 1 1/2'MSN.CO% •� 7HRFAOFORM TECHNOIDCY SHUTIE6 ASSEMBLY. _. _lii1,1- MOS O 1�C.C.NAX. \RYN000 RAb. \ -./R /1/Y M'v..PENERLITCN OF 2-COUHTWG SEGIIOHS CAY 6E Li/Z'MN.COX FLYNOCo F.,''0. WALL F.+:SH—�TMRUDEG AiU DfRf PLYN000 CON9+N�IN 0.W W'AY 10 REO'0.PLYWOOD TO BE (SEE So-E01RE ON SHE.7 1S) spN Aw ulsnLlAnDN. ®HV WALL SILL INSTALLATION �flf1514YG M1A.2'.a'STUDS 0 16'C.C.MNI-P.EO'O. ATTACHED TO MM LY FLYADOO TO SE ArfK TO MDS IA ACCCRCA M ACCORDANCE T WIN SECTION 2]D6 OF THE F.e.e SELbOrI 2306 of r¢ qO HV WALL SILL INSTALLATION •sE ATp1G cF' a ©HV WALL SILL INSTALLATION WIT 6AD�yoN s m� FLORIDA BUILDING CODE(Non High Velocity Hurri—ne Zone 9 2015 EASTERN METAL SUPPLY,INC. BERTHA HVTM �� ECO,M�. A.S.S.A. ItvABLADEO#1 W/CR phHtter YRNDDW�m W-4•N"'- TILLR N American Shutt Systems LY,x Dapoma wa DRA'+,x 6.: u AW.aeTESTIu.Si.G k ENGINEERING COMPANY Sv.>d.1'vaw rAAD0.5,RDRG A• Association. Inc. OLD T1-162 4/13/15 DATE 4/13/1. �-•••��4` Fbna:(]D6)BTI-15]0.F-:(%15)6]1-16]1 4268 W..trO0d6 Drive 2 DRAWING Na y'. West POINT8^ech,fl 77407 '---Dc•,FtOR10P:`<',- ®-0u. I"TIUTT 15-085 6 Of 20 ,.•G\!� . a A T1 a._ SHEET n.nRw +67 s k i INSTALLATION DETAILS ON EXISTING WOOD 13UILDINGS FOR 1 HV & HVi BLADES (AS APPLICABLE) MAX SHUTTER SPAN L-t' OR L FOR INSTALLATIONS INTO WOOD WITH HV BLADE MLwLy SHALL BE LIMITED TO 105.0 psf. .S D. DESIGN RESSU EAT G S ET 19 0IAX �`T`- SPAN DESIGN LOAD FOR INSTALLATION WITH BLADE & WORKING IN UNISON 1/41 TAPCCN OR 4'i8'(Kn. ERRING I". �'-`0--EG I N!1...•..-_•.• J !r -AProN W7H Aw"CEJ ) .7...r.7_._ I IHR. RA._ci•.GAc+ maw em F-WRED I , ° 1=---.---F.- �— SF CcSIRIG WOO OA c / 11/2 Y PENTOV C. I+a-20x3/4.5.5. I d -. 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Accordion Shutter System KV.RADE Qi W/OR W/O KY.Wa WN RADE ��/ /�•: v T+LLfI TESTING dE ENGINEERING COMPANY AmdTlCan ShutEe7 Sysfems oavrmmw o+re sw:w es i •*a Assodation, Ina. 1 OLD n-+sz +1�/Is w,e a/+3/t5 TATE DF rg tea«.:{snlsl+-sssa.res:{sos�r,-+sn 4255 Westroods Qive x ORAWIM No �•.�' �.,� a-ewn:�eeeeoee+.mm West Palm Beach, FL 33407 s •�ES,.[ORIOP \,��,w,w' w-«o,-,+s , 15-085 Nal:lt A iNl{.t.P.E. P.E. SH s?fiAN♦ p�RE/DATE na'a` i u•sr s 18 OF 20 I r .ENEy�yi tlMffATIONS AND CONDITIONS OF USE FOR MHEH. nNy gLanE ACOORDfO'• T�FER WOR1nNG tN A J ii3 01 0a�p T U )1NISON WDVI NV WINDOW RUAE DA` ' `•' I I Y i t,itM A a CSGY PAE3 w_ WO,-110 P..1, ! - A.V,UL ShUlF71 SPA\:99' Aamao uyRTWCS:A 4,G&h CN 53-5 6,T;15 tYEi Is tI{ '.I MOI:NiWGS N,O.L V&W 0!f Si S la&17. 8 1 �! 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P V ) 1 9x3Y: i I k 2 AEOIE). 9 M 2.S2 AM"sPACBIG Scf&EUIE FOR FFsD tATiOVS DCO POUR@ �..! CONGROE OR CONCRETE&a"WAL ON SNEEFS.12&t]AS Uu0E0 9Y 5—MIO BVBOR LOAD(SEE h'al I&2 IBOYE). B.ItlM1ItUY SEPAPATtON TO CABS SaIEDLLE PER A=E-1996: (SEE • FOR tt'i0Pk R REM YUEN'a ' C 6µ y V—ZONE "IN m SEPMU4CN TO GiAS^� --tRu:OCED -- E(EVA7 ON MN s aA vi 4 c - - —_ Des`,,GASS- IS'JaGL OY 9-ZEf I A•a at Tj5 SE'"SSR ElACES?v'k�A` AND W/24 OR�g MEE ROTE 4 ABOVE) \ { IP, ( ��M` wlc (sEc Aar_a AeOYE) PLAN \ 4� TYPICAL'1i HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE 1a SHUTTER# ---- ' lI.T.5. ` FLORIDA BUILDING CODE Non Nigh Ye(ac(ty Hurricane Zone LYtsi111L11NNrtrU1J' 0 2ERN 015 EASTKETAL SUPPLY,LNC. ` ���ER Ttl�jlJ,�w' BERT A HVTM ' i ECO A■S.S.A.,N�, Accordion Shutter System !(v.a1¢E it w/OR w/o tLv.WTrm1v aeEe TIWT TESTING&ENGINEERING COMPANY American Shutter Systems Drs6awroR aME auWx Br, e1. ' s6, Association, Inc. OLD 11-192 A/n/ts aMe yTa/+s :(305)STI-1s�.Fw:tyT]}aTl-15]1 4268 Westroods Driva z 0(tAw)Nc h o '`(OpIOP r�zz,4Jh�e � '-1AO�`1Rei0OvN""'" West Palm Becch, FL 33407 3 15-095 __`` EB-0066219 �Pii F,p-'••••..••••• \_\ —rATuff1.FX.6A s SHEET P.Err�$6A EDATE. ` RiOAk c'z'ar 9 OF 20 INSTALLATIONS WZ (j)HV BLADE & HV CENTERMATES C11 436 INTO METAL STUD WALLS G E*O.C.1-9 !12 .47 7;; GENERAL U ONS AND CONPITIONS OF USEALUMINUM SLEEVE — '4 T FOR BERTHAMW BLADE ACCORDION SHUTTER 6063-T5 ALLOY • T=M INSTALLATION TO METAL STUD WALLS Am Z.) fl%� SEPARATION TO GLASS SCHEDULE g, 1.VAX A.S.D.DES]N PRESSURE RAMNG:+75. - 75(pe.) kt- L i L .4,(2)is'Ir m< i�zsnz wS. APPLWU 2.MAX'SHUTTER SPAN:64" WIND ZONE '"MU E-1996 NAPIAMON ASTM iO I,--�,ASS A!.,S-1.4;Rxnxi 3.ALLOW- MOUWNG: ON THIS SHEET. TO CLASS tT� (S-E SCREW-E) 1. 1 14"g-20W BOLT MATE 21 W 24 W LOCK/,RE A"LaAfED I TAIU 3 MUST PEN7. RATF 043r I- Y71TH 27 GED METRICAL LAYOUT. (6w LONG 4- fr 4.ONLY A USE 0 (2)35 .MINIMUM)MUST ALWAYS BE 4 INCLUDED AT-EXTEROR OR INTERIOR ACCESS SIDE OF :ASiv A-J o-C 43 1- L CENTERYATE LVLA-F-oal,.M)so� '02&fill/2'TOK is F.- L:. 0 6-O� THREADS \ --.1 --- - -- ** E--ADE SLACK DETAIL HVF IS ALSO VALID FORLCO CONSTRUCTION A, 8 .. 0 ,., ".2. - I 03 i 12 CENTERMATE@APPLICAMON WTIN BLADE-(D OOUCTS FAB—L_OK HII - 43b 0 aoc COMPONENTS WALL HEA[)ERISI 7 LL INSTALLATION Fl-ILE, (m.Tel A,b.,TW4, -Ex W;CLASS OLADE C- FAME) MIN zx)qw/r, %eSAS 0. 43a 43b 43a !E�i��ETR C`AIL • At, SU%UMN WMS FAQ 1 r1 CENTERMATES W/ CENTERMATES W To GWS 2' CSE�SoH-VUq Vq. EXTERIOR ACCESS SLOE SIDE. I ---------- IN 12 l'i""! --- --------- A(2)42 t0271;* 21 201 21 L O-AT 1 NY FrRDER/S ENGs VIEW Y 4 2 t/r ---.1 6 1/2*VAX.SLACK **—_j SIDE CONNECTION TO TRACK HV BXB BLADE SLACK DEIAL-HYF ByQ FLORIDA BUILDING CODE(Non High Velocity Hurriccne Zor &w, miw,, 0 2015 EASIERN$*-TAL SUPPLY.WC. — �ERTHA HVTm rAmoordion Shutter System FIE�Eqo., A.S.S.A. BADE #1 W1 OR W/O FiV.WtNDON BALE TILUT TESTING&ENGINEERING COMPANY American Shutter Association. Inc. I OLD 11-192 A/13/15 STAT;:n; 4269 Westroads Drive x DRAWING N. �.St P.Ini Beach, FL 33407 15_085 WALM A rUjr 14 SHEET A-- 20 OF 20