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Product Approval
11/5/2015 Florida Building Code Online a r RECEIVED MAR 04 ' Florida(!c"pC3(tfflG'V BCIS Home ( Log In f User Registration I Hot Topics j Submit Surcharge I Busines Stats&Facts ( Publications ( FBC Staff � BCIS Site Map ( Links ( *Search!j � 6 Professi I Product Approval USER: Public User Regulation Product Aooroval Menu>Product or Application Search>Application List Search Criteria Refine Search Code Version 2014 FL# 389 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Results--Applications FL# Type Manufacturer Validated By Status FL389-R8 Re ision American Shutter Systems Association, Inc. John W. Knezevich, PE Approved Category: Shutters (954) 772-6224 Subcategory:Accordion *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. 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: cChesk sOCtSnLYAtM^rJut�' https://floridabuilding.org/pr/pr_app_Ist.aspx 1/1 GENERAL. NGTES: 1,BUaM H.V.A=FaON SNURER.S'fMM,SLNOYRN oN THIS PR000Cr 6VALUa*fi-000U�IE�F�JiF[P.&0. FUS BEEN VEAFlED FOR COMPLIANCE IN ACCORDANCE WITH THE 2014"(Sth EDTsON)OF THE nDRIQ4 BUILIMHC-CODE THS.ACCORDION SHUFTER.SYEIEM SHALL NOT'.BE U{STALLED AT f0OH YELOC1tY NI R[)CANf:ZONES. DESIGN.WIND LONDS SHALL BE DEfERLWED'AS:PER'ScIIDt ISM of THE ABOVEMENTIONED CODE..FOR A.SWC WIND$PEER REQUIRED By THE ansmim WHERE SWITER'WILL. ' TABLE OF CONTENTS BE,==HYTI A DIRECTIOr1ALTY F�CiDR.:IZd=0.85 VSiIC ASCE 7-To,"9W1:NOT DCG1�9 THE WVCIMUM(AS.D.)DESR:N PRES$l1itE RAnNGs wwAIEU ON.SHEE15 11 T1NR3/38.18'-&:40. ... . IN .t/ER THE AHOVE 70FONnON..001614`FE DEWN WIND LOOS L`ETEiWhTn PER AS6E 7-Ib SHALL.BE,FaaT'.R'EDIICEG'f0'A.&D..DEStG#1.-WIND,Loa$ BY MULTIPLYING THEM By 0.6 IN;ORDER TO C611PAPE THESE'W/'µAK(A:S O):'DESIM'PRESSURE RA11NGS INDICATED f SHEETS 11�TMO U 16. 19 3-;20: GENERAL NOTES SHEET i 1N ORDER TO VERIFY.TNAT COMPONENTS AND ANCHORS.ON THIS P.EO..'AS TESTED.,WERE NOT:OVER STRESSEDrA 33.RINCREASE tN..ALLOWA$LE STRESS>F,OR WINO LOADS_WAS M USED IN THEIN SYSTEM COMPONEM^. '1-20 SHEET 2 ANALYSIS;HOWrYM A:riTND.DURATION FACTOR'CO«1:60.WAS'-USED FOR VERFICAT10N.OF FASTFNE SAN WOOD,,.. .. SYSTEM`COMPONENTS. ZT-37 SHEEP 3. BERTHA N.V.'A000RDEON SHUfFFR S1SIEl1'S ADEQUACY.FOR WIND.AND TARGE MISSILE IMPACT.LOAD-�WLS B£QI:VfRtFFEO IN ACCORDANCE WITH SECTION,1609.1.2 OF THE ABOVE MENTIONED CODE AS PER ATL RE wrt TYPLCAL.SNUTFER ASSEMBLY. :311-44 .SHEET A . .. .. .,. WINDOW&1�E DOW DETAIL. TYPICAL de WINDOW -},N BLADE gD214.01-D3,• 0715.01-0.4: iQ04.o1-05,.:/1214.o1-0$,:�0317.oz-oe.�Q609:01�io AND:"�U2i0.o1-11.As PER TAS-20T.TAS-202.A D'TA5-203 PRMbC6IS.ANo:ASTM7E=188¢: AM,2: M(.�SLADE.nAND ��.�11fflM.IKdLFTi:''(�' AND F-19R6 STAN44ROS{UISSq.E 11'lEI.O;=WO{C;ZONES Ir:2.&3)dt J.1220.OT-tO:iS PER TAS$01,203&!20.1.PRDIOCOLS LAfiGE>MISS!LE; .(latttenc w�Q�+�g .. .. CartaIM A -NV WNDOW DlAOE '".01-08 AS,PER ASTM E-t865 AND E-1826(MS=LEI E 0 V&D;.20NM;1,,2,3)BASFC PF07ECWN ONLY AND#072S.O1-wB8'AS'PER TA5 202 PROTOCOL I I TYPICAL SHUTTER'L1EyAY70N,do PTo1FS ON LhCkS_ SHEET 5 . WSTALFAr0N,DETADS A-F.CONCRETE/BLOCK 'SNEEr B 2.NY SLADE(D AND W WINDOW,BLADE;® ARE ENGINEER -TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LTLDTAImNS AND CONDMOr6 OF USE INDCATm ON,SHEET19 INSTALLATION DETAIISG-M.CONCRETE/B1.0CK 91EET�I 3.BERTHA H.Y.ACODR"PWS:(MI SCREWS).USED AT BLADES ItNOGTL.E AND SOR DULECT.MOUNT CONNM17GN-70 TRACKS S1W1 BE_j14x2.75*AND:/144.75'RE5PT:CT7wc'LY.410-Hr.MNum SERIES CENIERMATE. DETAILS TELT SHEET 8 STAINLESS STEEL SCREWS.WTRL 135.0 ke1'YIELO STRENGTH AND180 161 TFNSLE SIREINGTH::PIN$-.$HALL BE COATED WITH.UERTHA HW AS MANUFACTURm Bf APPROVED.. CENTEJWAT£AL7EIMTING OETAAS'.HV SHEET 9 COATING APPLICATORS,REGLSTEREB.WCH AMERM.AN:SHUTTER SYSTEMS ASSOCIATION.PINS.MUST BEAR.THE HY MARIONG ON DERHEAD. 4,ALL ALU16P7UM.EX1RUSi4liS..SdTAL1..eE'ALUNLtNM K95flCUX10N A110Y•MIp Tt:2LPkR(S:UIDtCt+TEB_ON.S'FLF£T$2 AND'3_ STTtEIM FOR f>463-75 ALLOY-LS 304 k0,AND..35.7�tis,fOR Tom.. . .;,.T . MEET 10 END,CON CION DETAILS 1-6 CONCRETE/ElLOCK ..8005-TS-ALLOY. - UMMUO.SPAN,7`ASLES, SHEET�'.1'1 ., ANCHOR NOR SC#NETItAE-fiONCRfDE I&BLOCK SKEET'12 5:ALL,SCREW"TO BE STArN StEEL 306 OR 318 ASI SER4S INA.DDRR65jON RE$tSTANT COATED..CA1iBON STEEL AS PER ADN 80018 WITH 50 ks!-MDA:1flE1D,-:STREHCTH AN6.90 kei UIN.TENSR.E STRENGTH. ANCHOR SCHEDULE-¢ONGR(TB&BLOCK-: SHEET'13 At+�SHALL.COtU+LY,W/pLORNA BUIIDING.CODE'SE>;ImN 2411.3.3.4. _ ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET'14 6.BOLTS TO::BE ASTM A-307tOAIVANfZM STELOR.AM"304 OR 316 S'ERIES•STADNLES$STEEL WTIH 35 w WNILNM YIELD simcTH.' ;ANCHDR SCHEDULE-WOOD SHEET.18 .7 SEE TRE FOLLOXNC SHEETS FOR ANCHOR..SPESYT7CmoNs:'HV ERADE, : 12;13.14.15"NTD 20 INSTAtiA11CN1'DETAILS M=R,WOOD SHEET 16 ,FN SWE',(Ji &Q TaOMNO IN UNISON!12.13::&15 INSTALLATION OkTALS S-X,WOOD SHEET.117 s:vs,BERTHA H.X ACDOROION SI'TUFTER'?SFEbf.BEARS A.as.PI(?wJ.6°T/Y,x92:..COMPwMf S.11F:TWS:APPROVAL ARE GOVF4'�.IN WHOLE'0!'i'IN PART BY U.S.:PATENT ffS'.458;+79 SLUED TO EASTf7tN, END CONNECTION DETAILS 7-12-&,X.WOW SHEET-18METAL.SUPPLY.' - . 9.R SHAD.BE lI JYESPO+518IJTY,'OF THE CONTR4CTOR�70 17FRtNY THE S6LJiIDNESS',OF THE STRUCTURE WHERE SHUTTER S PER TO BE,ATTACHUF TO•INSylt£PROACNHORAGE.;CONTRACTOR TD'SEILL/OAULK AREA 3i HV� BLADE.�ONLY ALL SINKER CGMPCPiia:EDGES wHai Rami 11m FASTENING IN CONTINUOUS CONYAZY,WTN.7H$BIDLDINC TD PREYENT.WINO/FVNN'INTRCStoN. TYPICAL SHUTTER LT.LVATtON SHEET'is 10.EACH UNIT",SEAR PEFDLANENT LABEL;WA VISIBLE PLACE WI114YAR INQ NOTE DLIRDNG:PSRlOO.S OF NURRICWE WARNINGS HOMEOWNER.TENART.,OR OTHER$MUST-PROPIXY CLOSE ALL HJ,AND.ND �lA 4• }iV WINDOW BLADE(1)ONLY CENIFRMATES AND ENGAGE OR.LACKHY'ALLAND-ILD LOCKS: 11.SHUTTER-UANUFACTURER'S LABEL SHALL`BE LOCAIM.ON A'RFADRY VISIBLE,LOCA ION AT.SON SHUTTER-IN ACCORDANCE V TH SECTION.1710.8.3 OF FLORIDA BUILDING CODE ONE LABEL SHALL.BE CEIDUM kLETAL STUD'WAL1S. SHEET'26 PLACED'FOR EVERY OPM40,TABS M TO COMPLY WTH SECRDi T7,10:B3.QF THE FLORIDA BUILDING CASE.. . .. _ ... 1NSTA11AT10N zt2.SMYNA H,V.ACCORStiCiti 5tiL7TTL71 SYvars DNSTAt211TM1ti1 SNAIL CQNPLY:WITH SPECS INO9*7ETN,iN*M[ DRAWINC,01US ANF:BUILOND:.AND ZDNDNG�REMAMONS'PROVIDW BYTIEAtRLSDCIIDN WHEFE PERMIT:IS-APPLIED�TO::. ...: . 1Fi15,.P.ED,PREPARED Of 1H6 Qif2NFFR-IS CEN!(RYC AND DOES NOT PR01A( ,INEARkNT10F1;FDR'A STILE SPEC PRO=;;.ft WHERE 7HE,SIT E,CONOITOHS'DEV6aTE-PROE4 11TE P.ED. (b)'COMRACM ID-BE f�0JN5IBIE FOR THE SELECTION.KIRCHA_SE AID;INSTAL LAP ON LNCLU�NC,LIFE SAFE'N6F THIS PRODUCT,8hS'0D'ON THIS P.ED.:.PROMED HF,/ GOES NOT'DEVWE`FitQM IS DRAWING. SHALL ONLY.BE..USED 'T0: THE CONDTLONS DETAILED:ON THIS DOCUATENT.CONSTRUCTION SAM AT'STE RTE.0WIRRACTOR'S.REPONMUTY. OBTAIN PERMITS IN THE -STATE US FLORIDA (c)Mi .P.ED.WILL BE:CONSIDERED MAW 0&URED'BY.ANY MEANS. ((a).�Srt¢ST�Gf%:R JECts SFWl1 PREPARED IV A FLORIDA REGMTERED-ENGINEER.OR ARCHITECT VNCH�WILL'SMOME TRE:ENG[KEER'OF RECORD(CO.R.).FOR THE PROJECT AND WHO WILL BE RESPONS®lE FOR•7I1E'Ont USE-OF THE-P.ED.-ENGINEER OF RLCORD,ACTING AS A DELEGATED-E NGDNFfR TO.THE PED.ENGANEER'SHALL SUBW TO THIS LATTER THE WE SPECIFIC DRAWAIGS,FCR' (0)ORIGMIAL P.E.O.SNAIL BEAR M..DATE AND':ORGINAL SEAL AND SIGNATURE'OF-THE PROFESISFONAL ENGNEER',67 REC0f30•THAT,.PREPARED..IT., FLORIDA BUILDING CODE(Non High Velocity :Hurricane. Ione A.77,"�", ®2015.EASTERN METAL SUPPLY..INC.... BERTHA HV, '�irr^ Accordion Shutter System o _ ,SAKv M.CE#i 5Y1 OR w%o.KV. Wwa+v aaoE: Cir American ShuHer SisfemB oLscRarRox oats aFA9N m: 's �rgTr T7WT TESTING.dc ENGINEERING.COMPANY Assoclafton; Inc. 1 olD'.11-142 6 ..�' sari w.a,aeu,sL;ate::am, !;.c+-xvTN.s.Nlroncu:xls /13 15 DATE 4/13/15 phoria (305)671-1530.Fcx::.{sos)s71-tali '4288'Wostroads Drive z / \ �`�� _W. 000�°is`�" West Polm Beach,'FL 53407 a -DRAWING No •,,'ONAL ENG%���`' wA(YIA A iIt1TT'Jr.PE 4 15=U85 P.E. SEAI�nU}�j 1Tl)RE/DATE n'o�L`f 44167- 5 SHEET ' i OF 26 S FOR.evm"Lcc. S cv VFRIE$• M 04,n C1 HV_SOUR Bi;ADE �HV: OI�LV�Br�AL. FLOATER � me `o �NV 90'118Q"s"STARFER OVERED UNDER US'PATENT j 5458774 QUAIIFlW FFOR USE.W/ :QUALIFIED:.FOR USE W/FAV BLAOE. 7U 4 HV.DIRECT 110UNT HV.BLADE(1I `'r WiNDwMI Ml.AL'3L' 6005�TS ALLOY AND TEMPER. QU. FIEO FOR USE-W/HV -61763-T6,ALLgr AND"PER FSm UAirrAT10NS OF USE;OF BLADE'@ ON SHEET 19BLADA ' E" 1 .: r. . -R '� 6061-T6 ALLOY ANDTEMPER. 3.226' t .12 -T6ALLOY. _ .. ... .; .. .B 3,338` .9q4�" .h90• � 670'" 2 2 _ HV ADJ. AQAPTER W/LIP 125 n 1175` R 0. .3 6• .•40' QUALIFIED FOR`USE'W/ HV . HV WALK=AVER. TRACK '820 -HV ADJ. FLOOR.TRACK gwquFIED FOR uE W/Jnr. �9 HV 'FRENCH TRACK 6063-T6 OATEMPER BU4OE 1 QUAURED FOR USE,W/ HV 'QUAUPIEO..fOR llSE W/HV 6063-76;ALtAY.,... TEMPER. BLAOF�7}ONLY: HV -RAINQUARD .... 60,63-T6 ALLOY AND TZMPER. QUAIJFTED-FOR-.U-SE W/.NV 6061-T6 ALLOY A p TE)IL�ER Vu6eS t. s6• T6 SLADE(11)D . /• - VARIES" .1.938' 6063-. -ALLOY ATEMPER ax. g 1.917' 3 .083• 693` .083• AQ3' ,695' f _0931- .. .. .. it O 670 1:6w. 9 670 1"1 HV CEiLIN HEADER � ! HV HEADER/BICC Q,HD CEILING HEADER/SILL IFIED:FOR USE W }LV BLADE 1 ONLY, QUALI FOR USE W/ FN'BLADE 1 ONLY / .6063-T6"�ALW AND TEMPS QUAUF1ED.fOR;':USE W/.FIV BLADE 1�.• a..HD WALL HFADE SEE'SECTIONS fOR VAUD .:. :SEE SECTIONSiFOR VAUDlTY 'FOR 6063-16 AUDY'AND`:TEMPER '6.gp7ts.ALLOY ANO TEMPER 'BLADE 1 ONLY "6063-T6"'ALLOY ANO TEMPER CWP A .B 11 T2r X' Y' -t ENT' 1 ,042 5'.MAX, I/8' IAr 3• 3 0"090' ' @ 2• 5'MNf. D f92' x192' 1 SIDE`ANGt ES — �0•:CORNER PIJSTS QUAIJ ED EOR U$E.W/!iV ALUMINUtA ANGLES 2:5` 7''MAk a)90 ,o.:iiru' QUAEIFlED FOR USE W/ FIV BIAQE 1(�" QUAUFTED FO USE,W/HV 9LADE'1 6063-T6 ALLOY AND TEMPER BLADE )ONLY..' 2` 5'MAIL 0.139: M131' 6063-T6'ALLOY D TEMPER 60537T6 ALLOY AND TEMPER, FLORIDA BUILDING CODE Hon H}9n Velocity Hurricane Zone .aa`oQ p TIL/J,r0 2015:EAsimN uErAL svPPLr INC. J�IIdsF BERTHA HVTm 1L E.0 4 �e,�. ;�> :,,, .A, Accordion Shuttei Systein Itv.MAllE t w/oK w/o•Hv:r0. oarr " TICCIT TESTING de ENGINFIRING`:COMPANY AmerIcan Shutter Systims ,,�„ DOM, ,6,. WL STATE OF •7l�,s_ nr},ua;.Jatn ss:s«sas+,Rcm+w,cuacEis rcc3si AsaoClatlOn. Inc., / an t1-190. /t3/15---p---47 -313/l "Pnw :{soss)971-1330 rte•:t39sj9n-1511' 4268 Westroads.Drive 2 DRAWING No %diC•, P.E jsFLOdRG�tpY:U•R�� W Wast Pclm 8cach, FL'33407 3 * , 15-085, '!S ...... wMm. . Rr.P cP dict SHE/DATE. 2 OF 20 . 4.6&0 '. ' -'9 • 1/�'-2mt 1 e-TU orcw. 4.57b' fS�T _ .. 4' •'.I 3• J4•. ecue t U PANM 7JT oro Or GST knMmumn qyJ e t m •�. SSFO FAMED .. _$ .. .�•T tA7 .1 .� 8RA59 gnwOFr('.�.� . Q:IQ73(ogwMe ...(bLCWE'M7ID) � 21 IV_CEN ERMATE'. HV- LOCK HV CRE LOCK 0 IF(ED.FOR,USE SV/hN BLAbE 1Q& .. A ® F.`_" 03-76 ALLOY AND TEMPER QU ED FOR USE W/W)BLADE l k:, ONLY QUALIFIED Oft %HV QUALIFIED FOR USS'W/F(/ -6053-T6 ALLOY ANO TEMPER -�ONLY. BLAOE,1�& 'ONLY_ GRED FOR USE W/ HV BLADE 1 ONLY 290 O,D:, 1 . .? 6053 x9 ALLOY ANDTEMPER.' ... Ma1D��. 4.Das..., ,SCREW 2.079' i'JSY3 1' .380 AFTER RNETM V Vel-20 X 3,4} BEFORE:RNEtiNG . �. E S.S. THS &SM cREW I14pO-20 RINNIIT«. .. 1n *`SESLWM ntdC£FRoarrsv }f�/ •, nLOCK CEN amaRY.mTaR+ifEraIED O L " HV "T' LockHY ALTERNA vT1 E L�—c�c FOR "T" LACK:CENTERMATE QUALIFIED FOR USE.W/IIV BLADE 1 ONLY HV FEMALE �7 LOCK CENTEitMATE ' 6063..-Tfi AU.OY AND TEMPER QUALIFIED FOR USE gUALIFiEO FOR.USE;W/ HY QUALIFIED FOR USE W/HV BLADEQONLY O�FIED 5063.-.0 Y ANDBtAUE�t ONLY %V/HV BLADE(�F.ONLY. 6LRDE,(T ONLY, ;6063-T6.,ALLOY AND TEMPER o O ITY LYUN .214 •.ObY, � 2t� &Io e� H$• o fl 675'LGn. o HD CENTERMAN.W/ O Hp CTERMATE W o r !. QUALIFIED FOR USE,W/HV BLADE 1 'dc A, QUALIFIED FOR USE W/"HV BLADEW, & CENTERMt 6063=Te'ALLOY AND TEMPER 6063=T6 ALLOY AND.TEMPER, 0. T S , Es.12' Ulm RUALJFIED FOR.USE W/ HY BtAOE 1 &@ n •-_ 1 6063-T6:ALLO 2D TEMPER — .. � Rei OO OR.KLY .97-Min 60JDER. 0 LOCKING ROD�1 uo � .37VO 1/4'rt QUALIFIED f1SR;USE W/'E{V.BLADE J n0—.16 A`��t �r4 —20 Aty�� DY'REGENr KAn IVW 4ORME L6M SMES 2333 HOOK'BOLT OCK. 6063 T6 ALLOY A146 TEMPER � 3 4(}E� SERIES �S:S. THUMBSGREWS QUAunp to*USE W/ fiY�BLADE{ &"� - ,Lp XUATtON WILL."k'CUIRE A 7 GLE: ED FQ THUMBS-CRM D LlE -FOR BEONENT' ED'F u 1. rr B QUALIFIES)-FOR USE W/ W-BLADE.d FLORIDA BUILOM-CODE(Ion, High Velocity Hurricane Zone ®--.2615EASTERN METAL:5tIPPi.Y'LNC' B ERTHA'HVTM A■SS■A■ Accordion Shutter System KV BLADE#t w/09,W/0 Ku pus DOW American Shufter Systems 14 - T1LLfi TESTING"&ENGINEERING COMPANY �". � + vA aRAwN W. MA 'Assocfafi0n.. Inc: 1 OSA'11-192 YELS DALE: 4/1315' Q a oaas x:x;aaro.St.awe:1530 ti GROEel3 nbww stt 4268"Westroode"Dkvo x �4}}I�•r�� art«�o:(3oS}67t-ts70.Fm�:`(sOs)a�l-tact ORAH7NG`Na 15-085 w !ALM-0MI19 West Palm Beach. FL 33407 4 FLORIDA Lk.+"44167 '9 SHEET OF Z.SEALSIGNATl1RE/DATE a 3' "tl SHUTTER ASSEMBLY SCHEDULE FOR HV.Q HV- 3/g'. rz HTR 41 70 SWE 62T 10 M/BlAOE 1 I to. .1875. HV 8iN}E IA os 28 . NV PAHoOW-6LFTfE „ 'csw ®- HV LONG.RECESSED NYLON Bus HINGI I I n IwOpgE b •0 Y ® HV SHOR'RECESSED NYLON BUSHING W.,NYLON HAT WASHER O DR.0 N & F1Ar IZI /� yse• 4 HV"WH EEL.CARRIAGE AISI',302--303 SERIES. 4 44 rz 0.310"4/1 6-TI ilCK..NYCOfl.4YHEEL 2.T/a'MW HV wmvlw 0:199'0 NSI.302:SERIES S S. FdS7EY5. 315m„ CLEW ta. 63.7506'® HV 1 3/4”ACCORDION PIN W/i8 HEAD.* EXTERIOR�K4 4 �Iy � OPEN= • 75007� t s HV'2 3/4`ACCORDION PIN W/18 HEAD'*" ' ! ' 2.1/4 ®a POLYCARBONATE IMPACT RESISTANT HV"WINDOW f + TYPICAL HV WINDOW BI ADE AND V-0. F'41YCARBONATE.'HV WINQQW DETAIL AOR:®: Or y ! ® MUIREI M IS) ©OR"� i *POLYt AR80NATE IMPACT RESISTANT HV WINOW - BAYER MAKROLON ,3.103 POLYCAR8ONATE i I I EQR, ,? 12'elUI..GLF �. . RESTNS,:UV-STABILIZED.GRADE OR SASic" * . .. - yy_ i TO MAA u INNOVATIVE PLASTIC LIDIMI 103 RESIN " I � ! {D OR !� A (SEE NOTE 'F' '04 SHEET 19): (.' O HV O PIN SHALL, ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES :OF HV.ACCORDION.SYSTbA W% NV C7 oR, ! EXTERIOR POLYCARBONATE SOURCES FOR HV I[�A BLADE: urorrAaE. FMW "CAL SHUTTER ASSEti18LY rlp" HV PIN®2 OR. dT -g umxx -ierwa7ssa ,wss.. {2).HV,PIN (D MAY:BE,USED IN,LIEU,OF(9 AND,ONLY AT E IAT EXTERIOR;,BOTTOM.KNUCKLES OF HV ACCORDION SYSTEM,W1.HV .10 oO-a2s' slaoEs K > ' .: ' ,- NuTE;'.F¢R. szwlc Mwa unt oi6z< ac+a s/:+' .aa:ie(., BLADE WHEN CORRESPONDING TO INSTALLATION "(1";,.SHEET 7: REAUIBEYENT$) ! . . i FiE1I6IFA1.51iffi+GR9'a Tab ASWtlDM' lzowv.aI. jay06 WR. 0) HV PIN OR 6 W/ 1/2" 0:0; 1/16" THICK S.S. WASHER ! 3 riria+wt wmaw Asia'orru sloaa�aex a.7aonask SHALL BE<LiSED''FbR DIRECT MOUNT INSTALLATION PER DETAIL X, B> f E wpm<a aa6. Asn1.6a5a +n yr a%a n Fame.. SHEET E EEL CARRIAGE DETAIL 'DAM°°sm ASSx,D7n/J. "'x C-1! �}SSEFABL:Y LAYOUT' �or mwac 4au mu c-,wss o-i aass ..N t:5:. fiF3F IFDtI1Y� /S1Y.DtDtf im T. 980'F . -.TIN=-SmDaw N7at ir' llk , 61n iRM2".P?�- �A.�. t'1) HV' .BLADE. SOLID'.& & HV WINDOW BL.ADI DETAIILS. iue9u.srAss1�aas?rAr�tans 616 n�6,oe. ,�n6 .F. N.T:.s., FLORIDA BUILDING'.COBE Mon Nigh Velocity Hurricone Zone ````�`.��E�...r�,% ®sols FAsrEaN:uErAi SUPPLY, INC._ ''��ce�.•. �eo, A HV,MIILIECI,?1Ir+1► . ■/y►■ ccordion Shutter System H.V.VSLIDE Ot W/OR W/0 H.Y.iMMOW kiX Amatloan Shutfar S. tems '� TICCIT TESTING k ENGINEERING COMPANY o. ° Pno" °Arz oaArrl °"' ar!17EQF *� ansn.a:aon.a x =vaz�xcc stns nanclasie ; 203o estton, (Dri + OLD 11=792 4/13 IS SAIF: 4/13 15, d' Phar: (305)871-15X'.F.:;(308)871-Tsai 4268 Westroads.Drive r 4iF`riS/pR1Dfa � 6® 17 9.w n We'f Palm BeccF FL.;33407 ` DRAWING No WkUR A T ur.r.P.E 15-085 — P.E. �`f!Kl1JB1l2t LURE/DATE n ma ua.g.u+ci s SHE 4 OF 20 ' m. 1_-61AiJRCTORI'( ,/t�;oNE FN LOf�C cw SHALL.6E.USM,AT 1/a,OF sKUM SPAN fOk ANr.'.. oR 12•ABavE:oR. .. TT ELEVAnDN ITY LOCKor' M.4X AAIJRJSEiIE ORS:UOUTSiDE OC}C,A1TACNEDIAt}AT aiJR$;�iT ANY .. CENTERMA7ES W/{2) 1/4 a 20 X 1/2`I:ONG FI/17 HFJW S.S.WSJ LQCAISON QF LIX;K`'StIAU.$BTEs`A5 rQUJpiCATED;ON- /� - � - SHUTTE � ATIDN. ©a+V'YA Pun 'UP TO 7W0 HV LUCKS QR ?BE USED AS",AN..INSIDE OR OUTSIDE LOCK. CONNECTI"OF.LOCKS TO,GENi7FNATES�. OR ...SHALL BE TAS INDICATED ON NOTE �^— LOCAON Of LOCKS ©fE 3t LAOIS LOCKING ROAS ARE J;OT REDUIRE0 AT URRtCANE POSMN: BUT MAY °° USfD IF D SERED IO ENHANCE SHUT Rte'PERF MANCE LOCKING RODS s OR:AN-ALTERNATIVE DEVICE I{( IAAY ALSO BE usFD AT.STACIGNGPOSRFON,.(NON HURRICANE POSRION). 4:ump Lft ONE.IN,.LOCK ®SIMLL BE USM AT CORNER.CEHr".. SPAN p'I o AND INSTALLATIONS AT ANYUR"INSIDE LOCK, Ila 'l ATTACHED TOUT®r CORNER CENRRMA7E WJ(2) Tj4/=2O X I/2'.LONG'FTAT HEAD-S.S.:U.S.1W LOC(ONGROOS-t� �'� "MAXIM SHUTTER SPAN�SR4LL BE DETERMINED ASLP�ER SCHE#ULES BE AS ISNNOWN ONSHEET 0 12. SHUTTER ELEVATION: V11 D fR S .fa 5 �.�I ONE ALTERNATE HVl9CC MAYBE' IN UEU 4FHV LOCK. _Dr FDR-ANY'SPANAND INST TIONS AT ANY ELEVATION AL -NATE LOCK: ..FMY E US]:T1 A5 AN SIOE OR Qtii9DE LUCK:ATTACFdtaENT Of 1/4'0-20x3/4"S.S..IIfUIdDSGiEW:TO'®OR GEN(ERMATES'SHALL BE MADE.Wj 1ja'a-2oc3/4'ALUM.; RNNur As SHOWN:ONswnoH WE,SNEEr& ONELOCK SHALL BE USEDAT:1/2 OF SHUTTER SPAN OR TWO•. t F. j, yg LOOKS AT 1/3 OF SHUTTER SPAN. 6,M&NU TT11r'r CONWM i3-MR KFY5T=MOLt?IT ..DLCrALIAMONS ONE HV LOCK.,Q a! or�,SHALL BE USED AT'1/2 OF:SHUTTER SPAN FDR ANY SPAN OR 12'ABOVE OR BELDW'1/2.OF SHUTTER SPAN FOR-SPANS.UP . TD W.AND.FOR..INSFALLATKINS AT ANY:b VA*M.HV LOCK,0 a�_or @'MAY 6E"U.5ED.AS.AN,INStDE OR" MD W/(2);1/4>'-2Ox1/2'LDNc.FAT HEAD S.S. MS.LOCATK)N6FLOCI:'S#IA[!:-BE!S•@i[3tCATED Dia iYPiCAL SHIJIIER R.EVATtON.USEC COCKING RODSW/:0 DETAILS.ON x I i KL Y P a K v. x OR TOP.AND BOTTOAT S COMPLEfEAX'MANOtRTORY.' SNEEIS-10 8 .. . IB.TYP.FULL " *NOTES ON HY "T" L4K -ANQ CENTERMATES; Hacxc. , I mm OF CORNER 1. -COMTION#j VALID MY*FOR h1f An 90L;'ONE'ALTERNATE HV-'.LOCK 'MAY BE INSLALtED IN UEU OF.H✓LOGOS OR MRANYSPAN AND IRSFMIAn!_,[I 'AT.MY ELEVAnON.AL=Y SE USED AS AN INS OR DE LOCK.ATTACHMENT OF LACK =INCLUDES,_USING RNNFORCINC.LOCK �7 /S-,SHOWN ON S£CDON K SHIN 9 WHICH MUST"BE &_R.�@ 3�a.�.0`w- CONNECTED TO//CEN//T19WATES®i AND 10.W/1/4'0-20 x 1 1/2'LONG S.S.THREADED.BDLT YY/i/8 a x 3j32':. ♦ �}jaa�6'♦0 t0- MAXIMUMVRNGNUTABDVE=AtiD BELOWMIDVAN'USE'UFTWO^LOCI ox 5/8" G•RODS IOTOPAL1D DOTOkt�15,MMANDAILED AT ORY7„AN OR 12' *NOTES ON HD i.. - - . 0 ALTERNATE HD LOCKCs MAYBE USED IN UEU,OF 'TYPICAL� HV BLADE SHUTTER ELEVATION Nv LOCKS 'OR: FOR ANY SPAN,AND INSTAUAIMS'AT ANY avAPON.ALgm"TE 0 LOCK a MAY=,eE.USED . - .. AS AN.INSIDE OROUME LOCK.AttACdS1EHf HD.LOGO TO 0 LS W/3`{8 x 3/8'FR::S_'LQX AND INCLUDES REINFORGEMENT'INSERT 0 A SHOWN ON �AND-HDC-NVC.':SFM 10 I=.NAY'SE INSTAUFA1 AT 1dW^aF'AN Own,VA)MMM DAOW OR ABOVE.1190SPAN.USE of LOCKING RODS' iS CONPLamy wr&AAI... on IfIgh Velocity Hurricane ne 14 �,.�` fcP.:A.14 ', ®tots:egSTEFw uErAL suaPLv,frac: it%,,, BERT MVTm �� ucEntsF �'�. Accordion Shutter System A.S.S.Aw Hv mauE. 1 W/OR ry/o FIV tstoo MME American Shutter terns nLUT TESTTNQ do ENGINEERING.COMPANY � D!cADT,aN DATE DRA oyer Y.L �... �STATE OF D,-NY,ism.u,sw wsz v aa, + 9cla#ion. Inc. I OLD t 1-1sz 4/1s is oATc a/13 Is -".� �UR�t � `• t7091�ts t,f?�1aT1_Iuf West Palm Beach.SFt 33407 s DRAWING Ido �''!�'S/ONAL owxA MUrI k.PE . 15..-085 �A'pQT A" fllOitX+A:lic:,/.IaIBT 6 SHS P.E. SEA� itlhURE/DATEQF 20 CRETE.ANCHORS OR CON RETE'S1EC '•(SEE.SCHEDULE ON OR C�7CREfE.BLOCK . POURED G�HCFOE... REQUIRED 1/,4'9=26rt3/0.�5.5. SNEEr'13) CONCRETEANCIlORS NACfINE SCREIMS_. CONCRETE f2E011i1D .. (SEE SCHEDULE ON PJJ 1/4'_20: REOtlait£A- �- {/�a�� - (.SEE S CONCRETE ANCHORS: �]�.J �.J'13"ot�t' E 66�tARRki�QV t>ti�»�' SHEET 13) NUTS.P:12'O.C. (Std SCkIDUtE�OtT S}iEEr�4,) � ' iT ,� a,t2'O.0 E.D:1, - .:250 Nw". - ��� BJ: ti:J 25O T o 25iJ*uoz. °` r .\lax. i Mal OPTIONAL. i ;: roaasru, f I(Fm 1 OR:_�� i MIN.WARATION TO GLSS .9N 4427 t9.dD '"' " .� .Ouwl-+r�(SEE SCAMLI E ON SIff.LT.11) I'll, E7ftSRhtG i MAMID'e'SA � 'MW.SfPARAttON TO;GtASS al sCNEDUt.E ONSHEEf it) " t Q.JiV WALL HEADER INSTALLATION ' Q HV WALL HEADER INSTALLATION .HV WALL 14 DER INSTALLnT10N _+ KEYSTONE r: r11!CR RAW, NtN:sv�now ro aAss " _AOR SCNEDVL£ON.5f1GEr ti) .1 S ' "�,. 61tN.5EPAFtAT10N TO'G1A55 " ' -1 CLASS t ., '•. 9iEi �. e. (SEE SC1iFfIUt£'ON'sNEErit) + " t�tu r" �" " f/t''dax: E: " .. E. D a' `� 12 oR� _ w/tnttirs�mis4s'rsiE�nD E .. .. -cofat �$ L4t1E SNM.,(51!0 e N /. PNS1 � CRETE ANCHORS 1/4-20 us:aI2o.0 (SEE s!EOw, 12-O.0 . (5"„E.• 1(E ON SHEff-13} PO1/Rfo C8N . SHEET 14 POItRESt 70REIE,, OR CON CREtE .. OR.CON "BLACK :. .. ANCHORs 'REQUIRED. wAta REgv QD . V WALL:91M ENT1dNEEP10.)( {DLoN.: tF HV 'WALL 'SILL INSTALLATION. . Et}CtANCRETE SH OR CONCRETE BLOCK WALL REQUIRED, o HVWALL SILL i0T4,LWt6N. NOT '` a. INSTALLATION DETAILS W/ 1=SEE 3tEET'-4 EOR 7YPICAI.SfiUTIE12 i E:0 EWE DIST N CE � ,+_SEE t11dRATgNS OF'.115E,FOft . ASS7LBLY' H V BLADE. 2-NOUNTINO's=- ONS CAN 86'CONmum (SEE 5pFG7fiCATWNS Ott..SFlFET 1�- 9tk0£ 1 Otd SHEET'i Y. IN ANY.WAY-10 SUIT ANY INSTALLATION. unluif, FLORIDA BUiCD1NG CODE Non High.Velocity Hurricane Zone •``�\\,`�(�,..:../�. q 2015,EASIIERN NEMC stl(>P1Y,INC. \y� �10ENSF T 9 ®� BERTH HVA; �■$,,�'■ Accordion Shutter Systewm. *' . Rv.bL4w o wI OR 1o,Iry,mNm a. �y !•!'` '*:- R AmsrlcoA Shutter Systems Disc MON DATE DwuAN UV: NL. TILLIT TESTING. ENGINEERING COt6PANY Ai OF +�, Aasocialton. Inc. 1 OLD 1t-192 4/13/M DATE 41/1 s/ts 9'•, ct,,.. 9asf.a,K.Sam sE stm s»o9zasA crtmEes netma aif 4266`INes#roods:Drive Y, (g�(gi - a,a riw�e:(amjsrl-txw ros::(aasiL tsaf DRAWING No West Polm Beech,•FL s °�: �orvAti ti 15-088 0t/yl 11N11\�\ WALUR A.VULFI k RF- ,id?Ol,lk.®:'kt167 4 SHEET P.E. SEALJSGtNA7URE/DATE a OF 29 ' POURED L'OtiMM AHCRORS', r r. CGNC�TE� (SEE SCtTEQULE ON:SHLET-T 3y i- Thu ar � t �� " T„ j m � T �� e . iWCte•dk'tx:. F3pSPKG. E i'{?tC:SGrCTd72Ole REGLRREO'. EWE 1t'FOFt E6JLE OMO .,.'' `-'t 104 ,.' i,. 97f1T 11) �,.ALTE�A� ". LOCAnc Y r t4xS/+,HE% HERO' t e ' 77 Sear um3: TEx'5cRkYrs tz"o. `s- " '' .Q �. 3 tm+, CONCRETE ewcRox5' , 8:.. > APPLICABLE IF .{SEE SCHEDULE,ON. •iay .; ` . e " MOE.OF u: SLAS if SLAB py roCONa .0 POURID ._... T7A7 HEAD C4PICRE(E ANC.MdCry25 ,;, saFurc m Stir GON D" REOW: (ATE scHmOLE 07a sHEQ't4) . "tUt ,9�"�° .t7 .; p♦ .POlftfEn :RMMEO. n HE"nt).WMCRETE':ANCHORS oAas t " Ipj ED p. nf( (SEE SCHEDULE O"5HMr Sa) 11 IMCH INSfAI AN-61414 AUD"ONLY FG#UP.TO a•70. -76 PSF AS.D. O HV WALKOVER IhIMLLATION DMIGN PRESSURE PATMC&MR SPANS PER BY FLOOR ANUALATION •I' SCHEDULE#4 SHEET 11 (0 KV COUNG, INSTALW108 CGrlCRuTE tttDanaas - - --' - - e W 0.199 " ...••«w EXISf7H4"" `-xaurt aN&ELT ti :_..____/'l' (SEE aN. - L f T:0'Ct7FE 11� -414£iffiid It) � l M.� i t �:l SHEET 16) /f0 9VdAtlf FJ65 ASS L CEIL�S M SOVAU vt m ares r e � `"'", sxs,t'1M TAPPtR+ ND43 t w/0MMUMCP 1/4 1 GH.lL&K ,1 .. Y 9 3 d'I t EI�$01i(7R O 0, .. rpt L9!:ro e'-o'S1NN_. 1 i I t t fes+ +spt, rAs t1 -t t 1 srA mT AT M wx tt ON SICE VCR T. D.• �To s14. i 3 att xrtaap a ,. y , ovi T£iC SCREaS Gk 1 �� T .d.C. �PSdw'S/+' yEx NFyD t 3 O - F f r .'IDC:SCiYflS'S G,.b`G.C. '' t t/4'f-3Qf3/+':SS�NS C NCNETE ANrf#>Ts _... $ _3 ®T+Sia sDw _ E MM h t!<r m Hum ' aw/tnrr,a s• {sEE•scrTEw.E Gk �', + sac. / . _.... . __..:_:% 2GO•WIN Nk/t.iErad ,E MO+a '� EDGE OF �_ •, F�D cow:ar+cHGRs �TmTE T3{�y ewtE Tsto) eta. ... POURED,CONCRETE � .(SEE SCHEDULE ON 4H 5FfEET, . !��R CONCRETE, ONd 'S1LOW SHE£C 7a), f'CriYtt£O,COtTCiEi'T6 ...:.... OK CONCRETE RLM ... aenosw aaunED. REaTirrEn �.K Y I E All3btMMG IN dtt IMN coHCRErE HV WALL FLOOR INSTAL ATION HV WALL. WALK-AVER INSTALLATION %W arses- :HrAu,RFb. 'uuaxuu S74aeTG¢SPM!'tf-d` . NY,RAINMED INSTALLATION t } _ 3 E:.D EDG.:OISTRNOE i"A.��d6tA�9tE�i T `PR F��ABE€D, ., ADJACEHF TO AN.OPERAHI.E EXEC ' •SEE IS61r1[AIIGNS;of.we .I--SEE SHEEr'�4.FOR TtMA: SHUTTER (SEE SP€tlF1CATiOtpS{}$F SHEET T3)'. OR kN4EY4NCE SLADE,i{�Ry,OH sH ,� �yST�4LL�TI+�P�.�. DETAILS W/(P. HV BLADE.. 2 UGNTYTv"G:SHCT,GNS tAN dE GOV,DIN -IN AW WAYTo'SOT ANYMSSTAFUO,ON., FLORII1�A 8UIL1>ING ClDE(Non Ni h. Velocity RNrricare' Tr.Tse Fh57Ewli hi'E'fbL SvpPLY,4NC: BERTHA HVTm - it Q A Accordion Shaer System iL EC:0,yc. ■ ■ . M M KV #i'w/azw/oKV..w vr�ME Wyk= AmeNcaa `S6uH9Y Syt33ems asc�PnvN "n Ovali ar: u.L. s TtLUT:TESTING:& kNGINEERINO GOidPANY -o'•, TRTE.4F s�3 P,w, ,.us ss a aavGa.rwaLea.a3, Aasacia#te». Inc , OCG"S,-,sza+rE +I,3 is pnonr:(305 71r,s10.rcx:(3G3JH71-Tw, 4258 Westroads 0&la z ORAYANG_NG c ..` —, Vtec ool.can West Palm Beach. FL 33407 3 i'�+`SS�...Ai ti�+�`�*� tmnLTt7tc a tairrrT�r;pe 15-685 + ��s Tt L\.. , ROMA Lin.$4410 s SH6Ef'. r�'E: ski/stNA"fiuRE[oai of 20 SEE,END'WALL tjUlj -W&A8 sm Al N www® hv Lgrttscs OUT. iN FJO51t1dG G1fU5^ iNSTALLATIQNS W./ 1: HV "� '�°'^ 1 C•. Btq[D�StAa(pEi'Aq.fNF IS VAf1O f6R M BLADE W " HV NTERMATES 1�'' WN,M'!` o a� o OR ALLMMMEMON }� k�po7� ,� ►'��y�"�; - raG a ss ILS"ON SHMs. M - . .. .:::..........:......'ice :���.�..,........_.....,... �.... xa¢irtlBSeo'-2 I V'y®' 7" (eOas- Alm u,m,. QPP�OS!2�. E Y 'A18YC W/(x)rf+•o TAat 1!2' os�?+ .,. awars;lo - CENT AT G A7ES ra :;srwa N (S+JpJ1R?11pp1) , /1014.,sms,.0,12- (;)g1oA,h sus 1fy ili6£ O,c.tvu:tt wltar. ° W/ HY LOCA or 2E A7 -aactt:(1rr+) , * i sal 5 IN 5 1 1Ix 4z— A- a UT HVB HVC HVA. ���11ry��� ©•( "'{yilj FUPQU �" — TRlCAI Ll °Rl6i.+\J � M�1..S£FARA?Kua 8 • �-Nco.. �( � ovsr CENTERMA" (Pr �• "��' "d ,�a' m.c1Ass ' r_1 Gt?tiss j g oPttt tus oN s' 7 If TT MIN•SEPARAPON , 6Ni (W-QR) _ _.._._...,,....., �._ :. F vur. 3. am, a {3UT' s 1/r°17A s1A6K OUT (1D YERdOit� AVE' y HVD FLO®RDA BUM CODE P1in Nigh Wfocity Hueei'+ame Zone . ;NNISIU{ il7ylllj/! 0 2015;GsTEFiPi b1m SUPPLY,INC. BERTHA HVA, s P- \G -. j� A�cc6rdion Shutter System A As wu :#tW ,c who a WtadW ems' American Shufter Systems 1v. oc&arlw� mw Wa_ * TlWT TESTfNp ENT3i1iEERltirr CORtltAttlY STA f cr w.w. ,..sN s1: � GINEA cINO.. MPA Y.,- Ax*fafirin, tne% �, Oua:�11-1 s2, a11sG1s oat ells ... Phis:.Z ?�1-153V {Sos)8!r—is31 4208 wearoods Oriva x 6)12A1SdING Na •�O'rct FLCRID?.�� '�. �"mloalers West Palm Beac�i,, FL 33407 3 15-085 /j� S' .•••��� ��Q, - W71'iFR.A IRUf Jn P.E. . q, SJpy �6 ♦ 1Y11fiAlA Uc."/"aa1Gx s SHEET P.E.;�`CAIi� { (►it''E/DATE. s, 8 OF 20 ALTERNATE W'UAL(ATION W,/HV » » 0 V MALE/FEMALE " " LGS 8 1NM HV t it cesaNcr�zou ec ou'exEsrc �a:t">la IN TAL LATION �. S H B DE �; om+mnmas HD CENTERMATES OUT I.N �®suac agree ets esaclEa DAN srgr a. �I-, u rani��nnaidy.t�DArrr+a tarae�D�ir�.km-�.: .�a© 7'l8! to�..®' a®rwrfn oN nts sxtti�Wv tE.wq sant its K SM 00 WML COMMUM MAU ON Slf£ET8',tR 1R 35 Now (OM.gN41 � .(OC7WNN) ta/t anF}MI 1 htW/o.c�•,iui UiaaR 1k - ------ ------ o _. -- —7.4. 3 — j IN ta)ttv: IN 3a LOCK T(IN510Ej �. O. "MtnP) za c o¢rs R+r 1. sa aoa°"ssau T. I A k I 1 1 p ,.r,• �' S 1 ' 2 1 Ar , or 5 3 'Noe. OUT 3i ox 33 31 oa�2 31 oa�2 33 31 on � �, . ,...i/,Iw d-20 uc«4M'6 cart H4 iQds 4 OUT HDC _M ®v W/ 7/8 0 x 3/32, WINGNUT. (bPrror W{ IG-H Y ON SH xt 5' YMMETRICAL"HD CENT gMA7ES �_ MMETRIC4L Np CENTERMIITES' NV "T" LOCK (O.UTSIDE) 'W/ LOCK 1EXTER190. / t ">uUww �* ® O O "O •®' 2M4-43 Niar)LARM FW,UE nret SMV Tamar.Patty f,oaxa I .` : i. u raatwracnao er ter."11WmoaPtrnm raves .. ©•(�7 ..®p°©•Q7,��, 3 'I`ser was a tacwn rmcd g st xo�wsa cn sever s. . �--�: 't'kricrac rRaog(�a'ua:'oaoo-rnvw' ata ma au axrtmwe vnraoa rmf&. E(D HDD—HVCk�! FLOATING STACK FLORIDA BUILDING.CODE yon Ito Velocity hurricane zone P,-T, 1p 2016,EASTO"MaAL'SVPMY,INC: •met:�CENS ':`�9': BERTHA. HV,u ME�CO t;y�. A.S.S.At. -- - Accordion Shutter System r, KV I #1 w/DAR.W/O KV..WITO t OAX, ,American Shutter Systems ..oCw.MFMe DATE teatlurter:--u.t_ NGIN T!LUT TESTING'd EEERING COMPANY TATE 4P Asaoctati6h, Inc. WL 413/15 . 83:3 KK.36ft 5a..-5M.,.30s.Vg".CVAN5.�331 �,.c._ Peon, (3o57erI-T�3o r" :(3flswfn 1s3t 4268 Wastro`6ds Drive a DRAWING..No G�'r�C' QUI G a mean.t •m+ West"palm Beach, FL 33407 3 _ "'gig SO.NAV ,IN,.�`° wno�i� ,. F_ 8 SHEET �$r3 P.E. SEI I��ATURE/QkTE a 9 OF 20 PBUREO CONCRETE. POURf71 CONCRETE - RFDCONCRETE POURED-CONCRETE.02 .. OR CONCRETE OR.CONCX7ETE BL CONCRETE:BLOCK.WALL L CONCRETE BLOCK WALL REWCRED. BLOCK WALL REWIRED REOTWRED BLOCK WALL REttutiEt) - - . LASS ' CONCRETE ' ..' EJaSflNO... G.. - 2".MIN EXISTING CLASS: '�i�^^GLAD. ,. /f"'�E%1sT161 G .., �EXFSTING�GLA55 ._. :. M2l.SFS+pRAtICM�� _.._.../......._._�.—..�� 2. MIN. � .To ... MCi.S'3Y3b03CN Qx;s: i�' JAN.:SFpKR4RR7 t . TO 42=(SEE EO EQ TO dA`O - 1 11 Fitt E CH SHEET ON tfT6.s MAK -"- ON i it raR O samlae as 5l§�T 1T FOR mo ,(soca-Ta)crn:�"`-•• .d1 GNs�:ar-:tD;roacN:s�T.ts:FOR: it ON st£Er FOR ALVN CLOSER 1 aAnTs &0 PLATE.(LOCATE tlz. / \ asQa<.Q�1 T--� erOEsO.aQ .AT E'IRiER-BOE MW \ 1 ..Of'U4) IU .*'WE i"OR:2.MAX' 1/2'MIN. �,oxi/2'su.s fTox,/z'sais. I L tAs APL4 C F 4 xi/e xo-z' _--- 76°-O:C:. .�. \ - '.(6aT6.A11Ov)A Nl07tETdTT �, '(i)/iQii/2•s.ds.ToQae . 4 .\ � '(2)1/4'6 TAT?COtiS ORS TO WALL AT t'OC.'(L tE AT .S DE N NECTION 1 OR. EITHER-SIDE OF'�) � OR��• & Sa DETAIL.x TOR oR �• TO.TRACKS SEE Ot f L x s a 510E 'T T ®«C�°•.©O 8 �' aoE TION O>. �a a 4 z a a .®.. ® �«© Qom'©•gyp JRA cKS Q.O�.'[J_'V����b_ ��.O'�®_'V`�T./•.®... � ®m�.A '•�.'-�:/�,ti.:/� a �•.�P®l:®�a.®4 .. ENQ CONNS:TtON 4a. b�•QN 4U�Q� ®•gym®® �®a�N� p• ��•Q�a4•d�0.®�A �• � �'"®•� •®` END C ' L END CONNEtaTjON DETAI[ ONNECTION DETAI3 `® DETAI1 Q END CQNNECTION DET . .. .. i.REORREV:ONLY FOR SFANS GRFAIER"THAN..t2'-0' . 'POURED CONCREIE'OR - . -- p(ISi1TiG.'61A55 4011 CONCRETE BLOCK WALL ,. CLASS. �.' .-: GLASS. I'm SEFARmoN TO CLASS(SM iii L�ta N SHARD CON t/r�nN. Ta CASs OSHEET 19 TOR ANCHOR®- 11 FOR A OAN »T�Reta[EmArzD ------ !I ---- � .'CONCRET aanEs0 4� .. 12'OC. '.5ON_q4W 1'BLAMID9: -- - OR 1. ANCHOR a 0.C. --172"LMtN; _ 4 • �' -1/2-_MIN. __ 'OR 2'MIN. 2`1RN- +►SMI LIUMATIONS OF USE r�u FOR. L�l/�••+"�5�..�s++ v� . : VAE.BON SHEET-.19 .�OR Rt(qQR(DOR(g VIE Y. PLAN OR A L POURED CONCRETE'ORWim©Om(s� 4 '' «f9 O O4®°' •�" E STA N CONCRETEat=WALL +® ©•gip•®a ' �� ®•�°©®« ©"O ��©O•�a HV BLADE 0 HV WINDOW .BLADE INTO CONCRETE OR CONCRETE BLOCK; WALL. END CQNNECTION DETAIL5i� O•Q� ®Qa$�®" .END CQN C IQN D AiL_6 F �-- — °®� FLORIDA BUiI1)IIICi . Non Nigh Velocity Hurricane Zone R. *,*&EASiFRN METAL,SUPPLY.INC.. BERTHA NVu, C A S A Acc 1.11AWW/z R, Shutter System W/O KVVVINWN SLADE American Shutfir Systems n. aesc�aanoN wrc awwN rm MT T�LUT TE§n(tc,ac LTtGiNEEKINa t:oMPANY Assoetotton, the. 1 O tI-M 4113115 Cie a/ta is STATE OF lass Ntr.Com.St.sit:sosr Oases.FLWM sal r"; 4288 Wesfroads Or(vti 2 ,<`'•. OR 11'.0-0.0oom West.Palm Bedch. FL 334407 a DRAWING No Wi1TER Atfidi.P.E. ` I 5^05 u>ftg,n W.d 4.11E S SHEET P.EtflA�liF2E%DA(E F6 . 10 OF 20 SCH ULE#1 SCHEDULE 42 SCHEDULE B3 MAXIMUM SHUTTER SPAN* "L4 OR`% MAXIMUM SHUTTER.SPAN*."L+ IMUM SHUTTER.SPAN*:"LF* piy�Al f eitDN LEGEND (ft.). FOR INSTALLATIONS w/ OR-L- (TL)',FOR . .. R'`L_" (ft.),INSTALLATIONS D camQj $c Ig,or or. qOpl INSTALLATIONS W/' y,� . . CONCRETE.& Iy i L+:WXIMUM ALLOWABLESPAN-FOR AjdNEN O/ ONE H V .LOCK or;R or org1; w/ ONE HV LOCKS. MANSORY Pos)TNE A.S.D.DES�CN PRESSURE RATING.; HO COCK ®W/:NO LOCKING RODS or ONE HV LOCK. or'(S'ar L�. - - L :'MA)(.ALLOWABLE SPAN`FOR A GIVEN NEGATIVE OENTERh1hTES: de W/.ONE.Hlt. W/NO.LOCO(IrWRODS OR' .W/ NO LOCKING WALL. A;6;,-C. D. � M N 0' P,Oi A.S.D:.DiSIGN P13CSPME RATING. ODS'. MQt)NT1NG F. K`& L R S,,&V. LOCK® W/1 YD LOCKING ROOST TDP $9 (SEE Nines�t.," Nnuo raR-tl6DiinNcQ �DUKE TO DiErsim. ,MAANUM SPAN FOR BOTTOM' SEE NOTES .. SNf3:T 7) FLOOR%CEILING G. H, 1,11.J T..:U;W & k WALL MOLNMNGS(TOP/8DTI0 fy'ORROOR/CEiUNG: &" - CONCREre WO60'AN ALIAlIONS//��V CpNCRE7E.4c YX70D: .MOUNTING .. 16sra M yy�y law" CANCRETE M. VvV4 A POSITIVE A.S D. DESIGN PRESSURE RATING. A9n'orsaM: isv.otsr++ A.=bc%W INSTA71A110NS 'PIa.S9t+L 'WALL MWNRNC fLCa2/COtlt1C: WALL NW110NC FL0017 COUNC;MOtlNBNC. DETERMINE MAXIMUM SPAN T.+."FROM SCHEDULE. 1 u4m MOUN19lC. igifq," :. Rum / (AMEN:A NEGATIVE,A SD.OfSICN PRESSURE RATING; =,). FLOWCERINC MOUNIT C ). DETOR ERMINE MXQW4 SPAN 'L-"FROM SCHEOU(E 1+ON-). 1i°R-) O MAAMUM SItURER:.SPAN R:+'OR'L '':FOR I,I.IN L- L+ ID L-04 14' t GQ- lE.11Q L-.(IQ. 30.OR jr'' 0 18-p'' 18-0• ..f6-0" 30: 16'-O' 76'-0' 30 18'-0` 76 0 flWALWlONS Ntq WOOD'SHALL.BE UMfTED;TO. FINAI.MAMMUM ALLOWABLE SPAN IS EQUALTO THE 35 14.'-f0' 14'-}q' 15'-or 16•-0` 35 14-f0' X14'-7 q' 35 IS'-2' 15'-id' FDS Psf.AS.D.DOM PRESSURE RATING, .I(u'HI�.UIvI DETEFtm"m SPAN BETWEEN 1L.+ :ANA-L-. 40 13-10' 13•-10' 14 2• 75'-2' 40 13'=.70' I]'-lcr, 40 14`-2' f5'-2" PROCEDURE To DETERNiNE MQdMOM'SPAN FOR 48. 412'-:�V' 1Y-1' /S-4' :14'-S' 45' 13'-1' 13'-1` 45 13'-4• 14-3'.. =W ��l UM. 3 MATE'#3 MAY BE.USED AT AU. COMBINATIONS INBETWEEN'WALL MOU50 1Z-5' -12'-8� -13-7' 50 12'-5' 72-5 S0 12'-3' 1S'-1� AnONS:LOCIOTIC SPEOO1G4nONSW/��COG����' - CATED ON MANDATORY CONDITION JI2 55. 11=t0'� 17-1? t2'-tl' 55� 11'-tG` 11'�t0^ 55. t1'-1' 'TP-11FORAGIVENPO%r&AS.D.:.DMON.PRCSSURE` 60: 11•-4' 11•-7' -IY-4' '60 11'-4" 11'-4` 60 10'-2' . RATING, 65 lo'�ID' I1'-1` 11'-71•. 65 10'-YO10-1 D`- 65 9'-5 1p'-1' DETEI MIN£r -• Lt+- MAX.SPAN'RAWALL_MOUNTING 01STAL ATiONS. 70 -10'=6" 10'-9" I1*_r 7D 10'=-6' -7q'-6T. 70 8'-9". B_4 , .SPAN;FOR FLOOR/CEILING MOUNTING 75. -10'...t' 10'-4" Tl'=:175 t6'-I• IW-I•.: lS _ 9` 9` ttD' MPT THAT atAf(WN SH17r1FR-SPAN`+-OR.10-0' t0 r1i0 y f0• 9'-10' 1 'Nt0 W.XIilIM',ASD.OESING'PI�SsS RAMNG.FOR }jR.A MEN NECdTtdF AS:It DESIGN:PRESSURE INSFAUATIOS I4I0 CONCRETE CR,CONCRErE&OCK RATING: 90 9'-3` 9'-3' 9=5' 10'-1" -90. 9'-3• 9•-3" SHALL.BE,tWITED AS,MLO' : OURMIRE, . 1-- CONNECTIONS 70'KEYSTONE MOUNTING L1--MAX:SPAN:FOR WALL MOUNTING INSTALLATIONS. 100 a'-9' W-4 _e'-0'-. W-7' 100 a'-e' 'a•^4.' LIMBED'TO' +64,-72 ps.G AND - .5PAN. SEE L7-.MAIL SPAN FOR FLOOR/CoLjNG 1JOUNONG MOUNTING(g)ON..SHEET 7. INSTALLATIONS. 105 6•-7' 7'-11' W-8' .9'-4' 105 8`-7" 7-11'. ..-110 W 4' X-7' 8'-7`: -9'-2` 110. W-e_ 7'.-7' FINAL MAXIMUM;ALLOWABLE SPAN IS'EgUAL TO.THE '115 _ .ti'-r. r-3-. &•-4-, 5•-11' m115- $-2• Y-3= SEPARATION TO UI:ASS 9QHEQQULE MRJIMU>19EI1ffEN 1a4: IzF:`i=- ANDLx-• 120 6'-0'. W-11' 6`-2". $•-9" 120 8`-0' 6•-11' (4)GO TO ANCHOR SCNLT)tRE 1YOTi.FINAL MAXIMUM 125' 'r-10". 5'-S• e-D 8'-5`. 125' 7'-t0' 6'-B' ALLOWAI$.E SPAN AND NEGATIVE:A.5." DESIGN: ,130 r-8' 8•-5' 7•. l :E•-}.' 130 7.-ea.__. 6'-''� ��NIM�M. PRESSURE RATING Tn��:OETERMINE MAfgMUM:.ANCHOR _..... WIND. ZONE SPACING 135 7•-7• 6'-2' 7 9 7'-9' 135 7'-7" $•-2' 4jEPA{�1[�QN 140 r-5" 5'-11-r >r r-$" 140 r-r s-11• ASTM E-1998 145 7'-3'' V-9' 7'-S' 7'-3- 745 :T.Y 6'-9' TO CLASS' iso 7-2- 5._r r-a. - 7_0. _...a5o r-z• 5._7. 1 THRU 3 V, %160 5'-11,' 6'+2' T-1' `6'-7" '160' W-11• '6'.-'2' .165 -S'-10' S'=7' r-0' '6'-4" ITIS' 6'-lO' 170 V 9 4'-1.1" 6•-1r $?-r 170 W-9` 4?-1f .. 175 61-7", V-9, r-s• 6•-0•_ 175 V-7- 4!-9' �K-t .160 _6 $V_ !-8. 5•-8` W-10, .m 180 6'-6' 4�S' H V BLADE E _..._. 765 6-5-� 4=6• $•-2' S'-8' 185 ... 8'-5' :4-6' 490 6'-4' 6'4fi' I Ir-e 'S•-8• 190. q•-4' 4'.-$• 195 6'-3' 4'-3' 6"-6' S•-5' 195 _6'-3' 4�-3' 200 6'-2• ..4-2"_.. 6'-4" 5'-3"' 200 6'-2• 4'-2'. 2oS 6'-1' 4'-}" 6'-3` .S-t' zos W-} 4'-1' FLORIDA.BllWNG CODE lion: If h Velocity Hurricane Zone ,``\tttt}11tllltfttlN(lrri 0 2016 EASTERN.METAL.SUPPLY.INC. a a TQ,rrr,, BERTHA, Hvim A Accgrdion Shutter System /rTL E C o qac. ■ ■.. ■ m Kv eLnDE.�t'w/OR w/o KV.,mNDQ,ti aacE " '_ Amari�n Shutfer S ems Ofi$GWMN VAII MA"BY,16C1V.& 0. i111Z'M'* TIU.IT TESTING a:ENGINEERING COUPANY )tis /tBSOCjQ{)firy. 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J.1. 90..126 100 205. TAd,CON :1f4'0 TAPPER4:AN .A5 M4NUfACNIRED•BY POWERS FASTENERS;WC,.•AND -:BY ALL PONM SCREW:BOLT,"PECFALTY; I" 12 10 6 a 8. 6'S3 . 110 s a e e- a 14 112 10, 9.18 9 s. a -TMLI0H.WITrT ADYAHCED, QOMPANY ORLAN1'OTHER'AAPIiMRW L1Cf1=.OR'AUTX"zEID.VE OUR RE=Tp RED WTH'THE AMERMAN SHUTTER SMEIK:ASSOM'RON•fft. THREADfBRM TECRWOLOGI` „fc;•3•kd) .. .. . 3 0" 119: / ID 9 .8• 8 6 '0 a0 s •9 8 a. :6 14 12 10: '9 'B 18,16 6. AM�S SAO. DR /4 12 10 9. 8, 8 6 6 JO 9 e. 8 6- 6- f4 12 10 .9 e a 9 5 HOiFS,. 14 12 10 9: 6 d-6 9 10 :9 8 8 g.:,5 1.4 .12 10 0 0 6 8 8' BLUE TAP'wt'CA1' 114 la 10 '9" 8.. 7 59 3A 10.,'a .a e. 9: 6 14 Iz 10 e. B D 6 6: TAPPERt .A7)MRLUM EKFi£DUDU WTO POURED C"CRETE OF TAPCON OR TAPCON WBH,ADVANCED THREADFORM T@::HNO.OGY ANCHORS:AND TAPPERt: 14 112110 :9' 6 6 9 6" TO 9 8 a :ate a 74 Iz 15-4- 9 0 '6:5S - AbPORS IS'1 3/A'.AND FOR BLUE TAP�W/"CAP ANCHORS IS 1 1/2'. 4•-O" 14 112 10 -9. 8 --6' 6 :4 10. 9' 6 a '6 4A 14' 12 10 9 5 8' .4-H A1j WOL SEA EMBF7).AM, E PER'0 x 3/4•ALL 0 S.S& soup-Skr SCREW U(SE SHALL�' 1.1 WO.THE POUREDONNUM CONCRETE. CCD*10EOG AM 14 1Y 10 '8.� a e 6 48 10 A.. 8 9�, e-6A 14 72 10 8 9 e 6' 4S INTO STUCCO SHALL BE PEFZbfI1TED.1/4'/=20'SS:MARRNE SCREW US€O SfiOtt BE�/.`t/2'.LONG LRNOtULI SHOlBD STUCCO'DaST;'A1m14.12 10- 0 7.$ 9.5 3116 -. 10 9 :e :8: 6' @ 14:.12 :toy 9 a Y 5A 4. ♦stE br'OSE so41 '1•&WUff�,i'FOR WALl5 51181 Na STUCCO; 14 12 110 :9 8 8 '6 6 14 12 10 9 8 e'. a-9S 14 12 10 9 8 9-_L'. t8. e9ACiC 571TPT'ta N 12 10. :9 8 7: 4 14 12 TO 9 8. 93 S.3S 14 12-10 -8. &5 8. 3A S A;3)IN GCSE T1tAT PRECAST STONE,PRECAST ETE T'M aS1 'PAYERS OR ANY IBHEER'1.�FOUN6.QN TRE',CMNG WML.,OR FLOOR. 14 112 /0-•8 a 7s 4A - 14 12 '10 9 a 5 '5 9.5 14 12.10 9 a 6 4S 75 ANCHORS'EH4lL'DE�LONG 690UGH TO.REACH..7HE�,UAW�S RUCtURE-SERO=&VD KALI F1N61£S.:AHCHORM:E:SKALL BE AS'iNDMATED.ON 14 .12. 9A 7.3 OA:4.6 - 114 12 .110 1 a 74 IS 4� 14� 12. 10 9 a e�.4A.3A NOTES41)h A.1)ADM FOR D95TALLATBONS ON•VWTL%WQ OR WSWNOR.WM;ouT:METM..SILvs f.VtiSULT'INS EHCOER.FOR 6'-0• 114 12 10 9' 8 8 6 - 14 12 :TO 9 8 8 6 8 14 12 10' 9 8 63 'A' ].5 INSTALLATION INTO US WTIU1 ME7ALSTJDSSEESfiEET 20:` 14:12 10 9' - 55 J: 14 .112 t0 8.S 7 aA J 3 14 12 5 BS.5S 4 3. - 14 IS 10 8 6 6 - - 74 72 t0 9 6 aS .b' 14 12 10. 8A a e4 - (B) TO D(ISTING CONCRETE BLOCKt'G6TM C-90) 14. 12 '8 Ob 35 3 - - 14 12 10 9 8 B.S 45 3A 14 12 10. 0 5 SS .] ^1/4'♦TAPCON OR TAPCON MIH ADVMKED'DW-ADFORM TECILNOLM MiCAWRM,AS MA*tUFAMURED BY I.T.W.BUa.DEX. 7.-O. i4 112 ttl 9 0 8 - - 14 112 t0 9 a 7 5- 4. 14 12 10 .9 7A 4. 3 1f4"A,x.3/4''ALL POWT::SOLID-SET•MICHOM AS DIS1ROiUTfD.BY:ALI,'GOINi3 Sf7tEW:ALT&SPEC:iVV.'IY C9NPMif. 14 12 to .8 BA 4 - - 14 12 '9 7S 8 4A SS - 19 10.9 7' :45 .._39.- - ^1/4 4 SLUE TAP CONCRETE ANCHORS.W/.GP AS"RB`ACnM BY FIA,='FASwim ona,oir.. 114 12 t0 "1 9 7 4- - - 14 12110 8 75 5A 4. 14 12: 9 7 73 4A - - - 1/4'!TAPPER+ANCHORS AS WA4$ACNRED Bf POWERS FA6TT77fRS;' t_.AND OMTR�UTED:ERY ALL POM SCREW,BOLT i4 5PEdRI.TY M. 11 7 5.514.5 - 14 /2 TO' 9. 75 83 ;4 i! tY 9.- 1 6 45 3 CYIMPAMY-OR MAY OTHER:APPR0ME0 UCENSM OR:AIMORM VDOOR K41STOM*Mi THE AVOUC N SWUM SS5"S ASSOMTIOM.INC. s._O. 14 '12 10. 9 8 BA ^: 19' 112. 110 `9' 6. 8 ! 1!' 12. to a S.S 3S - 14 12 8A 7 aS 3 - NOTESZ 14 12 8 &5 5.5 4 3 25®.S a -5 4' 3 - - B.1 60NLVUM EMBEDMENT WTO'CQYCRETE BLOCK OF 14 12 9S 7S.5 - 14 12 94 6 8.5 5' - '- 14 12. 6 a 6S' 4 - •) TAPCON.,B1 TAP W( 'ANCHD(i5 fFtO 7APPERt'AHf3i0R5 IS t 1/4'AND YAPCON 13 0A 6.5 S 3.5 - 14 12 10 'H 6A 8 - - 1{ 12 a eA- S 4- WM ADVANCED THREAMURM.TECRNMOG1'ANCHORS�IS V. 14 I2 1O -9 'a ^ 14 12 to 9 7A 4A - - 14 12,aA5 7.eA 4' - &'2}WNMUM.6AREDMEHT.Of 1/4�;x 3/4•ALL POWTS SOLID-SET.ANCHORs SHkL BE OMMY"WEDDED DTD THE'CONCRETE.BLOCK:NO 14 175 7.3 =5 14 - - T4 11 7 9'3 S 3.5 - 119 SS 4S D 35 - - - ismo HF Bird STUCCO%W-L.BE POWTTED.1/4'0-20 S.S.MACNAVE SCREW USED SHALL FIE 1 1/2'I=MIMMUM SHOULD'STUCCO 114 12 1 a 16.514LS - - 14 12 8.5 7 63 4: - - 14-1" 7. 5s 5 4A - E)3ST.AND t"WNIUUM.FOR:WALLS WMi NO STUCCO. . 1S 13.3 5S 4 - 14 12 '9 7 6. 4.5 - - 14 /1' 7 5,5 43 3S 14 112 tD: 9 7S - - 74 t2 19 8'BS S - - 14 12 'e-.'8 5 4 &3}IN CASE THAT PRECAST=NE PRECAST CONCRETE'PANELS, FOUND ORLANY VEIRFL'LI BE F11Ut�.t$I UNE M$jUC'WALL'OR FLOOR, .. 14-t0A 7. 0.9'6.S 5 4. -3 - -' to. 75 3 4 3 - -: MICHORB 2(ALL.,fE.LONG DOUGH TO REACH,THE'.MNN STRUCTURE BERM SW WALL FINIS M.Al1C O AGE'SHALL BE As wptcM ON 141111 7.5 5.5 - - - 14 tIS-9 6 5: '4 - - 2.5 9A 6- 5 4 -4. - - NOTES.BLS)h&2)ABOVE FOR"8i$TALLAIMNS ON% M11._SCONG OR EM WTH OR WTR1OitT-METAL:STR,CD15!kT TWS EHT7?M._ OS 8' 3 - - 14 12 e- &5 b.'s 4 - - 13: 10 aA 5 4.. 3 - ..FOR DWALLATION WTO OFS V TH METAL STUDS SEE'-SKEET it•-�•74 12 10 - - - - 14' 12 s 7 6 4,5 -- 14 10.9 7 5S-4.5 39 - - 12.5 9A .5 112 9: 8..4.5 4 J= 9 7, 4A 15 1 3 - (C) ANCHORS`StOUL BE PWALLE]D FOLLO651fV ALL OF THE RECOLUDMTIONS AM SPECdFICATRRIS'OF THE:.ANCHW3 UANUFAC UREIR. 14 107 7 - - - - - 14 05 . 5b t3 - - - i2 BS 6 4S 75 SEE.SCHEDULE BELOW.FOR ECCE DWMT E(E.D..VERSUS sPACWG RElATwNsmp FOR ANcHDM 93 '7 4S -- - 14 lA 7A 'o S- - 12 8.. 6 98 4 f1 12 110' - - - - 14 12 9.e3 a.5 - - - 13 to OS S EDGE 01STANCE VERSUS SPACMG SOH FOR ANCHORS: 17-D' 4 - fA 8S 4.5 - - - it ;a 5S i 33 - - 8. 6' 4. .3 - - - - 'AMMUM.ANGIWR SPNWMS ARE VALID FOR EDGE Uormoes INDICATED BELO N.FOR f D.LESS.THAN THEA NOXWtED.MOM MiNC M SPACING 3S eS e - .1] BS 65 5 4 - -- " 8 5 4 BY MUUIPLYWG'SPACM SHOWN 09 SCtUAULE TY THE Fi1LWWWO FACTORS '9 65 - _ -Z-4 ti 103 V Ss 43 ,- - 1T 85 sS 45 78 - - - REDUCED'SPAM%061"Eo tKIHG`FACTOR��SIWl.NOT OC LESS Tt%H WUMOM:SPACM&COATED FOR'D".'ANCHOR TYPL 13•-0'14. 12' - - - 14 11.5 75 .6 5 - - - 12 9: 6 4A 4 - - - FACTOR 05-8. -. 10 TS -5 4 3' - 7.5 AA '4' J- -, - 'JICTLIAI.. 2.5 e5' - 12 9: �e 45 4 - - 9A 7 s .4' - - - - EDGE ,TAPCON, Ti1PCOtl-ABN ADVANCED. ALL POINT SOUR SET'BLUE TAP W 'CAFE TAPPET? 13 95 8A s - - - - OS 7S s 4 - - - B R OCTANCETR1f�ADFORM.TEOIU}fId OGY f 16111:SPACING12 - - - f4 105 .7 a.b - - - 11 8S 55 4A - _ _ _ S, ED: 'M@L SPAC2tM:_.}•, 'MOI SPACING r 3' N.SPpA;lNG -3 1/2' Mik S...... ^i.'_.3• 3 314• 4'10 -5 - - - 9 7 43 3S - - - - 7 5 3A- 3 - - - - 7 B REO �:TO1F3D t%l TE OONYE7E FEOOC POURfD COt7Li83E.h PPOIA30 LTA✓LBF1E B.0C1T_ •9]WC9! �- ' C '7E 81.oCK'15•e17 :9• a - - - 9. 0S 45. - - - - W' 14.'1 CLL•31 6R7.EO..2 1 MEL fO.m3..t/Y 'FA-21/2`7S -•- 72 9 '0 - - - - 95 T 4A1S.-w 114 - - _ s ID as - - - - - os 6 s - - - BLADE W RRKK,I_NGz i/Y to oe io o.7e 1.D u�4 �Dog9 85 4 - - - - 6.5 5 4 ((�UNFSQN � - 1a - - - is a a. _ - 9A a 4 - 2' w 0.777l3 8,5 55 - -- a 314' 0.97 - OA3 ee Os 4 - - - - e 4A' 3 - - t T Y O35 - '- 0.35A 7 .g - - - - a .4 - - _ - FLOR3DA BUILDING CODE( on' igh Velocity Hurricana Zane T1 201S EASTERN METAL.SUPPLY,RRC.: GENSF � BERTHA VTM ,"- /T7iLI. /� Accordion Shutter System. £C O �Ha. ■+�7■ e./li:■ Nv.r w/'CR V? >�v vaNNDaar eLaoe _ American.Shuftir erns. ti' TlllJT TESTING & ENGINEERING t?TTlb1pANY; txscamTDN BATC DRAWN 5Y: M,L $TATEUf 61158H.W.3T44.St.St.309LRAMA,47AOa2,nAt".337 AESdCa{)On. Inc. t X011-192 4f13Ji5OATc 4f1315 Ft au '.(wskrTl-is3a F,X:(N5)871-15.77 4268 Westroods'Or1ve z DRAWING No O -:, 0 _nro 1.tfiw c d Wept Palm Beach. 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