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Product Approval
11/5/2015 Florj� lFlir�g�,nQnljr�e 04 2016 m FloRda Npart(Mntj BCIS Home Log In ( User Registration j Hot Topics i Submit Surcharge Stats&Facts j Publications I FBC Staff BCIS Site Map Links Search Busines�Oa' Professil PER:Pub Approval USER:Public User Regulation Product Approval 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# Tvoe Manufacturer Validated By Status FL389-R8 Re ision American Shutter Systems Association, Inc. John W. Knezevich, PE Approved 44 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: ® ECFeck sccurltVNItT1t1Cg https://floridabuildng.orgtpr/pr app_Ist.aspx 1/1 GENERAL NOTES: 1.BERTHA H.V.'ACCGWON SNUTTM SY"TEM,SHOWN ON THIS PRODUCT EVAWATION OOCU4FlTlT7 (P.EO. NAS.BEEN VERIFIED-FOR COMPLIANCE D1 ACCORDANCE WITH RHE 201+(51b EDMON)OF T m FLOR= BUI1Dt�,CODE;IWS.ACCORDION'SHIM SYSTEM SHALL NOt BE WTAU^ED AT HICH H _ ZONES.0p h y�/� D SIGH WIND LOADS SHALLBE DETERMINED AS ,PER'SELIIONAM OF THE ABOVE MENTIONED CODE;FOR A BASIC WIND SPEED REQUIRED-BY:'fHE:RER� 1NfCTM M-14W R WM TABLE OF� CONTENTS 6E.INSTALLED TIM A DRECTIONA1X,rACTOtt.: -o. Waid ASCE SHALL THE MAXIMUM(AS.DJ,fLE51GN.;PRES54IRE RATINGS IIt4iCrtTED. .. . 6 SHEET$If THIW 1%19,& Vi ORDER 70 VERTY'THE ABOVE;COENOTIW.ULTIMATE'DESIM-fWM LOADS D£&WNM PER ASCI"7-10 SHALL.LIE.FSiS7`REWCE6'T6�AS.D-DESIGN-M610NDG. AREA•f1,W BLADES:0&-lfA BY UULTIPLYIN9.TNEMSf 0.6 D•;ORDER70:C011PAREMIME W/"MAK..(A.S.D).DMnN PRESSURE RATFNGS.mrATED.ON SHErm 11 7HRU-115.,•18 GENERAL.NOTES swa.1 IN OROER ID VMN..TIEVT OOMPONEMS AEID ANCHORS,ON THIS P^EO.:'AS-7ES1EO.1WERr;NOT:,OVER STRESSED:•A 33_%TRCREAu�lN:ALLOIYAMZ STRESS:FOR MIND LOADS'WAS ME USED IN THEIR SYS EIA COMPONENTS. 1^2O ^SHEET'2 ANALYSIS:'^HOWE4EW,,A VIND'DURARON FACMR CD.-1.60:WS-USED FOR VERSCATiON OF FASFlNi76.IN WOOD,•" .. .. SYSTE)A'COMPONENTS 21-37 SHEEP•3. BERTHA:Kv.'AmoRwN:SHurmR,smmes ADEOUALY FOR WIND,AND LARGE MISSILE IMPACT IDAD.NIS.BEEN VERIFIED IE!ACCORDANCE WIN SECTION,1608.1.2 Of THE A90VE MENFIO 1FD CODE'AS PER , ATL-REPORTS: 'TYFICAL-.SHUTTER.ASSEMBLY 38-44 -%W:4 . : .. IYPI ''WINDOW 6= DOW DETAIL CAL , dt W1N -EN BIADE 0-laziA01•-4'IiOTi3,,O1-W.fioa:ol-0°5,:11f14.ot-Od..lO3n.02-o6:JOBD9:01-10 AND,,:(Oii&6I-'I1,As PER TAS-201.TAS-202 AND TAS-203.PROTOCOLS AND ASTH:E.1698,. ARSA,`L'." fll% R�3L,e,Q.AN6 W�iINDOW ��E..(�. MID E-1086 STA11fA4RD5 mrsar'kkVEL D,'MID ZONES 1;.z ai 3)dk#1226.0i-1O:AS�PERTAS 20i 2C3.W200.3:.P.RGTOCOLS LAR09 MIS9t.6. .. (IfMM ISPF(:IQWW-. -HV"Dow 1RADE;Q+)/OSO3.01-08 AS PER,"E--4666 AND'E-1897(M65iLE LEV0.D.IWNIO.TOHEs`1,,2.3).,OMS PROTECfTDti ONLY.MED$:0T2S.01'-6B WIPER 7AS''202 PROTOWL TYPiCA1'S1.iUTJF7t ELEVA110N,dr KtO'TM.OSI LOCKS. 'SFRkT,5' . .. .. .. INSTALAVON DETAILS A-F.,CONCRETE/BLOCK SWEET B 2 HV BLADE(?,AND FfV'W.INDOW,BLADE'® ARE":ENWIEERFD:TO WORK IN UNNSON WITH EACH OTHER UNDER THE GENERA:LDNTATWNS ANO CONDMOKS OF USE INDICATED ON,SIIE£T^19 INSTALIAIM Dams a-m,coNcRETE/BLOCK SHEET 7 3..BERMn RX ACCORDION PENS.(WSCREWS),USED AT BLADES KNUMLE AND TOR DIRECT`MOUNT WNNECWN TO TRACKS SNAIL BE!14x2.75'AND 014x1.75''RESPECTIVELY.:410-HT WNNUM SERIES C "Te DETAILS"v 'SHEIET,B STAINLESS STEEL SCREWS,M 135.0 k.R YIELD STRENGTH AND"N30'W TFNDLE SREEMK.PINS SHALL BE COATED NCM.BERTIO,HV&CkISH161D.:.COADNG SYSTEM AS MANUFACTURED BY:APPROVED; "CENIERMATE ALTEING RNATDETAILS EN SHEET 9 'COATING APPLICATORS,REGISTERED.WITH'AMERICAN SHUTTER SYSTEMS"ASSOCU31AN.PINS.MUST BEARTHE HV M4RKING ON THEIRHEAD. . 4,ALL ALUMINUM:EXiRIkSECliS..SIWL.Et AWMIWJM AS59CMi mi ALf.OY AwN 'TEMPZR ASS=, ",TIED ON SHEETS"2 AN.`D;&MI<%`WIA YIELD STRE.NGR#�FOR.8463-76'+WAY R-.30.0 kei-AKD.35,7:7ciE,FOR N � "T , .. EEF'10 END.CON I:(:TWEN Ik ATLC.i-6 CONCRETE/Bi,�K -511. .25=T5 ldiOY, - MAXIMUM.SPAN TAG ES SHEET"11 .. ANCHOR SCHEDULE- CONCRETE do BLOCK SHEETT2 S.ALL SCREWS 70 6E .. STAINLESS Sti:E1 304 OR 11B AIS}SERs OR,CORROSION:RE95TANT COATFD..CARBON-STEEL AS PER DN S00)6'WITH SO RST MN.YIET.D";$TRQNOIN'.A1ND 90 kaN,M1H.TFl15f1E$TRETNCIH• .ANCHOR SCN[DDEE-�CONCRET@&616GK". SHEET 13 AND u7iAl.l COMPLY W%fLOfBDA BUILDMG:000£'SEL1tON 2411.3:3.4: - -ANCHOR SCHEDULE-'CONCRETE&BLOCK SHEET 14 .6.ISOLTS-TO.:BE ASTM A-307:GA.LVANIZED SBEEI:OR.AM 304.OR.3/6 SERIES.:STAMMS STEEL WITH 35 W SON"YLELD-SEf2kAGT11,' ANCHOR'SCHEDULE WOOD SHM 15 .7.SEE 7HE FOLDMNG SHEETS FORANCHOR.SPECIFICATIONS:ICJ BIADE,0: 12:13.14,15•,AfW 20 INSTALLATION DEWS M-R,WOOD SHEEP 16 ,W,WLADE 1�.& WORKING.'IN':UN15OW 12.13::&'15 INSFALLRTION DLTNLS S-X,WOOD SHEER•.17 •B.THiS'si.RTHA H.Y.ACi0wOtON SttUnER SISTUM EI -.A US.F*W!6°779,582.jcOMPOLNENrs 11 T1LtS APP1T01+?i-ARE CBVE .'IN-y9HM OR IN PARF BY U-S.;PAIM:JS^4SB:179 ISSUED 76 E451E.RN. ECTION.[�T 7 1z.h x SHEET 18 END CONN AIS' -- WOOD METAL SUPPLY.INC. ... . ,9 R`SIWL BE THE RESPONSIEM OF THE CDNTRtCTOR..7O:VEPofY TI 'SGUNDtNE55-,OF DIF STRUCTl1RE WHERE SHLrtTECL LS TO BE ATTACHED 7D:IN9URE 1?fNOPER ANCHORAGE COANRACTOR"TO SEAI./CAU1K, AREA 3T HY VVIN IN SLADE ONLY, ALL S1pim C1mTHREI FASTENWO'IN CONRNUOUS cmdT T'WITH,:TI WLDINC TO PREVDM WRiOfRMN'INifZUtlON. lYPfCAL•S7IUTTER ELEVATION SHEET 1D 10.EAC!-UNIT MUST BEAR PERMANLNT(ABEL^R4'A VMMLE PLACE WITH NAMNO-NO7E MIRING-PERIODS OF HURRICANE WARNW,$HONE'OWNER.'TEN'ANT,OR OMER%MUST-PROPETB.Y CLOSE ALL FN:AND.HO, . CEWERIMTES AND ENGAGE OR,LOCKALL LTV AND,HO LOCKS, AREA 4• HY WINBLAL.I3E(1)ONLY '-11,SHINIER MANUFACNRM LABEL SHALL BE LOCATED ON A'RFADILT VISIBL.E:LOWION AT:ACCORDION SHUM IN ACCORDANCE*7TH SECROTi.17IOAZI.OF,FLORIDA BUILDING CODE'ONE LABEL SHALL BE INSTALIATIOFI DETAILS,METAL STUD'WM S SHEET 26" PACED FAR_EA70 OPET)910,"LASELAVG 70,COMPLY WITH SECTION.1710.82:CF THE FLORIDA'BULOM':COM. ^!2.8WHA,H,V,ACCORDION SHUTTER SYSTEMSG 9(STALL7tT�PI�SILLL.CONPLY.WIM SPECS'RNOK:ATEP tIN THIS DRAY1NLUS.ANY BUIULMG'.NO 20MHG,.REGU ATE0N5�'PROVIDED BY rrk� R3150wm wmw PERMIT LS APPLICO TO.' ...- .... -. - - ..P - i3.(a)U44 P^ED;PREPARED B7'THIS ENGINEER RS GENERIC AND DOES NOT PR4mD1:WFQRIAT1614:FOR A SIE SPECIRC PROJECT:L.WHERE THE SITE CONDRION.S DEVIATE,m6m Tw P.E.D. (b)CONTRACTOR TO BE EZE'SPONSIBIE FOR,TETE SE11=66N,PURCHASE AND INSTALIARON INCLLID?NG'UFF SAFETY OF 7W-PIRO�.BASED'061 THIS..P.E., PROVIDED:Fff/Si 066 NOT'D&iARE.`FROAeTHIS DRAWING,. SHALL ONLY BE.USED TO' THE COHDMONS:DETAILFD'OH THIS DOCUMENT.'CONSfRUCIION SAFETY AT SBE IS TIRE.ODORACTORS.RESPONSIBRIN. 01M, P.E^D^'WILL BE.00NSD.ZRID INVAUO W-ALMfD'BY.ANY MEANS., OBTAIN PERMITS IN THE STATE OF FLORIDA usmom PRWECIS SHALL BE PREPAR£D'SY A,n0li DA REMTEREO EN"MR:OR ARCS11£¢T WHICH TAU-BECOME THE E7NMEEW4,:RECORD.(CO.N).FGR MPROJECT AND AMO tYLLt^DE rSIBLE FOR RLE PROPER ISE'OF THE P.ED.'ENGINEER OF RECOTP,ACTING AS A.DEL.EGATED ENGINEER TO:THE PED.ENGINEER:SHALL SU8MTF:TO,`TH%S#ATTTR 7HE SR£SPECIFIC BRAWYNG -M (W,oRmmL P.EO.:SIW,L BEAiR`vc wr ANP:owHAL..sEAL ANA.siONATSIRE OF THE:PROFESSIONAL ENwm OF RECORD mw.PREPARED.1T.; lr FL4RI k NUING CODE(Non High Velocity .Hurelcone. Zone 0 '(E A%] lf,�jA��' ®"2015 EASTERN METAL SUPPLY,INC. AS Accordion'Shutter System IE ■ ■ ■ HM MME#1}Y/OR W/o tmV WNo0W WNX .� �„ M19FICOfl ShuffeF Sys%ma Dempow DA1'T' DFLIWN LD': 1UL TNWT TESTING dt ENGINEERING.COMPANY ��. F DF exio N.a,s.v,.5L v'1e."�,varm.AcxAOD nmay'.>71 ASSOCttIHOFir t11C. 1 OLD 11-192' 4/113/15ATE: 4/13/15 prm'. (WSWT-15W Fa::(305)871-1531 4268 Westroads Drive 2 DRAWING,.85 West Polm Bsach.'FL 33407 s WAiIM A 7NI1A ",P:E, 4 15=1785 r�NNgAr 11\A nW.OA Uo.IT 44167' 5 SHEET P.E. SEAI_/��} �l1RE/DATE. aI OF2�1 f raa+�+t.auaE .YNOES' . a 371 1 - sasr .:sss• :, t fLi SOLID BLADE: a �HY' s(r jija • STARTER 3 HV: UNIVERSAL FLOATER �VERED UNDER;,US PATENT`S 5458179 � ° QUALIFIED��QR USE W/ `OUAlJFIED:FOR•USE W/HV BLADE' J V DIRECT MOCK FN:BLADE(�1,,' ' 6005 TS ALLOY AND TEMPERS QU RED FOR USE'W/. HY O43-T6 ALLOY AND TEMPER tW LIMITATIONS OF ME OF BLADE, ON SHEET 19 ABLLAD 1 R. 17 6063^T6 ALLOY AND TEMPER' -1226' i50D' -T6>. 12i 1185' � r U• ..: 670• 'd. 2 H .444• ..400•_ n. 2 682 0 r 4. 7•� .� e =1 g 814• :os2• F. HV.ADJ. ADAPTER W/LIP_, 445 1sso 1174• QUALIFIED FOR USE-W/ HV (B)HV WALK=OVER, TRACK 5 Hti/.ADJ. FLQOR. e K OUAUFlED FOR;U E w/ tnr. 9 HV TRENCH TRACK IMK 6043-T6 AID. AND TEMPER BLADE.(I QUALIFIED FOR USE W/ HV LIUA1tFIE0,FOR USE W/F1Y 6065-T5 ALLOY.AND TEMKR, E7LAOEQONLY. I L{V RAINQUARID 5063-%ALLOY A o TEMPERVN6E5 ! 6063-T6'AI:LOY ANO TEMPER QUAURED'FOR,.USE W/.W ,•. , f- BLAOEAI ar. 9 VARIM 1.918' 6063-T6 ALLOY, D TEMPER 1.817' 083' 083• .90,5' �.043•Y .Q85' 61 .100' A60• • 874 1.686`:. + 820 « o • 5.5 Ti HV COLING HEADER t'9. HV HEADER/SILL 13 HD CEILING HEADER181LL FLED FOR USE W/ IiV 8LADE i ONLY, QUAD IFLED-FOR USE.W/ FIV BLADE(1 ONLY 6063-T6 ALLOY AND TENPER"' QUALIFIED.FOR USE'N/:HV BLADE.(;• SEE SECTIONS,FOR.VALip SEE SECTIONS:FOR VAUDITYa FOR 1 6063-T6 ALLOY'AND:TEMPER '6063-T6:ALLOY AND TEMPER BLADE 1 ONLYS X :6063-T6,ALLOY AND TEMPER COMPONENT A R 71 12- +• r ors 1� z' s'MM r/e 1/8' s• a vasa @ z s Lew arez': oa9z• 16 SfDE ANGLES QUALIFIED FOR USE W/.W ALUMINUM ANGLES @ ?s T''icnsL a14D' o..ino. � GORNER POSTS ' QUAUSIED FOR USE W/HV BADE,tp QLIA[IF1ED FOpR�USI N/{ltr BLAAE(t). 60b3'T6 Al.i3OY,ANO TEMPER $LADE�b ONLY '2* 5'MAx: 0.139• 0.131• 6063'-T6.ALLOY,-AND TEMPER 6063-16 ALLOY AND TEMPER FLORIDA BUILDING COBE'Non H10 Velocity Hurricane tone 0 2013 EASTERN METAL SUPPLY,WC. I ERTHA HVTm ASSA 11. E e�, Accordion Shutter System :. / *` wvt*/CR w/o,ttv;:;tix►DTv ett TILLiT TESTING to ENGINEERING COMPANY erican.Shutter Systems Vy.ft 9Eecaptm DAVE DFUWN 9r. M.1:. OF `l' 0.1'>}'Nw.3 5l 5x500+mt*µ;nuroEes rcar�133i Amcl6fton. .Inc. 1 OLD 11--192. t/13/15 w1E_--4713/15 STATE. 4r� Pbo-;(x44)871-is50 F�t(494)971-+531 4268 Westroads Drive z "^ wlov0uoof a n Wast Pcim 849ch, FL'33407 s DRAWING No - Ee-ooDe7}9 15—0$5; � NAL����o` WALTER A.T11W x.P.E. A°tr1ANI A E/DATE °I°fiDA 1 c 1'441'b7 c SHEET 20 _ _ 4.860'.. g • .. ...., a f.57e .�•_—_� lCM 1 4'9[6pfA SwfMt' S'nwrrsr 2• M �� �. DEC UST i36Y } w. .Y Fa9x5 A O t!! SYB 1.CES( RE MATE. o �1ED FOR USE Yr/►+v BLADE 1 &. �► FLOATING CENT ' �: �,HV'EGRESS GRF� LOCK. O ® } sr . QUAtIFlEO OR % HV QUAIJFlEO FOR USE W/ ►(v 63-76 ALLOY AND TEMPER OUt17FTE0 FOR USE w/,HV WOE(!)dc.,1 ONLYRl 6063-TB,ALLOY AND TEMPER ONLY.. BvsDEQAC ONLY. FlED FOR USE W/ HV'BUSDE 1 ONLY on;, S 6063 75 ALLOY ANR JEMPEW Pt fS7i0 I; : Sa•' ... . . - e 5 .. 4044 2t:_ SCREW7 �' . 2.0 YJsr dip ^ AFTER RlWnNC • 'w :'N � n "� I./4!*P_ 2O X $ ,.s, BEFGRE RPJETINC: . . S.S. THUijgsCREW 11a —zQ 'RIVNUT& SM 404 A MM U(xaz4-n ALLiIY)UJZGE 7A"M VLH. �.� � .sRSA'rnSSsr3tr,PAf1T 1 asz6 A5 uRarrt�civRmar M1vTi1t. Fm � >• VARSiF'('f11Y rasa�r moss oR E4UN.. F9 _ P1An `� xr eTEvnTfai. . LOCKERf(�R "T" LOCK cENTERMATE QUALIFIED FOR USE W/HV BLADE t ONLY HV FEMALE "T" LOCK CENTERMATE.® HV "T" LOCK Hg ALTERNATIVE, LOCK 6063 76.'ALLOY AHD TEMPER OUAUFlED FOR,USE A ED FOR SE W/ . OUAunED.FOR USE 14/'HV'BLADE)ONLY OUALJFSED FOR USE W/W BLADE(1lONLY W/HV 6LADE(DS.ONLY. BLADEQONLY; sAs3 T6.ALS nY ItND TEFtPER iv 6063-T6'ALLOY AND TEMP H. r. Rw =NDER OR '- -.Ow KEY LYCWDER 214 2U m 0.675"Min. W/c 40 (33 HD CENTERMATEW/ NO t .. LOCKINGO � m Y .126'Mtat OUAUf{ED FOR U5E_,W%:NV BLADE(j)44OUAURED FOR USE W/W BLADE 1 k 6063-T6'ALLOY WWI AND TEMPER 6063-Tti ALLOY AND JEMPER HD �S *-Ar—M. E5t2•N01. QUALIFIED E'012USE W4J HV MADE 1 '&��6063-T6 ALLOY 0 TEMPER [itunDER.. OR KUY Al LOCKING ROD© .1/4b HD L+f3CK dUAUREO FOR:USE'W/HV BLADE 7 a7sr " L�� J At 6083-TB.ALLOY AND-TEMPER ® lJi / "�-�6A / a �:/4" � 1 ` 4' DY'RE6ENE HARDWARE.AIOi6[SE LOCKS 5£PoES'2333}N)OK�BOLT LOCK: OLE THUMBSCREWS SERIES'S.S. THUMBSCREWS QUALIFIED FOR use WJ Hv BLAI>E de ©. iLLE ALLAISDN 1Y1 FDR UIRE A 7 BEDMENT" -EDF , T rr B OUAUFtED FOR USE-W/ W'BLADE_7(}' FLORIDA QU1WING ObE(Non High Velocity Hurricane Zone ®2015 EASTERN METAL`.SUPPLY,INC. vys ws� w BER HA HV;M ■ ■�,■ Accordion Shutter System ►tv LADE#1 w/cR_/0_Kv wlo-n�+r L;anX; American Shutter Systems 0ESWP1O1 wT�. txum+1rr 35.1_ �Y A UT xtr TICCIT TESTING"dr ENOINEERINO COMPANY S 4.. Associatlon. Inc: , OLD 11-192 4/13 15 DATE: 4/13 15 0.355 aw.Jeal.St,.^gee:]O1.wi@aA cmww.r1.a�371 Fw::(ws}sn-Ta7i 4258 W6stfaad5"Drive �2 pRAH7NG NO a�utceooaa6em West.Palm Beach. FL 33407 5 w 7 ;"� 15-085 FLORCA VC,"1 44167 y 511EET PE SEAL/SIGNATURE/DATE 6 3 OF 20 SHUTTER ASSEMBLY, SCHEDULE HV.. HV +11A Q FW.BLADE 1 dt 1 rz la erAOE to 167s: '1825` HV,BUIDE IA' ,,� _ ffV iY1NRaW UL40C :4825 ..062.9 0628 `-' '� Y .. tIV.LONG RECESSED NYLON BLSHIN6 y ;�, KNUCKLEff V,,:7 0625 HV SHNR7 RECESSED. NYLON'BUSHING �- I w,NYIAN HAT WASHER O.DR!� c0�y MT R1 ® t{V'WHEEt CARRLu; 'X§1,392-303 SERIES: I i 4 4 I s2 754 X. 0.870"x3/18'TI dK-N'04 WHEEL. � � j:` ... .. n� " 2 J18-6wtN WEND6W 0:198"W AI51',3O2 SERIES,S S RIVETS N e3 aces"= ra.7�,oa� HV t 3/4"ACCOROEON PIN W/i8 HEAD'S EXTERIOR'. o ms.3/+` Dazs 4 tl °" HV'2 3/4"ACCORDION PIN W/ #8 HEAD, o � — 2.1(TERS 41 a7�' POLYCAQ8ONATE.iwACT RESISTANT tN'YJINDOW j r YPICAL HV WINDOW BLADE "AND_ POLYCARBONATE- W WINDOW DETAIL O.oR RE�1,RELIEt1Tsj .I ODOR'® � *E IMPACT RESISTANT'FN WINDOW I ! BAYER MAKROLON 3103 POLYCARBONATE pF r RESINS.UV STABILIZED GRADE OR SABIC ro OLADE. m INNOVATIVE PLASTIC LEXAN 103 RESIN `w 14y CIA1 (SEE NOTE `F'.ON.SHEET"19):. AOR 13 0 (1} HV PIN SHALL ALWAYS. BE USED AT ALL...EXfERtOR BOTTOM KNUCKLES:OF HV ACCDRI)ION.SYSTEM' W/.HV Q"OR. ) 1 POLYCA RBONATE'SOUKES;FOR NV BLADE., ICAL SHUTTER ASSEMBLY EXTERIOR 7p",. NV PIN®m AT (2)'HV'PIN MAY.BE USED IN LIEU.Of®ANO ONLY A7 ExT� '� EXTERIOR.BOTTOM KNUCKLES.OF HV ACCOROION'bYSfEM,W/ HV., ' a0.32eBIAOE•S KNUC >�1: (SEE 1{OTE FOR 'lsanc'cranx wale Drat: '*w:v/s.• .0.Wt rofi BLADE WHEN CORRESPONDING TO'INSTALLATION 'W', SHEET 7 Raou1>z€a�Ertrs) MUMMA- .0. - Ta1i1tL iffi7D Sff4N4M. Afi#D0.WRtaa:aat ..9.y4Q P;sr, , ft=xUL sawacm A7.-Mw A5 V OM 1?.SOa,.P.a.t. t],WO poi. (3) HV PIN (OOR..�.W/ 1/2" O;O. 1/16" THICK S3. WASHER I r,aaruLtea,a Alaro1g 3lZM I X13. c.jt SHALL BE'USED. FOR DIRECT MOUNT INSTALLATION PER'.DETNLtX,. B> '• SHEET ® emaao rtop: Asst oi3o 7a yr mp 17 pr en�S W EEL CARRIAGE'DETAIL AM!VWC3 421,x: u5.AMIX �EMBLYJ,,AYOUT' PJn arawra0. A-A CM 0-1 CASs t:-t wss a: sw.o*rw as1u,DTO." amaT n3o esiatem._. . . .. .A371r clsi. -1f7758ESTFWCy.AFTER - Ate!M: u '2r2 Pearo P+r: In HV .BLADE. SOLID.,8e (. HV .WINDOW BLADE DETAILS. ts, �o�R� tsza'aso W,w1 a�Na N.T_S, FLORIDA BUIMING.CME Mon High'Velacity Hurricane Zone ..j���q,���� 2915 rAs1FxN METAL suPrlr,WO.'' ' '. BERTHA H Tq /7T7lLTEco.,w..\ Assn Hv.�au�E-,�pr Accordion RttW System,ilAbE St1uNtlt'Spt®tns Ev ocstxmnox MAN sr. ui TILLIT TESTING do ENGINEERING,COMPANYoA7C' eSSS•N.h:3arn.st.stn.aas wicronc.c+ma15 rLomiu a7i AD.yOCIcWo11� Inc. 1 OLD 11-192 4J13 15 OaL 15- rmu (3os)e77-1530 Fa (305)871-r531 4268, Westroads Drive 2. DRAWING No +'.(ORIDP . tv\�� r wx n'8e00000l.ron West Pabi Seacti; FL 33407 3 I5-085 '°'!.S�ONgL�N6; ���� wuIERA XUr1Jr:P.E; P:E. 1tk+J [1 lIR€/DATE �'0r1 Lk.g 4e/s7 a SHEEN' s A,. + 1_ 015E Fr,¢:Laac or:. sNau aE usED;AT /a:of SHui�SPAR oR"12'ae OR 2,oF ua: SPANS UP TD 105.:.AND FT3R ENS7 nONs ANY ELf+1ATEON: FN,LOCK or' ;h1hY t1E:''U=AS'AN:INSILTE OR WWTSM WCK;ATTACHED',TO OR, CENnWATES. W/(2) 1/44-20 x 1/r'.LONG,FIAT HFAD,S.S.U.S.LOCATION OF LOCK.SRIIL BE AS WOMTED.ON Q SHUTrER EI.EVAMON. .. LOCKS OR I t+URPO5E8 UP TO TWD iN 5 4 . MAY BE"USED TE,,(AN,1)INSIDE OR OUTSIDE LOOK„CONNECDON OF LOCKS TO GENIERlM76l . OR"9§HWi BE AS IN�CATFA ON NOTE. 1?ABOVE LOCA ON OF LOCKSfell �[ r m is `W[ p�y�j -LOCKING RODS MgAT URRICANE POSMON BUT MAY CbaOgn 'R° USED IF D:S't#EiED,TO FNILANCE SHUTiER PERF MANGE LOCKING DS 3( OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACWNG POSNiON (NON HURRICANE POSITION). 4: ONE.IN tACc �.stall BE ;USED AT CORNERC SPAN AND 1NsrALLAT1oNSAT'ANY OR,WSIDE:LOCK. ATTACHED TO®CORNER;CENTERIMTE w/(2):1/4 =xo x 1,'LONG FLAT HEAD S.S.:1 U.S.TWO LOCKING RODS,@, AT`TOP do 8 Obf:SHALL`eE.USFD. LO�TEON OF LOCK SIWLLBE AS INDICATED ON TYPICAL SHUTTER ELEVATION: . MAXWIUM SHUTTER-SPAN SHALL BE.DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12: a - 5 5. ONE MU-39 EN'1.0120 AIRY 8E Pt UEU OE FN W}CK or Fy1R AKY SPAN AHD :. -� _ $..- 4: MST TIONS ATNiY ELtVAT1ON.AL -PLATE COCK 'MAY BE t.LSED A5 AH OR OLJTSIOE COCK;A77ACN11ENT OF 1/4 0 2WI4'S S.114UMBSCREW TO 0 OR O GENiMAkTES SHAD.BE MADE W/1/4'6-20x3/4 ALUM., 5 .1:) RNNUT AS SHOWN ON SECTION WE,SHEET B.ONE LOCK SHALL BE USED:AT 1/2 OF SHURSR SPAN-OR TWO It LOCKS AT 1/3 OF'SHUTiER SPAN: 0,'A`b,"``!QRY 00=11ON JV MR,MMOITE MOUNIM. ONE FN LOCK �SWiLLBE . I USI:U'AT'1/2 OF SHUITEER.SPAN FOR ANY SPAN OR 12"ASM OR-BELOW'1/2.OF.'SHUTTER�SPAN FOR-SPANS UP TO E18'•AND,FOR INSTALLAPONS AT ANY:ELEVATION.,HV LOCK 0 a or O'MAY SE:USED As AN;INS>DE OR OuT�f .toClc.AT(AC}iED TO 6 or'®SWUETMCA CF.NTERMATES w/.(z)i/�' za x 4/2,"LONG Fur Hedo SS. SE'E.END 1 MS.LO notl OF-LOCK,SHALL BE AS 1NDEfATEO ON TawAL.t1fmER ELEVATION USE-OF LOOKING PRODS�W/:CO* OR, 'Top AND BOTTOM`IS CDUPL.EPELY:MANOATORY.. . DETAILS ON D r [ Y i J K L Y P 4 ■ V Y SHEETS 10 A .. . 18 TIP.FULL NE7G1tt.. `� *NOTES ON IN "T".LOCKS AND 'C�ITERMATES: OF CORNER . :. CENTERRIATE �E ALTf7iNATE f1V"I'.LOCK. _MAY 8E 1- IN❑EU OF,FN LOCKS' ORF17RANY SPAN AMD as tie 6 7 �$ a'10 �:: IlO AT•ANI'ElEVA110N.AL LOCKHS��S�ifEADY BE USED AS AH WSID .OR DE LOCK.A7TACfiMEHT ��.� � � �+�� OF.LOCK�INCLUDc^S. USINGREIfPFORCNf?-LOCKER�7 AS;SHOiI�Ft OH:�CTFON hM1C;SFfcET.9.WFllOH MUST"8E �,����t0°�•�°i' , CONNFxtED ie c�tTEwaATEs-�AND�1v/ 1/4:0=2o x 1 1/z'LONG s,s:tHeEAnEo soLr W/a/e'6 x 3/s2' . � WIi�VUT OR 19/'1/41-20.cj".SS.M.S:INTO A 1%40x-5j8"RNNUf.tACK'MAY f�iN5TAl1ED AT Mld)SPAH.'OfT12'. +�-+�°Rl`,:l.+.�7 ��ea 'MAIOMUM A80YEAND BELOW:FLEDSPAN.;USE OF TWO tACKLNG,RODS®TOY.NiO BOTOM.IS�.MAPIDATORY.. . ra`\,p 11 X1pp fi 14 li z1 CR. ,3�aqA�.+� j .. 1. Pa-LOCKS CENTERMATES--. :.ONE F1.TERNATE HD LOCK IlAYOE.USED W,UEU,:DO TYPICAL M HV BLADE SHUTTER ELEVATIOPI HW LOCKS ,OR_W.FOR ANY SPAN AND itdS XJLgOF13"AT AHY 0"AMON.ALTEMTE HD LOCIC 0 MAY:BE USED ICES. AS AN KS oR Otnsn Laac ATTACHMENT OF HD.LOCK R To is W/3>.fs x 3/8',F.H.SS.MX AND INCLUDES FENTORCDdE?JT>IP?SERTS AS SHOWN owsECTow Hoa=ttua AND, -fNC,`.5tM 10:LOCK MAY BE"R STAU.ED.AT 1ODSPIN.OR 12'NA0.t1UM BELOW OR AsOYE:_Mpowm-USE OF LW", RAS a.IrS COUPt£f y OnT1w1_ I (Non igh Velocity urricane ne 2015 Fas>Eru+VETAL SUPPLY,ikC.. 0 r sF ��= BERTI IVTM A■&S.A7. Accordion Shutter System _ KV BLADE.#i W/OR W/O KY.'H9poM RAW Amadean Shutter Systems km w rxscnmm SATE MWN BY XL STATS OF _ TW TEsnNG,&ENGINEERING COMPANY o Asaoclation, Ino; I OLD 11-192 4/1S/1S'PWM '4/13 15 ¢ eJss ite;.asm si sJi scn vme eNmrJs.RDROA u1 F!noen:(ws)aTt–+STS.Fcz:(sasjsT1=1511 •4268"Westroads Drive 2 - DRAWiNG No . Rl LyG\����; —.A.-tate ofti. n West Palm Beach,-FL 53407 a_oo�-0 ��•� WALIM.A TI.M J*.PE 19 15-085 ltif 1RE/6A'(E R400A L.a/4,4167 6 SHS 20 CONCRETE ANCNQR8 Po4tItEU CONCRETE.:. POURED :. POURED ,(SEE.SCHEDULE ON, 0 ETE STOCK - 1/4'0-'20X3/4'S.S. CONCRETE 'SNt>rT75) ..CRETE ANCHORS NACRNE SCNE\t5.. CONCRETE �p,�0 REtaUD1EA YaA (SEE SGHO"IlE-ON Tt/1/{'-2Q ' CONCrFEfEANCNORSi ...,, .. .. 17 StrsrmrE{4E�iotu+IwOQ'�Oi+SP+tEi'»7 ^. StiE 'f i3) NUTS E1'12`.O.C. {SEE 9C HEDIRE. .SH£Er13) E SCREWS 0SWC t[4'-so miss ..•1- - 19. 1 OPnONAL. F lion SLAW7 0R • { EiasnNc IM.SEPA21itt#1 TO GLM';S T ON siv It.tnR '1 , ..® I .� .._ .CG—r(SEE SCHEDtXE ON St8k7.n) EbSnNC R OMM&I A i 'MIN.SEPARADON TO.GLASS t;[ASS—I ``fSEE SCHEDULE ON.SHEET rt} } O,FIV WALL HEADER iNSTALATION O Hl/ WALL HEADER INSTALLATION B :Hy W�Lj,�{EADER INSTALLATION + KEYSTONE Y G� MIN.SEPARAnON.TO Cum cuss ,M �' �aDsl?N0 (SEE SCNEWEE ON.SttEEr r t} 1a iA,4S5(s2 1: t. t;,OR MIN-SWARAnON TO otASS .CLASS ,�50[DAC art 9eEt Ili1 1. (sfE SCHEDULE ON SHEET 1I)- 11 FGR R/DE mA`D. 1 RR60)k •. Y ')3 1 1 t:77ONAL 11 11 OpmNAL.. i I t{ . _ .. E, s OR lax. ,. .,.... r.-4 13 OR 1 1' P1TttT m TRUSS'NEAP 7/4?l 20x3/4:SS PNfC11PS CF$!E/dtCHiNtS' r' i'. 1�ZO PERS®f2RS '�O.C.. ( � EO M1101O' TRUSS HrAD uls¢A 7OX T8 iT POURED. 'DN:5tiEEf;-'1 MeR. POURED t'ONCRE.TE. SHEET 13 _. .. - .. OR CONCRETE DLOCK OR;C4 OLM CRETE'ANCHORS REQWtiEO' r� wAU REQU Nv .WALL siLL INSTALLATION (5¢Sat)WULE ON= vHV WALL SILL INSTALLATION. 7»cavcREtE S7 74) oft WNCRETE' REmm wAu o nRED HV WALL •SILL INSTALLATION RO31'mco>pusIbtl D€ ..:noHs� _ . INSTALLATION DETAILS W T-SEE SHM 4 FOR TYVICAL S wmn •E D =Ft6GE OtSTNX;E-. -t-SEE UN ATWNS OF i�E.FOR . 2-MOW. 1), NV BLADE #-NOttNnNG'SEGAQt4 CAN��D2'CDNBINED (a S. .FICATKkl5 Oki;SHEET-13) HtAOEON St1EE1"79 ' W AW WAY To sl7rT ANY FTI57AttATtON. u1uu,,, FLORIDA 9001tIG'CODE Non Nigh Veloc y. Hurricane Zone x'tt A...I'.C%�i��i ®.2ol6,EASTERN;-NErAL mmy,INC. Q� .• rte,, BERT HV_m Accordion"Shutter System. �{,/�j!� - Amer con Shutt®r.Sya4im8 DrsammoN DATE DnAwUf.' WL �S AT 7EUF *~ 71WT TESTING;8 ENGINEERING COMPANY Assoclatlom Inc. t Ow 11-192 +sa/+s DATE 4 13/14 �'•, exi a.p,3eix V_St.Du vet M QARDorS;110MA.331 - -F Fiwne:(30)371-1sw FDF,:(=)DY1-1s3s 4268'LVestroods Drive DRAWING No ►-ma2:tiNK oa lwm West Palm BeOcb,•FL'33407 s - +OIV/111ti-V' wAum x.7mur 1.P.E 19 1iDRM:U--j+•1167' 4 SHEET P.E. SEAI.�Stt�NATURE/DATE s OF.20 'P OURED: CONCRETE'A OMRS ,tPul.styinaitua .. CO)K3 VE (SEE SOIMULE•ON%LEEP 13) Is0�antL�a1(sm OR `L7 �� }�1 5 `tsu-yqCLAZ �ve 1 . F£OtRRfO EOCE "'�1t HOC ONO i stn 11) •a stm'fa'Oi•' „ w.aawauea . � 17fLtiTWG ®wLsQa&� :d; t' (saw MAS • i. aaasTn) T i' EX�UNG. t e � 1 LOCARON WIX. . HERD, „ TEX;SCREWS'O:t2'b: i . 8 ,i -SLAa IF, ANCIiORS13) � . t APPUGtBd.E ON5CItEDULE� l;TO571Na• I t i i Lim OF—�+ ctaSS.-- _ M tr -..` TJa a, ."... '. tbCE of .. , I APPLfCABiE : • TF .. i mt _O ff .. POEIRFD., .. CONCRETE FIAT SWAD CNEDOHCREtE� - 11*M AT9EET ,`' i CON - ,(SEE SCWEOGEE ON.•S 14) "t 1i tot HAOCQlNa.. POUREDRMURED � tN HlEt iP.rtN 1 .O ..� CONCRETE tiEQiTOiED-' "T itf.?D�C#tCR£TE ANCfiDRS � . ! n sOti� !PUIPEo 0 0,� (SM,WHEDULE Gy sNEEr u),ION It.-TRENCH INSTALI.A7lQN QD ONLY FOR UP:TO 4-70,-76 PSF A•.S.D. FLOOR INSTALLATION{ON a NY' WALK—OVER (NSYALi:ATION DESIGN PRESSURE RATING�FOR SPANS PER HY CE!{ItdG INSTAL:WION HY `Tt SCHEDULE#4 SWEET it ) '(YSxtEN£C-RSEmTEmAa1C#tOORS 1/ � ��- y1) I SKEET 15) M . I 0- wgv -OI �©05TjNG ! �. Ex c'-'I rtmrmntat w Res ` ' G snA R /a"'m 1�. f . GCA$$ V. 5-� w1.9rnWdoa m 1 3/4'Ie l t)�#DYEIIf A B' U :: ! (unc y+enua ax a t O •t. oe C,JOR uP io.3•-a Stw+N.D ' •o•UP TO 01 a,WAX wrtx� KA1S. wx MA41FN rdIi,, ':0R ) Q•* I ' 'WA�•IEJR 1�D�� + FOR 3 ~_. ).LAX. jT4xdJ4- RIX WEED 1/4 45 tac scR vs e G oc #ta s/4 s.as. __ i t/4' 14 2D wRs OR 1/4 4-30 5.5:M.S: C�Imm ANCt -- - 6 *-fes:, "`�� r 0, ti! ' _ "rS UT.p-9' (SEE SCWEDULE ON 1 O 9'0.C. - Max- -:u I SWEET 16) _ .. 2.00"WN WNL TRW{OECOPAiNE OF SLAAAL EDGeAAF �j14z3a4 ©'y G CONCRETE:uxT QRS SEE tTGTE t3(e) POURED CONCRETE NOTE (5FE SCiTEOIRE ON. ON$MEET 1 ..Ct@1CRETE ON SWEEP t3�b) ' .. _; : OR CONGRETE.$COCK. SNEEF 14) - - ` '*'••'. .RlbtHREO" .. OR CONCRETE.BLOCK .. _._ REOURED 0 KQ,$TONE bIOUNTI G INSTALdTION aanowE •, POURED O HV LL EWOR,INSTALLATION HV WALL.WALK-OVER INSTALLATION CONCRMAX"'�£ Nf$ E1E-- REQUIRFD:, . (d):Hy RAINwARb iNSTAL.LATIONt ROM $41 tYftaB NAQ OF'S C (; *E.D EDGE DISTANCE RE ABEE LTWETI PERFORUUATION ED.. SHEET 4 Fri T171CA:5tRTIYER (SEE SPEpi'fCAnOtS;aT�StlEET:13), '�ERABLE E y SAAON SWEElDFTUS9.FOR. ASSFIABLY _ INSTALLATION: DETAILS W j CV HV BLADE: a-uamnxc secnGNs c�ui:�C(kdBUiED .R+MY-WAY 70-WT ATr INSTACU1nM FLORIDA BURV CODE(Non Hi h. Veioctt'-Hu canZone `.``����I)`p, ��C�T✓; E9 2015,.PASTERN AdE(A SUPPLY,,INC- 13ERTHA HVTM AS A Accordion Shutter System ■ ■ ■ .. KV MAX#1 W/CR W10 KV.wsMW MAGE At tetUan 'Shuffor Systems txscmPaar trarz ttuAwe+Dts uL 7lu TESTING,& ENGINEERING COMPANY STATE QF - Assoctction, Inc. i OLD n-192. </t3 is wTE a 1� rs tE,z N.x San:?-.a,.Sas,WCOM CAROM .�.it` 4268 West�ood5 Drive a ,f�liax (x5)871-1530 Fait:(]05}37,-15al DRAWING No' 4 ` -Mo..tatccooaoT.�an Weat Paim Beach, FL 33407 a C 5- PIE t 6 SHEET F 26 E':E. S IEaILfSICNA�URE/QATE. sTE rwTTs aN L°C14NC 1N05�,Nv Loc�cs(z�'or('i.9 SEE END WALL CON ON SHEM W&Aa 'r � MD ALTERNATE NY LOCK 0 M SHEET 5., QUT N { EXISTING CRSS INSTALLATIONS W1 Y HV * .. SDC SIW1f OETA7l MIF:FS YAUD fOR.ALL BLADE: HV C NTERMA7ES :% o CONNECTION. jj jA1LSAN SN - f o•o•©�o o �� E7tL511 NO.:QASS: (EPe3-i6 ALEOt)A1Jny1. . w/{z)1!4 o TwcaN 1/a' o: C?PPQSINCi rJ+alaTs:to coNcslTe � � ,S"'�� CENTS ATE�S .,. CE MATE pra1s, N fpo s/+ sM ®-rz' t. _ 7o cuss: {4)/1QxTAHG -TIDE-TUBE) ( .O.C.t'iRL.lFJ1CAi� �C O W OC !(SEE sal .. * 3 oN- rEEr I 5 * . IN 5 1. � w u(s�ryETr,.O sseGcaINuAE+�a`ol5tua..cf.�tJ$roi 13 .�4®®°•",U�'t�OE'«fl(;(j�N. 7-V ` VHO���� ©��®••p�UerTa.( H5V C Ea$1.C -C0 CcoMncORCraKreW AU.; ___ _ RICA MIN SEPARATION IN m©. a +® flbSR CENTERM9amuIE '5' OPMOL ON SHET Il)—. IV@ ) "Q' _ `ON'SNEET 71) '(MEMORY OUT 1, . 10 RSV � a 3 Xvies 90' - QUI 6 11V W.,SWK vo HVF* HYD OUT cExreT( HVE �x h1iMDABP1MNG CODE Non Nigh Velocity Nurricane Zone `I`IpA1111i JINr��'' a:zols EASTERN MIAC:SUPPLY,Mc. \cE� BERTHA HYTM A S Ac H.Vcordion Shutter System. FT L E C O ,„,. ■ .BADE,#1 W/bR w/o my wtNJU:#eIADE 71llJT TE$Tlki; �,EtIG1NEEF[kG GOAtPAHY At118rICtln Shutter Systems MV, MCMPMM CM Br: WL o STATE DF N+r: AssocTafiotf. inc. , an 11-192! s/rs/Is azt a/ts/,s -170 wz:;(sos)ar1-1337 426$ Wastroods Drive s owiVliN6 Na WestPolm'Becch, FL 33407 a {c G ; ip. ........``` �� WALTER AN Jr..PE. a !5--OS5 Ai l0 G\\• riORM ix;A.44107 �s SHEET P.E. Ltt�P2�E/DATE B 8 OF 20 WjHV n » a : y E D HV BLADE ETiP con�no►1 nErANS�►ai>;Ets'to.�.ta< INSTAU ATIQWC17 HV BLADE ouT IN '�,�°�'°°""�. a, ®stnfnr.esasiiDmvsr¢rfs: / HD GENTERMATES'n. Sf�2i �� AS'iR'!!,0.S tlN1YFR^vAL f7AATCK71n/D4Q)bEtNF..lIr9-MID.: ulIDa©• 01�:!"t:+..®O1 ama"ON tnts�sai,wr Be usm rent lies ENO INAff CONNECTION 10`•®m�.�m®.�m.. _ a6ttit Of:tAti-tRC&40W at:nus s+i ...,. FT£�TANS ON SHIMS 10 14- +new-a. �`.Q�ml�•.�. fww-re.uun rcw. uma. ,res ` ( ,gry*j (artuuU uwaaL-(� i �� hau/s•sus. fY .. 3 .oa:ruatDtort: * W__.._ Q HV .T.. IN t�(tml_ r y t PM tv""a 5' 3' LOCK (INSIDE) Q ' 1 - - -- -------------- 2 ------- 5 3 flUT @w 33 31 Dn 3Q 31 oa 31 on : L7* *ut emre s reit ttv iacK Q' --1/4" -zp.x i `i/z' ta! w W/ 7/8".0 z 3/32. wjnt3 NGNUT: iarn�vt]Hpa-HOUT 146C—Hk -r tzxa oy sir s, # HV "T" LOCK (OUTSIDE) � � SYMMETRICAL Hp CE010MATES SYMMETRICAL:Hp CENTEgMATES; .r.v* W1 LOCK (EXUERtOe 64, =� t ams tiiu Ai4 Y NAS .r.v m¢ u Ai,04 IARw rLANts TM %M anmy'T.PART J.Ond. ®A©•0�8. ,. .®•m u w1muACft D.Or.AM olow ,a,MA,.p.>tsPPP7( 9s•'.ffr.56Y - ' & !0a®'.V0- a�o5i 3 I SM MIM "too— =m Nola tnas oN.sccr s 'W`rceeeu nasac aw�ou+a:rao-rrti-te. wn fnt nu amtmwcs nnvr�mcs mN uiaEO j jDD—Hitd** FLOATING STACK FLt�iIQA BUILDING:CODE Hon Hi S V0106ty Hurricane Zone F1...(1rJTii,'''i "®W15•EAMMP;WAL SvpMY.-RSC: BERTHA HVTm _ r I L E C O ra�. A A Accordion Shutter System ■ ■ ■ ■ rLv BADE w/' .W/O RV.MM IM" . ,/ '�/,/'"`' '= .Arrfertepn Shutt®r Systema otsefnPrww duc Grow„xry-u.f. e; S TII t IT TESTING& ENGtNE:RING.COMPANY TATE F ct� Association. Inc: f �'11-192' 4 13/iS CutfG '4 13/f5 9 k.c, escswn se;std'�s vaesrat cAPtDG:ria of si;' (so5 �rfeso c�::(sedan-lssf 4268 WtlstcoadS Drive aDRAWING'.No '4i,F�'g/ t1G ooat0CeO0,gr'"a West.Palm Beach, f1 33407 s ( _Q$rJ �lONA1 faa��` wst OWA Uf 1 44107 e SHEET OF 20 R.E.'SF.f 7s'I *JRE/DATE SCOUREDCANCREFE OR R ETE POURED CONCRETE OR.CONCRE:t£RETE 11 OR COO SCR. OR CON REOIA EtE.MOCK,WALL' "PEO BLOCK.WALL KOUtRED BLOCK WALLRCOUFM BLACK WALL REDUREG'. " EJgSRNd;GLASS IX _ GGLASS GCASS CONCl1cTE AHCFWR 2'NW ,:� ExISTM CLASS: A`Y6 .O C. . IXISt11IG: ,, "i"—� y J .—� { /— 2.: fLN:SEPAPAIM -Tj MN st»wmaN 10G SIS , , Ea Eq Ta ails aa;< ; Ta"sass(SEE a+miEaN, 1/1er3MAIC ON. a . SEE sa�mLaE SIM ---- sa+EaLaE nv 11 3TR AM:t -rs}cxmn ® 1T FOR.�Em ' GN SLEET FOR AL17M CLOSER ON SNLIT Tfl FOR ll2' TON SHEET 19 FOR ' © s 1 a7TEs Q�- PIATE.(LOME —� taraFsO.aQq. �) - .At ENRER.51DE M6d AF�) 1�•MlR; � d•LISE 1OR 2 (AS,APPusABL� r1Le'zq-z.' AUILBNUN CLIP ----- 4.-.. `. ..... (6053-T6,num)A N1DH"dpif ' ' t .,ATOQ& T PAM TO W A 1° .C:(L TE AT 5 SWE 'RNNECnoe : lU UR., MoR VIDE 0 ®) 1_0R OR SEESIDEcrna+£cnro OR.�' To.TRACRs PC�4.0 0 B �P SEE DEr L x l'J �.-06'O.s P�P,8 1+"-8 •{ .a 'Ta TRACKS P P 6 7 a SIDE TION ®°'Q3J E�0>� •Q�PO �E�°'©• a e � . e.?. d m� �•S3�'�•®°' ®o=��j'� �©�o/��•��° &0 a a."tea o. 6°o•�©�o,�o ®®P.�7 �yV•LJP •LY•Y�`� L..Y'L1�®� 8 P ®•�f:JP®• 8 ENDCONNECTION DETAiLQ ENO END CONNECTION DETAIL 3 M. CONNECTiON_DETAIGa . 4 ROPMED ONLY FOR SPANS OMMER nM TY-O' 'POURED CONCRLYE'OR 0 45S pOSI1NC..GLA55 CONCRETE BLOCK WALL . 4' REQUIRED WL SDN pig 1d2's.L€ TO:aVSS'(SM q 1e .c. w%.S6pwwKW X 1D[ EOULE�® coNc tj2 NN. To GLASS(SEE ----- - - fi oRl�'1 Ott SIM 16 TCR ' ANd1aR.® 1 MADE®oma �`" - -- ". CGNCRET wwEs Oac Q+�.• 1$.'a,C..:, 5 ON �&FOR- ANCHOR 4 -- - � 1 J . 2.MIR. - > 2'WN. •SEE.6 aF USE FaR: - '. DIADS©ON SHEET 12 pR�OROOR 10OR� S1�=L k. 5 . 1':OR PLAN OR �. POURED ONGREfE OR /)�• P0•�©®p ©�•o�P�oaP�o � P AIL R°QCGLaa<YA>LS TA N EU8 ® 0 -0_10G . V B DE v wi O ®�� (ID•:I� ��: O<® ®®�@•� CONCRETE OR CONCRETE BLOC-K, WALL ND CONNECTIAAi DETAIL END CONNECJ`ON DETAIL.®. FLORIDA BU CODE Non High Velocity Hurricane Zane ;02015 EASTERN'MLTAL.SUPPLY,INC.- BERTHA HVw Al S.S.A. Accordion Shutter System Mtedoon Sh:u#ter arms Y.,N.RACE WfOQATC DRAM ®b L TILUT TE5flNS k DMINEEmwG COMPANY' OMPANY Assocfl>flon. Inc. +' OLD... 1I ,sz' q1a/Is D+Te :a/1a as STATE OF 2 WW.NX act,sE,sl..;M.MRWa A.GARDos,fL=K ssl Farms:(305)673-16,30.Fax:(305}67i�15Jt 4289.41esEroads Drivo x DRAWING No: .<`•. Q SS� e Rwa: West Pclm Baach, FL;33407 s (rJ^OgJ AL��G�`��` W&TER r� 4 FcdRCA Uo f.441167: 5 SHEEP P.E. It.Ij LfiuRE/DATE 6 . 10 OF 20 ;CHEDUIJE 81 SG HF[lilt F 2 Sj HEDULE 6f3 ft.}. FOR INSTALLATIONS ` 'Lt OR:'L MAXIMUM SHUTTER SPA0:l` "L+" IMUM SHUTTER.SPAry*;"L#f` MAXIMUM SHUTTER SPAN { ty/ OR 'L (fL),'FOR' ... R"1- {ft: ANSTAI LATIONS tNSTAI Lsifola uta Na Ml1F4 &'�or or. INSTAt1ATIONS Po/' W 9 * CONCRETE& � i Lti MNnMUfi�ALLOWABLE!i Ah R A GWA W/.ONE H.Y. LOCK ®oP or or & Q.. yf//ONE tiV LOCKS .�SO� POSITIVE A.S.O.DESIGN PRESSWE RATWG.: HD.LOCI( �.W/NO LOCKING RODS :.or 'ONE HV TACK. Or.®or�. L-:'IU+X.ALLOWABLE SPAN FOR A GIVEN NEGATIVE GENTERMATES:�.&(C Wf ONE HV 'T" SV/NO LOCKI O,ROD5 AR` SNf NO LOCKING WALL A'S,C D, E. M N 0; P.Oj x,S,D.DESIGN PRESSURE RATING. LOCK®W/1W0 LOCKING RODS'®TOP BSc. (SEE NOTES:t•S' ODS'' MOttNUNG F. K"&'L R. S, &'V . 130TTOM SEE NOTESftfil NAW TOR w6wMNGQ (2)PROMDURE TO DETERNiNE,MA16NUM SPAN..FOR n SHEEP 7) - . FLOOR/CEILING, G H, 1,-it,J T, U,W &X WALL YOAfNTiNGS C�/NOMI:OR FLOOR/CEILING: CONCRETE&tivoa0'INSTNIATWNS:V .&You:- CONCRETE MOUNTING : , .. ... .iza ievrJ+ "so.0¢SSCn IN5rALW10)fS _ GIVEN A POSITIVEA.S.D. DESIGN PRESSURE RATING, PR=K WALL MMNf61G 110Oit/CDLB7C Pt✓ WAIL IAO wrm FNFSSMM l MAXIMUM _ "w� YOCoL ,a"Im �'. Rwc FLOON/IAUNG.YWNInVC. GIVEN AHEGAT1VE'ASD DESIGN PRESSURE RATING; 'fA+W Tw+J FLOON/C4711NO YWAN9Nc tp-'iJ: ..OR DETERMINE MAXIMUM SPAN 'L-'FROM SCHEOULC t«a1,-). IVI) twlAvtatc Lr'fN. .L=: t+ I91` L-{M L'+ C_(R) n2 L-cm (5 MAXIMUM.SHUTTER-SPAN.'L+-OR'L-'•FOt ..... 3o OR 16'-0` 18-0' 18'-0` '..iG-0' 3D. 16'-O' 15°-0' .30 16`-0• 76'-0` tNSTALIATtON5 KTO woo, HALL�1JIMTED TO fltLU MAXIMUM ALLOWABLE.SPAN K'L EQUALTQ.THE 105 P�-.A.5.0..MIGN PRESSURE RATING: ,;y]'dUtA DE'TEFtWifTEO SPLAY[tETWF�74 1+•AND 1 35 14'-Y0' T4'-70' 15'-2� '16'-0' 35' 14'-10• '14'<10" 35. 15'-2' 16'-10" ' 40 13=fo' IS=IIT 14 1• •.i5'-2' 40 ` 131-t0" -13=-f0 40 14,-21: f5'.-2" (3) PROCVOURE 70•DETERMNE.MWUNUM SPAN FOR 45. .IS'-1' 1Y-1' 13-4- :74'-3' 45= 13'-1• 13'-T' 45' 13'-4' f4'•-J t HV CORt1ERCEMFRMAIE#3 JANY BE USED-AT ALL COMBINATIONS IN,RETIVEEN'WALL MOUNTINGS 50" 12-5' IZ'-5• 12'-8' -13'-7" 50 12'-5" 12'-5 50' 12'-3' 13'-f' MOUNTING INSTALLATIONS.LOCIONG SPECIFICATIONS W/��/C�i��:MOiJN11NCS- - .._......-.-.. ._.___.........._.._. SHALL BE.AS INDICl+TED ON MANU070RY COMM014'02 .' 55 49L-W— • •-t' 12•-11'. . 5 ,-10^ 55. 1 t'_f• '11'-1 f' .. FOR GIVEN F:OSITIVE SA),DESIGN.PRESSURE 60 Iv-4' 71'-4- il'-7' '-4' �60 11`-4' 11:-4' 60 t0'-2'� 10'-11' NOTE'�$5,SffEEL 8._ RATING: 65 tt'-1t'. __ 65. 9'-5•. 10'-7 - DETETtMiAX. 70 19-6 t0•=6- 70`-9` 71'=5• 70 10'-6' .70=6'. 70 t;'-8" 9-e Lt++ MAX.SPAR FOR WALL UOUNTING LNSTAi LAT10N5. Lai-=MAX..SPAN':FOR FLOOR/CEILING.MOUFfTING 75. 10'-1" 10'�-1• 10'-4' 'Ti'-�I' - 7",t� 70'-i' 10=1'� r5- - 8'=9' 't"f'EXEYT THAT.MAXLMM SHUTTER.SPPN-L4-'OR. INSTALLATIONS. 80 W-10' 9'-100 1D'-0' 10'-91 •60 9�-1-10� :9'-10' - "L7,NG MA1OAIMA ASD.DES(NG'KeSSURE RATM.FOR FOR A GIVEN'NEGATIVE AS.D.-OES16N PRESSURE 85�^ W-6' -s'-6• s'-9' )0`-5' 85 �.9'-s• ^s'-0" D$fALIATIORS MID CONCRETE OR OONCRETE BLOC(; RATING: . 90 9'-3' 9'�3' 9-5' 10'-I•' -90: 9'-3" 9'-3C SHALL.BE.11M=AS FMWjNS1S: DETERMINE: 95' 0'-0' 8'�' 8'-2 9'-t0•. 85 9'-O' S'-9' 1='CONNECTIONS TO'KEYSTONE'MOUNTiNG L1 MAX.SPAN FOR MALL MOUNTING INSTALLATIONS. 1 5 a'-9' 8'-4" 9'=0' 9'-T 100 a•-9` 8'-4' LIMITED TO �+•64.-72,P.S.I. AND.W_6"SPAN, SEE L7--.MAX.SPAN FOR.FLO0R/COLING MOUNDNG 7-11" 6-9' .:9'-°4' 165- fl'.-7• -T-1f'. YOUN.TING©ON:SHEET 7. INSTN.LATIONS.. 7'-7• 8'-T 9'-2' 110 8-4� Y-7, FINAL:MAXIMUM,NALLOWABLE SPAN IS 'AN TO 1tiE 115 SEF'ARATiON TQ GLASS SCHEDULE MIN MUM BETWEEN ti;t'."is+ 1T-'AND: $ 2' 7'-3•.. S-�a. 5•-71- tls a•-z- 7'-3" l2t) B 0� 6 il• a 2 8'-9' ^ (4)GO TO ANCHOR SCHEDULE WNW.FINAL MAXIMUM r]1145 7'-f0' 6 s 9'-O W-5'. 125 7 10 6-6' ALLOmag SPAN AND NEGATIVE,A.S.O..DESIGN: 7-8' W-5, jr'-10! a'-1' 130 7.8 6'-5' { �Nt�UM SURE RATING TO DETERMINE MAXIMUM-ANCHOR 7'-7- W-2•.... 7- s' 7•-9' 135..---_T-7.._-5-2. WIND ZONE sPAaNr;: r..-s' s 1r 7 r-6- 140 r=3• s'-17•' ASTM E--1996 'SEPARATION Y-3' S' 9' T-5- T-3' 145 T-3' 5'-9' TO GL SS . 7-2'. 5-7" X-4• T-0" 150: 7`-2'' 5'-7- WS' 7'-2' 6'797 155. 7*41 1 THRU 3 i .160 6'-11' Wre- 7'-1- V::7- 160' W-11' .165 5':10' S'-1' Y-0' 6'-4" 165 a-10' 5-1' 170 6'-9' 4'-Lt' 0*�rt1' W-2" 170: W-9• 4'=11' 175 6'-71 4-9' C 9* 81-T, 175 61"71 4-9' 180 _6'-6- 4-0" a-W' :5'-10' 180' W_r 47-8 V BLADE. 185 6:-5:- 4-6• 8 7• 5_9• � .___ 6•-5�— 4!- 191) 6'-4' 4'r8', 1 0'=fr 'S;-e' ISO 8'-4'. 4'-5' 195 5'-3' - 4=3' 6'^5' '5'-S' - 195 el 3r 4'-3• 200. $'-2" 4.-2• 6--4. 1 5•.3- 20D 6•_2• 4,-2- .265 51_7'. 4'-1' 1 6'^3'' ..s-f- 269 s'-1• FLORIDA..BUM CODE Mart High Velooity Hurricane Ione .1111ttunUNrrri(r77, '0 2015-E45MZN METAL;SUPPr.Y.INC.' BERTHA H iVTM /TlLlEC_9in,. !'�1eSwSmA �vA�cc�idf�vrso�i���1 aer aDern American Shutter Systems Lv. Aron O.tts f1RAN1e 0r:ttiaY G. TILUT TESTING� ENGINEERING COMPANY J►adOQitltiOry. Inc.. t OLD-tT-i92 4/13 75 Da1E 4/13/19 6155 N.N.36M.St.W.=.,VF&!A WADM nAU>A"X31 Pb' fX05X7f-1530.Fb.:(SOS)S71-1631 - 4268,Westroods Drive z DOWING N. 4i? o-maa'to oe ftodeom West Palm Beach, FL 33407 3 t7'•.�t0��o?.� �9��rt9 15-185 \ 'WAI.TEA A T1UJTJr,P:E, E/DATE u�'e a„sr 9 SHEET H�OF ao MA)iMUM.A,H0R0 SPASl�}S ^-�`" �EQBffV L4AY.-SWM>rJ ASD DESIGN NM PREMME ATIN In A (f¢RRESPONDINC A 1Ni7NfTYPE FOR CQNCRESE,0jt COia FTF. AWk1QRS SPACING LEGEND PEED CONCFLTE z.u01S210Vft.A.0.G.0 AND ON 5tBET B POIhiED ,ems TAP.CON OR . A Y1M1_H1Y A6DUNiRfD. A WALL HEADER MOt&D1NO- �WALL IIEAPER IdWJN1FNC. 0 WALL SILL OUHRNC O WAIL 511L. ODNr=.' C& WAIL HEADER/SLL TAPCON WITH'ADVANCED srA6 14/ W/ y 7t#2FJDFORM TECHNOLOGY '(a) 'Ot9P.i NIMVM w= own t41A6'6 Ff335M RAM nt6unE k+stec t 1iS47h£> Rl3116 ASD.1>t�2q 14YAEE R a9a11. .IE�I. Fit E R4Ra'j ALL POINTS SOCIO,-5ET:. 30 40,'8b 75 90.120160 209 3f}:40'.W 78. 90 12D;/p0 4915 30 40' 119 76 00 120 rea - 30 d0 �80' 75 OO 120 160 205 39 40]60 7S 8n 120 180 245 30140150175190' X12D 160 SLUE.TAP. Xt LM14 7Z 10 -9 A. A 6 6. 4 2 W B 8 e- .8 'B 14 12 10 9 '8. :8 �6 e i 12 14 9:. B 8 8" - t4 12 f0 9 'E J' S5 9•=0` 14'- f2 70 �8 ;8 a 8 "8:: i4' 12 10 p e E:6 6 14 12 10. 9 8 '8 �0 B 14 12 10 0 .8 a '6, 8 14. 12 1a'% 9 e 8 B 6- 8 8' 8 8 _B 8, B '8 TAPPER+ 14. 12 10 .8 .8 A. A5 14 'tZ. 10.9 B 0. 6 8 t4 12 10 9:;9. e- 8 B 11 12 �t9. '8 B 8 8 '3 14' 12 1D 'e B A B q' A :8 8 8 0' 8; ._......-.. ____10 ._._.... .__.. ..._.._....� _ la• 12 10 .9 .8 D e -0- 74 1211019- 8 8: 8. 8 14 12- 10 B 8 8" 8 G i{ 12 '10 '9 8 '8 8 - 14'12 I.-+'.- 14, 0 9. J=,5 10 8 8 8 8'"'4. 14 12 ,0 B 8 Q' 6 6 14 .t2 10' 8 'a 8 ,6 6 t4 12 .10 B a - 14. 12 1B' 0 9 7 bA B 8:' 8 B 6 7' 715 4•_Q.. 9 8 8 6' "a' 14 12 f0' 9 _0 8' :6' 0 1{ t2 f0 9 8 8' 8 6 14 12 i0 8" 0 H. 3.S i{ t2 t0"9' -B 0 A' 8`- O Q '8 8 B ;a B: e 10 9 8 8: 43 14 12 10. 9 6 6: 8. 4 14'12 t0 '9 8 a G- 8 14 12 10 '9 11 8' - 14 i2' 10 9, 8' p6 - -8, '8. 8 8 0: �8� eS 510 F 8' 6' .8 4 14 12 1C 9'0. Q 6 6'. 14 -12 10 B B'.a' 0 8 14' 12 70 9 8 8 - 14 12 1D, 9. 8 8' 8. - 9'-8. 8 A. 8 "8 :-7 5A 14 12 10 0 .B 8 4,3 - 14 Y2 70, 9 p '8. 6 3,5'.I4 12 10 -0 0 '6 8 B 14 12 '10 8 7.3 - li 12 10 9 74 E - B. 8 6 8. 1.9 9.5' 4 3 *S EE ANCHOR 5•�- 14 12. 10 9- a A 48 34 12 10 9 a e.'8 35 14 12 10 9 B '6� ,6 a t4 12 10 9 .e �7. - 14 12 10. a 8� 8 8 �A--8 8 e- .8 8 8 '8 14 I 10 9 Q SS - 74 12 t0" 9 3 '5 4A - 14 �12 10 9 a S '8 5 i4 42 .10 •9 8 3 - 14 12 10 a 0 7 - s a 6 e �A 7 a 4. 5PE61FlCATIOtiS i4 12 10 9' a .a 4 14 12 10 9 a a. 6 3.5114112 W 9. 8 "B '8 tt 14 t2 30 fa 12 10 D B_79' - 8- 8 9 6.' :0 7A 8.5' 1 :'ON $HEE7 73 14. 12 10 B A SA '3 14 12 9 8 -a' 4b - 14 12. 10 8 '8 ,8 p 6. i4 12 9A'7A 4 - 14'-12 DA 74 p.5 JS - �8 �8 8 ZS 6A 4S 35 - 6,-Q. 14 12 10 9 8 53 = - 14 IQ- /0 R 8 e. {.Q - 14 12 10 8 8. 0: 0 !I la 12 SD 9. 8 4 - - I1 12 10' 0 8' 4. 8 8 8 8 a "a 9 7A 14 t2 10 '9 8 3' _ - rl 12 .9 8 8 14' 12^ 10 9' 8 •0 93 3A 14 12 SO B 65 -• t♦.:f2 I,- ,4 75' -- 8' 6 'B '8 7.8 95 a 3 14 t2' 10 F ,e 6 - - 14 12 10 9 8: B 4 - 14 12 f0 9. 8. 8 6 tis 14 12 10 9 5 - 14 12 O. D 8 4.5 - 8 9 8 8 :8 6 aS 14 12 10 9' 8 4 - 14 12 f ' 0 A 0.9 '3 - 14 12 to 9 B -a 6 - 14 12' .6.4.5 - - 14 12 a.5 Q5' - a 8 8 85 5S 4 3 .�,-D., t4 12 20 :8 A 4 - 11 t 10 8 a9 J - /4 12. f0 '9 8 8- '8 - 14 12 t0 B" 8.. - _ t4 1 10 8 .7 - - ,B B 8 p' 8 8.1$ G 14 12 10 'D 45 = � 14 12 . 9 9-4 '+ -. T4- 12' 10 9 8 7''4 - 14"'12 10.SS - - 14 12 8 85 - - 8' 8 0 8' 8S 5 35 to 12- t0 8 7.5 75 14. 12 t6' 9 �e 8- 14 .12 t0- 9 B A 6 14 '12 :10 6 - - 1t. t2 TO as.9 -B: -a a A 7 9 4 14 12 10 9 85 3. - 74 12 t0'• 9 8 4S 44 12 10 .9 B 8 -: 14 11. 7 - - 14 11 7"S.S 3A - - ES5 14 22 to a 9S j-4 12 10: B 8 4S - 14 12. 10 9 Q 'B - - 14• '12:: 70 7. 4 - 14 't2 IQ .e B 3 - A- A B p 6 73 7 4 74 Y2 10 55 3 = 1{- 72 10. 0 8' - - 14 i2 '10 8 a 53 •- - 14 12 65 J - - - - 14 /2 85 7 4 - - - 8 e' B 7..S3 4 J - • UM ATIONS-CF:IJSE FOR 14 ik 10 •F +5 - - - ii f2 10 9 4 '4 - 14 t2 10 8 8 -a :- - 14:: t2 FA - - - 14 12 A8 73.45 - - -8: 8 a" -�ON $HEEn 19 14 12 '10 65 48 - - 14 12 10 9 75 - - - 14 72 10 9..5 - - 13 9.5 4 - .13 95 64 B B 8 6.5.S 4 .3 t4 72 10 IS 4 - - .• /4 I2 1P a 7-5 - - - 14- 12 10 9 'E - - - 14' 12 10. 5 - 14 f2 10 9 65 - a a 8 A' 0. 05 6 3 14 12 65 i - - - - 14 lx tIT 9� 4A - - - 14 12' 10. .9 7S - - 14: 1A 45 - - - /4.11.5 7.5 8: 8 9.75 6 5 4 14 -12 10 0 4 - 14 1 10. B' 7 -14 12. f0 0 9 - *- 74 '12 5- - 14 12 .A qS - - - _ - - 14 12 95 .5. 35 - - - t4 12 10 12- 1D B B. - to 8A - - _ - - - 15 85 SSI- _ _- a 8 8. 8S 55'' B 8-5A 45 3.5 _ SD'=0•td 72 9S 5 33 - - - i4 12 10 9 i - - 14 t2• 10 a :a. - 14 i2'T - - - - ti 12 10 75 5 - .e e B 8 B 7S 4S 14 72 55 3 - - 14: 12' 10 a '3' - - 74 12. 10 9 e'. -: 14.10.5 �3 14 IDS 7' 35 - -8 a 7 6S 4A 3.5. 14 '129 43 3 - 14 12: 10: 9 -5 - - 14 12' t0 9 8' it if - - =14 -11 7A - - _ - 6- 8.7S 6 8 74 12 7 - -_ it .t2 10: - - -- - - 14, 12 10 _ _ - 05 g. _ _ _ _ - - _ _ _ 0$ 8' A - 8 0 5 435 - -1•-D•14 72 7' - - - 14 12. 10'. - •- 14 12 10 - - - - 14''12. 5 - - - - 14 12 10 - 8 6 8 "8 A 7 3.5 14 12 A - - - - 14 12 10: -- - - 14 12 10 - -_ - 2A a.5 - - - - - - 2S 9.5 8 - 'a 0 0 8 4 J 14 12 AS - - - - 14 12 10 - - - - - 14 12 10' - - - - JA 10 - - 14 10 7 8 8 7 SS 4A- - 14 '/2'8S .- - - 14 12,10 - - - +. 14 t2. t0 :- - 8.3 7 - 89 7 35 - _ _ - - 8' 7 45 35 3 14 72 5.5 - - - - - 1a 12 f0- - - - - 14 l2 TO - - - - - 14 12' 4 - - - - - 14 t2 /0 12'-0'- 14 12 3 - - -- 14 /2. E - - 14 72 to - lA aS - - - 15 ITS 4 - - - - 0 5 5.5 4S 4 �/ A /'{ (/.'�'�� �j p [' 14 12 b 14 72. - - - - 14 12 10 - - 2A 95 - +- -.135519 a - - -B D 8 .5 _ _ ( '� 1 H BLADE OR': / HV BLADE 14. 72 - It 12- - - - - 14 12 9 4S - - - 9,. 85 - - - - B aS 4A 35 3 13-a"t< 12 - - i4 12 - - - 14_12 - - 14 12 -_ - - 14 72 - - 8 8 B '8 B W 'HV .WIldD01Al "BLAI?E' t4 1D.- - •. 74 72 - - - - 1412 05 SS - - OS 6' - - - 8 8 6 4 J.5 - 74 12 - - - 14 72, - - - - - 14 12 - - - - - = 13-6 - - - - 1.5AS -. 0. 8 65 4S -- (H (+ ,4 t2 - - - - 74. 72 - - - - - - 14 i2 - - - - a.'3 - - .• 11 6 - - - - - 8 6' 4 3 - - - - .1NORKING IN UNI�O� . 14 12 - - - - - - /4 S2 - - - - - - 14- a "• - 14: 12. '9 8 8' 8 7.5 4 94..7.. 14' '12 _ - - - - 14 10 .4 - _ _ - 1 0' 7S _ - _� 8 75 5' 4 •3 - 74 ISS - - - - 14 12. - - - - - - 14 12 - - -- OS 4 - - - 14 _ _ - - - 14 .. _ _ _ 75 - _ _ - 75 - - .• - = 75' - f$"0'l4 = _ - 14. _ - - - - _ SC'1- _ _ _ _ - 14.''- - _ _ _ p aa7' 7 J.5 - S4 - _ _ - - - - - - - - - - .g - - - - - - - 8 - - - - - - e 7. 45 35 3..- _ 14 - - - - - t4. .. - 10 - 10 - 8 75"5 ;4 - _ _ _ '7 5.5 SS - - i6•-0 l4 _ _ - - _ - 14 - - - - - - 14 - - 8: _ _ _ - - - 0 _ - - - - B 6 .e. 75 - 14 - - - - 5 4 3-S = 9.u. - - - - T DS - - - - g R ,: - FCORIDA BUILDING'CODE Non Hi 6 VelocityHurricane Zane �a``�P�,4 R•A. r����,''', 0 2615�ElSfERN METAL SVPPLl`, u'k%. ``J'• 4��FN BER A H T� /�Vi L_Eo ���71. .�■ Accordion Shutter System American Shutter SystemstV taAnE W1 W/OR W/0 ll VDRM IT BADE 7i(•= TiLi1r�TESTING;$ ENGINEERING COMPANY .. I.W.N nxx9lrBDet DArz 1AQFriN arc V.I. •, STATE OF w 8Y'6'�Hx 3W Stv Eta 305,-7127x1W.9AWDt3.RCFXA'M1 Associotian. iflC.. 1 OL.D 71-192 4/1.3/15 wit£: 4 13.76 IT4n6 (MSP71-1530.r-:(305)871-1531 4268 Westrool.Drive- 2"- 'c'•::I�RtDA k. ,,�mo8;-69eco0oa.e9mORAIYING No West Pulm Beach, Fl 33407 J qui /pN'•L ns, N.i,�. Wulss.A; un' ,P.E. ` :'SHEET P.E.`�' 61014 Yt k/DATE ROMA U&p+4167, e 1 F O MAXIMUM ANCHORI c �HFR LE FOR, GM MAX. MMM SAN SPECIFICAiiONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK St1BSTRATES W YWNIMOF C-O.:&R ON:SHEM i.h 7) 11 ANCHORS TO SUBSTRATE SWILL BE AS F'OIIOWB: .. POIfaD. gOf7C T4MM OONRE7E (A) •10 EXC+IFNG,POURED,CONCRETE:W�1* 3 k0i). 11-M) ;@WALL SILL MOUNTING ©CPPNG MOUNTING @FLOOR MOUNTING 1/4.0'TAPCOtl OR'TAPCONWn,ADVAN=THFFMFORM.1ECHNOLOW ANCHORS.AS WHUFACFL(RW BY I.T.W.IRAIpg4:(W.,fc�:3 kzrj.. -1/4'0 x,314 TAIL POWS St LIDO.SET.ANCHORS,AS DISTMU[ED:BY ALL POINTS.SCRLW.BELT ffi SPECWLTY COMPANY.0&,fe®3 km7L1stx N$wK PpS97tE 11il1t0 1167J11#sA0.4 F KA= 111101AT 7Af�c - .. - - - 1/4'0 BLUE TAP CONCfWE.ANCHORS-W/CAP AS MANUFACTURED.BY FLORIDA FMT09RS OOffCf.,INC.001.Pc�Y ka7) .3014016617510011201160116S 30.140':GO 75 W 120 16O 2M 30 4O tD '7&. 8O 126 1G0 21'Q TSN� -'9/40 TAPpEId}::ANG1iC 5;AS�;WtN�.1FAC3VRfR•BY POWERS FASTENERS.0��,AFFD OJSIlW3tJfEn-:BY Af 1."PoI1715 SCREIY.B�.T&: , t4 t2 lo' 9' a 8 6'S5 14 12 10 9. 6 ,a 8 a' 14, 12 10, D= 8 a' 6. B T SN # ��' .O'er OM � OR: M VM��STERW'WITH INEMERMAN5TN1TFIi.SIS MS�'ASSOCKnoN'lNO' THRFAWFCRN 7EGHNOLOCY' n.f0.m 3,iW 14. 1 -I0 9 6- '8 6 '0 14 t2 10 9 8 6 a 6 14 7 10: '9 8 8.' 6 6 ALL_�mts � ) OR LIM /4 12 10 9 '6. su 11 '97 8 14 12 10' '9 6 B -6: 9 14 12 10 .8 6 a B- b DLUE TM'W1 CAP TSOTE .' 74:. 12 1D 0:9 6 9.T. 14. '12. t0 .8 8 6 6. .8 t4 12 10 6 a a a_ a' A,1)"WJM EMBEDMENT INTO POURED.CONCFM OF TAPCON OR TAPCON WITH MNMCED IHREADFONN TEXMOLOGf AMORS-AND TAPPER+' 14 12 10 '.9' B 7 55 35 14. 12 10.'0 B a. '0- `B: 14 .12 10 8' B B. :a' 6: TAPPER+ ANCHORS TSAf.3/4•.AND FOR BLUE TAP W/'CAP-ANCRO IS 1 I/2• 4'-0' 14 T2 10 :9 8 6 0 6' 14 12 10 9 6 8 6, 0. 14 12 70 8 6 0 -6: 33 -' 14 12 1008 .6 B { 14 12 /0 9 $ 6 'o:.4.S ,v 12 10 9 e. 0' .4 3.9 'i 14 12 10 9- 9 0 6 as 14 12 t0 8 ,8 9� a 5S 14 It 10 9 9 B -6' d3 ^1 A,2 MINIMM EMBEDATENT'OF'1/4'0 x 3/4'ALL POM.SOUD-SET.AOMRS SNAIL.BE 7/6.INTO RLE PWRED CONCRLIE,No:uWEDWW 1d 12 10, 9 75 65 35 -' 14 12-_ 8 '.e- -8 6 6 A. 12 10 8.. '8. 7:.55.4. 45EC a Ug r06I INTO SRSCCO SHALL BE PEFWFTED.1/4'/-20'S.S.'MACWNE SCFtCN'USIPD SHOAL BE 1.'t/2''LONG Wf4MUk.SHOULD SFUCCD^DM.ADD ... ........_.. 111A0P at SBYT 18 I 1'LR0611{tJM'i'OR WAIL;N1F1i NO SIIMCD. S'-D• 14.12 10 ,9 6 6 '8. B. i4 12 SO '9 8 '0. 6 `+S 44 L2 f0 9" 6 8- 8. 4s J t1 12 10.. 9 8 7 4 14 12 f0 9 -0 65 6:d5 1# 12 10. B. as 6 35 3 - A;3)04 CAS THAT FNKOA`T STONE,PRECAST'CONCRETE'1'ANtELS"PAYERS`OR ANY+JENFER�.FOUND ON THE.EIQSRNG WNL.OR.FLOOR. /4 32 10. D B 75 4s 14 12110 9 8 B' 'S 4.5 14 /2 10. 9 8 8 45 75 ANpiORS'SW4LL.-8E'LW4C 134DUGH TO RFACfL.7HE�MNN'STRUC7URE 8EH040 SAID WALL.FINISHM ANCHORAGE SIMM.BE AS'IN=TED ON 14 :12 9.5 73 6.5:4.5 14 12110 ,9 a 73 65 4 14 11. 10 9 a a.45 35 NOtES AI)4t t 2j,A8WJE,FOR iNSTALSA710HIS ON VRK SW40'OR..OFS'VMH OR WITHOUT t.MAL.SRDS CONSULT THIS ENG M.FOR 14 12 10 9: 8 8 6 - 14 12 10 9 8 e 6 5 14 12 10 9 a 6s*3' 3.S INSFA1DIl1WN INTO.17F5 WITH METAL SLURS SEE SHEET 20. 14: 12 /0 9 is SS ] - t4 .t1 10 TLS Z S5 4 3 14 12 6 BS.SS 4 3: 14 12 10 :0 B 6 - 14 12 10 9 6 es 8'- 14 12 10. e.5 6 8 4 - (8) TO EXISTING CONCRETE BLOCN;''(ASTM C-90) 14. 12 -8 &6 s.5 -3 - 14 l2 10 9 6 Its 45 35 14 12 1R 9 7 s 33 .3 -1/4'f TAPM4 OR.T/PMiN 70TH ADVANCED.THRFAOFORN TECHNOL66Y',N{giORS,;AS MAL{UFACN1Ni#D BY 1T.1T..'8U6.DEX. 7'-0• 14 12 SO 9 0 8 - - 14 12 10 9 6 T 5_-4 14 1 - 0 Js SS 4, 3 1/4.0 x�3/4''ALL Po6iT5 SOLID-su A cmtm AS.DISTRIBUTED B(.ALL POINTS SCREW;BOLT.ti SPECW.YY ODWAW. 14. 12 I0 ,B 03 4 - - 14 12 -9 7s.4 4S 35 - 14 1 43]3 - -1/4'0 BLUE TAP CONCRETE ANCHORS,W/.CAP.AS WUFACVuRW:Bf FLORIN FASTENERS Oft r ENC.. 14 -f2. to,a5' 7 4 - - 14 12 10 9 7,3 5s 4. 14 '12- 9 7 78.45 - - -114'0 TAPPER+ANCHORS AS WIWACFURED 8Y POWERS FASTENERS,84c.,-AND OiSTR1BUFEO:BY ALL POINTS SCREW,BOLT is".�P u4w 14 11 J 5.5 4S- - 14 i2 is 9 73 55 4. - 14 14 '9 7 6.:4.5;3- COM3A4Y ANY'OTHMAPPROVED LICENSED OR.&MRORM VENDOR RMSTERED VM THE,MOVAN 53NTIER'SYSUS�MSOWT10N'ING. 8.`O. 14 12 :10: D' 0 fiS 14 12.10 9 0. 6 4. 14 /2-10 0 6.5 6 35 14 12 9.s' . 5.5 J - 14 12 9 B 8.3 3S 4 3 - 2+®.6 0- -5 4' 3 - - ILD)1aNNUM:ELIMMUENT INTO-CONCRETE BLACK OF TAPWN;BLUE TAP*W/CAP AVCIDRS AHD TAPPER+#XHORS IS 1 114•AND YAPWN 14 12 95 7.5.8 - - 14 12 99 a as a •- 14 12. 0 t1 55 4 -- - YRm ADVO TRREADFOFM'JEOHNOLOGY AN64ORS IS i•: 13:93 6.5 'S 33 - - 14 12 SO '6 65 B 14 12' 8 6.5 S 4' 14 12 10 D 0 - 14 12 10 '9 73 43 - 14 12.a5 7 53 4iMIMU 9' - T4 11 7 S.5 3 3.5 - 11 8 55 45 35 - - 8,2)18ML14NT INTO C SHALL X 3/4'91 POINTS 1 4�-SET.AMAMN SHAM BE ED SHALL BE 1 1/ WTO THE IMALRAcokulmSHIDULD ST C ti 113 75 e. t - - - FY8T3)LffP1f94TU STTICCO SI81LI.BE PERLaTFED.;1/4'0-20 SS.LIACFICVE SCREW USED SHALL�1 //Y TONG WAt11lt4 SHWID"SiliCCO 14 12 a as as - 14 12 s5 7 as 4' - - 14 1n5 r 55 5 4.5 - - D3ST.AND..1'WNXUM FOWWAILS WITH NO SRICOD. 13 as 55 4 - 14 12 -9 7 6 4.0 - - 14 /1' 7 95 4s 35 1D'-0• 14' 12. 10 9 75. - 14 12 10 a'C3 .S - 14 12 8' 'a 5 4. @,3}R4 CAM.TMT,PRECAST-�STo,w.P=ASr CONLSTI'TE PANELS,'PAVERS OR�AVMWI'R BE FOUND ON TRE E1t7%lNG'WALL'OR FLOOR. 14'10.5 7 ,5. 33 - - 13 fly 65 5 4 3 - �- 101 7.5 -5 4 3 .- AN CIMRS StW1 BE.LONG.ED16UCM TO':REACH"1HE-..MNN ST11LMRE B£4ILD SdD 191LLL FlNr JiES.AN(MOIt1GE SHALL BE AS;�INOWEO ON 14 It 73 55 - - - 14 413-9 6 6,14 - - 12493 0 S 4. 4. - NOTFS-B.1)h 821 ABOVE FOR-'DMAUADON5 ON VINYL SlONO OR'M-S WRN OR.WITHOUY�METAL.51L4)S.CONSULTTHiSENTAsSM. 03 8' S. - - 14 12 a 5.5 33 4 - /.3 t0 o5 5 4 3 - FOR RISTALIAT"INTO ETFS WTI NETAL'STUDS SEELSNW 20. 14.12 10 - - - _ - 14'12 -9 7 0 4.5 - 14 1. 1 55'4.5 - 25 9s .s -- - 12 9.. 6 4. :4 -3' - - 9 7' 45 35 3 - (0)� AHCHORS:SHALL BE 111WALLEO'FOLLOWING ALL OF TN£RECOLIYEHDATLONS ADDS iCAI)ONS OF'Ti€:IWC}tOR'S NANUFACIVRER.' 14 10 7 - Z. - - - 14 105 7. 55 4$ - - 15(iS 5S 4.5 75 - - 95 7 45 '- - 14 13 75 6 5 - - 12 9: 5 4.5 4 - (D) -SEE.SCHWULE BELOW FOR EDGE OWMCE(ED.),VERSUS SPACING HELADONSHIP FOR ANCHORS. i2'-t)' 14 12 10 - - - - - 14 12 D.6s Ss - - 13 10 ss 5 _4 - - - -EDGE DISTANCE VERSUS SPACING SCHEDULE.FO ANCHORS: ' TAS 93 4.5 11 a 55 4 .T-.5- - -.. - 8 a.. #. 3 - _ WV0WW ANCHOR WOW*AM VAW FAL EOOV 061A,MM.1NO1GTEO OEi..X Ft r-IA LFS5 THAN IRE IIOICATIA REWCE ANC140k SPACING 35 85 0" - - - - -.13.9.5 6.5 5 4 - - OS 6. 5 4. Of NUMPLYWG'SPACING S14OWN ON SCttEW1E.t;1"THE•:FDLLOk1NG FACTORS - - 14 103 4 5S 45 - - 11 85 as 45 3s - - - .f�DIfCLD`SPAdNC OBTAINED IKRO::'FAC101i-SILN.L 710T"E9C U 71W4 L9NILRIM BPACkK4 B701CAtE0 Fi#4'EACH:AVC140R TYPE. _O.14.14. 12 - - - - - 14 Its 75 a s' - - - tz 0 s 4s 4 - - - 'FACTOR Os-8 -. •. •• 10 TS '5 4 3; •. a. T5 ^.v.5 '4. 3 .-. ./1GTIJAL . 25 es.... - - -. 1`2 a. a 4s 4. _ _ 95 7 S s: - - - EOE;£ •TAP= THAEADFORk TECHNOLOGY AM POINT.SOLID SET'BLUE TAP W/'CAP T T 8� 8 - - !3 s3 as s - - - 05 75 s 4 - - - - �V $LADE OR: VIcTANCE IGH:SPACa4C 14 12. - - - - - - 14 105 7 &a - - 11 BS SS 45 - - - - g(t `,' -ED_' WL SPACING-3'' IAX SPACING-3' N.SPACING m 3't/r WN.'SPAdNG 3' 3 3/4 4• 10 7S -• - - - - 9 7. 4S 33 - - - -. 7 B, Ss 3 - - V 13LADE i9 Qc y+gt� FE.CoNalM.gOx POIAE'[1 CONCRETE B POURED GON[REIEh PUA'COt)pi?�£1E OI2LF£IC BLODC 41.513 •. 11 '3, 58 45 - - - 9;as 4s: - - - - w s K )dl!L ED:•3 t/Y W&ED.+2 1 CONCRETE WE 3.� „CONCRETE K=, M EA•3.1(Y ED.w2 AIT i;- _ It s,o cs - _ = ao5s s s = � BLADE WORKING 3' t o 0.90 t o. 0.78 1.0 oe{ 1.0 e _ _ _ _ as as 4 - _ _ _ _ 6s s J - - - .0.81 to - 0.67 1.0 to - o.5 a 5: e5 6 ♦ IN �ON.* 2" A71 051 7: .` I5 as 55 - 8' 6S OS :i J/4• O.W7 .. 0.43 W-0--o. 14 - 7.5 5 - -_'_'__ a - - a 6 4 _ _ e. 43 3 _ 1 f 2' 0.35 - 0.35 - _ - 6. 6, .4 - _ - - _ FLORIDA BUILMD1N6 CCOE( on igh Velocity Hurricane tone TJ�(/per, "!p vps EASTERN METAL.SUPPLY.INC. GENsf BERTHA �#-VTm OTE C t7 rttC. A■ ■ 1.A. Aceordiot Shutter System HV.RAM#t W/CR W/0 KV.WWON RAM American.Shutt®r Systems. D1 RrPnoN wre aPAr+Nsr:. .u.1 TILLLT TESTING.do ENGINEERING:COMPANY`., STATE�OpFP-- t�i� 630 N.w..srrs.a,s w:sm w evra cAaalls FIORIDA,3310Assoetoflon. Inc. 1 OLD 11-192 4/13/15 DAM-7/13/15 O,c' xLO C'�`\` dndo..{3osyai 5 4 }s7t-15a1 West Palm Qe ch,SFt 33407 s DRAWING No WAb1EREA.B-al6RUF"a,..P.E. .• .15-085 RE.FrS'L 11fSLIN.�' RE/DATE FLGww u4.P,aa,6T s SHEET s 13 OF 20 v P1c Op n GO N U Fz CA ! W•t w 8 .. m �i ; ZA 1 Q gyp, hf-x C O� E a � V- u f l 1 1.1 IST ! 1 1 1 1 1 IgI.Il 1»1 i l'ty yw m 0d,n T'.NnO of ym +In., i INnl Ifol,;I In 111 1. I I l i 1T11 I �Na gNnn nm.ynnn�mnuS+NNfi�ilT w»mTTln°��f Imyl tNnl lNl l tql i Iml t l 1 1 � � m�w o i "!.1 tali d. $13 ��YYyy p ms m N Vt W H N n h m NO q AI m N n N n N N n n N 101-n n+IN n• �T .� �NNN'DmnnN`)dlN NYInm NNnn Nm+ilNmn NNm�nml�+'CI MyI'�' q�n'a p!t�Miti<:hN�4iq'ff � Y;��.�vl� . 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END CONNECTIO}I DET�n �_ ENC1-CONIdFCTION IYETAt1_� DaML � FLORM BURUING CODE on elocit Ri ti VNurricdrie Zone aaaaal A T% ttt4 8 Y. u rnr !' ^..015 E gMW ENTAL SUPPLY INC;'. cEru v': BERG' A HV, A.SS .A. Alccordxon Shutter•System H V. #i W%OR w/D ld,Y.VUMW MADE 7rLu1 TESTING,dr ENGINECROO Com, Y. A !�Hccn Shu ter Sjrsfwns I DATE &FATS OF oxs irx.aetn.se:.sie.sem.vA_"c+r<oocs namA iss Associcfion Inc.. } 'OLD-11 11992, - 4!alts a.=—,/,S O.' F {saa}®7t_,aw r-4,.{men iui �f26F3 SVestreradsOgv@ _ 0 -15-085 RlD ��k�'r. West Pal Heath. 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