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GENERAL NOTES: 1.eER11A Hat.AOCOR010N SHUT7Et srsTDA taHDWH ON 1116 PROW"EVAiLAT10N DOgII1EAIT P.Ea HAS em+VrRNEo FOR OOMPIfM}CE N AOCORgA ICE WI H TIE 2014(314 tD111Na)aF TIE ROraDA 8UR014D CODE lNrs ACCORDION SHUTTER SYSTEM TAY BE 20VILED AT HM VELOM ZONES DESIGN wND LOAM MU BE DETERMINED AS PER SECTION IM OF TIM ABOVE WENTTONED 0000.EOR A 81WC MOO SPEED itmoED BY THE JU S01CROt1 V NFRE SFNIER HAIL/. TABLE OF CONTENTS BE NSMM WITH A OROCIIOKAIRY FACTOR Xd•0.t1Ss ASND ASCE 7-10 FOR NSWIA M UNDER 2024(50%MID"F13C AND MOLL NOT EKCEED THE MAXIMUM(AS.a) DESIGN PRESALE RATNCS NdGTED ON SeXTS 12 71661 17.2&20.28 A 29k - W ORDER TOVERIFY THE ADM CON0180R.ULTNATE OEM WIND LOWS DETERMNED PER ASCE 7-10 SYDLL BE MST REDUCED TO A.S.a Ocom WIND LOADS AREA 1: E(V 131AM A m BY IAL71PLYM 7FIFL gr Me N DOM To COMPARE THESE W/WX,OS.D)DEMON PRESSURE RU*IGS MICATED ON SHEETS 12 THM 17.23.20.28 A 2aA GENERA.NOTES SHEEF 1 -` - --DS•OROEi TO vDafy iH►T-ANI2aRs ON-We P.F-0t.As Tt5tFp,MRE 1vOL_OVERSTRESSED,A 33 X NOWASE N ALOWABIE LOADS FOR MND LOADS WAS t� USED IN THDR ANN.1S6.BERTHA SYSiEII COLIPON ENIS SHEET 2 H.V.ACCOROEN sum sYsmes AD www FDR END ADD tAm tasaLE wAcr LOAD ma'am VFAmRED'IL4 ACCORDANCE TARN sWWN-lata OF THE ABOVE wONTION$D CODE As PER-ATL- - - -- mm-COWNPas-- 21.47 -- -SH MT 3 - REPORM TYPIQAL SHUEIER ASSFMKY 38-0 SH M 4 -HV BLADE10/0114.01-03./071301-03./1004.Ot-OO 11214.01-63./0317.02-O0./0609.01-10 AND/021001-11 AS PER TAS 201.TAS 202 AND TAS 203 PROTOCOLS - --< - AREA 2 144E EiLAW Q AND ESV WEN[>dW BLADE 19 WN006 MADE-640-01L-013 A4 T!6 201--202-&203 PAOTOOOIS-AND-07'1601-00 M PFR-TAS-202 PR010001..________. _ _ _ _. -_ - ERF 601CAtu F) -HV 81AOE®{0422A1-0a AS PER TAS tot.17S 202 AND TAS 203 PRMOOOL& --- - -- TYPICAL SMJQM EIE:VAIIDN&HOFS ON LACKS SHEET 3 2.KV GLADEQW NV 91ADE45)AtE 7IGIIiJ�IDE7 TO WORN N t1MSON WIM EACH OTHER 01 ARFA4 METTLE THE CUM PRESSURES TRANSITION FROM 00 ZONE 3 TO NIERIOIE ZONE 4.FACN INUAl1AT10N DEFAI S A-(;CONCfEIE/BLOCK sEEEf a MED ZONE WISH BE CLEARLY Gl]nFKD N ACOOMANCE NRH CHWPIM 30.OF ASC£7-10 STAWRO.ALL IIOUMME CONDITIONS AND FASEENFN TIM SCHEDULES W=BE APPLIED TO THE INVALIATIONCENFER&WIO DETAILS��� CONCRT101OCK SHEET 7 - - - OORfWSPONONO-WNO ZONE-713-SHALL-IMMM-RDOURGNMS FOR-MIL10 GtAS&ORWATWN OF WIND ZONES 4 NO 6 AS WELL ALR NEJOIEY OF COMMENTS FOR w RUDE 1 _ A 2 ACONOM SINTERS SYSTEMS IM EITHER WIND ZONE SNAIL BE PREPARED AND CMMW Ur-A ROHM W111TESED ENGINEER OR ARCHEIFCF.0 ON BULONO-OONFIWWOIOV AND - - SHEET 8- ASCE 7-10^S,W.+WM AHD SHALL BE TO THE SMONS OFFICIAL AT THE TIME PEW IS APPIiD FOR. CEIDERMUE AILTE MIMIB DEFAIISW SHEET 9 FN BLADED NN M IAM MADE TOQDINDERED TO WORK 01 I1UMM WRH EACH OTHER WEER THE 6 MAL.UWEATIONS AHD CONDITIONS OF USE N WED ON 9W 26. C01IERMA7E DETAILS HD SHEET 10 PM�y ETD COME MM DEEMS 1-6.CQICRtTE/BLOCK SHEET 11 J.SUM S MEESS SRELY. 4 SCREWS WHIR 1 O IS YIELD SIRSNOIN NO 1800 ILd TENSILE SRoNGTHL PPM SIA LO COA m WITH OVUM�JO AND 14%�SYSTE�M Xi 4 MANUFACTURED OY ANCHOWAXIR Y SHE TASTES SHEET 12 WAR1R10 ANCl10R SCFIfDtAE-COIM.AE7E#STOCK SHEET is APPROVED CMTNG ANPLLGIORS,LEETS, IERED W7RL/IEIROWF SH711FR SYSIEIB UISSOCIIUION.PNS TRUST BF/vt THE HV ON RFER HF/AD. ANCHOR SCFE0IRE-CONCfIETE&NDC1( SHEET 14 4.ALL"MOM EOKWONS SHALL BE ALU/NIM ASSOCIATION ALLOW AID 708M As NDICAIED ON SHEETS 2 AND&MHO M YIELD STRENGTH FOR W63-1a AILM Is 31.7 kd AND 36.7 NY ANCHOR SLE-�.��&HOCK FOR 6006-T3 AW. SHEET 16 ANCHOR SCIEDUIE-WOOD SHEET 18 s ALL SM&To RE STEEL 304 OR ate ASD SECT,OR CORROSION Iti56TAM COATED f/IR80H STEAL AS PER ITN 60018 W7D1 SO Lal 1W YIFID SIRFJIGIfH MTD 90 kN MIN.7ENSRE ANCA SchUW-WOOD S1REI401H A SFIAIL COLDLY W/FLOPoWI 81MDIN0 000E SECTION 2411.3.3.4- SHEEr 17 NST/WATTW(DETAILS M-R.WORD SLEET 18 a.13OL73 To BE ASTM A-307 GALVAN9ED STEEL OR AM 304 OR 316 SRIE3 SWIZISSS STEEL MIN 35 Lq MINILMW YIELD SMIDIGIN. INSTALIA7ION DETAILS S-X.WOOD SHEET 19 7.SEE THE fMOWMH9 SHIM FOR ANCIgR spawcoom W BLADE 13.14.10.16.17 A NA END CONNOXTION oErms 7-12&1.WORD SHEET 20 ITVBLADE 20. W RUDE ® WORKING N UNSON:13.14 A to AREA 3• hV SME®ONLY 8.11144 B&VHAJIX ACCORDION SN MEk MMU BEARS A US PATER/6779,062.COMPONENTS OF THS APPROVAL ARE COVERED N WHOLE OR N PART BY U.Y PATEN(5'458,179 ISSUED TD IYfICAL SW=ELLVAION&NOLO ON LOCKS SHEET 21 EASn7N META Supply.NO. HESTALSATION OETMS AA-G0,CON7E•7'E SNEET 22 9.R SHNL'SE THE RESPONSISIM OF THE COMWUCTOR 70 VERIFY THE SILZONESS OF THE STRUCTURE WHERE SHNIFA IS TO BE AT[ACH D TO DWRE PROPEF Ano"6RA 6 CONTRACTOR TO CFNIEtNATE MAILS NO SHIFT 23 SEAL/CV"ALL SHUTTER COMPONENT EDGES WHICH REWAN,RM FASIENNG N COMIM100s CONIACr W1DI THE B tVAG TO PREVENT WIND/RAN NRRIMM END CON ECOON MAILS 1-6#KOONCRET/BIOCt( SHFPT 24 10.EACH UNIT MM BEM PERMANENT IABEL N A VME PUCE NRI W MNO NOTE DURING PERIODS OF WRIT M?E W IGS HOME OW"M TERGAL OR OTHERS,MUST PROPERLY CIDSE ALL UMMUY SPINE TABLES SHEET 25 _ HV AND HID CBnEtWTES AND ENGAGE OR IDCK ALL HV AHD NO LOCKS. ANCHOR SCHEDULE.CONCRETE SHEET 28 11.SHUM MMRRAJIURER's LABEL SHALL BE LOCATED ON A RFADIVY VISIBLE LOCATION A ACCORDION WRITTER N XCORD94M WITH SECTION 1710&3 OF n M BURONG COOS.DIE IAD& SNAIL BE RACED FOR EVERY OPENM LAMM TO COMPLY W1114 SECTION 1710A2 OF THE FLORIDA SUIDNO COOL AREA 4_ W WKW BI AnF Q ONLY 12.DMM KV.AOCOMON SLUM SYS76FS WALAM SIWL COMPLY WAIN SPECS GDHCIIM N TIIB DRAWING PM ANY OURDZO AND ZONING RECU/0fORS PAOWNED BY THE JURSDICTIOR V"M PERMT 83 APPUEO 7% TYPICAL WINDOW BLADE 3 WWDOWtEEAL SHEET 27 13.(a)rAS RED.PREPMM BY THIS OMMER R 6 CLIVGRC AND DOES NOT PROVIDE NFORMAXIO4 FOR A STIP SPEONC PROM=Le.WHERE THE SITE CONDITIONS DEVIATE nWU THE PED. TYPICAL SHUTE E1EVAMON SHEET 28 (6)CQ R%TORTW O 10 NO RESPOKSIBLE FOR ONS TM HF.SELECTION. SUM AT STIP B pG LE SAFETY aRE f THIS 0NR O •HA�ON THS P.ED..PRAM M tgeSFE DOES Now DemTE ��!l AREA 5 HV WHNIHW BL J L ()NI-y (o)TKIS RED,WILL BE CONSOMEO OAWD IF ALTERED BY ANY(FANS. MAILS ION MAILS.METAL SN VUS SHEET 261 (d)SITE SPBGIIC PROIECTS BULL BE PREPARED IW A AORTIA RR:GSEFAED ENCWFIR OR ARCIEROT WMICH WILL BECOME THE f .2N'llf�tR OF MORD(FOAL)FOR INE PROJECT MD MIO ML. BE FISPOKSO EFOR 7HE PROPER USE OF T11E P.E.D. GD.EMM OF REODR06 ACTIM AS A DELEGATED ENCOW TO 711E PX.D.FNCOEM SIVIL S181RT TO INS IATLFR THE SITE SPEdnC DRUM POR REVIOV. (a)ORIONAL P.E.O.STALL DEM THE WE AHD OR IMPS.STILL NO SIGNATURE OF THE PROFE WMAL ENOREM OF RECORD THAT PREPARED IF. FLORIDA BUILDING CODE Nigh Velocity Hlmcam T006 t<? `• ut Llll 1111/ . .. . ®2013 MUM NETM.SUPPLY.NR ,� � ri , Off HA-. 'THIS DRAWMIG SHALT. ONLY BE MOTO OISpJN PERMITS IN 714E STATE OF FLORIDA �,: AAAA, � Accordion Shutter System • i L ECO 6 M 6. • • Pw • K BFADE t iE Ot 1.11 WMN WX A RV. NAM 1, Amertoon.Shutter Systema TI TESTING 8 ENOINEERINO COMPANY DRAM Me ML *= am NAL 3WL 2.3b.Loa VAQNA QMW M naAu 331AasoolGiton• irto. 1 am n-Lx 44/13/11 adt' W t3 t PAR»:(306)071-1670.Fd I(303)671-1631 4288 WastrooQa DH{ve 1 Q X44 r •-�+^C �+ West Palm Beach, FL 33407 a DRAWING No -••Q,sL?/,o••••••Ifo N. WATER A t�l1R'Jr.P.L 4 1 5-084 P.E. � �`• �OAiE nDRa LTO 1 44167 a SHEET �„ soot YFIK) WI � ism STARTER COVERED UNDFR US PATENT i 179 COVERED UNDER 34.78179 QUAIIIED�R USE W/ ALLOY AND R QUALMED FOR USE W/HV BIAD� 1D&Q O HV OWE(vg 1�- 8063-T6 ALLOY ANO TEMPER Ql1AlHV 8063-T6 ALLOY AIS TEMAER UMRA7HW OF USE ®ON SHEET 28- - ---6083-T 0 TEMPER 6m. EMPER - •f .063' �• p 7 O , a QUALIFIED USE W HV- - E & QUALIFIED FOR, w Og ray TpENCH TRACj( OUALIFtED / 8083-T8 TEMPER 8063-TB ALLD�'lAN NPER OUOUAU Ep OR W/W 4n RUDE 1 MME 1)dr 2M ONL. 1�HV_ RAINGUARD 8083-Te ALLO D TEMPER VARIES 6063-76 ALL"AND TEMPER �L1FS FOR USE W/HV VAFM 1.93e• 063-75 ALLOY ASND TEMPER Y �. .08.1• Aw09J-' 670 LOW eTa t. o11 HV CEILING.HEADER 1© HD CEILING HEADERAILL °'- QUAIJfim FOR U W fiV 1 ONLY QW01Fim FOR USE W/ HV H►ADE ON 6063—rs AiLo1'r uPEr� QUAUFlm FOR usE W/HV BUDE� 14 HD WALL HE®pERLSp,{. SHD CEILING HEADER/SILL SEE SECTIONS FOR I SEE SECTIONS ro VALIDITY. WAL11Tm FO�USE W Hv QUALIFIED FOR USE W/Hv BWDE 1QAc 2Q 6083-78 ALLOY AND TEMPER 6063-78 ALLOY AND TEMPER B1ADE 1 ONLY. 60{1-TB ALLOY AND TEMPER 6083-T6 ALLOY AND TEMPER COUPONENT A 0 71 72 MADE x Y t MN% Y IRA t ` Y 2' 126 © 2• 6-MAX. LW 1/8- w J' 3- 0.090 1- 1- 062 • ® r a-MAIL 0.,92- 0.192• W I1 �JDE ANGLESALUMINUM ANGLES as• r MAX oa9o- 0.1907 1iVQNSR U STSG FlED F 115E W,(HV QUALIFIED FOR USE W/SHY BIADE 1a&®� . 8083-T6 All AN©EMPER BLADE LlAYS ANEDDTUEE). 6083-78 ALLOY AND TEMPER ,ALAA1luumrlrhi7 FLORIDA BUILDING CODE Vekc! Hurricane Lane ............up" O 2018 MMW METH.SUPPLY,INC. 13CF&sF':;�9 BERTHA HVTu If E C O 9.C. A.S■S■A■ Accordion Shutter System I sILY.WX 11w NO H.V.WNW BUDSdKY.RACE ,yam 'A-� AmellDan Shuftw Systema ORMM fnt u. ..... 7ILUT TESi1N0 R ENGINEERING COMPANY Aaaaotatton. Ino. f 6w true a 3/fs am a 13 1s O%J Na JOtla SL.Da►DOA V11n1AA eM10O1A R07GA Jit i - PApN,(303)a7f-law.rax s(3os)alf-fsal 4288 Weatroada Drive : NAN'Np``��.� ®WALTER West Palm Beach. FL 33407 3 OW\WINO No 15-034 P.E. SEAL/SIGNATURE/DATE R°106&fr° 1 44187 SHEEP 4 g ' 1•-al 1Fla 4'-SO fA1T .745' 53AL a=� 1 4-20 g (Z TTP.) IM °o - aww iANN � .31 . _ w`A1M(apaww COMM1 - - 21•-HV-CENTERMATE--- w .-- - _- -- - UAUFIED FOR USE W/ HV BLADE &®ONLY ®`HV- K ® HV-EGRESS LOCK 6065-T6 ALLOY AND ER QU FOR USE W/HV BLADE(1 & ONLY - 7' QUALIFIED USE W/HV QUAURED OR USE W _ 6063-T6 ALLOY AND TEMPER ® BLADE 1 do ®ONLY. BLADE Q)& y, - -- QOAUFIED FOR UST-W/HV_BIADE I ON L__-- 230'0.a 4' - -- -' - - - _ --- 6063-76 ALLOY AND TEMPER - -—- --" PLASTIC HEAD - t -- 1 - ---- 36 .9w MOIOED T Ij. 1 2 SCREW AFTER RnnNa _ 3�4` BEFORETtnEm+D _ ci S.S. THUAIBSCREIV 1�4'�-20 RNNUT- �—r _ - *$,Gm amALLU M(=4-73 NLUO MA M FLANX THN 2� I 9RE7 K rWff.FM I oem.AS IWRFAC111RED er Awa. PLAN cl FRONT EEEVATKIN ® HV EA "T" LOCK CEkagRUATE CHOW TEO&Vk PA4�PM.NEW JOW 07M OR E=L © LOCKER FOR -7- LOCK CENTERAIATE Q1ULLnE FOR USE W/ FIV BLADE 1 ONLY ® a ® " HV ALTERNATIVE QUAUFlED FOR USE W/ HV BLADE i@ONLY 8063-78 ALLOY AHO TEMPER QUAUFIED FOR USE W/ HV BLADE01 ONLY QUALIFlm FOR QUAl1FlED FOtE0 USE W HV 6063-76 ALLOY AND TEMPER 6063-T6 ALLY AND TEMPS W/HV BLADE tOONLY. BLADE 1 ONLY. 9 ' stet ggs• � _ � � TluuetvRN st+' oas a1J M OR 214' KEY 0 0.675•NZA. HD QUMEN99jjjZ:H0& 1.125•Mm a o O Q FlED FOR USE W/ HV BLADE & 2 ®QUAUFlM FOR USE W/ HV BLADEQ). &(2 6063-T6 ALLOY AND TEMPER 6083-T6 ALLOY AND TEMPER HO® n v 12•M@A. QUALIFIED . SE W/HV BLADE 1 & D (/ V, S gjoq /e•,-ie 606 8 QUAY AND 7EMPER t1/2 CYLINDER RNRN OR KEY 1. C7UNDER ® LOCKING RODD 1.78 Mo. t/4 WALFlEO FOR USE W/FIV GLIDE(D&Q 375• HD LOCK • 6063-TB ALLOY AND TEMPER (9 AGEMLHV 1J4rZO NSI 304 . BY REGENT HARDWARE MOROSE LOCKS SMS 2333 HOOK BOLT LOCK 0 6)IN WILL REQUIRE A 7 16' LE THUMBSCREWS QUALIFIED FOR USE W/ HV RADE 1Q,©&Q2 DIULLED AT MENi QUAUFlED FO[t U BLADE Q&Q QUAUFIEn FOR USE W/HVE &Q FLORIDA BUILDING CODE Mal High Veloci Rurricane Tone _pXIO 2015 1161E11N METAL SUPPLY,INC. v .�r E BERTHA HVTu Accordion Shutter S ystemA.S.S.A. * * *= Amerlean Shuffer Systems BICE L 0 W.MIDOJI ANY.GUIDE TILUT TESTING& ENGINEERING COMPANYN, SAN I OP-91H STATE OF 8358 NW.Sem,31..31.30,VFaHA SUVOM FLUFMA 331 AssoOlation. Ina. 1 OLD 11-114 e//E3/u arc o4/t3 15 lutPeoe.:(305)871-.570.Fm:(305)871-1571 4268 Weetroade Drive1t �'��tcS''•.....:•-•' %V - -® tg•�^+ West Palm Beach. FL 33407 3 WING No S/4NAL IE�.0`` TER �Jr.RE a 15-084 P.E, SEgYf�'lijIl1RE/OATS 8 3HEEF 8 41 SHUTTER ASSEMBLY SCHEDULE FOR a HV HV 0 AND HV BLADES. 0 HV GLADE 1 3 n --- _HV_BLADE 1A_ - - 2U HV BLADE 210 -- �� 4 or HV-LONG-.RECESSED..NYLON BUSHING_ HV SHORT RECESSED NYLON BUSHING ® HV NYLON HAT WASHER EXTERIOR 4 . HV WHEEL CARRIAGE ANSI 302-303 SERIES - - 41 .47}3• -g = 0.870"x3/16" THICK NYLON WHEEL. 0.188"0 AISI 302 SERIES S.S. RIVETS 1 or 4 or 9 ((SEE NOTE FOR HV 1 3/4" ACCORDION PIN W/ #8 HEAD x` hEQUIRE►1ENTs) 3 HV 2 3/4" ACCORDION PIN W/ #8 HEAD �` EXTERIOR ® (SEE SARBONAHEET 27} IMPACT RESISTANT W WINDOW 1 t or i ® �g MM AT MM MAW Numv-11IMr TY�ICAI $Ht1TTER ASSEMBLY (1)INV PIN®SIULLL ALWAYS BE USED AT ALL EMEPoOR SCALE: 3/8'- I' HHV(TE PIN R&OR®AT E10TTOY KNUCKLES OF HV ACCORDION wsm W/w(D OR X0,32{" B1AOVS KNUCKLE. ®6YADE (SEE NOTE* FOR (2)FIV PW MAY BE USED W LIEU OF AND ONLY AT - 3 REQUIREMENTS) E)(TMCR BOTTOM KNUCMES OF W ACCORDION SYSTEM W/NV(,2 MADE WHEN CORRESPONDING TO INSTALLATIONS'CC'AND SHEtT M •6} (3)EIV PPN®OR 0 W/1/2'O.D. 1/16'MKK S.S.WASHER SHALL BE USED fcxbOIRECT MOUNT INS7ALtATiON ETAt PER DI X. WHEEL_GARRIAGE DETAIL . N.T.S ASSENIM Y LAYOUT �\\\1111111111111/IIN.TS. FLORIDA QUII DING CODE Ion It h Velocity Nutdcane Zone ,�.`,Z��,•••�•:••,•C//*�'''i� 0 2013 5u M NETAL SUPPLY,INC. uG��S��'`��' �••�.� BERTHA HVTM _ A S S A Accordion Shutter System K Arnertcon Shutter Systeme BLADE 1 0 NV.WINDOW BLADE SHV.BunE FF' TILLIT TESTING do ENGINEERING COMPANY p.N�'•. Nim rasa un.asm.$L,V..Gas,VMW WaM noRM Gat Aeeoctattons Inc. f oto 1t•tM fa/u dec Ot 13 1S •.����*s'-,,,, - Ph-:{300e72-13so.re:(30S)VI-1331 4268 Westroads DriveORA: ONAL SIV,` ta-000arle°"" West Patrn Beach, FL 33407 e { 15-084 P.E. SEAL/SIGNATURE/DATE FLOflOA U'/44107 It 4H E 28 a ®•®a • a • o c o ��� r x u tT, [M- .T NOTES ON �QCtKS AND C;H Mi�+11. -ONE KLY LOCK�ot�SFNLL BE USED AT tf2 OF SHUTTER SPAN WR ANY SPAN _ OR 12•ABLHE OR �/2 OF SHUTTER SPAN FOR SPANS UP TO 108;AND fpR INSTAl.1�i710NS T ANY FIEYATION.HY LDCKa¢`j MAY�USED AS AN INSfOE OR Ot1TSIDE LOCK,ATUCEEi TO Qfl OR TYPKRL TES W(2�--_/�4'�20 x 1/2-LONG FLIT HEAD S.S.4.5.(DGTIpN OF IDq(STNLL�E AS IAAADICATEO ON � Eike' OnO4 CESIR IF-DED.FOR'BETTER-PETODRYANCE VR FOR SE wwR PURF06E5•UP SO T1►0 tiY - n LOCKS OR MAY BE USED AS AN INSIDE OR OUFSOE LOCK.CONNECRON OF LOCKS TD CENTERFJALES tT OR SHALL BE AS IN ON NOTE(1)ABVE,O LOCA OF LOCKS STULL.L..BE AS 00tcArM ON rovic L - �� l�.Y. I tTCKKNQ RODS ARE NOF REQUIRED AT E POSrtIOM EiLTT MAY D �• o. MAY MIREDBE USED IF To T POSOTON(NON NURRICJtNE C RODS OR AN ALWNATNE DOME �• •__�?t gL� BE tiSED AT CORPRR CENITRitRTES_FOR ATtY.SPAM �i 11bNQ �wr ONE HV Ll1CK 't� - - - - AND ISTAWT®I6NS AT EIEYATK>N.FLV or SWILL BE IISEQ AS AN OIfISlOE OR ISIDE IDgT, CO ATT BOTTOEI SLtAt1 B£tISEDIOCATKTN 114 h2O x tj2'LONG FIAT HEAD SS.NS TwO LOCKING RODS $ xt OF LOCK SNAU BE AS IR)ICJIIED ON TYPICAL SHUTTER ELEVATION. tAAKDKiJM SHUTTER SPAN SINLL BE DEZFAMt1E0 AS PER SCNEOl11E.5 SF10WN ON SFDET 12. p f:01:1/4 ALTERNATE M!LOCK L1AY B€ IN UEU OF 1{YLOCKofND AANYALtY BE LAS ANDOR~ t 4- cE1rTE TESTuuE pE NwEwf' ) Sf{ALLUSED AT 1/2 OF 1/3 OF SHUTTER SPMI. *NOTES ON HV nT~ LOCKS AND GFhiTFRITATFCs CCONNECCnoN uNE uTERtuTe LLV r LOCK ►uY M LIE1T of Nv Loacs OR FOR ANr SPAN DETAILS ON p f [ x 1 J K O • a ■ Y rt X + A7 ANY EIEYAl'IO2L AL TE LOCHK{SQ�,jLEMDY LIE USED AS Ati RLSIOE LVL tOCKC ATTACTDJETTT SHEET 11 TYR OF LOCK DLCLS70E5 TSMC RONFDRCIN6 IrOGF�F�,AS SHOWN ON 5EC114N FkT,SIffiEf 0.WHCH YUST BE FULL InOc1tT WINSCNUT OR W/S jet-s-20x1'SS S®WCO/A f/4 he 5/8� iRMiUT SOCK WlY BE NSDfALLED AT IADSPAN OR 12• OF CORNER LIAKO/UU ABOYE AND BE1DW M106PAN.USE OF 1W0 LOCIONG RODS S�TOP AND BO1OY IS lJkip�TORY. CE'NTERMATE � KKLGL ONE ALTLRtLILLT HD toad vA Ism IY LTLTT of HV LOCKS OR FOR ANY SPIN AND iNSTAtiATIOtTS AT ANY ELEVATION.ALLIIULALE IO LOCK MAY BE USED OLTTSI� TOCK.ATTACTUIFNT OF NO DOCK TO fs W/3 f.'. B x 3/r F.H.SSY$.AND INCLUDES ®*®°A�«®°"LJ•'2.!/sK RflNFORCEYEM k¢ERT AS SHOWN ON SECTIONS MOB- A.D SHEET 10.LOCK MAY OE INSTALLED AT LOOSPAN OR Vr MAQUUM BELOW OR AWA WDSPAM.USE OF LOCKING RODS 0 IS COYPIETELY Oprimm. TYPICALn HV BLADE SHUTTER ELEVATION V N.T.S. LtttYlttl, FtMDA BUILBINO COOS Np1 h Yeloci Hurricane Ione O 2018 EVM META SUPPLY.W. `` = !As i —C OBERTHAHA HVA► N A■S KM S■A. Accordion Shutter System Am�Ncan SFSuHar ma 3 NDE /W OR 18 iLY.TSB m HIDE&Ky.wx 8 'r•A TILLIT TESNNO R ENGINEERING COMPANY e�oo att R+NSx NT,z M L d ,r �Q.�� ssss KV.xv�se.m aos ww*u cramu+a nava as/ A3ECC1QfIOTts IRQ • as 11-Ia /Is/fstune Oa/13 to r y s! CsV 1 `_ Pnan T m West Palm 8Be0 h, FL 33407 s DRAWING No a,,,ONAL EN�..*` wEttn A nuR Jr P.E. • 15-084 au, tlaa P.E. SEAE1�S5ri: ATUJDAiE nDNA tta I"167 ; 5 H 0 UMCD UR OR CONCRETE BLOCK cPoowlaREIE CONCRETE ANGINASREQ= CONCRETE Hk110R5 I&QLRftD ,r•--20x3/4.8.ARETE CONCRETE ANCHORS 1 °N (SEE SCNWE ON M/1/%-�pRE1YS (SFE SCHEDULE ON SHEET 13) SHEET 13) FMS o 12•aC. oR 18 ° USM145th-220 WTSO1Y O.G250• -- 03 a, Q oRf 2W Man . \_' __ ' - — '�• -- LOPTIONAL I t sssyyyDDD777 `� ®� S ' I YEN. EPA1tATION TO cuSS 1 lam 1 OR I 1 E> --(—"(SEE SCHEDULE ON SHEET 12) t>SR1a , a/ae9mNt � LIN.SEPARATION TO G{AS5 ctAss I - G' [—(SEE SCHEDULE ON WMT 12Y- HV 2)HV WA! ��' ©b1l-WALL HEADER INSTALLATION - BQ NV WALL HEADER.INSTALLATION ooslrND ' ►CN.SEPARNION To GLASS ,.N ' ®♦ , r--(SM (sEE sd+EDILE ON SN(EET 12)— OR 1p 1 OR 1Rl.SEPMRATON TO GLASS ' ' 1 OlETNO �- 12 RR �(sFE SCF�dULE aN SHEET 12) �S f F10SIING f DPnoTHAL� • OE D.• ,/ _-' 3 Q _/ r ___ PHILLIPS/ 0-2 TRUSS RFM � MACHINE SCREWS USDA CONCRETE ANCSORS 1/4•h20xJ/4'SS PIRDLlPS ANCHORS 1 18 1. 1/.•-20 NUTS O 12•G.C. 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Inc. 1 ab It+,N w VIS fu1D a4 73 15 ,p,• MW raW.xrr.Se."7a4 WOO WAMM nares 37e rnwa:(aa3}e�1-,sao.r4x:(aoe)stt-,a7t 4268 Wa9(roods Orale a DPAWING No ��i����'S+ ,..• .tnMt a•.coe.dwat Wes! Palm 6eoch. FL 33409 a �NRL ENG,tta KIERE ,.E,r'� P . 18-084 W �ryigtn lftttt na w&Uo.f 441e7 • SHEET P.E. SFA!J � AIURE/OA7E • SEE END WALL ON SHEM 11 & 20 sa Nam oN Lwm Rs®.w La=®a OUT IN r -EXW=O+wW INSTALLATIONS .W/ 1 HV **AM&WME W UM®ON SWET 5. 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ScHtpTEE ON MEET iTO CIAMASSV�/ t2ADEt9N0 CONC __..�____ -__ O 0 12 PER CaNCRETE taADertDa�l ANCHOR 5 ON SHEET CR 4 ----- ANCHOR O 16' O.C. - -- '_— 6 OR H�ORIGR ,,,�t�E y 2'ant. 2' '81A0E�Si 2828 �OR�oRR�OR� -�F 5 OR ®4 QrL W DETAILX Q 10 PouREo EONCRErE OR OR �an6+O'p°�•�• •Q��Q�j'41'©'+ ®a CONCRETE DLQac wAuRECURED Q�•d1t•dd•Q � G►•C7}•©.©•{0.4�•• t O t3 (9 0-0-0.0.0 Q�•t�`®•�-®•�M �ONGRE3� OR CONCRETE BLOCK WALL, F,jJ_D CONNECTION DEUL 0.0-0.0-0.0-0 END CONNECTION DETAIFLORIDA BU INS COD€ Mon Ni- VeWty NUfdcOnO Zane 0 2013 EA5QAN METAL SUPPLY.INC. BERTHA HYTu . _ / lT \ //�� A $ Accordion Shutter SystemV NTC. ■ ■ ■ Y.6lADf 1 OR kV.YIWURY BJOE kY.BkADE Amertt:on Sbuffer Systema csaarTW WASH er M.L. k i s TQ!!F TESfiNO d< s,VON"axw Gam"3 Asso"lon. Ino. , OLD 11-11E 6 WfS sae 04/1 ra STALE OF 'n- —Pt—w. *R•s+►sae.VON": ttau3 ssr 4268 Westroads Drive a -�—�, ,{aaa�e7l�iW.0.01loiioonnJe71-tsJi West Polm Beach. FL 33407 3 DRAWING No 15-084 SloN{1ba\\g WALTER ATnttr.k.67 s SHEET A.E. S1REj6!(ttM4`��tEjOATE Ttl)ROA Un/481sT a 11 8 Sr:HEISl1 F 1 SCHEDULE #2 SCHEDULE f3 MAXIMUM SHUT" SPAN -L+-OR -L-- MAhtMUM SHUTTER SPAN* "L.+' * --------- MUM SHUTTER SPAN 'l.+" (R.. FOR INSTALLATIONS W/ OR 1-` (H.) FOR R 'L-' (ft.) 7NSTALtATTON5 • N07E5: Gr or INSTALLATIONS W/ CONCRETE& W/ONE H.V. LOCK ® or 0 or or ,k WJ ONE HIv LocKS MANSORY WOOD (1)L+:7t�V(6tUti AtiDNfBIE SPAN FOR A GM INTI LOCK W/NO LOCKING RODS of ONE HV LOCK or Q$or OR W/ NO LOCKING WALL A S. C. D. M, N, O, P. Q. AS•D.POSDIVE DIESM PRESSURE RATING. CENiERUATES @ rk W/ ONE HV W/ NO LOCKI R S� ODS MOUNTING F. K&L R. S, &V. A.S.D.MAX ALLOWASUEPRESS SPAN FOR A GNFN NEGATIVE LOCK®W/R40 LOCK RODS 0 TOP a (SEE NOTE t) AoESIGNN PRESSURE RATING. BOTTOM SEE NOTE 0 CONCRETE FLOOR/CEIUNG G, H. 1, 11 do d T, U, W do X (2)PROCEDURE 10 DDTINNE MNCNUM SPAN MR MAX� Q%4CRIETE&WOOD INSTALLATIONS - - _wx Aso. h WaL Aim - - C0f7CRETE MOUNTING _ -- - WALL MOUNTINGS(TOP/MOM) OR FLOOR/COLM • am= oma+ VESMPFOMMeRLSTALLATi0t75 GN PRESSURE RATING. Roam WALL MW t � OR,�RO DETERMINE MAXIMUM SPAGIVEN A POSITIVE A.Sa IN'L+*FROM SCHEDULE (+tM1-) (r GR) FLOWCOUNG UNNIaa ( as-) lfnoR wyunNa GP/LTI A NEGATIVE ASA.DESIGN PRESSURE RATING, Lf N L-(11) L+ (1) L-(Q- - - L 4 L- - - - L4 00 1 L-00 - - - - -- - - - -DETERMINE MAXIMUM SPAR 1='FROM SCHEDULE. 30 OR 76'-0' i6'-0' 13-T IT-Ir 30 14r-w 16'-0' 35 t4'-p- t4'-1` 30 35 75'-2' f8'-0' f����MAX^_• ANAL MAX"ALLOWitE SPAN IS EQUAL TO THE • •_ g1UM SHUM SPAN 1+-OR 1r FOR NIh0�DETERMINED TAR BETWEEN 1+'AND 1 40 13'-1 1 '-0' 14'-Y 15'-2' 40 13'-10' 13'-10- 40 /4'-2' 1S'-1' IH51'ASLATKINS INTO WOOD SHALL 6E LIMRLU TO ASD DESIGN PRESSURE RATIN t 105 ps. G. 13'-1' 1J'-!' 13-4 ]4'-� 45 13'-1' 3'-1' 45 73'-4' S4'-J' {3 PROCEDURE TO DE�R1NtNE MAXIMUM SPAN FOR 50 IY-5' 12'-5' 1$'-8'- 13'-T - 50 - 12'-5'- 12•=5' - 50- tY-3' 13'-1' -- - BM710NS IN BETYAEN WALL MOUNbNGS 55 77'-70' IV-10' 12'-1, 12•-11' 85 11'-1O' 7Y-to" 55 11'-1- 71'-11- W/nnw/Goumo MWNR"G$: 60 1V-4• 11•-4' 11'-7' 12'-4' 60 11'-4' 11'-4' 60 10'-Y 10'-11" FOR A GIVEN POSITNEAS.D.DESIGN PRESSURE 65 i0'-!0' 7tY-20' 11'-1' 1t'-tI' 65 to'-ia' t0•-10• 65 9'-S' t0'-t' tunes*% 70 DETERM to'-6' 70'-8' 10'-9' 11'-5' 7Q f0'-6' 10'-6' 70 W-9• 9-4' 1' HV CORNER CEWERMATE#3 MAY BE USED AT ALL LI+-MOOD SPAN FOR WALL MOUNTING INSTALLATIONS. K77510`-1' iV-1' 10'-Y It'-i' 75 10`-i' /0'-t' 75 8•-V MOUNI=WALIATIONS.LOCKING SPEOFICATIONS .SPAN FOR BOOR/CEILING MOUNTING r•-70' 9'-10' 10'-0• 10'-9' .80 9'-10• V-id' SHALL BE AS INDICATED ON MANDATORY CONDITION i2INSTAZIAl10NS9'-6' V-6' 9'-r' 70'-5' 85 9'-6' 9'-6' "OTE P.Sum 5 FOR A GIVEN NEGATNEASD. DESIGN PRESSURE 9'-Y 9'-3' 9`-5• t0'-1' 90 9'-3' V-3' RATING9'-0' 8'-9' 9'-2' 9'-70' 95 W-0` 6'-9' DErOMWEW-9' 8'-4' 9`-O' 9'-7' 100 8'•-9' B'-4" Lt MAX.SPAN FOR WALL MOUNTING INSTALLLATIONS. 6•-r r-77• s'-s" s-4- lO5 6•-7- r-71• La LWT.SPAN FOR FLOOR/CEII8NG MOUNTING 8'-4• r-r 6•�• s'-z• 110 6-4• r-7' SEPARATION TO GLASS SCHEDULE INSTALLATIONS. 115 1 W-27 r-3' W-4' W-iV 115 8'-2' 7'-3' FWAL MAXIMUM ALLLOWME SPAN IS EQUAL TO THE 120 8'-o- W-tT' W-2' W-9- 120 6'-0' 6•_11- MINIMUM BETWEEN 1�+'."U+•.'0-'AND'U-• 125 71-i0- W-61 61-0' e'-5• 125 7'-10' 6 a' WIND ZONE MINIMUM (4)GO TO ANCHOR SOEDULE WRH FINAL MWUUM 130 r-6• W-5- r-1D• 6'-t' ISO 7'-6' 6'-5` ASTM E-1996 SEPARATION AVOWABLE SPAN AND NEGATIVE A.S.D.DESIGN 135 7--7- W-2- 7'-9' 7--9• 135 7-7- W-2' TO GLASS PRESSURE RATING TO fEIERU14E MAXIMUM ANCHOR 140 T-5' V-1 t' 7'-7• V-8' 140 rte' V-11• 145 7-3• 5'-9- 7'-5• T-Y 145 7'-3- V-9- f TNRU 3 150 7'-r W-7' r-4- 7'-0" 15D r-2- 5•-7' T» 155 7--0' S'-5- T-z' 9•-9• 155 r-0' 5•- 160 V-11' V-2' 7*-1- 6'-T 160 W-11' S'-2' 165 6•-70' 51-1' 7--0- 8'-4• 165 6'-10' 5'-/' 170 W-9` V-17• 6'-111' 6'-Y 170 W-9' V-11* 175 V-7' V--o" 6'-9' 61-01 175 6'-T 4'-9' 180 W-61 4'•-8' W-8' W-70' I T80 8-8• 4'-8' 185 e'-5' 4'-8• 6'-7' 5•-8' 185 6'-5' 4'-6' 190 W-4• 4'-S' V-6' 5-6- ISO 6•-41 r-5 H T L..r LA if E 195 6'-3• V-3' W-5- 5--5' 195 W--w 4'-3" 200 6'-2` 4•-2' 8'-4' $'-r 200 6--2' IV-21 205 W-I* 4'-1' 6-3' 57-7• 1 205 a-t' V-t• FLORIRA BUILDING CODE lion Itigh Velocity Hurricane long ��`•3v P,TI(Cl Aiy,� 0 2015 emu META.SUPPLY.INC. 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MOUNTING @CEILING.MOUNTING QI FLOOR MOUNiM (A} to EI SRkNO POi11lF}i cdFtcRETe(L9n fa 3 - 1/4'9 TAPOLYN OR 7Af+C011 WII11 ADVANCED T[HFADFOAAI TEOINOIAOY ANCIMRS AS IAAMIFNCI7IRED 9Y ILW.BUA.DDC fa e J STAR - 1/4'!x Jf4'ASL PONES SOUd-,SETANCFIORS.AS tMS7R811TE0 BY JO.L.POWTS 9CAFl,eOIT k SPECi4TY GOHfA}tfiri f0 3 E°i) t"I' NONAIAt: UNE LIIFD _ 1/'-. BILE TP CQfitYiETE ANCiWA5 W/CAP AS MµUFAC1UIim 6f FtOOM F7LSTRDM OIRECT,eJC.(INNn.f0•.2 AEI) 30140160173 90 12O 700 30 40 a0 73 W !20 100 tot a0 40 73 N 120 100 top TA'1CON WITH , @ - 4 TAPPEit+AN;110RS AS NAlR1FACE1lH®[IY PON'E>ZS FA51WETi5,07G,AND DIStR817EID 8(ALL POINTS SC[#X1.iKti 6c SPELULTY 1411111019 t 9 6 6 8 II 6 6 COINPAt!t7R ANf 07E#R APPROVFD tlCf1MTD OR AUI!{OElRED VENDOR REGSTERfD WIAI TINE AMIRICW SNUTFR SYSITSiS ASSOCR7IDN.NG 3`^0' 14 12 f0 9 D D 6 8 11 12 /0 O 0 8 p 0 I4 I2 10 B 8 tl tl 6 �3ECHtTO$ Y (1811•fa 3 Iml) ALL PC* LESS 14 12 t° 9 0 e s 8. 14 12 7 0 a 8 6 14 12 10 9 5 8 8 p EF t4 f2 i0 9 a 4 a T t4 t2 0 9 6 a a 6 14 12 1 9 8 0 0 6 at3iE TAP W GP NOSES 14 12 f0 9 a T ab 3a 14 12 10 D 6 e e 14 12 1 D 6 8 6 e TAPPER+ Ai)1tlNtlAa1 EL49MMW PRO POURED CONCRETE OF TAPCON OR UIPIOOH WATT ADVANCED THRIAOF I TECHNOLOGY ANCHORS AND TAPER+ 4'-0- t4 12 18 9 8 8 a 14 I2 10 9 8 8 5 6 14 12 10 9 E a 6 tlA ANCHORS N 1 3/4;AND TOR BLUE TAP W/CAP NXHORS IS! 1/2. 14 12 10 9 8 a 6 4 14 12 10 9 8 0 8 4A 14 12 10 D D 8 4 3a Ad)LtlN8aR4 TS®mLEFA OF 1/4'4 x 3f4'ALL POINTS SOUR-Sk7 ANCHORS STALL DE 7f8'0 D,4 POURED CONCRETE NO EMSEDME NT 14 /2 t0 0 8 a a 4.4 14 12 10 9 a a D sA 14 I2 10 9 E 6 8 4D, iHTU SSUP,CO S1NALL 8E PERWiip1.i/4`f-20 SS•LdCIRIE SOREYT USD SUVLL BE 1 1/2'LONB WINIMUM 5MOND MUM DOST AND tf I2 1 9 75 6b J.8 - ti 12 IO O a a 0 s 14 12 f0 —9 -6-7 aA 4 _ • �late 1•MINU M FOR WALLS NIM.NO.SRICCO. - - - 14 12 f0 9 8 8 6 a 14 12 EO 9 8 e a 3a 14 t2 10 9 6 a t 43 CNa I4 72 TO 9 a 7. s - 14 12 10 9 Is 0.3 8 3D, /4 12 10 a 6,15 5 JAI 3 D,3)N CASE THAT PIMCA4T STUNS.PRE'G3T CONCRETE PM'ET.9•PAVERS OR ANY VENEER BE MIND A�E7051THM WNL OR TWO /4 12 11019 e 7D, aA - it 12 10 9 0 d '0 4D, 14 12 10 B 0 e 45 AHL110R$STNNl BE LUNO ENO1FGf!70 f1FAICf1 17E LPlN STRIFCNRE BTEaND SND WALL FINISHES, StiAtl.LAS INDICATED ON t4 12 9b 7D, 4b - - T4 / O 9 8 7S 3D, 4 14 i 10 9 D 6 4b SA NOTES J4/)h A2)ABOVL TOR INS ILIATWNS ON VINYL SOING OR Eft WITH OR WITHOUT META,SIUCS CONSULT THIS D7CIMM.TOR a'^O' 14 12 10 9 a a tl - 14 12 10 9 8 0 0 8 14 12 10 9 p a.5 6 3A NSTAIIA INTO 0f'S WTH METAL STUDS SEE SHEET 28A. 14 12 t0 9 75 8.a 3 - I4 /2 10 8a 7 6b 4 3 14 12 8 ab ab 4 3 - 14 32 10 9 B 8 - 14-.12 t0 9- 8-" 3 76 14 12 10 83 B 6 4 - (B) TO DMNO CO?"ETE PLOM(/NIM C-90) 14 !2 0 8.S a5 3 - - 14 12 10 9 8 6A 48 3D, 14 12 10 a 7 8 3D, - 1/4.9 TPCOH OR UAPCON WITH AWAKED THREADFORM 773CHMUM ANCHORS„AS MANUFACNMD If LLW.DUILDOL 7.,,0• 14 12 1019 8 8 - - 14 12 10 9 a 7 S { 14 12 10 9 7A p5 4 3 -1/4'0 x 3/4'ALL POINTS SOLID-5£T ANCE OR%AS DISTRIBUTED BY AIL POINTS SCREW,DOLT&SPMVL7Y COMPANY, 14 12 10 6 &5 4 - - 14 12 9 7A a 4D, 34 - 1! 7 a.6 4D, 3A - - --1/4'A BLUE TM CONCRETE ANC)IDS W/GIP AS MAMIFALTIIRED BY FLbfiW FASTENERS DROC LNC, 14 1 1 a8 7 4' - -114112 10 9 75 SA 4 - 14 2 0 7 1.5 43 - - -i/4'f UPPER+ANCHORS AS MANUFACTURED SY POMP FA5TF2lERS,INC-AND DISTRIBUTED BY ALL TOMS"StJWN,BOLT h SPECIALTY 14 IT 7 33 4D, - - 14 12 t0 9 7 6D, 4' - 1 12 9 7 0 J COMPANY OR ANY OTHER APPROM LJCEMED OR AUnpRM VENDOR REOSIMED WITH THE ALERIM SHUTTER SYSTEMS ASSOaMW NC. 8.�. 14 12 1019 e 6A - - 4 12 t0 9 3 6 4 - 14 12 10 8 a.3 8 33 - NQffSt 14 12 &517 ab 3 - - 14 !2 6 6b 8D, 4 3 - 25 9 8 0 4 3 - 14 12 Oa 7b E{ - - - I4 12 9D, a 63 3 - - 14 1 8 0 04 4 - - 8,1)6INIMUM OAS0 YEW INTO CONCRETE BUICK OFT / t3 9D, 6b a 3.3 - - 14 12 Iola 116 a - - 1+ a 83 6 4 - _ WITH ADVANCES THFWADFDRM TEMNO AE'IS I SJ'E TM W/GIP ANCFIORS AND TAPPER+ANCHORS S 4 1 4 AFD 7APC0H1 _ 40GY AANCltOIi!i IS t 9'-0' 14 12 10 9 8 - - - 14 12 10 9 7D, 4D, - - 14 12 8b 7 83 4 - - a2)NIOMW EMBEDMENT OF 1/410 x 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE ENTIRELY EMIDM INTO T!E OONMIE CLOCK.ND 14 to 7D, a - - 14 /1 7 ab 3 3A - - 11 8 aS 43 3D - - - fltBEDMENT INTO SIUOOO SHILL SE PERYRTED.1/4 9-20 S.S.MACHINE SCREW USED SWL BE i 1/2'LOW MNM1M SHOULD,Stuem T4- 12 6 6b 43 - - - 14 12 Sb 7 645 4 - - 14 03 7 •119 tl 48 - - EXIST.NO 1'MINIMUM FOR WALLS WITH No SRADCO. 1D, 35 4 - - 14 12 9 7 6 46 - - 14111 7 a3 4b 3D, 10'-Oa 14 12 t0 9 7.5 - - - 14 12 t0 8 6b 3 - - 14 12 a e a - - 8.3)N CASE THAT PREGIST STONE.PRECAST CONCRETE PRIMA PAYERS OR ANY VENEER BE FOUND ON UNE EDMING WALL OR ROM 14 Ob 7 a &5 - - - 13 9D, eS 3 4 3 - - 10 7A a 4 3 - - - ANCHORS&'Va BE L&A ENOIION TO REACH THE MAN STRUCTURE BEHIND SAID WALL FINISHES.ANC11pRAC,E SSQ1 BE AS INDICATED ON 14 t1 7D,0.p - - - - 14 IIA 9 8 a 4 - - 26 9b 6 5 4 4 - - NOTES ai 8 82}HONE FOR INSTAUATIM ON V9M.SNDNO OR FSES WITH OR WITHOUT METAL STUDS CONSULT THS ENC97M OA a 6 - - 14 S2 8 a.8 6b 4 - 13.10 66 8 4 3 - NST 2NIO f7F5 WRH META 4ILS SEE SHEET 2M 11`-0' 14 12 10 - - - - 14 12 9 7 a 4.8 - - t4 104 17 3D, 4.5 3b - 23 03 s - - 12 9 6 45 4 3 - - 9 7 45 b.6 3 - .(C) ANCHORS SHALL BE INSTNSED FOLLOWING AL OF nE EffimmENWTDCIl4 AND spwnGI"OF THE ANcIWS WWIA'ACTUtm 14 10 7 - - - 14 Ob 7 4s 4A - - - lb&516.3 4b 73 - - b 7 4.5 - - 14 tb 7b 6 - t2 9 6 4a 4 - ro SPACING RElA FDR ANCHORS• 12'-0' 14 12 10 - - - 14 12 8 QD &S - - - t3 10 115 S 4 - - EDGE DWANCE VEIL=SPAC)R({,SCHEDULE FOR AHC HORS• 1A 6S 4.5 _ _ _ _ tl 6 33 4 3D, -• - - 8 6 4 3 - - - LµI�By AViCIIOR SPACINGS AM W1D FOR EDGE DISTAIMM INDIGOED DELOW FOR E D-LESS TIM TiENOCATED•REDILICE AAOM SPACING 3a 9D, a - - - 13 94 ab 8 4 - - - Ob a S 4 - gf MIR KY9M SPACING SHOWN ON SCIBDULE BY 71E FULMI N°FACNR% 9 GD, - 4 105 7 64 A - T1 6a aA 43 33 - _ _ REDUCED SPACING OBrNN01 ISEM FACTOR HOT BE LESS THAN LEADEN 5PA[8NG 110R'AED FOR E'81 ANCHOR TTPE 14 12 - - - - - 1411.67-5 B 6 - - - 12 9 8 43 4 - - FACTOR a - - - - - fa 1D, a s 3 ^ - - 7D, 4 3 ^ - - ACTUAL TAQCON W@1 .� TAPPER{ 12.9 a 4.5 ♦ - - - 9D, T a 4 - - - EDGE 170 Wit) THRE ADPORM'SOH NOLOGf ALL WNN3`.OLID SEF BLUE TAP W/CAP a 0 - - - - 1319.5 6.5 3 - - - - b 7.3 4 - - - nI A�E OR D=ANCE LW SPACRNG N 12 - - - - 14 10.0 7 3S - _ 1 _ _ ED. WL SPACING•.3' I@N.SPACNO 3' N.SMN6.•3 1/2' AEN,SpACNG.S 33/4' 4' t0 7D, - - - 9 1 4a 33 - - 7 a 3b 3 - - - d PINED(XWQE COMSIM SIM �8 8 FaM 15 tl - - - - 11 a a5 4.3 ^ - - 0 4D, - - - - cow CONCRETE Nl M-3 Ig Nal.E06-2 1/Y B'ACX CONCIIIETE� W EA-3 ffr .2 JA - - - - - - 9 6 - - - 9A 7 4D, ADE WORKING OAF IA 15' oil _ 040 1.0 _ _ ab 4 _ _ _ _ 6a 6 J - _ _ _ '-�`�' 2 >.1 itt to O.at Ld 0'7S 1.0 aa7 10 - - 0a a a - - as a 4 - 1N UN{$ON♦ 2' alt 0151 _ - - - - 1b - - - 9 - - - ' 1 3/4' - - - �- 8.43 18' to 7.313 _ e 4 _ _ _ _ a 4D, 3 _ 1 ILK Od6 - 0.3b - - - - 7 - - _ a 6 ' - - FLORIDA BUILDING CODE Val High VelOCity Hurricane Zone III,`71C(;f� J,f'z ;013EuiERN ufTAN.SUPPLY,INC. BERTHA HVA TEca AwS.. wAn Accordion Shutter System *; i�lr= Amerteon Sbuffer Systems V.BODE t TT ORM 0 H.V.1*WOW Mk H.Y.BUM TILIJT TESTING & ENGINEERING COMPANY °�� I QAX I MAW"tln M-L A= STATE OF j MS IM.3616 St.Ste 305.VIMM QW006.F109W 331V Aseactotlen. Inc. 1 aLD!t-3t 61/113/13 aTe 44/13/15 F'Iwm;(3at)D71-11570.Fm:(366)671-1531 4268 Wastroods Drive 2 O,L OR1 1•��`�a` rmdL eEa-oao8�"i"1t9`�' West Palm Beach. FL 33407 s DRAWING No '''AiAss/ONA'L 110" WALTER A TRIO Jr.PP. 4 15-084 P.E. $ SLEj181�tN1Yi1 E/DATE FWROA 13c.If 44167 5 SHEET 4OF 28 • _CAt;4M39S OF USE core Nf1ef3EA A O 1 Y Y Y ,.IWC ASA DESIGN FREES AK RATM 610.-110 oaf. 2 WX S,NDIER SAM Ra• 3.MEDIAL,MEONT&M A.D.O at N ON Rios 0.T,AS WDLL AS QmOOLRm"GS 14 0.T.U&W ON(gSHOM to t 1A OR ARE ALLOWED WRIN >AYDUfA�MI IN A�� ON�IY fMEfiDR ACCESS=O � 4 lEtlf (�Ifi/TTeDOW tIIADE 1�A Si11tt ONLY MEW A MOM Of S DPe7MM ♦ ♦ I�IAdE TYP.FA END, (�'A 1(DlES)NOR®PEA AT SPALIE3 SHOWN ON SFtEET 71. :OF ANY cLFAwwcE TOP OR sanoNN kDGE, - - -LnADE 1 NDOWS"� - - ♦ . . - ♦ s OF ANY 3'e NOIE LCR SEfAt1 80 12: BVOE OD"OUT RN SVarRS'AT ede UW 8£EN M AT Of 1VRIDOW GLADE� (Oy1�,�T§ - ♦ ♦ ♦ • Q*W WIDOW OEAOE 19 UM BE tTSED MMM TO A SOLD Hf SLADE(D maw TMOUfi m SN /WEN. Nmn - _ EEj __ _ - - __ _ _ _ � .._ - - , ♦ EL a 1 AT NTWNETt SIOL ALWAYS B ISWID Eft IED AUCENT TO A SOL i * (Ey Pd ONUfi,N Wilxwp^�S�PAL BE EtSTALEM SO 7fyt�TADS TAOE S 'INE NLFAION OP TRE OPEMN Elm PDOIRTED.NV WMEODX N9 WST liE ♦ ♦ ♦ s • ONLY IN SVIUM AND LACKED tXYLO A W SETTINO TOOL P WN ASSA. INC. SHEET, - 41EE 0{ S SARMOR SPACINO SCEMU TOR 1691 ATON3 VII WOOD RWX FULLy E{d NMW*Mo s�,0.AS OWED Uf SPAN AND ASD DESIGN LAW(SEE IE P &31 T.SEE ANCHOR SPACM SC EDIPE FOR P WNIATNNS WO POURIED S- CONCROE OR CONCHETE MOM WALL ON 9IESS.E3 a 34 AS LLYDED BY SPAN AND ASD OkS SN LOAD(SEE NOTES,k 2 AGMU S.UINSK r SWARAWN TO WW SCt4x U PER ASIN E-19M TYP TOP�i!DOTPOLI Sy .YI M®pt®,r+A "a ZONE.. NNaIUA SEPANATIONflD U4SS D N ll/ NSD ,'U"3 /• ELEii TI NP--E=w GLASSSEE SCEEON SW 12 MR s LN BJM(D a aa• -,� AND SOT HaD FOR HAUS(D& ----------------------------��=--- _____—__ --------------- T y � W10a( Ww 4 ADOVE? TYPI£AL(� BY BLADE WORKING m UN1sm R1W T�iNDOW BLADE M sHul-rER* • N.T.S. FLORIDA 6UllDINO CODE 06 TIE h Vewity Mumma ZD e ,1`pA1„11NIrlHrtfjff 6 2O1S FAVERN UETA SUPPLY.INC. ��,.• eR A.Tit(�jf�.,,, �-o , BERTHA HVw �!1!.! A■ ■ .A. Accordion shuttear System = Y.6th0E 1 V OR 0 H.Y.NNW 81IX&N.V.&ME American Shutter Systems CRO N aD k *_ _ itLLTT TESTING dL EeTGNNEERiNG COMPANY Assoclatt011. tna. , OLD It-tN Ey1311e n` 04 ,VN c�`TATF OF :/7C am Nr.sen.tx.sT.,301,vS3aAA GUMM FLOM%331 / v r PWwns L(SGabT,-1610.cos:(swMr1-1ST, 428$ WOatroadW, Drive a DRAWlttR No R P �+: •� Wes( Palm Beach, Ft. 33407 3 15-084 'Jr•TSG;`,`WQE RORRM Lm.WXTER A.0 4i"167 5 r f e SHEET 7/20/2015 Florida Building Code Online IN. t. Flote,rDepajtlithlr BCIS Home i Log In user Registration Hot Topics Submit Surcharge i Stats&Facts Publications I FBC Staff BCIS Site Map I Links i Search Busmen( Professibna1 Product Approval 1 JJI USER:Public User Regulation Product Approval Menu>Product or Application Search>Application List>Application Detail ` m FL# FL389-R8 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer American Shutter Systems Association, Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (561) 209-8263 I, bfeeleyOp easternmetai.com I Authorized Signature Bill Feeley I' Irodriguez@easternmeta1.com ' Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email - i Category Shutters Subcategory Accordion i Compliance Method Evaluation Report from a Florida,Registered Architect or a Licensed Florida Professional Engineer ° Evaluation Report-Hardcopy' Received ' i + Florida Engineer or Architect Name who developed Walter A..Tillit,Jr. P.E. I the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By John W. Knezevich, PE Validation Checklist-Hardcopy Received I Certificate of Independence FL389 R8 COI HV ACCORDION CI NONHVHZ.odf Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2005 ASTM E-1996 j, 2005 ASTM E-.330 2002 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By ; Sections from the Code httplw.w.floridabdldng.org/pr/pr app o.aspx?param=wGE\XQwtDgvYYHH2vJvx53MwsXdCOtOXtHs6RTTCYUw%3d 1/2 7120/2015 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 04/29/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/07/2015 Date Approved 06/22/2015 Summary of Products FL# Model,Number or Name Description 389.1 Bertha HV Accordion Shutter- Blade Extruded aluminum interlocking blades retained by traC__1 'ks I iI 3- (Non-HVHZ) - Drwg 15-086 (top and bottom) for;storm protection Limits of Use Installation instructions Approved for use in HVHZ: No FL389 R81 11 A,S.S,A. INC. DRWG.15-086.r)d Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure:N/A Evaluation Reports I Other:Large Missile Level "D".Max span is 12'-7"for 35 psf FL389 R8'AE A.S.S.A, INC.'PE.R. DRWG.15-086,pdf positive ASD load and 13'�-0"for 35 psf negative ASD load the Created by Independent Third Party: Yes I HV3 blade w/o window blade,5'-2"for 110 psf ASD load for HV3 blade w/o window blade and W-11"for 62 psf, 9'-6"for 55 psf HV3 blade w/window blade working in unison.Max.span for HV3 blade w/o window blade for I installations into Metal Stud walls is 79"for max, ASO pressure rating of+72,-72 and 84"for+64,-64 psf. See i sheet 5 for other spans and ASD pressures. ........... 1389.2 [Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks . Only- (Non-HVHZ)-Drwg 15-085 (top and bottom)for Storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R8 11 A S.S.A. INC. DRWG,15-085.pd i Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation,Reports Other:Large missile level"D". Max. Span is 16'-0"for 30 FL389 R8 AE A.S.S.A. INC. P.E.R. DRWG. 15-085 HV-od p.s.f negative ASD load depending on centermates and Created by Independent Third Party:Yes locking rod configuration for the HV3 blade, 8'�-0"for+64, 72 p.s.f. load for HV blade for Keystone mountings 7'-0"for i +75, -75 p.s.f. for metals stud mountings and 8'-0,for 110 p.s.f. for HV3 and HVIA working in unison. See sheets 7, 11 and 20 respectively of installation drawings for other spans and pressures. ............. .....—---------- ---------- 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks COMBO- (Non-HVHZ)-Drwg 15-084 (top and bottom)for Storm protectlon I Limits of Use Installation Instructions 1 Approved for use in HVHZ: No FL389 R8 II A.S.5,A. INC. DRWG.15-084,pd Approved for use outside HVHZ:Yes Verified By" American Test Lab of South Florida Inc. Impact Resistant:Yes Created by[Independent Third Party:Yes Design Pressure: N/A Evaluation Reports .. i Other. Large missile. Max. 16'-0"span at 30 p.s.f ASO load FL389 R8 AE A.s.s.A. INC. P.E.R. uKWG.15-084 Dd I for Blade 1 and 18'-0"for Blade 2. See schedules on sheet Created by;Independent Third Party: Yes 12, 25 and 28 respectively Contact Us 1940 North Monroe Street.Tallab ssee 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-malt 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 mall.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 alre 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 her . Product Approval Accepts: RN R ll wvurityNtienac,' ow M_- MVJAtvww.loridabdlchrig.org/pr/pr_ppp_.OU.aspx?param=wGE\rXQwtDqvYYHH2vJvx53MwsXdCOtOXtHs6RTTCYUw%3d I 2/2 I Coastal Shutters And Stuff (772) 335-9198 Port St. Lucie License#SM 31151508 (772) 461-2116 Fort Pierce I de V) kpe,4le" CUSTOMER'S NAME I PRODUCT LAYOUT SHEET f I, I I I I i a— , e During installation we must have access in and K OWtEDGE AND UNDERSTAND THE ABOVE out of property for good installation. i Owner, or someone with authority, must be present during installation to inspect and pay balance due. CUSTOMEIRIt SfGtJATURE ALL WIND LOADS DESIGNED IN ACCORDANCE WITH ASCE 7-10 PER SECTION 1609 OF THE 2014 FLORIDA BUILDING CODE ROOF PITCH IS GREATER THAN 2712" OR >= 10 DEGREES PROJECT NAME: NOA or FL# 4 2 ADDRESS 616,63 av F o-?Lct NOA or FL# CITY/STATE �. il'; ci'c NOA or FL# CLADDING TYPE: o,,,c✓ G �, NOA or FL# COMPONENTS AND CLADDING OF WALLS ULTIMATE DESIGN WIND SPEED(Vu/t) 160 f11 fIsat � k fiSv; % �t ROLL DOWNS, WINDOWS, MULLIONS, EXPOSURE B HEADERS,STORM BARS etc. MEAN ROOF HEIGHT 30 TOP OF WINDOW OR SHUTTER HEIGHT 20 EFFECTIVE WIND AREA WIND DIRECTIONALITY FACTOR 0.85 ENCLOSED.BUILDING GCpi ±0.1$ <=10SF 10SF><=20SF , 20SF;;-<=50SF POSITIVE PRESSURE (ZONE 4+5) 41.0 : ` 39.2 t� a 36.7 �t ; NEGATIVE-PRESSURE (INTERIOR ZONE 4) -50.0a�, _- -47.9 `. 4= - -45.2 ; NEGATIVE PRESSURE (END ZONE 5) -61.7nX 57 5 ��� _ -52.0 'PARTIALLY ENCLQSED BUILDING 'GCpi=±0.55' - <=10SF 10SF><=20SF 20SF><=50SF POSITIVE PRESSURE (-ZONE 4+5) 53.9 ..�0 -52 0 49.6 $ , NEGATIVE PRESSURE (INTERIOR ZONE 4) -64.4 4 # -62.3 m -59.6 - NEGATIVE PRESSURE (END ZONE 5) -76.1 '3 a -72.0 -66.6 s LIGHT GREY AREAS ARE ALLOWABLE STRESS DESIGN PRESSURES 8/10/2015 .&vMEA sc"V-ul- 4e Af UNIT SHUTTER PRESSURES OPENING SIZE SHUTTER F71 SHUTTER STQRM S ANCHOR PANELS # TYPE W X H WI . SPAN � R Q SPACNG BOi.TED 00s e z 37 q6 6 ` oy 3 S 3 yo �/� q, o Y b o 6-5 S s� 66 6 .27 X sz 33 60 . s'-0`' ? xTj- 33 60 S-/- 0 y go 3 qj 0 if .5� - 66 if to 63 is 2 -p '