Loading...
HomeMy WebLinkAboutProduct Approval (2) JUL 20M0 GENERAL.. NOTES: ST. Lucie County,Perms rany 'T.BERTHA H.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALLA110N DOCUMENT(P,E:O,)HAS BEEN VERIFIED FOR•COMPUANCE IN ACCORDANCE WITH THE 2017(6th EDIT CH) OF THE`FLORIDA BUILDING CODE.THIS.ACCORDION SHUTTER%:SYSTEM MAY INSTALLED AT HIGH NIMOCTTY HURRICANE ZONES.: TABLE F CONT, NTS Dr'S.iGtt WAND LOADS'SMALL BEIDETERMINED AS PER SECTION 1620 OF THE ABOVE MENRONE AA XIDE,FOR BASIC WINO`SPEED REOYmO BY THE J6FIiSDICTION-WHERE SHUTTER_WILL .. INSTALLED WITH A'D1REC71DNALM FACTOR.Kdu4.,85.:USM ASCE 7-10 AND StlAS:L NOT EXCEED'THE..MRXIMUM(&so.) DESIGN PRESSUWERATRX*INOICATED�ON SHEETS 11 T14RU 15. 19,&20. - AREA 1:. MV en.& a .. IN ORDER TO VERIFY THE ABOVE C4NDBtON,UUTMATE DECIDE!WU1D'L4A05 D£TERMtNED PER ASCE 7-1D:SF1NY:BE FIRST REDUCED i0-A;S.&T�SIC7I WRiO LOWS ... . BY MULTIPLYING THEM BY.O.S.IN ORDER TD'COMPARE.THESE W/MAX.(A:SD)..DEMCN FRESSOItE RATINGS INDICATED ON SHEETS.-11 THRU 15.'19&,20'. GENERAL NOTES SHEET 1 INC .. :SYSTEM(COMPONENTS 1-24 SHEET 2 .64 ORDER 1n VERIFY THAT ANCHORS ON 7MS,P.EO.,AS TESTED,WERE NOT-OVERSTRESSEDA 33;7. REASE IN ALLOWABLE,LOADS:FOR,.WIND LOADS WAS,Lag(USED 1N THEIR.AHALYSIS.BERDIA .SYSTEM: MPQNFlyTn� 21-37 :SHEET 3 H.V.ACCOfTDK1N:SHUTTER-SYSTEM'S AD UACY,MR WIND A:ND.LARGE.MCSSILE IMPACT LOAD HAS BEEN'VERIFIED IN ACCOROPNCE WRN'SECTION 1626 OF"D IE U=T CODE.CODE AS PER ATL REPORTS: .-. .". TYPICAL SHUTTERr ASSEMBLY 38-44 SHEET 4 -HV BLADE Qt 10214;01-�03.#0715:01=43_jl[004.01--05,�t`214.o1-#5.10317.02-06: AND 10216.01`-11 AS:PER:TAS:201.TAS 202 ANO;TAS'263 PROTOCOLS AREA 2'.:LETT'SLAKE/y AND HV WINDOW..BLADE� HV WINDOW MADE, PER,TAS 20�.TAS AS�202 7U1.AS 203 `,20TOCOOLSI D MISSILE.. .moi - 'JLLS T.ur7.Tt 2501-08,AS PER.TA5'262 PROTOCOL ERE..W2LiC" 2.HV BLADE(D.MA HV WINDOW'BLADE (9 ARE ENCINWZED TO WORK IN'UNISON WITH EACH OTHER'UNDER;TNI;GENERAL bmrt IONS AND CONDITIONS OF USE INDICATED ON SHEET 19. `TYPICAL.'$fiUTTER:ELEVATION'&,NOTES ON Locks SHEET 5 INSTALLATION DETAILS A=F.CONCRETE/BLOCK SHEET 8 ..SNSTALLATICN,DLmLS'G-M.CONCRETE/BLOCK SHEET 7 ;3.BERTHA H.V..ACCORDION.PINS;(HV SCREWS),USED-AT BLADES'KNUCKLE ATS FOR DIRECT,MOUNT:CONNECTION TO TRACKS'SHALL BEI14X2.7S AND I�14X175 RESPECTIVELY;..410'-HT MINTMUIM :CENSERMATE 'DETAILS FPI SHEET'B' SERIES STAINLESS STEM SCREWS WITH 135.0,W YO 'STRENGTH ANO-184 ksi TENSRE STRENGTH.PINS SHALL BE COATED WM FSERTNA,FIV DACROSHfELD'COMING SYSTEM AS;MAHUFACTURF,D BY APPROVED COATiFiG APPLICATORS,REGISTERED CPfTN AMERICAN SHUTTER SYSTEMS AS5OCIATM PINS MUSt,BEAR THE W MARKING ON THEIR HEAD.: CDMRMATE ALTERNATING DETAILS W SHEET B A:ALL ALUMINUM EXfRU9flN5.SF',htL;BE dLUNiNtNd,ASSOCVtitON.ALLOY AND TEMPER ASiNOICb.TEO-ON SHEETS'2 AND 3,M,ENERiUM:YLELR.STRENGTH EOR'E063-X6 ALLOY,IS 37:.7 Tlsi ATd3.35:7-.ksi :END CONNEClDON DETAILS 1-6, CONCRETE/BLOCK 'SH w EET 10 FOR,6D05-T5 ALLOY, MAXIMUM SPA14.TABLES SHEET 1'1 5:ALL:SCREWS TO BE,STNRIM STEEL,304 OR 3Y`6 AFSI;SERes_oR CORRo%oN RESISTANT'WATEU.CAP.BON STFci.AS PERS DIN 5EK1i8"`WDH SO ksi�.MMX.YIELD STRENGTH AND 90 ksF NTN:'TENSILE ANCa�IOH.5CHt-DUEE-CONCRETE SHEET 12 STRENGTH AND SHAD.COMPLY W/FLORIDA Dt}ildiNG CODESECDDN:241 1,33.4, `.., ANCHOR SCHEDULE- CONC2?EtE SHEETi3&,BOLTS TO BE ASTM 1i-307 GAtVAMZE6 STEEL..OR.`NS1,304 OR 316"MSTAWLM STM WTD4 35 w AummuM-lAmDcSrREh'GDL -ANCHDR:SCHEDULE- CONCRETE; SHEET 12 .. ANCHOR.SCHEDULE- CONCRETE8LOCK SHEET 1:4A 7.SEE'TH£.FOLL(AANO SHEETS FOR ANCHOR SPEOFICATLONS:W,MADE 0:12.13,14,14AIS-A2f6 26, :ANCHOR SCHEDULE-,WOOD SHEET 15 NV BLADE V'&Q41' WORKING.in UNISON'i2,i3,&75 .INSTALLAT10N:DETAI S MI-K WOW SHEET 16 INSTALL'ATION..l) LS:S-X;WOOD SHEET'17' S.THIS.BERTHA H.V;ACCOR60N.SHUTTER SYSIEMd SEARS A U.S.PATENr,j6'779.51;2.COMPONENTS OF THIS.APPROVAL,ARE COVERED,IN WHOLE OR IN PART BY US,PATENT IW458,17S.ISSUED TO :END.CONNECTION DgAV 7^12,&,X;WOWSHEET 14 EASTERN METAL.SUPPLY,INC. B.,R.SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO.VERIFY THE SOUNDNESS'OF;'iHC',5TRUCTURE'WHERE S,AUrMR IS LTD '8E BE TO INSURE PROPER ANCHORAGE..CONTRACTOR TO -SEAL/CAULK,ALL SHUTTER'C04PORM EDGES WHICH FMMAINI.THRU TASiEN14G R7 CONTINUOUS,O01•DACT WTTNT THE BUILDING TO PREVENT WINDAZA N iNTRUS10t7, tiN.. TIRED 3: INDOW BLADE Q ONLY' 1&EACH UNIT TAUST'REATi;PEWMNENT.kJSBEI.;tN A'MSLE PLACE;WTRI.VtAR.NVFG NOTE:OUR=PERIODS Of HURRICANE WARNINGS HOME OWNEL2.TENANT:,OR OTHERS.MUST PROPERLY`CLOSE-ALL RTES AND ENGAGE:OR�tDCKtSL,.HV AND HD LOCKS.HV-AND HO CDMMA.., ` . � ... �. ..... . •._ TYPICAL.SHTITTER ELEVATION SHEET19 SHUTTER. MANUFACIUROWS LABEL.SHALL BE LOCATED ON A READILY,V151EtE.lOCATKAN,AT ACCOROWt1 SFS?.t HUTTN ACCOROAHCE ylITH SECIONT17094.3'{, FLORIDA BUiESi.UiG;:COD£;ONE.LABEL SHIVA,BE PLACED FOR EVERY OMING.:LABELING TO COMPLY WITH.SECTION- 1:704.92 OF THE-FLORIDA eUILDING.CODE AREA 4: NV WINDOW BLADE&ONLY 'T2:BERTHA KC!ACCORDION SHtI TER.SYaTEmt5 1175TALLATION SHALL COMPLY WITH SPECS INDICATW IN THIS:DR"9GPLUS,ANY BUILDiNG'AND ZONING FWCMA1'05 PROVIDED:BY THE JURISDICTION INST$PATK1N,DETAILS,METAL STUD WAILS SHEET 2Dr -WHERE PERMIT'IS-APPLIED Tq, 13: a 'THIS P.ED.:PREPA.RED er rins`ENGINEER,is GEid€R€C'AND.ODES'NOT'.PROVIDE"iNfOiNA�M1YfOii,TOR A SITE.SPEC1fIC:PR0�5ECT - .... � .......' -.. .. (,) .�.,WHERE THE'SDE.CONDITIONS DEVIATE iROM.'iT1S PLED.. (b).CONFRACTCR'TO eE RESPONSIBLE,FOR THE SELECTION,,PURCHASE AND_D7S'TALLATIDN lNtX.U01FCG"t0`E SAFETY OF THIS F'000UCT:RASED 0711NS P.EO.,PAOVIDID.HEjSHE TIf1E$-1.OT"T7MTE FROM THE CONDITIONS.DETAILED ON TMS,DOCUNENT.GONSTRUC7ION.SAF'ETY`AT SITE IS THE COHTAICt'OR'S.RESPONSIBILITY. (s)TPOS P-E.D.WSU.BE£OSRSioERED INVALID.IF AS3ERED B`Y ANY MEANS, THIS DRAWING,SiiAtt�{)NLY BE USED TO OBTAIN PERMt15 IN TME STATE OF FLORIDA' (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED SY-A'FLORIDA RE6STERED ENGINEER OR ARCHITECT WHICH VALL BECOME,THE ENGINEER OF.RECORD(E.O.R.)FOR.THE PROJECT AND WHO,WJLL . - .. BE RESPONSIBLE FOR"THE PROPER USE'OF THE PLEAD,ENGINHEBR OF RECORO,`ACTING ASA`DELEGATED.ENONEER TO.THE'P.E D.ENGINEER.SHALE,SUBM(T TO;TM LNUER'THE SITE SPECIFIC DRAWINGS FOR:REViEW;. (e)ORION&PIED,SKALL:.BEAR-THE DAX:ANO OTkiG4t!¢L.sex AN41" tGiSATURE OF,THE: .. .. . PRDFESy1ORAt ENGINEER OF',RECORD ra1AT!''.T?EEPa,JtEtT;IT, 1+FSE#fJFflf�ifjr r�. P.' e FLORIDA;BUILDING,CODE H7 h Velocity,Hurricane Ione 0 20T7-EASTERN:METAL%SUPPLY INC. .. >aGEros�•.,��5 z BERTHA HVTM . .. Ati .S.s ■. Accordion Shutter S . tem f-7-0-E�4ZC�7io7\ y� R aaDE#t w/OR w/o kv:�lmq)aAOE :�) +{1T L!P' •` TTw'r-TESTING& ENGINEERING COMPANY $ R Shtiftr rS-�SILZS: LiE¢Nq DE$CRIPT,ION :_OATI DRAWN BY wL A5§oCtafion, nc 1 OLD 15 oea i02j1 Ohre oe/oz�1;7 C t . wss Nx:aR sw sv ass vAGAaA ccaaEias..Tw1Ln4 431 4268 Wes#Rands Oiive z ,c� Ctta1 P + „� P1wae;'(305)871 1530 T (30S}871-163r DRAWING No r,mmY l,itecalsoaT cam. West.Palm Bench ,FL'33407 � 3 s!QNkI E��' ' cB DDoeJ18 ana�:(800)432-2204 .jF014'(561)x49-8384 4 17-122 ....' WALTER'A TLLUr,Jr.P.E. .. . PE 5EAL�SI�NAIUREtDATE FLDRDX'U::$4}167 er SHED FILE (7f Y h� �3'4'Kmx'wiN06N.&.wE' VAC•NA .. e 1.2x0' f d�85T L. 4699" � C d 1 HV SffUD OWEn 375• ¢ HV 90/1 80` STARTER )HV UNIVERSAL FLOATER QUAUF�En�O�R USE W/ COVERED UNDER US PATENT. 545l3T79 QUALIFIED FOR USE lY/"HY 811iDE •il^j $`HV : I<dOUNT tiV BLADE LI 1A HV WINDOW BLADE 6005-T5 ALLOY AND TEMPER QUALIFIED FOR USE W HV 6065=T6 ALLOY AND TEMPER •SEE LIMITATIONS OF USE,OF,OLADf 0 ON SHEET 19BtAD'f� o' 6063-T6 ALLOY A D TEMPER. 6663'-T6,ALLOY AND TEMPER: 3.226* 't:5aa• a 4 :.065' ab r• 76' 3.556'-.. n (IYP.j.. _.. ,•�` .$94" � m OP 0.4 - ---:I .Dn• (j)HV ADJ. ADAPTER W,;/LIP izsa 1r-S s'„ zzs' Q,UNJFiED FOR USE W/ ()HV WALK=OVE TUCK RACK 0 8LADE'(1�. .. :OUALIFiED FOR USE-W/ HV QHV.'TRENCH ?RACK I 3;}5a•• 6 HV ADJ. FLOOR T ACK_ 6063-T6 ALLOY'rWD TEMPER 61ADE 71} gUALIFIED FOR USE�WJ HV tt QUALIFIED FOR,U(�SE W/ HV 6063 T6 A__ AND YEM.PEN; '.BLAOEQ;ONLY. ..;HV RAINGUARD s BLADE t ,, 6063=T6 ALLOT AND TEMPER OU"..ED FDR UE Ni/'H4 6063-T6 ALLDY'•O TEMPER- 2 VARIES 1 VARES t; 6063-T6 ACEDY A D TEMPER o, 1stT � � , ° -•y , a ro63 l '8 i.aar G43 a .iz .O6a of 670 t n II I, b, 3' 3" 670.3.524'1 686' ,V. a t 670 11. HV CEIUNG.HERDER ;�V HEADERISILL 13 HD. CEILING,HEADEI�,[S[I L Q2FiED FOR"USE'.W/ Hu BLADE t ONcy., QUALIFIED FOR USE W,.HV la ADE'(DONLY } 6063-T6 ALLO AMD'TEMPER QUALIFIED FOR USE'WJ HV BIJiQE 14'QU WALL �JEAC- -SILL SEE SECTIONS'FOR.YALIDRY.' SEE.SECTIONS FOR VAL1Df.(Y, QUALIFIED FO U5E_W/'HV 6063=T6',AUAY:AND TEMPER 6063-T6 A116Y AND TEMPER BEADE�1 ONLY. 6063-T6 ALLOY AND.TEMPER COM© A ` B 31 T2 ��EE1rl X�.Y 6TN•:R 3_ r' Y o62' ,_ t1/8- @ 1 .2r 5 6UiX.T t�8' "19 2' -:5 MA7(.-9;192` 062"' SIDE ANGLES ALUMINUM .ANGLES c o z:s• .7 MAX.'utsD' D.,sa'' � 'CORNER R POSTS QuauFf�D FOR,USE°W% W, _ I ..� BLADE 7Q QUALIFIED:FO USE WJ;HV QOAttF4ED FOR VSE W,HV 60 3-T6 AC.LDY AND-TEMPERBLADS( ONLY ' 2" v lvk'(1139 O 131' QE 0 LAD . 6iF63-Tfr AELOY AND.-TEMPER 6Dfi3 T6:ALLOY AND TEMIER' dttkliriis FLORIDA'BUlLD)NGCODE (Nigh VeloOitY H&icane Zonel V 20170STERN METAL'SUP,PLY INC. ciE'frs� �' BERTHA HVTM /� A ordion Shutter Ste V * x #t W wo.x wt .. lA,mer' Im. dr,'s REV,Ko_Y MSCRIFDDN / DATE DRAWN BY ALL G i TICCIT TESTING tc ENGINEERING.COMPANY ATE OI t sociafiion. Inc OLD 15 084 i DUE: 46f02Lt7 t ;6557 NJL 35N...54 5!e 345 45FDm PFPOE s ROMA 33f R.`E 4268 West Roads Oriva 2 Phone x(sa7je7f ts3o,cmr:{3asja7t-�53t ', DRAWING No. ! i8,-4oa671D West Palm Beach,FL,33407 3 ..1 WALTER,A,'ILLIT .^ Phone::,(800)432-2204 .Faye: (561)209-9380 4'.... �— }1 ix 7OATC TLOR"Uc N Jr,411E g SHEET ..,<,. 6. 2"OF 3D . .:.:.. .. 4.680 ._ .14A"=ftim CAST :745 fw1m n NOUSM'ENA M 1/4'-20 .'745" WO)FARM roxitiWID IXC CAST. .. p i2 tYP� p 770HS@30 CAMEL 1'7 'Sf -"' • .. ' i 6ArWPAftitED R0) g N c b3 •o TUBR • ii src o :875' . 8 is &;ASS 7 cpmo1✓E R BRASS.CYIC DEl7 tE'f."x(Ci1R0 _ {DHRCiY[PYdTED} 21 HV CENTERMATE. l .a2s m HV LOCK }{Y eR U LOCK QUALIFIt'D FOR US£WJ W BLADE T�& it t, ONLY O Hy npmm CENTEROATE\ ? �:aza' QUALtFt£D FOR U5E wJ€�N' QUALIF€£0 DR USE WJ'F!V 6663-T6 ALLOY AND TEMPER QUA ,ED FOR USE WJ HV BLADE i .& 1 ONLY y�'J ,.' BLADE I & ONLY, BLADE' & �9 ONLY. 61763-T6 ALLOY'ANDTEMPER U VMWER ,AUFIED'FOR USE.WJ, BLADE-t. ONLY z5a'0A. ..516• ttERD T8 .87d' 6#362-Tg-ALLOY AND p5m YTEMPER �-- M�5CREW L75 _ dAdS ..360'AFTF.K AiYE1tNG I " 4 011 • a tgya c 'e 'a .. � BEfpRE ROlEI7NC SAW— �1 a " S p TNlliABSCREW 1(4'0 � ,. sER Es 9d4d AL7 3d 47 JL7(2M4 rs dizrn327 WOE eE P FEW�TRSEY O?D$dsD£3 FPL PLdN: c"€. FROTSI.EiEvA1iQN ..`. S71ELT RUMRT,PARTE OB2d AS flR*'ACTURED,er:.AVDR. ,NV MALE '#T" LOCK CEtJT�' MATE . p6� _ dTA LOCK �Hy�L�T R�4TIYE LOCif ,7 i ('jC sj" LOCK : - QtrAUF7ED FOR Us£Y1/HY..B€ADE-7,ONLY' t7+ L' O kRMATE My 'T—FOR USE QUALIFIED FOR USE WJ HV 6463-T6 ALLOY AND TEMPER OUALIFIED FOR USE W/'HV'13LADE MO LY BLADE l)ONLY.. QUALIFIED FOR'USE,W/,Hy;6LAOE DONLY 6463-T6 ALLOY'AND TEMPEf W/HV BMEO ONLY. 6063 T6.ALLOY AND TEMPER- Tt7DCYUNDER OR. 43 4. KEY CYLMER; X44' 244 I c v, • A a m 0875`Man. 125 ht.... 31 L 8D C _ o d o o m lr— OUA4.€F7ED FOR USE'W/ HV BLADE 1..&.1' QUALIFIED FOR USE-W/ 14V,BLADE I .&9 T 6063-T6 ALLOY AND TEMPERCENTE 6683-1'6 ALLOY:AND TEMPER f1UAL€FtEO FORUSE.W HV eLAD£,T & T�' I m m F f2`M23. 43t3.' 6063-T6 ALLOY-,AND TEMPER, 't ..THUMS URN .LYLiNDER.. 7.78 TEox. - g G ROO'L� 754 _1fd'a �( 13 .w 1 4 9s�20.AIS(304 BY'RECENT MA32D1VARE MpRTiSE LdfR5 SER£5 233}ki SLKBgII LOGfS.... QUALLFIED FOR USE%v/ HV BLADE;i(D (R_140_ LOCK � 318"x,-16.%iGe Al. 1 6063 T6 ALLOY AND TEMPER ,BiVMBSCREW�, �ERIES S.S. THTB$CQWS� OUALI.90 FOR USE...W/Hv�BL:ADE�1 �''INSTAttfTION W€ti REQUIRE A?J16"kt3FE OUAL€FtED FOR U�SE.W/,F{Y BLADE OUALIFIED.FOR,USE Wf HV BLAPE`(j) D L.LEb AT SF€ACKS:FOR PROPER EMBEDMELVi jcaai,fi��srs�y FLORIDA BUILDING;CODE i It Nelocn :lfurricane'Zone .. - t *! ••,� .. .. 6:2017.EA87ER4 METAL SUPPLY.INC:. BERTHA Wm A S Accordion Shutter System N.V.t ,Ii w/az v�o wi1 tiMl�arr BLADE ' s' TICCIT American Shuffbr SY1000" REV.Ne 7315C1OP37DR -RATE Txuwo By. wL'. TESTIt20 & ENGLNEERING'COIdPANY" A93actotionr Inc x mvD 45-080i, 39/02/17 DATL'' 08/02/17_ �, � 47ss NW.sEm:_;s4„s7a sos,xRcrcen oaRoaAr._rxwuDa!�€_ d788 West Roods_Drire, 2 ^ PAa3ro.,(305)974 T530.ra,c (305}877-4534 FL. .... DRAWING NO S 7S .�I 1t`1te4 J o m-d006i4s�O"` PI70n9:`(;s0a}k3z i 2zo4fozS'ss}zos-s38O 1 f'-1 2% '2.._ j s} wu,�st,k- cLa a..PX. P cEAf7 r jyT( FLORMA Lkc 44167 $' ... '5HEEt SHUTTER ASSEMBLY SCHEDULE FOR 3/9 ....� 825.'_ HV Q HV �A 47 E ,2Ta suoE.T .� - 1 BLADE 1 4. Q )iV j E GE t 1873' . .. .Mt VAt,DOW MADE 0625• M J=0823 'HV 8 E iA tt' 675`BLAWS - W,LONG.RECESSED NYLON BUSHING -oa n ,OtttCKtE 1 10 OPEN, .(f .'T 3 I fi Y HV SHORT RECESSED'taYtON:BUSHING HV NYLON 1IAT WASHER (DORAOD �±N ! }/ 37s,' 41 HV'WHEEL CARRIAGE AISI 3W-303 SERIES y, ( }' .asS i! — r�02.750' x @ 8T0 x3/18" THICK (NYLON WFtEEL., r_ z`T/s MN. ttv wtMddx .. • CLfA4 .. 0:188"0"AISI,302-SERIES S.S. RIVETS tt SEPARA,idN 3.7300 _.._.1 S MN HV 1 3/4. ACCORDION PIN ia/ #8:'HEAD,* EXTERIOR OPENPoGS �'s 0r� 0 oN'cEtrt£as 7500' IiV Z 3/4'ACCORDION PIN W/#8 HEAD * qt I 47�I� ' lggJ POLYCARBONATE:IMPACT RESISTANT FIV WINDOW. I j, �.,. �•. S t }. T s -... ICS/i.,, HV W1NDtJWiLAD AND �, } � � ; � 301N. P(�LYCAI780NATE HV`;t9fiNDOWCt7 oR {SEf'NOiE iOlzO(}RPOLYCARBONATF IMPACT RESISTANT HV WINDOW Q ) BAYER WROCON 3103.POLY.CARBONATE' RESINS, t1V STABILIZED GRADE C N P L 103(SEEN TE."FON SHEEP 19),ORSA I ESIN d OR, {i} HV PIN® SHALL ALWAYS BE USED AT A L EXTERhIOR I s' POLYCARBONATE SDUREES FOR 4. BOTTOM 'KNUCKLES OF HV ACCORDION SYSTEM W/ w(D OR t ' } d EXTERIOR HV 9 BLAUE., TYPICAL 'SHUTTtR ASSEMBLY �� TYMW.EKMPEATIES sivawmw , {2} HV PIN MAY BE USED IN :LIEU 'OF ,AND ONLY,AT Hv,Pik Z ° roa. " � 6LADE.S'KNUCKLE\ ' > EXTERIOR BOTTOM KNUCKLES OF HVACCORDION:SYSTEM W/ HV.L,.1 eo l24' (�Na1E*,FOR, Spee3,s:R,UTrc sit a ex Cass wf�` aCFs E t BLADE :WHEN CORRESPONDING TO 1NSTA!CATION '311'-SHEET; '7. tl4.• ® ? PEQWItEMEN1S) T w >AM DAMpu 7YP. f f FUMVL STRD*3 Fr VW, ,Asia.orgtt 3 HV PIN OR W I 2, O.O, 1116" THICK S.S. WASHER: O. s n.-n 4— Acro DIM3a.o�p.'. SHALL BE USED-FOR DIRECT'MOUNT' INSTALLATION PER DETAIL, X, sHlWr , 0 su erota0n aw LStumnaf.—06:�'^nnE,KR suoxC Dcra+rr Asw mRss ars s sirs z ugr W UL CARRIAGE D SILC=,t-1 RATE Otr R A=Cass !LASS «Ass N.TS.. � ....,..MEMBLY'LAYOUT too 'N.7.'s. stu:RAsiiaa rs,u s aso^E °s,R ,'6a uEtR A7Arti C ,,tsTu sa ' sats'.- W BLADE SOLID 8e (A H1/ WiNDAW BLADE ..DETAILS' ;zeN s,ss Rx E wEC Asisf s3a: evil pe,. :N T.S. t��rairtrairs�ir<�. FLORIDA Bk3lLDING CODE Ri9b�ei0cily, Hurricane;Islas lirw t i Z017,EA5TE,tN MEEAL'SUPPLY•INC. `1`4 � vc ►s BERTHA HVTU utter 5` stem, i£ ��w�wro H.v Wui esti Ariseitean Shutter Systems M.R. DESMMO r DATE OPAna>x WL. ^tl nF TICCIT TESTING ENGINEERING COMPA Y a OATS: 08/02/17 1} 210-1 'suD xe 38a:5t sx aa4 xRamA CARaan,T DArF4 JSL AasoClction, In*. s 0L0 is 0e0 /021. C3 ••.Fr r. nA....-_4. 6a68 West Roods 4rwe� 2 jpT-:r�t,_Lit Ptwne:( S}8T7,,530 PCr:,(30S)8T,—'I's3t West Polm'Seocli F.L.33407 .. 6RREMING No .,... e--ma3;.GEtecu60W:Ceert .. eS;f I,+ m ooDcr,a P>?one;.tso0)02-;d& Fak: (567)200—s3sn , 17—`122 ItIAt wv,nt.a nLur,..rE PE SElll.%91CtbYVRE(DATE 'FtoREpA uc;�f stTa7 s SHEET 4o 20 $ *'NOTES QL IiV LACKS AND CENTS MATES: 4- -C;­0 ��-�'' i MANDATORY CONDITKNJ i1 ONE'NV LOCK or g SHALL BE USED AT 112 OF,SHUTTER SPAN FOR ANY SPAN • °� p° OR 12 ABOVE OR 8 OW 2'OF SHUTTER SPAN FOR"SPANS VP'TO 106%AND FOR INST TIONS T ANY 4 D C c -� ELEVAfON W LACK. nK NAY BE USED AS AN INSIDE OR'OUTSIOt LOCK.ATTACHED TO OR' u K s T u :_ � ` a'!" -CENTERMATES-W/(2) 1/470-20,.'J/2.LONG;fi.A7 HEhp aS.MS. LOCATION,OF LACK'$K BE A5 fNDICATEU ON .S f... ` ...... 'TmCAL SHUTTER.Et,EVATIOON. • ., DALTOW CON Fl11n1t1 rntMtjenONs TWO HV LOCKS OR OR ONE HV LOCK OR W/TWO, Qm0W � LOCKING G'RODS O AT TOP &BOTTOM SHALL BE 5 ANY SPAN ANO.IN ALLAMO AT ANY:ELEVATION, HV LOCK! OR StL4L1 8E ATTACHED TO OR CENTERMATFS W/SAME SPECIFICATIONS AS.PER MANDATORY CONDITION'.$11. LOCATION qF LOCK�LDCKS AS APPLICABLE SHALL BE AS INDICATED ON TYPICAL H tdAXIAdIV. F,'0 MIRED,FOR.BETTER PERFORMANCE-IOR FOR�RfIY Ui;OSfS,'UP ON �O HV BE DUSEO AS•AN MOE OR OUTSIDE LOCK:CONNECTION OF[:OC_K$TO CENiERMATES z .. INDICATED ON NOTE 1 ABOVE. SCiAlL.8E.AS () 4 Y:l r: -�`�` t, .. LOCATION.OF LOCKS,SHALL,BE AS INDi,CATEO.:ON'TYPiCAL SMUTMRr ELEVATION, S9 §, _. -. a !s.11 m WjiWO H.U,'Q=j LOCKINGRODS �N T REQUIRED AT iURRICA�OSITIO BUT MAY ` .USED lF DESIRED TO ENNANCt;:SHP KINq RODS OR ALTERNATIVE ERNA DEVICE MAY.ALSO BE.USED AT STACKING POSITION (NDN HURRICANE POSITION). ' 'd -!' `Tiff u �. .-�5 "?^.4T^-4'^r�}tNRON i .ONE,tR1 LOCK, �R'SHALI,BE USED'AT CORNER CENTERkIATES,FOR ANY SPATT � lOC Ogg ;AND INSTALLATIDNS AT ANY'ELEVATION. HV K Aar F SHALL,BE_USED•AS AN OUTSIDE OR INSIDE'LOCK l ATnCr#Eq CORNER CWE]k"z w/{2) :Ila m=zq 1/z Lc ;.M U.S.s.Ms.TWO LOCKING ROMs,(&, y _ A7,TOP�. OM SHALL.l3F;USED;.LOCATION OF LOCK;SNPIL 8E A5 INDICATED ON TYPICAL:SHUTiER..ELEVATMN.' ws MAXIMUM SHUTTER SPAN:SHAH.BE OETERMtNED,.AS PER SCHEDULES SHOWN ON SHEET 12. ....... OL 71aNE AT ANY .. ." . . _ HV LOCK MAY BE USED IN.UEU.OF IHV-LOCK ar FOR'ANY SPAN AND:_ .. U �ff 'ONE ALTERNATE �+ ¢¢, I y : C$aBgA` ELEVATION.At: LOCK(�¢,MAY BE USED AS AN�It45IDE OR OUTSIDE, CK.. OF 1/4"0-20x3/4"SS;THUIIBSCREW TO�t;OR CE'NTIRMATES SHALL BE 6kADE W/t20x3/4"AlU1A>, {f -- - RNNti'T:AS SHOWN ON SECTLO14-kVE,SHEET B.ONE.LOCK SHALI BE;USED AT 1 2 OF StiUiTER"SPAN O,R TWO I LOCKS AT 1/3 OF SHUTTER SPAN.. ...... ... 7;mANDATQff CONDITION i-z FOR 4'FYSI4 d!� OHE HV.LOCK 'ar .or ,SIIAUL�BE SEE ENO ... ... '. USED A 1/2.OF SIHUFFER SPAN.FOR-ANY SPAN`OR t2''ABOVE OR,BELOW 1/2,OF SHUTTER'SPAN FOR SPANS UP' CONNECTION .. t( ,. TO 9$,AND FOR INSTALLATIONS AT^ANY ELEVATWN. HV LOCK,a or:8,or^¢, .-MAY BE USED,AS AN INSIDE OR: DETAILS ON. 0 'C- E R 1 -l..: K L a ! -v a a. Y r+. x OUTSIDE LOC KC ATTACHED.TO�:ar SYMMETRICAL CENTERMATFS W/(2) I/}x-20 x t/2 LONG FLAT,}BEAD S:S SN£ETS•10:ffi -- tt . i8 TYP. FULL n , f ,.,,. .S M. LOCATION•OF LOCK:SHALL,;BE-AS INDICATED.ON TYPICAL SHUTTER ELEVATION,tI5E'OF LOCKING RODS r�W/b„g HEIGHT: 3., OF,CCIRNER �,@ TOP AND BOTTOMS 15 COILPLETELY MANDATORY. ..:. - CEN7ERMATE. *NOTES-O V - j AND ONE-ALTERNATE;NV_,"t'_t.00K MAY BE:INS7AUE0`N LIEU OF RV LOCKS. 'OR ,FAR ANY SRAM AND TTI'i1 S° ?�;rt � tTALLATigN AT ANY EE)YATION.AL TE LOGit Y BE,USED AS AN INSIDE OR E LOCK ATTACHMENT' �� /�r, OF LOCK IISCLUOE S:USlNq RENFgRCING IOCx AS SHOWN ON SECTION.ENG,SHEET'9 WHICH,MUST BE �:.1'`�!l ,6-@*0•R. GONNECTETT'Ta CEFITERLUTLS S�:ANO�Wf S j4 0-2a x 1 1J2'LaNq s.S.TF#READEa BOLT Yt/7/8'O-.,3/32' ylg mais' oe.,$+' 7ioa WTNBNUTOR W/ 1/46-20x1",SS.M S.IN'f0 A'iJ4,'Oic:S%8"RNNUf. LOCK MA`if;BE INStfL1EOAT MIDSPNIOR;12- TYPICAL y .` ,1 NTs.'lacu Wl tft1 dENiER#1'[iS J)OR l WI fS�S,:.ONE ALTERNATE HD LOOCK�MAYBE USED IN-UEU OF 1 1 PICAL. t H. BLHVE SHUTTER, ELEVATION HP ROGICS. OR�..FOR ANY SPM, AT"ANI ELEVATgNi ALTERNATE:RD LOCk'p,MAY BV USED , AN.INSIDE OR QUiSIOE tDCK;ATTACi#6ENT OF HO LOCf<; TO 1:'+Wj 3 ac:3/8 F,Tf..S,S.tkS.,ANO f3VCLUOFS: :. REINFORCEMENT INSEKTT.�AS SFI014N ON SECiTONS HD6= ANO,tiDC-}IVC,:SHEEf 10 LOCK'MAY.BE'INSTALLED AT ;MMSPAN LIR''T'�MlOtiMUM SELOW'OR . ABOVE a11DSPAN,11S£OP LOCKINt`RODS @ tS COMPLEI'ELY'OFTIONAI. 11L1lYdi/llliiyrrl,�'. - .. FLORIDA,BUIGpING CODE I h; elbcif";'' Urrfcarce: one. 421t @:�10ti7 Elu"TERt+.biE'rAL:SUPPLx, WG. . �' BERTHA HVTM ASIA L E C t3 ir„�. ■ ■ Aecoriion Shutter Sys#erri KV r 0''W M WINDONJ EILADE COMPANY ATneriddn: ShUfter Sygt" DEY.No DES04mow VATf DPAWR W..' u1. TILLIT dr TESTING !� QF ENGINEERING Astocfatfon, In;. 1 Owl oeD 02/1 DATe oetoz/r7 R •T4s e3ss x!c.asu..BILA sce.Sas,Nal�e+t arm :rLa a1s 426$West Roads Drive p.: .. y.fi In w 44 Prw-t'txls)e7F tsao:,Fac (sas)s7r-1531 ORAWING Nc S'I '' � e1 EB-Daa571D Phan:(SDO)432'4204 .Fax: (s.;i)2o4-Baso r 17 12.2 1S' +� 'tt u map LTteaaOsol am West.Pofm Beach, FL 3340_T -+. A�,'�" �t;t %IR R,SLUT Jr'Pi�., SHEET .. FLORIDA lia i�44187 5. ... P. SET3,�'S16FJkt(Id�/DAVE- b 5 0 ZO POURED POURED .POURED CONCRETE CONCRETE\ CONCRETE OR CONCRETE BLOCK.. REQUIRED RMiUa O .CONCRETE ANCHORS ,REQUIRED- 1/4 6 2Ox3/4'5:5. .. g CONCRETE ANCHORS ,.. F;-. (SEE'SCHtDULE'ON - 6 _ NCR ORs. E E SCREWS +�/ 1 / (SEE SCHEDULE ON SHEET 13) / ( SHEET'13) ,I /' .•� (SEE SCHEDULES ON. ( .WM%1%4'120 /,. l'j f \ : f! ,i SES+ //f / ,SHEETS 13& 74A) ''NUTS 0 12'O.C. > /r--,7 21 /�� r Mint 7/4`0=20x3/4 113 rEO O MACHINE SCRE175 �f � `' / 2 --_ � � US1NG't/a•=-20.NUTS ____ •1.g. min E.D. ,+ _.250"ism Y .._ 13 oR 15' E I / t ,f __ r ...' ..250•Moi;. G 0.,,• .r,� .250• �o. (�,• � � I Max. OPTIONAL r lBN.' PARATION j ✓ :'`' , ._. -�,, ,�. t i� '' / "ORTIONAL IS TO 9ASS.(SEE, I 70 S i9OSONG OMs Qts ,, 1 '�R MIN.SEPARATON: �':. EXMV4Gj (SEE SSC�TEOULE,ON—, � G1AS55--z BLAD6T d& TO GLASS" 1 T GLASS:. ..) w -. .. T —(SEE SCHEDULE ON, .. - EKLSRNG , SHEET 11). ' 'I. .. ...... . HV 'WALL, H ADEft INSTALLATION 0,HV-'WALL HEADER INSTA 1 ATION B .—HV—MALL HM R 11NCTAI CAtEnN MGMc oosla c, G !6�l:.15{PAWattt,%f irr♦ { I' ,� , MIN.SEPARATION nr- TO•GLASS(SEE, ! 1-OR V�- � i' ., VSCHMULE ON: E%ISiiNG ' TO GLkSS, 1 I B!!OE(I�TJrD ,' i MIN..SEPARATION. f V GLASS (SEE15 EW.O- . ON SKEET 19�IX2 +A' TO GLASS; T. • ). BLADES 1�&(i s , (SEE SCHEDULE.ON. f t ; SHEETcOPTIONAL TE�o /E�-CeDONAT.� OR@$CR - __ 2 14r ., ,.-_t/4 0220.Vf4•SS..,PHILLIPS TRUSS HEAD S S•�PtTILUPS \,—CONCRETE ANCHORS t f �.f;.. 1$ MACHINE,SOt+EvrS usR4c L,.' "y } —.PZrE ANCriDas. ° (`E b' r (L�t^ t/4'.-20 NtiTs Iz•'Cf:C.. Nt MRsf®.sCREWs- POURED—.-7 SCHEDULE 4A) ,f. ., Min: ., Romeo CONCRETE .`,SHEETS'13&.ES)11 S}iEEtS,T3'k 14A} F � '. . -OR CONCRETE,BLOCK I OR CONCRETE BLDCK WN1L REOUIt EO ". NCRETE gI.ES,O REQUIRED-- O HV WAIL S[LL INSTALLATION. S EE TS;Is ULEs ori • PouREO'coNGRE;E— s,�EET�I t3&.14A) •F'HV "WALL. SELL (NS'TALLATIUN OR CONCRETE BLOCK WAL1.'REOU�EO' HV WALL SILL INS7'L ATION NOTE rarr'cbMBswiIDN•o�cccnoN� l t SEE.SHEET 4 FOR TYPICAL SHUTtER v-r O: £06E DISTANCE ,I N STA�LLATI O�N -D:ETAI LS W/ ASSEMBLY .. (SEESPECiFifATiQ49 ON SHEET 1.5)- -.SEE.UMRAAONS,OF USE:FOR \t% I-IV BLADE, 2-MCurmwN SECTIONS.CAN 8E CONBINED BIADEs IRI..ON SHEET'19 FN.ANY WAY.TO SUIT•ANY M$TALL'.AMlTl,,.. ........ _ ELORID9 BUIL DING CODE IIT h Velocity, Hurricane:Zone ®201,7 EASTERN METAL SUPPLY,INC. sF BERTHA H . A A.SeS.A, cordon Shutter System 1UMI�1t' oR Wyo Kv-w7tjw 61AOE.. *' American Shutter Systems REVS.1 Y.. W/ OF JILLtT TESTING &ENGItJEERING COIdPANY Y DESCIiBtieR GATE owstx:BY: KL i O ye esss Nw.sem.sn,s;.jos MC7Et eu £;s nmFoa.asI kssocfation. Inc, 1. GLo is aso o2/t T1ATE ,08/a2/T7 `16 PAons:(SOS)8Yt t57a,iFcx (305)8;X1-1537 est:TTOafIS Drive y. 'r.trS+JQ,.:. "��' ►t1t c-"mltecbgo9 can West Paki1 Beach FL 33407' .. DRAWING'No. ,1` waLtER a Tato Jr_P.E. Phone: (800)432-2204 . Fax: (561)209=838Q a- 7122 .PE Cf DATE: 'f1ORbA L.c.,J.44157 S .. _ •SHEET _ s 6'.'OF..20 POURED CONCRETE ANCHORS CONCRETE-- (SEE SCHEDULE ON SHEET 13) i to GLASS M, REQUIEDGERED 1 i ! j D'•j?-- SLABOF tl MIT w sa>:rg ism P t APPLICABLE dna E7isw,� a,nsCja g EXISTING s T ) �.• al. 0'• GLASSI �'t�c'"ori[a! l!✓O /. /,,✓s i.MTEm , �TOJ4"HEX . _ t v WASTER HEADn it 3 TEK SCREWS®- _ ' }f 1 T1 OR S ; 3/e`€�mm 12'D.C. i i i'i oa JJB'I wxA. CONCRETE ANCHORS ++ GLASS—' (SEE.SCHEDULE ON ++ � i i • + SHEET 13) ,� y/ 8 ✓'/ .''y ; ,i EDGE OF__'1i. -dX EDGE OF ! / OF J -IF SLAB C i .t l i ✓7/2 �. t/ .�:..' EDGE OF l / ! r/- SLAB:IFV , .r APP(JCABLE I , 'ADPL#CABLE y ,ri: r'` APSLAB IF R1C/$lE � f! t�s/,r✓!! AP%3CASLC , f 1 /,• TO CAM M. � ,r } -'' 77 POURED e a«RAOM 1g REQUIRED XITHEAD'CONCRETE ANCHOf RSREWDPOURED Q CONCRETE ftAT HEAD CONCRETE'ANCN0125 (SEE:SCHEDUIE,ON.SHEET'.14) REOUIRED. :(SEE'.SCHEDULE,ON.SHEET14) 0.BY CEILING INSTALLATION '(R, Hy FLOOR INSTALLATION ,t 0.Hy WALK=OVER INSTALLdTlON t:TRENCH .INSTALLATION VAUD,ONLY fOR UP�TO+70; -75::PSF AS.D; L DMON::PRESSURE,RATING'.&FOR.SPANS PER SC ' ....HEDU. .LE..'$ r SH ::EEf 7•1 CONCRETE'.ANCHORS. . i }—(sT..sannufc an EXISTING, ! Dw 19 _$ E%1 :I k9N-SEPARATONt L , �SC14O&..ES A) c TO"GLASS' D (SEE SCNEDN.E.ON, —'� fXTSTICINNS_,_} E � GLASS , — rf5. r; -unt.a CLASS r' .At1N.,SEPARAT)ON � ! f �m s_ SHEET 77. +` TO GLA5$. 114-0 r.'----- /4 6 vpcm W/ {SEE SCHEDULE �iDr� SHEEP 11) iFUUtcbI.OLY Oft i/s'b fQlFSS t A`RNIXLS W/ f t t. .. £ASiFThT6 TMEETI L OR.. , to%3 4 HEX a¢` E.D +�r / •,r OG lR TO 4'-0'3'A4 Arld: f F 1# ...... ___. if' ,' >>' j- +:f kYd. tIf WASHER HERD - 4:i7.C,fQF�.¢tT LARGFp,1,lWT. I:1 _ Ifar i 4x3%4" HIX HERD ;;' t- Ei 1 3 8" / 'TEK: "a z.. n. 6- [w']0 F. vvL.=I f / T-L O i2 a C. "• / ,li ,t• y+T AT EWir L fEA7 TbK SCREVIS B'9 O.C.—I. / ✓ / TIW.)SgE NOiE.tt w SfEET 11 �. OR'i/4 0-20 S;S.U.S, i CONCRETE ARCNORS. b / "�Y ] 7/ ._ yi4x3/4 ;SA.S, I 1 3J6',; €� i,( . f f. .� 0'9" Std MAX. W/NUT; H D.C. i ..•(SEE SCHEDULE'.ON .? /7%2 ./ :f - __ A SHEET14) 7'- M_ > /' �,/� /. F,s .• t{tr' �, � >f _ ® i. - �i 7/s a Zos�Ga''ssr N5 /6' 1 7/67• .d y !` f:.rm !Y / . .( , E «3rfe�ETE ANa3s tax3�3 FH sos: V.—T,ac ris SEE NOTE 13(C) I �..'. �/ f A� {_. D. POURED CONCRE"fE '.(SEE SCHEDULES�6N OPt.SHEET 7 77irsTsvc Nuri Sit'iliC(UftAL OR CONCRETE"BLOCK' 1 +5t{EEfS`t 3.:2 d4R)' ,.. SHEET 3(b) ., WALL TfNI'(a[C6Ai14E E REO .. .. OR-CONCRETE BLOCK ON,SHEEF d;. w MIN. E D.: SELL) QPTIONN. POURED `'EocE of HV WAIL FLOOR INSTALLATION; REQUIRED - -• cgecRcrE RECIRED AREMIE PPLICABLE, 'J HV RAINGUARO INSTALLATION t U HY WALL WAL_K=OVER 'INSTALLATION - c KEYSTONE MOUNTING INlAI!bTION NOTE FDR CO71$ENaTIGN-OF 5ECT#ONS: . - ... .. NM1%se/4 ASD DESMSi.PRE558RE;..+65.--71µf _ ... "� 'THtS INSTW,lI.TtON St1AlF::BE' mkrmw SlftrtlEH SPAN e'-o"`E D -£IIGE DISTANCE •, t-SEE SHEET 4.Fdft}YPLCP!SHUTiE(i> .. REAt0VA8LE WHEN PERFORMED �SEE UA1i i117ONS-OF•.USE;£OR .. . ASSEMBLY (SEE SPECI3CATEONS.CYd SHEET S3) AR ENTRANCE WA OPERABLE flQT _. EJA` 2-/dp71NF1NG'SEC0pN5 CAN BE"COMBFNED OR ENTR7�,NCE BADE , ON,SHEET 19 'INSTALLATION DE"TAILS W M HY BLADE IN,ANY•WAY TO SUIT ANY INSTALAAMON.. Tt " FORIDA BILDG CdDE (MONh Ve10ci hurricane t � Zone ` 0 2Oi.7.EASTERN METAL SUPPLY.INCA fcENsfi ��' aBERTHA HV TM o x a L E-C o"i A.S.■ ■' Accordion shutter System % �� American ShuKV. MADE tter Sysfems RLvxe DESCMMON' DATE DruwN Bt- M)' .. .p? . TTILR TESpNG &;ENGINEERING Ct1A1PAttN TATE OF • A330Ci-#!dn Inc. , OLD rs-Ded /OUT LUTE_ 9 t@•ea mss:N3v ssLe..ser s<365'M2GINU1 c+xeLts<I-t Ami. it PhonA„(TQ4)BV7-753G,Fox (3G571�t53t 4268 West Reads Drive 2 Rl ,a�cP a-maL;tptecooco#:com West POIm Beach FL 35407 -- .- DRAWING No WALaEa�nus'Trls�ae: PNef,e: (6ns)'.asz 2zoa .Fc.: (561)209-6380 1,7-f22 P.E'd'>Eq STGEiA 'JDATE ;FLDFIDA LIe.':1 44167: 5 . _. i SHEEP. _. 6 7 OF'-20 4 Q SEE END WALL,-CON Ls ON' MiEETS & tiT�� a� �on . a INSTALLATIONS Wf ' 1 HV rao uFRRA[E rv oGK S. ouT sa. Elamc GLASS * BIADE STACK DETAIL H1 T IS MD FOR ALL BLADE 'W/. HV CENTERMAIES cfnrEtrtsata-s AwPua:ATiax Wni,BiADEp^ }} ° o, ' °":✓ �:J* OR ' SU END WALL MNECTL tiosT?z+G cuss DETAILS ON SHEETS 10 IV, 00 212 ,A'x1/8 2- .. ®'.' $ -7' �.. {bIIG3 7fr ALLOY}AW3a. y Y"� Y:/ `OPP051NG SYMMETRYCAL ANGLEi/4 6 TAPCON. AncsoKs m CONCRM {. GENTERMATES CONTE ATE5 ta1n.sEPAxAnou (toP/soTrost}'� i; ftoX3/4•S:u.S,®>i2' (4aF10><1/�';sSe S.Ta'rusE"� ..I - o:c:Iva LEtaGMai; .E W/ HV tOC ar / (uV. LOGt< o ( u It TO,CUSS $I{+} AT;£ACft-ANGL&Li1•P} TO, 4— I a - - - f 2.... t— OUT . a DHVQ HV8 " POUREO.CONCRE#E+OR I REM 0 ((��''�� ))*—E3435tiF#G GIASS "+ : CONCRETE,:BLOCK WAGE Q � } SYMMETRICAL * !taw sEPARAnoN GLASS 1(8�.�g t 9 t s tt' • �}3 � Emsnn GENTE(tMATEs N * 8-0, ;.�7 To GLASS- ( �f G4 S �• * AA^�� � �CsEE sGnEOOLE ON `=/ m Wf Hd. LO'C_- {oPaTio) ti) i F SEPARATION 2"_@ � {SEE'SCNEOULE O SHEE(11) ANCHICH GORSO® uARI � E f N.' � .. ,. l/,/.1.Oe *•:' ., ` .rF Ir SIARIE;i,. ✓''fes +,iV ^ ' 'oUT HVE HVF** HVD r�?�J(��""�'�. FLORIDA B()lLpING CODE (Nigh VelocityHtarricane Zone _... _ _ _ Cif'2617z EASTERn METAL SilPPC]',iNC. BERTHA M /►h Accoridion Shutter System, A.SuS'sAm KV.,W ADE$1W/Pk W/O KV Vi MW.IiI M Ameriogn $ Tltt(T TESTING & ENGitiEERIHG'COMPANY lit11 ms wVS18 ,tto aESG81Pn6M DATE Dw.WN si' tre. " As$4W#6tlon, lop. 1 0M 1S-080 42/1 DAZE: 08/02/17 *r S GM aL14_31rad..5t,2 3m,VItiCJNFA GiADLT+S.,naFmn 3516 t� Pharo'.• 365 t 153a.F (365}eT1-,1ssr 4208 West Roads.l3rive 2. WI llo 7 – West PoGn'Beast! Fl.334OT mmf1.8�IWo iB- Pfi.: s: 1 DRAWING �:� e>t 1Yx1.TER,R'70.1JT sr.P.E {SO0�432-2204 Fdx:{551)20$-6380 4 ...., ... 17-122. ��1x,,,�.,�a� $ SHEET Pl�SF�yi /°"7E. aLORm+t3m;'g}srei z0 A ERNAT R ALLATION .W/HV "T" ' LOCK MALE/FEMALE "T" LOCKS CENTERMATES` .s LgckERS W. t HV BLADE '* sEE ENo 'c ommoT1oN urrais om sNEETS to,a is INSTALLATION:(b HV BLADE o—v- IN I,. sncO x oEaNt srvf:rm arc0 on`si r g. 0 ,1 ° W/ HD CENTERMATES ) t atm ri�u . . ::WA� CTIISN w4 wEu u Aad iuv 5e�osFa rsns+t '�pztEnra �t,.s• 7 r.8 t 6+ � ec r t (�{� �q�� �� wolcrifn au ntr, xvc sxaxix�x rws s.�cr. .,a.�FN t�tltlE.—.�--7 t0 r O1�•�®°"C1!0p1 - DUAILS.oN:SNEEM.to R„is I ._— ..(t)3?arjz 4 i .3 fN :O Hv � HV v)�� {)�). : - ..t_ .4 rK' s - tsrr (fNSIDE) I VN it I i28 ©. ��� 31 art 3 t,31 oa�� 31 oa• �— , 4: } * SEE Not a tiHR Hv, T" LOCK OUTSIDE -_ Xtf�7/8Z# x 3/32'WIN =! tCaxrowu) z / S.M.S: 35 6NUT- tau-H B V8 OIJT t� gym,g; ` . SYMMETRICAL HD CENTERMATES: T 1 NV L ) / SYMMETRIC HO CENTERMATES Vj t LOCK IN �` W l!0 - EXTERIOR) HVG* —or--. �'saes saaa uzwl%via `� tzoia-r�ouaq r.�ac4;kt,wa€awx �"`�°"®•,eo�°°�,ta�}' .�a<. sN�sr-tartsEm PA"I-osz0... VINlffRCiEi.�ED Bi AVl1EL,.GY,&j?RT SE%fatal.'PNrs:mvE11'/.:aEw�OWlY @.•.O+�a�+.]�.•r( o� 07054 0.4 EaiLU-. 3 Q' s¢ ar wr3w+e:r�sp a erog I="eri sails +R�'w:rmxsei.'nwrw3 r?uE.C�`d�rrxi.McaMgu.s l urum roR'a co rcnurzs.erinws rmx auotp. FLOATING STACK ,trj�rtlir!ri �l FLORIDA;UILDINc CODE (High Vwcicity.Huiricone.lone .. .:_. - ti! �`,:'• '.� - .. 0 2017 CE BERTHA HERSIERN�METAL SUPPLY..INC... _ tY,m 'ask'`= A.S.S.A,. Accordion Shutter.System:. r K'V.S.AM#j.W/W WO,KW System SAM . lr �!'r�' Atnsrtt)at%Shutter'Sys#etrts pEV.Ra-. nsScwPtrox 'aaac ,rraawx.er 'u:L TICCIT TESTING &l:NGINEERING;COMPANY As'sl>citrtfOn, Ing. a; aLn is oea /m/1 WE; 08/02/17 -;s9fi Tiw 36i u e. Sf *ViMCWA GatiDtT,F DUA 33 - .. 4 . 4268VJest Roads:OrNe "z;" . _ l t S t� `i3°emaxr i Fax Wast Palm Beath, FL•33407: s3 1DRAWING No cS'�+f ' .,..., t'���►°° W.a h.•PL Pham: (W)07-2204_Falc(sea}ias-Bseo '7 �AIQ ENS" tts SHEET .. PE $F/4L/ IURP;�D#TE ilOacur r.:�aEte7 _ s. 9.0 '.20 POURER CONCtiEM POURED CONCRETE ED-CONCRETE. \ -POURED CONCRETE;Ott i OR CONCRETE' } OR CONCRETE I OR;CONCRETE C f" w REQUIRED BLOCKMALL 7�— BLOCK WALL REpU RE0 7— ' BLOCKMALL t1 REOVIREO .. ,1� BLOCK WALL REQUIRED 't / 1"�J .. 3 / .1 EXISTING CLASS ExiSttNG GLASS j CONCRETE ANCNOR EXISTING GEASS' f / —— —^ r ' NG GLASS .:; +, m aASS{SEE �.sumw"ON ..":� �TG d 2 l ..C3. // f T SWARAMON dTO .. SMi£DULE SHEET' - !! W4-SEPARATION <L' TQ GLASS( E / ;"a �, t mw+a f �r Ta£mss(sem / . IO CUNgs{SEE_ EQ E1 stsmtaE os sfT F j }} 1/46'x3`MAX,- -._. SSt•9#Ef9 t �.r f1` i SAND %' ti FOR Rt D .:: 11 Fi7t l-(�,). §053-76)CONI.. EA.AUF"(tf&.Q�. ONS-EEI, Effie ON.SI-M 19 FOR ON 9i£Er 19'FOR (.ALUM;CLOSER 'BtADFSt>)k T/ l (LOCATE AT 'mm(t}a=,� /. i Q) (iifOFSC)�:Qi . ETTNER SIDE .. `, PLATE. (LOCATE ''�)"2'T'� OF�} AT'014M SIDE MIN 1 4/2'MIN: OF(8) .9 AX. E]"OR 2 M 16 O.C: � { E}x _..__.._. .. _.......� �PUCARLCLiP ANGLE t AL NUM ®.T6`D.C. .,•. ;�: u•.��,.� �,., f} (6053=T8 PLLAY)AT t.OtkiEtGNT fes}_ (1):#4Dxi/2 su S'10 & t f d T-✓ ` f (� {2}7/4'D;TAPCON$,iWCtiURS TO _ [ �•;.! • .... ET01t X F'0 } OR f WALL AT MER SIDS'OF a)OCATE AT' ,:.n i SEED �. ... SIDE:CONNECTION" P .. ' { 4R.' QR 1 ':e.:/• i . RACKS y,V. . . . S�OETDECtKN Oa E'CONNECTION 8 .{ �1 TO TRACKS g .7m g (I'D,,}aO 01 ? Q. _w•� a + � �.� � f�°'�J �°` a'�".�ax�i ��� �'°' Q'.'�. � Q�`.9":�..53J�(-9✓°°41l'� 'Cg.�,>"�:'�io"��•®?.�sa�•� a- �•�� «� c��t� a.®�� �,a�.�;a�a�:� EI�D CONNECTION DETAIL�, END CO ECT O DETAIL T END .Ct?NNECTION QETAIk. END CO IPIECTIQN DETAIL 3` f i ... _ POURED CO - ... .. ONLY FOR SPANS CREAM TTiAN Jlj CO'3CREfE BLCtCKENAii / t90STtNG EXTSTING GLASS -TM REQUIRED GEF.iSS'.. � - �✓ A4ardXv •j {t i/z sM.s' ;MmL•.S'EaAttitna / m.CiASS'(gE f Y6 £T!C! m'QASS(SEE ,t' I SCt DI$E IAV c94EET' SCHMk)E`CN SI T" "+.,. .�+"r .1 6i t i3R '-)R,'t .OR 11 FUR MADE(,T)FFD CONCRETE �;i/2'^Ma d1 FOR MADE C})ld,D' ____..� _..t ,. ON SIM 1 9 .ANCHOR ` & A�` �+ ^y}---_ _ OR OR(9003OR,C- CONCRETE.'ANCHOR y F - - 'c f D.C. Nj f -_ 1'2`MIN."" , TLK ,/2`MEN. SEE;L9dRAT10N5 DF USE,f.DR, it �..•r IILADE�A,oN-SHEET f9 i OR1E 0RO 10 VIEW iP REaun:E,n. - DETAIL UK • POREDCONCRETE.OUt END INSTALLATION.X3 ALLATIONCONCRETE BLOCK WALL � pJNY BLADE OR d 144 WINDOW BLADE INTO ' ... CONCRETE OR CONCRETE 'BLOCK WALL. ag4 END. CONNECTION DETAI 55 Q a)— �^�:���p�+�ii,�D CONNECT ION DETAIL��.-... TLORIDA BuiLCtiNc 401JE Ah Velocity Hurricane..Zone 0 2017z EASTERN METAL,SUPPLY.INC, c ... BERTHA HVTM rT�7rrs7'■ ■ Accordion i i w hvauo�v istem, Awx American Shfstter- Syst"iris RLVA* DISCRWRON,., t>AttE pRawN En rd.t. w - TIUR TESTING do ENGINEER[NG'COMPANY ? (}� ius nm nein_n sa jos. sxs cu xi+s.naaw.s�t ASSociafion. `Inc: 4 mn,s oea laz/l natE oaNt/rr ••�+ -., , - i'fvma: £305}1571 4330-:.Faer £30.5}8.71 1535 42$8.Ws'st RaddS�Dove.. p .. . tir � IDr (�(�,/p oe—mad toteromaoLcom 'Went Pblrn 80oeh, FL 33407 D Na Flz«re-.(aDD)asz–zzoa Fit: (SAI)Z09-8380 17-17Z ,,... I MIF FIDRDA' F 80,87' _;6 SIjEE 2T3 5CFiEl3ULE-j P F 2' �r Du F. sc�jFaui.E a NO . .. .. (t)L{; MUM ALLAWA&E SPAN FOR ♦.SERMAIIN4 TO CLASS REQUIREMENTS: )K " MAXIMUM SHUTTER`SPAN* IMUM SHUTTER SPAN*"L+`,. ,lMUM SHUTTER SPAN*"L#" NRkTINCPOSIOVE A.S.D,DESIGN PRESSURE MAXIMUM SHUTTER SPAN Li" OR L-' (ft.} "Li" OR "L-" CTI.) FOR R °L (ft.) INSTALLATIONS R'."L (ft:) 1NSTALLATIQNS L-:MAx..Atl4wABLE-sanN FDR.A cn2N (1)SEE BELOW Fr,R'MINIMUM SEPARATION TO FOR INSTALLATIONS Yt/ I/ { W NEGATM A.S.D OEM PRESSURE RATING GLA S$SCHEQUt-FOR SHUTTERS INSTALLED WITHIN .& or INSTALLATIONS W ` W/ ONE / THE FIRST 30'-0"ELEVATION OF BUILDING BENTERMATES. SSE & W/»TWQ.HV OR & W/i7NE HV [OCKS: 2 PROCEDURE TO DEtERWNE 144 c7MUM MEASURED AT BOTTOM OF SHUTTER. HY ROCK ar� or or HD LOCK, Yd/ OR LOCKS OR 0 OR Y.I NO LOCKING () NO LOC RQp$® CENTERMATES & ONE HY LOCK OR / SPAN Fral WALL MOUNTINGS DR OCKING RODS TOP�/Bou 005 FL{]OR/CEfl1tIG;. (2}MINIMUM SEPARATION tp CLASS;FOR:SHUTTERS LYf ONE !iY LOCK` Yd/TtYO LOCKING ROpS OR 4V%' NO OCKING QNE HY LOCK OR: - /, (vAUD FOR Ja0UN47t•7c,Q MSTAt.LEDAt3OVE 30'-31'ELEVATION OF BUILDING, TQP & BOTTOM f SEE fi1QTE$t j$ RODS •(SEE NOTES fit$ OR MD7 GIVEN A P0547VE A S.D.,DESIGN PRESSURE MEASURED:$T BOTTOM OF SHUTTER IS V. .. ( .. R:' ♦ SEE NOTES`t. ..... ) RAT1N0;.DEIERM64E MAiQMUM SPAN"L&' ai�aaeuyRXiy 'CONCRETE at,WOW ivww.w CONCRETE FROM SCHEDULE ASAu CONCRETE&'WOOD INSTAUATIONS(S` INSTALLAnd;,is O 'pmecs" t iNSTAUATIONS.C1� INSTALLATIONS GIVEN A'NEGATIVE 1 S.O.'OES;GN... t WALL IdOUNTiNC FL n�iOU•'•••-• G -- Fl.ODR/C6LIRC MOUNMIG PRESSURE RATING ,OE(ERRtiNE fdAXtMLiM I,tINIM QN 7p B /CiB1ND sAM at. WALL M GS, RMC _ .ai SPAN"L-`FROM SCE1E RMIR. UM ff+ARATi A CR... TF t) � CFA7NG;NtlUNI1HG5 t(D I_7 FLOOR/CEILING MOUNTIlM, .�1p .J FLOORCN "Mitirm, SHtRTFR Wl ONE LOCK 4YITFlQUT-I:r,tCKING'RODS, _It a. 1.4 0 'L-N t+(d):. L'-IBI...... - rl2"- 1,._10 L'.(q) L�L t19 L.=�.(H} L f ($J I:-(f�..: flNAL�TdAMIINIM ALLOWABLE SPAN IS:EO .. ." 30 3" 'T07HE'AI MINIMW DETERMINED:SPAN. .._ .1<'-9' 2 13'-7" 16`l-4' - 'SO. 43'-2" 76•-6. :SHURER INSTALLATION Wf-7fV5'FALLATtON:W/ :BETWEEN 1-+'AND R.-". 'e)NMerolnai 35' 127-8' t4'-i0' 72'-8` 14„-10" 35 9' '13'-8" 35 12'-T 15--7 35 12'x' 14-10•. SPAN . ;42'-9" 40 12'-2" 15'-2' : 44 12'-3 IV-10' (3)PROCEDURE TO,DEFERMVE'MAXIMUM .CEMERMATES CENTS S 40 42T-3' 13-i0"'. k2'-3` 13'-S0' 40 4' 1D5SPAN FOR.COMBINATIONS IN BEIYIEEN45 7'('-11• i '-1` " 11"-11' 7&'-/" .45 1` T2'-0" 4S 4,1-'-9` 14•-,3•. . a45 11',-71` I3-1.' ' 3 S/B's 4MALL W%FL00RJCEIUNG.MOUNTIFlGS? tlR.LESS.12-5 50 9' 50 '.71 T 42•-5•.5S N'-4 11-14 11'-4' 11-10"' S5 6' 10'-11" S5 _'IV`.3` /2'-'11' 55' 71_2 tY-1O' FOR-A.Gww POSarvEASD.DESIGN' 7105'.TO;1AA! 3 7J8b 4' PRESSURE RATING: ALLOWED 60_ 11'-.t' A 1-4" --7T-"Cr 11'-4". .. 60 10"-3' 10'-5' 6D 1 I'-Cr: 12'-4' 84 44-2' _ 1fl-tY DEIERMLN£ ,,. .. s USE 2 1%2`FOR HD LOCK�5�:{ ..OR ME. ^ 65 70'-f O".. 40-40" ,f0-7' 39'-:10". 65'�. 10'-ft'...,� 7Q'-0' 65 _.1D-9 1:7'�tt' _ 65: '.9'_5" .10'-i' L:if="MAX;SPAN F.11 kL MOUNTING. U5£tNDtCASED.VALUES FOR 71V CEN ERMA 10 i6'-6" 't D•-6• 14'=2" 10'-b= .70.. 9,-8• 9'-S' fi0 X10=7 .. •1.1'-5" ,70. .:_.:8'-9'_ ....9-4' ...INSTALLATIONS'., . 75 1fl'-1' 70'-1" 9,..-7D. _t0'-1' 75 9"-4" g'-4• 75.. AY-4 71'-1' 75' $ g`_ Li+ MAX SPAN;FOR FLOOR/CELUNG' MIRR! M SEPARA]IDN TO GLASS:c E D f F'. 20 &'-10" 9`-?I' .9'=7' 9'-10". SO 4'-4' -S'-0' 80 _ MOUN'4NG IkSTALLAIIOHS. -SHUTIER W ON I=&.TWO LOCKING RODS OR RS 9=fi" 9-6" 9 3- 9-6' B5'. 8-9' 8'-9' '85. 9'-9 40 5" FOR A GIVEN NEOATNE,A:SA.DESIGN .^ 0 LAS . ONLY TWO PRESSURE'RATING;' ' 80 _ 9-3•` g'3' 9 -Q` _ _9=3'� 94' 8-6' 8'-6' .... g0 .9'.-5 10`-i" ' DETERMINE:" .SHUTTER INSTALLATION W/ INSTALLATION,W/ 95 9'-0' B'-9' 8-9'.- 9.-0' 95 8'-3' 8`-3". .. ,95 9'-2`' 9'-10" Ll„- MAX.SPAN FOR WALL'MOUNTING SPS, SYMME7RIf.,AL fit... _ 144 $'-s` 8'-4" -6' $'-9". IOD 8_7" $`-t' 140 9'-a 9'-7' 1NSrALTATtONS: CENTER7tsiTES GENTERMATES `145 B'L.7." 7'-tl" "B'-4" _ 8'-4' 1A5 7`-17.' T-it' , -405 Lx,= MAX:SPAN FOR F1J30R/CEILING Tom" MOLINTT1iG�'!'ALIATtONS, OR:i�SS 2Jf4".:�s 3e3J 7'-7' 8'-2 T-1t 114 Y-g' 7:=T tip 8`-7 9`-2 MA74MUM SHUTTER ._ - . - �- t15 '8'-2" 7'-3" 8'-O' 7_--7' 115. T-6 T:-3" 115. 8'-4 78'_1.1• FINAL I.1AXf1dVA�t ALLOWABLE'SPAN,lS.E >705'TO MAX 3 T 4 •.. SPAN'L-i"OR 1-`F'OR _ I, J 7'-4'' W-11' '120 R'-2` 8'=9' INSTALLATIONS INTO,WOOD' TO-THE MINIMUM BEitVEEf+E'U+;'Lx3', ALLOWED . .-I 120 - 8'-0"..... 6-fa' 7-1 7`-4' 124 -L,-.AND'6-w" USE 2 725 7-TO" fi'-8," T-$'... 7-0" 125 '7'-3' 6:'-$' .125 '8'-O" 8'-5" SHALL BE;LIMITED 70 1U5 15/i6"FOR'FN'`T'LOCK��W/'� 7'-8" 6'-S 7--6` 6r9' 130 7"-1" g-I 6--5' 730 7'-:10` ' - psi..'OESSGN LOALI. (4)GO TVANCHOR SCHEDULE•WITH FINAL ''L"r:USE 4 1/8'FOR NV'T*LOCK, 0 73D W/e 135 7'-7" 6'--2' ,7'-'4" ,6'-6' ,435` 6'-1:E' 6'-2' _135 7'-9" 7•_9• MAXIMUM AUZWBLE:SPAN.AND,NEGATIVE USE INDICATED VALUES,t.OR NV CENTE_RRMATES: A.S.D.DESIGN PRESSURE RATING TO: r-L 1'40 7'-5,' S'-11' T-3'` .6'-3" .140 W-TV 5'-11- NO T-7" 7'-6' DETERMINE WM.ViM ANCHORSPArING. Ij�^FAIIATION LGEND: 445 7--3" ' S'-9" 7.T" 6'c0' 145' b'-8' S'-9" .145: T-S`150 T-2' ST-7` T-0" 5.-T0' '150 6'-T 5-T 150 ­ 7:-4` T=0ar.&.1+IAh`Sdi[t WOOD 7"-2" ...t. I'{;V. .CORER CENTERMATE3 MAY BE 784. 6-it"' S=2" 6'_9rS"-6" 160 6'-5' `5'-2' 160 7•'=1'' :6'-7" -USED AT'ALL MOUNTING'INSTJiItATi0N5:LOCKING A. @ �C.,D, E, M.N:O.F Q,:.R. V-4' F,iK'& L.. s Y.165. 6'-30" 5'-t" 6'_-8' S`-4' 165 `6-3 S" 1'.. t&5'. 7-0• SPECIFlORTI08(S'SH+itL 8E AS INDICATED ON"170 '6'-7" 5-2` :170 6'-2' 4'-41' . 170 6'-ia" 6'-"2` ,MANDATORY CONDI ION 42 NOTE,#,5;$HEEL"S.,fi-5,,,., S=a175 : ;b'-1' 4-9 775 6,-9_ -o' , T.U.W& X. 175 6'-z" 4=-9` MOUNTING. B^ H. I ii .1 180: 6'-6' 4-=8" 6'-4` .. 4!--!Ow 180 6'-0' 4,.-$" 180: 6'-8' ,5=10• tt EXCEPT THAT M'WM.M SHUTTER SPIN 1#"OR AM.IMXIMUM:AS.D. -h M. DESt,LTL PRESSURE PA, FOR IN TALLATIONS INTO:COtiCREIE OF2 CONCRE E: . 485; $ 5"' 4 6" 6 3 4 9 . 185 5-1 t' 4-6' 185 6-7 5'-$ BLOCK SHALL 13E UAIITED AS:FOLLOWS: .490 5'-10" 4-5 190 8'-6 5'-8 .. 19D 6.4" 4-S" , 6 2 ..,�4-:� 1 CON0ECTIONS TO KEYSTONE.MOULTING UM1TE0 TO i;$4, 7'"1 P.s.C: .. =3' 4--3' $-1' 795 S`-9` 4-3 .. .195 $-5 S`-5 'AND 6'-6`SPA .. �, L.J'� DF..�6'- 440 5=9^- 4'-2' 4 5'-3" SEEMOUMTI,NOM ON!SHEET.7»205' :6--0' :4-160 6".^3' .205 51-8' 4._1.. � -6,_3. 5,-1,. .. .. 14411°tib R A rj FLORIDA $UILOlNG CODE' tti h 1/el4cif;IiUTric4rie Zone) `. Crj .a 2017 EASTERN METAL SUPPLY:INC. �, BERTHA HV- -�I. ■ ■ Accord on Shutter System TILLTT TE E 4►V /N;e ■ ■ H V.81bDE. ti:Wl'OR W FLV,IMt�N BADE ENGINEERING C.O-MPANY Amertcop 'Shu#er,Systeh s RLV.N. u>:"nloPC :DALE lappa"fir. M.L IteG4�Daa1.`e6m. .. Awoetaton. Inc. x OLD,15-ON ,.. Jut/t AE66/02/17 sm itm-36U S 4 4268 Yesk Ronds'Drie r _ 3os)9t+ sDRAWING mil,GsNo Wsst Pn1m Bunch FL 33407 .t 22 WAITER158-00LU71Jr F.E. Pham:.{840)432-2204 ..Pa,.(56'1)209-8384 �.< .... -74L "�41rx FL4RmA a 44ia7 a 1 1OF,20. : =QBaa�t nARABAAAAnnnAAAAAAAAAAAAAAAAAAARARAA foulanningleAApnnAAannn :1=0 �a80811 elloABAIAQnnngnnnnnnnan aCOINaacaeaaa�a�a�as�naQaaaaaanan ®QnOnARmQ8no0nn8QRQ183110QRQ88a vamp • . 4 -QalaaoaoaaaIaaoaaosoa®alic all I0880dn® © - QQ4aQQ�pQBDq�QRgq�9�QQQQ�QQQ�C00QQ®Q���8a9 DanaanC nApAnaQGCiQAapflQnMOM M111011111 ��BaRAAAI�AaQaQaQaannaQAanAanAaQaQAanaaaa�la Rom a an I 0RR iQQdA��QQnnQQQnn9QQQQQnnQnQQQQIBM � on am a�aaalocal —EBaMaa�®aQQaannaaa-on 111101 °aaa union M -� -oaaea8a8�8�e�a8�aaee�QeQaQ- ®aaa�Qaa aaaan - r : 888888888®8888Q8®8n8888aa8p0Q8Q0dQQa ` �^�8B8nA8R8�3AAAn88���98��R�R�Q���IBR�R��11 III cQQQ�a®a°Q�Oa O QO�Q4Q n a�Q�Qti®°AQ Ilan IDIOM oil QaaaQaaaaaapaaaaaaaa®QaaaQQQIII =aaa1: so QQaaanaaaaaaaaaaQa�aaa aaa aaaalocal anBB so an aaaa1111 o88ae88888 am see Igloos-anaanaaaaneanQaaaDo Immeamaamamaaa X11319 Sall®anaQaan Daaaaaaa8aaaaaaaaaamBaRaammRam�A54a0maD8Am ��.. t3a8QQaaa8aa88aaaQaaaQAQagoR�nnAAananaQAnnAa eaaaaaaaaaamilm anamaaaQa aaaQaaaaaQQQaaa 'aaQaadaQaaaQQQQaBQaanaapan noun Ballengee asaQaaQaoaaagcaaaMaacaaQaaanaaaQaaAaaaaa a ` - millaQa aaQaaaQaaa aaaanaaanaanaanaanonanaa x . 338888 888888888 888888888888aanaanaannal 88888888088898®88889@888®88s8BB89888�aaaaa -aaaaaaoaaaaaa8aaaaaaaaaaaaa Imago an again 0alocal 8asaAAnaAAAAannAAaaaaaaanQa�RaaQang Igmmlaaaa aaaaaaaaaaQaQnnaaaanannnnaanDun 8massa9gaQC a QAdOAnaaaaQa6anaQanaQQQamQaaa �a9aQaaaCsaINCIIIII Oma�paanQaaaQaaanaaanaa ®CnaaaaC�gaa6 Qaamom InQma"llm a no naaQanaaaQa - - 9888888888888888881111111mmm a88888a8a8anaaanaaaana o : 000098000999088909 8909980890Qaaaan aaBaaBaaaaa808aaaBagigging 8aaaaQaaaaaaaaaa 9AaQRAA nAARaAQAaaaa�lAAaaaaAaQAaRAaAa �I Iaan am could QanaaaaanQQanaaaaaaaaQm '�Qanaaa ] 90a®a�QaaaanQannnnapaa�QEDEDaQa �aaQasnaCl gaaa88H8s "MIQQanQQaQanaDom on =01 IN -Imam- =alBnnaana anaaaaQnain A8888888888888888888a880a - adaaaanaaaaaQa - gnoamae�8888among ona0�88a0 aMag®8Q8�9 MAXib ;!ANCHOR# AFI (jp) a HED f EOR A Cin" ylex_ St4�rrTt p PAS-D,. *5PEClEimnONS ON MCHOR REQUIOEMENTS:POURED GON6RETE OR 60NICRETE'BLOCK SUBSTRATES �" :t1 viTlYf L_17`A AND A CORRESPOh " Fd� lY�R)R. ! O'E I1g7A1MTI4PL5 .. (SFE MOUNIINS L R h'H.ON SHEETS 8'4 7} 1-ANCHORS'10 5USSIRATE SHALL BE ASFOLLOWS; h .. POtlta2D E' (A) TO IDOSTMG POURED CDNCRM-'(Min f a-3 Ica) MAIOMO... V WALL'SILL.MOUNTING Q CEiUNG MOUNTING @H 1_00R WOWING- d •-ENID 1/4'0 TA.PCON WITH A7TAHCED THREADOURM TEI:.NOLOGY ANCHORS:AS'WfUFACTURED BY LT.W.'BUILDEX.(MSn.Pa,=3 ksl) SPAN- .. .. -1/4",a X,3/4'ALL POINTS SOLID-SET ANCHORS..AS DI5RpBUTED BY ALL POINTS SCRi*7 BOLT&SPECKTY COMPANY'(MIM Cc=3 101) (1t) _ A.S.0,DESIGN NEGOM LOAD Pal AS.D.,OF91tlN NLYN71vE LOAD tpi` AS:O..DESIGN NEGATNE LOAD TAPCON WITH ADVANCED --t/40 BLUE TAP CONCRETE'ANCHICRS W/'CAPIAS MANUFACTUREB BY FLORIDA FASWMIS Ll6tfCT kNC..{tJ1A,Ce=2 I.) . -3tl 40 ti0 75 8p 124}6p 2O5 30 40: 64 7S 90 i20 11 2O5 34 46 S0'T 7S 90 iZ0}6tl 295 1NF7EA.DFORM TECHNOLOGY 1f4 6 TAPP'cR+ANCHORS AS MANUFACTURED BY POWERS FASTENERS'.It1G.,AND aiSIWBUIED.BY ALL PDWTS'SCREW..BOLT.&SPECIALTY . 1t 2 '10:.9. a 6 B. 5S tt t to 9 s-.°8 6 6: 14 121,101.9 9 6 -6 - - COMPANY OR ANY OTNER,APPRtX+FD.LICENSED OR AU HORf2ED VENDOR,REGISTERED WITH THE AMERICAN SHMER 5Y'$T7Ti6+ASSMATION ANC. i4 12. 16 s s a"6 0 ALL POINTS SOUR-SEF LEM.14 12 t0' 9' 8 0. 8 a 14 Y2 10 9 8. '6. 6:. 6 t4 12� to. 9 8_'H e •S:: BLUE TAP=W/CAP :NOtES: 74 '12::10 '9 8 0 0' 7 14 12 t0 9 8 H 8. 5 14 t2 t0 9 8 H e .. TAPPER+ A.1)MINIMUM EMBEDMENT INTO POURED CONCRETE OF-TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS.AND'TAPPER+ANCHORS IS 14 12 AD '9 '0 7 55'35 14 12 10 9, 8; a 8: 6 t< 12".to 9 e. a .6 5 7 3/4',AND FOR BLUE TAP W1 CAP ANCHORS'IS 1 1/2', _ ... .. _ t4 12 t0 9 6 6. 6 55 4'-O t4 tz'. t0 .9 8 a 6 4- 14 12 td. 9 "B= `0 6 +:s 1{ 12 Io 9 8...H 4 3.5 A.2)MINIMUM EMBEDMENT OF 1/40�x 3/4 ALL POINTS SOLID-SEF ANCHORS SHALL BE 7/8'UNTO:THE POURED CONCRETE'NG;EMBEDMENT 14' f2::=1p '9 8 a! 6, 4S f4 1 Y2.14 9' 8 8 _S 5.5 14 .12 tp. 9 80- B 45 INTO STUCCO SHATI:'BE PERMRTED t/4 0-20SS.MAC141NE 5CREYJ;115ED Stall BE,t 1/2*LONG"MOM.$JlOUt4 STUCCO EXIST.AND 14 12.'t09 ZS 5:5 JS i4 12 SO S. '6- B 6:-5 Y4. 72 10.. 9 8: ? 05 4'. + : .. rf',15EtTM 'T'•Mi18MUM FOR WALLS WITH NO STUCCO, &V'�E 9ik2T i9` -- ... _ -, tt 12 10: B 0 '8' 6 45 .A,3)IN CASE'THAT PRECAST STONE.,PRECAST CONCRETE PANELS,PAVERS OR.AHY VENEER'SE"FOUND ON THE E7 ptaG,WALL.OR FLIM.. 1+ 12. 10 9 8 f 4 - 14 12 :8 115 6..35' 14 12 t4: 8 b.5 '8 SS 3: - 14 12 to,.9:. '8 R 6 45. 14 t2 10' 9 8 :0 45'- L :NOTES R5,S7tA7L BE L.ONO ENOUGH IA TITIONS ON M4lii STRUCTURE BEHIND SND WALL FTtT METAL SI UDS CO'S LT IS AS"7NOiCAT F OA ..:14_T2- 10 :9 8-7S 45 NOTES A7)&A2}'ABOVE.F7.Ni INSTALLA710NS ON VIEM,SIOING OR'EIfS14tH OR WITHOUT LSLTAL STUDS CONSULT THIS ENGINEER_FOR 14 .12-9.5 73 6.5 4.5 %- 14 12. '10 0 8.75 55 A: 14 12 10'.B 8 :5 4:S J3: KSTAL ATION'INTO E1FS WTD)T:IEIAL,STUDS:SEE SHEET.2ak e_O- _ .. - _ _ _ R 12 10:.9 0 05 S'.35 'TO _.. BLOC = 14. 12 10 9 75 55 '3 - it 72 t0.6S ':7 S.S 4r:1.3 14 12. a 85.55 :4 3 (B) , 'EXISTING CONCRM K.{ASTM C.90),. 14..12 10,17- a 6 .-'. - 14 i2, 10 .9 'a 6S 5 79 1+ 42:�7a=e� '6 5 4. -tj4;'0 TAPCON WITH ADYANCE4'fHREAT}FORM TECHNOLOGY AKCH4RS.,AS"MAN!lFACTUHE4 BY LTX BUILDETL 14 12 :8 6.5 S5 ,3 - 14. -12, 10 '9 B 5S 45 3S 14. 12` 1O."8" 7- 5 3S 3 "-'1/4'0 Y"3/4""ALL POINTS SDUD-SET ANCHORS,AS DI5MSUTED-BY'AiL.POLYTS SCWW.':BOLT&'SPECIALTY COMPANY+ .; _ __ _ .: _ _ -. - 14 i2' 10 9 75 &Z 4 3 -- t f4"0 BLUE TAP CONCRETE,ANCHORS?:Wf CAP.AS`.LL4NL1Ft,Cit1RED BY fLORlDA FASEt1ERS.'DIRECT,INC: 14 i2 t0 0. 6S 4 - - 54 12: 9 7S. 6.+5 35 ti 105 7 55.45 35 1/4.0 TAPPER+"ANCCYORS AS MANUFACTURED'SY T'UAuUF FTURkD'Ru,TNG„'ANO,FH57RIBUTE77 BY AINC. [S SCREN,BOLT dr SPEgW.TY 14 t2 1tl:'85 7 :# t4. 12. Ytl '8 7.5&5 4 74 Y2- 9. 7 7S 4:5 - COMPANY OR ANY Oi71ER'APPRDVED LICENSECT'.'aR.AVTHORJZEO VE_OOR.REGISTERED WITH INE AMERICAN SHUTTER'SYSTEAYS ASSCICIATION.INC i4. it 7 5:5.4S .-r; 14`-T2:10' 9 7S 5.5 4 = 14 '12, 9:• 7 6 43 3 .. _ _ _ ' - _-*:., _ 14 12,4a 8 &S 5. 3S. :RTES: _ _ -�• 14 .12...0 &5 55:.4 3 - 25 9.5':80 5. 4 -3 - &f)F#+ANCED THRF.JdfFORM TECH OLDGt Chat 'i 34BLUE TAP Wf CAP'At1CHORS;'ANU TAPPER+ANCHORS 6# 1/4`AND TAPCDN S11Tt1 14 12 85. 7' SS '3 - .. Y4 12 95.75-,;6 - 14. 12 9.5 8 65 :5 - 14.. 12 -- 13 M.65..5 3S - 14 '12 10 8'6.5 S 14 42.: 8. 6S 5"4 -' - .. 14':i2 E5 7 55 t =' - - 'g.Z);IILLUM EMBEDMENT 4F'tf4'0 ;3f4,"ALL Pawcs•soya-SET At4crt9RS S1fALl BE ENZIRELY EtASE'DL7Ea'D4T0 THE CONCRETE-BL94K.No. - - - _ _ _ INTO S 6 P 1/4"0-20 SS.MACHINE SCREW OSED.SHALI.BE 1 1/2'LONG.MINIMUM SHOULD:STUMO .14 15 7S: 6 4 - - 14 71 7, 55' S'-35 - 11 .0: 55 45 35 EbiBEDMEtrf" STUCCO SHALL E ERMIiTE17. 24 12. 8 55 4S - - 't4 12 85 T SS '4 - 14' 05 7 5.5-.0 45 - - EX451:'AND 1't7INIA1Uld FOR,WrSL1�5 Wifft NO STUCCO. 15 14112 9 7'-6 4S ... 14 .'11, 7 5.5 4S.JS .CASE THAT OR'ANY Vv4EEA BE. ON THE }4 12 e 6 5 `4 - IANC7fORS SHALL F PREtl6fRICRETE SUPAVERSBEISND SAID WALL E) SiiALl.BEiNDH:ATE4 307-D" i4 1 7 - 1fGIf TA THE C7UOR- i ANC1iOPAGE AS ON 45. 3 -^ 13 95 85 5 4 3:.-_ - iO 75:"'S '4 3' -- - NOTE'S ILI)&BS2)"ABOVE:FDR-COsFAU.ATiONS'.ON XttM.SIDING OR:EIFS;WtTH,OR VMOUF METAL STUDS CONSULT THIS ENGINEER.. : .14 11.?S 5S = -- 14 f1S 4t. :4 - FOR'1NSTAICAT16N U4FO E08 WRH,METAL SRW,,SEE;.SHEET.20, 12 0 &5t 63 4 _ 13;i0 6S. S, #. 3 "- - 14 105 7 55"45 3S - (G) ANCHbR5'.SNALL BE INSTILLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECOCATIOF6 OF THE ANCHOR'S MANUFACTURER. S 95 ;S - - 12 9 6' 45 't 9. 7 45 SS .3 - t4.. 70 .T - - tt 05 T 55.i5 - t.5 8:S 35'4S .75 -SEE SCHEDULE;BEI.OLY FOR.EDGE DISTANCE(E0.)VEREUS,SPAGNO'RELATIONSHIP FOR ANCHORS,. 9.5 7....45 -_ ^^ 14 t15 75 6 5 - - - 12 ,9 6=4.5 '4 - -c _.. 13 10: 65- "5 4 - - EDGI DISTANCE VRt RSUS.�k�NG SCHEDULE FOR ANCHORS:. . . 1.5 85 43 - - it 8. 55 4 JS - B' '0 {. J' - - - ANCHOM AGING BY MULS ARE VAPD NG SHOWN O(.'E:'DisTANCES IN[HUiTEO BELOW.FOR E--0.VESS`TtWt THE INDICATFy.,REDUCE 35 9.5 6 - - 13 SIS'SS' 5.. L - - a5 a. s' 4 - .- -- - REDUCE SPACO�BC TAINVDi.USH SPACING HALL ON 5CHEOULE BY THE i'OLl oit9iG;FACTORS; 9..." - - -.-,- _ 14 ". 7 SS 45 - 'it &s-55.11"4 S 35 (TEOEICE6 SPA+.NG'OBTABIEO G51NO:�FAGTOR SNAIL HDI'9E'LESS BY MRHMtHA:BEACON:911"'''£13.FUR,EACH'OPIOR.IYPE_ t2 9 6I 45 4 - ... LUE TAP W/CAP .. - . 5' 4 -! Y '_ � EDGE Wf MIN.ANG MIN. S,l " BINa SPACING -3.3 J ThPPER,N S4 ?5 S 4 5 7S 55 4 '3 25 d6 12 9: 6 45 4' SIS 7ACING 13. 95 fiS 5 05 7S H, + 3' 4` - - 7d-0` .. it BS 55 45 WV 'H (3E W' 01 1CYREII ta+wL�rE txNCALTEa rt POURED cawcR POURED Lc CMDOE .1/f :.2: 45 6s. - 7 s J5 3 - - i6t1 Elk=3.t MN.EW-2 t O L M-BLOCK/tWNCL Bt4}CiC' E11;3 1fj'. K;En.,z.i t5 0 - - _ -" - ti.:H 5S 4S - -, - 8.. H5:45 - - -. -• •. tLY E0.'•31 ,6Y.V.ER=S , 75 _ -. - iz' 9` a - ,-: - 0.5 R 45 - , _-. 0.5 a: 5 .- ,_: .°067'. ... ;0. _BLADE WURKt� 3� 4.9Q 'T.4. ,4:79 �7,4 e . 4 -: ss a IN. UNISON'. 2.11r oet a.D -, - -i0. .. -._ 0_5"0 0 -::-: _. 8.5 b. 42'. 0.77 - .. .. 4;57 7 HS•48 - 1 3f•4." _{ .awes _ .., :0.+13. s 44 7- - - .. - 95 - - - 95 7 s" - - - - a *6 a. - - _. .. 17LOROA BUILDING CODE i h,{relocit Hurricane Ione) CEI 2010'EASTERN_METAL SUPPLY,.INC: 4f9, BERTHA HVTM �. .76,NC Ac■a Syrrls BLV No DEscalPnoN utter 1 �SO1'ill WEAccordion Sh. tM ML x FLY:11'SD"41'W/OR W/o Hv.'WI MCE 3F TILLIT TESTING dt E GINEERING;COMPANY Assoctuflon Inc. + . OLO 15-oatl38/01/17TE DRAwN' o9/p2f1T - R 61,b N1a;3E1d.:51..Sb 395•YtR4aII+GNarDt9,FOfWA 331 4 - S TF fI� .As:.' -. = 4288 Vied Roads Dti4e 2 : y ®>'. Pfrono;(705)&79^1530.for D{305)871-153+' ... OW4WING No •! 4-TLI:i8t<anono44oni West Palm Beach FL e33407� 3." �� 1f1RiC)P t+ EO PTio#e;(BGD)432-2204..Foz:-(561)209-9360 4 17-'-1.'22 tt�p•7.. •" C . WALTER A TRLn&PZ .. .. `FLMfMV.,144167 .-6" )3 Q 20 A�A iM�1�I•d+�+�'4+'P 4#{t+�MM##.+...# a+t#aAJ,#!•A+4#+%`+I.Aa�r.A.#A±i�.'y 1.+i•#�}p.IA , O a O g O a a a p 0 0 0 0 a o p O a a o a a a a a a a a a a p O a 0 a a ala a a a ss a a a g a 0 a a a O`,a 4 a p ro e ro�w'w m uS u a:e m p m@ W p W m@ a'ro q@ m m m la g ro ro-q ro m p ro m m @@ 1� 11 1 1 3' 1 I�1 1 1' 1 I. l i f l i'I 7 I 1 1(l I 1.I I'i•) I i-1 1 1@ m m m Ntt m m@ @ m m%p m m @ia ul.w�-� ytA @@••+8 O."+OJ"a"(a'• NNNN W+••rq [N NNh1NNN NNpNNNWN +'y pa+,{E liip p��q N�w�q�y�Jp �NNN�N 1±tN NNNE+1 t3N y, ///���'''��� 9 yy�V Nmw(n V k11 U`mIA V iAwm+n Q'(Cp%i.+{Nn y@I W O{p m'"I A+O pp@}Np �g pNf Nm�Nb a�NN NN Nz 4 N N NNNNNN{J+mp V Li�',F a W IIN� N�11!��m NNA.N i�NI?V C mLi N N GwEh LI LI�y�Gtl1 EnN 00 m G�AI�N NNNNN N Af N p Z. Fi !Ig ;s pm N N7mpNN NNaN INi i 1 1 1 7 1 g 1; 1 1'u 1 ,I 1 Vii.+1 1 i ra'�j/tifY//</jam 1 I I I 1 1 1. I I I f 1 I,I 1 I 1 is A 1 1 I 1 1.- 1 1 1 C 1 1 U E'I I-`•'1 w 1 ! #y� U# ,k$d G Y�.v p+4 m .. ` r t.i )it i. i. l l }i l F j i I i f I,:I I i i f i t l i t 'I�i ,l i j 'E: I I IS I w l 1 A w l' I w i. 9:w m J; a e / \� � {ice V44J 4J yJwiV NyJ J€J 44�1VV VV VVV4J44J 4J JJ yy JyyV yyJyV VV`+iJJy V4MJJpF" TT 'fir - .•i�i �:3•• !�V N •vi w V# w 4@ V V m V w V V v J�I 4 4 J y V V V V V V V V V 4 y V V V V V�V V V V V h. !.� t.p ♦ ,` 'I,i y l A U V l #N VkJa#•.i a�J N JI€W J TyNA V V g.5- V..9Af J V W74 V 4wt tiJJ J+J V rJJ VI '" E • �`it!\\ i i m A i l'V f t I J t, A M v k -} '•�t t #4 tie w 4 w V>>r V N V a V V V V V V J J J J V V V V�+/ 14th' €. •� �� - '.` � •' !y\� I I;W(I 1 i, "1 I I # 1 1 I f:1 '1 N I I I J I I I y 1 1.��'„y t #Nuw Nv#N J�y4J4�V yy4JJy la*, � T O y/.R•- •Ah.'/�E�� 1 1' 1 � S 1 1'�.I ! t G 1. 1 i ( C;1 W 1,i E�f t I �! J. I N 6 {. }V 1 1 w�!i;�'a J��tp V+V�M�"V y'N V�..i ' I't 1' I' I E3i E f-i E`Et 2 4.t 1'i .f i ( f 11 F i:f iw6i 1#i ,I:IAM iJ1� ,Ja��giy++d4 " wawuwlnww NwwNuwwNGwinmwwsq o wm w G a a w a i. 0 NN 0 w No 0(A aGa%A is a.� NmN GN N NN NN N NNN%N GaNN NG(n Ui%NNNN N wN NN GtP NNfn ui NInN%CI NN%@Nwmw@w p •,y ' N I:N�m a{1 N�m N N#N N m�G w N�N N N w N w Q I N N 5 p N N w w w G w N w w N G G O 1 w t I:G�4 P N N N�N U N$� ��' +�� i`�y+F,� ,�. f,�NIa�NW#amWN#N�G�In�NwG+�fN G��Nw%NNNwNNw Nw NNN NU?Nw Na NNNNwww`� �:. I :� IIN111aFII N1 i.aww►+NU #N G w www_ %%%ylmtnNw wu www Gwmwsq SAm wwsu[ $� . FTEy� ,rm - ... i##wa1 n %NN+NNwNNwNNwNaNNNG%j g J.fwi'EA w11= i t it , y , #+ wrn_�#%wM a A t a m w� m +�#� PIN = o ` 'An o cS: a -4 c Ino Fn kb Se -- ,1 ,j "In 5CA +t o z rGG.77_, IT r�g ■ p _ rop awe Q a V. h g � m Qp S ro 'KA •�li�.r fZ'f• �g ��� a•. i 110 as # as i A � L � i A 0 HI "�.'��]aEiABBABBaBaaQaBBBBBaaBIlBapaaaaBaaaallaaB4aB -88D000Ql�BBQQOBBQQQaggQQQQBBBaBBBQQBqQBBBqa ' 'HgQHOQ o0Bg8QBQagaqBBBBBBQaaBBBqooaBBBBBQB MUSIC inimIDuBa000aagagoQaBBBBBanalon 11111c mmiQsums QHBBQQBgaBaBBgqmin a�19gH8o9o98888808809®QoO�QHdQo9aB000BagaBBQ : -IMMEMIM-88a Immos8o88HH8IIo8IMMEQon 200811QQQ1m8Qasga8AQo8aH8aB88088008HCHome "eaQBBQQ0000ululoBBBaaaoo aooppBBallooQooga implagQaQQaoold on an BHQQHBaQCIagBBaQBBBBgaQQagBaBBaaoBqQQaoQ000n - �AIlCSOD000Q�ggaaBQaBBpBBQBaQBBQaaaaBBBooaa Iloilo a,logo Dun long onQBBBQBoulle r �ACo988o�H�QOH®09R�B®BBgagaaaoaBBBQBBBBB _ -� " © :�®88®8®88H80A98H8gHAOAI�88C9CHHA0QooflQgQaaaQ �'10-0oaB8HOHOQogBOBagBOQoaooBo �aooaQaoaoBBBa rR -�H80Q�1aB8Hg80BgaBBBBBBBqBQB BBBBBQQBBBBQBa 'BHCo®8ogQ0BCog8�lqH0QHQBBBQBB aBBaaagBQgBBQo ooC10C0000CORBooBoOQ®HBC1oB88QoBBBBBQBgaaB ;:- . - QGooaCBoaa�QOCBo®A88p®CB9BgAB88B8QBBgBao �, • � -aDaQOCQOGAGo80080da0R8Q0C�H BODD88B8GiBflpB88 ..-. o = �0000QonOdoRDC�OHC0000��o�iaooQg8o8Q8A _ • ®DooaQaooaoDoaGo�CiOgaaQa�aaOE�o�CiBOaB�o�a t - : 'HHaoaBBaaaBaBQa�aB�laaQ�aQ�aaBaa�aaaaaB �� , HOQBHCBCBBBaaaaaaa�aQp�QaBOQQBQBBaBBo y F • -®HCCQ®C�� aCC®®�l�oCgOadQQQQBBBt11�BBBBBBQa . ccasaC a lmcaaanoaa �y r - 000000gMICINBEE11�®-BEE�dIgIII�BBgBMUMIMES . oMESICISM. CECOM eclat MUM .condoaBQBQBBaaoQaaBaaBoaooBBOBBaBaoaoBBo �QCBMOQgaaaBBBBBQaoaQBBQBaaagaqQQQqaqBBBBo SIMMMoOOBBQHQgagaoBgQQaaBaaaaqBqQBqaBBaaaa 0ooC0o4g000iB�li�BgBagBBgqQBaBaQQQQBQQQQQBQ BCC000nB000CCQOH9o8®H9BgaQQagaQaBBBaqaB Baa fall soog80o9HooH88QppaOGHQHOQ QQBQaaBgQQgB : 98B8H88898E888Qo88oHflo8C8oHIoosiscoulaBo - �aaaa8aQ8888a8a88gg888D8QH�88AC88HE18oCOHHB k �aooaoolon QQaagondola allooloo �BOQQaQBQaolooggaBaaqalmoBBall aQOBDonnell 8®ooHBoaaaggaqaqoil BoaagagaaaaBQoqQBBQBBBo � 3000HOC000Bunion BgagaooaaaaBaBBinBQaqqIN o ®HallHOCaCOBdoBgBBBBaiaago�OBBBQBQaaB111 B o BE BEHaHHI�QHHQQCanada BNoahcan : MOMMB888BB988H®80 8®oBOHOHHHBo61lHBBBBQBQ � gigolo gaaQ88888Fa8aao8OMMO8dd8H�800�0�8 98HUHHH®®®RM MAXIMUM DES PRESSURE R TING �,s,f�' NDAh GORRESPQ{�DIf�{�'�!1XIMUM ANCHOR+S°P_ACING, 60 SCHIMU[;P FDR g_t;PAN MAX. SHMER N' NEGATRx A S b DE PRE3'BURE MOOR A CORRESPONDING MOUNTING 'TYPE . '.(SEE MOUNTINGS ON Signs -SOUT SPRUCE PINE FIR'PIORTM SPRUCE PINE FIR SOUitl MER 1 °' SPRUCE PINE SPRUCE PINE 'SOt)TEIERN'.PINE;FIa. 2 Wj lAIN. 0=0.55_. __ tj2" MIN.CDX, 2�/ICBM.G�gSS; : FIR NORTH F1R`SOUTH DOUGLAS FIR Wj MSN,:G=0,50 Wj MIN, G-0.43 wj MIN. G=Q 36 PLYWOOD ��q p p'W/ W1 MIN. G-0.43 W1 WN: G=0.38 Sport(n) WALL MOUNnNGSCFIUN6'I.IOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT,T ,. FLOOR MOUNTINGS M. N.'0.& R FLOOR MOUNTINGS M. N;-0 & R FLOOR MOUNTINGS WAII: MOUNTINGS' 8.0.WALL A10UNTINOS Bp..WALL�MgUN11NG5 8.0. WALL MOUNTINGS,,, M.-N.,0 &.R P&0: S'&'Y Y W &X W & X W& X, � 09it1T6(M1iI$$�:EEAt' asne30[KTalbE8Et9dE9'R({dj - armlaauxtstlmz' A1u�rn1E�1+3�r� �d�41}�blti�ff R9dt�fdH�USS t1�AtE [Efa58EEV38 9�17EB®Elrf}9A44� uaIESIXFES¢iLIW59rfR14611dI ..30 40 60 75 90 05 30 40. 60 75 90 05 30 40 60 75 90 05 30'40 .6O 75 90 OS 36 40. 6O 75 80: 05 30 40 60 75 40 0$30 40 60 75 9tl 05 30 40 60 75 90 OS 30 40 60 75 90 OS 30 k0 60175190405� =S[4t- 12:10 10 9. 8 '8 6 6" 616.'16 6 12 10 TO 9, 8 8 6 6 6:6 6 6 12 io -14 S 6, ;8 6 '6' 6 '6 fi 6 ':6 5_ 4F 4 4• 3 12 12 12•:72' 12 12,12112172112 12.12`.12 12 12:.12 12.12 4`-0' 12'iq T0. 9 8 '8. 6. '6" 6. 6 '6 6. T2 To "f 0.9 ;8'. B' 6, 6 6.6 6:'6 T2 tq iO.9 8' �6 6' :6 ¢. ,6 6 & "6 +5. 4'.4 4 3 12 12. 12'12 ,12 12. 72 12 t2 T2 12 12 12 12 12' 12 12 12 5._ 12,TO: i0 9 8 8 6 6;1 ale e 5b.12 10 :10'9' '& S, S. '6 6 '6 6 :-5 12: 10 1019 & 7, 6. 6 6 6 6. 5 6 5- 4. .4::::,4 3:12 12 12 12'12 12 12-.12. 12 12 12 72 12` 18 i2 t2 i2 4 g-O• 12 tq� ]0 9,. 8'6:5. 8 6. 6 6 5.5 4,5 12. 10 10:9 8 5. 6 6-.6:' :5 5`.4.5 12; 10' z0 9. 6 ..5' .6: 6 '6'6:5 :5 6 :.5 4 4 35 12 12:12'12,12 12"12 12: 12 12 12 12-12' 12.12'�;.12.10 8;5 `7'-O• 12 10:'10. 9 6.5'4 5 .6,. S ,5-4.5 4'12 10 10I 19 i5 3 6 6 6 5 4;; :5 12 10 'T0 7 ,S' r.' 6, 6 6 5 4' .5 6 5 4�4��- 12 12'12 12 12 12 12 t2. 12 }Z f2 0. 12 12 22 0.58:5.T:5 8*-O!. 12 10 '70 7:5 4.5 3 6 6 BS 5 4 3.5 1.2" 70 10 6 .5 :6 6 :5 :5 35•.3 12 10' 10.b - - :6" 6 5 S .5' 3 6.•S -4, - = 12 12.12 12.12 12.12 12,1.2 12,Ti-95 17. 72 'z:5 9 25 .5 9-O' 12.10 14 5.3,5 - 6 .6 55 .5 b 3 12 10 9' 4 - -' 6' 6"-4,5 4 .3 3 T2 f0 4' 3 - 6, 6 4.5 4 3 3 6 5 3.5 - - 12 12.12,.1Z 72. 0- 12 i2 1211.-9.58.5 12 12 10 & .5 5S i0'^0` 12 10 a.5 a. .� 8' S,"5° 4 3 'c- 12'1q 6' 3 - ,6 H b. :5 :3 f2 10` 3.- - 6 6 4` 5 3; - 6'-5 - - 12 i2 t2, 12 }:5 9:5 12 T2.72.1O. SS 7:5.12 12 9 '7 6 "5` 11'--0` 12 10:5:5 .- 6 6 45- - -' 12;70 4S' 6 S.3S- - - 12 10, - 6 5 �4 - - - 6. 5 •- IZ,)2 12 12 T0:8.5 f2 22 12'9S 8 7"12 12,.8 S S 4.5 12`-0'' 12` 10,4.5 _-.'=`' 6,�:6 ,4-:-� - t2 IQ 3S - '=" 6 S 3:5 - 12 10 - - 6 5 3.5-. =•r r '6 5 -:- - - 12 12 12' 1. 9S:8 12. 12'11 8.5 7 6. 12 J: 7S 6' S '4 12-7D' - - 6' 6 W 12;10 - - 6 4,5.'-- 12 .5 r< - - .6 S f •- - 6 4.5 - SZ. 12 t2; 0. 85 7.5 72 T2:10.8 6.5 SS 32 0,5 7 - ¢5.4 72'. /0- _ g 6,5 _: - '- 72;-7".-. - - --. 5 4.5:: - -.. -._12 .7 -" -.= ,5 4.5 , 4_ _:..6 3. _ - T2 12 72'9.5 8. '6 12 12 9.5 7.5 6 9:5}2 12 -: _ 6 _ 12c _ w' - 5 :_ 12 5 _ - 6 - _ _ 72 12 1:1 .9 75.5_11 2 12 8S ? '16' `. 12:. -.. - _ .. 6 __ _ 12. ._. _: .5 - 5 t0 8.5 6S` 3. 2:.17 -(!):HV BLADE OR, HV BLADE' W HV `WINDOW BLADE WORKING IN UNISON B[ADE�atA'SfiET'r,9 .}.NOTES Og ANCHORS REQUIREMENTS.-WOOD S179STRATES.. .,.- 3„SUBSTRATE S,WLCONSIST OF 114E FO11At5961Oi. i.ANCHORS TO WALL.Ft00R OR SOkM-%bgD SOFFIT SHALL'SE AS,EOLlUM ._SOUTHERN PRE N.2 W/•C.0,55(RUS) -1/410 TAPCOR RkHOR5,AS,YARWAMURE17�Sr I-T.iY:;6tAiM W/W13WJU E619bLiERT AS W=cm'AT '-DOUMAS FIR W/-C+OSO(N,O3.). FACF1 SECOON Dl1,5!{EEI'S;18 do 17. SPRUCE PWE FIR NORM W/G-0.43-QLD_%.) EXftT1w1L SEE NOIE'z_BELOW: -SPRUCE:PW_RR-SMITH W/Q--0,36;(14,.W,). -IAN.`t/r-COX PL1WD00(1968 APA)' 2.•ANCNORS;TO NWA.OIY�CEBRlCI 5}IAILBE'•AS,PE116lOUt4fitiC TYPE'U..StiEkY'17- ANO S}N1L OONS15'F 0P LAC-SCROM AS PER MIS 2015<SPFOIMXVO7.5.. A.ANEHgR4 9#81.$E'IiVSTAItEtt FOtiEId C Jdt A7F'THE RECdt1tAENM7 ..ANQ'.SFF€iFtG11'ROtt>:'gF`TRE ANCHORS)dAHUTACTOitER: FLORIDA BUILDING COOL High Velocity 'Hurricane Zohel E0.5TER'N.METAL.SUPPLY,IflC. A C BERTHA, HVIM /�►h A A .AccQrrlion Shutter System !, ■ a ■ K HIAOE tN w/o HV."SMMOW BLADE B V TUR TESTING & ENGiNEERiHO,C.0IAPANY' Ar179tTCQtt. S#tUN9T'�`yStoms REY.Ra ., DMIOPTION j ;DA,iE ORtYt1:ffi N.t .. ' AnoelC1ia1R 11C. r.- ' aLo 13-OB4 %x2/t oA7Es' gB/az/17' Ya1s5 t1,WSBN.,,$1..,$t 3a3.YTCAtIA GNmFNS.i74Rma 337 qTA-MC' - 4268 Vksf Roads Dr"v 2: - t FSae (•3x5)671 76371.Fex;;.(305)8T7-1531 " DRAWING'Na, iYczt POIm,Baoch FL 33407• ---••-- a-mce.6 0111aoI.40Rt. 3 ♦ �f�l vIAtTEAm17A.7tittY Jr.P.E: Phosie: (800)432-2204 .Fatc (561209-8380 j. t ��`L. AMPXA U.Q 44167 5; SFIEET .. s;. _. 1 0 20 INSTALLATION C3ETAILS..ON EXISTING HOOD BUILDINGS FOR �. HV & HV BLADES CAS, APPLICABLE MAXi SHU i ;F_ NS • $ ty. _ G ON SHALL. BE -TTER WAN L+ 0LIMI ED 'TO 105 s#. A.S.D.. DESIGN_ P ESSU E RATING, SEE S_ OR .MAX SR & S.D . :j-- %4`11 TAPCON wird AS %CED DESIGN . . T G` FO S ' .O W 'BLADE D ' WORKING1 UNISON, ' THREADfORM TECttNOLOGY f: TAPCON WnH AWANC@I W/`1=T/2`Min.PENEIP1111 14 `.• 4 ��TNREAOFORM TECHNOLOGY _ A..---� } aF rtutEApm AREa To ' �' 1 /i t/2`drn.FEr ErRATtow EYJSDtA.WOOD HEARER: ,-- 4v ( OF THREADED AREA TO ) i`OR� (€I J. .:•I (SEE SCHEDULE ON SHEET 15) i. '.._.. .� ,r' ( EXix- WOOD'HEADER. 1 itlti P1dMTITd4' I TOGLA ON(SM . Y.bk, 7Ja A-2W,44"ss fftNE scREN75 'E7D5'RNc € tN 9 79, A. c 1/a--zo Nm®-127:o-c. idhCOLA55%:•.'�,', i9W6(IJQ E}NIWALL SH II* o T :f k'y> rw F)Nist1 1 t 'r 1," •oPTiOat+tL - .. .t M h / ORI9 �. WALL ' EY.IS 041 MIN: e •° FWmK READErRR 2- -WDUREQUIRED 1 'OR • ^:;::"' E7Ci5RRC,MIN* _ �v,;s. ��.,,� '{'. � ... . { .2•x4'tV000' !�/�� 7i F il4"a 7aPGOti hvRki aWaNCED EMSTING # t?FAtlER PtEat3iRE0 .. 7HRFAOfORM 7ECFiNOLOGK "_fD tY"S(�`E. �) •MtN:sEPY,+RATION, z-xa'COf�tT Stli � �' {F Fk� !i� } �TH 7Rf/1�OE6 A£2EA tl�SEDN GLASS,. i PLATE.REaO ; �' }F € "+ MID)YIDTH,Of WOOD PLATE. 'Ti F'CR 13H7E t i WAS", HEET'ULE- •. � �) � � I `t' t, '•s i :(SEE`SCHEDULE 4N.SHEEN-15) .DN SfffET 79 . � Gi$?S*-'�" ON'SNEEL't i). - ei HV' WAIS. HEADER INSTALLATJQ N :HV VLL HEADER NSTAi.�:�G1N, HV Wq�ASiLL INSTAI:LATIBN MIN SEPARA'ROtQ - . .. TO.GLASS' .. •.LfiN_.SEPARATHIN { { THEUULE �. 'TO C±LA55 f ' O EY.iSTkNG ¢.• ""'- E SCHEDULE COSONGOn , 7t7 i 3 2!i' .CONT. {SEE.SCHEEk;lLE" :l :' •GIAS5- 1 } : ,. o" ciRSs.- t= W"a WOOD;FCATE %`SHEET i17 t i/4 d-71Tk3/4-S.S. T+ NItaESCREWS%: • `� I, ttACF E sCRExs. trnNc t%a'zD.NUTS az I 1 I a' E `•,''^a bpd: ;rti. , �!!H7D PLATE . s • t 4 REo'D. Min. = t/a S:TAPCON WITH ADYANM I ; F i q f/4"d rAPCON YMN RDYiINCELi ! ' t F t i x,.74"EP�TpPCON 197TH A[NANCED.. ! § a t E rTHREAOFORM TECHNOLOGY' .�aq. I ! ! " FORM TECHNOLOGY `.NOTE;. TNREADFORM TECFiNaIAGY WJ 7/z`'TTn.PENEfAATlON OF, ,`" ,T= 2 xa'COW. W/7.'t/2"WXm.,FENETRATtON 4 R t tk THREADED,AREA,INTO PLTt9060. k F t ti '"'i •W/`t12'A+`n'i'FtiEiRARON t7F ..:I_SEESHEET a,fOR TYP[CRL i SILL.PLATE Of 1LIREADEO MEA..ct' I l t..t, t F C} (SEE,SCHEDULE ON;SHEET'T5}: ! i z' ill 7HREADEO AREA iNTO;PLYWODD... SHi1TTER ASSEMOLY, :'' ; REO D. i -WfiL MIFJ141H.OF�WOOD PLATE-. MIN.2 Xa'S54NS__j�I ' {sem scHEtu dN'sHEE3 ts)- "2 I E= aE 4 1 S r: PmSti (SM sct+Emxe ON#tEEr.r's) . 1/2".�M9t.M PLYWDOD REOD. PLY4V0DO TLl BE ATTAF,ttEO`,TO _Exi55Pmt 2N4*STUDS o is tic uAx REaa: stow-IN:ACCORDANCE Wmi .PLYYroaD REan; WALL SILL INSTALtATCON PLYWOOD<TO BE ATTACHED 70 SNDSi ttT dCTbR00A1iCE SECTION 7322 OF THE F.B:C 1 SEE Did AT70N3 OF Lim'QF �.% WfRt SECfit?N 2322.OF"THE f8C DCkOE A�j;ON sf&19 p- HV tNALL SILL 1"MAL.L.ATIO{LI p�stY�t� WALL tIL IMAM ' FLORIDA BUILDING CODE.lli h VelaCi .Ilarrieana 'Zoi e .. - .._ .: -t `•-` .,:. M, E[AL SUPPLY,INC. _. BERTHA.HV-m, ow a " Sh .tt 1� ECtf rN;c, A: ■: ■A Acco>rdzvn a er°System ; Ait':er cpn.'-Asso02/17 ihuffof IS ms Kvm s m !OR VAIr D AWN Ort rM.L. ` TIWT TESTING & ENGINEERING.COMPANY 1�...... ,'} �! w' `\._ sass nw.acm:sc:s�aOq.vwc�cnn cutows..aoaw 3s,R- 4b8 Wesf Roads Oriye y -: -a Flw e:t3o5)ms t53D::F�:,tsas)a77-75at 'DRAWING No r \\" .e-emJ:ehecbrooa.ecm hest POEm:Bexh FL 33407' y.. <* i\i Es owaz,g Ptra�: (soD)asz-zzoa _Fax_.{ssx7zas-iso 1:7-122 A f� ,,, •ti WALTER'A,TILUT Jr.F.Ei ...... FLOR=A uG P aatsy, a 18H 8F 20 INSTALLATION DETAILS ON EXISTING WOOD BU'ILD'INGS FOR .M HV & fid HV* 'BLADES (AS APPLICABLE) SHUTTER SPA + OR L= .O INSTALLATIONSTO BLADE' ON .H BE LIMITEDTO 1 O .0 s . :S.D. DESIGN P . SSU TING S.E SHEET' 19 FOR MAX SPAN & WALL nmsH A S.DDESIGN' PRESSU FOR MiALLATION W TH, SLA E'Q)& WORKING IN .UNiSO.. /s"e «s,wm1. ' t -•,�, ,x F.nDYn410ED TnRMFORu R-- -Eo• Y'•MIN. .-•, EDGE Op APPLICABLE!. x WOOD, A4rt.;IXK�TNG ff TECHNOLO'v7.Wf 1 7 f2'Uh- REQUIRED -� -",,•, •,"••.. =f` PENEMPON OF TXiREFAED STRUCTURAL ADEQUACY ' f" f r" j HEf•DFR. EXiS?ING`WOOD tf4 o-20�cS14 55. OF EXISTING Y106D 6F!•H' _ __ EXISTING WOOD (SEE SCHEDULE ON SHEET 15) 1'M n.r- PHILLIPS TRUS$HEAD TO•BE CERttfiED TTt �- E � .,,,__„„_ . 7 t ACHINE SCREWS REGIHSTEREVENMI `OR, ."”' 7�2• .t J2. ".`. tl24' PRIOR TQ Wf 11a'=20 tdtiTS, `SKLMER MIAllM1TtON: f .. .. .. 0 12'Q.C.. 1 .. REQUtREQ 1 f? i 0R 1 ATICED E ikltal��"" —' - ` EXISTING SOFFIT [ f_ ,ci .257' `TECHNGLGCY /1 112'M i u {y F t t wax. 'AREA 10,nowD� 'xT68 con .AuM.?ueEt ss/ •usE° u(SEE.S=60= '•— tGO83- ALLOY).Wf I � -G D•L^`'r 1 7 Or'©Or 1 (E3A)CL.H/1RASF'TFR oR iRUs TO } i 1 or-�1 pr 15 ; Iow OTN F5 NG WOOD .L ( EXISTING MIN"2'xd" #,. i MEMBER t2"M'm.NONRIRL,WIDTR) EXISNG-qI HEADER.REQ`D Mi�CSS,iJ ( I r O STUD TO ACC.EPf ' 2Jf 2`Mxn.F£CIEPRA¶ON OF @.. (SEE 5CHEOULE',`.GN:SNEET)t) ' 1' EXISi1NG '7 ... . . Sf16 o•l.dG:.C1tE1Y IN AL1ATIf}NS W0"71:FKREADEOAREAVALID fpii t .GLOSS—•' AT ahrrm Or TUBE; � MNiz'AS D,O£StGFS_LOAD.AND .14N SEPA IL;i _ IwsTALCh?sM DN or$Y. NV WALL. 14EAD R� lNgA LA� TION �11 FOR � ' '° �' FGR yroGD w/Mut!SPECIFIC 1i rtrt e,¢C t NA ^! EXISTING -506DI1E aN:lEEi .i' GRAVTTY•OF; .50 AS /MIN. pOUG(IC as rr acc_...1 I X FOR a w-i i By, ON sEEt 7s 't OR�* FIR OR,SOUTHERN PINE Naz , OR EQUAL. 2--W�.GAY TS£O SW ANY INSTALLATION EET SLY, - -. . T' V GEILIN ' INSTALLATION G.EE�lNG INSTALLATION OR MItL SEPARATION ( S ; @ AttN.SEPARATd1t1TO CICS - . �. TG'GLASS_ EXISTING1 (OEE:SCHEDULE € 3 f7OSTING `_--_.—•`( :E SCHEDULE ON:SHEET-11) ) °N to 4N SHEET t 1)' b GLASS I ,) (ANCHORS I I` �..�I EXISTING, LOCATION GLASS . ' Zri- 'MIN.,WOtlD' . { REQUIRED fNSV FaJISH ALLOWED) SCREWS 0 IN, WOOD # 72 o:c'; '�.h :g DECK;REQUIRED'tNT1 1 _ - IF'APPUCABDIAC fi3 QR� FlX sX AuowEQ) i _ E EG -.S14'a-2G:3f4 5.5. :EDGE OF,DECK" ,1 ,_„I V ;,__.,1/d*a TAPCAN.Wt1iH 1',,, PX11LllT5 iTA155 IiFJSD; fF APPLICABLE ..EDGE. - READFORM �� F.tT ?A .. AMANCED THREADFORM Min MACIUNE.SCREWS' __ -4 _. ... NE{RA THREADED �EcrtNittacr'G/'.1 Jz'rr�.' */-1> 4-2G Nurs - z,tsr+.` ---- z Mw DEC iF I T r _ f ..a... '-'" : ADVANCED TH r'-- 7ECHNULOGT 2"xd CGN7- PENETRA.0 J OF THREADED !D;12'`O.C. ... --.--�✓ APPt1Gfi9LE 2°MIM.— AREA•6.11. HOF WOOD PLATE' AREA,'O MR7tttDTH 07}YOOD ff4,'s TAPGOFI W9TF4NETMAN ED TktR£ADFORM TECFCiOLGGX. .,., -. TE 5 RTI:T'E.: Wf 1 1/2'Min.7ENEiRATtON OF HREAVED:�'A MTO A066 DECK. HEEi 15) V HW E7 �;SEE`tlABTATTONS OF USE OF ." EE,SCHEDULE ON=SHEET 19) (sEE.SCHEDULE ON SHEET T9) N . vt` is eu DE aN s ?s X V WAuc-oyE ffJSTAUA4N ALL SILL INSTAi'LATiON HV FLOQ INSTALLATION. FLORIDA suruDrNc eap :8i rT 1lelactt ' NDTr;coT,e Zone .. _.. P1 'fes AL SUPPL)'.INC,.. ��,� �2017 EASTERN MET lot BERTHA HV,,; Accordion Shunter System I L ECG► a c,_ .: Kv,e�aflE.Vii.w/ KV'.wir eL�nE Amr1con .ShuttO $y 6`ms REY.P. DESCRIFTIM ..DATE ORAWN:'M M.L,. • tlOns Inc.. 1 OLD 15-080 B/02/1 DATE` 08/02/17 i Qr m o o s t3os)az11 u �F s}a71-1sst West Wiest,Roads Dr,ve z DRAYJING Nd TILL.rT TESiM & ENGINEERING'COMPANY' ♦�� 65'55 N.W.Jfifh.St,n Sb 305.v,R01XFjt F+NDf74+.tiOROA:4616 /MIAoC.l() Beach FL 33407' 3 ... A ry �I}� •'eTi tt ED-0008715 PI'iane: (800)d32-;220# Fox:.=;(56i)Z09-8380 ... �I•l"'—Z 4' -. .. ..• 11t, WAVER A.�Tp;1R#.P.E. d _.., .. FLORUXA Llc-f ayts7 s ° SHEET s 17'aF 20. END INSTALLATION'S L1 i HV At 1' HV* BLADES INTO IN-4" MIN. WOOD STUDS. w0�SWLi$. .. TJ4"0 TN'CON'WfF1/ 2-W•MU WOOD WOOD STUDS, �EG-,.. nC F%FOB is t —STUDS GMT., r,z:4-MN.%'DO -�- t r / 1 US iPPir..Aalt7 AMCNDfta O6', STUDS�R£d'P:. �'1 / reams I PtTr�xtaTux+nrrd.sTDas DR �� 1 ' I t t � rWut i W/=t/2'n1R'caDm „� f nN1SJi. COnNG GLASS--1 F' PFtrEiRAPaH-m i/2-,fD7( G / . f-^�'"! F4arazroff�ND -SL j F .Gass; .4 ,: {:ExditN CLASS / tDasnreD:Dtass �!r/c4-ca�� �l m l (50. i/2'Iu1N.4Dz' IFf4 SD ASAIlOt: 1&L - srArt4tuly ,_r.. - WCsFrsnAmr4 cDz saon4l;Dx scyT t PyntroDd. m russ.s 1xH m t/2'.1NN 1/r . m csA s Gaw a tg road (_ ( aisj cavr: wum ilz'wi 1 .� u as s€¢to Foz rtyxoaD. x a aw 104M etx>scD4:� ( ALtRda sar�aa°o �aasf93e WAc�..! aMest�3a:�A � i 1 or uSD� n Pas)/2•saris ,., w�Cr��Yn f k Oi6.O.C.. 4t .55+:5..; - `, alfw.sv names uT ' aMf @TJT%Nxag00 ! ,( 50tj. S ,y xaxwius'nc �CrAfL1 F0 .C--R w E Pocvc a m m�sgc ��' � i0 � sFe D iAn x roR. s oR f&s T �D cntlu I OR dt4 ©CT}vsD=�a• a sros €3 Ufr 8 as samAcxsTO TR403 �� tJ spa flaC?s CT} e t$-G� '^fi G END CQNNEG710S+� DE7Al� }, END CONNECTION DETAII �j ESLD `CONNECjIQN DETAtL�9�}' END CONNECTION .DETAIL. ..... '•-1 .ewsrcud a RECDxcED,ada.r.rac spas ck TNAN t2'-u• E)t[SDNG:GAS T/4P TAPCON W11FADNFORA7 1/4.0 7AFMN YMH CLASS �ADrANCFA•TltRMYAtK'ED 7NR£At)ia1�' ,,_ ' �7 WN DVRDFk TEixiNp6aar itW D118DnS �j�^--:,—'_ :—M I.q!LifORS W/�1 4/Y t&N.. RNGtaAS W/1 1/2'LOC, 1 2.x4-ubti..WOW t p rTac wm srws a s a16 c. '�' E ..,., _ �81ADE.tASEE ktlNNSNEE7'19 4� 4Ett SaTtftAtxR. STUDS R£D"D. m>ta TO ti7u'zw('�E'. ... i/2-'idiN. . `XJffDILE ON 3LEi' ", '\ ? •'+....:. `\ Y` ." i 1t�FU*V'1:..eFO1,••,p LiV 1iECr:ta FDO. tt SH DUOE+}1X8!, .W S1FETia Flit i D t aAuts(D f9T 1/2 ON \ . : =t Yl-r'. G.," (D,OR� .Q DA OR DIR QM�:!'t✓°"".°1�S`3`.:-,�a' '4*91 DNZK rkIW l W66D J WKI:.,,f R-9 'v V-V^ E p lY tilIC1AI V. .. ` a l•Q. ".•- STt/d5 RE4'd. ,. FINxsN .' +! K�• LAN :ELL=.66 4 �d"tel>.O'.0�,":�" '�•� �i®�'43� DETAIL END CONNECMN DETAIL.� END Gy�}�j�4�itON. DETAIL `,02 FLORIDA BUILDING CODE Nigh Wfocity 'Hurrlcone Zone .. .. .. ....... l7 .. F017 E1tST�FtN AFETAL PPL 'INC: BERTHA H h A A000rdi6i!Sutter System ■ ■ ■A� FiY. e�anE'��.W/�wja H.V.wrwav SAM. nLLsr TESTING& ENGINEERItdG cotaeArg Amertcon Shiii6e 5ya ams REY.Wo DESCRO!TM DATE loamrM. -ML- 17�' • N.w.:am St."st,aos;,vdwar,AFWWM R WA"I AssoCitlfton, IDC. i oLD 15 DeD /oz/n .Harr. Ds/a2nx: .il.., phto`:(30!nt-i53D,..,F-;.(3d`+ Tt-t5S1 9268 West'Raada tNrva x, .. HAWING Nit ...... .� t4�A< a rna3,"tttewOa9 aam Ph..(900)4 2012204,F.;;(561)200-48.380 , 17`t 22 (f V J[(��'j��j' t �TLS : WfLTE Z T N I.FE P E„•siL' +� tE FyDRu1A uG.p 4411 $ SHEET S O . 0 s•14FFR �s/tfaTloNe/yN(�(fy�NDtL10kS OF USE'FUR BER 1 b ° 4UNISON mm my wQQwjLAmw Qf+@ t WX ASM DESIGN PRESSURE RAT N6 '2.WJC`SHUTIE.R SPAS 2s.. c .. 3,At:LOWED MWNTRdGS:A.D,C k`y.ON SHEETS B,7:AS WELL AS MDUNRNGS UM 0.T,U,k M�„,aN.SNEETS 16&1r77. '. rf�,;�y ONLX t TESARE S y,OR PJPOSiNGRLAYWt.W,CASE afw�PDNNG •yw 17C/a�UJST BE'vmLLDEU ONLY AT EXkE3i�R_ A=M SMCE OF r., CENTO Wt y5 ae :ry 5.(A)HY-VNDOX'.DtADEQ!SHAI.&LX.MIDW A MAXIMUM OFOPEMNGS x Ft?R�PER BLADE AT.SPACTtM SHOWN gWSHE#T`4. M.FA END ' - EDGE OF NV ._.. _.� bFANY�3`0,H�FOR44SHALL.Bt3O2'. : WtNf)fYVBtADE:Q C4 _ HOLE.. MAY:S wumoWs . k. .ALLOWEt7 it HY N _ '(C),FIRST OR BLADE CONNG OUT'tROM STARTERS AT F7LIJS MAY l3F HV WIN004T'61Af)E k k I 'WMDOW BLADE 1�.¢�+ ., _.' (D)W W HDOW'BLAOE;�WJST,BE USED ALTERNATE TO"A SOLID FN BLADE y ,. : � � • �, .. a THRWGN013T S1iiFTTT-3t5 N1DTTl. _ ADJACENT'TO A SOLID W k (FJ TE54 SNAtL ADAY>.BE 11'1STAt1.E6 1p??$fie 'k —' C i-AT F1TF>B2�STDE OF 3HEM. '-s '. k - q�, Ol)P ONATe, „YdM30W; }a THE=DOOR OF THEPROTECTE0.-=S—fiTABS FADE Sf BE' SEE IjEE 1 r`... I ," ', 3q, MY'RMACIED AND.LOCKED�USNNGNGA LTVSETING TWL�PROVI._. BY ASSO. J I 4 k 'DETATLS;ON�SHEESS �- _.. - .' , �H� INC. 10 B te'7YP_- B,SEE/4VCFTOR SPAMG SCHEDULE FOR IHSTA,1Ai1ONS MT0 1VO110;FRAME' 4tAL NEfGR'1'. gS ... Bali MGS'ON SHEET 15:AS LAMM BY SPAN 1STD`0ES01 L-D,(SEE NDTES 1,&2 ABOVE)., 7.SEE ANCI{OO SPAClNO St'AffDt7LE_FDR WSTAELA7fON5 BrTO,PWfM '�; >a` CONCRETE OR GONCRE7E'BLt1CK WALL.ON SHEETS 12 a•'13.f6'UMrrm BY' I SPA71`AAID�DESTGN LOAD'•(SEE Noms I&2:ABOVE): a M MMUIn SEPARhA41l1 m LxAss scF{tniit . .__.._ (SEE PtAti"F&'REaUtRET>FJJiS) D H TYP TOP&.BOTTOMo �+ _ ' "R SPA! MINBUTM'SEPARATION'o'. IIt--90'—!Ao�c.. 5� . ELEVATION {AIL�PARRDQi m arcs E%6"I01G�G3Ji55 5(}¢,WIE CM 9BET"2 FbR O.OAEtt .. _ .. .---------- 4, _`___...._.. (SON>;11f5!_Tgi-:H FST�tic¢�A. - - _ _ a / PLAN t TYPICAL NV BLADE MWIRKINg IN `tl1dISON W( Hfi/ 1NlNDOtN' BLADE €1 SkUTCER* FLORIDA BUILDING CODE '^qh Wlodt.,Narriaane:YDno 0=2017:EWiERN.METAL SUPPLY,INC. 111' �� GacE a'�'�✓ _ BERTHA-HVP m s •.fi Accordion Shutter System. l E �Om Am' SwA>t o ' i Ar oda i ShWftr;Sysf®ms REV}b v a ,�oN�r/OR wT TE DRAIN M TFLLiT 7ESTiNG & ENGSNEERTNG•COMPANY A9soclatiOn. !nc ,. oLD,s 0ea /s2/n DATE 00rOz/17 '° STATE Of 4 N W ^: sw t1ALa8A s.Bce1e;1LORwA 33i .. 4268 Wes*ROOtls 6txve E .. tc� 4 phana (305}974 1334.Fm:{305)871'=1531 Wj 'IVO, w 0�ivp Y6ti a-mail.4tteeooaoFaan West P01m Beoch R.3,3407 DR NG- •'...,.I \�'1*tr Fi.OtZ A .1.iBz Pheni:(366)432-2704 ..FOX.(501)269-8380 4, 17•-�22 rS'�+ • FLOR1 A:T ,#44 07, a SHEEF' Pf#�TE s49 OF 20 l REOUR?EO MINtNtDi IN.STALLATIO:N-S W f HV BLADE A HV CENTERMATES -- -me. 81 t 1/2 x 0.035"THICK .. VARIES I -)2 000 M ,4n.ASTM A-653:GRADE 40 2 Moz—i ...- .. MI. 0-60 OALVW I q36 INTO METAL :STUD WALLS METAL S=S AT 16:0.C . , - 1.O 6 O.C.('�'�'�/J '4'.1' ..... W�w _ i/2. rGENERAL ONS dNDMONS. p o �f NOMMAL o ALUMINUM• SLEEVE: MO BERIHAXBLADE-A DON 6063—Ts'ALLoir 47f0UlRED MINW[IH 1 Nin. ///f// ,n , �— nfa !. :1 3/41 6't/4 k b.036"',HICK'4Tx,.i .13E ) a fi ox;r`� r -1-"� STEM INS LLATIOR TO METAL STUD WALLS CtlNr_eA<v.srFE<'rwsac-ewYt,e<7. ' _SEPARATION:.TO GLF+SSSCHEOULE = " ASM A-653 GRADE 40 6Gn.G-60 1 - 1 r .. - OALYAN-6 GRAD Eo ro"sT G- 1'0'e'o.o. :� � i. MAX.'A.S D: DESIGN PRESSURE'RATING: 175, 75 s.f. � �- ,IN1/1.TEK SCREWS ONLAS AP G,NNtSHi .. P•TEaR CRQaoa FACE € AS ApPUCABLE $. MINIMUM 2. MAX:.SHUTTER SPAN: 84`MiN.SEPARATION w SEPARATION LENGT DOShNG-GLASS-1 f t To CLASS TO GIlhS.S ��--(SEE-SCu LFCE) Ic 3. 'ALLOWED MOUNTING: M ON`THIS SHEET'.. � .. .1 f O-20X3 BLT € EXISTING,F N15H `) m: 4. ONLY ENTERMATE 2, WJ 24 HV DOCK ARE dLl()INFO: MUST PENETRATE ' Pn.LE u WITH 2T Mi GED A METRICAL LAYOUT. 3 1.4 ..i SR f46 T 4UN0035 nnCx Nn,i, ,m 8°'c J USE.:O(2} -5 (6" LONG, MINIMUM).MUST AL•WAY$ BE coNt cav S7EEL raA K CItM1NE<1 gt�gc ¢3Q: € INCLUDED AT RIOR OR.:INTERIOR'ACCESS SIDE OF t zsG- y •ow' ASTM A-653 GRADE 40 fD,,:C-60 4 i r, { . GALVANIZED FATTE,tm CI sruas 1 , ®s'mc. �., CENTER I- - m' s INTTEROR aa,botINOR FACE ON € :, t 4 .. , o'. Mitt, 1/4"0-40 THRF�D$ BLADE SI�tCK DETA€l HVF.RS VAIJD AL50 FORJ. p 43c 4• 0 U w �— 1/2' 12. B CENTERF±IATE; 7 :APPLICATION WITH BLADE,1` PRODUCTS FAB­�LOK HD REQUIRm NIRD4UN 61 , TMA--653.. ,TOCK.. VARIES 0.0 Nin.,ASTM GRME 40 uin G-&0 GALv.STEL. IMS _WALL HEiADERaILL INSTALLATION COMPONENTS.: NETPL,S,UDS AT i6"O.C: .. EX1SnNG FINISH AS'APPUCABLE SCALE,3/8"= 14 T(,YPt TOP'&BOTTOM) _T - 1 3/4'z 6 S/4"z 0.035",THICK ACirt: ....0 - -.... - - _ _ _ CONT GALY STEEL TRACK CWNNEI, EXISnNG GLFSS �� € f i SYMMETRYCAL i I ` �� 7 GRADE o 7 s&Q SYMMETRYCAL - , , I ' € M4N SEPARAtiON VARUS 1 /t))t 1/2 TOR.SCREWS ON CENTERMATES W To GLtss rNTERora rx ExrEtuoR FACE € , �, € CENTERMATES `Wl I (SEE SCHEDULE} € 'EXTERIOR ACCESS SIDE � INTERIOR.ACCESS SIDE.. .{ i 4,; iN NN,S'PARNIM t0 GLASS: '€ 6-(TYP „N s,rdwital>o aAss �, W/cam I=(sr somw 6 titin IN w/ama6E uxK.(sLE , 24 - {: 2 J Z 1 2 Z�: ,� LOCATED AT Q -- - --- _ `, 12 3 _ -- -- --- '" / LL ENos, VIEW 31/4-.tTyp)=-1 i SIDE p ,12 t?ye) — CONNECTION 'TRACK � r i.1NC,s<ncic V p+r�70���"'>.�LADE SLACK DETAIL HVF IVC, FLORIDA BUILDING CODE:(High Velocity Hurricane Zone trti�P� Tom .. C9,2G,?EASTERN.METAI,SUPPLY,INC. YC��11c Y , —_. BERTHA HVITM ■,$ ''`�' A Accordion Shutter System ■ �' >e KV #t W/D�iN/p tv VANDON'B.;40E TILITE'STTNG ENGINEERING COMPANY Amerlcdri SKiftde Systems nv.No _DESCRIPTION... DATE: MWN ft N.L � tJ &� ,y�,B33SiN.tr Jw s4,SIC 303.VM"GARDENS,EtDRDA Jai' M5000!t101fx IRC.. 1 'OLD 15-080 /02/17 DATE: 08/04/17•,.. •r_ "_�,C`jy.:.gl�„_,�\,;,�(L,ti'r phond (305)87,1530.Fax i(305)871-,53, 4268 West Roads Drive y 6,m b'0ecopad wm West Pol`m Beach FL 334D_T s . DRAWING No -" �u��I�M4 � 'r,• wA[3ER�it Titilf�"jr_P.E. Phanc:,(800)432 2204 Fax:(5b7)209=8380' 4 17-122: Pk:'9f rf.51GN6k9RE/DATE• FLEF=U.,p.44167 SHEET 20. _ e ZO'OF 20: