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' 21, 2008 ' : 11 Tensile I "* *:*Qc,:,** pt 11 e � M " y_ Te"n- s" WN .' � E -� 4! .� . ..... .... .1...... : �� � _0��es.�ias.i�per.. .... pprg!cw��,, P : .....11-1 I...........: - , :.-.:.:.: ..: .:.: . ..................�...I.............. .:. . .� ........� � .4 1 . ... .... v . . .. .. � ...:� R:. :10...I.... ...... . Z.:.. : ------------ ....., ... , , �:�e.]..-_:i�:�li��:� . :�:As;�* �V.:;. � t.�:_M� : - , .t._...� , 1 . - - "d 15 Frank . ...P.'E ' ' ATM 8;" :.:.: *& : ': ::,signed::an. . 0.10J 1-Y 1: rate,,: : :,., I 1 . � ..� . .l... se .. ........... ...�.......�....... __..............:..... .....l � ...... . ...: .l: : , I. `i";:� * * . ........ ... ::: : �:::::. ..... I :. .. . ....... f, * : . _ .... . ..... ..... ....A 1`61�i�A 1. .1- _ .� :_ q1:::.::".,::::�.:::: ... 1 - , , .. Z. � ' ... � ....... , � .- ** .1:.q :: : . :'. . * I .....: _. .. _ .- :_� :� :w,w ...:: . ..... . ..::...::... . * .._ - ... -..... . .. *_ ;.-::... 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YR(}DUCT F,YALI7ATi UlY�2, ,bAT N. i7 t�80LO . :Qualificatio." for Sabic Innovative P.lastiG Polydarbonete with resin 103, equivalent as per.letter issued by 5abic dated 7/17'l08, addressed to Eastern Metal Supply lnc to apprgved#9034;sheet grade with Miami Dade County Approval addressing the burning characteristics, weathering grid structural;finechamcal} properties: ..,...::.:..7:.:..;: .. ... 2 3.STRUCTURAL ENGil�lt~ERING CrA►LCULATIONS 06tha,. .W Accordion Sh fttt * System for rnaxrmum shutter span vs design .. wind load, as well . maximum anchor spacing vs desigil wind load and shutter :.:spanbased on rationa'l:and cc}mparative.analysis, and in accordance with spctiorf . . 1616 of the,Florida Budding Code Calculations prepared by Tilteco, Inc,.July 31, ;201.1 Qctober 27, 2Q10 Aprsl7, 2{I11 acid Augus# 8, 2011 signed and sealed by . :Walter A Tilli#, Jr. P E : . 3. MISSILE IMPACT_RESISTANCE• Lar e p g. . missile im act under section 1609 12 of The Florida:Building Gcade, as per . ASTM E 18:86 acid ASTM E ' 996, as well as Protocol TAS 201 { for Blade 1 and HU bl"de 1 qualified th'm HV3 Blade, Wacker Blade For Ke ystone Mown..ng)M per ASTM E l8$6 and E 199ti (for:Blade 1A) : . : 4.-WINDLOADS RESISTANCE . Accordion Shutter System has been verified#o sustain wind pressures ;Maximum Shutter Span for:HV Blade 1 shall bes rndreated on sheet 11:of 20.of product : Evaluatt * Documeh (PED ), Drawing; # 't7:'l22 at de#aii "M" ._ Shee# 7 (for :: Keystone Mount[ng "M"), 20 (for me... s. studs) and 12,13,14,15 6(:20 of Pro duct : : Eveluafiion Document (P .D ) , Drawing, # IT 22 m a Imum shutter Span and ; anchor s- cing:for Window Blade 1A shalt bie as indicated on aheet 19 of.20:of . :: drauurtg#17 922: _ . . INS.TALLATION :F VHV Blatle '1 Shall be performed's#rictl m accordance v+ th the:details indicated' y on sheets 5, 6, 7, 8, 9, 10,, 16, '(7, 18, 19 acid 20 of 20 of Product Evaluation . Daument{P E C }, drawing No 77 '122 ,Minimum separation to'glass_shall,be as tndicated on sheet 11 of 20 df Product .Evaluation Document (P E 13 ), d.. swing No 17 922 Requirements for use of locks and/or locking rods shall be as indicated. on.Notes 5 of 2u;and note 1(} on sheet 1 of 2d of Product EvaluafiionDocument, p E fl , drawrin Noll.7922 .. � . 9 .. The;HV Blade V11r�rking in unison with Nv Blade 1A, ;shall be performed strictly irr .:accordance wtth limitations :included ori sheet 19 of1. 2Q of drawing # 9T 122 Minimum se arati' l #a' lass shaft be a5 indicated ori sh of 20 of+drawing # p 1.c �� .. 17 9221. iJ a ;�W 4® , _. . �": _: _..�:: - .. ... _- .. _. ...- w — :� : [, v N. °w y� ° �4.* % �� R :: f q .. :.. .. " 6 +��$ :: -.. _.-, .. .... 1. ........_..-..-.. :........ : ... RO. r .. t:i - i - :.: .. .....::PRODUCT EVALUATION;REPORT NO.17 0802.01 :. q . ......::. :. :. 6.. MATERIAL::CHARACTERISTICS Atl'D SRECIFICATIt3NS. - .. .. Shall be strict) rn accx�rdance with;General Notes and Compon+ nts indicated on Y . sheets 1 through of 20 of Product Evaluation Document(PED ), drawing No 17 - 122 Anchor specificafions far HV Blade shalt 6e as indicated on sheets 13, ,I$, and 2b f-20of F'rodu.t Evaluation Document`f� E i `. , drawin ....G. � .... ). . - 7 LIMITATIONIS.ANID CONDITIONS.DF USS: . :71 Shall be s..011�r m.compliance tinr�th General Notes N+a :.1, 2,e , Q, 'f 1, 12';and' 13 Iri!dicated.on sh1.eet 'I of , of Pr6duet Eaaluation Glocurrienfi 1.1:(. E D ), drawing. No 1'7 '122; prepared bjr Tilfieco, lnc and:signecl Arid sealed by UValter A Tillit� Jr : ;` P E: : 7 2 Prodcrct may lie nstal11-lecl w{thin HIGH VELQCITY HURRICANE -ZONES as . defined on section l 0-210f the Florida Building Gude 7 3 Product shall.:.:.:.,.....p.:.::..:..-.:.:q.*.:..:...: only be installed into poured concrete, concrete block, wood framesfiructures, and IVIetaC tud walls 7 4 Limitations of use:.Blade HV lJSED unison with blade HU1A shall be as per. sheet�18 vf20 tfdrawing No 17 '1.22 Product Evaluation Report prepared fay Walter A Thfi J., P E W. *Hda L�cen a No 441 7;, Fres�dent of Tilte11 co, : tFtorrda ES-0006713} .. . 0 AW � ��. .���� � - �;: _. - - eq «• ; v .. sI. ' " '� � r .. . _ ... .... .,c. .3 �. .. 4A Rl W.. .. : Ar . ..:. :.-- -'-. ..... ..... - .... ... a j f{1' k - _ .. - ..; .. . .... .. ... ... .. .... ...-.: ... ... .... ...... . ON EN_ NOTES: i JiTti+ HY ACc0iiQ9N MUTTETi:sYstELd$gown:ON.MS PRU1n1cT 1 vAluAnoN DOCUMENT(PE.D7 HA5 u�[tEFjEO:FvR QA1P#it�ICE•Vf ACCO1tDANCE:KITH;tH£2DT7(5U7 EWYIOv): 6�f OF tH$fLOR711A,BLIILpING CODE:Tfi1S ACCORDIOfJ 61TUTTEI3'SY,MJ MAYBE WSTALLED AT H�,kl VE1:.tl_- MOME:20NF�, Df iGN 1'r}ND tOGt15:SHALL t3E DE'tER7dINED AS:RER SEGTiOFi 1&20 Of-'({i£A .MENTtoraEU COW,TV*kblk.fC WIND,SPEf}3':REgrJK3Ei?:sY'7TjE��4tRlsf}(bnPt,:w1iERe.SMurre.R.'YVkf1 1ABLE QF CodIYTS~ . $E IN5TA1:4ED.KTIN:A DtRECTt'DNALrTY FACTOR xa=O.AT5,.USING ASCE 7-19 A'YD;StW,L,NOV.FX hfE:MAXitATAl.(A.B 9 DESRGN PRESSURERATINPS IPI�F?ON 15REEET:S 11 3HRU IS 49 dt?D,, - At frit MAMMA IN ORDER TO YE731FY:THE ABOVE'C'ONDDTON :ULI7MATE OESIGry K,ND L4AD5 DETERrd.1MED PER ASCE 7 1TJ SHALL:aE RR5T REDUCED TO:A:.S.D 4ESIGN}!3T•H3 L+iADS .. .... . 8Y'xDL1t?L(tNG iHk?eyY 13:8 iN:t)$F)ER TO Gt?htPr THE5E..w,(st,XX..(RS.D}bESiGN.•�PRESSt7RF,)�77N(,"S tNi)tCA7ER"1}N SHIFTS t f TH{'U qI. i`3'de':2G� -. GENERiXI.NOTES: SHEET'Q 1h.ORDER;TO kEftIFX_?HAT ANCHORS,Oho THt5:}?:E D AS,TE52£D,;}Y,cRE�NDT'OV£f25ff#ESSED A 33:, .TttCRFRSE::1N AY:if7WATItE LOADS P6S2 1YIMD L9tzts;VYAS i94:`,LSEO tN.'!k t ANALYSIS.BERiHlti SYSTEM:COMPONENTS �i-'20 SkiEET�:.'l H.V.ACCOROICN:SHUTTER'SYSTEN'S::ADEO "TOR:WIND AND:LARGE'MISSILE Tihf,',ti^t":LOAD!Ht'S:SEEN'VERIFI£O.IN JiCCQJi()A1JCE'4flTkl:$EGT10N,iG26:OP'Tf1E:ABOVE MENTIt7NE0;CODE'AS".t?EB AT4 SYSTEM:COMPONENTS: .21:-37 �SHEET:3, REPORI'b"i .. .. .. TYPiCA1:,.SHUTTER:'ASSEMBLY. 38-4 :SHEET'A, -HV$CADEO.{Y027:�y:Oi,Q3',. 0275OL 03;'#1.003At-05.,g72fap1;r6S,j00317.D2�06 J,10,809;0:1,=1p AND!$0'X10.0f„,IlAS•PER:'TAS.:Sg1;TAS.202 NTD:TAS 20S*PROTOCOLS :,Q" .._ :: .. :, -p. �¢1z2p.Dk-7D:A$:p£R'LAS.201,TAs?D2�.TAS:2a3:PROTOCOLS 1ARGE:MISsI E, ARE. 2;.t IY.S)ADE(1),- D T FU WIND :Map 3CE1: FIV v$tJDOW'f3CADE:tl'A #0595:0t-08 A5:YAS:20S ;r02'�ik , :203.:PFtOTOCOLS AND 672507,NH aS:PER T2D2.0f20T000L1. (WHEREAPPLIGAt .: TYPtCiii :StdUTfER EiEVATfDN& NOSES ON:Lbet<s SHEE 5 2.HV,BLADE Q ANEt;;FiV WL01DOW.:BLADE 6::.ARE.ENGINEERED TO:WORK:.fN UNISON.WITH EACH OTHER UNDER:THE GENERAL LIlAITATIONS.AND'CONDITION,OP:USE ANBICATED ON SNEET'19. ;NSTt3L,4 SHUT 171::CAt .A f :t4:G;E'ES ONL Gf�,, S jE&S c IPJSIALbA770N DETAIW;G M GONGRETE(BLi}CK: SHEEN 7' 3.$ERTMA.,.H:V.ACCORDION PINS:(W SCREWQ,.USED AT:;Bcn:OEs KNUCKLE A7dD�FOR:.DIREGT�lApUNI,';CONNE(:TfON TO'TR4CK�:$ITA?:L bE.�:.;k#%2,TS?WD:� 1wk1,75;RESPECT}Y,.ELY:,•?:10.�KT'MINITdI!lt,. :' CENTET31dATE D AtfS.... : • SEfttE5;sTA1NLESS:ST'EEI,.scREWS Y+ITH 935;0:ksf»ELTI:.STBENOT4 ANA,t9tr>ks[.?ENSILE STRENeitT„etNS:SHdtIL;BE CDA O::SMrt ER7ttx.tn'.OFC!?OSHIfiD GCtAfiitafi�SYS'tEt�t P3 aknptpFACtJrRED:6Y.' : .......... ....NV .,.. ..... .SHEET$ APPROVED:COaTIN,G,;APj?i;JCriT4RS;REGISTERED:Y%ITrf AEAIifTiCAryf S7TU}tER SiSTEMS A550GfATTON•:PINSs1dltSf'BFAR.TME?1V MARKING ON:THEIR t(EAO. CENTERMATE"ALTERNATING DI:1'ATLS;lJ4 SHEET'S: & ALLA.I}hSiNUM,#:XL'RUSTb`k5 BNa€J,QBE Att71#IH(JdA'ASSiSGfiA'ISt1Ci"ALLOY FNl}tEhf,PEff AS:INDidOIECI#Yi:SHEETS:2:"AND S.MINNUM YELO-i Yik Ti0TH FOR:'6063?S`.ALKDY•IS Sti,3'ks'i AND-.35;7'iisi END CgNNE(:TfOM DEfpiLS T-S,:G©NCf2E7E/DLTHiK' :SHEET*IDFbTT.80p,5-7,'}'ALI:KTY: . MAXI7ALIM VAN":TABLES :SHEET;T}: S a1z SCREStS TD::BE:SFA}NIrESS"STEEL 3O4"OR,i18 AlSi'S,ERi£S OR 60P.ROSfON.RESiSTAffT COATED CARBON STE£(,AE'PER:DIN 50,0T4:%fN:`50 qsi M{N?IE,CD.,STTiENG)'H AN0:9b kt;1.tdlN.TENSILE ANCH,(?R'SGHEQ(1(E-�CONCRETE :$HEST't2 StRENDTfi:AND$HALL COMPLY vj;f1QR!ttk SUTAING CODE:'$WpDN 2a T.3:0 T: ANCHOR;5 LTOl11Ti- OR1bRETE SHEET t}'.. A.sg6T5 T6 17E;ASTM:A-)07 GAI,vANfZE6 STEEL..DR.A1S1.30A,OR 3T6 SETzI£S STA7NI.E3S SREEL.YtRM 35:usi�MINIMl7M'YIE4:R�STRENGTfi. :ANpflbR:8CHEDUEE;- CONCR�7E ;SHEEP 13 :ANCHOR,SCHEbufk-.6NCRECr BLOCK :SHEET 1¢A: 7:SEE T#iE:FOLLOWIkCSHEEISMR:fvRCHO,R;SP,EGLFTCAT#0p1S:-:tllf BG.QE((}.., k2 13,,S+ti,iA,4,T5.AN[?,26: .: ANCHOR'SCHEDULE-:FY00D. SHEET i51 . HY:BLADE':Q.h WORKMJG IN FaAt15li T 12 'T:3:&'. 15 '.NSTA ixn6N DETAILS#A R,.wow SHEET i$ :119ST..ALEA"i'lOf.T:DETAILSV1000, SHEET 17.' . :.:... $.THIS RERLHA MY:;ACCOROtON Sf#uT7ER-SYSTEM H£AftS':A U:S,PATEC77`Qfi'T{g,S82:GLJi,EP4NE`NZS OF THIS APP..RQVRL,ARE GOY,ERcO,iy';WHOLE:tdt.hY:PART EY'U;S..PATENt#5':458.779 E55tiEf3:TO END CONNE........17ETA(LN 7.'T' :&X W004, $Tf i' 1$;.... i €ASTERN tXET'AL Tv.UF.PLY.INC. .... .. ..... ....:.. :........8.11:SHAtL,BE THE,RESPONSISI€JfY'2'fE THE GONTTiAL"TOR.TL};VF_RIfY THE:,STWNDN£SS f7F:THE ST%X'tURE WmRE:S}IUT'3'ER FS tO,BP,ATTF..tW£D tO INSURE PROPER ANCHORAGE,.CONTRACtORL Ti} SEALfCAVUf ALL SkfUTTE.R CDtdRONETJt>ZD�:ES OUCH RE7AAIN,".THRU fASTENtNG,IN CONTINUOUS CONTACT YATkt'(ITE:BUICDING:TD PREVENT WLND{RAfN�ifSIRCJSI¢N.. .. ....'. ARE4 3 .: ,+jiNDOYU"8Li15E its'ONIY 70' EACH Ui17 MVS*$£AR PERALAfTP,Nt LABEL IN A YISttILE':PACE WITH MARLiNiG:taOTEs DURINO<PERi005 OF'f7TIfiRICAfJE WRRNINGS:t�Otae DWNFx,tEtiAryT,OR.OTHERS T4!U5T P:ROPERLS'OkbSE:ALL. ... 71V AND fIb CEN7cR1AY7,ES AN4`ENGAGE 60 TOCK AUL.FW AND: HO LOCKS... '. 'TYPIGAk:SM42TTEj't'ELEVATIt3R. SFfEEf 19: 'i f:SHiRTER: idA,NUF7tcTURER'S,L;AML,SKALL..BE Ld}CAt£Q'ON::ti PEADILY,vI.5i81•E'LDCATION AT ACCORNIOFI SHt1T{ER_,IM ACCCROA,aCE WITfi'SECT40N,17.0'2:9.3 OF fL0,..QA BUILOING::CODE.ONE LABEL: P.ML'BE flLAOED:FOR EVERY OPENING LAaELING 70.C07df3LV Wtt1i.:BECKON 17DB:5:2 of.(HE FLORIDA Buf,QlNG.CODE .ARFA4: W,WNQQW}311LDE " NLY 'f 2. BERtt%1.KL ACCpRCfON Sf:iVITfR'SYSTEM'S:INSTALRA710N;SHALT,GOkiIPLY WBT1 Si?ECS INOtC'ATED.lN h115 DRAI'O.t7O PWS:.ANY.RLIUDFP7G:ANtS ZGNING J2EGUi;AT[0NS PRG1V10ED:BY THE SyYRISQEC77ON ftiSTALLATION DET£TES AAEiAL STUD:WADS S IEA 20 Wf;£RE"FERMti IS.PPPLIED TOi :13,(a)THIS'xO..PREPARED fay"THIS ENCWEER:.IS GENERIC:A00.0.0ES:NDt:PRQVIOE INFORMATIO^:TOR � �..:.........:.. . . R SIjE;:$F>ECffJC:PROJECT i,e.LtiiERE THE SITE CONQNTOM."�+DCVW7c}ROP¢LME P,F.:D,. " (b)CONTRACTOR TO:BE RESPONSBLE FAR THE.SELECTION.PURCHASE,AND INSTAI UAT(04:INCLUDING LIFE SAFETY.Of nus FRODUCT�BASED.QN THIS PPD,,,.ORPOOE0•HE./SHE DOES N,qT.OEViATE: FROO THE CONOIT!g0 twfA?EED ON''TNI5:OOGU61ENi.:C9JiBTRUCTION:SAF17Y AT:SITE IS!THE CONTfiACTOR$Rt5P01vSIDILiTY; (C)T.P E 4 VI#LL TSE'CONS,-ItR ::INVAIJO.IP ALTERE4,Bt'.ANY MEANS: ...TEIISi QRA�WING$FIAT L E�5YfA�USES t Q OBUN tT5 IN 7E OF Ft € A (t3)"s4t:SPECif i 0664CTS,:SFiAU 9E PRL'F+�?ED BY k.,FY:ORiDA'.REGiSTEREI}.,F,NGiNE£R OR ARCHITECT WHICH:mLL_ CCME:7NE EN:CtiN.r`>=R 9f�;ItECORD�({E,b.R.:);F,OR THE:PRt7AEGt ANfI 14H{1;WILt: - ... BEAi:ESPONSIBI:E::FOR THE:PROPER:65E OF'THE P.E;Q;::ENpINEEffi�OF RECeRO:ACTVty A5:A DELEGATED:EN EER TO:THE P.EO::ENGiNEER:SHALL SUE1411 TO:.TWS.LiOTER TRE.�SSTE SPECIfTO . DRAYttNG5 FDR:RjM9 W. (:}OTI01fYn7_PT.p::SHALAi:DEAR THE DATE>AND'ORIGINAL.;SFAy..lil^1p::SICMATURE Of'T1iE PRC?fESSfGNAl E61G1NEE[i:OF'RECDRTT'THAT RRryPARED'IT, I ELtpt��.} o �`" FtdR1t)A Bt�ITC11iVEr"C4?I7E' A7 h 41510eityl N'u0jgOne:Zone vzrAL;^sUPPLY INC. 13EIR-7.H -Tm A�Wrdiio...,$Jw System o.. :.... t... m: A ►ertaan 5huttnr 5ysh+ w 1)ESL91CifOM T>x�e. DfTNh 1 8Y �,; .. Tsui tIE53(MT aT I<TacTTaEL �a+fpa�t soaiatton. 1n . r" GLD 15 Dec t. ,DATE .:....... ................................................................................. ......_........., t)uS+ ..5...s.TAq g.d t3D�J9Z1Ft1�3s30rtD0a,0;rn:9.o71m1c9pT T f3GGA3}Xktswll Ptfone '489042432-2Ne2s0t 3 ba.Fd'O'r.6(5v8aT)ZO.S-•Q .......... Qiry 2fi c .k,P.E.. .. L...PE SEtfS�tONATE7jnSA3E:..... ..... .FtbRti.,x,i.Ni1G7... SH.� _ F. . a6 -aarnBi:wcvraar tikxgG:Q - ... .. VARIES .... MC + •.:,. f7 .. .. —, X899 .. f. ! 7. WADE HV: UFWATAER }s6 iliX' 90• i8t?" STARTEii a OVEREp HNDER US pAIEt�T 545$175 Qt)RLtFIE4 FQR USE W :QUAL?FF D-FOR USE W/ HV 9u4DEy;t� �HV. MET MOUNTIUA. HV'sl�+pe��.. }�� WINDOW BADE 6605•�T5 ALLOY, AND T>•IapEFt" QUALIFIED FOR USE W/ W, 6063:16 ALLOY'AND TEMPER; •SEE C3MITATIONS OF USE OE BLADE, ON:SHEEP 1.9 BLADE aza b 6063 f6 ALLOY AMD'TEMPER '3 28 is 6063-T6 ALLOY.gryD.TEMPER. 0$5" 000 _.Y ... .. o a z2 E HV ADJ. ADAPTER W✓LIP 7: ,, naafi T uaiz" .... t.rrs �zzfi — QUALIFJEp FDR USE W/ Hu �!8)F}V :WALK OVER TRACK iia l ff ADJ R BLaoE() :QUALIFIED FOR USEV/KV fig V T E CH CK ' ss 8063 T6 nLl t#Y AND fF.EAPER -�`—�'�-Qg'-` QUALIFIED FRR USE.4Y" 6L4QEti:+ QUALIFIED FOR:USE W/HV 60$3 T6 ALLOY ADTEMPEF, r BLADE :ONLX. I HV.RAI�ARD. .66r3&»T6 AUOY.4,114 .ER � Y es w� - 936: 6063=T6 ALLOY AND TEMPER �QUALIFIA FOR €/ E W/RW' .. rl to VAR( i936 fiD63 T6 BI Y-ARO TEMPER: '.. .. - .___.-r ..—. . . _......... a^6,.s��..-_....._....2 1._5_ .._. 060 67 c f •T: .... ........... 16 .... . . 1�V'..GEICIHG HEADt li f }JV HEAD JSILL 1 S HD CEILING HEAD R' S1L Q L7FIELT EOR USE.W/ HV BLA 1 DNlY, QUALIPIED MR USE Wr HV BIADE:�7 ONLY ✓ t SEE:SECTIONS:,FDR DIT1 6063-T6 AtLO: AN U JE0.kPEH :Q13ALlF[Fi..FOR USE Wf HV BLADE' �i HD HtALL HEADtRAILL SEE SECTIONS FOA.VALIDITY QUALIFIED FOR )S.E W/ HV 6g63vT6 AL1,01 AY �MPER. 1500A-Ts ALLOY Alia:TEMPER: BLADE:�YQN,LY. 6063-16 AU 0Y AND:T{hAER :COMPOt>f&a M x kAPI.r AIlN f r X Y t _... 2 �y'MATS t k/'V 1/8` 2 2 ID tzS' tf 7 AN .( _.. �0!92`�019d SIDE GLES: E s __ QUA.1171 F RUE W/ HV AU LUMI ANGLES: M s �_ nAxlot9D''oiso I p; CORiJER POSTS BLADE:1 QUALIFIED F4 U$E W/ tiv' __�r-_ _ _ QUpL1FCE[) FDR USE..W/ HV 6063-T6'AL1:OY:AND'TEMPER .BL.AL3Ek ONLY :f .,�. L . 2 5_MAx.i 0,135" 0 i,3} BLADE 505576 ALIOY''kF1D TEMPER 6065"16.ALLOY AtlD YEM,PP,R' �+ CME,. EASf�FJftiIi MirmHuaPLY kip Zorf F1;ORIDA 6UfLalNl? ,: SERTHA.HV* 7. ■ GOr to er Sys em z ■ I� i t w QR v TILLiT IE TING!c ENGINEERING,Gp1dARN1 �kmeriCgh, Shu>ter Systoma iFt[ua a£sm+PnaN ..aAV < fl d'' e` tuss'na.saW..gf;,5Cs,#w wrcirun tzvoEµs: A..sAt ASSGCIO}�Ahr OG, f. oLtk t5 t>aG tY.... JAAf6: �s!it x ..... .......... .. .... ...... � N r. .. ..';(3G5)aFf 1'530...Pax:X505)9?'IrttSYk...... ?€ N1PsfiRaudg G4ve .. .... . ...a 0....... ..... ........ q Pi.ane 288 f1TkAwkd N'a W �fI} s a-tnd< mce�awar.4ary Yleat R6Im Beach 1~t 33461 "4 s pt r f" f 6d-00067tg pnonC {804))332 220A Fax (501)209-8380 ATE: WALaTERmA.1.liil!f Jr P6. f Ri ........ ..... ...... ..... ......... . ......... ............. .... ...... ............ .............. � :.... Tu :.SHEET .......... ............. 2_..,......._...3 2 7/5 ZaAt/. '7/5•.20 NOUST .. �2'3 '?45" �7 ---�—.- —$` "^ d" SS hF7D' -'7 7HRE?OER t [^ . d €, L �j{ 1% 11 (Z:t1PJ �BFKfO PDkaTE[1 TR D,EC' i I3bKEtl:Pl3ttfEC� !{1 S4p3 ; 7 { 4 0 m. ti :C4 y. m� � QRLS.S'NR1S"`.1 a 4 :KNa9.: .... I � mel, 7 NM� LDp E.. CNRouE FtJiTEO PUTED) QUALIFIED FOR USE W/ H.V eLADc�?'?& 6,6 ONLY BY—FLOATING C��tERMA tix a°+i �� '73 � � � i SIV LOCK HV.EGRESS_L,OCK 6063 T8 ALL OY AND.7EMP.ER -QU IEO FQB USE:W/ HV 9f:ADE(TFj&�'1 'I QNLy' •� _...1.�.�. �' b063�tfi niLDr AND:TEMPER 875" Q9MADE; tl&' ON! HV QUALIFIED FQft USE Y�HV r IAV CORER CENTERMi4T£ � Y $LADE G&. ONLY. Q ALIFiED FOR:USE W/ HV�L4D� E�QN.Lr 250 O,D �y 518' € -7 875 6053 T6 ALLOY AND TEMPER: PUi,''iIC RFAD f t( . 71.758 922. t .._ A 04K 32 tdC3.D CKfVr tm� ss�Oi r�"' . € _ m �i ":Af'tER NI71NG 1/4"�::,2iI E'CFORER1VEt#NC �1 i o} e t 4"O20.RIVNUix S,,%.THUMBSCREW of �! pFr°Y ro f SER !ES 5RX4 AI i3A141UN#2025 73 ALL LARGE LANGf THIN 5HEEi NUS6ER.TT P1JiT Ofi2e AS#,CANUfACTURED-Jir.AYDEL F7;<iNi,.0.LVA7IQA' —{ �2�-.: HV.MALE "T" LOCK CENTERMAfE:.�, ¢ss6 t f— GeERRr.T�anRN PyI PPf(!Y tYcl4:dER5EY A7G54 OR EfN r1.. V "T" LOCIZ HV ALTERNATIVE CK 7 LOCKER FOR "T" LOCK CENRMATE QUAIIFIEa FOR6:U� Yr/ tv BADE gNLY ...€29 HV FEMALE "T" LOCK CENTERTE: L4 6...63 7.. .L 0. AND TEMPER QUALIFIED FOR: U5E w T�U;4LIFIED FOR.USE QUALIFIED.FOR USE Wf:H,q QUALIFIED FOR USE W/':HV BLnDEC1 ONLY I fi063-T6 ALLOY AND 7�3 A Epow7 kl/FiV:BL1iQE 7DNI,Y.. LAL3Ei1 ONLY:. 6063 T6 ALLOY AND:T MPEP.' - m Doi ..... . .......... � �.-lf X30 ..... .......... ........... .... t:lNUM87URN:. ........ .......... _..:... .. mi ..._ .... .__....... OSs _. .i CYLINDER:r' i KEY.cYUNpEP. _ ( 214 L-..«..�.,.. ml ,� . I n r.. ..... n ..... ... ml ti3 N ER NG ROD0�, HO CENTERMATE W/ LQC INC QUALIFIED FQ E W/ HV Bt.ADE'�& f,:. QUALIFIED FOR �� 506 -6 ALLOY AND TEMPER iai I 60 6:ALLOY AND TEMPER ✓ VARIES, 12 MIN. QUALIFI= ♦7R USE W/HV$ cl t/4 0-2o ss ov 3le:a 7s - 063'-T.6 ALLOY Ia0 TEMP!_•R: f ACETAL.TRU1L4SCR#vs 31 f2" t1 _(-TlI N 1 (SEE r TAIL53 4 }i...._-- DR.KErUR.. I ' ..z.��'�„..-�-,.—_�'".•1 .., �c.. � �: 5 5� Min nI 3�a LOCKING RMA �r5 m t�<c4 HQ LOCK „ , QVAc#F)M FOR USE WI 49 BLA[IEt1;• 36y f8 0 .'16 ACETAL. T. V; 4 x::20 AISI 3QJ ar RFcer�T HARDWARE AtaRTisE;,LocKs���i�s z�3 bjDx sa(T:Il�csc 6D63 T6.ALLOY AND TEMPER THi7MBSCR£WS S S.S. QUALIEED FOR USE W/ 4Cf BtADF 18c . �4NSTAI LATION::WILL REQUIRE A.7/11V:HOLE ''ti UAG"IED'FOR:US U� HY BLADE;i Q IFIED:FQR USE - tADE.,I�: .. .. / „ LED AT'TRACf<S'FOR PROP €KEiEDME }#itpt�y+x��yy / OAE 11 h Helgatt I♦ur'ricane FLORIDA BUILDING G i Zane} �f r r _ ..�o� ..... sljp.hy�.... .. x �.� ..... BERTHAEHV.- !INC.. IL G C �a:c. i�mSm p � er System Aecordan Shutt ...... t v WIDE�i w/az wrQ ttv with .. r� TILLIT TESTNr & NC7INEEBiNG COMPANY AriieriCbrt 5tlutter Systems ttEY Na DESCRp+T10M .DAiE Lw-wN Br ML. asSa'NM 06tH 5< Sto 05 7Rgmk CA oml rLamaa,,, AssoCiatioe, Inc: L oLa t6-cea fa2lt OAT6; rt8,raz/s7... 4 (3C5 HT1 53C Edx (w t 426 Kest:Ragas Dyne z ..... Phane �. t ... )97_1631... I � e--mat tuteco6aol 9 3 DRAWING NU „ w+a. West Polm Hrdeh rl 33407 'YM&tRA bLLrrJr P£ Phdh (600)432 2 Fax (5Et)?68 8'^8t3 < .17-1-22 PE S�iyyQTUIIt`/DlT _ FLORQ0.4c..�,41767... .. 5. :SHEE1' .......... .. ... ..... ....... ..:.. .......... .... .:.....:..... .. _. .. ...... .... .... .. .. ,. .a 3 V 20. SNUTTEl� ASSEMBLY SCHEDULE FQR .... ` HU' lM HV Q 1 HV;'BLADEtA _._.._ f[� 1 # Eoc `' HV BLADE i A J `1 j h t rrao Yf.BLRDc x525 x 0825' 3� HV'LONG RECESSED NYLON BUSHINGa— [ .Opa n t "J.J t4NUCKt.E. I .0625 T,- IS75 Y p Q HV.SHORT RECESSED NYLON OUSHIN 4 HVNYLON.HAT WASHER N°0 2 u Ij Rt 7sob' 1.: T j t 3,50' HV WHEEL CARRIAGE AISI 3OZ 303 SERIES 5 0 87Wx3 I6 TH1QK NYI:ON Y,fH : 3 "r 3: — .. P x '•--... / EEL. Hy.WINDOW. O y8$e AISI ,302 SERIES.S' RIVETS '? SEfARkiotS. m3-... Yv 1 3/4ACCORDION PIN rJj '#8;NEAD'* EXTERIOR j` ' D�rvei s =s`sld air s FIA ........ oN cErrrERs 43 HV 2 3/4 ACCORDItlN PIN W/ #8 HEA!)_ _!...... XX I- k 2 t 7soo :3 1 �57�, {4::1 E1�tI'3.fi�Y.tllbk POLYCARBONAT`E IMPACT RES3STANT HV WINDOW. BE1YtEEN: 1 1V 1 0 7 , - Tn s I OW SLADE POpYGARB©NATEDHV WINDOW DET�Atb, ! . N A (SEE NOTE'FOR REQUIREM§NT$) OOR 1 ..];P,Qt~,' ARBQNAT IMP CT'RFSISTANT HV tyJi'�DOW YER OLON. 3103 POLYCARBONATE MIN c FnRt ICE' RFSINS, UV�STABIL I�Et GRADE QP. SAB G suoE:eoTroia.. IN N4V 11VE PLASTIC.LEXAN "!03 RESIN (SEE 'NOTE F"' ON SHEET' 19f. G 1 _ (f) HV P!N� SHAL,.ALWAYS BE USED AT ALL E3CTERIOR � BOTTOM KNUGKLAS 'Or HV ACCORDION SYSTEM Wj' HV� E SOU HY l7 elApE: EXTERIOR: P4 A7 �PlCAL SkILMER AS5EMBLY NM ERC Ft3R 4RMULT nTs: 1YgGLFRWERsLYC O MONO ARB ES I HY PIM 42 OR(4�;AT F. +.tunc"t'i aapul'G (2) FIV PIN: MAY.'BE.USED IN LIEU OF'O AND' ONLY AT EXTLRroR stm EXTERIOR £3aTLOM KNUCKLES Of HV ACCORDION :SYSTEM Wj HV �Da2a etAOEs KN*GKLE emscei BLADE INHEN CQRP,ESI?ONDINO`0 INSTiALLATION '"1.1 SHEET 7: � {�3 � (SKE NOTE :FOR g spEcr.canvvrt muu9s o.astert ao+3mf� 90�TYR TH+=tEE M:o sran�cN asni aesa s as p 0.sgb q r.: ('3) F.IV PIN OR .Wj 1/ 0 ) 1/ 6 THICK S.S. WASHER: w uwE au czR nT r;a rs N Dzsau47J6t3. .kstN'029a 3a0A n':SHALL HE USED FOR DIREGT IAOU1. NT iNS,TALLtSTION PER Of FAIL:X, �>pr � 1';: {j, mracy; SHEET,Q: F } RmcsFD xca wml9zsc ton n/v i�m=isri . rrae atroNRJv c w.tcYiaici�s. . "EL CARRIAGE DETAIL ��o-as r tsnl ozai3 dr.z z e+s z uriz. N;T.s. ASSEMBLY' LAYOUT Ree oF.eusrxic: .rsn+os35 C-I a4s c f , l4:T.S. .t[tF:K?Yi16Y :aa tt 04H13 kai0'f. VN I' '.. .': :,.4RI' i"NS#E.;SiY.Ew'Dt MTER W--VHMK. :AM 833 TER p.�.. 5a4a:p 1 HV BLADE' SOLID & 11 HV WINDOW BLADE DETAILS N.T.S. racracvrr� _. �s :"�. .. FLORIDA BUILOINNd CODE (8I b'Velocity Hurricone Zone' _ ... .. i�12017 EAS'teRN:W AL SUPPLY,'INC..... �+. BE THA HV �L EC+® �t� ; .s7rFAr A cor-job Shutter System {ts assn LIT TESTING do EN"FN1ERIIIG CtlFAPANY Am Qh tIor System s WNp�v. P710H r DATE ow Wt? arm ii etlC Shu 1 TILLIT r a cs,vRcuax ASSOOIgf10h, �fIC. t 0-A iS-D60 Yoz i pg7E; as)a2/r� e Jif nn rcFs ..t oEr s stiaReas 33fg. ! ............ ... ... ......... ........., ......... ........... T�" t� .: Phan¢3.(309)B7tl ss a:,.rd �as)871�i531 ,. WesL.;3ands 4rive .. ..... 2. .. .. ..... _.. .. ...... ......... St r r i§ f3 DFIANIING Nb: 4 66 ecc710. M Wes{Pnlrn$eoa17 11.:33:4"07 00067Yq Pnone.{600}432--:2204 . Fax. (561)209-8;}80 S ,.... 17-122 f N ren WAU: R A.77LL17Jt PE. .... { 17—122 ...:.... ....... :izORwA.uc:,IY:a+t 57:..._..... .... ........_.. ........ .. ....... ..5..:..... ._ _. .. $ ; 4OF26 N12IES ON HV LUCKS !AND MUMMIES' TES 'f. MANDATOITY CDNDITKSN iii ONE:HV LOCK'tt',�Dr&SKALLPE USED AT 1/2:OF SHUTTER SPAN:FOR ANY SPAN OR 72 ABOVE OR BE4,OW 1:2 Or-SHUTTER;SPAN FOR SPANS UP TO IO5",MD FOR iNSTAL�TIONS::AT ANY :ELEYATtON. HV LOCK i24 or 2 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK:AITACHED:TD iSOR: ,�x'e. �l GENTERMATES W/(2).t/+L P+ 20::x;1J2"LONG.FIAT HEAD S3,-M:S: LOCATION OF'LOCK:SHALL:B£.AS.INDICATED ON.. K "TYP1GAt SfIUTTER ELEVATION ._.. ... 1 .�.1 v,. 'ONE FIY LOCK OR;'2 .W/.1W0. C5} d 1 I :._— LOCK RODS .AT 70P & 60770M.SHALL BE T1SED.,F ANY:SPAN AND::INSTALtAT! N A7 ANY;ELEVATIM yfi (2t>i — HV LOCK OR :SHALL BE:ATTACHED T0.�2 OR": -twERMITES W/SAME SPECIF.3CATI0 AS1 PER MANDATORY CONDITIDN:,#S, LOCATION.OF LOCKLOCKS:AS APPLICABLE,SHALL BE AS INDICATED ON TYPICAL SHUTTER:ELEVATION. MAXIMUM:SHUTTER:SPAWSHALL.BE.DETERMINED AS PER.SCHEDULE#3 ON.'SR. EEE' If DESIRED, FOR GETTER PERFORMANCE OR FOR SECURITY PURROSES UP: 1W0:KV x .= ,, /� # LOCK5 ,;X1.5 OR R ;:MAY BE USED AS AN INSIDE'OR-OUTSIDE:LOCK. CONNECTION OF.COCKS TO CENTERMATES: - 1(( i I I 4 Sort 4orz3O :s ' -0k.,x,i"ra-.,: OR SHALLvBE AS INOtCAT ON NOTE(t)ABOVE. 5 s LOCA-DON.Of LOCKS SHALL BE AS INDICATED..ON TYMCAL:.SHUTTER ELEVATION r 'LOCKING,;RODS. ;.ARE NOT REQUIRED AT,tHURMCANE,POSITfON;.,BUT lIAY (3 BE USEDD:IIF DESIRED TO ENHANCE SHUTTER'PERFO-F2MANCE" LOCKING RODS; OR;:AN ALTERNAAI]VE,,DEVICE ��✓., : r MAY ALSO BE USED'AT'STACKING:POS{TIO.N,(NDN HURRICANE�POSiTION�, .. 'S:�{TOItY CONOdTiDN'i2:'ONE''.HV tQCK:2,y.o $.SHALL:.BE'USED AT CORNER CEtd'jEl2MATES.:FOR ANY SPAN :AND ENSTALIAITONS AT ANY ELEYATIDN HV LOCK i�. or ft SHALLBE USED AS AN OUTSIDE.OR INSIDE.LOCK : ATTACHED 70 CORNER CENJ:ERMATE W/(2) IPVd-20 is iJ2"IANGt FLAT HEAD SS.:MS;TWO:LOCKING Iii0p5. : s .. AT TOP&:60T7.OM:SHAI:L BE USED..LOCATION:0F LOCK SHALL BE.AS tNDICATEDON'TYPICAL:SHUTTER lt"ATION ' -FAAXINUM SHUTTER SPAN.Si1A4. BE DETERMINED AS PER SCH£DULFS.SHOWN ON:�5Ht7':f;.12,, I l ! : `E,� ••TONE ALTERNATE tIV LOCK _@ MAY BE'.USED_IN;LIEU OF:HV:LOCK-_*br 5 FOR:ANY:SPAN AND INST11CLhTI0N5 AT'ANY ELEUATIbN;;.ALTERNg1E:CQCK,:Q;D:MAY BE:.USED AS AN INSIDF OR C/UL 3DE'LOCK..ATfACHNENi' �, ,� - 'Sl: : .OF 1Ja m-Z0x3J4S.5`THUMBSCREW TO.�j?OR CENFERMATES�SHALL 8E MApE W/ 1J4"0 20x3/4`ALUM. ;r; : : RfVNUi AS S OWN.ON SECTION.HVE. 5HEEEIS,,.ONE,LOC K'SHA LL RE:VSED.AT 1/2 OF:SHUTTER SPAN:ORTWO LOCKS AT 1/3 OF.SHUTTER SPAN., ' s_.. .:. ._.._f :.- Y:. :.:,'.: ..:::.: :.:::., .: ..._ / MANDAjQ$ ,( {, � �3 FOR:KEYC7Y1gC 3A0liNTTN. C'ITtSTTIdinTTON ONE Liv�l4CK or'Q5 or SHALL P. SEE.. .. USED AT 7/2 OF SHU.'Fi'£R SPAN:FOti."ANY SPAN';Dft 12 ABOVE ORB£LOW 1/2 Of SHUTTER SPAN FOR.SPANS ITA CONNET`CIOt4 .TO:66, AND FOR iNSTALLATIONS_'AT:ANY ELEVATION. HY'LOCK S:or: or''$:MAY BE USED';AS;AN'INSSDE:OR' 1i DETALL$ON .. 'D tE. x i- tK:.: L u. 4 j .R. :Ort :. .Y W g._, Ii IDE LOCK, CAL ATES SHEETS FULL: I., :�f - - .j: ft.SSL CAT)ON.OF LOCKD$HALL B rAS INDICATED1ON TCPI MSHUTTER/ELEVATION USE Of LOC. RODS: ,SSS W. • 76 TLP FULL 11' HEJt,TfC. ,. 'OF' CORNER OR:&-TOP ANtr BOTTOM !S`COM PLETELY'MANDATORY 1: CENTERMATE *NOTES ON HV T " ,OCt�S AND' CENTERMATES° m4 oR �7 r{$ oa(fD,-1-31ONLY is S €1 15 T 3 ?r1 Z S oat AND ONE ALTERNATE HV"T LOCK 60 MAY BE ANSTALLED:IN LIEU OF HV LOCKS 2 OR 9 FOR ANY SPAN ANp 1 INSTALLAriON-AT ANY ELEVA110N..AI:T ?NATE LOCK EiT�. AY BE.USEp AS AN INSIDE:OR OU`CSIDE'L4CK.ATTACyTAENT F^ i OF LOCK O:iNCLUDES';'USING REINFORCING LOCKER'd� ,AS SHOWN SON SECTION:HVG SHEET 9, WHICH MUST T9.E 6 � 7,w(6� 7 �$ce :CONNECTED•TO CENTERMATES AND r2�Wf:1;/4a.,20 x.t 1/2"LONG S.S. THREADED BOLT:W/ CJS$x 3J31" ANO 15f 18j4g`$ {�$ $ + la WINGNUT:OR W/ 1/4:RFIDx1 S,S:M.S, INTO':A t/4�Dx 5JB RIVNUJ.TOCK MAY.:6E INSTALlEO.AT.MID5PAN OR,12" + 8} :list 'Z3;o�t9 j5'.�;9loxlt2+ A *NOTE$ ON HD LOCKS $I: CENTERM&ES• p.' �A. .. SHUT p. t �/ y-+„p :j,.ND : _t'�i,x(�,}JD cENiEouYT ,+�t"3 pRi �bt { :;:ONE ALTERNATE HD LOCK(29 AWbt OSED IN LIEU.OF TYP[CAL S I .H V.'DI:HDE fi�1 TER: ELE Y A I I V IY, HV LOCKS 24 OR�5k f0R ANY SPAN AND FNSTALLAnONS AT ANY ELEVATION ALTfRNBTE HD LOCK M MAY 1 t15E0 A9 AN'INSIDE OR OUTSIDE LOCK ATTAGHM£NT OE.H0 LOCK h54 TO TS'FY/3/T$z 3/S F H S 5 M 5 ANO INGtU➢ES. REINFORCEMENT INSERT.:iJ3:,AS SHOWN:ON:SECTIONS HDB-W6,�APID HDC-HVC SHEET':50,LOCK MAY BE.INSiALtEO Al' : R ABOVE MIb$PAN, USE'OF LOCKING:RODS�5 l5:COMPLETELY.'OPTIONAL,.. as€A,ipta//vri..f,p,` MIDSPAN OR�i2 MAXEIiIUM BELOW:0.. .. FLORIDA.BUI.LOING CODE iGh, 61665y : urricane'',ono. iti!{:, °• �rT.. : ......... ....._.. C1 2017 EASTERN:METAL SUPPLY INC;'.... BERTHA HVT' � . E c o A.;S.SA. 0. Accordion S�uttez stein H.X.Bl #i:W/Ga w,/0 KV.'WNL�I aliE % ' LIT TESTING do ENGINEERING COMPANY American StWffk Sg3tems: REYNq DESCRIPTION IME DRAWN iir uL:..... fi @t4, Phoge�5(39$}9im 71 753liNR twCND.s,:rLoND43si$ AssoC�atton. enc: t aLD is.Deo a/oils ....... ....... ........... ........, ......:... ....... tS+^. .<. - : b'17acoBnoraorn�IS I 1 WestPnlmsBeochdfLtr33a07 ...... .y ... .. .. DRAW.. No ......... 7:153.... '. / ag,et t{ 17-1 �� .y�f P21 Ui'AL�}q�Y•:s111'AT_7ER A�i�JT.Sdr.P;E:. PhOnP..($A,O}43x-22,04 ..:fax: (561)208:-83$0 :t. .... :i 1.'—1 L�,c; :..........'. ...... - ...PESAt^,�51ST�tllfr�tlDAiE', .... . ... .___...,F.LUk,DA L;c.(j':447st....... .... .._......... .. ........ ..5:. ...... .....SHEET'._. ... .. .... ..... .......: ......... ......... ._ .. ..... ..... �. 5 aF 20 POURED CONCRETE y .. POURE{i:-', CO CltET° REQUIREpR BLOCKA: 114 o-2Qx3/4 '5:5. 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INSTALLATION `. �_L.�t �Tja&{7✓ d°I flyat�k..", v YCI. HV :BLADE 0—R It�HV WINDOW BLADE INlO END: CONNECTION DETAIL 5a �•� ,�,<3,�� ,��� , s� op CONCRETE. OR ONCRETE. BLOCK WALL:, ,,, D CON CTIO D L 6 4_". .. FLORiDf� BUILDING.CODE:(Nr h.�S(elo:Cd IfUrricane Zone) a �i �JFS 1 O 20.1.7 EASTERN MUW SUPPLY INe. �+ HV7ta R ■a� r7� coxd n Sh4 ter Sys.t. z N v aLgDE#i.w/oa Wvfo�v.vv,rmu Daae ' '� T1LL17?ESiING'dC ENGINEERING COMPANY a�e�p SCCS fii0 er Sy em'S g' ;y ttEY Ro DESCRIPTItlR DATE DRAWN gT O.L 7� vF .or 6559 N.W 36tH.SC:Sk .AS NRGINN W:RDENS;{CORM J};§ . Pnonz (305)671 7570..Poi{ (3o5)e)ti�sal.......... .. .a2@$Ylaet.Roads D3nve...:..- .. .. Z..:::� a ........: .. ....... .... ............. .. ........ ... DAT,: .. <,S' RID, e. e, tNe0000attom West Pctlm'Beach FL 34:07 DFiaWING No7 lA 7 opo ef02/1 .wA{.TERg tjt,P,Ea :Phone (B60)432 2204 Fo -(SGT}209 83$D 3 ... ..Pi........u....N:�aisT.................... t 17 122 _.: 10'OF 20 ..................................................... ................................ ............................... .............. .._ . ... _........ ..... ... ................. .............- ..........................._......... ............._............. ........:...... .................................. ... _......... SCHEDULE-Li-- SCHEDULE 12 SCHEDULE !t3 SCHEOULE #4 �cNOTES. - --- (1)1.L+ MAXIMUM ALLOWABLE SPAN FOR MAXIMUM SHUTTER:SPAN 'L+" OR "I,-" (ft.) MAXIMUM SHUTTER.SPAN''' AXIMUM:SHUTTER-SPAN*'"L+" 1AXIMUM SHUTTER SPANS".((• GIVEN POS)TIYE:A$:0..DESIGN PRESSURE i is lEPARATICN TO S a o LR Ri r.^ FOR'.iNSTAl1A'TlONS W/ I "L+" OR "L-" (ft,) .FOR R 1L !' (ft.) INSTALLATIONS R'."L (ft;) INSTALLATIONS RATING.. ® & Of -:or :W' ONE INSTALLXnONS' W/ OPPO W/ - W MAX. A .5P F A GIVEN ;(i) SEE BE OW FOR MINIMUM SEPARATION TO ,L , eAX LLOW BLC. AN OR / .. .... NEGATIVE.A:S.n DESIGN PRESSURE.RAT11C GLASS SCHEDULE FOR SHUTTERS INSTALLED WITHIN HV. LOCK l !'D( ?` or or HD LOCK; W/ CENTER 0 K �1 & & W/ WU. HV OR &: W/:ONE HV LOCKS THE,FIRST 3O'-n ELEVATIQN OF Bl11LDING' NO L RODS; OR CENTERMAi ES ,?1 ON,E.HV IOCK'.L. Oft OR� LOCKS_OR T.WO :OR Wf NO LOOKING (2)PROCEOUR.TO OETLRMIN&iANON.UM: MEASURED_AT:BOTTOM.OF SHUTTER. . .... SPAN,FOR:VlRIt MOUFJTINGS.GR W/ ONE HV LOCK'Q W/ 7W0; LOCKiNc RODS OR 'h'/ NO .DCKIN OCKING'RODS�:70P/80TTUi ODS .. FLOOR/CEILING; 3 TOP'& BOTTOM 40 SEE NOTES T,'} RODS (SEE:NOTES 1:It9 11/ ONE HV LOCK P OR,�� V (2):NINIMUM SEPARATION TO GLASS FOR SHIIt ERS .� .. .. ( :(AUD:FOR::ii0VIJ1TNG'n .......... - ..... ...... R _ (SEE'NOTES t. ..... . SHEET 7) GIVEN A POSITIVE.A;S;P•,DESIGN PRESSUR INSTALLED A80YE'SOS-O"ELEVATION:CF BUILDING• MUDiiuv uowuM 'R F k WOOD YAfOwM, CONCRETE tt'Y7000 RATING,-DETERMINE. MAXIMUM SPAN:`L+• MEASURED.AT BOTTOM OF�SHUTTER:IS 3". asa,. CONCRETE&'WOOD INST IONS ns.0• INSTAL LITIONSO ASD•: "' �"A' � CONCRETE - :DESYN - DM. INSTAUAT10t45 0.. � INSTALLATIONS' FROM:SCH PRESSURE PRESSURE WALL MOUNRNGS PRESSURE DESVA .GIVEN A NECArIVL ASD. DESIGN ,PArvx: r700R/CEWNG "AMC � •'� PREssuRE :FLWR CEILINGMOUNTING PRESSUREj;RATINC DETERMINE MAYIMUM .. WALL 1 I K Au•NC .. y;�y0 / TLOOR/CEILIN6-MOUNIINCS: (v.s:L) F700R/CEIUtFG,MOUNTING -, .OR 'SPAN "L rT',RUTA:SCNEOULE.: M(IIIJ,MUM SEPARATK7N 70 rl'Ac• SCH Dam . C+OR-) .... ,,,_-- - ) FLOOR ALL MOUNTING: L4 (fl) L-:(It) - L QQ t.-(fiJ Lt. (*DR T -- _.. .: HUTTFR W% ONE LOCK.WJT( Uf'O.KINfi RODS'. G)' L-(t) L.tft) ! L U9 L ,fid L-.(la ' FlNh1 NAklMpte ALLOtVA81:E SEAN,iS EQUAL 3q IX-2 f6'-0 a3' 2 16" 0 3Q 2 3• 14'-9" 30. 13'-i" 16'-*0" 30 73'-2" i5 0" TO THE LyIMUM DETERMINED SPAM �• CAL "' - 'CET11EPN:'L'+'ANO-'l-", UTTER N WJ!INSTALLA'RUN. W/ 35 12'-8 74. 10 : !?' 8 'i4:=70- 3� 71 9 13 8` 35i 12 7t5"-7` 3512". 8 14 7p"- �_. as tz 3 i3 1D :t 2! 3 73-tD 40 '-' ti a" t1 s' 40 72 2" i5'-2" 4Q INCTENtE a WS CENTS E$ ' ,_" _ SPAN 45 It':-11 13'- ft-1.1" 13' 1 45 77 1 _ it'-0` 4�- 11'_=9 lA: S •45 fji?=17° i3SP F073 CO.3u AJJDONSRIN6ETYTcEJJM STOS" ""' -- -- sD 17'77 12-;5. 11'-7" 12' 5 - 50' - -- 0 9 it_5 50 j:1-fi?- 73':-7r "50 't i 7 T2.•5" YJALL I'd/'FLOOR�C.f'.UNG:MOUNTINGS; .OR LESS 3/8s: M.... 55' Ili-4 f1: i0 T1' 4 tt'-10` S5 10'-6` IT-it" 55.... tt.-3 12 1'I 55 :11'-2- 7 10 FOR A GIVEN.;POSITIVE A,S:D..DESIGN 3 7%83' 4" fi0 11 1 it'=4 1i 0 11:' 4 60 14 3 10'-5- 60 •-4` 60 RRESSURE: TING; N1OWE0 69 10 10"70 tq,-7 16-70 _ 65' 74' 0. 10 O 6._: 10:9" 7.1'�T4 _: '7G--i" DETERMINE: s:USE t 1/ FCR HR LAC (�3S'�tt�OR((,5S��" _ ..- --.. .- .._- ,+' MAX, FOR.WALL MOUNTING t75E INDICATED YALUfS.FOR:Kti3''CE77'f'ERMATES . 7.D 10.'=6 1d''-6 10 2' 1-0r>6 7Q g 8' 9 8 7U._ 10 7" +1'-5" 7G 8-9 9 INSTALLATIONS; -- ?5 9-10 10`,1. 75' ... 9-- ' 4 4' 7 .- __ '( 5.. 10 4"' 11`-t" .75 : - g' g. L2+ MA.SPAN FOR.FLOOR/CEILING :80 9-T0 9 9 -9'-7 9`-10": 80 .9'-0" .9. p" 80 l0•-0" 70 a•" IgOUNTING')NSjpLCATIONS. MJNIMUM SEPARATIONSCHF'Diul F'. - - -- - - TwnAcnr SHUTTER::W/ONF, LOCK;& �KiNG RODS:OR 85 9'-6 9'-6" "9'-3 9'-6 85 8"-9 8-9" 85 .. 9 t0 5" FOR A GIVEN NEGATIVE A:S.D; DESIGN WITH ONLY TWO LOCKS 40 9"-3 9 3 9'-0* 9 5" iD'-1` PRESSURE RATING - - - --- 95 9 A .8 9 8 9 9:-0 -- 95 8 -3" 8 3 45 -� 9 2"- 9'-t0" 'bETER)ANE -SHt7TTER fNSTALLATION N/ INSTALLATION Yl/ it- DAX..SPAN'.FOR.HALL MV...IDG: SYMMETRICAL PP f IOD $ 9 8`-y 8'-fi 8,4 100 8 1 8 j 100 9 0 9 7" INSTALLATIONS. 705 8'-7 T-(7 B`-5 8' 4 : TES 105 7 77 7 It : q0, 8 9 4" _:.. L2- .EAX..SPAN FOR,FLOOR/CEII-1- ._ _ ._._, ....... ,- MO ... ERM N'ERMA 110:- 8'=_4 7-a A'2 7.:•1t :: 110 7 8" 7 7 t10. n..._7. 4,_Z•. .. _.. 243J4:;ATES C.E313/t6. .. _..:. - .:. �}�..tJAXLMUMrSHULTER ... .. ....... ...._ �ESSS.... _ UNT1NG�4+lSTALLA7iUNS. ....... 115,: fl_=2 7=3 8 0 '-7 ... 115 7 6 7=3" .115 8-4." ' g 1l ':...._: :FlMJU MAXIMUM ALLOWABLE.SP..'. M. .. SPANfi :O L - ,FDR• SPAN.IS: EGiUA 0105.'TO fAA)C: 120_ 8:=0 6-1.1' I 7 f0 T-a, ....i20. ..T-4' 6-11' 720. 8'-2` 8 :9. TO"TH'-MINIIdUM<BEnrEEFY U., f?•", AU.OWF� .i/4". INSTALLATIONS INTO WOOD .125 _ '7'-10' .. 6'-8 T-8 ,,T-0 . 125 7 3 ^6 6" 1Z5 8'-O" _ 8- 5• -SHALL BE:LIMITED TO 105 'U 'sy USE 130 7'-8 6'-5 7 8 6'r9 130 - 7 -7 8. 5" 130- T-10" 6--i" •• pgL N LOAD. CK. 20 Yt/. 5- "- D£57G. .1 AND'"- E s/18 FOR HV"T LO ---- •-••- --- - ...__ ._____ ... (4) GO TO'ANCf1Ur2 SCHEDULE WITH FINAL ' USE 2411•(f3"FORRHV °T""LOCK.�3�0 W/ 3�5 (35 "T-7 6'-2 7 4 6'�6 : 735 &-11.' 8 2 135,_, 7-,9" 7 g -- MA 'SE SPAN AND NEGATNf:: USE'INDICATED VALOFS FQR)miv.C£NTERR!ATFt, .3 1 0 6-10" 5 11 140 7 7" 140 ll-'. 5_11 7 3 6- 7, 6" ASO'DESIGN PRLSSURt=RATING T4. -T'-' -- •. - UETERJAI E'MA:XIMUtd ANCHOR SFACINCc 145 7'-Y -9 7:.1 6.-C7: 145 fi-8' S-9" 145 >-5" 7. 3" - IySFALCATiON LGEND 450 J'-2 57. 7-Q 5 .10^. 150 _ 6'-T S 7" 750 155 T-0 5-5 <10 5'-8 155 V-2" 8 0" CONCRETE kk TJANSORY v/ODD 160 C-11 5--2 6-9 `5`-6 160 6--5? w-:'` 1G0 ) 1"' 6-=7• t HY. CORNER CEN::ERMATE.jf3 MAY BE "` ^' -:- USED AT AS.L MOUNTING INSTALLAT16N5. LOCKING WALL M.N,;O; P.p;R. 165 b'-10 785 b 1 u-1` 165 7-0 6'-4' SPECIFICATIONS.SHALL BE A� ItJOiI'ATED:ON. MOUNTING -5&V. 770 6-9 4'-TI 6=7 5'-2- - 170 6 2 4 17'; 170. -- 6=2' MANDATORY CONDITION #2 NATE�5,.519EEI;S; 175 6=7 4'-:9 6'-� S"=0 '175b t a '9"w _ 175 6- 3 0. - F(OOR/CEILING G & L,E F K tE0 6 6 4 a„ s'-a 4-70` 160 ,6 U 4 8 Igo 6'-B" t EXCEPT THAT rWUOMUM SHu1TER SPAN 1+ OR'Y".AND 1J.OSIMut1 0.5.Q. MOUNTING , 1 & X H ..1, 71 t U. T U W ^ + 4A. . .. .-_ _ 5 70" LESION PRESSURE RA71NG fCR::INSTAU,ATlO*i5'INTO CGNCRF.TE OR'CONCRETE' _..... ifl5: fi.'�5 4.'6".. ... 6'-3 4',-9 .......1855 77 : 4 6...: '185 6 T" 5-8" S 10 : 4 S 194 •.. 6-6" S 6" .. . 190. 6'-4 4-5 6•-1 4'-.7 ty0 yK.SHALL BE;UNItEU AS FOLL(XVy. __ -- -- : CONNE'MONS 70 KEYSTONE:MOUNTING:LIMITED TQ.+8�, 72 PS;ft .a k 3 b-a1 4-6 145 5 9: 4 3 .195. 6 .S" S< 5' AND 8.-O^ SPAN 135: 6 HV B'LA.D E 200: 5-2 4 2 6'-0 4 5 200 5-9' 4. 2 200- 776--T- 5 3^ S=G SdOUNT.tyG�M'ON SHEEV Y. 205 6'-0 4'-1' 6'-.04=3` .._ 205 5'-8� 4'=1• � 205.:_ �8_3• 5-1^ _.._. .. . - + ODE (H h Vel �.. ocity Hurricono Zone). .CL1I�ry1 AA g .. F10RfDA' BUILDING C 1 L4461' `';1r,Ft!a ©:2017. EASTERN METAL SUPPLY IND. BERTHA HVTM L E C Q INc; ,,', Aceordion Shutter System. T f/�✓ ` H V:.BLADE#1.W/OR W/Q'H V.ANDON ADE. TILLIT TESTING & ENGINEERING COMPANY AmeHCan ShuHor 5y§tems REV.N. DESCR)PTION: DATE DRA»TJ cv kL ... •T7: 6'Ntr s t .. - EOCTat� . .r5 S'�'T�•: • I 63 C 5 .AS YIACih/C D F.17.ti�3316 As ,on, �nC. 1 OlD 15"060 /02/17 DATE. OS/W17 o^ S P✓•art 1E(305)871 1530 Fba 305)271-1531:.. .4288 WCsf;Roods D&e -^�QLj,`� +1 .e=m 1 U11=00061-m vie PDftn;Beach L 33407• DRAWING N3. , S`+S%�pRti�A4' F9.00OfiZj9 Phone. (800)432 2204 Fax:;(561)209-8380: 4 .t s.. t WALiETY A tiLuT 4,P.E. J 7�1 Z2 w�Rtt... FLORID? ........................ .... ........ ......... S SHEET e f 1 OF 26 McXIMUM ANGHdR+ 'SPACING ((l 1 er.NErij FnTr-n N:mAx $HLTTrEg spAN ANCHORS ¢p rMG GENn DESIGN NEGATNE Ldltn AND A' CORRESPONDING mciU G TYPEFOR coNcREm wsmi AnONN,S (SEE'MMNONGS A,B,c;D.AND F ON SHEET.B): TAPCON WITH ADVANCED' THREADFORM'TECHNOIOGY. ...... ......... ....._..... .__,. t ..,.. .:POURf4. X)NCRtTE ...._ ,- _ BLUE TAP ..... ....... A WALL.HEADER 410UNTING A WALL:HT :140UNTING ..dWALL HEADER•MOUNTitEG. :,.D WALL.SILL: UNi{NG .... D'WALL SILL_NOUNfiNG :. C& :WALL HFAOERf51tl .. 'SPAN... N'/. ._ ... W/ ... .. .V!/: ... W/ -"MOUNTING City A.S.D.DESIGN'NEGATIVE I:OAD(- A.S.P.DESIGN P GATNE LOAD..TO) ASD:DESIGN:NEGATNEjLOAD�ysn AS.D.DESIGN NEGALVE.LOAD:Cps: A.S.D..DESI N NEGATNE_:LQQ(psi .ASD DESIEN NEGATNE LOAD pef i"APPERd_ - 30:40 fi0 7$. 90 120 160 205 JD 46 fiO.75 90.�I2D 1.60 205 30.-40� 60 7r�80 120 160 203 30 40 6D'75 i�90 12p 160 20.5 30�'46 50 75' Bo .720 760 205:JO..40' 6D,75','90'120 160 205 ,4: 72 10::8:.:8 ,8..6 8. 14. 12: 10 .9 '8•. :$ 6' :6 14`-1Z 10 9 8. 8 6 6'. :14 72OR LESS : 9..:8':8 -� _-- .__ 14 12 '1d: 9:.,8 ,8. B, 6 'f 12 10, 9 :8,':8: 6' 6 14_:1T 10 -9 8 8.. 6-:'.8 14 72:.10 9 L. 8:'6 3 14 12,-,1D, 9'.,8 .8.'8 :b' 8 :$ 8 8 8 8 .8:.6.5 14. 12 Td-i-79-767V. '6 14 12.10.-9 :8"':8 6 6 14• 12110; 9' 8.. :$ .6..'6: :14 :12. 10 9 :8.' 8"6 <: 74 12.10 :9:. 8 ,0•:6' 6. e 8 '88 8 ':8:. 8. 7. 14 12 '10 9 ,8 8 .8: ,4..14 12 10::9 ti'-'8.:'6 6 14+(12 10 8:. g•:8 .8 6 14 y2 10 9 '8 .7 - 14 12 :10' 9. B 7.5:5 e, 8 8: '•B 8: 7': 5:5>.a, 4'=D 1+ 12 a0y 9 '.8' 8, 4- 1.4 12 10:�9 8 8: 6 4 Y4 i'12 10 .9: B •8 6..8 14 :12 ,0 ,9, e' 8 -14 12 10 9 8.:8 :8!.6.5 :S•` # SF 14 72 '10 9 8 8' 6 4 TiT4 12 tp.:9 B e-:6 .6 1�.:12 t0 9. 8. 8 fi:.:6 14 ',2.. 10 9 e:- 8 - 14 12:-:1Q 9�8.:8 '6 6 .8 8 8 a::"8:'7 S5: 74 72. :[0 9 8: 8. 4S - 14 1Z 10 :9 8 8-:6 35 14 12 10: 9 8 8. g:_"8 74..:12 f0 9 7,5: 14 0 7S:55:.4 3 ;ANOHOR 5-O" .... ATiONS 14 12::10 9 '.:8'5.5 - _ 14 12 10 9 8' &'-45 - 14'12 T0. 9 .B 8: 6 5. 14.".12 f0 9 8:: -3 14 0 4 8:. 7 -8 _g -6 :'g. g ..z..5 .4 C5H6E7 33: SPE ON 14 12' 10 9 '8':8 4 ^ 14 1Z 10':B 8 8 6 3.5'14 12 10:.4 :8 8 fi b 14-.:12' 10 9 B� -, 14 0 9 B"7S -: -8: 8. 8. 8 .8 :7:5:5:5 1 14 12,.10 9 8 5:5 3 '74 -12 10:'9"8 8.4.5 - 14 12 .10..9 8 8.'8' '11 14. 12.95 75,':4 14 :3 7S 3S - B 8 6,5:4:5.3:5 ^. _ _ ^ ..._ ...._ ._.. 14 12:. 10 9 8 3. 14. 12 16 -9 8 -B.=^�- 14 12 -t0::9. 8' 8- 5;513.5114.12 10 :9 4.5... 7,4 1210 9 7.5 '.4 --:8 8.. B 8' ... 14 12',10' 9 8 .5. 14 12 10 �9 $ B. ;4 - 14. 12-10 '9: :8 '8" 6 SS 14:'12 10 9 5' ::- 14 0 9 8'4,5 8 8':a .8 9"6'.'4.5 - 7^014 12::10 -B 8 '4 :(,: 14' 72 f0_.9 8 8.5 .3; - 14 12'-10. 9 8•' $ :8- - 14: 72 8 45' u 74, 63 5.5::- OW'. '.H 65.5.5.4 3' = )4 LE 10 9 l,�., .. _•• 14 12.-7Q,:;'9 8. 4 - 74 12.-1p 9 8 7' 4._ 70.85. -',,:- 74:- 0 B Bb :8� ,814 12 10 9 75'3:75 - t4 12 10 .9 8..'.''6 -" 14 '12-'10: '9 :8 8 :b - �1412..10'x•8 14:: o 8S.=1270 9 55,:3.. - 14 12 If0 43.... - X14. T2 �r0' 9 B 8..::-... 1d14 55 3.5 .8: .55 . ....... ......t4 121085 3--r 74'' 12:.:10 9 8' - 14 12 10 9 '8 S,+S':-, 14 12::85 3 T4 12,.8;5 d8: ? 55,4.,,37210: 9 5.' - 1'4 12 :70-9 8 4 14 12 70 98 8 - 14 12'.':9.3 _ - 14 95 7 - 5 :8::'75 8 4'S - t4 12. 10: 6.5'4.5' - - 14 12':10 9 7.5.'c - 14 12 10 9 8 - 13 9.5 4 - - _ 13 9,5'6:5J 5 -:<- 'GS S 43'9+-0nTIONS 01 14.'>72 8.5 4 '14 12. 10 .9 4.5- - - 14':t2` 10 9 ,7.5 - = t4 17:5'4.5. +..- -: v , '1,A'SEE A.ON SHEET 18LISE�F4 14575 6- 7.5.:8 -'14�-12 10: I 4 - - .-i '14. 12 10. .9 7 - - 14 .12 10 9 ;614-12S B: 8_14'12 9.5.5,1314.12 10 9 5.5 -:- -- 14.. 7210 9 :B 7.5$.5' :- ': - 1SS- - 10.-0. ... .. .g-A 6:14. 12 5.5.3 - : 14 •12.10' 6 3.....: 14 X12 10 9 :8 - :14 10.5 3 - 14 to:5.7 3 _ .-. ...BLADE 1a. 12..10...8.. 3 .-::_ 14.12 10 9' :8' -....- --:14 '1'i' - - _: : - I.^ 14. '71.75 - 514 12 9,45 S '7 :55.4.5.3.514 12 7 :14: 17 10 10 '75:6 5 = 14 12:4:' '` ✓ 14: 12 10 : -_ =• 14 '.12 to 25 9.5 -!. _ 25 9,5::'6: ' i14 12 85- - '14 12 fort-:l I: .•.- .:: 1412 t0+ ': 35:10 :. t4 .10:7: 55 45 .. :: :14: 12 .10.!.-.. :14"y2 t6......` _ 9S :7 - 9.5'.7 3!5 - '8 7 4S '35 3 ... ................. ........... _..._.... ............__...... ..... 12-'O" '14- i2 '8.:._. ..•e 14 '42 .10. iS B.S. - 1.S(7S::a: - _ _ - - - ... 14. 12..10::" -: - :14 12 i 10::'= 3 .t4 12.:5: .._ _ 4,5 4 13._O.td 12 _ I' _. 1.4 12 -- - �-' _--- 14. 12 - -: - 95 45' - - 9 SS j-g. _ - - 8 :5'S 3.5:3. 14 10 ..... - 14.V12 - - _ ._... V 14 12 -...T -: OS SS _..... _ - - 1U5 8 14 12 - - -:' 1.5 6 _ _ 1.5-eS :.: _14 12 . - - 14: - - -14' 12 - '8 35'.:38 8 5_ .. 414 74' -12� 70 :4 _ 8 75 5 '4 3 34, 17 5 - _ T-4-:1z, y - _ 74 '92 � OS �.4 � : OS 8 •� 8 8 5•'3 14 14 _ '_ 3 1:HV BLADE OR WV BLADE 14 r.. 74: 14 - 10 10 _ - - 6 S 45'45 3 - _ 14'' (__. _ _ 14, _ :.:. J. .... 7 v 7 55 ]5 c _ 1Nf � HV WINDOW BLADE WORKING IN UNISON + ,JR4 B Y ............. +1 ODE ( h eloclt Hurd one Zone) FLORIDA.BUILDING C + 4' 4/ . 5 9 C3:2017 E7,STERN METAL SUPPLY INC. BERTHA H :Tm IL E a �N�; A■ ■A Accordion shutter, Sstern. I-LV AADE.:#{ W/OR W/9 HV WdNDdA 0ADE: TILLiT 7ESrihd & ENGINE€RING COMPANY AmeHCtln ShUffef SYS�811T3 g1YN DESCRIPTION DATE .DPAWN:8Y, M,L: .C�"I'�' �: :. R` 6 0D•15, pq,p„ !A$SOCIt]tim 'Inn. 1 DID 15-060 8/02/7 DATE:. ..... ....... ... ... ... .. ... ... ..... y �. F [ (OS)87w DSOYRwaA:(305j871t.1531 alt ... 4268 West.Roads Drive. ... .. .. .._ .._ 0192/T7. 335:TLW 36 n 5 3 fi � 2 Phone 3 15_ p 4-mop:diteco0aot.eom :West Polm@e«h FL 33407 3 - G�NO - � •'� � +'11 '17- WALTER n.Dnt 6719 P;6', Phone;;(§00)4q2-2204 Fox:*(561:)299 8380 4 1 701'�22. ...... ... ................. .. .. .........:.......... ..............._. -... +• .• .... ..7,OIM U 4167..., .. .... .......... ... .. .... ... ... 4IlATttRE•,{(A°sTE ti c.R:.4 5 6 .2 OF 20. ....... ►.eYILTIA!'. NCHOR4': Pn IW ,Jaj SCHED E:fOR-A GNEPI MAX. SHLTrER SPAN A S;D:. *SPECIFICKWNIS ON ANCHOR REQUIREMENT'S::POURED:-CONCRETE ORCONGRETE.BIOCK_SUBSTRATES' NFC.iTNE LOAD AND A-CORRE�PO(vL11Ai( M(u1MINC TYPE TOR CONCFZFTF.INSTAYLAWNS QES�N_. (SEE pIOUgc;tG E,.G,h.H_ON SHFE7S-6.Ac.:7).._. ....... 9..ANCHORS i TO SUBSTitA7E SHALL:BE AS'.FOLLOWS: . .. POURED CONdR7E NG POURED'CON 'n f c (A) TO msn CRETE(Mi fltbmUlA (E WALL SILL AIJUNTING G CEILING MOUNTING )FLOIDW-MOUNTING SPILR4G 1ECEND `'1/4'e,TAPCCN.WTtH-ADVANCED THREADFORM TECHNOLOGY.ANCHORS AS MANUFACTURED,BY ITW;6U'fL6Ex. (mi.. fc 3:ksi) SPAN .... ... .. /4y4 x 3/4'.ALL•,POINTS SDGD-SEF ANCHORS:AS DISTRIBUTED BY ALI,POINTS SCREW, BOLT.k SPECIALTY f:OMPANY.(Min,f'c a,3'kF (H) A.S.D.DE�SIGN,;,NEGATIVE LOAD AS:D::_DESIGN.NEGAJM:LOPA paf :.:A$: DESJGN.NFGATNE lOAO .Sn;, 7APCOtd`VfITH AOVANC4/4 m BLUE:TAP CONCRETE ANCHORS';W/.CAP:AS MANUFACTURED BY FLORIDA FASTENERS PIRECT;.MC (Min;f'c:<2 k51 30: 40 60 .75'9O 120 160 205 So 40- 6D; 75 90.120 160 205 30. 4d 60:Z 7.5 90 72(1 16O 205 TF{REAOFORlT 7ECHNDCDOY,, 1/4 O.TAPf?ER+.ANCHORS.;AS MANUFACTURW:BY:POWERS'FASTENERS INC:.AND:DISiR16U(ED:BY ALL.POINTS'SCREW,8b T 4k:SPEC(ALTf ' '-- f4 12'10 9 -8 8 6:.85:f4 72. 10:.9 B :B: $ B' 14. 12 -/O 9' $ B: 5 e COMPANY.OR:ANY OTHER�.APPROVED:LICENSED;OR,AUTHORIZED VENDOR:REGISTERED WITH'THE AMERICAN 5HUTTER SY5IEMS:ASSOCIATIbN:INC. 3.=Q" ...:- = - _ 14 12 1 D 9 a B ALL POINTS SOUR-SET' C -r -_ BLUE- W/CAP NOTES: . DR- - 14. 12 :10: 9: .8 D 6. B':a4 12 'IO. 9' 8: 6 �6 :14: 12 10. 9 8 8' :6 '5. Ait,).MINIMUM EMBEDMENT INTO POURED CONCRETE-OF TAPOON:WITH ADVANCED:THREADFORM.TECHNOLOGY ANCHORS:MOAAPPER+ANCHORS IS 14 72:;10':9..:8 8 8 ?.:14':12 70::4 8 �B 6 6. 14 12 10. 9 8: 8 :6 8 .... NAPPER+ ':tA..t2::10"9' :8 7' &5'33 14.:12 /0:9::.8.,8 6 6..'14: '12'.10 9 '8 8 _ :6 5: - 1 3/4',.AND.FOR.BUlE TAP W/CAP'ANCHORS IS.1 f/2" -�- '- ^' 1412-'10 9 8' 8 6 55 ' 14 i2 as 0 8 8. 6,. 4 14 12 tO: 9-:8_. 9 6 4,5.14' 72 t0 9 6_.6 4 35' ,........_ A2),MfNIMU1d EMBI OMEN:OF 1/4'0 x 3/4'ALL POINTS SO1J0=SET ANCHOR$SHALL BE.7/W INTO THE PDUREp.CONCRETE. EMBEDIdEM 14 12;-:10 9 '8:.8 :6, at6 .'iA .12 '10: 9 $ :8 6 5:5 t4 12 10- 9' 8 .. INTO$TUCCO.SNALL,-BE PERMT(7ED.1/F.4-20'5.5,,MACHINE SCREYt USED,5FUT1 BES t I/2'LONG MINIMUM;SHOULD STUCCO..E%ISt.AND 8 '6 4.5 t..#E trtKrliTtON9 of ttsf':i'OR 1'MINIMUM FOR'WAL(S WITH NO:STUCCO: 14:. 12.'4D 9 715;¢.5 35'L_ 1a' 12 1D .9, .8- L- 'S t4.�12 10:'9: 6 7.,.35 4` :C . .. ... tlE1!➢E�..;CM SttEEf 74:. .-. . .a 14 12 t02 B 8 8 6 4.5 8"-0' .- - .-.- -.. -- ..::.. .11).IN CASE:THAT PRECAST STONE.P.RECASY:CONCREIE PANELS.PAVERS.OR.,ANl':VENEER:BE:.FOUND'ON THE EXISTING.WALL UR'FLOOR,. f4 72;210 _9 8' 7 4 - 74 12 tO:, 11:::8 SS,-5 3.5 ;t4 12 10 ;8:. 5.5 3 TK 3ANCHORS:,SHALL.BE LONG ENOUGH TO REACH-THE.WAIN;STRUCTURE 6EHtN6'SWD WALL FINISHES.ANCHORAGE-SHALL-SEAS:INDICATED ON Id 12'10 9 8:7.5 4 5�- li 12. '10: 9 ;B 8 -e 4S 14" 12 10 9 :6 :6 45: .75: NOTES A.))&A2)I ABOVE,FOR INSTALLATTCNS ON.VINYL S@a G'OR,.pFS:'A.'BR::OR YIRHOUr METAL.STUDS.CONSULT THIS:ENBWEER:FOR t4 12 93 7;5: 6.5 45 = 14 12 10: 9. 8'7.5:&S' 4 14 12 10':9'..$',•'B 45 3:5 .. '_ ;14'-12 -10':9' .8. 6;5 5 35 INSTALLATION tNfO EIFS WITH METAL STUDS iSEE.ShEEi 12 10 9.I.5:5.5 J .-.:14 12 :TO'B.5 7 55.1 4 3 14 T2 8 r-5 5,5 A :. 3- _ (B) TD,EIGSJ)NG CONCRETE BLOCK(As•TM C 90)' .2> 14:12 10 9 B. 6 114 12 70' 9 8' 651 S 75 14 .72: 1012Z 8 3i'4 -: -'1/46 TAPCON WRH ADVANCED THREAOFORM TECHNOLOGY ANCHORS AS MANUFACTURED:BY ITW,.BUILCEX: 14 72 B 65 SS: J : 74 12 10__9 B,. 65':45 3S:74. 12' 10.':$' 7 5 J.5_- = 1/40 x 3/4'ALL POINTS SOLID-SET ANCHORS:AS DISTRIBUTED BY All POINTS SCREW.,,:BOLT&:'SPECIALTY COMPANY.: 7t_p• - -- - _,;:: 14' 12 10':8::.7,5 5:5-�4 :3 - 114'4 6LUE.TAP CdNCRCTE ANCHORS;W/CAP:AS MANUFACTURED BY FLORfpA-F,ASI121ERS DIRECT;INC: 14 _)2' 10 8 8,5 '4 : '14 7,2 $:.75 6T,4.5:.3.5 14 10.5'7. &5 4,5 3.5 = *-:, 1:/4'4 TAPF+ZR4,A 6pfiS"AS MANiJFACTURED�;6Y.;:GOf'E'RS.FASTENERS,INC.,:.AND MSTRIBLITEb BY ALL.POIN'iS SCREW;BOLT:{t-SPEGIALTT , i.... a4' f2' t0. Es T <4 - :' '14 121:10. 9...75:5.5.4 a4 t2 :9:,'7� 7.5 43: -:. .COMPANY OR ANY OTHER:-APPROVED LICENSED:'OR AUTNORfZEO:VENDOR REGISTERED WJTH,THE AMERICAN SHUTTER;SYSTEMS:.SSDCLA7IDFL:INC. 74 11 4 55:4.5 - 74.'12. 10' 9 75:5.5 4 - '1.4 12: R: 2 _ ._. - _; > :14 12 10. 8 85 .5:.3.5'- _ NOTES 14 72:W-51-7--53 `J 94`f2 -.e :6.5$.5.4 3 2.5 9.5 -6:.:5 4 3 '- - B.7)MINIMUM.EMBEUMENP.INTO CONCRETE BLOCK:OF BWE TAP W/GIP ht#CHORS:'AND TAPPERi ANCHOR$IS'.t 1f4':AND TAPCON NifH _ _ - ""--' ADVANCED:THR5%DFORM TECHNOLOGY ANCti6RS IS 7': 14.122 9:5 73::6' -' 14: 72 9:5..8 6.5 :5 - 14. 12-.82:'.6.:5;5. 4 13:9:5 6,51:5 3.5 - 14 ':12 10 8' 6S' 5 :lt 12: 8: 6.5 5 4- - NUAUM EDM �.: ,: _ '74 12.B5:'7. 5:5.-4 ? OF 114,'0:x;3/4'ALL,POINTS SOLID-SET ANCHORS SNALL BE ENTIRELY EMBEDDED';INTO THE.CONCRETE BLOCK:.:NO 'B:?)'ML. :'EkIB ENT'. 9-0 - - EMBEDMENT INTO STUCCO 5HA1L BE PERMItTEDS 1/4':4-20.5.5.NAOHIt7E SCREW USED$FIAl1 BE 1 l 2"'CONE MINIMUM: Q! 2 Yi 11.5 O5. 6 -. 74 17 7 :55 5":J:5 11; a 55;4:5 3,6 / - IA' lF:H. 6.5:43 r :14 :12'BS:7 5,5.: :p 1:4.-TOS 7 53:.8 1,5. IXI5T;:AND 1 MINIMNAt FOR WALLS'WtfN:ND: CO., 17.5:&5-:5.5 4 " 14 12 9 7 :8`:45 14. N.. '7-;&5 4S„35 R.. �8:3)tN CASE:iTHAT P=AST STON .F7ECA5T CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND'ON.THE EXISTING WALL OR A.OpR ANCHORS SHALL GENOUGH;TO REACH THE MAN STRUCTURE BEHIND SNp WALL FINISHES; iNCHgWE SHALL Be AS.INDICATED ON 14 .10:5:T 5 3,5.;- 13 95 6:.5 r t J, :10';73. 5 :'A: 3 ......I... NOTES;B:1)'&'.8:2}.A50YE FOR INSTALIA710NS:0N ViNYL::SIDING OR EIFS WJI}T OR',WRHOIJT:METAL:5fUD5 CONSUT THIS'ENcINFFIt: . - t4 :14:.:7.5 55 -::- - ..-. 14 11.Y_9. 5 :5....4.: -: 2:5 95 .8:.:5: 4 q. .._ FOR`INSTALLATION tNTO..EIFS Yt(T}1 METAL STUDS<SEE'SHEET'i26, .... . 14.12 H'. TS 10 65 .5: '- ..- -•14':10.5 1 $:5 4 5 35. - '(C) ANCHORS SHALL BE.INSTALLED FOLLOWING A,L:CF THE RECAMMENDATIONS'AND:SPECIFICA7)ON$'OF'711E ANCI{OR'S MANUFACTURER; ill- ..... .. -. 15 9 5 :} - 12 9 6:.4S 4 3- _ _ 9 7 75,.75 3 .... 14 105.7' SS 4:5 _ =. T.5 eS 5.5.4.5 3.75 (D): SEE SCHEDULE:BELOW FOR'EDGE OfSTANCE i(E.D.)'VERSUSSPACING RELATIONStlIPfOR ANCHORS. 93 72 4.5 ^ .14 11.5:7.5 B 5 - 127 4 6 4.5 4 -- - - .,., 13 to .Ks, 5: 4 EDGE (ZISTaNCe VJzRSUS SPACJNG$ _EDULE FOR ANCHORS; 12` 0 .- _ . #5 8:5:4:5 - ti 8 S5' 4 3.5 c.: 'e:- 6 4; $- .r: ,: MAxlMUM:ANCHOR:SPACINGS'ARE VALID FCR.EDGE.DISTANCES INDICATED:BELOYL.FOR;E.D.t.ESS TWJti TME 7NDICATEO;;REDUCE 35.9;5. 8 'r 13 95 8;5 5 4. - 10:6 6 5 `4 -''- v > ANCHOR`.SPACING 6Y:MULTIPLYING SPACING SHOWN:ON SCHEDULE BY THE.FOLLOWING FACTORS.. 105,7"5.5 45, - :11 &S 55:145 SS - - .: REDUCEO'.SPACING OBTAINED-USING:FACTOR:SHALL NOT BE;LESS THAN:.MINIMUM SPACING INDICATED'FOR EACH ANCHOR TYPE:. ' 131_-O OS 8 ^ ...10 7S 5: a -3 - ^7S 55 4 3 THRFADTORM - ..... t - FACTOR 25 8 5 - - '12 9 6 4 5-4 93 7 S 4 � ET' BLUE-TAP:W/CAP .. 73.93. 63 5. - - 0.5 7.5 5 4 - V BLADE OR DIc�Erlp CE -.... .. ._. w/MYAN naNG...' > ALL. NT SOLID 5 + ti 85 55 45 .. 334N�SIN 4 .14`=0. -' .. .. 7 5 JS 'J HV . E I.F011tm l%3 TE�mNCRLTF aDtli M��ACICONCRLTEI&2-POUREDP ONCRETE h ,Pa&+Fn C�R1E cD;urtTE aFnf 10 7.5 :. - .9 '7; 4.5 3.5 -- ..........._ -.._ .,. .-.._ - 11.5`8 :r - ::-- r:it :e: 5:3 1.5 -:::� - B:6.5 45`.. -_.-. .�' :.2W� ...... 1/Y '2'1/2' C{OANN.CERfiEJBLOCI( CONCRETE .MH:ED:=31/2" Mtf,ED••2TJ2' flN.E6e 11N.:EII. 7S; I r - ^':129: e - 9;5` 7 45. - .: _.- I W-0. - os B 5.: ^ -_ LAE WORKING. _ B © 3.. 0.90 1.0 D Z$ t 0 084 1 D 3 1/2':-. _--0;81 d�D 0.67 1 O � 9 -- -' ^'.83 6.5;.i4 e'..,_ ..65 8 3' :- - INL UNISON" - -- ..... 70 - :� .,. .... r- ,_: � 0:5.$ S -, _: _.: _ .�:�.$S 2' :0 ii .. ...,.. _ .7 -::'_ .-, '- 1,5&5 S. 9 6.5:4S I - _ 1.3/4' 043 ;� .( ... 2 16'-D a .. :, -'.e e. 4: :: B'4-5 3. _ : 11 2' -. - OZ ... 93 9.5,.7. .5 _. ._: B- 6 4. .. .. - FLORIDADBUILDING CO E: �igh 2.Velocity: Hurticone Zone',, 11!11 i-c . ?4:77' ....... ._ ©�2617 EAS7ERNAIETAL SUPPLY,INC.. ` BERTHA HVT IL E 4 �N: . A■ � Accor n t ystem: Y�9NDC>zt/9tADE TILLLT TESTING & ENGINEERING:COMPANY An'16fICC11 SMMBf SYS}f1TTfS REYNo DESCRIPTION PATE aRAnTa.:er .ML.. CS"�' 515s2Hw J6th,$l.:sl 5O5 YfRBM GANDEN5.FLORIDA 33fa A$SOQiO.tiQn InC. t.' OLD 15-080 /02/17 nAM. _08/02/1 . ,,. ;4y ...Doone .(305)871 Yd.A ,fog'.(305)871-1531.... .. . .,4268 West R0a S Orme- - 2 ....... .......... .... .. _ ., d .. ........ .............. .. � +9� y maf tit cotfaW c.m. � West P01m Bearh FL 33407 -DRAWING3 EB 0006709 Pncrse (800)412 2204 Fax..(561)209 8380 t - 17�^'122 W R OA L Ui-Jr 8 E .. _. .. ...P � R"ntlT .. ........... c_@ ut 6.. .. 1 06 20 01 . . ,:.. qC {. G3 m {� 7R1G��1 J v � z HIM N }to W r- lY. _O i ODM Qw1L WCE • [>z VO µ J1z 1. ZI t g N 4J pR,• W�t/!:. 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'i:' NOTES OWANCNORS REOUIREMENTS-WOOD SUBSTRATES.: 1.ANCHORS TO WALL,.FLOOR'OR SOLID WOOD.SOFFIT SHALL$E;AS FOLLO%''$, 3;SUBSTRATE IC-SOU. .0,S) ItiC" . . .. .. . $4UTNERN PULE Ho.2 WJ�-0.55(k D;S) ' :� 1/4'tl TAPCON ANCHORS;:AS MANUFACTURED 9Y 47:W,:RUILDEX WJ'MINIIAUM EMSEDIM64 AS INDICATED AT. DOUGLAS FlR:W/:G�.0.50 "EACH SECRO.OW SHEETS 16&17: SPRUCE'PINE:FIR NORTH W/G`mOA3 O:CLO; EXCEI-nOW:SEE NOTE 2:9ELOW:_ SPRUCE PINE,FIR SWITI W/0-0:35DS (N .): .._ _ ., ,... MW:9/2';CDX PLYWOOD(1986 APA)i :Z:.ANCHMS TO HOU.DW C1EU)N0 SNAIL RE AS PER:V.OUiMG"TYPE 1J SHEET*t7"'AND,"•�3,_'.RLL CUtkS15T OF. EAG'SCREWS AS.PER NDS.2075 SPOGFIC4rN5,. 4 ANCHORS,5WLL RE 1NstA11ED FOt.F.DWINC All OF THE RECOMMENDATIONS!AND SPECIFICATIONS OF THE: ,ANCHOR'S MANl1FACTVRER: FLORIDA.SOLDiNG CQDE- (Ri h'lVelocity .Hurricane,'Zone ......_..:......_ tliA •, ijjp. ... .. ........._.. R)2417 EAS7EltN METAL SUPPLY INC. .. BERTHA.H'YTM LL E + A Aaordzon Shutter System TlLLtT TESI,NG &,ENGINEERING{ 8 H V >3t A€>1 1 wf OR:WfO.FLY..;w1buo SDE 7 Arm6rican SKitter''Syslertis REV,No DESCaiPTION DATE DRAB'N 89 .id:L...... COMPANY �iAssociation, Inc. OLD S-050 6/02t1DATE,_ ca{ozj77 .-� n esss N W a5tn$L se aaa„wwwu aAa6ENs.t7,apiDA sai cBnct;ttiillecaooiicm rt 87e ...Wet I Ira Hench FL 33407 5 DRAWING- . .. E6-0066719 . ..Phone: (800)437-2204 Fax: (561}209-8380 ,� -122 hortc 71. j53.1„ WALTER A.PWT JLP.E• PVg FLORIDA Lic.®441s7 s SHEET. 1; N1ia3pAt$.... a.. 15 1)F 20 INSTALLATION DETAILS ON: EXISTING WOOD BUILDINGS FO'Rn HV & 64 HV* BLADES (AS APPLICABLE) MAX. SHUTTER SPAN L+ 'OR L- FOR INSTALLATIONS INTO WOOD WITH HV BLADE nl ONLY SHALL BE LIMITED TO 105,,0 pgf. A.S.D. D IGN PRESS RE RA ING SEE SHEET' 9 FOR: MAX SPAN: 8c A.S.D. r'l4 m T11 vmH 11 11"CED DESIGN' PRESSURE RATING F0 INSTALLATION WITH BLADE 4 WORKING IM UNI ON THRFJ'O.,TECHNOLOGY fW/1 1/2 Min: PENETRATION — 1 r r :/4'0'TAPCON Wr(H ADVANCED: OF 'N11DED ARE4 TO } .HREAOPoRM"TECHNOLOGY:' •.,r'.t :i ENG WOOD,HEADER: W/ 1..1/2 Mn;PENETRATION: jM (SEE SCHEDULE.ON SHEET 15): OF EAD THRED AREA"TO ! J l�. EXISTING WOOD HEADER. { LAN SEP7RAttOrJ _. T OR I f T3tr11' >t I r 3 7 (SEE SCHEDULE ONSHEET 15): TO GLASS(SEE I' OR ff r I i. 1' 20x3/4' NACFIItiF SCREWS EXISRrO #, CN Si4LY..19 roR: pp rr � ,-/40 SS . _ �W/t f4"-20 NUTS€s'i 2'D.C.' GtiSSS--i. EIPDFsi'1)&T�1 II r N 2 S' r -� 1': I i. 7. i 1 1 OR T�J �� WAi1=-. " . j I.r! I «'v FrISH Ifl I �. WAII FlNISF! � a � EXISTING:MIN. flt�H I r L. 2x4 WOOD ♦ ': -.' G EXISTINMIN: H(yDER REQUIRED .:7 ,OR __ t •N 1: .E .I L 1 4 D TAPCON 4TH:ADVhnCEO, t STING MINWWApp ): �y f. S HEADER'REQUIRED rill I ,,.;Y�l • ,I r 1 THREAAEORA!:TE'CHNOL4GY. .,. SC3 RI)lkF Otd:StgET: - :i IQR �'..7 2 xa'.CONT 514!, t t ..t t/F i ff 1 Min..flENET.2iiTIGN: 11 FOR aAtt1l1,,�ND 'rXfSiJr'S S,—'^'_ —.(S E CtfE S - ,' PWiE REQ D T Efi� (> CPI SFJEEi 19 FOR' t GLASS' DULE -... 1 1 r ODt1QTH OF:WOOD�°E Mj I ON SKEET 11) I.. i •„ f a 1 T t(; t ..,„ (SEE:SCHEDULE ON.SHEET 15) �M }jV W4LL HEADER INSTALLATION �:HV WALL READER INSTAL A73OnN 00 HV WALL SILL I�TALLATION: MIN,SEPARATION 6 t 3 E MIN-SEPARAPON � _ GLASS—•. MIN SEPARA7104 —� ?.. TO:GLASS : -. .. ..... .. -T0 GLASS _ - ..... ' TO crass ' .. ... Jj ...... 4- i 1. ri5'JN$- .�. ...(SEE SCHEDULE` € --.:1'.. (SF•E CHEOUI£--- WOOD PLATL+ (5EE SCHEDULE I:: KASS✓t ON.S. 41) '� � FXtS IRO ON:SHEET: ON SHEET 1S) S HEFT 11' # 2' :GLASS---11 i/a n 20 3yg _ 1•-. s I - t NE SCREW>W/ I l NACNINE SCRf AS LTJ .1/4- 1 . .^••,. WALL r / '1/4 20 NUTS _ +l `f USN .J :I 20 NUTS # `�UR 18 , IfI 1 } OR 18 •max _ � Q ��• 1 oR 1 . M2W+'cONT: Yt00D PLATE I.. ( GI REO'D.. y ... 1/4 0 TAPCON:WiiTH ADMAndED 'r : TffREAD£ORM'TECHNOLOGY' i t5, %' 1/4"0 TAPCOW WffH ADVANCED. h f I ", \ i n \ . ... .. i' / 1/4 0-TAPCON WITH ADVANCED ! , W/ 1/2 TAip..PENETRATION:OF 1. / Z ; THREAUMRIA TECHNOLOCf r„la ..r:_ THRFJ.OFORIA TECHNOLOGY IpIRLAAEQ,AREA INTO PLYVt00b. ,f4 1.. W/ 1/2.. Min.FENETRA•NON OF 2x4 GOVT (SEE SCHEDULE ON SHEET is)' TLiJiEA0E0'AREk IMO PLYWOOD,. SHEET.4 FOR TYPICAL ,. ..SILL PLATE ,I� Min..pENETR9710N @ ..a.v � .._-s. .'1' ..SHVITTER ASSEMBLY a OF THREADED AREA+6 ;i La S I } EXSFIN MIN,2'R4”STU05 ' y :(SEE SCHEDU(E 6ti 3k. 15) :Z_MOLMINC SECTi0td5 CA1v BE ` I REO.D �W.ALL MIDILOTr(.OF W000$LATE �•' I6"O.C.L1A7(,REO•D—f �;. .COMBINED-IN AZ WAY., .} t FINISH :(SEE�5CFEDLILE �StiEfl':15 /2-MIN. PLYWOOD R Q.0.. .. , SUIT ANY INSTALLATION,. ) E PLYWOOD TO BE:ATTACHED.TO 1�'+--MJN CO% iYlAT1 FjMSH i:. �E%ISTING Nt4 2"x4"STUDS.® 10 0 C:MAX REO!D. S.TUOS IN ACCOtY'AJVCE WT1ti PLYWOOD;REO'D: - - PLYWOOU TO BE:ATTACHEU TO STUDS IN AC,CORUANCE SECTION 2322'OF THE F.ae: - ®.HV WALL SILL INSTALLATICIF) ON WRH:SECTION 2322 Of THE FB-C. - ' !SEE UMjTAIIONS OF USE OS' HV WALL SILL INSTALLATION tytr7rras®EIV WALL SILL 'INSI ALLATION' I.DE na aN SHEET Ts, F LORIbA BUILD)NGCODE.(HI h Velocity. Hurricane Zot1e) �� �frd e . U;2017 EASTERN:KETAL SUPPLY.INC.t}CEfV�S _. BERTHA TM ■ Accord on HA t&. stem. !'i S&S. "y'� Fiv.:el W/O:KV. WNDO-W RADE . AmericanShutler S.SteM$ REY.Nu , ro y TILLIT TESTING $ ENGINEER! G CbWANY' DESCRIPTION oATE DRAWliF1H 4:L y y S5lly 54 Ste 315 4,RGRru GROENS,!!1Nti0N.7.1fe aicticrlt InC.. "1 OLD 15,-080 _(02/1 DATE. QB/02/17 - Ph— (]05)87( 1530.fa..•(305)871:-:1431 �4A268 West-Roods Drive. .. ... .... .. ... ...... .. .. .. .. .. ,(%� �! {{{ tJ;ew4lool corn West Polm:Beach FL 33401 j DRAWING NO �'� j 1{# EO 0006719 Phone (>SQO)k31 ?204 FOx (5.6T.)7O9 638D; WALTER A,T LLIT Ji P E: JII,rv,AT1, PATk; FLGAIUA lw...�.i416t.:... .. ... .... .... .. ... .. g.. . .. . ... .... .. .:. .. ..... .. �.. Ile, PAT 1:SHEET22 _......._.:.._. 6 16 .OF 20. INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS . FOR 'fi HV HVd BLADES (AS APPLICABLE. MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BLADE n ONLY SHALL BE LIMITED TO 105.0 12sf. .S D DESIGN PRESSURE RATING.. SEE SHEET :1.9 FOR MAX' SPAN &: C WALL.FINISH F S D DESIGN PRESSURE RATING FOR INSTALLATION WITH BLADE f' WORK NG IN UNISON -'- 1'/4"0 TAPCON WITH r .ADVANCED:THREADFORM .. fTECNNOLOGY W t t 2':tiin- bii8 M'n. E�CI�iNG-- :EO EO _ I r 1 PENETRAT@r,CI THREADED - WOOD BEAM REGUIR�(3 ---r.... - SEDGE.(IF AP,.... -.) I AREA.TO EXISTING WOOD STRUCTURAI,ADEQUACY HEADER. 4"m 20x3%4':$4: OF XIS71NC WOOD BEAM - PSJ '(SEE SCHEWLE ON SHEET't3) PHILLIPS TRUSS:HXD TO B�CEPnFIEO.6Y Fi" ✓ ~^ _.:-. =� eEXISTING.WOOD ;pNE REGISTERED fJJGINEER OR EO --EU __ :r LO--•LU-4 ARCHITECT PRIOR.TO 1 2 +'' :R SE OR. 1,,:� : ^� �. '✓ y ®1/4 Zai NUS SHUTTER INSTALLATION. �/ / .. Tri+-A/2 �/ RAFTER d:'24' S 1 - 12 0 C. -- —✓• O C REQUIRED 9 TAPCON WITH - r 'OR iS_ AD`ANCEO DiREF.OFORId_~` f+'. _� I E 257 TECHNOLOGY YJ/1 PEM i/2 Min• �.. ✓'� [f ,,,__�^.�,�� - -EXISTING t, SOFRP .r} - PENETRATION Of THRMEO 1 r /4.. THK, ([ i n I f i MOz: AREA TO, IR - M r. �1._ •--:0?TION0.i. T (SF€SCHF!)ULF.ON;SHEET:t5) 0 5 Af S I4 *t1 :EU 5aE`-.•Etl- -, ._,_,__.. ., T i4 x, 8"CONT ALUM,,TUBE. ( .. 6063 i6 AllOY W �.6 (.3).5/AIE'LAG SCREWS'10 t I i oc 1 or 1 11.or 1 or 75 FACH E11 OR TRUSS l . el,. j 'i•: -I A RENIS AT ZJ - M DMOTH Of EXISTING WOOD :EXGIA'SS J HEADER REOD I.SW SEPfRATIUN I.' E- [ Tj( -. .... ! T iGIA55 t. TO GLASS ;. # 0 ht.,MBER (2 Alin 11014FMin (SEE SCHEDUL_ON'SHEET'L1) i : EXISOP G- . , ... PETSTUD To ACCEPT .... S i -(' � THREADED AREA..EVnL10 FOR GLASSLr.G:SCHEW INS 05 YhTH 72.s( j- 1 � AT CENTER OF T178E. _� P. f4L 4"POR11FnIJ I b16k A5 Q DES,fgN LOAD ANO: 0. : SOS ISES 9'-0 W SPAN TMSHVWALL HEADER INSTALLATION 14STAUATION I$bNLY V A EXISTING LD FOR V000 W/L!IY SPECIFIC t9 G S DOUGLAS NOTES •-. :-:,. .........t -. .CLAS F'.9ApE8(`&c,Sl 1 (DOR Y1TY OF SOUTHERN PINE No.. FIR',OR:SOUTHER Z t--SEE SHECT 4:FOR TYPICAL SHUTTER'ASS M(3C1'; i rOR EquAL, 2-A OUfJ 'SECTIONS CAP:BE COMBINED \ - ^'�^'- -•---�, . AIJY viAY'To sDlr ABY INsrAllAnoN• 7)HV CEILING'. INSTALLATION U HV 'CEILING. INSTALLATION 1 i TO cvAs-i!SE£ :`—,•. -----,f ✓,.jR. MI! SEPNiATIO r MIN SEPARATION yyF Lac .- I N g—.-..:.._._�. TO CLASS .. l: I'1 EXI TING: ,„c1A+ear�1 .. ;. i (�?� TO GLASS; .• ) (SEE SCHEOULE ON SHEET A1)'. - T .1'T I a .� a: (SE SHEEP U I. EXISTItJG I ' GLASSx. a' I { 1: E ..`(D 3 '�, �! i .Ifti I ALTEPNATE� •;_I ' E \ T WA L=* I ANCHOR ON' I I EXISTING' i UI f r- FINtSHeC !{f 1 j4 T " cross. l;4 : f 2.e MIN .WOOD: i Tg; 6 I e nnr. #I WASHER TE (I {':DECR REQUIRED' i 1' `* ( I (N4 FlNiSEiALLOiKEO} 1 uAs � I(l 2"x6"MIN WOOD;:.,.,_,.,,. �.,�- 1t, SCREWS 0'12'o.c: t. .,' ..... .. -. QOR REQUIRED NO \ \. ECFINI.H.;ALLOWED) ' ::EDGE OF DECK to, Eq: -1/4'0�20z3/4:5:5! $06E Of DECK't. .;::.. 2. t-� ... 1 iF APPLICABLE: 1/{"c TAPCUN WITH 1" PHILLIPS:TRUSS HEAD tf APPLICABLE. :: _x�- .* _ - - t/4.",0 FH,TAPGON WITH .. AO'AtiCED:.'PHREADFORM In. MACHINE SCREW :r-• _ `';DCF. _ ADVANCED 7HREADEGRM TECHNOLOGY W/'1 1/2`.Min- 'W/ 1/4";20:NUTS. 2 1A1N_•---� —'� t 2 MIN OF -- yt .__ .,_,..,.. TECHNOLOGY W/ i 1/?':Atin, 2"x4."CONT PENETRATION:OF THREADE6 ® t? G:C. °- _ .....„.,__ 0 CG If I PENETRATION:GF'THIRVi`EO 4 D TA.CON WITH ADVANCED HREAOFOR1t TECITNOLOCY AP LICASCE --'2 'WN, AR EA t�AtDiNOTH OF-WOOD j -r ILL PLATE .AREA MIDWIDTH OF:V{ODD / a 1` - ” READ. ' .PLATE. .r . W< 1 1/2-Min PENETRATION OF THREADED:AREA WT w00J:DECK. 'E:SCHEDULE "SHEET'IS) (SEF• SCHEDULE ON SHEEZ;15) ♦SEE'LUA ATIONS:OF USC OF (S£E:SGHEDOLE OIJ.SHEET 155 i....... L 1�. .i�a E Vr.1Y WALL SILL INSTALLATION W NY FLOAR YNSTA LATIQN — STALLATIQN'. ec.. ,A DN SHEEr i9. U� WALK--0VER 'IN ... . .._. _ ... _ 4 ._...... ... FLORIDA' BUILDING. CODE.-(Nigh V.616ddy HurflCOne Zone) Cb 2017 EASTERN METAL SUPPLY )INC. BERTHA HVTh. LL EC C� �>,��;.. wsirSi A� Accordion Shutter System. ►�V.,e�#V W/:PR:W/O KV;>�RM LAbE f��/ TICCIT TESTING & ENGINEERING COMPANY Amertcan Shutter Systems: REV.Nc DESCRIPTION GATE ORAWR'TiY: M.L r 8765'N;W EER St..SIB JCS wRpnu G4lpENs'FLOROA 3316 AS8C61CIICn Inc- t OLD 15'Ow /02/1 DATE; 08/02f1] a 415 (3Le nai tdtec00nolcom�)6 1 153t West Palm:13eaehaFL 3340'7 z DRAWING No Phone •"t. s E R; �+�.�4`6.f+ WALTER�AOP�UTTJr P.E: Phone: (800)432 22.04: FOx (561)209-6380 4 7- f?kJ �aT�ltsn�PT FLOR SI,LC_8..41161.. _.... 8::: �CHE _ 122 ... .......... ... :6 ... .:. _ 601' 20 END INSTALLATIONS 1 HU .& j- HV* BLADES INTO 2"x4" MIN WOOD STUDS VtCDD STUC .. 1/4 Q tAFCON'WItH (AS APPLICABLE); 3 \ JI �:•,f'7,DvANCEO.i PREAOFORM - 'W—MIN.WOOD I •. / , .' / f--> ,r Yxa'MITI, �.`•� I \\ I / TECHNOLOGY RW 6u1CDE%, �. f\ �5TUD5:REO'U. - .._"DDD'$TADS. { I f nt CNORS B 8'O C \ J \ 2 s4'MIN.WpDO \ vwu i t__. a cl\ J \ (as AaPuctiecq FIN15H 1 / •(` W/1 1/2 MW THREADED \ f ` / / STU05'REl3"0: I\ / d J t r:ArrETFwnoY,rito sTUDs eR:. THREADED EX15TiNr OL.1SS 1 !� 1 PENEIRanON io 1/? CO% /\ \4f .��•j \ ! �. � f Fl IS�ii FXISnNG:GLASS 't I C]`� 1 �" f F � //{p�Ep\\Y ` �. ! r I � / k �^ { !�\. ExrSTrtiG C(!55 �;, -KN:SAr AWON PL1W TO.Q.AtiT(SEE • ..'.i: : .:,.1 -Plw,'COD tmm SkPJ/D:IGN V .f - ` 111N.;RPl12/+71Cri FdH, ARATIaN 5u1r17LTC trr SrE. TTY,GLAS'�(S'FP -11 FOR&ADE'JMID .. _ — TD:Guw(ST:e r pp t/iG 3 5Ch�LlE at SFEET /2"MIN:CD% TO DnSS ISfL ON.SFEET T9 FM (BO63-T6 CONY, 4/!L.1��/ t.FLR a Ml IT FOR H ON.cl'S.M.' PLYNCDD, i I' r kIDltL WJ g@EI t �yrg r Tel FWISf� -r6a`MN Clix T If FOR tvrti,um'. . AL M.CL05ER PLYWODD -9FET 19 FOR ( DN:SEEP 19 FOR f/2' 11 FOR RfDE(DANO PALL /f'MIN.. P,A'Eun r OF 4 .(LOCATE T/2 BSS'-dig�N FTNISH (. glj'°IS t, ....f� .y?RrUs 1 m n� A EITHER SIDE MIN ,J 0 ic, ........ L,qrC:l/I S;A1;5. _. � 4715'.O.0 ®16.U.C. S),1�5,'^: 1 ..." 1 M Ts I: ' L..f'c t; .i^ ! -: � L-- i rm i�ixa�ixsrcc°`•` r ...... SO r S DE ETAft '64 ,, A� Luua tum s�c�"7�t R.p � SEE DETNL X FOP.:.-�" „!-'AOR'[A1� -:. P TO TRACKS m �+•t6: 'IS, SIDE CD•1MECTIOH' : 5EE'OOAI x FCR IR ' - - r6 f'Z SIDE COr1NECTiCti �•'l „2 {'� �6• a iD p0 4,•3 .� T U%,f-4 i TD TRACKS: �"\.� f aL4 +aY � a rq ism: CZ ✓ To'TRgcKs ."i7 u°' �� 23 ��••��.. ��? �'y�'�•3 C§i*, j Q$'°! 53 J'- 8 8 �j ��•yfe.c5(p ci q' ' 'v'`l'F `� .� •. .-1 !S?°' 6 fi S9• '� f(�•J t'e;.te ts,'zsv��i END CONNECTION :DETAIL'3} END CONNECTION DETAIL f8 END :CONNECTION DETAIL51 SND CONNECTION DETAIL IXISnN6 GtM' 1/d:P tr,cow A77H; ,/d 0 TARCON 1gTH. .---., ........ ...... .. M1.REOUXMING '9!D ONLY'FO't.,SP0.NS GAFhTFA TNAN.72"-0'. ADVANCED THREI,,:DtCRU ADVANCED.THRFADFORI.1' I TECNNOt OGY n 9uILOcx� TECHNOLOGY TV BURDE)f ./-Cuss ANCHOR$W 1 T'2`Mw a'I HORS'jN/t t/2 M@i: t _ .. ... ......... ..(.. .. -.. :2-%4'.'MMl:YiDbE jTHR^cACfD PENETRANOR ........ THR"ADED PETiETW.YON'•' r - .. ..... .. 1' .. ...... ..... ... ....... .......... .. .. - AR'L Sr3`AR4110N STUDS:REOD `nao sruDs n 72'oc., 010-t�Y sxs. +xN SERsrit:Du ., SFE I I ITATIOhS OF U5E OF m:wss(sem N10 sTuos®,2 D.C: � et6 o:d."•,� TO Gess sa sG4i%i1.E.LAY srgET. 1/2'MIH SDY�An�a+(s6Er:. �' + BLADE{i ON SHEET 1:.9 11-FOA UA(LAf�---...... J" l`- /' <,..t-' •tt,FOR 73ADE';DA':O 4 ON 5'fiEf 19 FOR : . i I T " /� ♦ .-.., DJ SKR I9 FD7: _ . ! ! T r h'. _ i vl--- DR 8JO R '—' €:I •�'. ,�` �• I-', ! '�i --:--.. ,42Y _ rl_2 ,q 3,r,� ,oa;1� a rMIN r x igar6� "i a at�•Q3o -WPli flNISH' ?K4 Mn:WOOD WALL i d� 6 6 b0'(3 aNISt1 L az. 1 a yiEW_ Y: , �g tiw� 3 Ti'z,�a sTUDs riE�D. — d9 �'h? t�' P7)•�::� :PLAN 6-4-6?- i? Z�� r e.7:- 4ca-. ;§ ;Ls; ,s, f6'. DETAIL . END. CONNECTION: DETAIL 1t END C ION 'DETAIL <12 .r FLORIDA l�UILDiNO CODE' (High, Veloc ty Hi3keicnna:Zone m 201"J EASTERN METAL SUPPLY,INC. BERTHA HVS Irl L ECO ,H�.; n`fi, ■S-■ ACcor `on tt r ystem x v: i w/oR 4v/b x v.wiiav> a>i : ANY ATerlCaa Shuff®�' SysfBRls REV.NQ DESCRIPTION DATE DRAWN eY ML: TIL[IT TESTING do ENGINEERING COMP J3 l �F 6355:4EW 36th.St.,Si Xs,vfw a awo.N'S IL0RDA 73i AssOtslcflOn Inc:. , OLD 15=9aa \\\ Piw (305)871 1330 Fox ot;)$t-(5 3. 4268 Wet Roads Drive p WT. :08/02/17 . "' •' " '' •"'• " ••-"• -'-' GRID,. "\\\ "' :e-m tdte<bc...com .-Wegt Paim roe... FL 33407 DRAgJ(NG 0(v0 ou `''• ✓(}�� + '�'1 e+` WALTEx64 OTDILUTJF.,P;E„ (800}432-2204 Fox;r.(56i1j2Q9-6380 .... 'N:E'5 A7e,t�J JJ1 HtE'fpAT[ FL"OA uc.:p 44f67 .. oe.. _... ... .. ....... ..... .. Rho _ __... ......... .. . _....._ SHEET i$OF20 ............. _.. ....... ... .... .. .. _ •:T=ENERAI UMRATVONSLZ AND OOND1Ti 'OF USF FORBERTitb' 3t5 t Y I i i ASO;DESIGN PRESSURE RA71NG: +770,^ 110 p,sJ, G .. _.. . ..... t.: 2„M,AX•;SHUTTER SPAN:967,. 3,ALLOWED MOUNRNCS:A q G.&.H ONSHEETS fi 7;AS 1'iE1L:A5 j Li MOUNTINGS M.O;T;U'&.'N'ON SHEETS 16: z t 4 ONLY'CENTERMaTES 211 (BOTH W/ 4:OR(2 j ARE ALLOWED WITH 3 1 t ARRAt�CLED M A. CA1 OR'OPP NO"IA OUT...IN CASE:OF OPP ING y� YOUT,:pS),MUSi BE INCLUDED ONLY AT E1v7ERIOR ACCESS SIDE OF �r«"•Jcw �_.:�q}On`25! CErJfERMA^T(EE.. . tt' `Pw FA END: • t /' S.(A)FT]!"WINDOW:.BLADE 8SHALL.ONLY ALLOW A MAXIMUMS OF 5:OPEN!NG5 1 WO HOLES)FOR 49.PER BLADE AT SPACINGS SHOWN ON mSHEU 4, �C s: y �d�4t-.—.r• _ J� (B)MIN:CLEARANCE FROM TOP OR::BOTTQM:EDGE OF NY.WINDOW BLADE:9 :MAX.5 WINDOWS a, "- .� ',, ,..,. Y OF ANY 3"0 HOLE FOR�4 SHA1L•BE.12'. ... .ALLOWED AT"F1V , - g WINDOW BLnDE -) "(C) RST OR LW.BLADE COMING OUr:FROM S7A9TER5 AT F1JDS:.VAY BE HV JIN BLADE 1 , ... . • 'a °' o (D)-HN WINDOW BODE.t®MUST:BEUSED�ALTERNATE TO>A SOLID VN BLApE'.10. THROUGHOUI`SHUfTFR'S WIDTH. c 1 iERMATES.SNA LL.ALWAYS'BE INSTALLED ADJACENT:TO'.A:SOUD';HV r$ (E)CEN 1. �>-• ` s -'r BLADEQ)AT E(FHER:SIDE:OF THEM. a a q a. :SEE;IND � � � q $ � (F)POLYCARBONATE:Hv..YANDOW' SMALL.BE IN7ALLEp:50� i''TABS FACE .CON1aECT10Y.. s 6a THE WEERIOR OF THE OPENIING B�NG PRLYIECIEO.w.WINDOW: .MUST BE F2: ONLY'INSTALLED AND;TACKED.USING A'W SETTING,TOOL.PRONU£O:BY ASSk ;DETAILS ON SNI 70&78 TYP. I $. - 'FULL HEIGHT; 6.SEE.ANCHOR'SPACING:SCHEDULE FOR INS IT INi0�W000 FRAME EI) 1Att "•)•^} t $5L$� BUILDINGS ON SHEET 15;.AS Llh1iTED BY SPAN,AND 0 SIGNEOAD(SEE:NOTES P 'P �4'I : ^$ � &22 ABOVE). _.... 1 r ._r .. 1 G .... :.. 7 SEE ANCHOR SPACI^7G:SCHEDULE,;F.OR INSTALLATIONS INTO POURED 1, .. CONCRETE OR CON ETE(LOCK WW1,ON.SHEETS 12&13.A5.11MflEtl'BY.. DESIGN SEE NOTES"i-&2 ABNOy .4'Sl:_(SEE PLAN FOR REQUIREMENTS) B '0 N- : 7YP TOP.&BOT70M :W !.\_ i MINIMUM SWARAT_ N:TO GLASS SCHEDULE. J[! MI 10 2,.sRQ oa�(j 1. � SHUTTER:SPAIJ MINIMUM SEPARATION TOGIA.SS UNOMITEO WIDhV .. . ELEVATION urL'STFAVTIgv FO rL EXISTING GLAS$-1 (.{SEE`..CHFLstAE ON SMELT 12 FOR BINE l': .... ..... A140 M.7r,S SHfiT TYtR BLADES 1`&�A7:. 6 Mex. _.___ _ — ALTERNATE OPPOSING CENTERMATIES. Pu�R W/�,', EXTERIOR ONLY) jTYP,. / L AND W�_y R SEE'NOTE 4 AVE)' 4?a TYP. 51'M/idJ:iRICAL ceN1ERMirEs i27 N7/? OR'S�AND W/D�.{SE NOTE 4 ABOVE) tz"�zz PLAN. 'TYPICAL X17 NV BLADE :WORKING IN' UNISON 'WITH HV` 'WINDOW' 'BLADE f1A SHUTTERS ODE 'RI 19�. �1 :�� .. ...... ... .... C G,9 201171 Nelocity FINC,Zon6: FLORIDA.BUILDING '� BERTHA HVT,, Accordion Shutter S stem A■S.S sA ; Y A1nertcan Shutter s H . BLADE 1'W/oIt W/0 H V...wiNDDN BLADE ST e ? TILLIT TESTING & ENGINEERING COMPANY } Systems: RtY.N., DESCFIPTION DATE DRAWN.aY M:t. •: J�F+ �� '� T R355'N.N 6,t 5t 5t 30.:.wTGiN'.A GAADEN5,FLC40r�3J16 /ASBOC�Of/O�I (SIC. ,;I OLD 1$-090 44 .. /02/17 DATE 08/02/17 .. .... ... .. .... .. ........ ._ .. ... ... ... .. .. ... _ .. 1 . Fax - .. " i , Pn.:c rs .{305)871 1530.Fo4:(305)87'•.1531 4268 Kest:R00 Dive: 2 ---- �Q�q((}A .. tt 41 e'maT,tiltec000slcom` " ' Wes!PDIm Beach tlF DRAWING No Dri PDone:(800 432 2204 L 33402 _ P P ]G14�(yRW7�F� ( WALTER A DMT.Jr.P.E. B s Y c. .FLORIDA L c.f:44167 __.... .......:.. .......... .. .... ... .. .,...>isftxr.: ........ ... ....... _ 'SHEET: 2.. (561)20 8380 - --' s 19' OF'20 .ydiEOUIREO MINMLM INSTALLATIO'N'S W/. Cid HV BLADE & HV CENTERMATESVARIES,yi INSTALLATIONS 8LADE. 2 000"Max.Pdax T E, ....... 2- Max." ax. . tin AQ�V3� E 4Q W 436. INTO METAL STUD WALLS * o META!SNOS AT ST O.C, 5a 40 4,7 m o0 n CY ' 1�2� r / 475 .. . �;u W r �!c 43a1 '� NOMINAL r .,. {i y SAN 1 A ALUMINUM:SLEEVE: ' 43a ' li r2 -f FO . A"i V ACCO 1QN SNU e0a3-Ts attoY I REQ RED MINI>/UM _ INSTALLATION: TO METAL SDJQ I.i/i`i fi !/4;:0.035 THICK-lcin i ?43c s"+10 1 .�._r a 5 ... ... ... ... WALL S SDI I`11.1 .STELi TRACK CHANM-L:, / 1 ,; T--. i .. ..: .. _. 'SEPARATION TO GLASS $CH DUET S'�,_3.DO0 ASTM CPADE 40 MIn..G-60 4 s'o:c. .... 39�r�If " ..� ,I 1 MAX; Al.S.D. DEIGN'PRESSURE. RATING: t75, - 75 ps:F: ... � °''. I t?oz --~ GALVANIZED FASTEHEU 10 STUDS , i ptic�71NG.FINISH. t x - -- W/(2)06 1/2 TCK SCREWS:0y- I LAS APPLICAOLE: MlNllulUA•i . INIEMIOR h EXTERIOR FACE , T MIN. SEPARATION 2. MAX.';SHUTTER SPAN: 84" SEPARATION' 1 .EXISTtNG�GLASS--1 r i.'t 3a LENGTH } 1';e TO GLASS: -.. 3. ALLOWED MOUNTING;8,ON THIS SHEET;- csE£scHEou�c) 4� ( ro cLtiss 43 1 f4"0 20X3" BOLT 'I • I EXISTINGTR{Istt „ m (tYP) m: 4. ONLY ENTERMA7'E 27 W� 24 HV LOCK ARE.:ALIOVJEO tdU i EIvE•RA7 I C APPUCAgLE. WITH 2.1 ARRANGED A.SMETRICAL LAYOUT. P T REO:iIR=D MNIIJUN t � I ' E 4.3 al+"•s t/4 oo3s THICK Mn iIiIi 6°C USE 0 :(2) 35 (6" LONG, MINIMUM) MUST ALWAYS BE �t 373 Soar GAty sTeEi Twcx gbWNEE 1 43c, 43a INCLUDED ATX7ERIOR OR UJTERIOR ACCESS SIDE OF' ;_: .250 jr-.050'Qui iStM.A-653 GRADE:40 6Gn.;G-EO + CJd,VAN!26O FASTENED T°STUDS':' i t s r2 s oG _. ' - " �- - --`' CENTERMATE. - I W::(2).jb 1/2:TE:SCROS 04 INTERIOR 8 mCRIOR FACE ....' Uri. Lt/4�.. THRFAUS wf �(4 ( 8 * BLADE:SLACK DETAIL HVF IS VALID ALSO FOR 1 �' CO U i. f '-- ilf t2: CENTER 21 .APPLICATION WITH:BLADE 1' -(J PRODUCTS:FAB-LOK MD ..R OVIRtT)MINIMUM VARIES 43b 6 x+ 1/2 oQ35 THi ,t _ m:6 O.C. M ASTM A GRAD£aD 2 Max;. COMPONENTS Td C-60 GALv.STEEL MS :WALL .HEADER(SILL INSTAL:LATION. - - MEiAl:S1U05 AT t6:O:G. .-- ------ - EXISTING:FINISH:AY.APPLICABtE (t.YP:IOP dc.BOTfOfA) ' --.. .... �• --: ... _ — EXISTING QLAS5..... _ .: r�ONT..G GS CI bE a0 X CHANNEL, ._.. -..�... .. STM A- .3 GRA Min. C-6D' . £ � � �- � I ����"'t t � , t (� �r 7 GALVAN12E0 FASTENED:,TO:STUDS' SYMMETRYCAL I I I, SYMMETRYGAL I I yr/(2).f6xt 2 TEXSCREWS ON - 430 43b 43c miN S RARAMON, VARIES CENTERMATES WJ CENTERMATES UJ. INTERIOR&E/CT£1210R FACE I ' ' TO CLASS 2` t t r I , , .. I i :i i i i (SEF SCHEDULE) Mnx. EXTERIOR ACCESS' SIDE INTERIOR ACCESS SIDE ; ' =-= --- ----- --- --- -- - ---- ----- ------ ---- --- --- 7. - LIN •vARxniw TO G A_s IN : r� MN sEPAR001;10.QAss. I N I wY tr&m Lock(FE k.=L : /w 9or LACK tsTE s3En xE} _ �.J _ t _rq�,{ 6 MI -- -- - -- -- --- --- � _ - . � Y l 21 .. f 21 LIC*D AT . .. _s ---<- ---. -----------`------ --- - - t -- --- ------ -- -- ---- -- ------- ---- ---- -- - -------- .`4U24 --- ------. — - 'nr EbOEx/sILL ENDs VIEW Y W 9:2 (5 min').+/a^(rya:)--^ /33 SIDE CONNECTION TO:TRACK !'(ra)— n-- .......- 7 ._ DE SLACK DETAIL HVIF HV� VB EE�f � � FLORIDA:BUILDING CODE (High Velocity:Hurdc'One.Zone) •' Q 2017 EASTERN.METAL:SUPP.LY INC. EN BERTHA HVT� .. . E G O �N :: A Accor "'o Sf�` er S Ste _ ■ h s �' Rve #a w oR �H.v.wL=N Nr TILLIT TESTING A ENGINEERING:COMPANY �h iff61' ySfO(1'IS. REV-1k pFscRlpJLorr DAte DtL$'!M ar. M.L 1 ,yam--.T - +tV� 63 Phos (305)97tI 1530 Fox(30 871 o1SJlu+ a 4Arl§ NiesttRoads'Drive 2 - �?Et oa/0z/t • �r !C1.. - ��` + - e-mci.ulteco®aotsem: "' AmH'est.Palm 8eaoh, FL 33407" .3 DRAWING NQ7' 6 oiD ts:`oen s/oz/, .S��tO t � , E9-oe06T79' Phone::-(800)432-2204.:Fax:.(561)209-8380 x 17-1-22 `I WALTER A TILER Jr.P.E. F,5'9EAL�tb(r-MRE%DATE FLORDA Lc.¢aa167. 6 _. ... .:.._ . .... ...... ...... 6 20 S F 20 _..._. ... ..._................