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PRODUCT APPROVAL SHUTTERS ACCORDION
,5 K 8C:25 Home ��Log ih ;riser Registi�Lori i Hvt'rapfas {� Submit S�atrharge "StaEs&Fads P(fblicdhorf5 1 Contdtt Us.,�4 9CTS Site Hap { links j Search pradaofkApprovaf`,. �`� t15ER oubhc'Ussr Prvctvct..n�gt»r€ai i�enU�P`ati+aCt nr hpRttc•l;inifi�i�arth a�RPtcatron 7 st>Apphc6dory Detb3t (/`-E' wj `x fC fL389I210 REVIEWED FOR r�Qplicatibn Type;- 3tevislom GadeVers{on 2020 ® PLI/vCNC Applitatron SEaEuS 'Approve LUCIE COUNTY Carriments; BOCC mrchlve�t' , / adiicf•Ma of cEiarer;- `'��I?f.. [� � ;Rmdrlca ShutEerS eta "s Assncfatian rIinc := /� .Address/Phone/Eriait: �268 l+Uestroads Dnve:: •- _West palm Beac},�C 33407,. rei561}209,82G3". . Authorized Signature Bril f eeley tlrodrlgtfeza�Seast�Y�irneta) �,. F �L COPY Technfcal�Representatrvi: Address/Phond/�riiai! � QtiafiEylssurahre Representative 'Ado ress(Phonejinaif ' 'Gate9arY;, Shutters' -,;Sulstate:o , 9.rY <: ;Accordion: Camphance Method.': {:valuation Report from a Florida f2egistered Architect<ar a Cleansed Flacida . Profes�topal Engii`teer ,. a, EvatuationYRepoft Hardcopy:f�e�e�Ved Florida f nginEer oe Ar6itett Nanie.whd developed tWWafter A, Trlht,7r P.E. Ev a l ua tine e Redo rt; (artda{lcens>< hE-441$, „Quality Assurance Entity x.NallonalAncieditaEian ansi Managettent�Instihite., ' ,puality Assurance CantrackExpltationDaEe `�, •12/31/Z021, ' ,Valfdatert By3ohh Henry Katjjpinaiin]s ' _ _ �'� Vai{l3atian CheeftUst Hardcopy}teceived=', Gertiffc Ee al Independence; Fy,489 tin Mi [OI nc�e A IlD I gdf m l C389�R10=C��GO'I`R 'F3 389 Ai0 C01"COT`ASSA B�Af]E3 adf fYeferenced Standard apd Year of Star<dardj, Yeats.,. ASTM E-.1886 201 ASTM E=330 2002" i>TAS i99`4 . `.:Equivalence of Pr`csiUct 5tafiiards,• -. '-Sections#rom therCade Product Approval methc'd` Method- Option t3`, Cate Submitted; g10/15%2020.` Date Validated =1i/06/2020` Date Pending FBC Approval;: 4/06/2020' , Date Apliraved' 12/15j202 , 5utrima of Rroducts FL#` ;:Model;Numbek or Name> e Dest:npdon�: 389 1:: Bertha-HV Accordion Shutter, Blade BxtrUded aluminum lnteri9cking;6lades ratasned by tracks',{top V 5 andb6ttom,)' moc3 H sp on Lhnsts.of Use .. I Installatson:Instructions ' Approved Mr,tiee tn_HVHZ iVa Fi 3"89 RlO II"DRWTIVG ASSA_BLADES: Approved for use aui9ida HVHZ""s Yes. Verified Sy:_American Test Lab;of South Florida,Tnc Impact Resistant Yes, Created by-Independent Third Party Yes' '�` Evaluatton Re Destgn;Pressure N/A -, pnrt"s� Other:Large l lissde L Third eyel D :Mast,span is2'9,for 40.psf' L3$4 RO'.AE PER'A55A 13LTtidE3.p . posiEiye;,ASD toad and`23 0 for 35>psf negattva A5D ioad`Etie Created by Inclependstit d Party Yes.,. HV3-blade w/d;windovi.bidde 5-2":for 110-00 ASO.load for. 03bl6de W/o,window;blade and 8`,-!T for 62 psfj 9: 1". 1 for '55 psf;HV3 blade w/window blade;working'.ii unison hlax span;. for HO blade W/o window bla6ode installaubiis 46:meta i Stud;nails is 79'`for,max:.ASD,pressure rating of+72, 72 and: 84"for.44-64 psi;`See sheet 5 for other;spans arrd Sl7,. �PreS;Ur 385 2 Bertha HV Accardion Shutter Blade 1 Extruded aiuip num interloci.rng blades retained'by-tracks,{tap; .- Oniy {�lnn HbHZ) Drwg 2�7 164''. andicttom}for storm projection l tmtts:of Use Installation instructions Approved for gs in t1VNZ Nogg R1CT TlRtALj `BLApEA.[ Approved for use otitsideWN S Verified By American Test Lab.of South"Florida,Tt c:; ItnpatfResistant Yes; Cr'Bated.byIndependentThi[d'.Party Yes Oestgm Pressure N/A_ ,. EvaluatioirRaports.-:; Otherz Large missile level D.'MaX Span.is 16 0'for 30 p s:f FL389 KIQ AE PER ASS,A. BLADE1,p negative ASD load depending on centermates and locking To _ Created;by Independent Thud"Part Yes_ =configuration'for HVl:;blade $'=0 for+64, 72 p's f A � oad for�HV blade=for Keystane rriounttngs T0"p s Error metals stud mnuntings•and 8-Wjor 110 p:s f'fbr HU1A worRing in unison`See sheets 7 12 aitd 20 respectively of lnstallat)oi1. . drawings for other spans;and ressures,,, - P. 389 Behh6.wAtcofdkoh Shutter Extruded aluminum interlocking"blades retained by tracks{top COMBO-(Non HVHZ) 'Drwg 20 163 and EiotE4m)"for storm protection. - btrrrtts of Use- ..Inst` allat+on Instructtans Approved fpr Use en HVHZ No FL389 R10 II ORW ASSA BLRDEI 2 l Approved for use outside HVHZ Yes< Veed Sy American Test Labof South Flortda;Inc, Impact Resistant Yes: Created by IndependdjThird Party Yes. Design oressur® N/A� .: Evaluation Reports. ' Other:<Largerriissile. Max apanat-30p,s_f;ASDload.' ' F 8 Ri0'"AE PER A55A B' 0 7i{j ;'' for Blade 1 and 18 0 for.8lade 2;See•schedules omsheet 12; Created by Independent Tttird Forty Yes` 25 andY28 respectively t:dhtactli �ti',26b1$iair'Sio�e(toad;Talla(*assee.FL 32399phon :65ff sd;7;i924 '1'Fie StSte6ffFzrn�ais`an:tJ{7EE6•s?TiployerGgp_y�,gttY 26p7-gb23�5kota:cf Flarida:,:S;frNacv�Satament :��„ctessibifli�,StxtQriiant,.Rviiind'Staterr)ont' Unde.rfiurida law;email addresses,am pubic retard't. f you do hot waat yod� mall aiidress Tel?ased'm raspoii$9 o a pubk 4vcor rcquest.�do no[send eiectdoriid malt tin this entity'.Instead contact the offii;by Phone or by t admbnal mail tt jteu Have,any questions;please iaritaa 650:467 1395 ?'Pur-uant to'SeCYiort 4SS:-7S(1 j, :. flaritip StahlteS,ktfCdpy@ Oct6!m,.it Z012,licensees licenvod undat-;Cnaptor:"95S f S mGs prxVide t'he.Deporta?t®nt ninth art einaii addtess f they Fiaira one.:TtSO etitaijsf pTUYidCil:Tna"-17e"tlsed for 0 laC:6mmdni4`aCifln Vrltt{',the(1tRn5E@.N,oWeVeT aitiad addre55E5 are PUb11C iecord.if wOn do rtUt Ytlbti Cv,Supply d pErsotiai addfeS5�please` raride.tkieCinpa-nnentw`Liipn;eptatt'adgressWhiGhcajs;beinnde-aVa�fat+le,to-theptibllc`(pdetormi(ie,itycUyTB.a'ti;:ensac.undecGfiagter455 F.:S.;.pleaserJEck.lie -.." . ::PraducR Approgal Rtcepts; . FIN a icredIC Od z af� - #y II I�I�� i illli,� GENERAL.NOTES.-: 1.;BERTHA H.V.ACCORDION SHUTTER.SYSTEM StOWN ON TFIS FROOIICi EVALUATIONOC DUAIFNT(P EO:}.HAS BEEN VFRITIE4:FOR:COSFLNNCE.:IN ACCORDANCE WITH THE 2020(ZMI; THE FLORIDA._gj_TIDN OF)_ BUILCWa qDM TNLS ACCORDION,SHt M*R.SYSTEM,SE01L4_NOT B€FTiSTAttF71 AT•HIGH VELOCITY HURN E,ZONES. T p C ' DESrW MA•LOADS.StMi BE:DINED A§'Pi&BECKON.=i820 OF'41 .AEDVE L9:NR 4;0 CODE.FOR At BASIC:WIND SPEED'REOUIRED'BY THE JURISINC XW,.pvM SH,tt,17E1_2 WILL. -/ABLE OF', CONTEC NTS,. ..:° BE 11,SQ I.ED ZTH'A,DRECF00LITY FALTOR.K� 5;:U 0.8SING A=7=16,AND SHILL'MOr'OXESDD THE NbW1dt7N'{A.S.D};,OfSWt4 PRESSURE RATINGS tNOICATEO ON SHEETS 11.THRO:15r 19,&:20:" " IN OILER TO IRRIFY'113E ABOVE COlN97TiDW ULMTAtE DES'G1Yl'YtkD t.MTT$�DETERMN7ED PER ASf.E 7,-18 SHALT;BE FiR'Si,kECS1CFD T0,A.$.D OESJGN.Vf.1H0 i9A03� AREA 1' w 13LApES(7>Be BY MU611PLTING;THEN B'Y O.B IN ORDER TO.CO>iPARI«THESE Yif L1AX:'I&SD)'DESK,fd PRESSURE.RATiNGS;INDICATED ON SHEETS 11 *RU 15,19 "... .. GENERAL'NOTES SHEET 1 ' IN OLDER-TD YE731f'?7t44T':C06tPOnEI'iT5 AND;ANCHORS ON TNLS,P.a.,AS TESTED,VfM,NOT:OVER.STRESSED.A-33 3 INCRME..IN ALLOWAIT,LE STRESS FOR'N1ND'P*IIIS,.WAS,JlIQj USED 1N THEIR SYSTEM CUIdPONEb3TS: 7r20 SHEET:2. t ANALYSIS,liOW'eJER,A tP#1D DURATION FACTOR CD'!1.�WAS.USED iTM,VERiEYCA1KRi OP.Fil5lEtiERS'IN11 1Y000, _ Sys"'COMPONEN'TS 21-37 SHEET 3! i i3amw HN.ACCORDION•SHt7m bY6YEM'5 ABEQLM Y FOR)MND AND;LARGE WSSILE AMPACT LOAD FIAS,BEEN VERIFIED IN`ACCOROAFICE.W1YN.SECTION 16DPi f.2,OF-THE,/,&7Y,E;ME1fITONEO CODE AS PER: TYPICAL:SHUTTER''A'SSEf,18LY 38"44 SNEET'4 ' ATI:.REPORM" TYPICAL WINDOW BLADE&WINDOW,DETAIL. .t f -ITV E U' 16414'AY-03,:J671S,C1-43,a10O441-Dss,(1214:DY-C6;�}.D311.02-06;B0$Q9:0l=.10 AND¢021D.01-1':1:AS�PER.�TAS=201,TAS-•202 AID TAS-203?ROT000IS-W ASTM.E-1866, AREA 9! HV SLALIE 1M AND f'P/"WIN�W:BLASE AND E-1998.M-iOARM(MINX CM 0.WRD�TONES I.,T.'3'$de:$.1320.01 f0 AS PER TA.i�ZOt 2Ai R::203-PROTOCOLS LARGE'NfSSILE 4WHERE AEELla".. .. .. ..-Nv m'a cpw BLADE ;.$D50$,O1-OB AS PETf,i\S1M E,18t3&AND E;-T4AB;(MISSILE:iEIEt D.'v�NO.TONES T::2,3}L3RiTC.PROTECTfOH,ONLY AND®:0'I25�01'�lkB;AS PER TAB.202 PROTOCCIL. TYPICAL SNV,[TER EL.EVAT.IRN.&.NOSES,ON LOCKS SHEET 5, INST yL A710N D -F.ETAILS A ,,CONCRETE/BLOCK. SHEET 6' Z::HV MAMO AND:LN 89NDOW MAZE Q 'ARE`fNf NrtREI)TO*Ak fN.UNISON,WITH.EACIT.;OTHER UNDER THE GENEM LIMITATIONS AND CONDITIONS'M LINE INmi kTE0.Ot1 SHEEP 1,S IN TALLATION OETRTLS O-Ti,.cONCRETEJBLOCK SHEET 7' ... .... CkNTERMA7E... DETAILS 1 HY SHEET'.B 'I BERTI#A N.V.`A000T8310N PLYS'(NV sonk).USED AT BLADE.,KHUCNCIt:ANO FDR tiftM 9OUNT D64k`"RON'TO.TRACM-SHALT.,BE$]:4x2.75;':AND.$Uii1.75"BE4PECINELY.+10-HT MINIMUM SERIFS; - CEMEfWATE"ALTERNATING_DETALS HV SHEET 9 STAINLESS STEEL SCREWS WRH 133:0 W,YIELO STRENGTH AND 180 ksI TENSILE SIR£NCTH PINS SNALL BE COATED WITH BERTHA W DACROSNIELD:COAMNO SYSTEIk AS;MANUFAGTURED BY APPROVED .... H OOATINO.iAPPUCATDRS;11EMMMED VM AMEFmw SHUTTER SYSTLOAS ASSOdATION.PINS.'MUST BEAR THE IY WViKUiR"'T1 ml HEAD.. .. ...4.. V, END'COFdN€CT1ONj'OETNtiS 1-6.CONCRETE/BLOCK, SHEET 10 4•'ALL.ALU"wl 6005-YS`NS=ALLLL•ALUNIi"EXT"R� P4 q kE...COfWr WfTN'Di55{4kiAR WsTER LS,SHN2.IXNdPLY ECDO'�0h6 OF.THE 201S�11MINUM DESIGj�t +dNUIL '.IS'30:0'ksNAND 35:7 tcs;FOR L(gXIF.fUM SFR"T•7A6LES SHEET 1J'. _ SHEET 12• ANCHOR.SCHEDLIL,E;-C0NCf M&BLOCK. S.N3.SCi&'L4E'FO BE:sioem STEEL 304 OLF 318 AiS1'StXttES OR CORf8354DM Fff�S'TAttT COALED. HtM4 STEEL:AS RR DIW'SdfOT9.WITH.50 k.l MIN.YIEtD',S'TRENRSH:AMD-90 k81-MIN.TENSILE STRENGTH;., ANCHOR SCHEDULE- CONORE:TE&BLOCK SHEET 13: AND SHNI COMPLYW"J'FLORI04•,BUILDNO C01 SE.^IiOM 241 f.3.3<.< AnchOR.SCHEDULE-I:ONGRETE&BLCCKi SHEET 14' 8.Boirs;10 9E.ASM'X307 CRLVANi2ED.STEEL,OR A151,3000R''318:SENES:STAI14IESS SFEEL,WIT11.35'f6i MINDTUM11CLO STRDM.H, :; :A1dCHOR::SCRED.ULE-WOODSHEEt'18 '. 7.-SEE 1HE'FOULOW;NIO`SHEETS'FOR:ANCtOR,SPECIFJCATtONS,HV+BIAm 0.'T.12,13.14;t,5 m-0 20' INSTALLATION DE7WLS M-I:WOOD .. SHEET 16' 7 INSTALLATION MI lS S- WOOD V % SHEEP Y - 1 `Hv BLADE Qw 6 ,iI5 6;IM UR60Ni Y2;TT.it is. . . i 8 THIS BERM N,V.AOCORO[OH,5iiUTLER SYtlW'BMS,A.US:<PATENL pe'r.19Se2'aoNPGNEN'ts.OF'TFpS APi�'iA1.I�>:.COYEHEDc IN WHOLE'OR IN PART'•9Y�U.S.'PATW;j5.458,179 ISSUED TO EASTERN: END bONBECTiDN'LTETAILS 7-12 &k.WOOD SHEET TB' TRE'TAL SUPPLY =, __ _ _ Bt34 tltf WTNE1OY1TI [}E t3NlY z < i0.1T 5FHU.L;LaE'INE:Rr'SPOCiS19Et.1[Y..OF.,THE'.CDigRltC TO 4Ef' ';fYiE SAUNE7NES'SA6;ak(k.STHLtL4tSRF..thllrSFE'S4ft7LTER,IS.1L7:E A'TTd+iaj}3twT31:iN9£IRi»i PROPER.ANCHORAG C4FlTNdCtOR aEA[+.AG'LY } -,•-, ' .ALL SHET}'1ER;COAIFOTIEN'T-'EDGES W'tildiC REM A",�iR0 FASTE17TN0 IN DNTItiU01fS;CONTAC WTT1{T#Cz;;901LMNG T15:PREV¢ke'wt}LD,?f?atF1'fNMtt5YEFL ; Tf LCAL 5Ri[j'T-rt2:EL 1AVO1t 'r ^" TB,j p 10..EAC"UNTT,.MUSF':BEAR PERYMENT 1ABELAN:A NS18l:E`PLACE WTIA WARNING NOTE DU.P;=PERODS HURBTCAhS SYARNtftOS HOME D°h}TETT�^TRtGVP 4R OTHERS;MUST PRDpF71LT,t:U3Sk'ALT.HM"kV0 TND I CENTERMATES AND ENGAGE,OR:LOCK AAL'HV,'AND':HD LOCKS," 11.SHUTIER•m.UFACTURER'S LABEL`SNALI,.BE LOCATED.ON A-RH,DILY VISIBLE iAC,inOff#T}ACG0 4i0NE SH(1TTER.I'1�1 SP9Ad1GG'WT'1fx5�4'IT01;N T709.�:3y0F:F[DR9A'BUICDNN coof..ti)+B LABS' <,..fThLL INStut.AiTDN DLTaTLS EIETAL S'i63D 1hAl.L",a +HEE{' PLACED:POT EVFRY'•4PESNtNG,LA,BE'CRK1 TO COt6PLY WT(H'S'£C.[KAY't769,9„2 OF ITC€fLOR LA BJR13W CORE. :. :12 6ER0IA:H Y.ACCOROFCN.:3111tfTER:SYSTET['8 0i'uTALUTIONF SHALL•'CONP{.YitTfIH SPECS,ij{i}LrATf19 iH`4� yUftlyti'RT�G,PLEF"j 1'{EllRCQfi(:`Aid6'2ON4N. 71A7IONS.PROVIDED,ptf 1FTr.n360citaM PERPIT•S-APPLIED,TNT: 13. 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( ELI.B€-CONS!0E71E0•.'EMfAUO tP ALtERFR'BY'ANY-MEAtiS. p�rj 09TAiN PEFiMiTS iN TH STATE OF' FI.ORt .(d)SITE�SPEGIFToP.MCG'M SHWi..6E.PREPAI2ED;DY A:FLOR?DA I7EGSTEQED f7TCINE€R.(}R ARC)gTEC1�.14N{C1i.WRl(:�21ECDAt�.'•THT<--Y13UTNEELi:,DT RE E.O.R. �FOR''JHE PRWE :A7i7�MNO�NYLLt RESPONRML.E,FOR XK PROPER-USES OF THE E.•D ENG?NM RECD%ACTING;AS As[.>EL£CvAtED ER TYf t}iE l'.6� pr'CA4EER Sf t4 SU81,11f�'T_0.THIS LATTER THE N .$Qc.C"FE:j7pAt5'If OS{Olt..., REVIEW.: ._: {a}OpSGAL.,P.E:4:.§IVitL B6N.R•:"Eii&;DAYE At_U:gW`CRLAI,.SUE/Js'D.SIBi'U1iiC OF tF',C E;PiT+r'�SS}037A..CNOTfdR.tFT FEt.�'RL7i RSAT'FREPAkD f[ r.:� y�{���p ' p�}yy-,, Wt�IIU�LIJMYU�44N.fC FSlli L�.�T I1,.R,BSRCkI,Y ��IET'FLC•raCd�e'R4ttiB ,:_ a2D20 1N.tccS 1FC• Ti2D EASTEETN Mau sLTaPLr mag ��cei� V!%' �jig"l e rdtO 3 Shuttez�, ysterizl x No:4�1 7 'Ai4Ticdn;.Shutlei. S §ms P� OEzcasellrN 1M1C s LµtK«iI1NcsYlinn TTT, E -' z Ittr �stn�T;t gEiNc coMPar�( {tsed�)dttdrr, tn$ a. 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BI*OCIC WAW, _. -END, GbNN C�T{ON DETAIL. �,. 6Np cONNECTrQN 'bE7AIL � �,�. ❑{�m� �pg►� rtVlt[EU5 OU�L47N9t7 trVtA• i#f5.4,.�.Q�.{�4EdtC� AIUt;fl'»i'f Clk>: �i�i3z?, .i . .. _ .. RT02G E.IRERN NE R.. UpptY,:t�t"EC i&CLYI itif VY Accordion Shutter System, NV..i#dDE.'$1'Wr bk W/d NV 1t11SkJ3N C+tA No,44 A arican Shuffer.5yaforriar ry f 0=4WIMM DATA �ti st u :rr r iT4N 7ES7Fk{r EF1 ;F 4iwrc Gflomcs 3 Affi546lafianr inc i OS517-:t0. �ir/T12WttNt[z;: 7}� a2O S7ATE e cuss xR_amh st.er.gas �.�0+s�rca�^ Ytauru 3s1e1 � ;,,r3a •:� f+nz:r' t$ Y1..IssJ re 9u a7f.t67s �2fx$>Yc lingtl.,: rJl tV� 2. to Xz0R{s�, �ey�`_ mm7;hlsccOaor ceR ri Ot PJIm 8u ig� FL 3i407° �': ryn q�+ `ii t. r"ti' G!-"Y79F71a - S t 64. /1 CNn�` A E \\ � � CRI:+n Et �44117, s'.• Sji��T rurinl( f t ,SEAL. SlONATURE OME_ MAXIMUM 5HUTTER SPA{ OR"L- iAkIMUFd 5F(1T'I"ER sy/Nb "L1-" wulMUfd 5F1UTtyR SvnN 1(L}. FOP (gsTG!..IAIIONss iY/ R OR,"E.:_ {L FOR Nc nTtON l .ND _I� �3. ( ) R I +• p�.} IrisTALL�Tti�ys . Q haT�' _4. 5,, 8:( •ar f tNSTALJ�TIONS W f.� i,,�E„ A.f. q.. rtt - T CONCRETE & WOOD (t) t:t_Ma.XIVUM ALLU4ABLE SPAN fOR A GIVEN WI 0i'LE jit LOCK /�.'on � or Or, �tS E5 �qll, �:,` T,.S' W CPIE'Hd LOCKS. I: MANSORY POSIRVE AS.O.OLSIQN PRESSURE RATi%, t`ID LOCK t34 Wt NO LO&ING . "A' ort 'LTtd£t4V LOCK�:aT or� � ,��4:R� � F7,:LOt,ftN� ir� - L MAX,ALLOWABLE SPAN FOR A.CMN,NECA7TVE :h TEP.44'ti,s +s t K t ' i'VA Ha LbcR G Roos .. t: A 9. DESIGN PRESSURE RATI G. EK' dG NJ' Li( Hd TA r Y J HALL A 8. C, P.:E; M. N: 0, v0S MOUNTING F, K.& L R, S, &V. L.tICK fi+ 11J,gWG LOCKING'RODS V, .:TbP & ,(SF:-OPT`LS 1"ff � -.- � - _ � . L147FTQH�F{5c (lJ�1t7"C� 01n°TF;C.It-. X ;2} PFiOCLDUHE TO D(7ERMR:•:fdAXk#(!A1 SPAN 'ri)R . SFt FLOOR/CEILING I WALL MOUNTING (TOPIDOTTOMj OR FLOOR/CEILN^ _ �,CriC'II"'tE:.4 tigOD• MOUNTING G''H. It, J T. U. W 5 i wxanw. mi�,#it5G0 wi5TlJ.ceFidt}il. iewus --. �,urtsuv Lor�+'4EtE & M _ A.SR ACSKai � i as.n.IYSnT( A, - 1Lsa Im.cA wi:;eA+LitiCti"s, _� GIVEN A POSttfYr A.CD. CEStGN FROM SCH OULFRATI-, � t aE.n�Rs. Wt,.t:tiDlUnlw,'- t J*E;�,�+r " - ++ :vas,r:7lNo rpts..lart DETERMINE NAXIMUM SPAN '1:+'FROM Srr,POIiLE. ww' rtstOr+Jcw+c Mattitt+w A N'EGATNE A.S.D. UESIGra PRESSURE RATING. DETERMINE NAMHUM SPAN`L-"MOM SCHEQULE. E�,,, _f I Y (E3. � L rt} L CN:' SPAN A (Y erp TAIATIDNS INTO WOOD SHALL"BERLIMITED 0 f NAL MAXIMUM 14 ItARLE SPAN IS EQUAL TO'IRSG--O 3ff ' ' " 5 ASD'UM HDESIGN PRESSURE RATING."F NI 4.DETERVINED SPAN 8E NCEN 'Li'ARE)`L-% u, IN S0 4 #C v"J i3 10 ( 3 a6 id 40 13 YO ;..t IC d0 :. 74 �' ¢ t �NPROCEDURE TO DETERMINE MAXIMUM SPAN FOR __..._ T 45 t , 73. 1 73 d id-3'� d5 �73 t J87DNS1N DR42tN WALL MAilNCtdGS ,tE 7 4 t3 < td 3 'i' HV CORNER CENTERMATE#3 MAY BE USED AT ALL ` .r._ .— .....�. -- .„--- >. W/ FLOOR/CEILING IlOUNTit1GS: 50 12 0 7 5 2 R 173. 5(? tl $ I it2 9L ; 7 j ti 1 MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS 5� 1 L 10" 'i fG" T2 1 ;12 16 SS t iG t 17 0 59 i i # 71 1 SHALL BE AS INDICATED ON MANDATORY CONDITON (12 FOR A WM4 POSfffr A.S.O. DESIGN PRESSURE UQ fI-4 I tt 4, G0n `. C f0 3I_ KAiiNG: 6 i- IO 10 IO 0 1 {t I7 nor 10 tC ILI+ YAx,SPM FOR WALL MOUNTING INSTAiLAVICN.i. iG�' E 5, SHEET 5.- Lz+- MAX,SPAN FOR BOOR/CEtLI:1G,MOUNTRG OT -. 70 7 - .7{#-4 (1.9 7 .„;...75 #0 , :If 1 •75 - :C-..,y". 'WSTALLATIONS. -r� tD 7 - "t tEXCEPT]HAT MAXIMUM SHUTTER SPAN�L{'OR 80 4 1C I~O 10 It D 10 9 80 9 10 i 4 70 "L-'AND IAXIIQC)M A.S.D.DESINC PRESSURE RATING FOR FOP.A CPJE4 tIRCATRc A.S.D. DESIGN PRESSURE G- -INSTALLATIONS INTO CONCRETE OR CCNCREr[BILOCK RATING: F u - SHALL BE LIMITED AS FOLLM. DETERMINE; 40 s a - e 9 tG- 77G a 3 I -9 _ 9 s O E b 0 ^ 2 4 10 95 -8-0 I $ 9 - Li-- MAX, SPAT( FOR WALL MOUNlIt INSTALLATION,. t Q0' tS 4 3 a tt 4 �7 1fh7 6 9 "L' A MOUNTING DSHEET 7 AND 9-0. SPAN, SEE 4 h FOR FL R/EJIJHG.MOUNTINC q£ f CONNECTIONS TO KEYSTONE MOUNTING 00 - Al:_ INSTA MAX,LA�P.. GJ C nNAL MAXIMUN..ALLOINABLE SPAN IS EQUAL.TO THE LIMITED TO +64 72ps.i.A AN M;Nt!:iVL1 BE7B,'CE `0 ^mO..L,'.." OON .. SEPARATION TO >GL•A SC L '""^°�Uui�•. 1. I 6 t `ti' 2' I'=8'�9 12Q ,.;R ..F�...iL.w.Ld ," . s4ijV3?0 WCHV3'. HE'DuLr WiTPt.PNAL MAXIMO �},. A;BLr 4PAN'At1D NFGATttif"R t}.OE..�N n 5 tT Ufif RgiING_-t0 JEfCFuir.E'Ak IMU0.i A.CH':R- . :T`� T r WIND ZONE 9INIMUM 5I;;INC, 74t3 7 5 5 i 7 7 7 014Q „} 5 3 it — -ASTM E 1996SEP 4y 3 a i taa TO GLASS 1ST;`. T to 15 ;Ta sG i55 t i- ss_ 1 THRU 3 Al & 9.w£ d ttF' Tf g{ 8'-2 - T9CT :fit 4 4 Tt 175, �. ... -0 3 8 _ 1 LACE: H 74D s a d o C 5�6 T90 6-a a 5 205 & , i 4 1 :-G 3 .5:-4 2O7 ,g_y•.: '-d-7. - p ' Z EIQRDA BU�tt G'GG}QE( cn .1 Fijtt :;ucrE .',f4itrF,'caite, one, If(i II Itrr oi�o it,T ce Imo. _ M , 4G ` F U r C�2Cr0 EA.tT'Rt3 GTAL sUmLY ' . Ac r'di n t `�� stem 7770� .i gar_ �r I, vrW at+/ v *0owaLa '_ ` J(? T O L _ -, 1 mer cUn t7 iAsr Sys#en tsi: crP r' n sutr u nan ae uT .L.c. 71LUT TESFJNG & ENGJN£ERING COMPANY �y 2s20 fi;55 A.W.1611, L 51 >RR Mq@'M c+rn&45,FLOMDA 73tfi - �l o STA or ¢rC. PA.W. k-,w.)L, a rox (Sos1aTT-ts31 $268 hkestxetids f rtI• r I G�iAYtI{1Cr "u 4 rno!:.iAmca�nroom ,if1CSj.J?oitT+ 6e0.tt,_-�L 3�wC97% ' Y - � � yryy q �( ..'.Z'I -..:...�.....�.,.�_. CA-t7LYlAftS � .. 1. _ (' :L� 1 6Y 7 `tea`' - - WXTtti A S'4I J P.E. tp ahJ51GNATMEfGAT 1 J.OF''10 kA M M ANCHOR* SEFAGING 6Pn,� mWEAf E FORA N MAX SHUMER SRAAF- A_SA DESIGN NEGATIVE_PRESSURE_diT L_ A CORRESPONDING NOUNi1NG TYPF FOR CONGRETc OR CONCRE6E ANCHORS SPACING LEGEND POURED CONCREM i u0frt+#.+OB 0.e,G a x., a; pp{q�p CYk�CR@'IE.BLOCK TAPCON OR A WAIL HELD MOUMT7NG �ArWALL HEADER MDU.k`TIMe tt�o, `'p'#4+A11 51LL.DUNiING DWELL SILL OtkxM C&`,WALL HEnDER SIS. TAPCON WITH ADVANCED SPANW,/ 6rl�d4.+ `9 WAil.?TaADE12/4aLNDNCa W te/Via. MOUNTING / THREADFORM TECHNOLDGY (n) ASB.DOM WALK teas K w w t�_sp.ovv Ircac *E. ipf U-1 cal 4ma+c.itl.3waY 41C t. ,A-_:owl tUAM PRM&M ILUM M.BLSM MMUE Ms M WK 00.nso.o_m WwYE ae.��,WIM ALL POINTS SOUD-SET 7 y 1.__._ �7'-�- 30140 fi0 75 90 120`t$1iTOS 30 40'EOi.78a 90,f,9KT€dt,sef5 33.7♦ObOt 15 fi0;120E 3631NSC.30¢d0#60 75t 9af1TOt180205 30 40 80 79f547 tdtl?tap.45 3040 T-BQ 175 901120-i6J-12e _ -` BLUt TAP u tz 1p 9 s a T a r a #4 Ela,)7a((,4 a I a!6 t s 7a E1x to(9 e;€s a_>a n.12 to B e @ a a 1z to a@ l a a tsa B a w 8 a e - B 7• s rAPPEte+ 3+-0 16 12 10 9 8 B 6 a 14 12.11019 to a,B- 6. 14 ET7 kto a16 fe(6�G tt-P{Tt-10t9 I B a (6 f8 16_ 1T 70 9' B @ @'�a B b� 8 S 8 0; ti B $� Ism 14I 12 16 9 e 8 l a S t4 1Y 1 4- tl b. 0_ , 14 F 12 410 B I B t B 8 j( tt 12 f 10 B B B 1 fi 3 14 12 70 T 8 4 I.4...�!_ 0 0-0 3 a -B 8 0 6•0:3 14 t 12 '70- 9 8-8 e. E� 4+L,17�P 1O t 0 b d 0 6 6 t4.#iw' S0 4 �0 f 0 6 °.0- 74 12 10 8 �6 8 1 6 14 12 10 B O b t b ,• 8-H(B�C� 14 i1210 9 BIa�B t _T4 F12 to (0 aIe #8 14`12 10 4 (018 f0 0 14 12 10 9 B 7 -i- 14 12 10 9 @_ 7 4"-0 14 112 10 0 B!•a 4 4 14111E I2-1.F0 .9 6 #E B 4 14. 12 10 Y a a -0,MB 14 i12.'y10 9 6 e 5S Ia iT 10 0 8 G 4 a B i B- a a 8}B e a 14 112�10 a a k 6 4.t1 t4!/?!FQ(8y 8 S B P_6�4{4 14 72 f0 9 9 E 0 #0 i 8 14 72(1tl 9 ti e `i= is I2 70 D 7 0 1.,8 a a B 6 0 a 8 65t 5 is 72 10 S t e 1 9 p"4 14 1 12 EO- D 1 9 ?4 I B `4 14.12, t0 i f'i'R b ,.6 8 14 112#10 fl B b -( t�j 12 10 i��D-�O l a a4 a a. 8 0 8 8 1 7'i6.6 14 L12 10 9 0 8 a.a it 1T it 9 a #a IOSJS 14 Pf2;1'4Q 8 B E 6 14 T2 10 9 7S - - - 14 f12 10 9T�b 3.53 {{ a _B 8 8 TS 5314 14 i2 f0 9 e.i B({3 I4 12 !0 D B #a 7 B 733 74 12 ip x a a 8 >a 4 i4 iT I10 9 a 7 - 14 t 1T 10 5'-D 14(12iB 9 @ =.a.3 lt2`Ptt 91 e•x e_PI.Sd _ 74 It"I to o a a e y.. r4 2 'io`' B B i_ 74 t2 Ip s a ry .a...s..a- B e 7 3�'a SPEC FICAT ONS 74 I12 110 i D #a ,9 1 4 - is 112 tto I A I fTa l X5 14 #a ip D 5 a i b t"a 1s i tTp E 9 t a =`iY€#2 14 'e`g a T9I B e l e s e:7s.s._€4 ON SHEt-173R 14 12 10 9 8 ESS 3 44 t2719 9 8 4,3 14'T2 to 9 B fi a la 74 2{BS 79 4 ._ - ib 12 9S 7.4 6S ^ 8 B a j7 85 45135 T4 13 16 9 4 SS - t4 !7 l0 D r C• 5 14�12 10 G B 8^ (4 11 to" 9 ;0~t,� - 14 12 t0 t ( _ B a 8 d� a' 8 B 7.a 14 12 ID 9 B 3 14 1 104 9 '$ - T4 i2 #0 9 B 0 SS 3.3 tl 12 10 9-,Lt4S -• 74 1Z t101 5 I7S 7 B tl 6 8 7SI 35 4 j• 14 12 B -5 - fl Y iu✓ 9 tl(a 4- 14 12 1 f0 e 0 S L e: 0 i 1.5 t4'iT 1 10 B i -!- - 14 12 I t0 19 0 4S 4i 0 B B�6 I B 4:1: 14 12 l0 9 6 4 3 14 i T 1 10 l 8 D S 6S l a 14 1 42 1 to t 0 a f 8 {6 - 44 3 1 Z 1 0 4.5 t- -I- 14 12 4 B 4.5 53 1- 8! 8 0 E'6A 1.5 4 3 - 14,12 10 0 8�1 14 tT tO�D 0 0531 /412'1019ax 12 IO O78 - 14 12 109y.ia 7+_G f4 12 10 9 437{-_� _ i4 1Y E73 7_ fl LS 7 t 4^1- 14 IL i 10 14 12( 14 12 70 9 i5 13.75t _ +._. + _ I t«._k- - j}{ t- tt 12 11 9 6 t U E- - 44#12�1Q 9 8�4 i a I it 112 410 810 &5' l I II - B 8 b E6�(-,7 -5- 41 14 12 10 9 5513 t4 L12 oLti 4a 4 S tajt8 t 4 B a t4 1117 1- 14111t7 5.675 6 8 7 5.5. 19 12 10 9 85 - � to 72145#9 a 6v 44�12[tars to a v•- 14 ii2 10 7 4. t4 12 TO_ 9�a-{3t B 8.-8#.B H 75{77.1 �# q x_.. { } --E-. [ .i - € ♦SEE UMRATEONS OF USE FORt 14 12 10 59 J�-- (- I j 1T 10,H B t %4 12 1U 8 &. as - 74 12-4S 3 14 i2 8.5{f 7 1 4 t 6 e fS 8 S 7 5 9 4 1 3 t --t F :t -+ (( 7.. _ .{..�- ...__. -1 = BCE lA GW SHEET 79 14 12 70 B S t - t4 iT tOt9la i4 ib F1240D kd to t - ti 7Z 9.5 i�i12 9S 7.BP4S7 a BP0 7516 a5 1- I 14 12 10 63 4S _ 14 11 10 9 7Z t i4 17 t01 0 1 6 t- 1 9S'4 t _ 13 I DS 85 S t 14 12 TO 85 4 -99 .1a1Y t101B T,5# - -� /4i 1Y 410 0 `8"µ P- f4 .2j 0j S12 l0 9 75,3 B 8. 8 B 8B b� B�3• 9,"-G• 14 12 8.8 4. .-t172 i0p.145 kY* 1019 giSE fd ili.5)4S - 1% 11575 b 018_,•-+•_�75 BE9 4 74 1 72.10 16 4 -1 - 11 rt 10:0 17 1-i^^-*- 14 1 t 2 10(9 1 9 t ('-'-€- 4`I S 12 1 9 - - - - - 14!1 T B 8.5 ,-1 t 0:a t a 6 3-.+S - - 14 112 P008 S 35 I 74111 10 x.4_�53 �, 4a-12 to 0 t- IS IAS 1' - 7$SS 85 « 0! a t S:sL4.5,13.5 0 14 1t2 SS1 #74. •._P14112110 6t3i t.' 14 t1yt 7LtE9�9�$j (^71 0253� .-- 14^fIOSi17 7.J B 9 Bt J9514 112 1D a5 15 -F- -^t f 1T f 0'"-9 2 9'=1- t 4-s f2.1.0;9 1jJ 5 7- �- '8 8 7S 5� - i t'_fl 1s112 7 f-t I 14 E12 10'•- 'ti"i2 t10 i-x E..-. Etta}1 9 1 tis i2 t0 5..-.�E & a U t 0 P 8 3 0S€7 :.1.E'- 12 i a t -i 1 14 t12 1a _-_ H. 70t 1 E sj93 =1 ` f -E "' P - _ y tT i6.51 t i f-Fi 14112 10 t- r- :d 12 10# 3 a 25 16 L S e@ 9 9 4 E3 ! - ! I 55Sp i - #' 14 'tO1-7- It E 9 0't 7g�5,5i 1 12 I SS 14 iT i0 .- t- - 1 li)12 i 7p E € B 5 7 t 7 -- t .3.7 E3a P 8 7!41412 i0 _- ul�-I 1 i j 12 tD{ !_*�_ _ 1 1 11 +1 I (� 1t 1T t0 P 6 8 8 E 0 a(8 f -3 1i� - 14 72 6,. i 1 4112 104 P- YI- tS 05 i ( 4 iS LYL4 -i C � 8 8 S5 c5 4Si14 1214 t0€ - _ ! tbi271 L77- .- i•..,_,«.--4 y. Y595fR e_ � --1 L ID �G04i�_tl ai09.,4519.5`:3' { E.�: y- J,�j BLADE '�� ,}#''fir! -4^y. (( BLADE U � 12 i2�t� i� - 74- 12 LL- r ZZ' - 1 31Z [-�'-' s i7 �" :4 iT - E. j 8 0 E L F,�!!-1 Q/�L/i`E�J�Lf WINDOW tft�c YBLADE �+ ,�tt T �- 14 12 a5ta.fj_� _ i T ease a .:W p .j, a s s, 4"1�.s." { YYH? 7lY T'fIl`ftlV Ot.,HVE 14 12 s #M7€ j: "-R i:.:a asl- ( t - - Be BaI%B _f jam_ ( -}h'-Q a i51:s"•= - t i4 " ` « dl1 t � , WORKING pVfpV IN 1NFJl ` !t{ ti ii '1 12 Di4 lz 51 to a 1 141 14 t- _ - f 1 rs ) T5 5 aka l - 80a i bae1a5 s.li.45abs.5 1t 374--54 4 Q 1 qq 14 144 # t t •^,�1 -__4#0.SE 4. ! I- _..__. - 44 - - ,._ #-•i-�3 3 t-P"_..»t +_ _ s` D.'�i^-{_. - �'_{-.<-' a x 7 431 �1•17��11�7�1tt�� ppp1 DD�C������{��tt /1++II��11D1tE�^ pp. rul1 3 r - .-7- I"LVIUlHt 0179WIIT3_4UU4 A6f: Hi9}i VEPOClL`f f1ItKICC17,f7@ Zone; 41jj11( Carr, G2G.'A`i4.TEC0.MC. 02020 EAS;CI;d�tUaAlL,SUPPPLY+WC. ��,� -• t^/"�s,'fig �asl� �1<i[I A- E :14 1511 t oC^ Accordion Shutter System No. E-- �r . K f."v,- N1 Wl as�v�n Hv. tat a�aDr 44t Ameifcan Shufiler SyOems TILLIT TESTM A ENGINEERING COMPANY 11N DME DAM"v V0 0%mw�381. a 54.303 M51MA I%1110MA Dalb: Association, Ina. oLD 11-IDIL 1,1WIE Ga T 2 o25 o S AtE v1W.4:cam t-t5:.a r:r:( )e7t-e531 4258'iVe irctlda PJriic r �"O Went Palm Beach, FL 33407 s CFwW7VG Na {(` ^•. ... �•"..`_. W!UE"A,1tL7.Tr Jr+?44 20=164 �4"Se�� L t<si£`.'.`��SEAi/S?GI�AtURE/ORfE FU*W U, 1 44167 c: SH E OF 20 *SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRF TES NEGAUVE PRESS A OR COMM BLOCK INS1411ATIM 'Tstr wMING5 E;.rq-gt.H ON SHEETS 6 a.7) 4 .. .. i.ANCHORS TO SZ.WTRA7E Stl1Atl.'0E As T•O1Lt'p`fi PTDURFD Ct7 fF,/CO}IpR7E LlFS%2C ..... ....._Pa1RFD CONCalIE (A) TO COSTING POURED CONCRETE' .1'c.3 kx) WALL SILL MGUNTING CE!L"1Nv MOUNTING O FLOGR�kt0UNT1NC - i/4'e TAPCON OR TAPCON WITH. ANCED THREADFORU TECHE40LOGY ANMOR.S,AS WNUFXTL e�Dr BY LT:H.etJ,m,(LLtn.Vc 3 k1l) SPAN '. Su+ U9 LEGEND -1/4's z}/4'fiL POINTS SC.f1-SET 1.4CKRS,AS DstRarim BY xt.}-Oran SCREM.COLT&sveatLtY CC4PANY,(kgm Va M 3 k*) _,.(T} Da"ALLNNE PRt39k'T ¢. C fi�V#tnECSL1t' sK:K'd210 DLQNi pFt.1. - r (Qej 1/4"9 BLUE TAB-CONCRLTE ANCMRS W/CAP AS MA*KIFACTURED BY-FLORIDA FASTENERS DIRECT,INC.(Min,Cc,- 2 kee',) t T '-[""'' ."-' '( - rAFNF<`OR7AAPM+ ANCHORS AS UANUFAGTURtED.BY DEWALT,INC.,AND DSiSTRIDOM BY ALL PO M, SCREW.BOLT&:SPECALTY.COI7R.V(Y OR Aqr :7 40 60(75 CHI t^0 180 2Q'S 3D 4Dc 8ts'.7S 90 40160.205�M 1 4D BO i:3D I12D 1w.2m '7AP+'OIV W1TN ADVAI;^ED - l tQ B E.f 0 i c S 3 11 I 1 i tl 8 14 r 12 t0 9 0 Flin'EACfCsYh1 TECU!tOLOCY OTHER APPROVED L.CFl<SM OR AUT} MZED VEHOOR REGISTERED WITH THE AMERICAN MUM S`TS EmS ASSCM)RON.WC.{. n•t e ) a { ME 3 k47 '-0 14!1z t0 D a 0;8(4, 4;12(Ttl l o 8 j s.1`B 8' t4: t2 10 a �e 3 e @ 6_ ".jll;PANT SCUo-SEr 1 NOTES: 04.+ ii 12 10 t B 8 !8@ E I4 12 t0 9 a 9'8 1 0 14 11 10 Pb B B 6 { f I (----} .. B:UE:TAP R'/CAP A•t)t1U.WM EMBEDUEhT INTO POUR50 CONCRETE OF TAPCON CA TAPCON WITH ADVANCED THREADFORH;ECi?r'CLOCI'ANCHORS d'SD TAPKR4 11 14 s 12 13B 18 B D +a 8 14 12 10 9 8 D s .0 ANa.�ID t5 7 3 4' A3A7 FOR BLUE TAP W/CAP ANCHOR$F$t 1/2' 14 12 Io P 8 '7 IR9f39 14 t2 EiQ' 9 8 8 1 6 ..8 14 12 ltl v h D tl 8 T PER4 - / ' - .. !! f ,._ •4._O 14. 12 to s e'_ 1 8; tar 8(i0 i a}e- b, E a t4 t2 to 9�8 8 1 B 55 Az)11MMIiU EMUEDMW OF 114.6 x 31e ALL POINTS 50U0-SET ANCHORS SWKt BE 7/8"NTO TIE POURED COISCRtE•I=EUEE13um 14 12 IO 4 B a 8 4 t'i� 2 ttl 9 tl 8 8 45 14 12110 9 8 @ 4,+53 { I INTO STUCCO SF{ALL BE PFRMTTm, 1l4"8-20 S.S.MA&{UtG SCREY!USED SFL+L BE 1 Ilz'iDNO MIhTUt1M SHOULD STUCCO oast,Aro 14 72" toy 6 e t 8 4 IS t4) 2=so 0 18 a .6 155 14 12 to 9 8 e t B 41 WRMLW FOR M=WITH Na STUCCO. }d' /2 16 B 73 1 J.5 ®. 5 14 f 12 10 9 8 7 'a5 d •SIX L'+rjjxTfS.`i Ot USE i9R E -• ( .- I '� fiA"= C(•34EET 79 14 12 to B e: 8 @ 8 T4 i 12 40'6,{..R ls, a 55 14�12 f0 4 8 c e 5 4.5 - A3)IN CASE TEIAT?RECAST STONE.PRECA'cT'=k;REIV-:AHUS.PAVERS OR A{7(t^Nc CM BE FOUND ON 114E£'XL TING WALL OR F13JM 12 itl 9 0 1Li-1-1 7 ,, 14 2 10 1..a€a s5: 5 3.5 34 22 10 a lib 5 3.D 3: = - .�.. ANCHORS`.dVc1.E BE LOfs`O ENOUGH TO REACH THE M*4 STRUCTURE BERND SAND WALL F=SfM ANCHORAGE&MALL BE AS 111TIT+CAIED ON t4(12(•t 0' 8•€8��j 7„. ✓'.,.:- 14{-12.'�Wi'0 _4F 8 45 14 112 10.2 2!8.;4..,s'7s NOTES M)&A2)AWM'�FOR INSTALViTANS ON WM,SIDING OR OFS WITH OP..WMVJT METAL STUDS CONSULT IRS EIUNUR.FOR 14 12 195 7.5 6.5 43 le t11 To 49 L D 73 S..S 4,. 14 12 ID y 1_n 8 45 35 IHS'I'ALLAMON INTO EIFS WITH METAL STUDS SEE SHEET 20. 4 T2.1 f0 0 e prate_. la ls7 ltQ(9 B�.S.n a 5 14 12 16 B £9 ds 5i43 to 112 1 t0 Its 7 is.44_ 3 14 12 8 E5t6S 4 1 3 �" (B) TO E7ttsTINC.CQNCRETE'BIRCH:(A."IM C-80) 14 F 12 no!4- e 6 p t i4 E i2 to a S a:'-St .75 14 t2 16 8$..9 5 s a I3 -.1/4"C TAPCON OR TAPCf1W YflTl1 ADVANCED T7it£P.DFORU TECHNOLOGY AA�H47RS.AS MANUFACTU3S 13Y I.T.W.8UMI:K 14'12'a i 8.5 5.5 J i4 t2 TO 0 D &5 46 3.5' 14 t2 10 0 3 - 1/4'0 x J/4'ALL POINTS SCUD-SET"ANCHORS,A5'DISTRIBUTED BY ALL POINTS SCREW.BOLT&SPECIALTY COMPANY. -"� 0 9 D 7 S. a t4 12 10 9 7,5 55(4 3 u 72 I ID t 8 .e 6 1a I I $§' - 1/4"/BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED SY FIAMA FASTENERS DIRECT,INC. t2 I�ID 8;6A 4 14 I s2 1 0 F{73 0 45 19 4 i&9 7 A 14.5 3s E - 1/4'A,TAPPER+MiCHtlRS.A4 AAYUfAOTORED BY Dfl ltd?. NC..ANO[I Tk DUIT D eY A11 PUNTS 57 EW.BOLT&SPECIALTY CWfPANY iS2 AiIY A -I - l OTHER APPROVED LICENSED OR AUTHORRED MOOR RZOMERED RDH THE,AMERICAN SHUTTER SIMEMS ASSOC.'ATION,It'- 14'12 t0 &5 7 4 t 14 of Sa.€J 751'% 14 12 9 7 7S1 1- tt 1 7 65 4 t §4 t t 9 5.34. t5, 12 9 f - 43 F NOTES: 1 f0 1 B T'0 0}( s !4 I t2" ia)e a T4 12 t0 8 1i5 t5�1 &t}MDhMUN E1iBFDMENS'.TIED CONCRETE EiU.CCiC OF TA?+GaN,BLUE TA.P if/CAP A4K3{ORS AWF TAPPER+ANCHORS IS i 1/4"N:0 7AROOCi 14 12�05 7 55 3 T"""" F4 t2 8 p@3 55(6'-3 2S 95 B 5a 3 I 1 I I._. E t ...., WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS 1S 1. It 1219.5175 8 _-1 14 F12 ii5 8 85{S.. 14 12 8 8 85 a - -' t3 95?45 5 £35 I 114 11 I'f0 8 6.5[3) 1 14 j 12 j 8 65)5 a 8.2)MNIUUU EMOEDUENT OF 1/4"6 x 3/4*ALL PORM,SOLM-Sr,ANCHORS SIML BE ENTIRELY EMBEDOFD INTO THE CONCRETE BLOCK,NO �•-T 14 12 110 9 Le to i t2 T�5-0 9 7.5€4S,.,_,� 14 t 12 1851 i USA i x {1 EMBfDWIT INTO:°TUC'r.-O 5}Ltll.BE.['FRMTTED• i/4'4-:D S•s.WD1diNC SC.YE4Y LIED 9§H.L BE 1 t/2'LONO MNIIFIUM SHDIkA STl1CCD 14;t'i.sI5A ', 3,5•, I 11.r.8�55 45 33�, {{{ alsT,NOD.t'MId um F•CR WALLS WTI,NO STUCCO. id 112 Bt83'6.5 t4 112185 7 a3Z4s 14:10SI7 .5r. Ot43 '7 \ t tLs SAE 4 - t4 12 P 7 {e#145 14,tt 7 G L�,B t��SST-�i � 8:3}INCASE THAT PRECA4T 5TOttE, PREd,51'CONCRETE.PAitE,.>,PAVERS DR ANY VEt+EF3i BE FO'UEU,GN THE IXiST1NC WA.L OR FLOOR:, 14 t2 I itl B i75 t4 2 I,FO p0 i&5 5 1- 14 12,48 1 @ 5 4 t AoXHORS SHAIL'8E LONG ENOUGH TO REACH SHE M,UN STRUCEURE t3EitlHa S0.9I NA.I.FIN�E'r5.AtiCIE_c1RAGE SWVL�AS tN0tCA1�7 OCI 1 t0 sl 7 5 yJ.s 3 ¢ OFF irnS t 4 io 7 51 5 4 f a<•. NOTES RI)&8.2)AZW_FOR IN5TAt1.TIONS ON N,NYL SONG OR ETF5 WITIR'OR�"1H0VT METAL Sibm CONSU.T THIS ENGINEM 74. 17 75'i5 t- I4 qTA 8'f 8 S 4 15 95(5 S t 4 t a FOR INSTALLATION INTO,E5F5 ri1TH bxETAt.STUDS 3'cE SHEET 2O_. '8.5 t5S 4 tS. fA 65 5 -4 S I g C AC ORS SHALL BE INSIALLED�fCI(1WIf C`'A1 OF sFE�'fiECMkAENIIOITINS AHD 13`•'.EUF}G13N}?�..00"f3c kNt,'¢iDR'S U0.FSLif¢C"e'IIREF,�:, t T•_O 14 12• TD t t .14E )9 r T_:.8_45= 3d t0d7 ssi+5 , _ . t2 9 6 4.9 14 (3 9 7 43�3A jj1} I 14.10 7 i.-..... 1 14 I: 7 I SS 45.� - ITS a.J 5L (0) SEE SOMETIME BELOW Pot EDGE MSTMM M )WRSUS SWAL'tNC F}F1.ATIWt tIP.FOR.ANCHORS: - 95 7 115 ( 1 14.tl.517.bi 6 •5 -!z 12 9 6 t4 1x'L B-65 5s - t, "1D1@A s,,_4 I' ;FOr DIs�hS!GAY.LBSll.,sP.<t41.- ttll.le>w &... 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'I1�C NCNE:E F�LFS`I1 LUOEYE;QYlTp3E'BOCx 10 75_ - - i_ I s 7:ya.5 JA 7....8 `SA s 3 :- I I 1,j'�J.L.(Ljtf �,{� L�,�y�{� CONCRETE III=` CYtAfrRTTt`DLOCK' RartCYciT"Tl:•TiI13LTi _^ 1.5 e I s.. F I 4.6. ! S tL:rl4&! I 1 3 ,-{!�[WINDOW','Ff V 7L MN.EA.J ..a F%t.EIL $i/:LQE£a.•?.1/2 lRd Em ITS` Mk E.Cf l 6➢N,ELL. 1/?MN.LS 2 t,12' q ). 1d(B.@B 9.ai:7 !dD 1 _3,. 10 ::; 6.9D 1.31 DT✓3 TO a84 _ } i s3 iL d6s a s a I MLAAE WOl�K��1G' <. TO 0."as 10a.Ed' = Y D71_ I 0.5t .. 7If �(/yp�L}� 't1�(t�10•t n(T}1�/ �y yr.R tUPMA BUIWG'N 4UIll.\ t1R�Rf�Pi A,81RGI(Lj mtjriican6',Zonc _ ,OH t1131i1 Ft-oil, C2L120 Ti,.TECO.B:C. - - .. 0<020 EASTERN METAN. t.PPLY INC ... ;�� { fill BERTHA t, ; _; .Accc�rdi~�n Shutt�':��ystem 0.:�4 6 "__. 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