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HomeMy WebLinkAboutProduct Approval , WT BCIS Hoee !nq In_ ;User Registration 'Hat Topics Submit Surcharge 1 Stats 8 Fads.- Pu6lfwhons Contau Us BCIS Site Map j Links Search ? Prodrict Approval USER Public User - -3 .,� -- �w -w tt''r,,bL Prnduct Aocitovai Many>.pradutt of App!,cztioh.beartti:-;Application List>Apphcetioo 6atail F 1022' FL-4- -Application Type` Revision ;IST, Lucie Count , IR2rinitting Code Verson 202D �'' Application Status,' 7gpprove 2' REVIEWED FOR Comments.:"ved:�� V®®E'C®YeTdPLIANCE .l�rchi `� i ST. LUCIE COUNTY Product•Manufacturer American Shutter Systems Association Address/QhoneJEmd�l 4268 Westrgads,prive h ��Ql� West•Palm each;;FL 33407 (561),209 8263' ' i y bfeele @easternmetal.com Authonied Signature `Bill Feeley r Irodriguez(c�easteinmeO com —TechnicalRepresentative II I • ,Address/Phone/Email;:' y K ' `Quality Assurance'Representative - `i4ddress�Fhone/�ma'il: Category Shutters t Subcategory`" Accordion'- Compliance Method Evaluation Report from'a Florida Regist red,Architeef or a Licensed Florida Professional Engineer Evaluation'Report-Hardcopy Receryed . W_ I Florida Engineer or Architect Name wf o developed the'•,Walter,A. Tilht;Jr. P E. , q Evaluation Report Florida License PE 44169 '- Quality Assurance Entity National:Accreditation and Manageinen Institute Quality Assurance Contract'Expiration Date.' .. 12/31/2022 l. Validated By' John.Henry Kenipmann Jr. (r Vaf1dabon checklist=Hardcgpy Recelved.l. Certificate of independence EL�$�B14 S�Q1 �4Iw8a6�fll.9QEl .odt i - -- Referenced Standard and Year(of Standard) Vear ASTM E-1886 2012 ASTM E-1996; -2012 A5TM E7330 ? 2002 TAS 201 202 203 1994 i E u q valence bf ProducE.Standards d.b"pr Certfieds8 Y -Secbons.from the Code �' i a?roduct Approval Method: Methoda pption,D' Date Submitted;. 10/%SJ2020 IJaEe Validated ".. 1110612020 j Hate Pending f'BC;Approval:= i1J06/2020° t5ate Approved" 12/i5J2020 ;Sumina of Products: FL# Model,Numt er:at Naive. Oesctipttan". 3$9 1 Bertha HV Accordion Shutter Blade Extrudes!alutnlnuin interlocking lilades"retained,by tracks(top 3 {(4an-F3VHZ)-Dtvug 2l)-165 and bottom),foE Storm protecbon' Lfmits:of Use: Insttillatitsn;InsttuctioiVs '� - °Approvedforuge in HVH2t No Fi3$9 R>0ITI'OkWiNG ASSA BLADE3.I(�df " Approyed for use outside HVHZ:.Yes Veri,fled By:Arnerican Test Lab ofSouth Florida;-Inc. Impact Resistant:Yes, Created by Iridependent 17tlyd Party.Yes Design Pressure,N/A E4aki6fion e0ai ts, .: ':Other'i Large Missile Level"b".Max span is,1"2'-3"for+#0 psf'., FL�� R10-N�AE:PE}2'ASBA•BLADE3:�,["_ pctsitwe-ASD l6iid.and`13'-0 for.3S:psf negative ASO load the', -Created by Independent Third'?arty,Yes: 'HV3;blade w/o MriddW blade,5 2"fcr 110 psf ASD load for :HV3 blade w/o window;blade and 8'-11°for:62 psf;T 1"fan SS psf>[iV3 bladew%tivindow blade'working.ln unison:Max span far f4VibWde Q..q windoiw blade for installations into;Metal Stud Walls is7V:for nu .ASD pressure rating of+?2;.72-and $4i for64 64 P.O.See sheet 5 for.ather spa dA ns anSO pressures .$$9 2 `Bertha HV Accordion Shutter Bladed EKtYti¢ed,ali'mnum lnterlocl��ng ilades retained by Eracks;(top. 0nl" (R on-HVHz Drw .2r 44,'y .} g i and 6ottom},'forstorm protectlon;- i Limi#s of Use a<nstalfat,on•Instructions 1}pProved for,use in tlyitz•:No E�� O Ib Qf;y�Na G A��A BWQEi Approved:for use outside HVHZp"Yos- Verified By rtcan Test Lab of South"Ftodda,,Inc. Impad'esistant Yes: rty,Ye`s DesigetPressure NIA Evatuation Reports. 1� Othert:large m'issile'level_ D. MaK Span is.16'0"'for 30 p s:f k,3$! R10I'•AE PER 4SSA 'BLADEl.odf negative`, load depending"on centerrhates and locoing rod . Created,,by In dependdKtThird Party Yes configuration fort.he HV1;blade 8'=U'for+.64, 72 p s f A S k3s Q di `load for HV blade, r Keystone mountings 7'0"psf''For metals stud mountings and$' 0'for 110 P:s IF for.HV1A working . dlawin s fors then 7, 11'and"20 respectivgly;of installation - g spansand pressuresa 3$4 3 Bertha HV Accordion Shutter Extruded alum nu►ri interlocking blades retained by,trac6(top.. COM60-QNon'HVHZ}"Drwg 20"163 1 and bottom)?:for storm pirotectioti." . f rmits of Use Instellatio >instructions 1I Approved'for,ffsexifni IiYHZ No-, Fl3$9 R1001I ORW-ASSA IBIADEi 2:`p Approved for.nse outside HVHZ Yes>.. Verified By i'American Test,lab of Souh Flarida,:Inc. ImpactReslstaht Yes Created by Independent`Third"Party:Yes Design`Pressuce,N/A Eyaluaiwn Reports �i father '.Large fnissile.Max 16 Q"span at.30 p s f ASO load $+ Ri(il g� PEf2 g$ A Bl ltbEi 2: =. :fn Blade 1 and $'0"for 8lade 2:See schedules an,sheet`12 Created by indepetident Third Party Yes 25 and!3$respectively i t;.ohtatt US.f26gI 61air Stone Road:'iallatt �ee.Ft 32359ne 1}Sq=AB7I824 ` -:7he s6te of F166da ix`an NVi:E4-othplayon,Coavrtoht Z4g7�642S fitaLe bf Fibr€da ,,i�P J'�Sfbtemont- !AeCtrs9ib11itY�StaLament i.FtoroyM StaE6meat Ender m6rida taw,entail addresseSare public rcicords.if you do pot want your a=mad address mleas'dd'in response to a public-eewrds N4.iest;,do not"Send eiettronic mail to ihls eatity.Afiitead,wntactthe office by phone or by tmditlonal mail,If you have:any questions,please wntact 85q 40A335.'Pursuanr to section 4s5275(i), -fkrtda stat`utas effective OctotSeal 20I2,lltanseos licensed under-".Elpter.455,Fs mrrsp`pro++lde tha.0epartmenkwith in eiiiad'addres3.WOW have.ova'rho e!iiaiir,� zprovldeii may bar useil.;for offitial.,communicaticn With,the hcensee:.Howeveremaif addressaS,are Public rewrd,it'you do¢ot rash to supply.a prxsanal address,,wlease- provide the Oapa[t(neht with !i,elriall addte5s which t:an:be made aV411abia to Lh:s ptibUc 7n;deUsrml`e"tf you argil a�l(cans@e udder Cha{}ter455 FS:;:plebsa"click-here:: - - "PtoductA,"ppraval AA�"cee-p�ts f. I ,. . 'I Ii GENERAL..NOTES: 1.BERTHA N,Y.ACCORDION SHUTTER SYSTEM;SF.OWH ON'W PRODUCT EVALUA7t0N OQCUDENT(P.F- HAS BEEN VERIFIED FOR COMPuANGE IN ACCORDANCE WITH THE 2020.(71h.TDm"OF THE FLORIDA BUILONG CODE.THIS ACCOMON.,SHUIIER.SYSTEM SHN,L..NOT B£.INSTALJ,ED AT H11,YN YELOCJTY HIRUtICANE,ZONES. ..." . ..: _ ... . DESINN WINO LaOS.SHALT..BE:DETERMINED AS PER SECTION i620 OF ME ABOVE L+IITMMM CODE,FOR.A aulc WIND SPEED REOMED BY THE JURMICTM WHERE SHUTTER WILL TABLE.OF�-CONTENTS" BE INSTALLED WIN"A D.TiECiKNWM FACTOR.Xd.0,88,,USING ASIDE 7-46 AND SHALL mar EXCEED.THE rAAX,1NUM(#SAD.)DLSION,PRESSURE.RATINGS INDICATED .ON 9IMS 11 THRU 1,%-19&20: .... ... . IN ORDER TO VERV TIE ABOVE.CGNDTICK ULTIMATE DESIGN WIND LOADS DMNINED PER.ASS 7-16 SHALL.BE FIRST REDUCED TO NASD.DESIGNWIND LOAM AREA T Ht/ BkADES C'�&�� BY M:ri.TIPLYONC THEM BY 0.6.iN"WIDER TO.COMPARE'THESE W/11Ax:(ASD)"DESIGN.PRESSURE.MTN=KN11CA1E6,ON.SHEETS 11.THRU 15.19&26. .. .. GENERAiL.NOTES SHEET t y IN ORDER TO VERIFY THAT:!AYPONUt€5 ANO:ANS210R5'OM_TNIS:PTX..AS TESTED.WERE ROT OVERSTRESSED,A:33 R IINCR;ASE.N ALLOWABLE STRESS FOR WIND LOADS WAS am USED IN.THEIR. SYSTEM COMPONENTS 1-20 .SHEET 2 ANALYSIS.HOWEVER,A Wf0 DURATION FACTOR CO-IM•WAS USED FOR VERIFICATION OF FASTENERS IN.WOOM S BERTHA SYSTEM CDMPONfh'TS 21-37 SHEET 3 K,V.�ACCOOMN SHUTTER Mu EM•5 ADEOUAGY FOR AND LARGE WS31LK IMPACT LOAD HAS.BEEN YFRIFRD IN ACCORDANCE WffH BECKON:1�Q.12 Of'711E ABOVE'MENTIONED CODE AS PER ATL 1�.PORTS`: _ TYPICAL SHUt.'TER ASSEMBLY 38-44 ..SHEET 4 TYPICAL WINDOW BLADE&WINDOW DETAIL -HV kA6E O'9oa14.ot-o8.-g6�ss.ot-os,�tao4.oa-0s:p121g,a1=os:jds17.02-D6:00609.01-10-AND 06210.01-11 AS PER.TAS-2D1.TAS-202 AND TAS-203 PRDTocGLs AND ASTM'E-IEWS AREA 2: HV BLADE(1)AND W'WINDOW SLADE 1�A1 AND E--1996 STANDARDS(M=X MEL D,-WIND ZONES 11 2&3)do.j122O,0T-10 AS FER TAS 201,203 A 203 PROTOCOLS LARGE MISSILE. - -(WHERE AEELICABLEY -H Y'WINDOW SLADE;0.10M5.01-03 AS PER AMU E-IBB6 AND E-1996(664SIL E LEVEL 1%VAND ZONES T,2.3)B=PROTECTION ONLY ANO S 072S.01-88 AS.PER TAS 202 PROTOCOL TYPICAL SHUTTER EIEYATWN&NOTES ON LOCKS SHEET 5 " 7.ITV BIAOE(1)AND HV WINDOW SLADE 0 ARE f7Nr,IINC"RED Ii1C TO:WO IN V1`450N WITH EACH DY14ER UNDER THE Cf3EERN.EFMt1A7dONS AND CONDITIONS OF VSE INDICATED ON SHEET INSTALLATION DETAILS A-F. CONCRETE/BLOCK SHEET 6 19' IN57ALLATON DETAILS G-M.CONCRETE/BLOCK SHEET 7- 3.BERTHA H:V.ACCORDION PINS(HV SCREWS),USED AT B(Am KNUCKLE AND FOR DIRECT MOUNT CONNECTION 70 TRACKS SHALL SE /14,2.75'AND 814a1.75'RESP[Ci1VELY,410-HT MINIMUM SERIFS CENTERM.YTE DETAILS HV SHEET 8 STAINLESS STEELPLICA SCREWS STE 135.0 ksi MERIC N 5HUTTrf AND f8M k"TENSILE STRENGTH. PINS SHALL BE COATED MTH BERTHA HV DACROSHIELD COA71NO SYS EM.AS MANUFACTURED BY APPROVED C��aATE ALTERHATING DETAILS HV SHEET 9 COATING APwJCATORS,REGISTERED NTTH.AMEFi7CAN SHUTTER'SYSTEMS ASSOCIATION.PINS WjS7.SEAR THE HV MARKM ON THEIR:HEAD. 4.ALL AWAINUM EXTRUSIONS'SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS MCATED ON SHEETS 2 AND 3,MNIMUM YIELD STRENGTH FOR,6063 TG&LOYY IS 30.0.ks1•AND 35:7 ksi FORT END CONNECTION DETAILS 1-6,CONCRETE/BLOCK SHEET 10 EDOS-75-ALLOY.ALL ALUMINUM MRIUStO,'S IN CONTACT WITH oIWMAAR MATERWtS SWU COMPLY WITH SECTION I11-6 OF THE 2015 ALUMINUM DES;GN_MANUAL MAXIMUM SPAN'TABLES SHEET 11 E - ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET'12 5.ALL 9ET41 OM IX S"IAIRDR `13UJ G40 Off 316 MI 24i1 OR.TSORROSiON fEESI.S'TAhT CCA?EtS GIEBOtd�SfEEt.AS PER DIN S$Oi8 WR}i.�50 kei MIN.Y(c"LD Et�jOT13.AHD 0U ka7 MIN.1cNSIlE 57REhIGTH. ANCHOR SCFIEI)UL£-CONCRETE&BLOCK'. SHEET 13 AND SHALL COMPLY W/FLAY.IOA.BLIHDINO CODE S£CItGN 24:13.3i4:. ANCHOR SCHEDULE-CONCRETE&BLOCK: SHEET 14 6.BOLTS TO SE ASTM A-207 GALVANIZED STEEL,OR AW 304 OR 316 SER',ES.STAINLESS STEEL wrnN"36 w MINIMUM YIELD STRENGTH. .ANCHOR SCHEDULE-WOOD SHEET 15 7.SEE 7H-c FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:Hit BLADE 0:12.13.14,15 AND 20 INSTALLATION DETAILS M-R.WOOD SHEET 16 HFI BLADE Q.&Q WOW NO,IN UNMm 12, 13&-SS INSTALLATION DETAILS S-X. WOOD SHEET 17 END CONNEC"T10N DETAILS 7-12 & X, WOOD SHEET 18 B.THIS aERM".ACCORDION SHLTTTER SYSTEM BEAR'A U5:PAIENT j6'779,582.COMPONEHS OF THIS APPROVAL'ARE COVERF,7T,,IN WHOLE OR IN PART BY U,S. PATENT j5'45W,179 ISSUED TO EASTERN METAL SUPPLY,ec. D.R SHILL m THE:RESP0115MtLiTf OF THE CLO4ITU+C1'OR iO VEfuT^C THE SOUTNON7SS OF;TH$'S7RL3G413RE W11ERF SS/(ATE•^,d:.?a I A'FTAESiED"'TT}lAFS[CRF.:PROPER ANCHORAGE;G01dTFAC'41}R TO SZALJI.AL'i.K• m SEA Ems_QI<t�Y COMPONEHT EDGES WHCH REMAIN.THRU F&MIETBEA^. IN CONTiNU'OUS CONTACT WITH MH ELIILDINGT3 FREVENi'.Mp ALL SMJT1£R fRAW��ftiRilS'0N.,' :. .., 10.EACH UNIT'MUST BEAR PFHMANENT LABEL IN A AVIDU PLACE WITH WARNING'NOTE.DURING PERIODS OF 1fUtIR�f i wMNINGS HOME:pwN1R'"TENANT;.OR OTHERS,MUST PROJIEkLY CIBSC AEI:1N AVO HO tlfii3t SHIEE7 rPf:A sn r�.EVAnDH' IB � cEtdr aTEs AND Et1CCfG@ OR LOCK ILL ry tea.HD LOcxs.' _ _ AREA V-an 3bplw 8 i41 Et1 f1 t NAY 11.SHU'TVt MANUFACTURER'S LABEL'SHALL RE L=TED ON A READILY MOLE LOCATION AT ACCORfliON SHUTTER"f0`ACCORDeNCE WT'H�SECTWN 1TG9<9.3�OF FlDPoOA'BUILOMIG'CtiDE CK1E tA9El:-SHLtLL`� INSiA11AT10N DErAtLS METAL`STLfD WALLS"; -,SHEET.20'. PLACED FOR EVERY OPENING;LABELING TO COMPLY WM SECWN 1709.9.2 or THE Fl.DRIOA iRURD'+NG CODE.: '. „'.... - .... 12.BERTHA H.Y,ACCOfiRON SHVTIER SYSTEN'S INSTALLATION SHALL COMPLY WMf 9PEO INpacA11T0 fAI=THAT$OWAWIAti PLUS AfNT l i0.A1ND:TO(d NGt#'SFF+UfAliDNS PROVIDED.FrT.Tiff'J11 .d3Y`71CN .... _.. PEfW IS APPLIED TO. - 13. (o)THIS P.E.D.PREPARED�'BY THIS ENGINEER IS,GENEIaC AND 1XOE3.Not PRQViDE RNFUPMATtO`k.FY3d R SITEwwalv PRpl"t a,WT FHB"S11'E CONDITIONS.DEVIATE FROAi,'t31E P.EA.. ..._ :... .- .. . (b)CONTRACTOR TO SE RESPONSIBLE FOR THE SELECTION,PURCHASE AND iNslmiat0t1.H,dIL.uDiNG LtFE'SA M 0,2HLS PROOUDT EMSED ON T!OS P.Eb.,PROVIDED HE/SHE DOES FC+T OfVV_)AATF PROW__ - -_- THE-COHOfiWhSDETATI;ED'WdTFaS DOCUNEttT'.-'C0.YSTRGCHON-SAFETY AT SiTE,IS 111E;C6E7?gA�¢jY}R`S"RESPDNSIEILI7' '- - _ - - - 7Hi$.D�fd4W�NG ykLL 0 SE-USED TO 68TAW PERMITS Ibf THE STATE OP ►9.ORtDA_ (o) Or- THIS F.E.D.Thu BE CGrm�o.lNvatiD-IF ALTERED 1�ANY EFfi1Na .. � ., . (d)SITE FOR;PRO ECTS S AILL OF THE PEA:Y A FLORIDA OF RECORD.ACTING xS.AOR AHC1-TiECI WHK3f 111Lt.6-=ME THE 6414EE t'OF RECORD,(E.O.R.)FOR THE PRO.tl',.AND LINO AH,L•Br•' ..DELEGATED I:NOINEER.ID TIT1r.F.r a.ENGIN R$FCr31.SUB$1#[,TO THIS LATTER THE 517E SPECIFVa RE ON SPECIFIC THE PRC R'US HE PREPARED 6Y A FEM O REGISTERED TING AER . ,. ... (e}OMRAL.P:1LD.SHALL BEAR THE DATE AAD OR"L S&L-AND SICNAT1uRE OF 714E(?RCpFSS"'ONAE.LTKBNLEli.OF REC0T2D`�IAY•PREFAFix'"'D 4a .- _- - _. _.... _ .._ ...- ." ���f �: ��.KfnIT_��foCtky'..�urflrntT12,to1•€�` i►'I## - - NC -- + m+ua 7kT COr s9?o"zq EA,t�RN METAL U�PLY Accordion Soh t1Systeni: w 0 rN T: kv a non<0 w/cR WA wv wear v No,441 ALSId3riccn,Shufler S a s +w. 7ELL#T TESTING AENGINEERING COMPANY .' RRT ,,;„aArn ticuttiva m� u * PS$b a>a:neA s1 Gfu �,NAr>a+sa wmrr+;.riars�tN 35fe '6�+GF010t1kIII W.i1 -tO7 ,12 osT�: Tj�2D20. STATE ` c• w cKu tTi k5 Fd<t(sDs}en-1531 h' Fl:Y,€sskiuslds Drava z - 1- y€NG Nu . '9'•. mon L noaocpAm West�a€m i?eacr. '11 37407 a. DRAty ti. wklta MUT'Jr REr:' ,..""'.'? 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'tiL:�oess OCK 60 ;-TV nLLDY A�tOzTENP QUAIFIED FOR,USE Wy HV BLADE 1�8[;1 ONK* aozs_.. @ � p ALAi1E 4E\" # OL!A E fFOR U ONLY,SE � 6063-T6 ALLOY'AND TEMPER NY Cb Q SSE W/HV BLADE 7 DFiC'Y.` >:.. .: 11"'"`1;75874 922•:i AMY ANDTEMPER' 6Q63 j : j r18 !ow ,:'.Y-c (sa ., O' ; of�, 06E t•� x ?. ,K_.r0 01 v . ... ii ^'. S_CREW , rFp_rl.E. 101 AFT.E. R w" 2 L ° PrvEiINC 1Jd"0-20 RtVNUT* K - ,_,,,,,.'..;�.:,,..,_� � i•�._.....,.�.�._..,:;.;. : :, QI � ? � � tsV4wudx+MTni(�a'r-ta'x#sM uRaE#utce twR.s :a�au 3 as#uw.>=anvRro€ �r-'F+-•''� ;'C+2�E.. � E?hSPMRr awn &Hgvw TP" CTz EQU4.a . - E C ALTEt2Mk1TIVE L4&K 2 LbCK:i, F09 "V LOCtC CENTERMATE QUALIFIED FOR USE W/ HV BLADE: 1 (YPlLY HV FEMALE "T LOCK CENTERi�tcT� � - 6063-T6 ALLOY AND TEMPER •. t QUtiL1YlED,fOR..5E Q 1AUF'ED FOR USE W/ HV GUaLiF=EO F€JR U5E'.lY/}+Y:LLi ADFC DN(.Y QUALIFIED FpP;tI,E W/ H.V BLADE PO�i Y W/NV 8LA[JE�e.ONLYti mL,QE Q 014m 6063-76:.ALLOY AF16 T t,#P£R .. G063 J6 ALLOY AND 7EMPE: ,tV4_ I 1 ( $ I 3 18 im " A ' '3i^-. ,< �'.Nb:CF:t�i7ERMA7E W1`•LtlC + G Rob' *w ALir�Et a x1sE W/Hv SLAM a A 4uau- Q Eox.:xrs� ou fA53::T8 Lf.O.'s#an^,sucER (Aia (z r �-: A( (E, I aR 4sCr i{v:SLADL > ar w t '#,�rr,.d;:ze AS-dt'.1t1�=yes '#, ', �,�i3g � _ 6063'Y6•ALC15Y G tEYJP�ER tp � � .. -- - ua p1 —� $ —aK t47tlRti t1� GrT.,h'7CA_'. I 3'� tip t~c�ck _t OtAl1rIEb FOR USE SrT%' HV'BLAOE ,. ,.. '`�' y ���s � KfiY1RRE FICIBEF..>=£OCKS'SER�'i 2333 1'IOCK�'t.T€,i,'"SK9+'. - .-=6C6S TS kLLDT ANCT;'1€MPFR ^:. .' ��j�� 'IG AxS+.t� ..: .� '..�•�.d=.:�..s1' .s;s�.d .:. _ GET.-HA Qifk F(t0 FOR,,USt i/HV ply m,)ik 5'INSir�Lillr,.�11�1tiILc o(;IaE�A 7/1 LE g BSCRE4Ys a Tf€lit @ t E 't , LLELS lot'RACMS FAR PROPER- blENi•. , AUSUrIm e0t3:.U5E W rN.BLARE. __ AUALIflE _P[ (JSE tV/ riV A AL1E .- �4�1 ){� `.� �MaF�_ i E( eacw y tiC!tCritf Zone. ---- -- .. .. ;�*\. •: f's.� Duo SVPas "� s` �1GEr `��` `"" t,2azc iITtEChici .w... Cotditt€:F% Pfn 44 67 . E r a G ` , I�; A n Shu system /�meaiican SkiuHer:Systeliri oR /or{c.vdt�€av 9LgoE Tt[W7.TEsfIHGc'ENCIN,EEFI3NC CD7A}ThttY '� STi0.TEr F syys rcx'.ya,u �ss,xs cuana0aar f#fu ia, bc1010nr'Cna , '„i 0L0 ST-7D-1 (in Rn /?Bolo pew +7)0. faux>tirs-ss3a tak a:0slyrr lair" �61i ,4etranda>t)rv�# i. Rd ©Ft{t : a-=mm1:.,WtnmOrsl ,h; W-J a 16, @Dach:.(1 3340.1 .y... - '?i�;�SS'/ON piwft► i16i7ran'.Pr a: 3 - �t3 64 �l�rlli#tllilf ESN ixLIMA i�f rsiat I 0T.SfAL/S(GN.IURE/GATE- ; e�"z"_. .�_._ �SHEETo SHUTTER ASSEMBLY SCHEDULE FOR _ ------, HV`C1 ,HV.•8 _ 4� 3 E '. I 12 TO1,N.tc CF. i • z: _ 25'.. 10 HV BLADE 1 —..— _ -_.. — A. ¢ Euc Nv 4V BLADE 1A �' `� 1 3� HV LONG RECESSED NYLON BUSHING f t _ i K \I ` x oa2nd I rat, ® HV SHORT RECESSED NYLON BUSHING N 1( HV NYLON HAT WASHER '_ #w iri?R:Q 1 .u S eva� art'; " a rp ,. _..... - 1' HV WHEEL CARRIAGE.AISI 302-303 SERIES m;870"x3/16" THICK.NYLON WHEEL, bF Al, F— 2 �g yfly ,I-v 0 y88 m P1SI 302.SERIES S.S. RIVETS '� .. � _ Y f.315,0 ® HV 1 3/4 ACCORDION PIN W/#8 HEAP * EXtR10R '" s > �t } p��cs ........ ...... .... Ltd C'}r 2cY:C"Y ®3 HV 2 3/4"ACCORDION PIN W/ #8 HEAD j ��`�' 3�: �� '/a t� � � e tI. : .ldf�' It t CLEM R ® POLYCARBONATE IMPACT RESISTANT.HV WINDOW TYPt�..Af--H�j�`;V Q(�#AJ BLADE, AND ' t __... w P01 T Yii AbV f !3t -TA IL .3 I rR ar i m�.rr I SE€NOy FOR;' ._ L!?)(NEtI[NTS} j i Cls _ . . ..._.. I_t._, _t:. --- - +W ` 80 Iro ai.aoEe ncu NANc3VdTtvr P i €2AD RRySy lt.' _s t EXTMOR BLADE KNUCKLE M l � 3 TOR i... rI �r1 1 QVIREMEWS AT, -ac �QTw r"� Ct aHFCT 1 (1) HV PIT' HALL ALWAYS BE USED AT ALL EX EMICIP.., �d,'�a ,aa.YTY "-. BOTTOM KNUCKLES or H`d Accon, SON SYSTEM wt IiV{D„9 �r �t� �Q Yn tRE3CSEkdx SCr1�Gk5 Ff7 HV (I)t BLADE. xi€xe' eaas�' ro St"Crt. rnwda�a sin. rvwerst±;�� mFa i setae ffY ss1Ni�jc:t�R AY xxtrcE'. 12) HV P!N MAY BE USED IN LIEU OF �AND OkY �T` E EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION. SYSTE W, lip QfADE S "3 � . BLADE WHEN CORRESPONDING TO INSTALL41ION .1� "z7Trad 1T$7.s31i1.�.i,�?x'"T3S X3�[ n T+o RY (3) HV PIN @ OR @ VII 1/2" O'D, 1/TG•'.Tli!CK SMALL BE USED FOR DIRECT MOUNT INSTALLATION PEPr oL, }�YEl •GA�Yi�GE' tL, LY IJyY sarsR«xm aztu nsii cf .x uu A�St�d6Qt1T, r#acx uc e:�w+c u;'nf:ta13 c.t ruuss .ai�.�. .. '. "_ - �:`u[5*s{�au•xrri;r�t'^�{.'.: +n+z:re.x �?�I ' t' ....... _ _ FLOftI(A"BllM 'cm CN Nto, OL�e ientss Zone, - \p�"`*•4�Y1 ,ecsrdir�nhu�te ;`System. IIF fIt 1� J!` FIYaA 3)E'�['W/,C1R�0 ttY vat rr L PJ A r Aftvsdmn Shuftr. at6rns R 7t!!t} tE5t1NG 'ENGIN>RING CpaPAP�f orsraanax tatc erwd P�soata#tbm Inc: r• mV 1 7-1, fj£ �^ ,• x3ks M.':t;.JSL bta:.Db NF«Mih CiRU415 1I:Fr1>j.:Y3!$i• . 'dI/f. Inca, #,u r�.t.��u. n (:ss,e�rt°.3s i2�i .�xe t,wsd�s°C7i4�3 a a r ;rA--o S2�lIE � �. x s '�'t k., i�lb rye_ t•rotrn Ba c ;,.{ 3 dO7. 64 s hf' �^jQV L ? tS`AL��iGf TUF?E/l1nT . 'RfAcn t, 4- SHE-, C41"'20 - I � � Y ,t .ram eoNtaraxu Q �- !1T T.. kF sH4'EIT:R:IPMM POR'C3aY SPAti ,'trYf t sPkN r9R 3FAN5 UP ff 1Ds �M1D Z€RSF: T16H, APtY rho' ar.O."' ei�:usEts'A5 AN Tfi Puts+r�LOCi4,AirA T ct N'. utt. . .. ..... "... r` .. C.EMTERUATE5 W/(^ 45-20 It 1f2"LbNG i'Y.A'Y'NFAS2.S5 G.5..Ci:rJtru riff[bale.zwt.."mak"mA' (a E�f,ELtA'flOPk J. f 1 2. - P - E"5 Up 70 Tk'tl Hy OR; 4{AY!3E L'SEO AS AN It1SIGL R;S'itJTSlQE,LOCit GGNICT}ON P LOCh.'r TO CE#TEPMATES t Of2: i SHAi.L B$AS 1 f [ E' LOCATit)ti :.rlRLL.1 'A9 INQ'CAT,m D#TYPSCAL..SHUTTER ELEVATION ifWiA f�tilQE},�T 6R t_tk±flF'fl AiANCiIRt$( QN' OT tTNa1 LOCKt'iG:ROES ACE NQ,-RECUIRED AT- ERRIEAN:'Fosmov;RUT':VAY 1 E USE.t2'tFDESIREO Tt(?IEA'r+ANCE SNUTI•EfS PER-�RM1i1K,YCE:LOCKIN.s R6D5't 0 Aot`Af.TERNATt',!E<GErtIGE" MAY ALSO BE USER AT ST INC POG," (NON ti4JFER?CAtfC F,0 T41j 4). .:'OHE W LOC1cA a + gK441 or k1SEQ'AT:CORNER,CENTERr�A}`ES 'i+E"'St^ 1- ;:._ .�;...• ' , f - ...,.. ANU-iNSTAl.LRT10 � # tiY'"LOCK "or 0,,SHALL BEMUSED AS"AN�fS,;B3E-D OCK,. i s i ! 1 ' ` A77k IiED TQ CQR ER c�zarrm+A" _ FCaT'T, rt ss. Us:Tvw,LQ AI;eats"c. . o I N c-xrc F AT TOP fi hOt7Wd SR;i BE USED1 LOCATION,OF LOCK S%i BE AS INDICATED.ON TYPiCAL SHMER ELEVATION. 11 L MUAi 5HUT7ER::nPAN SPtdCL.6E GET£.4MiNtD d5 GL^i'WiEOULES SHOWN�uN.SM'.ES'"12, :;,,aNE.ALTERNkM'KV''LOCK,2a MAY BE Usm I F`TiV ,Otk 4 or FOR SPAN N,D ,. R ti"TA:LF,TTO�AT ANY E).C.YAT,ON�,Alc'TTENTiATE'LGt tt MAv QS`c USEt'i A.i,i'aTOE;OR Oitra1DE,3,CY:f AI'tcC#{b' tr I �ba�D.._ or I/t'II-6As3J[':'5:S Ti,kwatnEW TD o'OR CENTERWTES si:ALL BE MACE WJ 1,T4'ta-2Qx? 4'ALUT.1.:` I t{ ! I ! ° q +k II ( 'A RIYN11r AS.SHMI OWSECTIONfIVE.' SIIEET,E.ONE LLpC7C SRAU'sE'L&Ed iq 1/2 or SNI)TTE.R,SPAN'O;,�TWr1_ x LOC't Ao 1/3,Or sgw-'m SPAN. 6 MANDATORY CONOiT 1i 3 P4.1R{tEYSitt NTNft'CNS'fdll AT16M5_' dr4E NV LCCK or 1&or�e S-LL BF, f s1�1 USED AT'T/^O('5fll/l�EF� S,"tfI'(FOf�jd1Y SFlF7 SrR 12'AE7t7YE CR ©ELUW t f'L Qr SFIUTTs:Pe;Sr',UJ F'0!><:5F'ANS UPy, ..�;.... f i.tTO W.AND IFIDA-INSTAUATIONS.AT'fi,W'ELEVATION tTV Lf3GIa,04 er.,$ar¢ :MAY 9E USE•-""'- �;, f OtItaIGE'LtSCY,.AT7ACfYEt}'YO��t.6r>�y;sY11t:6ET?21Crx.CF:fii'F'RR443E5 W%'(T} if4"-1a x I�/2"•TS3jtG'fLAfi,f4C30 5.5. SEE END E- - € ... t ... WS, LOCA?-0H OE LQGk SCdAI.L'e?F.AS It Ytd.T 6 9T 4 Ty'FiG�L.`�vw ES,EY6TK'N-'IlSE Qc'LG'1 NG I:OQS 5 1�J i . 1.atZtE"TiC'N i % ..: -�,. KJ OR TOP ANO BOT[43I LS•CL�ANFUs7'cLY kMHOATORY slits 1a _ EIr.4r r�l o a•.s T" '"NOTES Q� HV "T`" l;0 66.AHU �r�itTER�taTE�; OF dbmjF',T�,°: - w,...__......._..........._------------__.._._..__.__._.� _ . 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' c r u r sie Nor 4dt T ", ,_ . . _ � dt°oR�w��,v�N�y m yr * Tl It TESTING ENGINEtO NG COMPANY ffBP Sy tl a atxB n pw tx3c t a ur liacdnl &hu ms 3'f - sssw fiat.nc+� s1 sra:aDs hFm4„rreroe�ls ria :'i�oa AE9DCftl110ii1. Inc; 'y- LLD 1�7-1a7 �i�4f'bl DqC-= 7 2 020, o StATE .� mm..•(505}8711530 rD J73,S.I-lsat 9215 't'ta tmods- lhsM"rrsecc04�tecn V{dst,f c11m Nat:h, rE 33407 s' DQ "1 64 WbLiFR i tg14771;w:P.G { ,.- TNS;QNAI 1ttl��i��Sz1:Lt5j NliiLIRE/DATE $•fora kb: 441s7 a SHEEP'.. D. .12*-- E-20 it *SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CgI CRETE OR CONCRETE BLOCK SUBSTRATES .. (SEE.uvwfHGS E-0.6Ctt ON SHEETS a a 7) - 1.ANCHDRS TO SUDMATE.SHALL BE AS FOLLOWS:.. FULOW COMORESE(D)MCM&M POURM CONOME (Aj. TO Etl$Tltta POURED COTR7FETE:(W6.f'0.s Nsr) vwWAW QE WALL SILL MG()NANG CE!UNG MOUNTING Q t106R Rl3t3f�TINNr - 1/4'0 TAPCON OR TAPCON WRH ADVANCED THREADFORU TECHNOLOGY ANQNaM AS UANUFACILRED BY LT.W.BUILBEX.(U%.te.,a 3 k%) - - - ... 'lk6�tfflBS..S2�SM EMD, 1/4'0 x 3/4'ALL POINTS SOUR-SET AM>CAS,AS D:SfR#BU#ED STALL FONTS SCREW.BOLT&5PECWLTt COMPANr(M#0,fc-3 ke) D'.SIt,xi r✓fIN,NF P#d.5371Ft.ga71C'1,._., a YtFFS�lt'f,[Vitt16 DLeLH fUGCRE Ifni L 1/d^0 BlD£TAP CONCRETE ANCHORS W/GW As kANUFACTURID BY FLORIDA FASTEKVM DtI�T.RTC.(Ain.I...2 I.) .,..t. -�T-1 ..„1_ ._..._ .f.».- .--..x-..r -TAPCON OR .. 30 '40i 50 76 9D 1201601205 30.4p}80-�78 30 s 11'31u0r205 30. 40 80 7S�5D(t2O Fi5G42t75 - 1/4'0 TADPIRF ANCHORS.AS#dANUFACTUP£O.BY DEVMT,'=,,AND Dla"T(+1BUTtD BY ALL POJfM SCREW.OMT&SPECIALTY COMPANY NR ANY a 1z. TD e. 8 jHF�Y I,WI TETH CHNOLOGY ANCED OTHER APPROYM LICENSED OR AUTHORIZED VMOOR:REGISTERED WITH THE AMERICAN SHURFR SYSTEM$ASSDM.ROIL INC.(W%fe.3 W Oa r12 fa 0.� 8 0 L,6 d, rt C'Y2.}0'. A a & C .9 14- 72 to A'e @ @ rFpE,L.-P01F115,:$IEfU-SET NOTES: OP, t4 12 to B 8 8 s 6 6'' li T2 R6[9 8�3 B.�B 14 12 10 �w @ tN 41, S t jiL {_ ...._� t BLUE TAP W/CAP At)N7i14UM EILBEDVENT[NM POURED CONCRETE OF TAPCON CR TAPCaf WITH ADVANCED TNREADFORM TECHNOLOGY ANCHORS MID T0M4- - t4 UTi-O 9 a i b A 7, 14 11 't0 q R 1 @:. a 16 14 12 10 9 @ @ B" B - , tw 12 10. 0 fl 7 1'1s Jn t4 1a .10 9 la R 8. a 014 to q tt t H 6 A. TAPPERt - ANCHORS f5 7 3/4,,A1f0 FEB BLUE TAP W/CAF ANCHORS 6 T YJ2. 12 10 9 b 10' 4' 8 $ 8 S$ d D - - w AZ)MMMU1f t7ABEDMkNT OF 1/4"0•3/4'ALL PON'S.SOUO-SET ANCHORS SItA(L BE 7/6'INTO THE PO#1REO�CONCREM#O EMDF.DMENF 14 12 10 9 e a e r 4"_. fat 2 tD q a B @ 45: IdINTO STUCCO$HALL BE`PFRWTTID.t 4.0-20 SS.MACNITC SCREW.USED'SHALL BE 1 1/2-LONG 14#NDttJAT SNOULO STUCCO t'XiST,NND 9 ' a m n D5 tD s s a B as l4 tz. 10 a 75 55 3.3 a to r l0 d d D b 6 1a -12 to 1 t tANNltd#.3N.FOR WAfl.a WR4.h'4 at'UCCO. J+.O 16 12 16 9 e"�d9 f 8_ i1 12It1:j 9 3l�d; 6 6.5 tit2 10(C.i @)B S. _4.5 ® r•'a'.Na$ 1$� A;3)IN CASE iT4?T?REC4ST STONE,PRECAST CCAL^REiEPA}NES.S„PAV£R.�i Ofi.ANY VENES'!4 B-'FOUND ON 1ttE P95TihL'.16'AlL OR FLOOR, Ta 12..!to- 9 8 X p 4 - /4�.10•F 9" a I S 3S 14 12 IO#8)6.8 8 NJ,DI 3 -- AN'CHORLS$FRAIL 9E LONG ODUOI{TO REACH TF{£YARN STRUCTURE BEFdltb 5A€O WALL FtN."sftFS:ANtA4OtApOE SMALL BE AS INDICATED ON ..._..._,,,,._. j i , i4 12T 10 a s r7ST4::e : 14 15.#-10t'a 6 '4S a 12 NOTES A.1)&ii2)ABOVE.FOR INSTALLATIONS ON VNn,SONG OR IFIF3 WITH OR 1 nHOUT METAL STUDS CONSULT IRS E`t,7NE£,'a.MR to 12 9s 7s BS t4S� Ta l2 I.10.j9 a 17-1 .S 4' 14 t2 tD 9 n e 143 13 INSTALIAT#ON INTO EIFS WITH MMAL STUDS SEE SHEET 20, �.'. D t4 N12' 10- 0 B B111.11 8'( 14112 tq q B(((((B d 5 11 12 g10 4 e tl dS• %1A,5 14 i i- 10 9....75.6.81 3 .y id 112 r 0 7 f3b'I 4. 3 14 12 tt 8 Bt. as s € "!t (B) TO Fk15TaMG COtK:HET:"BLOCK:(ASTM C-00) - 112 10 9 e c - t4 /2 Fri a S ED.s gi 75 i4..12 t 10 e 5 3 B 0 t 4 ( .-1/4.0 TAPCON OR TAPCOH M AOMANCED THRZADFORM TECHNOLOGY AMMORS,AS MANUFACT10M BY I.T.W.BUEOI7i. ' 16 112 L B 8S 5S } 1a iFZ #O((4 8 $:r 48 JS 14 72 70 8 4 7 9 IJ 3 - i/4'0 x 3/4'ALL PCNNTS S{7l}D-vSET UiCHORS,JlS O$IRStlTEO BY ALL!WAITS SCREWS BOLT G$pEC7A!.TY CGMPANNY, 7' 0; tt iz 10�9 a 6 r g W. t I10`0 #a 7 5 4 i4 72 to a)3.5 55 6 i�- - 1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS Mg ACTURFO BY F1A45M'FAS1RNERS#NREC`i.INC. id 7Y l0 0 eb 4 N Ia t2 f O'i7S @ 14.5'3S. 74 7¢5 7 Y,5 gaS S.B 1- - 1/4'0 TAPPER+AMHURS AS M•t'FUFACTURED BY DEWALT,INC.,AND DISIB#BUTED Of All POINIS SCREW,BOLT&SPECIALTY CCUPANIY O7 ANY U"i 12to(tL5 7 4 t r a 121 t96 7 5 4 14 12 a 7N71 1 ` E - OTHER APPROVED LR" NSED OR AUTHORIZED VENDOR REGISTERED Wiiti THEMNERtCAH SHUFTER SMEM AS5(CIAIM,INC. 14 1,11 i 7 56 4 14 12 30.N& S 14. NOTES: 74 6t2 L10 .D '6 6.S# �14 t7 D 6 S 6 d 14 12 t0 q tB.h 14d d' 0 # T } Em)mwuuk1 FMBMMFNi elm CON KIE EO..(*OF IA�s.uN,BLUE'TAP WI.,W ANCk t1RS AND YAPPER+ANkY"-NUFKS IS 1 t/4"M1N#1 IA UN Ia 12 65 7 SS 3 14 t2{H(85 5S7 i`.;S fig 95 6 6 4 3 +` ;___.r 1 WITH ADVANCED TFd.EADFORM TE]CMOLOGY ANCHORS-IS 1% +a+la las'tis 6" € u 1. F b asI s = ii I1z 'a" 6 3 9.5. 16.5 5 JAI )a 12 '1D $ S.aS!5 14 12 8 65 i 5 `.4_....a..1_.1_.. .{ .. j - ( _ _ :}, -- 8.2)M„WMUM EMBEDLiEttf OF 1/4'0 x 3/ �GGINiS SOLID-SET AtNC1FORS SHALL!3E ENTIRELY EMBEDDED INTO THE CONCRETE d.00K.NO (10!-9 8 k is tt2 t0 9 7,S 11,5-- �t f4 t2 85 7 S3(4 t. FJ EDA14r INTO STUCCO MtAll BE OTED. 1/4'o-20 S-S MhOKNE SCREE!USED SK%L BE 1 1/2"LOIM ANIMUM SHOULD STUCCO 14 11.S 7.5 a 4 f sa t if- ab D l5r 11 8 SS 4S JS t. Z. _._.._ i a s ! 7 EwsT,AND r MaawuM rOvt Wrus WITH Nb STUCCO. 14 12 9 (6S 45 rt(t2 8Sa 7 6514 : 'µ'10S 7 t S O 45 4 ttgt e.5j5.51. 4.8._.: 14 tt 7 I,S.Yb.b 55 -. B:3)IN CASE TPAT PRECAST STONE.PRECAST CONCRETE PANELS.PAVERS OR ANY VO4EM B:FOUND ON THE EXISTING WALL 6R FLOCK. TO 0 _14 '12 110 D 7S is 112 i to "IN g$5('s 14 112 8 8' S 4 ANCHORS SHALT.BE LONG ENCWH TO REACH THE MAIN STRUCTURE BEWND SND WA#.L.FINLSHFS:ANLaNOPAGE SHALL.BE AS R44CA'IED ON 14 Io.5 7 s J5: 3 sdS€t.5- 3tt a s.3. € l0 75 s 4- 3 .>. - NOTES EL g:B.2)ABOVC FoR INStALMIONS ON VINYL SITING OR EIFS WITH OR WITHOUT WTAL STUDS WNSULT THIS ENMNEER. 74 itTS sSS "-m fa SI,g#9 b t S C 4 I 2.5195 6 1 5 s 1 41.j FOR#NSTA:IATFON INTO EIFS WITH METAL STUDS SEE SHEET 2O. t05 8 g 5 - tt 2 1 8 i 6S 5.5 4 I3 1D}ES€5 1 4 N 3[ - 11 0 It 12 lO�t14y-,F=D 7 B 45 , 1 jP} ..Ai(CHORS$HALL BE Il5tALEED tD2..#'BtfE.ALL Of TIff R£COJ7tNFT JA,T{:1#NS Old!,SPEG"'�CkT#Oi35(OF 7HE'AtF±�dOR'S ENAt7U(:t.Ca?.iF�E�';.. 9 b 0.s r-4 ,3 _-„ ?_, T g43 ;, .. 14 to 7 - -" td`-1D6:7 Sb sSS - - i1366r5.5 fs,a'$5„51, •-: (D). •^�I:'E SCHEDULE BELOW I&;Ebo D,Ur'Tr'+4:(t6:)"VEImis"SMUV RE3ATIONSHIP' #d-"ANCHORS: OB7 4b }. 74 h.S'751e :_5 -t 12 9 R44 4 r .. 12 0 .74 12.1 to L f1;12 .B i&5 SS v."�wg6D. 1585,46# ( !tl8.55'4 35 a-.6 es:'}1 : a -; -. w ....}.__.. ...„.............. ti--- �A1%:MUM ANCHOR SPACINGS ARE 44L'DFDR,EBCt D*Si'AAtES ihCdCATFD BEI.D1}' FLN E.0:LL."4'c'1NAN T;ar Ir11UCFiFD.P.D13CE A«1CflON Sf!AGNNG' 33-9.5 @ -} r :"TJ-E 3;5 8.5 5 6 I- 3 1 U.@-8 T91 / ::` :- SY,..UULTIPLYMC SPACING Slr CR 9CkUtrLE 6Y JhE't31110Y Fh"r�fA.'°SDKS - 9 6.51 r. ti tIC.51 7 Z.4b F if &5 15-5 945 5 ••REDUCEO SPACING OBTAir.'EO OStRG FALKA.STALL SQT BE,G£35 THAT SCtA6FJ4t'SPAC4K.'�PrCoEC fOR.val ANDfLR 4YFE. 13'-0' 74 12 E : ( to 1 S 75 6 S ! 1Z q 1i..6 }iS;y4 -- ` .E• .. - ':F1SCTtFR ' to I7.5•":s 4 J ¢¢ ') 7s_ss!4 h j-•'-- s '-" - Tt#AL '71t'L#;tSYRFi A6YANCD CAPPER:`t 25 eST'""' .'="'1 12 A r"e'".4,3 4 t.,•: 1-64 7 5 4 r� ,; r:. . : EDOE TAPCON 8G'' ALL 0tPtJf S11LID"F,ET ELVE'TdP'9//T.AP .. @ 6 1s(alias a I ! 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POURED,CONC BLOCK ANCHORS .I FEND.. �,,AlX WFA:,b t 3 BF7.C11 sRA#1C.tJAR17 YOi}!7}idp7 ©WALL/F100R AgUNiiNO ©WAtl/WALK EVER YCUNitNO - ...-.. a MMN VVM 00M�d9+2 f>* >43t l TAPCON DR «) 7 I-i RQt 5A.O�Fit'N6'a1NE Fl Fn1EtG rt�A66tThE PnF tE RUN leaf 1- TAPCON WITH ADVANCED . 30!4P#,A01:7S'.DA 1,'0)to 2Ri 4g gyp':.60r7ti y¢t,20 iW 205:30 40. 6D-E 75 n0 f20 160 205 30 40•tW'75 e0 120i160'200• THREADFORM TECHNOLOGY ' t i,- aw 12 t2 ✓2[t2 12, 3 t _. 7 as a S• s 9: - QfNTS SOLD 14 1Zyt0 B S' t� d�t6 }g ly£;Mk212' i,3 ;¢ / .7 7 7' 7 7 .'7 7 7 �e 5 3 a- ba ALL P 1 ',SET L65 U_ /2 tQ Q $ ($':•E 12 17t •12 12 (LDS-"B 8 as' 7 7 J.7_..T 7 7 1 7 es "s a s s 3 s a 5: BLUE TAP. -.. 14: 12.1a 6 N H :b. a 1.7"- a?2 r2 7T. o 73 "9.. T. T i...i 7'.7 Z 17. 'S.'s"s 6 TAPPER+'_... 14 tx it0. D••8 8 $ t'8 1 IT. 12 12 t.S, aS 8uT 5 7 7 7 17 7 7 14 12 kA 5_ B a rt a'. 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