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Home My WebLink AboutProduct Approval acts Home ! Log in .User Registration Hot Topics submit Slrcliarge 1 stats a,Facts t Publications j: Contact Us 1. acts Site Map ?. Links Search Fed' d L*0% pProduct Approval USER:.Public User r Pr6t111ct AoaroVal Menu>Product ot-Apol:catlun Search>Application List>Application Detail - _ FL L 1-389R10 , g Application Type_ Revision Code-Version 2020 Application.Status Approve - 'Comments Archived Product Manufacturer. American Shutter Systems Association,inc. Address/Phone/Email; 4268 Westroads Drive West Palm.Beach,'FL 3340.7 (561)209-8263 bfeeley@ea sternm eta 1.com 'Authorized Signature' Bill`-Feeley,' Irodriguez@easternmetal:com 2-Zo3-C) Technical Representative Address/Phone/Email. REVIEWEDIv �/� e FOR Quality Assurance Representative CODE COMPLIANCE ;Address/Phone/Email' ST. LUCIE COUNTY i Category Shutters B®CC Subcategory or Accordion GomPliance Method Evaluation Report,from a Florida Registered Architect,or a Licensed Florida i� Professional.Engineer Evaluation Report Hardcopy:Received Florida-Engineer or Architect Name who developed the:Walter A..Tillit,.Jc P.E. Evaluation Report:, Florida License PE-44167 Quality Assurance Entity National Accreditation and,Management`,institute Quality.Assurance.Contract Expiration Date 12/31/2022 'Validated By John Henry Kampmann Jr. Validation=Checklist, Hardcopy,Received. Certificate of Independence E �4.$14_S�4L SQI_.ASSA:�l.ARE� `as;f j 2.Izif . Referenced 5tandard.and Year(of Standard) ed Year ASTM E-1886 2012 ASTM E-.1996- 2012 ASTM E-330 2002 TAS 201,202,203' 1994 Equivalence,of Product Standards I ®tom Certified By Sections from'the Code Pfodtict'Approval Method Method 1 Dption D Date Submitted, 10/15/2020 Date Vaildated 11/46%2020 Date Pending FBC Approval 11/06/2020. . / . Date;Approved' 12/15/2020:. Sun mar of Protlucts:_ FL# ' Model,Number of Name, ?Description: Bertha HV:Accordion Shutter;Blade 1 Extruded aluminumInterlo'cking blades re.tained.by tracks,`(top E 9 (Non HVHZ) Drwg 20 165 - and bottom)for storm protection ± _. r.__- limits of Ilse ,Installation Instructions Approved for use in HVHZ. Nis' i FL389 •R1Q 11 DRWING ASSA BLADE10d Approved for use outside HVHZ,'Yes I Verified•By:.American<Test Lab of South,Florida Inc. Impact Resistant:Yes t ;Created•by-lndependent Tiiird Party:Yes Desigwpressure:N/A. i Evaluation Reports QtWer::Large Missile Level 'D:'',Idax span is'12'-3"for 0:psf { Fi'Rio AE PER ASSA B_.L,AbE.Rd positive ASD load and 13'-0"for.35 psf.negative ASD load the Created by;Independent Third Party:,Yes- 1 .HV3 blade w/6 window blade,5'2'"far 110 psf ASD load"for. ` HV3 blade w/o window blade and 8' 1"for 62 psf,9'-11 for S5 psf;HV3 blade w/window blade working in unisoh;Nax.span; j •.for HV3 blade w/o,window blade for installations into Metal 5tud•walis is.79"for maz.:ASD pressure rating of 472r 72,and i 84 'fora.+64 64 psf,'See'sheet 5 for other spans and,A$D 1 t pressures. 389 2 Bertha HV,Accordion Shutter-Blade,.i Extruded aluminum interlocking.`blades retalned.by tracks,(fop Only {Non-HVHZ)-Drwg 2b 164" land bottom)_for storm protection _ i i.imits of Use: .____�........�_—_�'Installatton.Tnstructions ,Approved for use in`tiVHZ.No F4�Sp RIQ II DRLRishJG: S, A.8L4pE1: I ;Approved for use outside HVI&Yes. Verified By:American Test Lab.of South Florida,Inc. I►npact Reststatit Yes. i Created by;Independent Third Party Yes. 1 DesignrPressure N/A Evaluation Reports i Other Large mts"site level` D Max:Span is'16 0 for 30 p s.f l FL389 RSO AE PER ASSA BLADEI negative.;ASD(oad depending on centermates and locking rod ` i Created'by;Independerit Third Party:Yes configuration for the HVi.blade,8'-0 for+64 72 p s.f A 5 D; l oad for HV blade for Keystone mountings 7'=0 p s.f.for metals it stud mountings and a,-0"for 116'p.s.f.for HV1R working in unison '5ee'.she'ets 7;11 and 20 respectively,of installation I, i drawings for other spans and pressures .389 3 Bertha HV Accordion Shutter i Extruded aluminum interlocking~blades retained by tracks.(top .4 COMBQ ,(Non-HVHZ) Dtwg 20 163: and bottom)for storm'protection. I �. Limits af Use ": Installation>Instraetons v Approved for,use.in HVHZ:No l FL389 R10 TI DRW ASSA BLAOEi ;Approved for,use outside HVHZt Yes Verified By.American,Test Lab of.South F1' da,:Inc., Impaht Resistant re Yes Cated by Independent Third Party Yes Design Pressure N/A Evaluation Reports t)ther:Large missile Max 16-0"span at 30 p.s.f ASD load ; F�389 R10 AE PER AttA BLADEI 2 Rdf' 1 for Blade l and.18 0 far Blade 2.See'schedules on.sheet 12, t Created by dnde endent,Third Party Yes 25 and 28 respectively kohiaet Us:,i 2601 DUW Stano Road.'7616hassoe FC 2399 Phone aso-467-1824- jfie state of florid3 is an ANEW smPlCyer..Cop•ripfit 2G07<0 3�state of FlaHda:is Prrvaw staternent r Accassitiility Statemant:i ttefund$taEameht Untler Flc(ida lulu,eiitaii addrasses ale public�t.otds.ir.you do not vianf your a=ntad addrass released in response Ko a public-teCards 7erju4st do not send elet ti$nic 4naii io il4k entity Instead;.contact the office by;phone or by traditional marl,it youhave-any yuestians,please contart 850.•497.1395."Pursuant t&Sectivn 455:275(1), q,Ida statutes,effective bctober 1;Z0I2y licensees licensed under'Cliapter,155,l:S..mast p"ruvide.the oepa tmetiCwith'an email address it they hate tiye:7iie ernfi is rii6owl ed mey be used:for official communication with the ricensee:Howaver email addresses are public rewrd,,i(you,do fiat rilsh to suPpiy a personal address;pleasti -':provide the Department with an ernaii'address which can be made avaliable'to th-i_pubiic."i'a'detarmina,if you ar4a_licenses under Chapw 455;'F.S;,please clicWhare _ Product kpprcvarAc,, PH HEW ::'Sal e.. , GENERAL NOTES•. L'.13ERM H,V.ACM DfON S90TTER SYSTEM SI-OWN ON TICS PRODUCT EVALUATION DOCUM13NT (P.-D.)W4 DEE11 VERIFIED'FOR:DOitPLiANLE IN ACCORDANCE WITH rE 20M(TILL,ED=N)OF'THE FLORIDA. .. . . BUILOWO CODE:THIS ACCORDION.SHUTTER:SYSTEM,SHALL,NOT BE INSTALLED AT HIGH VELOCRY'HURRICANE ZONES. r� rTENT WIND LOADS.§H1 BE:oEIERf4NED.As PER SECTION iiw oF`THE ABOVE HENTICNED CODE,FMA-EA=WIND SPEED'R.EOUMED BY THE JURISDICTION Wrrt=%SHUrTER.WILL TA G7�G.. OF...CON I.EIV 1 S; BE INSTALLED WITH A:D;RECWtAUTY FACTOR:-Kd-OA%USM ASC£7=t6 JND%mL NOT OLCEED THE mamuM.(a lD)DESIGN PRESSURE RATINGS INOICAfED... ON 94EEM 11.T1MU:15t 19&20, .. IN"ORDER";O Y£REfl TNC ABODE rOND1nDN:UL71fAA1E-DESK.Tf WUt➢LLIADS OEFERAONED_'PER ASCE,7-16 SHALL BE.FlRST;REDUCED TO.iA.S.D:DESIGN WRtD LOADS.. Al2FA.1= HV'Bl:ADES AC'� BY AYJLTiPLY'1t61 TtTEL1 BY OX N ORDEER TO,COWWARE THM W/MAK:(A,S.D)' M.PRESSURE.:RATINGS,11409XTETI.ON`SNEETB I I THRUMS, 1s.&20, GENERAL NOTES SHEET,1 IN ORDER TO VFRIFif THAT COMPONENTS AND'AHCHORS:ON TH$"P.EA.,AS TESTED.WERE NOT OVER.STRESSED.A,=tR VJCRE: !N ALLOWABLE SIRES$. FOR WIND LOADS WAS USED USED,IN:THEIR .SYSTEM COMPONENTS 1.-20 .SHEET 2 ANALYSLS:_HOWEVER,A WIND DURATION FACT0:2 CD-1.60 WAS USED FOR VERIFICATION OF.FASTENERS IN WOOD.. ". BERM HV.ACCORDION SHUTTER SYSTEU ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERRFIED IN ACCORDANCE.WITH SECTION IM1.2 OF THE:ABOVE MENTIONED CODE!S,PER. .SYSTEM COMPONENTS 21-37' SHEET 3 ATL REPORTS; - TYPICAL SHUTTER ASSEMBLY M-44 SHEEP'4 .TYPICAL.WINDOW.BLADE&WINDOW DETAIL. -HV MADE tJdil1.01-03.60718,61-03.+1004.01-0$,:01214,61-05,#0317.01-05,JOG09.01-10 AND 10210.01-11 AS PER TAS-201.TAS=202 AND TAS-203-PROTOCOLS AND ASTM:E--I986, AREA 2t W B1 etic AND HW WINDOW BLADE AIF�I AND E-1996 STANDARDS(.SFiSSRt-LEVEL D.WIND ZONES 1;.2&3)S:f1220,01-10 AS?ER-TAS 201,203&203 PROTOCOLS BARGE MISSILE :.`(WHERE APPLICABLE) -HV'NIN001 TRADE 0.10505.011-08 AS Pm Agm F.:i8B6 AND E-1896(ISSUU LEVEL Oi YAND ZONES 1,7.3)BASIC PROTECUON ONLY A14D$0725.01-86.AS PER-TIS.202 PROTOCOL TYPICAL SHWTER EL.NATM &NOTES ON.LOCKS SHEET 5 INSTALLATION DETAILS A-F..CONCRETE/BLOCK SHEET 6 2.1N MADE(,ji'AND HV WINDOW BLADE--9 ARE t010,TaE£RED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF Inc INTRCATED ON SHEET 19 INSTALLATION MVLS G-M,,CONCRETE/BLOCK SHEET 7 3. BERTHA H.V,ACCOF✓DIM PINS W SCREWS),USED AT MADES KNUCKLt AND FDA DIRECT UOUNT CONNL'CTION TO TPACKS SkWl B£/14X2.75'AND'JI4X1.75'RESPECTIVELY,410-HT MINIMUM SERIES CENTERM.ATE CETAILS HV SHEET 8 STAINLESS STEEP SCREWS''AnH 13&0 ka1 YIELD.STRENGTH AND 190 W TENSILE STRENGTH.PINS SHALL BE COATED WTTH BERTHA HV DACROSHIELD COATING SYSTETA AS MANUFACTURED BY APPROVED CENTERMATE ALTERNATING DETAILS HV SHEET 9 COATING APPUCATOIM RE.DSTERED WITH ANEFXM SHUTTER.SYSTE14 AS-.aCC41M PINS MUST BEAR THE HV MARKING ON THEIR HEAD. 4-ALL ALU14HUM EXTRUSIONS'SHALL BE ALUM;NUM ASSOOAIICW ALLOY AtO TELFER AS INDICATED ON`-+BEETS.2 AW 3,MINIMUM YIELD STRENGTHFOR;606:-76 ALLOY IS 30.0.ks1 AHD 35.7 kai FOR ENO COHNECTfON,DEFAtL.S 1-6, CONCRETE/BLOCK SHEET 10 6005-T5 ALLOY.ALL ALIIMM M EXTRUSIONS N W4.TACT WITH OtMWLAR MATEFIn St COMPLY WITH SECTION RE-6 OF THE 2015 ALUMINUM DES4N.UMUW... NGWMUM SPAN TABLES SHEET II . - .. - ANCHOR:,SCHMUL£-CONCRETE&BLOCK SHEET 12 S.'ALL StREW13 IQ Uk SIXNLES�SitkL ION ON ITN Am.SERIES OR CORROSION RUISTANY COATED CARBA4 ETF 7T,At PM ON, SaM6 WITH.50 WI M9N.Y1En.nTR,'EHQTII AHD 90 ko1 MIN.TENSILE STRENGTH. ANCHOR SCHEDULE-'CONCRETE&BLOCK SHEET 13 AND SHALL COMPLY W/FLORIDA 81KLO14G CODE SECT*N 2411.3..3.4; ANCHOR SCHCIJLILE- CONCRETE&BLOCK SHEET 14 6.BOLTS TO SE ASTM A-307 CALVANRED SIIEL.CR AIS 304 OR 316 SERIES STNNLESS STEEL WITH 35 Wi MINIMUM YIELD STRON.17H. ANCHOR SCHEDULE-WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPucircATIom,.w BLADE a: 12.13.14.15 AND 20 INSTALLATION DETAL.S M-R, WOOD. SHEET 16 tN BLADE(D&9 W'Ot11iVA.t IN UNtkm.12.13& IS INSTALLATION DETAJL9 S-X, WOOD SHEET 17 h N.V.ACCORDION SHUTTER SYST M.SeAikV A 0,S-PATENt LT6'779,582:COMPONENS Of TFRS APPROVAL ARE F END CONNECTION.MAILS 7-12 &X, WOOD SHEET 78 8.THIS%ERTH COVERED,IN WHOLE OR IN PART BY U,S,PATENT Q5'458,179 ISSUED TO.ISizJtN METAL SUPPLY;WC. . 9.ITSHAL.BETHE:RESPONSZQTY OF'TH£CONTW.CTOR TO VERWY THC SOUR MLES OF, S7RUCt11RL Yfi4t3iFi�Sii4'iT�.n.>5 TO'-&E ATTAGHETs.'D INSTtRk PROPER.ANCHORM.E,CLNdiRACTOF;,TO:SAL/1.AL'Ci;.'. dT�a f#tr'k4tTNFX3W' LdnE ; ALL SlIMTER COMPONENT EDGES WftCH:REIAAI)4.THRU FASTENR4 RU CONTINUOUS CDtMACT Vi7TH THE;BUItDtNO-TO FR`'YE WLNGjRAIN 1NFRira"'ON •: U .. ... .. ,. TY°ECAL'SF1iTrrTt:Elt�fkTIDA` 10.EACH UHMT MUST.BEAR PERMANENT LABEL IN A VISiSLE PLACE WTIN WARN RaC;SOTS P. TONG FEREOOS of plptifi,CAJdE'WA&Ydt1CS WMrloW'HER TC"f.,OR OTHERS,MUST PRDP,£RI.Y CLC85L..IV.k CENTOVAATES AND ENGAGE OR LOCK.ALL EV AND NO LOCKS. .". .- at,L,FL�- HV WI(+a1DOW.�BLnDE�ANLY 11.'SHURER MANUPACT1IRER'S LABEL SHALL BE LOCATED:ON A READILY V51BLE LOCATION AT ACCORDION SHUTTER IQ`AC.FOAKCL WT'N SECTION 17D9.9,3 OF FLORIDA BULLDNNO CDUE. Ot 9i Lc k ItiSTti.'tAPON DETAIL META,S7}5 WALLS .SHEEi..'20.. PLACED FOR'NFRY'OPE*11YND:LABELING TO COMPLY WITH SEGMN 1709.9.2 OF TN,E Rbi?tDA;BU1I;t;DI¢tD�GOSE .NY1Afi -.. 12.BERTHA N,V.ACCORDION SHUTTER SYSTEM Ra'S S;ALIATitlN.SHALL dMPLY'WPH SPE..".atTtKtA 6z FED-'N.T1 ,.. .. WHLSk_' - - .. . . ..,r _. _ ORAW1 .:P£Jd3 iyYY'9U3` SG AND, t$CULAT10N5 PROVIDED EN THE JUi i1Td'A CTICN .:. PERMIT IS APWO)TO, - 13. (c)THIS P.E.D;PREPARED BY THIS ENGINEER IS OCV.R16 40 DOES NOT PRMCE tNFL%?#ATkxi kOR,XAm SPE Fk,peojvrq Ls,WwRE';.IHE SIM L'ONOITlONE DEVIATE-Ff lk P EAr:. ... ... . (D)CONTFACTOR TO BE RESPOW48L-FOR ME 9P.LECINON:PURCHASE AND RaSTALtkAOH:�--AICLUDNU�1!("E SAEI:TY OF'K1S PR.nUDS SASQl..ON T?D..,P,�::PROVIDED HE/SHE DOES fjOT�O£[V.TE tFiOHi TNiSI:,D�AW�NG SHALL 014M,.BE USED TO THE CONDITIONS DEPAn ON THIS DOCUNENTI COW. SAFETY AT SITE IS 1HE 6WRACTORS;REBPONS931 ay, - ., 68TAIoi PERfNITS .tN THE SATE ac FLORIDA A.. (c)THIS.Pz.o.WILL BE CONSIDERED,!)&ALTO iF ALTERED.t3Y ANY MEANS. .. . (d}SfTE-SPECIFIC PROJECTS:SHALL.DE PREPARED BY A FLORIDA.� REGISTERED ENC3NE£R-OR AfiCW'E4ST:WNICN WU.;tkccvc:ti;E�EfM:FNEFR�O REOOk.O:-(E.O.R.)FOR THE RESPONSIBLE FORT THE PROPER USE OF7NC:P.ED ENGINEER OF RECORD.ACTING AS,A DaECATEID EMI,BIEER.TO Vr P<E.D.ENUNEER'SHALLI SUB MIT TO THIS LATTER THE ETltv_;SpECFtIC DTAWtFc' %FOTe;. OPG04%PX_0D SHALL BEAR.THE DATE*0 OW."I 1.a£ALi AHD S14WURE OF Tt1E T?RCFE�1CNAl,ENI2HEER.OF RECORD.THAT PR£PAItEO 4t�ii � r _ aiERN aPLY. Ear yElN„ U ifflMANV, ',". Syste L,GEN Accordipn Shutter; m, 11 . 4 T K O. A1�t>r r ryavr Na.44157�-=- ?".�. y, _. '•AFYletiCCPi 5FIu$er Sy3 601 nncaa 3:.Lu1c nRr:�n z tar x . . ,. t£3'iNC k ENG1NEf ii1NG COMPANY < {(„y.S6CIG�fOt1 (f1C ,.'1.: 4iM,la7 t07 47131202 L`'TEa'. 7/' '�-72,2020` $I 51 "�LS'1 Mi51Nlf:wVtROri_',FCCRIM 3310 . STATE oabro(m30 5)871-i6I1 1Yest GDIs'1fICIt-'F1' 334:,tT7 23. rOt'?hk ma 20tlF G 4N0a Wares kmi li P.E. ��i ss;•.•:... �}. .. ./ .. ., YLatP.;X Lar&.ii07' a I Sf?EE ' �iq �dNAL c•�'F.. L/Sr,Gti/irJ?�c/DA:E - ' r a r 09 '�' t. .1 :r I _ .. E X rc i a:: FE_VQLID' _. sHllsae sTaRrER _. .:. 1.:.. ( .S.T �LW1116R Y `l r .. r OVEfIi�F ilNJ1 T{:l1S,xC+AIt-NI;� �d691 QUnL PTED FOR USA:Wf` �uw tFE� ups ro%�nr as HVt-dtRECT=mpg& Hv.atAne i NV WINDOW A ADEk seas-Ts xtto a€o Mgea:' ninuctEts:FnR u E;',w/ Hv 60ss�7s:ne�orn� TE++ M s3 1AItATiONS Of USE.OF OWE,d 0 EEi 14 =Gg6a TB aU OYEt�1G Tt FiPE' � .. . : �, ".. :: ,�„ � "'a�- �` as - ' r•-- 4.. 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(9y t i s @ {uj.:.. d MAXIMUM SHTITTER,SPAN "L+•.OR•L-P FOR OR: HALL 09,LIMITED TO Milts A!L`VTABLE SPATS IS EOUAL.TO !HE. ttT 0 aff - g-a a:tfi-b 3G Y6 6- }g-..p INSTA[1ATI0.N5 INTO WOODS FNAL ldA.K� 705 psf.AS.D DESIGN PF2ESaRE.RATWG.. ,2dLY(MiILS.OETERME;iED SPAN LiWEEN Lf"AN 1. '3 to 10.. a f0 iD 7 _Sd G ail. - td TO !'a 10 3...:_. 15 2 T Tg +b _ 43 tA'uW ; t0 i4 2 t... t 4Cf 13 70 g t3 IC ;ail }4mmZ, ( i ... 3)PROCEDURE TO DETERMINE-MMIMUM SPAN FOR 45 Yw Y tl T I'. _i'} { t4. S 45 �.13 t 't3 1 -46 Y3 d Td 3 ...� HV CORNER C0f'lERMATE Y3 MAY BE USED AT ALL COMEINATtONS lii 5ETtiEEN WALL AWi1YaTIAtCS Kt3 12 g - '- - u } MOUNTING INSTAt1AiEONS.LOCKING SPECIFICATiGNS .W/f 0OR/C£Il1NG MOUNTINGS: • 1 2 5 12 6 I YS ✓ 50 tl S 1� 9 SO T? J 1 1 5y it Ip mg 1 ID 't2 3 i i2-Ti GS ti iD. Ii Tb - S i 1' ti ! SHALL LE AS INOTCATED ON MA14DATORY CONDITION#2 R MEN POSTING A.S.D. DESIGN SURE !' 9t a. @ 91..d Ti 7 1^ 4 rsCT ii a ti title' Q 2.J' 3 T1• 'TOTE�`5, SHEETS RATING;GP PRESSURE S'AU FA Aat1.1.MOI+NTINC vSTALLAr4NS-. 0 __tU fi _i6 lO 8 e q t2+- MAX.SPAN FOR FLOOR/CEILING VQUNTINC }- 'iC T ..1!. y EXCEPT'THAT MAXIMUM SHUTIM SPAN°+'OR 1NSfAlLitIfONS,:. 9t7 .•. 3 TII t 9 t0� 'idr O f �_. 5'Q £ 10 P w3 i� - `L_AND VF>JVUM'AS.D,DESING�PRESSURE RATING FOR NSdtT7-ASD t.,E,SICY pRtv`"iSl1R- $S :9 INSTALLATIONS INTO Cc!'0 TE OR CONCRETE LLCi7( FOP.RATIN�.Ctt�' r. . . _ q_l 9 t. 9 .6 iC k 5D 4 3 l .SFWll.DEUMI(ED AS FOLLOWS: OETERMLNE:y Y- CONNECTIONS TO KEYSTONE MOUNTING Li_„x MAX, SPAR FOR WALL MOUPMNG INSTALLATIONS. LIMITED TO +64,-72 p.s.f.AND-S'-0' SPAN, SEE L2-- MAX.SPAN FOR FLCQR•jCsumc MOUNTING_ MOUNTING )ON SHEET 7.:,..,T '. ,�•w-•.. IN5TALlATi0ii5, iTNAL MAXIMUM R LO4A8ts SPAN LS SOU S3 TO THE MF:fAIltSl 3fittCE4.�t.i +:.'. 4i ✓,i•a`Lz t.^e0 W H 0 4 5 + 8 2 A':-6 120 m;b 2.n i F SEA RAT(ON TO: GLASS SCNEQULE t?S 7 iG 6 8_ E'r 8 g y2 :Y 10 C B AktD G RAH PrD NCGA A�TiWITH MAL DE IGOx ..wZONE. PRrSSUi+.' RA11hd:,70 DEFER+AlhE kn,Mt,M-1+tCHOR' pp t35 r 7 i a 2 s 7 s its 7 I n r WIND ZONE �ArtiG: sdTt 7 s TION s y 7 _6 t4c `t s g �+ ASTM E-1995 ' TMINSERAIq{M�Uh4 4L 3 ,t S -�7 5 "7 3 `.. ta.5 "7 '1 9` 40;,�}l.AS^�5 ..... - ' +� - x' 2 .�T. 5 7 7 ♦ � 1-O .�i hf7 .� 2 t ;:8 � " tom. 7 D s s 7 i E s f°a > a 1 Ys 1 THRU 3 fi .✓ 1GS -E 14 S i .. .. ._ - 17Lt> E u a t i g t t eY a T O rt E a i s t 7 _.. 17a �'t130 � 8 6 .,e. ,i d ,6-H A'i: 70 ft30 ,��8 6 ��a B.. -• ' (. + 1. HV BLADE:. . t$Tb. r a "� a } 5 6 5 g t90 5-•j,. a g _ .__.. , 795 "fi 3 a .. - _ ,. , :, . ._- ,F�.ORttuf•�.' itan:.Hgn Vtt.k3cft ..HLtFnccini~..Zone' ^pTgiRu.'uLTAL�!lFfi:Y: A I/ :a40 L EC ,At hs � Acccirdi ShVtter:System T0.t.1T i£sTTN fic ENGit£ERYN ANY `AmerlCan SFluffar-5ysterr+s. ,as cvmRo:mt+ DAIr 0 i_ G COMP .'CltiOTS C. .� q-tC7 :tlj2jlD2 +a47C 7i2/'2b2O.. .� .. „/�' rr.n/�a.i.' [xd5 N-W,'.SFT b1-. f 'S�Ml.NP+i4eAENDFNS,:fL7Fn0A 7316 ' ^} 'STd Q tfi $ Pwns (Tc Jb7t +ata iar.13osy97e-isst 6269%tNraitoa3y.�rTtL IDRgSvlh(C t10 F61rn d n h, r".L 33k+?7: /� c i t,d molar a SH Ei. � • J .. R/t]ffal li Rtrslno+a.SPACtfd �+y'IEOLD'G FOR AGNEN...�;At[ SPAN - ... .. "- - SHU!'rFR .. � �... _. pcp 061 IJ�CypTt. {YE PRESSURE. AnUQ AND A CQRRESPOWING MOUNTING lYPF FOR C^R'ME OR CONS - .ANCHORS SPACING LEGEND � ___. _ _.... ::_- �OONC<2ETE• .. _;".Ei: 17A't5 A-tr..,.a". .t a}.. .. . .POURED CO L'At4CRE]E'CI.00%" -. TAPCON OR 110 A WAll H MOIIHgNC {#p HALL 4,EAAEft MOUNIIN6 ty }lEAttEk•kaOUNRNG-: (D)WAtL SILL OUNIING - WALL SIL7. N$- u& WAIL HEADER(SI,L-.. , TAPCON'WITH ADVANCED SPAN : W/. Wr ". _e W/. Vr/ "-:•. ....MOUNTNG - - THREADFORM TECHNOLOGY (III) �sD oEmt 1 mE w Lm?B RH983(Ac Asa ffiS&1(yQAt a a s _ [ISSAf 1cru+s.cars vm Aerrx: _otapdE PBFDIWE naB G x5n wmrrA NWMAF t PJ11BG A 1 ae"raEttelar Pf:fs10 E a 79s ", t'"T ......_ ». ....".„, z.....____"...__... __ ...._" _ _ ...._ - ..-. _. ALL POINTS SOLD-SET... ab 40 li Jx 90 6i6al24s:a9riiFafi��BD FaTi4t ss.a:a4 rs sd€ixa=t�G;. sa +o� 7Q'i.9o1120(14o(zas w,4o',-aD :JaLUE TAP: �'/toi�. s 3o "so(�Ts,Bo1,2D+,4a�2Ds, t4...12.. 10 .91 :Mad ...__ , ,, ;.tt r42 .10 9. 6• 41• 1#.ISfid• R8. 8b '4- 14 tZSf0 a i{ 8 4. Q i4 .1 ,0B 9.'t a-v a 'e l72 10 �OR LESS 74. 12 :/0 B' b.. _ la y7T, l074 t8B� E 4' la ( . ( 12. 10 9 dT.BTB"F3 14 12,.....,._U,r t2_YO 9. 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". lccrdFo Shutter''S stein Na>: �! y : f 'Ame ddn Shuffer Systems. ascnPnDa �alr r wl m: itp yr - rw TELLIT TESTING' "ENGINEE$INC COA. - JWvelaflQa ,In*l I r,Ln.r'7-t 7 l`0 J�Jf1L" r z ZOzD c 5cATE ar Bx5 aa�acx)a7�30 4 aassiLaxeAta,e q>BBI tYu ircod .:Jry ti9natu n i'em'Pcilr ffPach, Fl :3 W)7' s I PAv//4�'1v4 yNCo;e �4�iC� Cf Rl �R -A-Aod712 .. 1. �aa 1PY ��Jir7S+QNAl ti1P��St,-�5„+^5N1iltR£fDliE @rD eu ia;siG 6,' , SH2.Qf=`$f) "SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCREiE BLOCK SUBSTRATES' w .. .. �.. "ySEt 1AOLORMG5 L)C.;&H ON SHEETS•6 At 7) ,- '..: .-.- .�`..'; S TO WDV MTE-SKU;OE AS MELLOWS' .._ t ANCHaR • rotmrm collastefceNesTEasucsc ='- � _ Alanlfa mxrJrcT¢ - ., tN To.Exsru4G_amfRia:coNa+ETe„ttclt.i:<.3��. __ __ _ QwALL SILL MGtftJTING t GEIIJNG bta()ivriNG OH FLaQR: dOUNTINC i '0 T NOR TAPCON 19VNNCEV THRF ANCl10 "W BU! f' r 3 .. '` 1/4°a x 3/4'ALL Pam 1O-3EL At CHARS,•AS DSIR18UIk'D BY ALL PO1Nts SCRtw,txL'T.&OsPEctn+.n�caY_putK 691a:'c+r a kaGj DEAN NUAM PIr@1DtE.� ... :T _WM _...._...DLQBN KWKO ---. 1/,4'D BILLIE TAP'CONCRETE MC)i0R5 W1 GAP AS�MANUFACTURED BY'F'LOWOA'FASTENERS DIRM.INC.(LGm�I'c-2 la.) ,.,�� j120hi ,3e 4(1' a.7.,175°AO Sffi 11iD 2� S0. 40 6O T5 66. 1 FEQ 203 `:TAFCON WITH'ALIVANCEO : - OTHER TAPP OVE :LICENSED MANUFACTURED 5Y OR:RE, TERN AND O1SiPoDUf'ED O ASL POINIUTTER MEND. SSO 3 4:114C.' COMPANY 4 ai) t )12_. 10 D_ a_ 1 5 t4 12 10 a ;:-.-Tt4A9FpRMTtCH40LCGY OiN R APPROVED L1CFAt5ED OR AUTMO%Zta VENDOR.REGISTERED WRt(THE AlL1FJ8CAN SHUTTER _ TWTE.aFC,'(Wn<Cc.3 ksE).. NATTER StSCEM$AS4OC2A .... 5-O 1.T Jy12 10 9. 8.. a H aR_ rt 12:Id LS(!� $dam d: E �1i: 12 to ..9 H H A.::@ '-«w ALL.POINTS StCLID-SET:. NOTES: OR 14 12.,10 D 8 t d B 8 14 f2 10 H d B T T 6 14 t3 tp 'H.I a �}g,„, F' k°-�.. ^^ -'^-+ ;:...BLUE'YAP W/.CM' 0.1)MOGFtUM,EMBEDAfftNT DITO POURED,cpkCRETE OF TAPCON aga TAf�CAF4 W'TN.ADYAI4CFD'i}IFEMFORM 1EC18WlAGY J`JN(,YlORS AAAt`TAP,PER4', I4 12 10. 9 8 8.}8 r;i 1f tt2" D. 0 WR :a Q.'6 1 12 f0 9 8 R.':5'6 14 12 to 9,.8 7 IL.,45 ft la 7D HH t:IS ;6 t S. a•J4 12 to a. 9 3 B fi (t .: :TAPPERY' ANCK I5 7 3/¢',AMP FDR BLUE 7itP-W/CfP ANCJ,IttN5 B 1 1/2'. t4 12 10 9- 8 I a 8>' td S2 t0:.t 9- C 8. 6 8 14 12 f0 D; '�Zt A SS ' 4' D' ..,� }.... - _ A,2)MINIMUM EMBEDMENT OF 1/4'0 x SJ4'ALL P094M SOLD-$EST ANCKCIR5,StmL BE 7/8•mroi THE POURED CONCRE :NO Emabubi •* (4 i2 I0 9_LB a 8 4' 14 2 .t0'. H a a. 8_.a.45 14 12110 g;. 8 e, 4.4ls r'_. INTO STVCCO.SW.I;DE PERW_TtFD..1/4'0-20 S.S.MACHJNE SCREW US60:SHALL BE i t/2'LONG.AIIMMUM SHOULD STUCCO SIM,AND t4 12-t 10 8 d 'a S 8)4;S 14 i2 tC A8 8 d SS 14+12 fn H a E8-k4b - 1'tdRllM{,p1.FOR VtALL2,NtD4'NO STUCCO- 14 12 110 9 €7.5 sS 14 14 12 10- 9 Q B'(G S' A. 12 f0 I.9 J E 7 433f s, f:SfE Uv i7gK.-O.'VS[fbR - -" 74 12.)to D e a6 H g'.... 14 12 1O a 8 D 8 53 14� t2 lot fiµ @ B8 ttis _. ganr 19 0.3)M Cn5E T71AT.itREC0.ST STONE.PRECAST'CONCFtE7E:PANEE5;PAVERS tlRAN7 VEFiFtR BE..FOUND ON THE-EXL4'11l9::,YTALL OR FE430R, :. t4112::i 10€9 1_e 7£A' - 1f'12. iC 1 4 t 3i ate}'%' Jb ICE 12 CIO 8 f!k'Ss S€ S?.,] _ AE�tfORS< BE L.OGG Q {JGN TO:REACH THE MAIN SW=TURE EE9Ny SAID WALL FINISHES:ANCROIR DE SIMALL'BE AS-LVD=TEO ON: .., f4 42 101 9" 8't 7.s ls.,:-: 14,i:�24't0' H E.€s i'a!�8"45 ti tz I t0l e:,e e„A,^.a`n ''-' NOTES n,t)&A2)A80V;r FOR iNST'AL1AT4%NS 0PE VINYL,56M4O tlP.FTF,S iflTl{OR it17H0UT MEtAL'STUDS'CHtJ4SULT THUS E1,R',iFFEER.'r'OR If 12 195.T9 ta5 t43 14 1.12 t0'4 q 8 7S 5 4 74 12 10+d' a g 49I37 : INSFAtL1TION NM EIPS•WITH METAL SUDS;SEE'SHEET 20. If 17211 10- 9-Fy.�B-T8 t 8 14T12 T`B j 8 i H 5 U 12 I10 9- 9 6.3 9 S5 0'•� Id 112T10 I.97.5�93{J 1w:, d)12 E.O�RSf i�3dj 4_ Jr 14 12E.9 t.6Sf i J.q .(8) TO EMSTINC CONCFffT6"BLCCN:(ASiMt-0C) t4.E i2 to'j 9 e 0 l 14 l 72 110 1 6 E 3 iC.S;S .75 14 12 10###"'a:5 9 4' - 1/4'6 TAPCtlN OR TAPCDW WITH ADVANCED T4&R'AOFORM.TECI{f:0i.(1GY ANCHORS,AS MANUFAC'fih36D rT'I.T.W.OU3L47EX,. 14 12 1 8 4.5 5.5 J } Y 14 F,72}t0 12 10 9 i 7 9 C3. 3 1/4"0 x 3/4'ALL POINTS SOLID-SET ANCHORS,AS.DSFRISUTED BY ALL PONTS SCREW',BOLT&SPECIALTY COFSPA . t4 12 EiU 9 a 5 is 10!9 d 7 5 4 14 12 1- D 33.3 t59 4}.3, - 1/4.0 BLUE TAP CONCRETE ANCHORS W/GAP AS MANUFACTURED BY RmaA FASILNERS OWECT,INC. ?• 14 12 I Itl 16 0`5`'t I §4 r2�y4 73 0 H4.S?l.5 14 f0.9 7 S€€s3�lSt - 1%4.9 TAPPER+AfNCHOM AS MANUFA=911D Bf DEWAT,INC.,AND OMMIRUTED BY All,PO§MS'SCREW, BOLT&SPECMLrf COMPANY 07 ANY f4 t2 t0 ISS 7 4( 4 r t fe.t 9 IT5 7 4 14 72 B J ITS, OTHER APP,ROVM DENSE OP.AUTHORIZED VENDOR REGISTERED,'A•ITH THE-.AMERICAN SHUTTER SIN,US ASSOCIATION,tNC. 1 .t3 7 155 5 : 4 t2410 D tIt 14. 12 9 J tgt4 12 f9 NOTES: C° 04 It 1�t(15}:.7 g5T 3S7 F4;ST iaSi5514'I3 ry'. 25 95 s S.'&mac 3 s6a &f)MINIMUM FDFREpUOL(T"M,i;('fNGRET'?.'Ct1.CL ,C3F IA:-L:QAN.WUX TAP W/C'W1 AWCXM AND tAI�IU4:ANCFIOK IS 1 1/4`AFV lAt CON j E ttt `'"`} VOM ADVANCED TWZiFADFORM TECHNOLOV AVCNOPS IS 1'. 1t.1 t2195 IS '6 U F2 93 a'W1861'S ! 114 12 8 B` 6.3 4 - 1185165 S J,5 t- 14 tt27D. 8r& 3I 14 112 A 63g54t�^- 1 } (:._ 8.2)MXYUM EMBEDMENT OF 1/4'6 x 3/4'ALL POIN:5 SWD-SC7 94CI40n SHALL 9E EN IMY EMSEDOEO-;NIO THE CONCRETE III=.WJ t'112 10!.9 8 E I' :is t2 Et0 9 ITS 45 1 14 12 a.9 7-If 14 EMMLvfT INTO STUCCO E5fu BE POWI TEO. Ile 0-20 S3.tA4CNtNE 9C.CEW Lav SIN1L SE 1 1/2-LOW M§NIf um SfHOLH,O sr.= la,)ti.5 7S-T e 4 F E Tc tl t? 15t 9 3 11m B 53 43 33 iii < ( -- ,..... DUST,AND 7'MINIMUM TC17 WALLS.tYRH NO STUCCO. 1l 12-a3 7 5.8 4 14 10S 7 'Y a 43 115(83�5S€4 I 1, jam.;, t4 :21'9 L 7 4,E 14 11 7 S34a 35 :_i B:3)IN CASE Ti A7 PRECAST 5TONF PRECAST CONCRETE PANDS.,PAVERS CM ANY VENEER BE'FCUNO ON�TNE.DUSTINC;WALL OR FLOOR, -N i 12 t0 B S} `"'( ( 14[12 10}H E8 S 1 5 S (� 14 I2 e 9 5 4 f W--d ANCHORS SMALL BE LCM ENCWH TO REACH THE 94W STNUCTURE ECIM-3 SAAOO'HALL.FINS3*S.ANC HORAG£SNAC.L.BE AS mirAT�ON I U)i amsl 7#S !3 J a 9 FJ S 4 ',Y i t 0 I I s I .s t 1 NOtm 51)&8.2)ABOVE MR INSTALLATION-S ON VINYL.SO NO pia E1F5'WIDi OR WITHOUT METAL STUDS CWfsua THIS cwNEER,. t4 F•f 1 7S-5;5 E- 14 1 15 9 a 5.t 4:' I 25,H 5 6 15 [+ 4 FOR,14STAL1ATION INTO E3 WITH METAL,STUDS SEE Si'M 20. 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BERT HIt ''� A&6rdion•Shtxtfer`System FALOX ` ��, ' _ No,'dd 67 � Taws ITT sT77ac SE COMPANY 1�TlT�!)Ct1n Shaffer:Systems . e65awitFat DAM 14AxA ar aQ f 617 .i t' -LOa ,II!t 04 M13;r 7 2029- . ! 6R4 Mri,36t11 9S >tU X."! i,R414yi 9NNEH5.RD9!CA SI �{.��. 3'0� uTAiE Y f FM1m4: MAY 1 F (305)871''-I ZI 4E��i A i00O5 (?�v2 Ri 4-W.C!(-0L'LG7 .'Wd t YG{R€ �80CIt:•.fl x.S fT7' !-- /`''A uL)7 �,,,ycy`t jt)• _.. WALrr�F'.A L.lT a<e.iw 4 :. .. , `. (} 164' br 1 ri .,L7(�A' �� LtuTDA LTA. 44tt7 5. , SNL� 6+YIML MdKQ,"�'SPA w Crib gi Enl�lE FOR A G�`S MAY. g nrcta SPAN. A.S.D DESIGN NEGATIVE'PRi55Lt[t RATING aNOr A:CORRPSPOf��jj(j(x MOUNTING TYPE FOR CONCRETE OR CONCRETE'BLOCK 1 JeeA}1 GTYlhlS . `. _.. ... .{"s7<•IMQYWNM,U,J,K-&L CH SHEET 7) .. ., ...._. ......MORO BLONRS SPACING Ca Atx UVEN& 0 (ID17rn Nu ®WALL/t1008 11OUNT NG ©WALL/WA.LK OVER MDUNTINC ANCHORS O tom. J.a usiai t�.QFE.,s6S-, gil>�oaf sQ9i tAMM FM3 t�Rear s0 DMGM lac 1w P 'R.0 ' f�k t�vn>:.PREMAE all9lc.(tm TMCowHIICTOFIN�vANCED ao 4ea0• 19G 1T0%t@C,M'S-jiiAB`�6U«7!i 9ti i,ti+oiis0 205 30:40;60 '75 90 20 i60 2175 3a:`4a 60'75.90.t2011ie�266 THREADFORM TECHNOLOGY, L4 17 3 u .4 ill rt s .R 3'-O•;14 f2 16bt..n }T t2 'i2fa ,t2T.12aa -7 7 7 :i' 7 i'-,) 7 3 .s s s- .s )3 s 1 s: : ALL POINTS.SOLID-SE'( aR LESS 14_ 12 l0. fl: b�j 8 .a 1T� ix'.4S tx e.D 8 8;+5 .7 7_.,T_ 7_ 7✓, 7 I'7 es s.�-s 3 s s',s D. -s• ,...BLUE TAP m # b iT St2 12 to T.S 6 7 7 7 7 7. 7.I') 7 S -S 5 6.15 5 a '3 -'� 14 12 0 fl tl 8 8 a IT ftT 14 1T iP�8c 8 b 8 12 1 1T 12 tb 8b e0.5r 3 .7 7 7. 7 7 7 Sa 4 6 9 S S 6 3 5 { 14, 12 IR d.�7._,& 8 T'E latT 17 i1T E120.9.F7 E..S '7 7 7. 7 7 7. 7 7 a.'aa S:lS 6 5 5.. 4 U• 14 12 70 8;4 8 tl •b:1.' 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(,rt.; :. �` RMATEs SKSU ALWAYS DE NUAlLED AWACENs TO A . €1 I i�y $$H —E s ATE IS .`�OF TN[M.. e. SEE END •E €`.(`( ❑`( (F)POLYCARSONATE W WOrOM GNAiL aG.R/.iF,stLm^a0 FAa9 FACE .E CONNECTIGti. i't� �:, �• '"' i • E'y THE IN'.E410fl OF TirE OPQ6ttC 8E6JG'.PROTECIEA F4d'W3trDOW MUST BE DETAILS ON SHEETS �. ONLY.INSALF$tAD:O LOC1ffA USING A NV SEITIHOTCOt.PRLR�rDED OY ASSA,, FULL HDG4T. (r( lA# l:}r i '_ I' 1,,. 1 I` �9Q;J„ !• I e SEE ANCHOR 5PA.-wc scimxxE .'N FOR 'STA.JAm"s INTO WOOD FPAMC 3 P r•?'. ,,.. i�, ati :. Bt1'LDINGS ON SHEET 16,AS UMRED BY SMH AND DESCN LAD(5EE NOTM 2 ASWE). 7;-SEE ANCHOR SPACIND M(ECULE MR,I iMALLAVOUS iM PCLRM tt g t CONCRETE OR CCJ:rRErE fiLCC'K WALL ON SFiEES 12& 13 AS LUTED BY A. : -", S `!! ! !E .�t,,;�,t., -i „s•».,,�$ SPAN AND DEStO?I LOb?($ N.01,4 1 2.ASOYE} (5E Ptm rcR REOG.1iEdtF,415jg': "'.!;d NitB s ARA'R PTO GTASS SC)1E:DLLG pEa fsrN D 1w1r� 1a1r11 sePA _ ._..._._:__.,._ ..... -..-...:..-.,.,.....:»..._r-2iHJJ1i7FG N1DF --.-._._.___..., 1-'�- ar•^^. - 99$, IrL tMATIQN �si-Rr�Av rHR ,IXIS'INC GLASS—i rARA _ - t 17 tDI3E TA + :. _ !y ! add^•�(:µ.�:.L' l T CAL 0"'. e� TYRLA PICAL ,1# Hy BLADE W ORKIk jlk lJWl5d i ifE HV -*Nbft BLADE �A==SkEJTT ER� RORIi3 Jli!}1N� a =Nigrs Ve[cci�y"' b�uii acre =one 4G24 tASiEFN a•�Q BERTHe� V kt 1!. �� 4 Acc di nhuttex. s em Ne 441 T .._,. — r : t +ti w/ �v/o 1�v kAbE - yrT,fJ TILLtT`'TESTlNG A:EtlG1t1EEENss C4NPANY 1711' f7�}8E"'$y3}8ti7�-. rW OTSC[rJEreax �CA1C `.J'tAnN 5r. >iA ',�Y�Qt _ 9 Wsss aw:aner st w- T v.arewa rc?LttrA,�Lcgry r.;lStr 8 530C O Ohs,.lno .. 7 ..,s O D:TT �03 "+f2/IID2#CA';` Tf2/?1720 CJ :.:'.. ` eacnr'.1aD}B t rm<a r«'zc.:csFa7( Irta1' 42 3 ?VP Liams''Drnrz %'�F� i RIQ r.4.`�� nwuwcec5e poT. r:Yt _c "aim Beach..F nlUI;" ; G� 0+r `r�OAl�trlrrtAt a it I�I��'SE L/S ?d.4TURE/0.4iE .rTaamx a ,41aT. ,cs',j 'i : .19 OF.'2a -- u�0.T,n�'lStTfAr:A.-4NSaS> t ; vast -ONS : 8LAM,' NTEtMATES' „ iNS1ALLATI O 4C Mm°.c-so GALv.,sreeL. 1 t,(-° 7"SdNr x•' 4,-T&�MOS AT 18.O.0 �j .sb ��/ !NT METAL STUp `WALLS * o ff;c a . e cx o Tfz art 43q 1p 1411NAL --T r 'I` GENERAL:L11,fITAT10NS AND'Ct?NDITIQNS OF`-U5E ALUktMA S,LLEM ... t �?,z i..` "z• €,. .SH L ur ml , �OR3 1'S ALCt7Y.._.. v:Jla r eaf4k O.a33'iF�CX ,,:TTALv,sT�cL ,&M_A ,C. A ac " - 1 ,t» ` t `INSTTALLATION TO<Ml [ :D TRACK WALLS - - As+u ress ewAOF w' c ao : s -5 b TO GLA5S SCHEDULE GRt san¢cr iA^roY6 To snra J A .D aE51GN PRESS W-is)lrtxi/R^Tex sesRws on ..�[xmw©�rTrusal (3�9`.^^ ` � r- 1.'6nA): RE JtATING 75 (pst} nlReca��i>mxa�ra^r as rvwxARe :} ( SlEiJFTER SPAN: 84- U � MINIMUM N ' ". dd�E 9 war erazsr M r i' ertsT:nc'GlASS wu a"C!'AI2 tbN 7={KiLD4Jne7 MOUNTING: MS ON iHl� SMUT: TOAGA _ 0 - - -TE Z W _ w kVJFr'FEN,ET,Ai E 1•- NLY ETRR°44 � ��1 Hv /�llOw� 4 Y - } SW74%i�1 AO RANGED. A S MUM&-TAYOU - w I. .' - �- USE;. (2} 35 (6° LONG, 4JttdItAUM) S�uS£,ACWAYS BE 4 � q- tax.u'afaz seas 7MCrwt::'. EXI��N .'{ .a 04CLUPED ,SAT RIOR OR INTk"-RIOTi,'ACCESS'SIDE,OE 't 337X x � xnT w r. aacx cwuwa ,s AbpwcABlt CFLITFRt�AT .' � 2 h`3v A tX:}6fi1Cfi a0 ST AAI.V3le,CQ ii[♦.1 TO SiG05 -„7"�..- rr/A)paxt/2'-MK smeas at Jae tr,v✓ .(i ( It, + .;fianx?&f%fET+1IXU GAGE _. _..,...v_ .. t tgC:s'.a x Ov t' t-r ,tr4"t+-,x.0 iNREADS _ It -TsnAIL HVF IS ALSO VALID• er �43 t 4"� ELC{}COtISTNUCTION It 11 , sE TT 1rAtE� ApPucArloN wartMADE Q.� d'xt lf�z O.aSa-TFii�K .. ht71E5._ `6• ... ... pp .:.t ��i -cz-u�sa S StitT. ; t T�tr.z �•6 GC M(-OfYEI`F GIs wAI_L.HEADERAgILL i�IST•ALLATION: sr c ~ter As A.rx+ to= �t)s1, afa s It. TS 4rT S'tt15 AT t6'0•C Ad:,p z° :. - �• C ( L7' 1 3 4 a G.t x O 0 4 Tii#.T(Ut d-.. ON''TT.GeLJ S114MEL,.� t.EtE S'�1tt wh< L M t c ° 1 A 653 Gi./�G aq€n� *of _,.' .•-.(4,SQ 4.J15 'Y.3C.:'a' �*.I i. '+ ..i; 41—.�F u t r .; p�� f NIN:Q;SEr^PAStON'.VAff'CS ijtkMAT S ,V: { '' I AA TEI IATi;S W./ Fs OR ACC€5S SIDE "'; t :%ft .;:INTERIOR: CCESS SIDE . 4! 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