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•t3Ct5}come ? log in ;Usei itegistratioh °Hot Topics Submit 5 rcharoe Stats facts '-P�3blicatinns' 3 i S'Site Map. ! Unks Search 7� p " 7�tn1li�t, 1.Y1'v i� ProductApprovah p� Y4. . USEICIPbfic.Usar REVIE EL) FOR " .'- Pt'pdLttt.AAga"ratalt�=."nu;>,T"•aA+actor:Avr3iisation�ebfxN>�£qol�caior+'SnSt;+-APPti�atiohDeCoil:`"- , r 'FL# """ODE COMPLIANCE .atx3r APO.ication Type• "-Revision, ST. L CIE COUNTY - l �:Revs sion: Code Version 2020-,• ` ® j Application Statics App ) !�� Comment's .Archived _ Producf M.anufacturee, +American Shutter.•Systems_Associat oh',Inc. AddreWPhone%E nail; . 4268.Wiitroads Drive.... 1Nest)209 Palm Beach;FC 33467' ' �bfeeleyCgleasterttimetai.coiri! Authorized Signature 'Bill Eeeley, lrodrigiiez@easternrnetal:com Techsicel Repieseritative -" Address%PhoneJEiiiafi," Qtiaiity Assurance--Representative, Address/PhoneJEmail " Cate9oh' Shutters -Subcategory Accordion Compliance Mefhod' <Evaluation Report Erom a H6"da:Reglstered Architect or a l icensed.Florida 'Arofessionai�nginegr " Evaluation Report Hardcopy,Rbteived Fionda Engineer"6r+Architect Name•who developed the.'WaIEeKA."Tiiiit;.Jr.'PE: Evaluation Report' ,Fionda,l.icenss'" ,PE-44167' uaii ASsurance'Entity;, ;:Q t!'°, .. .�• �>Vationai.;Accreditation"and Managament'Instltuta ;Quality Assurance Contract Expiration.bate 12/31I2021, Va idated•By John Henry Kampmann In. Validation Ctieckhst :Hrd acopy-Received ; ertificateaf'Independence FL-69 Aio",COI-COI ASSA LAID' ip A389:Ri0.COi COi ASGA" 8 Ab t 2.pd 1089'Alf)�'CQi=COJ:A SA B-Ah IWt, Referenced Standard, and Year of Stand Standerd' ASTM E1886, 2012 ASTM'EA996:.. 2012 °:A57ME-330'^ . .. 2002'" JAS 201;202 .203 1904' Equivalence of"Pr'aduct Standards.; Cei`tified.By Sections from theCode. Product ApprovalMethod, Method i option i7,, bate Submitted. 10/15/2020 Date.Validated 11JW2020 Pate Pending FBC.Appeoval, 11/06/202ii bate:Approved; .12J15/2020'; surnmarv.of Rrotlucts. FL# Model,Num6er.ar Marne: Description 3&8.1 Bertha HV Atcordion Shutter Blade- Extruded alumihum ihterlocking'b►acies retained by tracks(top 3 7(Non-kVHZ)=Drwg 46 165 J,an8 bottom)far storm protection, Limits of Use. ;Installation Instructions Approved for use in:HVHZ:No l FL389 R10 I1.DMING ASSA'BLADE3.ps1f Approved for use outside HVHZvYes Verlfled.Byi American Test Lab-of South,Fiorida,'Inc. Impact Resistant:Yes Created by Independent Third Party:,Yes Design Pressure N/A EJaluation Reports. �Otf er.*1*e Missile Level D ,Ma%-span is,42' 3"for 40 psf, 'FL389-Rip AE PER -ASSA 6LADE3 o`cif positive ASD load and 0 13'- far 35;psf negative ASU I&ad the. ,Created,by Independent Third Party:,Yes HV3 blade w/o window blade,5 2,'fcr 110 psf ASD load for, i HV3'blade w/o window blade and 8'-Y1 forb2 psf' 9-11'for .55 Psf,HV3 blade w/window blade working in-unison hiax span, " for`;HV3 blade w/o window.blade for installations into Metal Stud walls is 79"for max.ASD pressure rating of-1.72y-72 and' 84 for+64 64 psf.See sheet 5 for ether spans and ASD pressures 389 2; Bertha"HV.,Accordion Shutter` Blade.1 Extruded aluminum interlocking blades:retalned by tracks(top .; . Only (Non HVmZ ,Diwg 2t1 164. .,. and bnEtam)for storm protection: i Units of Use' Installation Instructions Approved for use in HVHZ No FL389`1110'tj 'Qji,W7NG:ASSA::B 4DFf_per Approved for use outside HVHZ:=Yes;: Verlfied By Arerican Test Lab of South Florida,'Inc. Impact Resistant,.Yes Created by;IndependenE:Third Party:Yes, Design-Pressure N/A - Evaluation'Repotts Other:'Large missile level"D Max':Span is:16,0"for 30 ps:f. . J13.9 10'AE`PER ASSA• BLADEI,P-d . regatiVe-ASD'loa,d depending on cer termates and locking rod Created by independent Third,Party:Yes configuration for the HV1.blade 8'-b"for#64, 72 p.s f A S D 'ioad'for-HV,biade:for Keystone:mountings 7,-0"psf for meta.is;, ,stud mountings and Woo"far il0:ps f for.HVlA,work�ng In unison:'5ee sheets 7 3I,:.and 20 ees'pectively of lnstafiati6n 'drawings for other-spans and P i ressures: ,389 3' Bertha HU:Accordion Shutter i Extruded alurninum interlocking blades retained by tracks(top. i COMBO-.(Non:HVHZ)-be' ZO 163, i and:bottom)for`storm protection: Limits of Use ation-Instructions'Install :Approved for use in HVHZ Na FOS8 R70 II-DRw ASSA BLAb>1 2 g Approved for use outside HVHZ;;Yes-- Verified By American.Test Lab of.South Florida,Inc: Impact Resistant Yes Created by Independent Thud Party Yes: Design~Pressure N/A Evaluation Reports Other:"Large:missile;Max. 16-0",span at 3U,p s f Asp load 00 R10 AE PER ASSA BLA El l 2.Od forBladed and 1i3'0"for.Biade 2.See scheii"ides onsheet 12„; Created by.Independent Third Party Yes 25 and 28 respectively ; _. 0 0: Eohtac$Us 'Z601 elair atone RpaA.TaRatiassee FL32399 Phone.B$D=48Y-1824. t6e,stafe'of Ftorida is an WEEa em id O ` < "' " , p.,Yar C3P_Y2ipht 2407^613-Scats of Piarida:�;i prt'va.'. Statement:;Ackassitiility Statement;::<aelund•Statame.nt -Under Florida law,email addresses-are'pubiic"iticards.-!f you do not WS6 youi e•inad address released in response Me public records roquest,do not send electronic- makto this enthy,Instead,contact the office ey;phone cr by traditionaj.mail:Irycu-hmeany"questions;please rnritatt:850:d57.1395.'!Pursuant to Sectibrr 455:275(2}, Ficrido Statutes;effecrNs C7ctober:1 2012,:11consees licensed undor'Chaeter.455,F5 must-provi4e:tha,Departtnent:with an emai addreas'it they,have one The.eriiaiiG� 'yrorided m'aV be used'foiFoffidal communicaticn With the licensee.Muwaver;email addresses are public,record,.If yoe]do nobrHsh,to60PN e'Personai address;please, provide the f3epaftmenr wrtfi an a stall address which can'b'e made a4alisbie,to the puDtic?o'tetemtine tf you are a I cansoo underchapter a55;F,s.;please ctick`hn_}e PtoductApprovol Accep,ts. r GENERAL.NOTES: 1.BERTHA H.V.ACCORDION SHUTTER SYSTEM SI+OWN ON THIS PRODUCT EVALUATION'DOCUIVENT(PLED.}.HAS BEEN VERIFIED FOR:COMPLIANCE IN ACCORDANCE WITH THE 2020(7Ih EDRION)OF'THE FLORIDA - BUILDING CODE.THIS A}CORDIDN.SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE 20N6. - - - DES"WIND LOADS SHALL BE DETFRMNE3 AS PER SECTION 1620 OF THE ABOVE M8Nl=ED CODE,FOR.A BASIC WIND SPEED REOUIRED BY THE JURISDICTION WHERE SHUTTER WILL TABLE OF CONTENTS. BE uiuALLED WITH A O.REC'RO NALTY FACTOR.Kd.0.85,USING P-RX7-16 AND SHALL.HOT EXCEED THE.MAXIMUM N/,.5.0.)QESKzN,PRESSURE RATINGS'6NBiCATID" - ON STETS II THRU 15, 19&"20. IN ORDER TO VERIFY THE ABOVE CONORION,LCTIMATE OE.SIG.N WIND LOA05'aE[ERMIHEc.PER.ASCE 7-18 SHALL BE FIRST REDUCED TO.A.S.D; DESIGN WINO LORDS, AREA 1: MY BLADES n& BY MULTIPLYING.THEM'BY(Le IN OR/OER TO.CbMPANE,THESE W1 IAW(AS.D)GESKN-PRESSURE.RATINGS MiCATM ON SNCEfS 1 I TNRU 15, 19:&20. GENERAL MOM SHEET 1 IN.OFOER TO VERIFY THAT COMPONENTS AND ANCHORS NNN"THIS.P.E.D..AS.TESIED,WERE NOT OVER STRESSED,A 33 N INCREASE N ALLOWABLE STRESS FOR WIND LOADS WAS,3M USED IN THEIR" .SYSTtN COMPONENTS 1-YO SHEET 2 ANALYSIS:.HOWEVER.A W:ND DURATION FACTOR CD-1.60 WA5 USED FOR VERIFICATION OF FASTENERS-IN wow. .. ...... SYSTEM COMPONENTS 21-37� SHEET 3 BERTHA H.V.ACCORAtON SFRFirER SYSTEiI'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFM IN ACCORDANCE WITH.SECTON 1600.1.2 OF THE ABOVE MENTIONED CORE AS PER. ATL REPORTS: TYPICAL:SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL WINDOW BLADE&WINDOW DETAIL. -HV BLADE D J02I4.01-03..#0715.017011 01004.01-M.J1214.01-05.10317.02-06;J060S.O1-10 AND f0210.01-11 AS PER TAS-201,TAS-202 AM TAS-203 PROTOCOLS AND ASTW E-1B86. AREA 2 W BLADE n1 AND HV WINDOW.BLADE 1nA AND C-1996 STANDARDS(MISSILE LEVEL 0,WIND ZONES 1�,2&3)&01220.01-IO.AS,PER TAS 201,203&,203 PROTOCOLS LARGE MISSILE ;MERE APP1 H." -HV VNDOIV 61A9.(4JOS05.01-Q8:A5 PER AM E-1886_AND E-1996 (MISSILE iEVEt.0,VA ND ZONES 1.2.3) BASIC PROTECTION ONLY AND-5 0725.01-65 AS PER-TAS 202 PROTOCOL TYPICAL SHU TER ELEVATION& WMS ON LOCKS SHEET 5 INSTALLATION OETAdLS A-F. CONCRETE/BLOCK SHEET 6' 2. W&ADEC}i AND HV WINDOW BLADE Q ARE ENn'NEE'RN:10 WORK 9N VNISON WITH FACT DT14ER UNDER THE GENERA,LIMITATIONS AND CONDITIONS OF USE INDICTED ON SHEET 19 INSTALLATION DETAILS G-M,.CONCREfE/BIOCK SHEET 7' 3.BERT1iA H.V.ACCORDION PL'VS(NV SCREYNS),USED AT BLADES KNUCKLE AND Ft*MW FJOUNT CONNECTION TO TRACKS SHAD BE J14x2.75'AND 014x1.75'RESPECTIVELY,410-HT MINIMUM SERIES CENTERVATE DOnLS HV SHEET 8 STAINLESSSTEEL SCREWS WITH M.0 W.YIELD STRENGTH AND ISO I®I TENSILE STRENGTH. PINS SHALL BE COATED WITH BFTETIUA W DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CENTERMATE ALTERNATING DETAILS HV SHEET 9 COATING APPLICATORS;RESSSTERED WITH AMMCAN'SNUTTER SMTQ6 ASSDCTATIGN.PINS MUST BEAR THE HV MARKING ON THEIR HEAD: 4.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AM TEMPER AS INDICATED ON SHEETS'2"AND 3,MINIMUM YIELD STRENGTH FORBOBS-TS-A:1M IS 30.0 WAND 35:7 ksi FORA END CONNECTION DETAILS 1-6,CONCRETE/BLOCK SHEET 10 6005-T5"ALLOY.ALL ALUkCdE7lA EXTRUSIONS IN CONTACT WITH DISSIMILARk ATERA S�SHAIX COMPLY WRN SECTION 0"OF THE 2015 ALUMINUM DESIGN MANUAL MAXIMUM SPAN TABLES SHEET 11 I ANCHOR SCHEDULE- CONCRETE&-BLACK SHEET 12 S.ALL FSHALL TU LY W1 FLORI BUI 504 ON 318 ATI 5E2411'OR CORROSION S7ANT COATE6.CVkBD17.+A'IEEI..rK..s'Ff£R ffHV 50018 WI1H.50 Imi M$N:YTclh' STRENGTHi AND BO kai.MIN.TENSILE STRENGTH- ANCHOR SCHEDULE- CONCRETE&BLOCK. SHEET'13 AND SHALL COMPLY Wf fTDiBTIA,BUllDIN6�CODE 5cwTI0N 241f5.3.4, ANCHOR.SCHEDULE-CONCRETE&BLCCK• SHEET 14 6.BOLTS 10 BE ASTM A-3G7-OALVAhTZED STEEL,OR ACi7,304 OR 318 SERIES STAINLESS STEEL WITH35 W M470MUM YIELD STRENGTH; ANCHOR SCHEDULE-WOOD SHEET'15 7.SEE THE'FOLLOWING SHEETS FOR ANCHOR SPECiFTCATIONS:KV BLADE( : 1213.14,15 AND 20 INSTALI:AIIUN DETAI S:M-R,WOOD SHEET 16 ETU,t31:ADE(D&g :WORIONG IN UFiKON:i$ 13 k 15. INSTALLATION DETAILS S-K, W000 SHEET 17 END CONNEC'TEOW DETAILS 7-12 & X, WOOD SHEET 18 B.THIS BERTHA.H.V.ACCORDION-SHUTTER SYSTEM:BEACON A U.S.PATENT JW770,862.COMPONUN'IS Of.TINS APPR(NAL ARE COVERED;;IN WHOLE OR IN PART BY U.S. PATENT 05'4581179 ISSUED TOE STERN" METAL SUPPLY,Dit. - :.. .- .. B.IT SHALLBE THE RESPQT4SStLIT'!OF THE CONTRACTOR 10�'EtE#'!TFIE"SOUN1k)NEiS OF,.THE STBUG1ThTC WHERE S`ii1fTTETi 4"i TO; kTTR<lp FLY L'NSLIRE'PROPER.M040PAGE.GCN(TRACTTTR TQ'.Sr.AtfCALTl4 ems.3 HV 1N)NOOdI H( €TEW�ON ALL SHIJITER COMPONENT:EDGES'WWCH REMAIN,TmRU FASTENING IN:CON INUOUS CONTACT W"THE BURCJRC LTQ PREVENT'WtNbrRAu4..ltN1RU5".G`N. "" . - TY° .SMOTTER;'E{r�/AT10N: SHEET t . 1M EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE IYRH'WARNING NOTE.D11RiH0 pt7Nf17A5 OF�HURRICANE WARhNNGS HOFDC,OWtRER TENAth',�OR OTHERS.MUST 00PSRL.Y CLOSE_'4 KY AID HO .I. .. CEWERMLATES AND ENCACE OR LOCK-ALL NY AND NO.LOCH _ CIQ •BLADE 11,1 QNLY 51C1 11.SIilNT1ER MANUPACTUFffiR'S LABEL SHALL BE LOCATED ON A READILY VLSIBIE LOCATION AT ACCORDION SHUTTER TN A.fil.OfmF{If.£WPH. 10N 17[i9_9.3 OF-FLORIDA BUILDING CGOE°ONE iA9EY.31N1L(�:�: INSTk:[AFDONAIS.�ALSTUD WAILS. SHEET 20. PLACED FOR EVERY OPENING,IABEUNG TO COMPLY WT111 SEGIIO,N 1709.9-2 OF-TMF:,FLO.wA.fiUuING CODE.- 12.BERTHA HV.ACCORDION SHARER SYSTEMS INSTALLATION,S1K3.1:COMPLY WITH SPE6:�ttNDICATI;N7 LN=T�55-OFNWtP•'G PLII5 JJIY BU%�7+NG AHp IOt/R4GNi�CIiLAT10N5-PROVIDED ETf TetE+AJRt�iC{tf2l " PERMIT IS,.APPL'ED TO. • - :,. 13. (0)THSS"P E,D:...PREPARED.IN THIS ENGINEER IS'GE0.1{RiC AND DOES;NOt PR04FOE ItTr`iJl?MATlO�mR A 5ttE;SpcfaF".D PRt11ECt'im HNEii£YF4E_STY,C¢NDIRDNS*DEVIATE F12C1M THE (D)C11Ni1LACTDR To BERESPOHSIBLE FtlR THE SE'L€CTIOH,PURCHASE AND Ih57A€.E14T1DN,,RNCEJID'43 LIFE SAFELY'OF IHIS:PfttX}U0( Eitv5E0,ON tt85F'.E:D:.PROVIDED HE/SHE,DOES FAT"DEVIATE FiTtrifii!•iil' TFII.S' I5{�1WII,.iG SHALL ONLY BE:.USED TO 114E CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE,CONIRACM'S RESP�.S:"BiLFjY', .- OBTAtIV'PERWS 14' THE',STATE OF FLORIDArv. (0).THIS.PLED.WILL BE CONS OERED INVJd.10 IF ALTERED BY ANY'iTEANS. . (d)SITE SPECM,PROJECTS'SHALL BE PREPARED Bf A FLORIDA REGISTERED JVNEER'OH:*CEUTECT WHEN WIL 6'ECOME'T1E EW,2NEFR Or RECORO.'(EO.R.):FOR THE PROJECF'A1N0 WHOIWTLL BE .... RESPONSIBLE FOR;THE PROPER V5£OF'THE PLEA,ENGINEER OF fEECORO:ACTIN&AS'A I2EYECATED^cNG1NCEFt..1D Tp`£P.E D.RN6I.NEER"SHA61.SUBAIT;TO THIS LATTER THE SITE,SAECl11C.OF;AvliW'GS,F'pt8,'- . REVIEW. ..._ (.)'OWGML P.E.D. SHALL BEAR THE DATE FAIT ORNCDEAL SEAL J,HD SIGNAAME OF THE�PRCr-E$WOWY.ETN6NEE2:t RSCD¢ND,T14AjT`PREPAFTEO 7:'' - t RbM DnNA OUR=:CM [iglT Nloh.Y�foclLy,HiRre 10 INC. A: � {�p,� UPPUY \iGEN �T- Accordion shutter stem �� �.� LNe �� :.rtFiv. i'"YJfCbjo►cV.. y.. _ Nn.441 7 �araDt�+innE American Shuf er Sysfams D�caa_rswH D,as rumwn m: u.P TTLUT TESTING& ENGINEF,RING COMPANY •t°" E.156 N.ti,.xra M sI "soA,1+tzr+a rrAceia,F(DkIfH we Jt'19LT4)Of)On1.. 16c. + I OW'-IT-t07 ..l2/2m ,0ATE�71�2.2D24 s p, unw a (ssa)arI rsro Fix:!(3os}8TI-153I 420 Weftf padg �ITJL x.' STATE( 4r -y E o�mo nacvoc Gam (Vest ?airn 8eacr.. FL 33j07 a URAVNING No �'.p ZO WVN.W A TLU`Tir"P.E -�sQ ��''hA`,SS�t1NpL C SEA _ I rnaA c s4N8T L StCNATUl _ sI, �; e SHETTRCDRTE OF 20, { . 3LIMNERSAI 'Ftd}IiTER . ..UVEREi7,s3NJEFi:'ll5�'AICNI. 4di1?9: ^✓ .. QUkL,.s'Tr,£ST FOR USE SLAD Wl .. . /' ouAuflEtz}taiR use wf xv e1h0 ;i,c4):HV DIRECT'klOiltdT flv.9tlmE�i 1 HY °�tH�QW ���f eCQS-TS CtsaY:AM1[7 TEM�E . OUALIFlED'FOR ltSE=;W( tN 6063=T6 klLOY AH7 TEMPER 5 MRATlOrS Of USE CFF BLAt)E O EEi T9 BLADE,I; u:dl:i:i7v a '., S 4¢S Tb a TEF1P •. ' "fix ^i,„ (� . � A.1;........c iP7�, a 8� 't.._-a r €i aq a ouau,+�G FCPl7 usE,w,/,:yv,. ;. :. HY WAI K—OVER'tRACIE:.: a . �,tfY=ADJr.FLQOR='TtZA K. -r-Bum 1 i•: aunu l'a off.u E w/ riv._, HY INCH TR C!< CUAL�fl ;.FAR•(tSE TN FtV ".' - y6063_16,klLOY a,i6 TEMP£ .. � '. _. ., - sasa-T At it TEMPEa BtF1�E�T;t (Y " {t. F4V,RA RD .,E4 4DE 4 PER', " Y►7a6> n &4b3 *b F OY at7�TEMPER Or2AElf EQ'FOR:% wj HV Rj3 +azQ_ MPE ^ sa3 rr ' sss B & nea Y A. 1 5 V- Le ° 11 ffW CEtLl1Vf3 HEet1ER .` ' 13 �tEs Ct;ii h1G H Ab�RISi� � - 6F7Gt1 FOR tiST:.Vf/ NVSf:dDE T OILY O8M8.SF!£T3 Fl7€F`E15E„w .-lV B'.AOE 9 ONGY . sos3-Ta attaallo TE1�Pr clLutroTz:usE 4vJ B(Aa ' H[t W�4LL FIEAtfER StLt SEE SECt1ON5 FOR VA(163TY TsTtONS FOR V C}LIAiiFBEiT FO USE Wj Hv eq¢3 Ts�ItitM AND,T14M 4F .r .. � ¢tl LMPER �.: - Bu'+0>" glpNLY E T MAGI Y AYi.[ t Cd7dPOtt 7r F8 4 4 _ ( 4 t � s eLak�urn ClhpRLF� .( vvAUF1ED rQR usx w/rtvz � MINUM AFf6LES i5 zs uV o�sa c+90 kv AEg eu of i{1 aUAu w oY 6ts�3LWYA~TklaPtrl v L 7EM MAX tizlai aC -i�6M� Atets. PL - . _ R �.. BuLso.CODE �Or, .�{gheloaPfy a}fur cane Gone . a�a2g TeTECO.mc � "d"'�EAStEkN•6tETn1.SGPPLY��c TL- Ac0fd1biti Shutter--Sys em s +� I N G YI OB II. S f;Wf OR ik/O KV tilhit7*BADE. Na �1 r !. G 1 • V' . ^ = T!L<#T^TESTING&EN0114 ING COMP N', f111IflftGdh Stlirt#er Syf{8tTt3 na edseatTvnma ictuwr,a raP - aass u,P.�em .'acs u As9=ation :.Inc , a_aa7-,ot jalmx4 slxnso vw STATEO 2{?/IC} Fi mb (u yisrr f�xt ro. (�sje�r rssr M17fit3,Nasfrt�Cds;07TYa: y-µ� P F wmau._du ffadrm -SYe t Fgirrt G�rticfi';PL �3Y07 S. OFsAtiV1NG No ..toca7 a ;- -- -� Zd6 s GC`y ahZtR a n ur h of ��'�rs� kAI $`�.S JS!`WNAa,Jlt�/3A.1E' reagfay t� �;dAi67 6..::f �fIB QF';24 .. r ...1Dt71 ... i!4':7C GCS... 486C E6a34• EL 9y,'Fp s14:-2tl {z � ,ra'os� e U m V t crKWN *c. o wag. :. :J. cnmm :NE r as Od - -_ y #2tl HV-GEM�'ERt,�ATE �`• .:r C '� � #�`•? HV: LQGK � SZ ' -IFr R OR USE �t�f HV $LALE�dc?R LY At BY FL04TINGli s � � Hy, EGRESS L� 6083-r,6 ALI,.OY.Aw.TEMPER •QU IED F.OR,USE W/ HV 6LADE�1)& 1 ONLY . ° ' ,.� 3Dz3 ... �, .. $7$ OUALIFiED OR USE:Wf OLAURED�FOR �UUSE WL HV { 6J63-T6 ALLOY AND TEMPER �j j. BADE 1 & ON ALIFIEO TOR'USE W/ HV BLAUE.1-.GAtI:Y; I BLADE 65 T5 ALL 60 k 7EM E - r`TV.a#C i#:1•£' i # s 1.756 92"1:. 4045„ fiOlAFSCRESyiw J.- L AFTER RIV�iNC I�.t�� r rob N vs b< e M _ S t�4'� 20 x 3�4' Nr a R1vET 1Ao4:R o I ra. ac; rr s ,— " ✓ S.S.---THUMQ3 REW .T 4 s3-2t3 R YNUT 6, N _•._�� ° L.._ .Zix �' _ F 'k.°._'FacS 9M±ALLW ICAO JzvJ4-ta AUV6 LMIt :FLANQ THIN eY FwE'L PEdN +..`_ t`RChIT SLf*H}MW. a p _ 'GHJtRt`F'}CtQNH;",Al-pPW.t4;!i JERSEY VO2A UNI EQUAL. LOCKER og `!T LQC IG NTERM TE- QUALIFIED FOR USE.W/ HV BLADE`i l ONVt � HY FEMALE'u.T' LOCK_CENTERRlATE p� LG #0;f V WERNRA TI EE LOCK 6063-T6 ALLOY AND.TEMPER - QUht.{F!ED FOR UAL) %V/ HV QUAUf;EO FT}R 65F;:tY }r7'BtAD-C1 ONLY' QUkliFlrD rOP:USE W HV BLADE I.ON Y:'"" F - / W/HV�.BiACE[f,J ONLY.: BLf Q_-IONLY. '6063-T&AUS,DY,,AND.TEMPER'' ALLOY AND TEMPE .. .. aa37- � � nek E �H 1Fnea:B'Y!3?ti - 214 ,.- 31 fJ R Wq GEPITERMATE W/ LbCK G ROq °o a OUALFIED F70R 15E Wr HNV:6LAper t;Qi.N QUAD D FQR USE wt(iV BIJ t}E;.t do§)A.' _ F09' 6C6--�s A :- Elt .. NE} GENTERMATE S�lRrtSlRRT�.,_� I z ' .�. '.ARI 7 rrN �...,. .. r 7ZEW ""... ,. FOR; W/ '.. .;. - sls.�s-sa'ss nz`s!s-a-ee _ �56$TU� FfV 5iN�' rt OR aly tYllsl.clED FDR EasE-t&/ tN GLAD , " .. �: . 4" —2t .4fS1`.344'- er-GoiT Awt*Am MORnsE tm_i sbrl€s:2_n >tco#s 06i:v c • 8063 Ts4u.0r At�D'1EufFir F4V 3Y8"0-1f3 AGETAL _ �L.1✓ 3 7ti57AE1ATt(Tj1=1fILL REflU{RE A 7%t6'. OLF TNUMBSGRi VYS FRIES S,S. THUMBSG M WALWIFT; FOR usC vrf tTv.BLRtiE�t}b ��, I LLE6 AT.'FRAt 6`S'FOR PRC7FER DA!ENT• aUALtFIED FOR.USE W ifil.BIh C gUALI£IE4,FOR.,USE W/ HV SL40E f�`. FLORM.BUELMNG AW .�GTT HfgR Velocity. 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CEtVFEfiMATE` 1, -wow:ii " � ONE P1.TERNATC:.FN'"T'I:OCaf LtaY>:9�{N5T ,SN UEU dF'NV kaCKS,: OR FOR'ANY SPAN AND IIV�IALLATION AT-'ANY�EIEYAAdN"AL T&L a Y 0 SUnW., AN iNiS r QU IQE LOCK AIT'ACNM£NT� OF'LOCK INCLUDES Lt5[NO-P414FORCIND-L Q7,: ON'SE�dAON•NYG �ifET:9 WNI6H;:d1U5F 6£ m .:: i CONNECTED TO CENTERAEAiES tEY Pdi(S Ylf�,t/4 f 20,,.x t Z UNC'SS'TNR,0Ik E 86LT Wj -'. WINCH OR W/4/4"b '2O*1"5.S S,64M A 1/4 Ot . R9:`00K iAAY:6E TNSiA43.EE5 AT A8'DSPAN fJR tY 3" : MMMUM.ABOVE,1Uid;BE,LO4V'IdiO$?At LPG OE TWI!LRCNk7t+ROOS j'TO�`.l¢ND.,HOTdA4 'd6Ai=tDATORY '. _ j,. ' s i £ bNE ALTERNATE.}#)LDCK{73 MAYBe.oSEL`tf+.UEU OF. 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J � eFicci'oc�ai cnr !ne � 'v,.x ��f7-t e; Iz1 zcfc i �� Lazo STA ` r- E^tsrn 54 E roi.�c iaa^Gaor� 0.5 571.t@--3J. : >F'� fri Mir v . 3.ziCtlfB- •z - r sue kt.41LR.� vmcssA w2iert'na,accazaya{s r t Q ESL a kxrY�V t 64 �ftJGirN'AI . k ,ca ._ . wE_0 •20. SEE_END�:NIALL CSJNtdECTtOy n�����QJ� SHEETS iD 18 stc tags QN� e t:cD55Q` Kv3 �` nn S:.i. I ML?it7kIR8oTE HV[OL1{C90T7'SniEY 8 ouT sa:;� IN EMST 6€ s: INSTALLATIONS Wf 1) HV * EE I Ri lLE 9.k'�l KIM,16 is VHi6_fCA J6.L BLADE W CENTER ' ATES . _ € Oil -2 SEE ENO'w caNt cnaa . ,o © E<srccca�s oETans oN s � :� � :_ �ace3--a�uu'rT•rrtau•;:, : - AlJGIEw l o'RFLQ#11� ,`i- _, p .� .. C A7 5', CENT�ETQ�`CgL Af1CH me^nc ow,: ER TE5 aatN.:sE_ H: 4' b lu+sla s a s. 1z' 4 (alntca/z-.glA:S fc7`tic,. .E ...: AT iec t: q {5EE SL7tEDpL 35 UT g 44 �°'�, `Ll'"'�'�•pa VA - a�aQb .s "`l"J`�°t' :P. R 7 �CXklORE1F�gR �•T .. ._ �Li.4'•"5 '9U3rt4 ALE $STIMM 7 •��� :CLPSS -.e.� 4 IN'' xti !Vf £i l.Q&k PnoNAL t3 8 LAIN. SEPARATIONS ...- TO GLASS (s,EE swEDULE ._.I_N QAtN;Nµ;• l': :� f T^-.{NTFRI i ..' _ {.--�--�'s" j• ON SHEET 1Q .i, .. (N,iFER�RI d�'• .i - IF W € ._W............._..... . :,y �16 1J2 rMM:SLAtx o T 3 ' ` sEF HVE ** HVD .° _ . �.,., �..:_.._ �FLOi�DII'Bllliltr;CiulE Hcn':Ht h ite►ac.t .HurricQne_Zone a``a��cuit4i4! �� ���'', mzGro TLTFCC a�:-- MET �R'� �tiozo a> svwPur;' - BERTHA 'Acc dion Shutter;3 stem N rt+ +�' if; , s, rl w/n uv �aNDax ►�t3;�4 1�i7 - f�» nertca k TIICPT'TE51,NG derEf3rfN£ERING COMPANY �. i6 ,SyBt�tri t - wtc t-Awj,ar.2/zozo 3 au ttcrwa JA „sy T asta if.+i::3sA.sr.g '3D5 NaBaR+aa=DVis.FWF 33t Qti t1• itt Ot.9 FYF?". qz 5`r_t b E ACsdYleytlluods'Craver.. x (50&}WY i53a RN'':(305)57i-1531 DRAiH1k N Or �G'DAl a mba ta+c�woo�€wm Went;Potm B�6fiFn �F 334A7- s. F� rt�4 A wa,&a�a�1s RE a : 20_ 164 li€AF N� �,`SEALf5E ?dRTURE�DxT€ �Lw tw f 441s7 .SHE�ET,OF 20 ALTERNATE WZHv „TI, F » „ LbU CE E LOCKER$, Wj' a HV._.BLAbE , �Q co errtae�FTl�119 ON s rs-+o tie TA TfOPt 1 l ouT ,:f fti ��( � dENTERMAft Sf C33�' ( � � �N �. i € j /I scet n,vTnw.n a,mp S4 1&E®txlin:116 . j..i ( aa©-oab V IT�C.t,�6 Gt,W�,4{fS.kYT EtGED N,N.lfi5 AC,F7M,T- .. i tt f � uctl:rr�c iws �E1i6 W L CQ#kaR"TOGN.... DEIM 2d f(a'm'2 e f ' ALQE N )1 t11 TAPCQI �( j � '' � -� - E �Xk -} � _•:� (.W;ml/r sus.to noes ila.i(s•sus o,z• ." .- -------- —'-------- - Ar crR rxat bTPJe :E. f ) } _OJ..:FLU UN6Nf. r Na 7. PINS wAn LOCK'(INSIDE). F 5 CNn r f ntx .. .. _.-. OUT SEE rio7e a rare IW wcKf .r ;'4Y%1 7/8"� x 3/32" WINGNUT. HYB. �.C1E1T �. ..: r DCR ON s EEr 5 *kV "7":LQCk (Qi7TE€DE} S E t6i p (AT01i F4 1 IS - AS M RJREW.PAMsY M7@, AS FMntifACfIMEtl BY FAtl QIEHNI' e TEMOFNi PARSWPENY.f k IgRs" ! a Eanemt names77, wancCl rarar rm m o n . Nmq tqK uL TfRSET8rR5 R9iKYATN+,vm SADi',Q FLUATIN- STAGK, Nd€s:Nrhh° sitirrY'1[�tiacoe�=Zone- i1 jj1 ) wr 7ui(sx +ter ��a2o Fl45tEF€N kEbeL sgP$i_r,•i^Ic 41z, �c ri an hu d S stem �� EC 11cF ItC ':r _;�3,° �v. etncE�r,w/aR w/rx�.v a,T�rrr aADE �� ;Artterfeaa Shutter'Sysfem „ eEsecsnaN can oA,c M. 4,P TjWT 7[S:T1N¢ &°ENGINEERIKO GOftPhNY it t f '9 ' nns hw ,nc sc sea ,Qa msece aweeeax r[cauu sale A880cTatlah:: Inc r, elQ ,7-)(k? f2 4h7Y•, t/21 024 ,,...q $T'T�e PNrr»; {srajg7r )a.7a a r+ sc?Y7 rr• - 42u8`'hext 3tl9':6r rE� x �i tt, r oa:;aaartscom 'Weal11 , Palm Beach Ft %yQ,e �EIRI �` wurra a rn"u'r' D0 1 84 ����Hq 1t7, F�{. Fu``SF1�L/SIGN?UI'E/Dl7E ctoxma;um 0 4410 s FOURM CONCRE E OR PM tED C7tSGtETE W:UREO CA117'OR . FCU cR"Y�COHCRE'E 'CONCRETE BLOCK w i - - _. _ -EC xr w PO1kxE0. - �1 BLOCK WnIJ..RE3}uttt?D OR'CCNGRETFOR ,I" RELV1tREB- - f MOM a:E REOUI iCO f 5° '�r a' EXIS(1 CLASS C%1�1tFK.�'LfCi CONCR''E FACF,aR . r Dt9nHG CLRS� '- • a 1hN, ..�� E NC CLASS , �) >'' ,'� ,;" �VFL BE Plbg70.'J F.; 2a Rkw'Ltr t_:- .�` .sc�E tts ON Sir I cak FdNN1L i:� ��`h � �"ID CEhFS(�`-`,' ` �,: - �YT-('OFf ffiI£4i.QTK4. -,.•„_.r.� '+ i20.'AY�51$'27. , i� ,.a"(' FII. y'� ac7'[TA.S�7H..5ffET' ,1118"Y3-M.F CN Sl'fE?-.:t9 Kam' `- i I�t iO A,� +.r'fl 5}ES'dA.E dd SEii :. ... RR SLAG(DshC; (6063-T � it FOR 6tA'Emaw (LOCATE t3 ,fiti SFff.Ei 19 iro-t CLOSER 4 tO(d sr'sLT is FLec EITHER SIC[-k;..7 g 5.�&,� TE (LOCATe' OF FR 1 1 ;} .. AT E.77N+ . aE' tdi,14:..t `` ..._... . OF t use v rj MAX, l I t t10z;f"S.MS._ i t; ir£ CAS AFPUSYE;L.) 110.1 1G3O-G •� _6 t8"O.C. iv .... 41GMIH1/V CS$ f `�T .._--- ._. _..�. 4 f .:ay 4 ; (6o63 SB Ai+O�'} 4 --�,.-- E _.*, (2)tf4 a TAr'CpA1S AP N,5i TO +. Ar ` sS cow MnON oL/l '0 OR � Efi ER s, X(7) 001, E (D OR h a sexy tart : x r�t OR �+ 'To'WICKS ' sloe ccanedTON _ ® ® 010 ®"6 ��: SEE AlnEr x rcR i I'C . ®©Q�q w tnnaes r I - � U 'Tu Q ®. �'�., smE T :IR c O Q Q�•���•�C3 Q�? � €�43�•�.to a �a 'Q ^ ® END- C611NEGTION DETAIL 3 ND GONtdECTiON D®AIL 4 -END CONNEQfl0 DETAIL` 1. CiI[dN£CTION DETAIL O/ O GLASS; R"ONGRETx'BtCoNd�7WE.'.. t C? NG:- .t ...r+ ._.—.r a�'. _ _ ...... r' EOiH 1 -.) 3 uEouEv{}NLY ra?srAr+s cRBATER,Tww ta' B r .m)-SEPAwv. p 74c J2 - 1 ' 'F1tXLEff.'6GE(QIFLF r G E r%. \�''� f2-NI"r, t•'irn.ut � V 1. { `�_.'".L'.Y„'.LM :. +'- •.�+EET,9 Fly{- NdR to "-kOR f.., .;CoNCRETE...._. .. _ _ S Ca be Q�. 12 OC.% .✓ ♦ f�1 - 1�fd ..1. s �, L11`af-T I9:PM. 13 OHQ 2'MIN r I aR . r�R CC Y - ' IEW :: ; � .,.., eetar ora SHEET,:�. aaen 1 uxtc # i� ' . R (�OR (9' G�=3�1 :. POJ4�_tt CaNCRETE.:OR -�--_. d` �� 8 SQ, "- ----• - d�, Ca® «®' � : ..(� d� m. - 'GONCRETC BLOC!4 Y?PLC.. - _ w ..,. .'G:r.�. �f as L-.6�. y�,¢l� l.f:�tm.Sn..nTIOIV .. RSOICREC � O•Q• �U• to. r1"�HV..BLADE OR 2k HV WIND BLADE INTO �. �fitB3 _ '� ' '�" CONCRETE OR CONCRETE BLOCK' WALL. END CO NWION L7ETAIL 5{�; 'Q d ® C}. END -014�CiIC} �Ltl: P? fOMA BUILDING'CU, Na"; L0,%408(y' Nur mane 8aae, _ Z 2C20 F.A.-FERN METAL SOPPLY..INC. l�„ m�>0. tEtO,.t ' rt Accordion •. ttcT to = No. t,v e�aar' ev ��Kv;�r�rnv auc� TILLIT TESTING &ENGirV6E m CQMFANY gr16C(1 $htifler SJ/9fe _ N ce lc—r," cnu !0"* , UJI .Ain ins STATE Assaclatian. Inc. ,".. OLD tT-to7 I%fzl20as : 7 a z0a0 „•p 3.. eznHtit.sa,x c1 5u:acs Z7ru;:.sal,-V><Z'II37,ntaaai�l,a; k Cx�e (o y6at .tsaG Fx :{sas;ayi-+sat 42.6" :Wm4tro,ads E)r ve. a ORi i� �'r4r o?FU 6 j4,canf 'N'esf f?4im Becch. FL 334ff? - 5 13TTrtiFWNG !its S':GNAfIJftEfftT[ tAi tp a�iai s . 'SE�ET—'6+ 'SCNEgttLE �'t .,.._.,•'.. . SCHEDULE,#2�. . .. �HEDULE d'-3'. MAXIMUM Sk'UTTER SPA.N'I* L-tw' OR 'L MkxjmuM'SHUTTER'VANS L+ IAXIMU4i SHUTTER SPAN* L+ (ttr, FOR INST LLAtIONB'-4i/ MOIL OR.'L ft 'MR NSTALLATION LEGEND � S: t^EMTEMATES �Tx & or w pr ( ) .}R','t;-' (It;) $ISTAda 71pId5. �� .. -•-'EA' @., �. iN4TALLA-noNS W/�' 1 Wr.- k K S e r CONCRETE'& .W/ONE ff V LUCK &6' t� ur, .p;' CEN ii•1CRdA n '.' T W000 (I) L+;MrJGUUM AU.C'NABLE SPAN FORA GIVEN _ -POSIlIV.A.5.0.DESIGN PRESSURE RAMNG. Nt3:LOG( 6 W/'N0,LOC'4cltVt RODo or ONE_ LOCK 4a or or, Wf:ff MV LOCKS MANSORY n r �k c '`a,",t7R tY,! f4¢ LOC!<INC`:. .t; WALL :A. 8. C. D,'E, �M N 0. P; O,,; AS . OG°3GhOPRESSURE pRaT NO N FOR a crvEw NEGAirYc'. CE:NtERatATES Y 5.�.Wf {`,t{E ##tl"."( k4r 17C3:LtS kNvS�i.(tGa. 005:, i MOUNTING F. K. L R- S, &i!. lQOY. WfTWt L'tt;kiNO Fib TOP &' (Sa N3TE3 i ih) i30T1OM."E5F_c'"NOTES ,'I't'i .. - (VAL 'T1NFi OR CEILI t2) PROCEDIME To OL'7ERMNE MAXIMUM SPAN FOR CG.M IS,:.'•8 VlGGO$RTN.(rYkiiS `: ' cats ETE:a w10.w � .0� I �MOUNTINGNC J , U. & X WALL MOUMNG ,OP/DO170M)O ,OOR/(;0L€NG. �sh+u�. SFR.Ti•t) C 4 S !T R FZ ix ' k4• ,t `1 "-. Asxvcn rciSThjnot,IA O & M I GIVEN A POSITIVE A.SD, DESIGN PRESSURE RATING, Ii. T U W wk. 4tzv1wG MLmixc' DETERMINE MAXIMUM SPAN %+'FROM 5CHEOULE. Rgto+ ' RAfitC team /1.COR/CFILdtC ttOfAM117aG r f'1 JlBiNC. tro l tt ogMfcY51RG ikPu[�7ry, fn.e.r.) txt - _ GIVEN A,NEGATrVE A.S.D. DESIGN PRESSURE RATING. IKl - DETERMINE MAXIMUM SPAN"L-'FROM.SCHEDULE. L c {R7 V MAXIMUM SHUTTER SPAN "L+'OR'L.'FOR "rG'. "t6._8' INSTALL U)NS INTO V10013 SHALL BE:LIMITED TO FINAL MAXIMUM ALLUO;4BLE SPM IS.EWAL TO THE ,05 psi.A.S.D! DESIGN PRESSURE RATING. ...._,. )ELYIMSf DETERMINED SPAN E�LTIYEEN .+'AND 1-'. 3., f4 3O s 4 t0 , 1C 9 35 id 10 a.Ia IO ... 15 2 tt, tKP' 4Q 33 tG ( itl f4 2 t5 2 40 13 10 g..7S Ib 40 S42 1 3 PRO CEDURE Ct?EPMIHEMAX7MUM SPAN FOR 44.. t3 t .� 1 1 ',3 4 it 3 4 _.;,` i3' s" I 13 f ,43 'F.3 4` Sd.-3. .� fiV CORNER CEN7Q2MATE.(T3 NAY 9E USED AT.tiL.. COMBINATIONS III SCINVEEN WALL MOUNTINGS 50 I 3 { 2 8' 2 d iS 7 50 t2 z t4 5 $0� t? 3 73 l 'MOUNTING INSTALLATIONS.LOCKING SPECIFICATIONS W/FLOOR/CEILING MOUNTINGS; 10 .12 1 a 12 it 'S5 tt i0 i. Ii 90 95 1 a. #) 1 'SMALL BE 0.S'INDICATED ON MANDATORY CONDITION 02 I =.. ,....y :.. :.� .,„:, .. OR A GIVTN POSITIVE&S.D..DESIGN:PRESSURE 6O 'it .°::.... 61-4 i I 7 i,.t2 4 56 f f 4 i !1 4 tiG 10 .2 10 tl 140T£#8'SHEET RAT NG: - 65: lO 10' fD O 9t Ct#'_SS as 10 1O �.SG - -IERMtNEi _. _.-„ - "..•� `Ll•e MAX.SPAN FOR WALL.WOUNIINC•INSTAILF110N5. 7Cx- D B�''4 7C 6lII 4 71' 61 - 70; E-3" v.q•. _ .. .. _ -y--- .L2+- MAX.SPAN FOR!LOOK%CQUNG 40UNTtt4G. 7w1 3v J" I t0 1 tO^4 Tt Ti f 7b 70 I £7 vs ill t -"- 8'"BR. EXCEPT THAT MAXIMUM SHUTTFR'SPAN'L+'OR INSTALLATIONS". 8O 9 iD' ?Y tb 16 tX t 70-5 8E! - g 10 j.:9 10. .. ~"L AND,JA t i]M A.S.D..DES=PRESSURE RATING TUR . FOR A:CJVFJi NEGATE A.S.D. f)E.51GN PRESSURE' 55 9 a :[ g 8 9 ° tit0-d R$ get S b .�If INSTALLATIONS INiO CONCRETE OR CONCRETE BLOCK RATING:. 94 :r 9 J jt 9 S '� 5 € S_0• t 5O '3 3 f` 9 3` UMITED AS FOLLOWS: MINE: ,.i V9 2 ( 9-1b :� 95' $ O - B 9 '1- CONNECTIONS TO KEYSTONE MOUNTING LCCRMAX, 5PMd FOR'INNS.MOUNTING INSTALLATIONS. 95 9 0 8 g 6 4 1 B' 9 D R 7 SS7O 8' g LIMITED TO +64,-72 ..L D.8-O, SPAN, SEE i FOR F1COR/CEILING MGLRITING e —.-- 6 OUNTING®.oN SH.EET 7. AN ¢ 105 is^n GAX,SPAT . tNSIALtAPCNS Hf _.. ....„m.,.. .. __ _. 15.TM� 8 2 �t ~-,,t} c U•-t# • S MEtTIAI,UAfAki7LtYhABEF SPAN 19�E4 p-Tp7�TF1E E ATi N TQ: GLASS SCHEDULE 1:Gtti a-G 8 9 8 2 f a 9 t 1^O 3-D. .4i._y 1 ,. 125 7 tit 8 8 8 0 s. 3 1?5 T 10 # G 8 (4)rO:rO N C?i0 =54HE0VLr'}RtFN FkYAL MLktfd itd i AdL,tT{tABL SPafli Rt10 NEGAIIVF A D DT:NGN ' 3'J 7 0 a S "t t6 tl. t - 7�0 7 8 6 3 _ :"� PRESSU;?£RA' 'Jr";TO DETERMINE WQA WU141 A,'iC4iOR t i v a z 7 e } 7 y 1�s 7 u 2 WIND ZONE. MINIMUM a�acnlG. 14tT r g t s 71 7 7 r s , -- f46 "a-s �...3 1i �ASTM E-1996• + SEPARATION 145 r a 5 7 3 14� x z 3 a Tf1;GtA55-rw __ 5 7 . ts� 7 D a 5 5 7 z s s 15fs 1 TNRU 3 r EXl 11 f t'"s-7 1L1s :.. - _.. , 10, 170 4 9 9 B 6 G 175 O r o s �` 3 10 1w -6-C < 8 185 6 a 4 s 6 `105 6_g 4, 6� ) `I/ fr .: r .� H�� BLADE 135 a 3 4 3 8 5 y S 185 µ .; - 4 3 :,.._. 7ixs 8 Lt .; n 2 b A 5 ?CXl < .. f _. f fDA B �DI�IG'CQIIE N6e, Agh V»tocit :l8uericon�.Zone f1f�//r,,,/ . 1SlTECII.f!'C. .. 6tEFAtr SiFcPLY,"NC,.�.. l // o n RM c&o 0 =-ry �. C .t_i �. 1� ■ t tr. KV #1 d/OR/O,R W i n' No t�i�- can Stetjffa� S�stesltitn ` 71{.L1T'TESTING.& ENGINEERING COMPANY :fill oscxuRGn M,E Isr.>vN.l,ti'MrJXV.l.c: " sTI re-.w.as n. L ste.;s� .�Rsra+:.c+1mFJas.nomu,57srs �>�OCCdR(611...119C.. I •OLiI.17-tD: tl2/102.4a7i? 7IZ12020 y STA OF Piro:n.. rsa}s77a3x Fnr;Laos}ai#-1s31 b263'W6 Gca+ai•Dr7vl 2 9 . uaro�ca can Want Pistm El nch; FL 33a07. _. 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