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RECEIVED MAY 25 2017 Si o ofes sionale e _ 4 .. p ..r BCIS Home �I,Log In I User Registration 'I Hot Topics Submit Surcharge i Stats&Facts j Publications I FBC Staff , BCIS Site Map Links I search bFlolia. r Product Approval I C USER:Public User d � Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL389-118 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 2 Evaluation Report-.Hardcopy Received Florida Engineer or Architect Name who developed Walter'A..Tillit,Jr.P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By John W. Knezevich,PE ED Validation Checklist-Hardcopy Received Certificate of Independence FL389 R8 COI HV ACCORDION CI NONHVHZ.pdf Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/29/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/07/2015 Date Approved 06/22/2015 Summary of Products FL# Model,Number or Name Description 389.1 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks Blade 3-(Non-HVHZ)-Drwg 15- (top and bottom)for storm protection 086 Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R8 II A.S.S.A.INC. DRWG.15-086.Ddf Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:Large Missile Level"D".Max span is 12'-7"for 35 psf FL389 R8 AE A.S.S.A. INC. P.E.R. DRWG.15-086.Ddf positive ASD load and 13'-0"for 35 psf negative ASD load Created by Independent Third Party:Yes the HV3 blade w/o window blade,5'-2"for 110 psf ASD load for HV3 blade w/o window blade and 8'-11"for 62 psf,9'-6" for 55 psf HV3 blade w/window blade working in unison.Max.span for HV3 blade w/o window blade for installations into Metal Stud walls is 79"for max.ASD pressure rating of+72,-72 and 84"for+64,-64 psf. See sheet 5 for other spans and ASD pressures. 389.2 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by trac 1 Only-(Non-HVHZ)-Drwg 15-085 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R8 II A.S.S.A. INC. DRWG.15-085.odf Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third.Party: Yes Design Pressure:N/A Evaluation Reports Other:Large missile level"D".Max.Span is 16'-0"for 30 FL389 R8 AE A.S.S.A.INC. P.E.R. DRWG. 1S-085 HV.Ddf p.s.f negative ASD load depending on centermates and Created by Independent Third Party:Yes locking rod configuration for the HVl blade,8'-0"for+64, -72 p.s.f. load for HV blade for Keystone mountings 7'-0"for +75,-75 p.s.f.for metals stud mountings and 8'-0"for 110 ' p.s.f.for HV1 and HV1A working in unison.See sheets 7, 11 and 20 respectively of installation drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks COMBO-(Non-HVHZ)-Drwg 15-084 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R8 II A.S.S.A. INC. DRWG.15-084.odf Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:Large missile. Max.,16'-0"span at 30 p.s.f ASD load FL389 R8 AE A.S.S.A.INC. P.E.R. DRWG.15-084.Ddf for Blade 1 and 18'-0"for Blade 2.See schedules on sheet Created by Independent Third Party:Yes 12,25 and 28 respectively Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: I� eC1 u®- Credit Card Safe GENERAL NOTES: 1.BERTHA H.V.ACCORDION SCOURER SYSTEM SHOWN GN MIS FODMCT EVALUATION DOCUMENT(P.EO.)HAS BEEN'VEi1Fn)FDR COMPLIANCE IN ACCORDANCE WM THE 2014(stn EDITION)GF THE FLORIDA BRIDING CODE 3109.ACODRPON SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH YEUDOIT IRMRPoCINE ZONES. DESIGN WINDLOADS SHALL BE DETERIANED AS PER SECTION 1620 OF THE ABOVE MENTIONED,CODE.FOR A BASIC-D SPEED REQUIRED BY THE'JURM CTKIN WHERE SHUTTER W4L TABLE OF 'CONTENTS' BE LN AUZD WITH A DRECTION.WTY FACTOR Kd-0.8`.,USWO ASCE 7-10 AND SIAL NOT EXCEED ME MAXIMUM(ASD.)DESIGN PRESSURE RATNGS INDICATED ON SHEETS 11 THRU 15,19 S 20. IN ORDER TO VERIFY THE ABOVE WNOTIION,ULTIMATE DEIGN W'ND LILA!I DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D.DESIGN MIND IMLs AREA 1: HV BLADES n AC W BY WAMPLYING THEM BY 0.6 IN QOERTO COMPARE THESE W/MAX;(ASA)DESIGN PRESSURE RATINGS WDICIU17 ON SHEETS 11 TIM 15.19Th 20. ' GENERAL NOTES SHEEP 1 IN ORDER TO VERITY THAT COMPONENTS AND ANCHORS ON TIS P.F ..AS TESTED.WERE Nor'OVER MESSED33 X INCREASE IN AILOWAS E MESS FOR MND LOADS WAS HIM USED IN MERE SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER,A IN.D DURATION FACTOR c0-1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 SOFT 3 BERN&H.V.ACCORDION"SN uREA,SSTEWS ADEQUACY FIXE MBO AND LARGE MOSSI E.IWACT LOAD'HAS BEEN VEISIED IN ACCORDANCE WITH SECTION 1609.1.2 OF INE ABOVE MENTIONED CODE AS PER TYPICAL SHUTTER ASSENBLT 38-H SHEET'4 AN.:REPORTS: TYPICAL WNCOW WADE S WINDOW MAIL -HVWADED I(0214A1-0.l,10715.01-03.llGa.01-B5./tt14.01-05.(03+7.U2 609.M -06.10 -IOAND/0210.01-I1 AS PER TAS-20+.YAS-M2 AAND D TAS-203 PROTOCOLS /STY E-+886 AREA HV 13An (1)AMD HV WINDOW B An Q AND.E-1996 STMGAROS(WSSZE LEVEL D.WIND.ZONES 1,'2 k 3)a 11220.01-10:AS PER 7AS 201..207 h 267 PROMOCOlS.IARG[MISSILE (WHERE APPLIO RL) -HV WNDOW BLADE m 0505.01-08 AS PR ASM E-1886 AND E-1996(MISSILE.LEVEL 0,WAND ZONES,1,2.3)BASIC PROTECTION ONLY MID/OMBI-168 AS PER TAS 202 PROTOCOL TYPICAL SHUTTER ELEVATION S NOTES GN.LOCKS SHEET 5 . VSTALLATTON.DETAOS A-F,CONCRETE/BIRCH SHEET'6. 2.NV BXMEOi MO HIV WHOOW BLAME 0 ARE ENGWERED TO WORK IN UNISON WDM EACH OMR UNDER THE GENERAL UYRAMONS AND CONDIf10H5 OF USE NONRATED ON SNE 19 INSTALLATION DETAILS G-M,CONCRETE/BLOCK SHEET 7 3.BFRMA H.V.ACCORDION PIS(NV sc REW5),,USED AT DAGes KNUIXEE AND FOR DIRECT MOUNT CONNECTION M TRACKS SHALL BE 14-2.75'µD/14-1.75'RESPECTIVELY,410-W MINIMUM SERIES CENTENMATE DETATS IN SHEET 6 STAINLESS SIDE-SCREWS 1111TH 135.0 W.YIELO STRENGTH AND 180.W TENSILE SIRECK PINS STALL BE COATED WITH BERTHA W DACR05HlELD CRATING SYSTEY.AS MANUFACTURED BY APPROVED CENTER ATE ALTERNATING DETAILS W SHEET 9 COATING APPLICATORS REGISTERED WON AMERICAN SHUTTER SYSTES ASSOCIATION.PINS MUST STAR ME W MWOONG ON TIER HEAD. 4.ALL ALUMINUM.EXTRUSIONS SMALL BE AUMMU ASSOCIATION ALLOY D.TEMPER AS ON S I DICATED IQTS 2 AND.3.MINIMUM YIELD STRENGTH FOR 6063-T6 ALLOY IS 30L M3S W D 7 W FOR END.CONNECTION DETA .1-6,CONCRETE/BLOCK SHEET 10 4005-TS ALLOY. SPAN TABLES SHEEP 11 ANCHOR"SCHEDULE-CONCRETE'S BLDCK SHEET 12 S.ALL SCREWS TO BE STMNLESS SAE.304 OR 318 AIS SERIFS OR CORR040N RESISTANT COATED CARSON STEEL AS PER MN 50018 W,m 50 W ADN.YIELD STRENGTH AND 90 W YIN.TENSILE SIREN TH. ANCHOR SCHEDULE-CONCRETES BLACK SHEET 13 ND SIWl COMPLY W/FLORIDA BUILDING CODE SECTION 2411314. ANCHOR SCHEDULE-CONCRETE S BLOCK SHEET 14 6.BOLTS TO BE ASHY A-307 GIUVAVQED STEEL OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 W MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE-WOOD SHEET 15 7.SEE THE FOLLDYMIG SITS FDR ANCHOR SPECIF1CAlOFS:W BLAME 0:'12,13,4;15 NSM 20 VNSDLLALON DETAILS Y-R.WOOD SMFLT'16 W BLADE IDS 0 WOW(NG IN UMSON:12,13 S 15 INSTALLATION'DETAILS S-X,WCOD SIM17 END CONNECTION DETNLS 7-12 S X.WOOD SHEET'18 B.-MIS BEHIND,H.V.ACCORDION SHUREN SYSTEM BFAS, 6'7 A US PATENT/ 79,582 COMPONENTS OF THIS APPROVAL ARE CM0".IN THIOLE OR IN PART BY U.S.PATENT/5'0.58,179 ISSUED TO CASIERN METAL SUPPLY.PJC. AREA 3: HV WINDOW BLADE NIA ONLY 9.R S HU BE THE COMPONENT EMQUI OF 111E EONMACOR TO VERIFY THE SOUNDNESS OF ME STRUCTURE'HIEING T OIRFR S TO D ATTA:N W SI N9VRE.PRLPER MDHORICS.CONTRACTOR t0 SFAL/CAl)Ll(. AL SHUTTER COYPONENf EOGES�WNICN HEMAN,IHRU F0.5TRNG W CONTINUOUS CONTACT WENN l/ff'BURRING TO PREVENT gINO/RNR INTRUSION. � 7MIGLL SHUTTER ELEVATION SHEET 19 10.EACH UNIT MUST NEAR PFRMANErt IME.IN A VI PLACEREtWTO AND ENGAGE OR LOCK ALL W AND ID LOCKS CE WITH WARNING NOTE DURING PERIODS OF HURRICANE WMKNCS MOUE OWNER,TENANT,OR OTHERS,MUST PROPERLY CLOSE ALL W MTD ND AREA 4• HV WINDOW BLADE(1ONLY 11.%wrrER YNJUFACTURER'S VSEL SHALL BE LOCATm ON A READILY MBLE LOCATION AT ACCORDION SHUTTER N ACCORDANCE WfMH SECTION 1710.6.3 OF FLORID BNLDING CODE.ONE LABEL S&LL BE INSTALLATION DETAILS,META.STUD WALLS SHEET 20 PLACED FOR EVERY OPENING.LABELING TO,COMPLY WRIT SECION 1710.8.2 OF ME FLORIDA'BUILDING CODE. 12 BERTHA H.V.ACCORDION SHUTTER SYSIErS CVSTALIIVON SHALL COMPLY WITH SPECS INDICATED W THS DRAWING PLUS ANY BUIDNG AND ZONING REGULATORS PRONOED'BY ME JURISDICTION NNEE PERMIT IS APPLIED TD. 13.(0)THIS P.ED,PREPARED ERY TIAs ENGINEER IS GENRE AND GOES NOT PROVIDE INFORMATION TOR A SITE sPEC91C.PROJECT;i.e.WHERE THE.SITE CONDITIONS DEVIATE FROM ME P.E.D. (6)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE MTD INSTALLATION NGIUONG LIFE SAFETY OF THIS PRODUCE BASED ON MIS P.ED.PROVIDED TIE/SE WES HOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETASFD ON TICS DOCUMENT.CONSTRUCTION SHIM AT SITE S.ME CQDPATORS IRES'ONSiRIIfY. OBTAIN PERMITS IN THE STATE OF FLORIDA (c):THIS P.E.D.WILL BE CON4DEED IM'NID E ALTERED BY ANY YENS. ((d�'SRE SPEC6O PROJECTS'SHNL OE PREPARED BY ATT DADA REGLTERM DICJFILTR OR ARCHITECT'AOcu ANLL BECOME ITE'ENGINEER OF RECORD(E.O.R.)FOR ME PROJECT AND WHO ANLL OE RCSPOlS®I.E FOR THE ROPER USE OF THE P.E.D.ENGINEER OF RECORD,.MTING AS.A DELEGATED ENGINEER TO ME P.E.O.ENGNER.SIALL SUBMIT TO MIS UTTER THE SITE SPECIFIC DRAWNGS FOR REVM. (W)ORXARAL P.E.D.SHALL BER THE DATE AKD ORIGINAL SEAL AND S4+ATURE OF ME PROFESSIONAL ENGINEER OF RECORD THAT PREMED R. FLOMDA BUILDING'CODE(Non High Velocity Hurricane Zone 0 2015 EASTERN METAL SUPPLY.INC. ,.......,, 1,,, 'BERTHA HVrm `tDEb .;y a67- I L E C O�M�. A� Accordion Shutter System D : -;.: ASSHv.anD[g)w/at w/o RV.SNNXAY 9ADE WT TESTING k ENGINEERING COMPANY American Shutter Systems TII+7,a,.0w DMR DARN DY- M\. 'C OF ... Association, Inc. ao n-192 -/13/15 DAM ./n/+s -Q. ,:(.ws)571-+s3o,Fe-;(305RIA1_IS31 4268 Wost-ds Drive 2 DRAWING No 600,9.w.. El west Palm Beach, FL'33407 3 15-085. ORAL ENS IU R A R A.P.E. N t¢. SHEEr P.L.SEAL��iUR+A�URE/DATE ..4. 1 .OF.20 . .. of lax x,oxx w�9a® VAPoES 1 asl' 1918• A65r x.999• '315 ��' /S HV 90' 180 STARTER (�HV SOLID BLADE 3OHV UNIVERSAL FLOATER ' `� D COVERED UNDER US PATENT 8 5458179 QUALIFIED AOR USE W/ �n Ol1AUFlE0 FOR USE W/,HV OLADE 1� ®HV DIRECT MOUNT' Nv -TG ALLOY V HV'WINDOW BLADEA' 6005-TS ALLOT AND TEMPER OUAUFlED FOR U�E W/'HV 6063-T6 4lLDT,J:O TEMPER 'SEE LIMITATIONS OF USE OF BLADE®ON SHEET 19 BI PDF(1 ,Ja 6063-T6 ALLOY AND TEMPER ].226___. I.SW 6063-18PLLOY'A TLNPEa ,12y J i P.) Nli ..o �HV ADJ. ADAPTER W/LIP Wil R Lns�= 6' 'OUALIFIED FOR USE'W/'FN CS)KV WALK=OVER TRACK BLADE IO QUALIFIED'FOR U E W/FIV 9 ,HV TRENCH TRACK _ ©HV ADJ.�FLOOR TRACK '6063-T6 ALLOY AND TEMPER BIADE'�I QUALIFIED FOR USE W/IN � QUALIFIED FOR USE W/1N 6063-T6 ALLOT AND TEMPER El -(1)I ONLY. \y HV RAINGUARD BLADE 10 6063-T6 A11.OY AND TEMPER QUALIFIED FOR USE W/IN U -T6 ALLOY ANO TEMPER VAPoES ^ 1 S6' BLADE(1 L• 1.915' -1 _ 1 ti063-T6 ALLOY ARD TEMPER v4vvs 1.93e• -0601 • 1.91,' -' OBJ" .[6J• �i 'g .OBS• .'�.09]' ,p9J" .093• ow, _ ., .W>'P .as7_•_ _ a�• sro 1.684- $I ?�A 6,0] _ 1 . 11 FIV CEILING HEADER � HV HEADER/SILL 13 HD'CEILING HEADERLSiLL yy29 O PIED FOR USE W HV BLADE 1 ONLY, OUAUFlE 60F60R USE W/HV ELAOE 01 ONLY / T6 ALLOY AND IEYPEft QUALIFIED FOR USE w/HV BLADED 14 HD WALL HEADER/SILL SEE SECTIONS FOR VAl1DTTY• SEE SECTIONS FOR VALIDITY. QUALIFIED FO$USE W/IN 6063-16 ALLOT AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE 1 ONLY. 6063-T6 ALLOY ANO TEMPER COMPONENT A B T1 T2 % Y YN t 2• Y 0.125'- 1© 2• S•4A%. IIB" -1Id• �� 1• S• 0.090• 16 2• 5•NA(.0.192- -92- C19- SIDE ANGLES - - - �/G� CORNER POSTS OUALIFIEO FOR USE W/IN ALUMINUM ANGLES 0- 2.5' 7•uw%.OAW' 0.19o' jy'UALIFlEO FOR USE W/HV BLADE QI QUALIFIED FO/Sp�USE W/FN BLPDE(i) 6063-T6 AL —D ILMPER BLADE V ONLY. 6063-f6EIL ALLOT AND TEMPER 2• 5'uA%.0.139 0.131' 6063-T6 ALLOY AND TEMPER FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone p TIL(j'' 63 2015 EA51ERa M AL SU"Y,INC. °����'..: .,?✓9-,, BERTHA HVTM P: BENS ASS A �\ F Accordion Shutter System. HV.BADE g1 W/OR W/0 HV.NINIOW 137 *' �l/�9VN = TIWT TESTING 4 ENGINEERING COMPANY ATeTIOan Shutter Systems Llxi lmx 9ArE nYwM er: M OF Ava x..>w s __,v,m.A .,n�RA.nI«� Assoclaflon, Inc. 1 OID t i-192 1ts as a/1]/ts STATTE p� �4�i r ,,T]os)nl-uw 4268 Vleslroads Drive z DRAWWG No •FLGR% CDS x�o-Molo9a,+s5� West Palm Beach, FL 35407 OLiS ........ .•.AL;LN ANaS`` cairn A Trt1R J,.n.[. 15-085 P.F- /61GAOAI RE%DATE 'FLosD(,Ir.I u16, _ SHEET 0 20 . _—_ ♦680• 911' /�•-]at/]' 1/,'-xe usi 2.29J" .]t3' '—�- BNYO cAMfD li vtf,LLU� __ 1 (x 1YP1 m' 1CY�Aw� AD 2 21 HV CENTERMATE ,- -lazs_� �r HV LOCK ® HV EGRESS LOCK Ol1AUFlED FOR USE W/HV BLADE I & ONLY HV FLOATING CENTERMATE ® OU ED;FOR,USE W/HV OLAUE/1 & ONLY %. .-=023--N )s' UUAUFlEO FOR USE NL HV OVAUFlEO FOR USEONLY. .FN 6063-T6 ALLOT AND TEMPER U BLADE Ql &Qa ONLY. MADE(!)& ONLY. 6093-T6 ALLOT AND TEMPER (23)HV CORNER CENTERMATE ODAUFIED FDRUSEW/HV DU➢F(J ONLY '250•a_°' I.. 6063-T6 ALLOT AND TCMPEfl �EO-).0)9' I.]8' AREA Rn lc - p-20 x+3/4" 1/4'0-20�RlvNUT• S.S. THUMBSCREW J� I 'maa.r«,uwMYuu<xa2t_n MLaD 1ML n.NCE�nax 4 n m 922- PAR9PVQlY,1ETI&ibTY 0)�A IN FOWL Pw " 0,HV MALE "T" LOCK CENTERMATE ', HV "T" LOCK ® HV'ALTERNATIVE LOCK LOCKER'FOR "T" LOCK CENTERMATE QUALIFlF.D FOR USE'W/HV BLADE/1 ONLY R� NV FEMALE T" LOCK:CENTERMATE �. •QUAUR FDR USE w/Hv 6063-T6 ALLOY AND iLYPCR U OUAUFlED FOR USE OUALIFl(D FOR USE W/HV BLIDE 1QONLY QUALJFlED FOR USE W/HV BLADEONLY W/HV BLADEONLY. BLADE(I ONLY. 6063-T6 ALLOY AND TEMPER' 6063-T6 ALLOT AND,TEMPER 91] T �• of I � •Q6,�TJ I D TNUMDM1rttN • i•_'..''1 ,9 LYUNOER OR .O6J D62' .O6 I 10:1'CYLINDER y - �• I �J St6' /� � In+ _ G$: •. mI 1.123'Mer. I_;TI U,JI a Ci G t �%OUALJFIED FOR USE W/HV BLADE 1 6t A OUALFlED FOR USE W/HV BLADE 1 & pot• ' 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER HD CENTERMATE'S INSEE� 'gf yAR'E6.,2'uw. QUALIFIED FOR USE WI HV MADE C)& 6063-T6 ALLOY ND EH ( m AiUMOIUWI - SIS ®LOCKING RODA /t•. ®HD LOCK Sl6 e 'QUAUFlEO FOR USE W/HV DIADE Q7 ©� 3/$"0-16ACETAL (�3jf HV 1/4" 0-20 AISI�304 DY REGENT IUAOWARE MORD6E LOFXS SERIC6 2333 NOOK DOLT LOCI(. 6063-T6 ALLOY AND TEMPER ouAunF..D FOR USE W/HV BLADE 1 & A �� INSTALLATION WILL REQUIRE A 7/16•HOLE THUMBSCREWS CERIESS THUMBSCREWS D(LLL A7 TRACKS FOR PROPER EMdEDMENi QUALIFIED F T 1. Yi V BlAOE 1Q QUALIFIED FOR USE Yf/IN BLADE��1,� RORIDA RUILDINCCODE(Non Hi h.VDlocily Nurr icons ZUne ✓'�'' ®20,5 CA'TRN METAL SUPPLY,INC ......... (q BER-THA.HV,M } IL ECO.NC. A.S.S■A■ Accordion Shutter System Llv.aaDE gt w/OR w/o Liv.WIFUOY/9ACE American Shutter Systems DL3CeiIWN w,x �PAY,NeY: M �(�f �(]T •W e TILUT TESTING&ENGINEERING COMPANY2 t/IJ/15 , y q= S n za m.;Doi vm"m�++mD",now,vl Association, Ina. OLD 11=19MID </IJ/t3 p• ��" 4268 Weslroods Drive '—ECSlnTO:�c �wm.M(SOS�n-tSJO.Fm:(SO5j8)t-tilt x DRAWING NO q FFS•.....••'�C�Y�vv`` � D„a.,an West Palm Beach,FL 33407 J _ 15-085 n1SI0NA�aa: NKEAA DAJ.PC. 5 P.E. SEAL/SIGNATURE/DATE F 1116) SHEET 3 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR HK HV 41 x OI13ADE r� q6Z" 1Q HV BLADE i EVM I/��� .Is�S'rl ��T ® HV BLADE IA II INv NomaNuen- ® II n IAADES Y OPENIINN l i IBTs' Y HV LONG RECESSED NYLON BUSHING 1! IaN04E� J .a0n x� IPp) / o.06n__ ® HV SHORT RECESSED NYLON BUSHING 3 qq-.HV NYLON HAT WASHER OOR_® niN —I 3 so- 4 TN WHEEL CARRIAGE AISI 302-303 SERIES i I °' a I� !i V�' 4 ///2E�iso- X 0.870'x3/16"THICK NYLON WHEEL 3 I 2 7/a-U n 0.188-0 AISI 302 SERIES S.S.RNETS --j--- .I. �R SIS-0 N s[pnyagn I T2s- es q.7�. _ I �L.f m}{ acr*MN --aE1 - .0821- y. ® IN I 3/4'ACCORDION PIN W/B8 HEAD i EXTERIOR - �,�(Ti ii ;I; 0 5 II OHS s/4';{`"__y' .® IN 2 3/4'ACCORDION PIN W/.#8 HEAD# .I _ I �WW �4 '' o I_ i C47 ^m7,DON, ® POLYCARBONATE IMPACT RESISTANT HV WINDOW = j L 1 „Vs" TYPICAL HV WINDOW BLADE If�A AND POLYCARBONATE HV WINDOW DETAIL ® AOR® 4 or ._— (ste NDTE roR REOumE.1.1 I'! OOR® � II �c AR OLIgE_IMPACT RFSISTAM HV WINOOW r j �' - BAYER MAKROLON 3103 POLYCARBONATE RESNS,UV-STABILIZED'GRADE OR SABIC # BLADEKNUCKLE J. _� :.Ito Dune u INNOVATIVE PLASTIC LEXAN 103 RESIN UIREMENTS AT-EXTERIORY' (SEE NOTE-F-ON SHEET 19). (1) HV PIN®SHALL ALWAYS BE USED.AT ALL EXTERIOR. POLYCARBO BOTTOM-KNUCKLES OF)N ACCORDION SYSTEM lV/HV 1Q OR i-� ® j 1 NATE SOURCES FOR,44 FIV BLADE. RICAL SHUTTER ASSEMBi EXTERIOR .,.c ® RLY N..s. (2) HV PIN®MAY BE USED IN LIEU OF©AND:ONLY AT 'NV PIN®on(.�R I EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV() BUDE'S KNUCKLE.m3x+' U+w+n an ommt: (SEE 0UIR rox r( BLADE WHEN CORRESPONDING TO INSTALLATION "IT". SHEET 7. 04. O REou1REMENis) TTP. nrxus,wAcm aam v... (3) HV PIN®OR©W/ 1/2'O.U. 1/I6'THICK S.S. WASHER O �I� ruanr.Ioo-urs .en .m omo s.aom ww.amw. SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, �� P SHEET WHEEL CARRIAGE-DETAIL T T Is, ASSEMBLY LAYOUT N.1.5. (1) HV BLADE SOLID& (A HV"WINDOW- BLADE DETAILS N.T.S. H.OWDA BUILDING CODE(Mon High Ve!oc{Ly Hurricane Zone, "SNifq A ]./11% -0 2015 EASTERN Nr&SUPPLY,INC. ,s�P�......:..�(i1 BERTHA HV. �u eN A S S A Accordion Shutter System ■ ■ ■ ■ H.V.BADE g1 W/OR W/O HV.WINDOW RACE 3. American Shutter Systems n, am,�nm, w,< aw..>r or. TWT TESTING h ENGINEERING COMPANY *_ _ Assoclafion, Inc. I otn n-I sz �Alls wm 4il3ils �; ATF OF °Y'p„"',',:I li-Imoi'°.:T-4.1nw1�1 4268 Westroods Drive x DRAWING No ,F;•..DRI ,-P�:sn«eo,a.xP,n West Palm Beach, FL 33407 ®-a000na / ` SHEET —085.15 % P.E." 2% 6itRE/DATE OF 20 �.®� ,�1�e,{ty���•Ql��� •NOTES ON HV LOCKS AND CENTERMATES: / �V.?`�"i.i•(z� 1.MANDATORY CdIDRN)N Oil ONE W LACK 0 or@ SHALL BE USED AT.1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12•ABOVE OR BflOW ]2 OF SHUTTER SPAN FDR.SPANS UP TD 105•,AND FOR INSTALLATIONSf.ANY �. ELEVATION.W LILY(ftp w Q�YAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHED TO 0 OR Q,� CENTERIIATES W/(1 7/9.0-20 x 1/2•LONG FLAT HEAD S.S.LLS.LOCATION OF LOCK SHALL.BE AS INDICATED ON ^ TYPICAL SHUTTER ATLOID. 2. 6'DESRED.FOR eETTER'PERFORMANCE OR FOR SECURRY PURPOSE.UP TO TWO HV LOCKS Qf OR Q MAY RE USED AS AN INSIDE OR OUTSIDE LOCK.CONNECTION OF LOCKS TO CENIER_w0_ .OR Q�SNNl BE AS INDICATED ON NOTE(I)ABOVE LOCATION OF LOCKSSIULLL lY:AS P'DICNED ON TYPICAL SHUTTER EIEVATKIN. I v 3.OPDOFL"1 CONOIIION�'�yID ONLY WHEN MANDATORY CONWM/1 OR O+RED MANDATORY(DNOLTLON III I L2'IS USED W/IWD H.K lDd6):LOCKING RODS 0I ARE NOT REQUIRED AT4URRICANE POSRION,Tux �9 - "® .BE USED IF DESIRED TD'ENYUNCE SHUTTER PETTED MANCE:LOQCOLC RODS OR AN ALTERNATIVE DEVICE !LAY ALSO BE USED AT STACKING POSIMN(NON HURRICANE POSITION). zY_ - 4. J,(';ONE NV LOCK k� SANE BE USED AT CORNER CEMTERMATES FOR ANY SPAN A ANO INSTALLADONS AT ANY IBEVATIO..NV LOCK I. or Qs SHLLI.BE USED AS All OUTSIDE OR 81510E LOCK. ATTACHED 780 09 CORNER CENTERMATE W/(2) I/4,0,-20,,1/2•LONG MT HEAD S.S.YS TWO LOCKING NODS 6s 5 a T AT TOP h BOTrom SNAL BE USED.�LOCATON OF LOCK SHALL RE AS INDICATED.ON TYRGAL SHUTTER ELEVATION. 3L7'�b �' I MAXIMUM:SHUTTER SPAN SWVE BE.OETFAYINED AS PER SCHEDULES SHOWN ON SHEEP 12. I l d Saa a S. ALTERNATE TO IWANDATORr @ M (} ONE ALTERNATE HJ LOCH MAY eE USED P UEU OF IN DCA FOR ANY SPAN AND INST TIONS AT ANY ELEVATION.ALTERNATE LOCK Q�MAY'6E USED I IAN'to 11 OR Olff51DE LOCK.ATTKHUFM U��� $0}9A OF 1/4.0720x3/4•SS.7HUYBSCREW TO(��OR o CFNTERWTES SHALL BE MADE W/1/4•e-20x3/4•,ALUM. d p�� RNNUT AS.SHOWN ON SECTION RVE SHEET S.ONE.LOCK.SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO / tv , tlH I' C • LOCKS AT 1/3 OF SHUTTER'SPAN. 6.• H:CHORS ��"CbiW:RC� �� OR IED UE MOCK CPOUdlCidiC SHEET,lSCNEWIE ON EOLIFl10tCD rYNE°i] .S. CONCRETE ANCHORS I2.O ON D+ /l Tfi a OX. (SM SCXEOUE ON 91EEr.13), M/ l /< J/a•55:NE°saD 1z•o.aDED/ mw4 1 OR IµryIII Ex�n r— 41N.sw—PON 10awss III1{WIIx(I E10511NG -O � J1 - -n (SET SCNEDYIE CN SIIECr 11)"- G1A55-i �y f� MIN.SIXNF ION,O CLASS' I l'J I 1 '1 r(SEE SC30T%RE ON WW II)- OC ) OC HVWALL HEADER INSTALLATION QA .HV WALL HEADER INSTALLATION .HV WALL HEADER INSTALLATION + KEYSTONE i YM.SFT'ARA,ION 1D GLAiS - �-- E%6rWG �- _. _ -(SEE SCHEDOIE ON SNEEr II) 1 COR®� Inx.sErARanoN m cuss I D0S°nass— ,..m�ami i-(SEE SC)iWO ON s ELI 11) Il ovllowa. E o.• /2 EO L rlz'f74 E C, 1 OR0 .. - I �I_t/4'I-20aJIa•_S.S. Yn Eo-' waWn T,wss"M / 1/4•e-20.3/a^ Plmuvs YAU9,S SCREWS us- _ _ CONCNIiF.ANCNOFS � .,N°55 MFM MIDI,s0 12.OZ k,1. , 1/r-20 Na S o)2.O.C. (sEE-samuTE oN w/1/4•-20 tens o Ix o.c. (SEE Saox-e ON SHEET IJ) / v- POURED CONCRETE sl¢E1 IJ) POURED ON WN�BLOC CW:CRE,E, OR CONWETE B-oLx WAIL RE mK� HV WALL SILL"INSTALLATION (S¢sc11mDIE°" j HV WALL SILL INSTALLATION iKIuRw COxC4lETE__ SHEET 14) OR CONCRETE BLOCK MA`n_1 U"HV WALL SILL INSTALLATION ND1E FUT CDux:N.,Km Or oFrnexs, INSTALLATION DETAILS W/ 1-sEE 4HEEr a'FOR PTCAL SNUREit •E 0.=EDGE OISIANCE ♦ SEE YY ATKINs OF USE fOR ASSEYDLY C1� HV BLADE 2-NOV 0NG SCCIIONS M BE COMMI (SEE'SPfCIf1GTI0NS ON SHEET t]) BLADE TON_11 IL m ANr w Y 10 sun w ISS rOH." unuulr - TLOPoOA BU4DINC CODE"(Non High..YBtocity Hurricon0 Z0n0 E ®2015 EASTERN METAL SIWA.Y•INC. BERTHA HVTu A S S A Accordion Shutter System HV.HALE S,w/OR w/o FiV.'NifDOW(LADE Amerlwn'ShuHer Systeme msc�oa. 0nF oR,«m YT. A DF :Q� TIWT TESTING @ENGINEERING COMPANY. AeeOCICtIOn. IHC. 1 OLD I1-191 0/17/15 an: 4/I!/15 9•• luaa n..,x sa,]°''wlwn urs°rs•naaa.aft' 4268'WOstroaes Drive 2 F.:(J05)9r1-15]1 DRAWING NO Ynacaoo4.aoa: West POIm Deoch, FL 33407 ! s .........•� V,__i 15-085 '''�„S�ONAIEN„a\ w1a1Fx w Hurt u.P.E. ] SHEET P.E.SURE/DAIS f10ROA lb.!alsF 6 OC 0 POURED COnGiflE INGKK6 IRa `)OR�♦ CONCRRE (5[E:SCNEDUIE ON MELT IJ). 'I 1=�w7s.n EIOSRNG ' FE0UIRID T COLE OF ~po O14��'� 2 GAS" l 1DG1pN _ I ala.J/a•.N�w/sMJE NF7J) / . 11 a. 3 aR 5 J/e Ra ra SCWNS 12'Q.C. 8 / / EIJ's IF 3/8 CONCRETI:—NOBS .© 7 (SEEscnmuV.ON SHET7 IJ) '' ! EDGE OF Y f E}ISILYG ' rom/ SIAI 0' LDDC Of1':' Rm MT F10 CON Ii_E ON E PNG10R) ,(�♦ PoUISDJ / CQVCNCEC..I LLL E 0.•--.• �Nm (SLE SG1EWlE ON 91EE1 IE) 1 OR•1.7' CON(WETF REQUIRED FIAI MCAD CQNCPETE'ME'r 14) a'a�m.Qa I RED �E oma— E.0�—._ (SCE SCNEDUi ON AIER 1.) T.L. NCH INSTALLATION ' I . ONLY FOR OP TO+70,-75 PSF AS.D: (1) HV FLOOR INSTALLATION t 0 HV WALK—OVER INSTALLATION DEMIGGNUPERESSU� TING a FOR SPANS PER 11 V HV CEILING INSTALLATION CONCNETE ANCNOR9 IX41AY5-I�io.�sPw.viil EwSDNGGASS`—w rrl i .EJOESASS-i - .. -r IT F.t90Fiti WSVu/ivr(S% 'I 11y�AC5, O1AS5^ � A55-ala ru �m irl '-�� I I-f �'I�+ov�ba<dA 1 aC Nt W 10 6'd 9'RI MD (lv}!{ 1/+. •O 08.0'fC'r0 d-o'uec MaT— y MT�r lWtt Iu�EMV IFM WASHEP,l IIFM T"r. rpR Wu//�JI1 / I® J I'• t. ��'.'. ra sG+Lws:o s-Oc. I wecRETE a �.. :/r•loaC.•ss n oR IH'a-20 ss.us i b .0183/OI'GGDS. .-/ i I .;S,t;i... •./ -o�y lac.-m NJn (SEF.SCHEDULE ox 1� i . SRO 1.) I,�. I . ... LnSre.c NW srtmnuPn =. / ,7 ,6 /2 I 1 ; ,6 ,_ „.EWE OF �1 -/, / �J-3/0-F.N.".S. I NW. E.D. eOURm¢eR'YcT[ 1.]tl'-1-1 7/B � JPPLICABIE r- CONCRETE tlNGfORS SEE NO1EIJ(D) ' T \.0 U'O.C. f• ' •_•Y lyq�p� L D POURED CONCAE E-- (G..SGIrw1 ON ON SHEET SEE NO E.IJ(b) D: mi OR CONCRETE BLOGt SMR u) POURED CONCRETE- ON SHEEP 1 OR CONCRRE BLOCK. �� �� TdO�e REanRFo `Mj e�'STONE�MOU�NGb INSTALLATION E- (ICJ HV WALL FLOOR INSTALLATION HV WALL WALK-OVER INSTALLATION RCOMED HV RAINGUARD'INSTALLATION a r>o>c Nm.reR ccAesiNATaN o<venONc: • E.D_ Edx D—T E t ADZE w 1'vl PFS oRu SIDE4STNELY fM.,FOR TYPM S IXR (SEE SPEGnGD�ON 91,Er 1]) OR E Ew TO AN OPERADIE EIUF ♦V�1D1�AOEIONS�RUSE FON INSTALLATION DETAILS W/ Cl/ HV BLADE 2_NDUN"rING Me—GMI BE:CO-9-ED w Aw.wAv.ro Am ANr LwTuuTron. FLORIDA BUILDING:CODE(Non HIgh:Ve,acil Hurricane Zone 17(01.,, ®m15 res ERx uRA Pte:............may,,; BERTHA HV.Tw S'�: pcENSF Accordion Shutter System i� Eco�M�. A.S.S.A. KV.MME,;W/ORW,OM.W,NIVNR� American Shutter Systems n., usrn.Na wtt oP..wN w: �.E /STATE OF W .TIWT TESTING 3 ENGINEERING CO)IPANY,. Association, Inc. 1 0t0 11-192 I/IJ/I5 art. 4/t3/t5 Plwm:(wsje]i=1s1D. Humors.F_..1 Fm:IJm)an-ISJI 4268 WestroodS Drive 2 DRAY7ING No West Polrn 13—h•FL 33407 ; SINFL 5085 4q O ��po` YGLTCP A T0.1f1 Jr,P.E 'D SHEET P.E. S %SIGNA1uRE/DAIS 'FLORp+ snc] s OF 20 SEE END WALL CONN & Is sa rwTcs oN i.aaaNc ams p.tN ulccs©a OUT 9V IN . INSTALLATIONS W/ 1 HV *„ "® Enrnuc c1wSs BLADE WZ HV CENTERMATES —Eo _ w®w©�Q7 a eQm10•®m .OR20 ere Fu0 WALL CONNECTION m: 10•®"'©•�©•©a -Dusc cuss DETAILS ON SHEETS 10&1811' 21211/9'b'-2 I .®�® O•�°t�/� C 1/a- T' 61/2• -- T OSINGI SYMMETRYCA A E w/(2)1/••o TACOMI 1/2• Nlclols ro mNfROE I- - '©•® .CENTERMATES �s CENTERMATES NIN.SEPAf+ATgll. O9P/e9rmu)a /lo..r/••s.u.s.0 12- W/ HV LOCK or RJl �s ro cos (•)/1a.1/z-s.us.ro nP.+EI i O.C.n1u.1cNaa. W/ HV LOCK�2r fE� (SEE salmutc AT FXH AN6fE(11P) * ON SHEET 11) — — — — — - — --- -------- 5 ------- — — — -- — — - 1 5 -(//�/� �//may r. _ Lo Off 1. HVQ ,ow®�©• �•©�' HVA HVB ®a©•OO®O ,D•®� E%ISIING Of/55 POUXEG CONCRETE ON coucaErr.nI oa.wa1L ®°�'®°' SYMMETRIC AL - — *-- qa.�•@5 J�EwsiN O.: CENTERMATES �r0•®46•®ea08•©� 5 j i / --- --- IN I ro:cTnss � L- CUSS 1 / L K Q¢f (SEE 11EET 19.E Ir * d W__HV DC �y Q.®a�..� OH SHEET fl) NN.SEVARATION e®•® © -- i{ TO 61AS5 ©•® - CS (SEE YCNEUUIE 'ON ShT1T 11) I`I l�N1ElAla) 11 �II OUT - - 1 KONCNtlE/ 1 OUT 6 1/2-UM SWK_ OUT \49 (DMRQR) HVE C HVF** HVD FLORIDA BUIIDING CODE(Non High Velocity Hurriccne Zone, a111111111111111/I ®2015 CASta1N NEIN.SWKy.INC. :71(�jl,,,,,, B RTH HVTN N ASSA - Accordion Shutter System ' 1 L E C O INC. ■ . . . HV.12AOE d1'W/OR W/0 HV.:WLNXN/lily TIWT TESTING t ENGINEERING COMPANY American Shutter Systems •o'• .STATE DF -¢e::.�++k•. .v.a.m...�NA Aaoc,no,>n..y� Association. Inc. oto n-1s2 .u 1s oAlc a u/1s 4268-We9t—& Drives 2 :ip IT.n.:(.109)eTi-1sw.rm:(ws)sn-1151 DRAWING Na 0 F[ORV�P•G\�rs,```� •-m•®un.m.m..a.� ylest Palm©each, FL 33407 3 15-085 ' w2ETFa A 1plli t.PE � ,yJA�LL�� nnnw tk/.•lsi s SHEET P.E.�JPAL,NI`;L(AmtltE%DATE s 8 OF 20 ALTERNATE INSTALLATION W/HV "T" LOCK HV MALE_/FEMALE "T" LOCKS CENTERMATES• 8) . 2~b0 LOCKERS HV BLADE ' erE EMD CONNECTION Der«ON Slims 10 a le INSTALLATION n HV BLADE OUT IN. i�p6" aao .".A�..�m�sg,a W/ HD CENTERMATES (51 - R-0 C� 6.7•9 1 m anoR.a�9�rutC v�tn rnn twf rt err END WCL ODNXECf16N� I 1 •®�©•�©•®" DET ne ON o,EEIS 10 h 1e I ©o @-@-Q. v (.M:utiwuA'ar¢r". "Itro3/� uxvv�Y _` _ v.v (n nr IN . 1.r. m.) I �• . 30 "T" t Pas(nvI $ 5 3 LOCHVK(INSIDE) rO vat`1 •_.p .-- .__— _—. <•• yr PJ 5 t .�- —29 1 r Q 5 OUT 31 onW I— '3�3 Si na© y(D. ..fl 3t wiz `%dI 3 _1/ 20 x 1 1/2" S.S.M.S. 35 OUT HDC HVC * ^p1<t rm x+1D0(® s W/ 7/8"0 x 3/32'WINCNUT. (vPna.¢3 HDB—HVB r locx.m sxm 3. ©O HV"T"LOCK(OUTSIDE) ® SYMMETRICAL HD CENTERA{AM $YM/OT kAI HD CENTERMATES W LOCK (MTFRIOI0 EVG* W/I`SA' LOCK (EMERIOR] ��-- eo�n wm)uxce�nW� ®�®�©•Oj m e 1 •®' �wwrwaunm"�m um atwn to•®�®'Q�•©'®" _ 7� 14F HDD—HVD�� FLOATING STACK FLORDA BUILDING'CODE Non Hqh Velocity Hurriccne Zone T! ®zats vsl[,TN NcrWL stm><r.:nc. ...((/lam'- BERTHA HVTM \GENS '• 9�: F A S S A Accordion Shutter System IL .E C O IMC. . . . . IAV•BALE 11 W/CR W/O ILK WINDOW aADE �t��j/!*c American Shutter Systems tx3<�noW OAR DP.WN m. x.L •O'- TATE.OF TICCIT TESTING&ENGINEERING COMPANY,_ Aesoclation, Inc. t OLD 11-192 4/13/15 W ♦13/t5 9••• _ sua •`-.SL 9e 3m.VoaWu WA1xS ROP4t A116 4268 Westra<d,06- a Pm",:(3o3)n71-ts3o.ra.:(3os)srt-ts31 DRAWING No o- :1arRovm.w" West Palm Bec<h, FL 33407 3 %cSSTONAL:E��\ 9 P.E 15-085 pnn n I t1)�A3 nOnw tt.i uwT '3' SHEET P.E. SEI�.f 51�NATURE/DATE a sof 20 POURED OR OF �� POURED CONCRETE POURED CONCRETE POURED CONCRETE ET all,CONCRETE _ OR CONCRETE CONCRETEaLOCN WA11 OR CONCRE BLOCK WALL nCOUWED BLOCK WNL f�QINF7 REWD BLOCK WNL REQUIRED �EXSRNC GVSS - -IXISIINC G1A55 /2'wN D,5171 DC CIASs CONCRETE ANCNO DUSTING GLASS: [ i r--S ,o1U4(� YY—�»w EO E0 m SUARAss`IO - tr F ® to GLASS(sa: / i i Iro p SafDaE ON STAT 1/16•il"MAY. ON SLEET 19 raT �DTUE W 9[ET i 11'fiJR H.WE MND I BLADE m 11 Tat 61NE MND'(606]-T6)CON(. aMES(D&0 -SFQT 19 RIR I/2' - -a+sEtr 19 TUR 0.ouTE Ar -- w sIE3.r 19 mR ALUM.CLOSER _ / \: TAA06 Me O r—� e/OESOa rmlrn vor l HADESID& IPuTE.(LnuTE 1/zI , I -- OF(D) AT EI.,SUE /x uIN `FQ) 1 11 a USE 1•OR 2•wv T- 810A1/2•SA..S. I _ _—_-- (A APPLIGTRE).2•.1/a•.a•-z' _-- e10.1/2•'S.M.S Z(CIR a 16•"O.C. ALUwNa 16.OC. S.YS.TO©N (2)1/4'0 TTO SEE OE,AR%FORWNL AT 'O.C.(LOGTE AT5 ) OR& MIIMSDEOFppOR 510E CONNECTOR; SEE DETAIL x roR 7 OR� ,o TRxKs SEE.OETNL x r 4- s9>E CCXNEC1`aN -®'©'Oz-a '®' SDE CONNECTION O ®-©•Oz-OB -6 7 9.Oi .®- TO TRACKS f ®.©:-7-8--I •®- !.�'®-©•Q�-©'©- To TRACKS ;•-©•®- END CONNECTION DETAIL 10 END CONNECTION DETAIL 20 END CONNECTION DETAIL Q END.CONNECTION'DETAIL +.RLOUNTD ONLY TDR sPANs UREATFRPOURED BLOCK OOSRNc �� `1.Dasnnc classOR �'---- REOUiRCO To sss(s9N ,WC. . ro Izacs(ss / 0 16• c. YO v (SEE Y ------ , Ea a mNm CONCRETE / 1/T wN. SOm.AaE SONsla, ---------� -_.--- 6 OR(g)OROOR OR ON 9RT 19 FOR NECNOR O 11 nit NNE MND ______ ©' ON I'll F ---.� nh7ESM@® 12.O.C. rJ OIAO6 M&® OR) OR 1/2'wN. _1- -�--_— OR®OR(9aR �YIN. 2'.1 ♦BIME�g-S-Ns11EEr 19 ilM ©CLE®OR�Ofl�Ofl� SLLS.T—L 5 . MOR®' PLAN ��- DETAIL X CONNED CONCRETE 9R UJ AIR p- i, �~•©�O-©-O'®- END NS L ON CONNED BLOCK WALL (D Q) N-0- REOWRED �8a®' ©.p.©-p•p•®- (�HV BLADE OR HV WINDOW BLADE INTO. ®o®'0-p.®: ®`®-®' '©- CONCRETE OR CONCRETE BLOCK WALL, END CONNECTION DETAIL 0 O Q$-®®a®®-Q�®END CONNECTION DETAIL 6 O -©•�A FLDPoDA BUILDING CODE Non Posh VD)ocR Nurricone ZonC, x01 //0 0 2015 EASTERN METAL SUPPLY.INF SEA A.rut/ •.,........,r�.,,,4 BERTHA HVTY IJN� A S S A Accordion Shutter System IL ECOINC. ■ ■ ■ ■ HVHALE gJ W/Qt W/O FLV.YdWOW HAOE kAmerican ShuNer Systems UaCRPn9x 9Att 9Parx Tm YL. TIWT TESTING B ENGINEERING COMPANY. AssoalaNan, Inc. 1 OLD 11-192 1 IJ/13 Tum 4/1]/15 STATE OF :'Qzm:. .wss x,.3vA a,Y..X93. wa,a anm.331 9'• -.:(ws a„_,539,r.,:(3as)sn,1331 4268 WestroaaD Drive + CRAVnNG No CF.,17=0r,7Be TIB..-1 West Palm Beach. FL 33407 3 15-085 '�A,ss/ONAI E�a`` WNRF A Ul(Jr,PL 4 Re” P.E.rlS (L'} 1VATfURE/DATE R° D`'/E4t62 _`, SHE�O OF 20 SCHEDULE 11 SCHEDULE 02 SCHEDULE&3 mmiMUM SHUTTER SPAN 1.+"OR"L-' MAXIMUM SHUTTER'SPAN-L+" WXIMUM SHUTTER SPAN*"L+ (ft.).F0INSTALLATIONS&®/ or. OR-Lft. FOR INSTAL ASDCENTERMAM .=-ClQTES: ( ) R"L (fL)INSTALLATIONS iNSTALlATI0N5 W/ W i.N CRETE& ,#,WD '(1)L+:MAXIMUM ALLOWABLE SPAN FOR#GNCN W/ONE H.V.LOCK ®ar�'or or h & 1/ONE HV LOCKS' ANSORY POSITIVE ASA.OFSIGN PRESSURE RATING' HD LOCK.®.W/NO LOCKING RODS r ONE FTy LOCK or ` L-:MAX.ALLOWABLE SPAN FOR A GIVEN NEGATNE CENTERMATES®&®W/'ONE w r W/NO LACKING RODS OR W/NO LOCKING ;00R/!C-ElLl C.D.E, M.'N,0.P,0, /SD.DESIGN PRESSURE RATING. LOCK®W/TWO LOCKING RODS'®TOP k (SEE NOTES t•T{) ODS F.K k L R.S.&V. BOTTOM SEE NOTES (VOL°FOR HOtRRWGQ (2)PROCEDURE TO DEI NE MAXIMUM SPAN FOR SN[17 7) ,I,II,J .T;U.W&X WALL MQUNTINGS.(TOP/BOTTCM)OR FLOOR/CEILING: WOOD WSTALLAlI0N6 CONCRETE&-0 CQYCRETE ' SPCnNEN A POSRNE ASD.DESIGN PRESSURE RATING, A WALL MOUNIViG fLoCF/w.R, WALL YQWRNG p�p� WSTAUATgNS DETERMINE WVOWM SPAN 71'FROM SCHEDULE. n00R/tt11K uOUxImG (wr) YOUMING (W.) itA01/CE4JNo u01➢inNG (^�.) DETE A,E MAXIM ASD. 'L-' PRESSURE Damm, (.W-) _ _ (•m-) nm( uwwnx DETERMINE NA%INUY SPAN 7 FROM SCHEDULE. L4(N L-(N. L4(A L-(Al.. t4.@) - _t-IN L,(N l-(A)O O'AAX'MUM SHUTTER SPAN 1:OR'L--FUN 30 OR LLS I6'-0' 16'-0' 16'-0• ,b'-0'. 30_ t6'-O" 16'-0' 3D I6'-0' 16'-0' INSTNIATIONS INTO WOOD SILALL BE OMDEO.TO FINAL'MAXIMUM ALLOWABLE SPAN 6 EOUAL TO THE 15 ,16-10' I4'-10' t5'-T• I6'-0' 35 14'-10'_ I4'-10• 35 1.9'-2' 16'-10' I05 PM.&S.D.DLSiGN PRESSURE RATING. MD!M.(1M OETTRMNED SPAN BETWEEN l�AND'L=. 40' 13'-,o• IS-10- 14'-7' IS'-2 M1O 13'-l0' 13•-low 40 ,4'-2' IV-2' (])PROCEDURE TO DRBwINF MAXIWM SPAN FOR 45 I3'-1' 13'=10: 13'-4• 14'73" -45- _13'-1'_ 13'-1' 45 tJ'-4' 14'-3' t HV CORNER CENTERMATE j3 MAY BE USFO AT NL MIAMI ONS IN BETWEEN WALL MOUNnN45 50 I2'-5' IZ'-$' 12•-B' 13'-7' 50 _ 12'-5'_ 1T'-5'- 50 - 1T'-3• 1J'-1- NOUNIING INSTALIAII(1N5.LOCKING SPEE TIONS W/FLUOR/COLING MCUNtING9: -55 ,1'-10• iF-10• 12'-1• 12'-Il' S5 11'-10• il'-10• 55 II•-1• II'-t,• SRA, BE AS INDICATED ON MANDATORY CONDITION j2 EOR A WlEN POSITIVE A5.0.DESIGN PRFSSIBiL _ 60 11•-4' ,t'-4• ll',7•. 12'-4• 6011•_<• _I1•-4'. _60 _ ,0'-2• �U•_1,•. Ig1E j5.SHEET 5: RATING. 65 t0'-10• 10'-10- I1'-1I1'-11• _65-_�_10•-10- t_0'-10' 65_ _ _9'-5' 10'-I' DCTFnYWE: 70 10'-G" TO'-6' 10'-9' Ir-5• 70 _,0'-6'_ _IO'-6' _ 7 --i 9-4' I.,.-MAX. SPAN FOR WNL MOUNTING INSTALLATIONS. _ Lx+-MAX.SPAN FOR BOOR/CUlJNG MOUNTING 175 10-1 - 75 10•-• 10•-,' ,0'-4' 11'-," ' • 10',• ]5 - B'-9' yy _ 1 1 EXOpI THAT 141411UM SHUTTER SPAN li ON WSIAL(ATIONS. 80 __ 9'-10' d'-10• 10'-0' 10'-9' 80 9=f 0' 9'_,0' -L MIO MKXVA A ASD.DCSNG PRESSURE RATING FOR 100-56 85' 9•-6'--9'-6' INST/LATXXS IN10 CONCRETE OR CONCRETE BLOCK FOR A GIVEN NEUTI'A A5.0.DESIGN PRESSURE _90 9'—J'- 9•-3' 9'ti`- 10'-1• 90 _W-3' 9'-3-- S1V•U.BE[IMBED AS FOLLOWS: DET MINE WALL 95 9'-0" 8'-9' 8'-2" 9'-10' 95 9'-0' I-CONNECTIONS 70 KEYSTONE MOUNTING Lt MAX.SPAN FOR MOUNTING INSTTILATKKNS. 100 B'-9• 8'-4' 9'-0' 9'-7 100 e'-9' 8'-4• LIMITED.TO+64,-72 P-1-AND 8'-0'SPAN.SEE U^ MAX.SPAN FOR FLOOR/CEILING MOUNTING _ MOUNTINGMOON SHEET7. INSTALLADONS. 105 e'-7" r-1,• e'-9' d'-4' 105 -'110 B--4 -Y-A' 8'-7• 9'-2- 110 8'-4' 7-7•- FINAL-MAXIMUM ALLOWABLE SPAN IS FOUR.TO THE. -_9115- 8'-2' 7-3' 8'-4" B'-11' 115 W-2" --7`-3' SEPARATION TO GLASS SCHEDULE MINIMUM BETWEEN 74+',-L]f','Lt=AND"L' 120__ e'-0' 6•-11' 8'-2' W'9- 120 W-O' 6'-Il- 125 T'-IO' 6'-B' e'-O tl'-5'� 125 7'-10' 8'-tl' (4)GO TO ANCHOR SCHEDULE W011 ORAL M4XIYUM __ ALLOWABLE SPAN AND NEGATIVE A.S.D.DESIGN 130.-- r-8• 6'-5' 7'-10" 8'-1' 130 ,•-B• 6•-s MINIMUM PRESSURE RATING TO DEIEFYINE MAN ON ANCHOR ias r-7 b•=2• 'A'-9•. 7-9• .135 - r-r —fi=r" WIND ZONE SPAGNG. r-50 _5'-ll' 7'-l•� �]'-6• 140 7-5' Y-1l' ASTM E- 996 SEPARATION 145 7'-3" 5'-9' 7'-5' T'-3• 145 7•-3" 6'=9' TO GLASS 150 ]'-2• S'-7" 7'-4' 7'-0- 150 Y-2' 5'-7' -155- 7'-0' V-5' )'-2•. G'-9• t55 /'-0' 5'-5' I THRU 3 )" W-2'- ]'-1' '-7' 2- 160ico 165 6'-10' S•-1' 1'-0' C-4' 165 6'-IU• 5'-i' 170 6'-9- 4'-11' 6•-1,• W-2• 17D e'-9' 4'-11' 175- -s-i•-- 4r_9'� '6'-9- B'-0' 175 6'-]' 4'-9' .LBO 6_6• :a'-B' '6'-8' S'-f0': 180 V-6- O-8• H V BLADE 185 6'-S"_ V-6"' 6'-7- +-e-" 185 6•-5" V-6' '190 _6'-4" !'-S 6'-6" S'-6""" 190 6'-4' V-5- 195 6-3•--4__3'- 'fi'-5' +-5-' 195 6'-3' 4'-3' 200 6'-2•-_4'-2- 6-4• 5'-3' 2GO 1-2' 4'-2•_. Jos 8•_I- Y-1• '6•-J' 5'-t^ 205 B•_,• s•-r - FLORIDA BUDDING CODE(N.. High Velocity Hurricane Zone ®201E EASTERN YCTAL SUPPLY.WC. 54 Y11A 1171(MNMA ,x•55'P. �/T//,, BERTHA HV,, P: — A+ C Accordion Shutter System IL' ECA .GIN6. .SLS.AI. RV.RAM 81 W1 OR W/O RV,'WNDOW HALE American Shutter Systems TIWT TESTING&ENGINEERING COMPANY 9 * •*= �;",.,,,,.6L.v.3w,rA�x,,uNmo6.41,x.A,r Association, Inc. 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DESIGN PRESSURE RATING AND'A CORRESPONDING MOUNDNG TYPE . .. (SEE NOILN11NG5 ON SMIIS,M&1]). LJ PER 2E--TFRATSCUTHUNN E 'SOUTHERN PINE N..'2 W/MIN.G®0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH P' 'NO• SPRUCE'POLE RUCL PINE 1/2-MIN.COX 2 W(•uIN.C-055. FIR NORTH FIR SOUTH DOUGLAS F)R'W/MIN.G-0.50, W/MIN.C-0.43 W/MIN.G-0.36 PLYWOOD' �, 0�W/ W/NTN.G=0.43 W NTN.00.36 �41&.Ju srr(N WALL MOUNTINGS CEILING MOUNT T WAIL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS COLING MOUNT T' 'M.N.'O'&R FLOOR MOUNTINGS 'M,N,0'&R FLOOR MOUNTINGS 'M,N.0'&R FLOOR MOUNTINGS WALL MOUNTINGS 0.0.WALL 160UNTINCS 8.0.WALL NOUNIMGS RO.WALL MOUNTINGS W,&,X W,&X W&X P&0 'S&V S 'V S&V ®maArsilAs b6 ®emr�a9ac 6n ®�0[nazBtm160 uaea l®Luea 6/.Iu®ml@M ecM ®�m[8c2R sx W) 9v ALX Ivsa 9n9(el tPu uc[PxsK ucyO ®I1mXx�ta<_bl oa tw[Pam us 47 30 40 W]5 90 OS 30 40 60 J5 90 O 30 40 60]5 90 OS 30 40 60 IS 90 OS 30 M bD]6 90 OS 30 40 60 JS 90 OS JO 10 60]5 90 OS 30 W 60 a5 NO OS 1 40 60]5 90 OS 30 w 60T73 90 OS -0.OR 12 10 10 9 tl tl 6 8 6 6 6 6 12 10. 10 9 B 8 6 6. 6 6 8 B 12 10 10 9 B 8 6 6 .6 6 B 6 6 5 ♦ 4 9 4 12 12 12.12 12 12 12 12 12 12 12 12 12 12 12 12 12 iZ 12 10 10.N 8 B 6 6 6 G 6 6 12 10 f0 9 8 8 6 6 6.8 8 6 12 10 10 9 8 B 6' 6 6 6 6 6 6 3 4 . 1 ] I2 12 12 12 12 12 12 12 12 12 I2 lE 12 12 11 12 Il 1210109' 8066•'66' 6 `.512 f009' BB66•'Ge 651210109076 'e66_0 56561131212121212121212121212121211121;3112 6'-0• 12 10 10 9 B 63 6 6 6 6 85 45 12 10 10 9 B .+ 6 8 e .5 5 45 12 10 10 9 6 .5 6 G 8 s._5_45 6 5 4 4 3.5 - 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 10 LLS ]'-O' 12 10 10 9 65 f 6. 6 'S 15 1 12 10 la 9 5 3 6. s s 5 5 12 10 10] 5 - 6 6 fi 5 s 3.5 6 5 4 1 - 12 12 1] 12 12 I) 12 12 12 12 12 10. 12 12 12 a58.5 7.5 8'-0• 12 to 10 25 1.5.3 e. B e S • 3.5 12 10 10 6 3.5 - 8. 8 5 .5 33 3.12.10 10 4 6 6 5 .5 .5-3 6 5 4 - - 12 12 12 12 12 12,12 12 12 I2'11 9v`12 12 13.9').5'S 9'-0"' 12 10 10 S 3.5' 6 6 AS 5 5'] 12 10 9 1 - u B 6 1.51 3 ] 12 10 4 ]' - G 6 4.54 3' 3 6 5 3.5- - - 12 12 12 12 1210. 12 12 1211.59.56312 12 10 B 55.5 10'-0• 12 ,0 ]5 4 - 6 8 5 4 3 - 12 10 6 3 _- 6 6 4 5 3 - 12 10 3 - - 6 6 1 .S ] B _ _ _- 12 12 12 12 1.5 9.5 12 12 11 10.85 73 12 12 9 ] 6 5 11'-0• 12 10 55- - 6. 6 45- - - 12 10 45- - 6 5.5 3.5 - 11 10-- - - 6 55 1 - - fi S _ - 12 12 12 12 10 BS 12 12 12 45 8_ I 12 12 8 6_.5_`5�5 12•-0' 12 10 f5- - 6 6 f - - 12 f0 3.5- 8 3 35- 1 10 -_ - B 5 3.3- -- 6 5 - 12 12 12 i. 9.5 B_12 12 11 B.5.) B 12 1S].5 8 5 4 12 10 - _ - 6 G _ - 12 10 - - 6 45 - _ - 12 ].9 - - 6 1.5 - - - - 6 1.5 - - - - 12 12 12 O 83]5 12 12 10 8 .5 5S 12 OS] S 15 1 12 1 - - .9 4.3 - - 13 ] -- - .5 4.5 - - 6 ] - - _- 12 12 12 9.5 e 6 12 12 9.9 .5_6 15 12 9.5 6.5 5 1 a 15'_0• 1Z- - - - - 6 - - -- 12 - - - - - - - - 12 - - - - - - - 6 - 12 12 11 9 J.5 5 12 12 8G ] 6 1 12 9 6 5 4 ,G'-0• 12 - - - - - 6 - - - - - 12 - - - - - 5 - - - - PI-N- - - - 5 - - - - - 8 - - - - - 12 12 O.8.5 85 1 12 12 G BS 5 ] 1.` .5 .5 AS 3.5- 0 HV BLADE OR n HV BLADE W[ HV WINDOW BALLADE WORKING IN'UNISONS }NOTES ON ANCHORS REQUIREMENTS:WOOD SUBSTRATES. 1.Na2aR5 ro IrALL.naD0.Oq` •/000 SOmf SNHL BE AS rpifOs'S 1 vlesrPArz 5N OONSeT OF THE fONRAW9: -SOU11s161 PINE Ne.2 M/a-035(N.-) EMN ROTON ON�16 a 1 �tuiNfl m Lrr.B9YDIX i/I�U1NY OIBFDYfNT AS WDG1iEp AT. ly NORM v/c.o..(1a1s) norma,:su:NOTE 2 6EIAY. -sPmxr ws Tw som r/c-o.36;(Nos.) 2.ANLIWRS ro NOI1Dtl CCY1rz SNALL AS PEA 1101Av1s1c TF[u.SHER 1).AND SNML CM195T K TNI SOIB.O'S Aa PEA N09 2012'SPtt1iMw00NS. -OAS SNLLL 0E PiSUi4ID 1WLs 5 Nl OF T¢RffA10101M110Ni 10ID SPEWIIL'10rob Or 11iE ANCN09'6 1YNI6AONRFA. FLORIDA BUILDING CODE(Non High.Velocity Hurricane Zone ®201B4 ClSi NETAL SUPPLY.INC. ERTHA HVTM ' 'J A S■S.A. Accordion Shutter System KV.RADE gl W/OR W/0 HV.WNIDW RAIX _T WOLDII 9American Shufler S msTILLIT TESTING&ENGINCERING COMPANY. A!loclOHOn. In 1/13/15 Pae' 1/1]/15 AAA67 S IIL° " °Q'1°�}1 4268 Weslroods OFe w�.aDRAWING No West Palm Beach, FL 3340715-085 67u�/..16] SHEET S OF 20 I INSTALLATION DETAILS ON EXISTING 'WOOD BUILDINGS FOR n HV & (f1A HV♦ BLADES AS APPLICABLE MAX. SHUTTER SP + 0 — FOR INSTALLATIONS INTO WOOD'WITH HV BLADE 1)ONLY S ALL WILL FlN6H IED TO 105:0- sA.S.D. DESIGN PRESSURE G SEE S 19 FORMAX SPA & �a r TAPcoN oR A.S.D. DESIGN PRESSURE RATING'FOR INSTALLATION WITH BLADE 1 & WORKING IN UNISON TNHREADFO 1 Clieµl —\)� v.ro TAPCON ON �W/1'1/2•Yin.PENETRSTH?1 :;I TAPCON WITH ADVANCED TI,P.EADFORM TECHN0L0GY I. Of TRREAKO ARFA TO f/ W/1 1/3•...PENETRATION OF THRE10E0 PREA To EYSRNC WOOD HEADER 1 w00D Nr/DER(SCE SCf1E0DlE ON SNLR Is) ro ( ' QOR (SEE'SOIECUU:W SIHEf 15) I 1 '- �® W/1/55.YKNAA WfDLLE a1 O� Fx(12. W/1/a•-20 NJIS ~'01115 FT 19 F�Oi�—._ 'f o lr O.C. 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HV.9AOE/1 W/OR W/0 HV.WINDON RADE • G//It3/J—7 TIWT TESTING&ENGINEERING COMPANY AmefICGO ShuHer Sysf�ms ,�a„,,,o. oMr owm e,. N.� .*c Assoclatlon, Inc. M c1.0IMw 11a*wm ./Mls TATE nF - wa«...aea,sv,se.am,wiwrA wane,noun.v( e 4268 Wea(roads em O: �• Ii♦; rlipna:(a05)a]I=1350.ip[:(a05)091-IS]I 'DRAWING No IORIDP •((�`',e` °""O�'^°"°a0.2 West Po,m Beach, FL 33407 3 F•.1 _ a ®x,19 15-085 eM.1[r1 n laalr.n.r.E SS1�N...ENv�```\ ATE naxm\up. a1c>. 3 SHEF7 P.E�"�JJt{I/rAYi11MYURE/D18OP 20 gMMI LaffATDNS'AM C%=NS OF USE FOR BE]M A 1.YAR ASD.OESKD!PWSSIAK IUDNG f,10,-110 tr.l. ].YAY 5NU11TA SPAR 96- .� 1 ALLOAEO YDUNIING4 AD.G t N ON AHE15 6.): UNiDiGS Y• AS tlBE AS MOO,T.U a W W SNFEFS 16 t 1). OIMQY CLHR30BIESBOIII W/ AOR G�v1 tAE MlD'IED WRH OvOQ - 4c4 uuMsr w wauno ONLY a E 4RAccess 5�DF M.G CND �.(A),fY N' RUDE V.9U31 OfIY ALDW A uADWY Or 5 OP[NNGS (SA HO1E5)fOR©'PDT W/JE AT SP.rIDl45 SNaWN ON SNER t. IIA%.6 N1N'Ml'AS OF AN!S•Aa W FOR�i 51W1.REB n'. 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SHUTTER SPAN:84' WIND ZONE MINIMUM j 'ASFM E-1996 SEPARATION ax L EX45RNc GnSs—I: ON.SEPN IITION 3.ALLOWED MOUNTING:MS ON THIS SHEET. TO CUSS 10 GIASS ..'I ( SCHEDULE). 1° 4.ONLY ENTERMATE 21 W/24 HV LOCK ARE ALLOWED 1 THRU 3 )• ® 0-20X3 BOLT ') WITH 21 ARRANGED A METRICAL LAYOUT. -------- MUST PENETRATE>k 1' i O r USE 0 (2)35 (6"LONG,MINIMUM)MUST ALWAYS BE 4 4' _ /a•.a.,/r:o6u•,x u°.I" Exs,Nc,Txs, INCLUDED.AT (RIOR OR INTERIOR ACCESS SIDE OF ,ter] �cart.cay.sim,wa auNNn.I As amUrlBlE LL�� CENTERMATE. ,�5o'-r o50' Anu A-453 mnoE ao w,o-ao (A/' Maao FAVLwm.ro sews � ��m /(z)Ian/Y,Ex sa¢vs ox 43c aJa I . MIFT°OR a F%IElaai fArF I�O.a. .O 6-O.C- '' �� .' 1/4'P-20 THREADS WI E\ #4`BLADE SLACK DETAIL FTVF IS ALSO VALIDTRUCTI FOR O 1/4-0 ELCO'CONSONW. ' �( - 1/2- 12 8 CENITERMATE 21 APPLICATION WITH BLADED, PRODUCTS'FAB-LOK HD Oi S/z'.o.o]s•twcx ES: a 6"O.C. 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Accordion IO RV.W System . dG" HV.BADE Bt W/CR W/0 HV WWOlI 9Atf c qy1 = American Shutter Systems n, a scm.6oN w,c WuvR m: ML *? -Ir ;*•� TIWT 7ESTINC.B ENGINEERING COMPANY �laala}Ion. Inc. ttn 11-192 Vt]ps Mrt: +/I]15 6w:a..xm.n.v sa ..nrana r,asw pn a ��. (=)V-530.Fa.:(=)--,ut 4268.Westroads Drive z DRAWING No 0�: :`CORIDP •'��� °""®M_ `°°"d"" West Pnlm Beach, FL 33407 T 15-OBS ,C Fs••.-......':G�v`\`C� NALTIR A TILLR b.P.L a. . :P,.E�rYIAJ,% ;DATE noRa Lk 8.a,aT 6 SHEET 20 OF 20