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PRODUCT APPROVAL
t Florida Building Code Online Page 1 of 2 I , � SCApN`,NED � µ, 1711 Wy loci ' �x.` `,., St. Lucie Crn,nr FM1DIytB vi�ueuHitd 1305 Home'[ Log In I Usernegatration i Hot Topics I Submit Surcharge I Stars&Facts I Publications f FKSoR; BQSSite Map Llnl¢ { stanch Busines Professi rial , usert P nliAliroval Regulation PmIII [[ Approval Menu > ProEucC Q Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email > Application Lls[> Application eataa Mr t d am rwN FL1850-RIO MAY 15 2017 Revision 2014 PERMiITrifVG Approved St. Lucie County, FL American Shutter Systems Assoaation, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 (561) 209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley 's- Iretlriguez@easternmeLa y ,�j p"a � '� �� P ���;;;yyy���ylx � Technical Representative t GAi Eye Address/Phone/Email Lim 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 R Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Walter A. Tillie 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 A Validation Checklist - Hardcopy Received Certificate of Independence FLISSO RID COI HV Accordion Ci HVHZodf Referenced Standard and Year (of Standard) Standard Year TAB 201, 202, 203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D https://tloridabifilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDqs9/o2f%2ftCOhpJQ... 2/15/2016 Florida Building Code a, Page 2 of 2 Date Submitted 04/26/2015 Date Validated 04/28/2015 Date Pending FBC Approval 04/29/2015 Date Approved 06/23/2015 Summary of products FL # Model, Number or Name Description 1850.1 Bertha HV Accordion -Blade 3 Extruded aluminum blades folded together thru knuckles and (HVHZ) Drawing# 15-081 retained by tracks to provide hurricane protection. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL1850 R10 if A.S.S.A. INC. drawing DRWG 15-081 odf Verified By: American Test Lab of South Florida Inc. Approved for use outside HVHZ: Yes 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 FL1850 RIO AE A.S.S.A. INC. P.E.R DRWG.15-081.odf Created by Independent Third Party: Yes psf positive ASD load and 13'-0" for 35 psf negative ASO load for one specific condition shown in span tables. See additional loads and spans on engineered drawings. 1850.2 Bertha HV Accordion Shutter Extruded aluminum interlocking blades retained by tracks (Combo) - HVHZ - Drawing#15-079 (top and bottom) for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL1850 RIO If A S.S.A INC DRWG.15-079.odf Verified By: American Test Lab of South Florida Inc. Approved for use outside HVHZ: Yes Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Large Missile Level "D". Max. span is 13'-2" for 30 FL1850 RIO AE &S.S.A. INC. P.E.R. D WG.IS 0 9. df Created by Independent Third Party: Yes psf positive ASD load w/o window blade, 16'-0" for 30 psf negative ASD load for HV1 blade w/o window blade for conditions Indicated on schedule #1, sheet 12. And 15'-5" for 30 psf positive ASD load w/o window blade and 18'-0 for 30 psf negative ASD load for HV2 blade w/o window blade. See sheets number 12, 25, 28 and 28A of installation drawings for other spans and pressures. 1850.3 Bertha HV Accordion Shutter - Extruded aluminum interlocking blades retained by tracks Blade 1 Only (HVHZ) - Drwg# 15- (top and bottom) for storm protection O80 Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL1850 RIO 11 A.S.S.A. INC. Drawing D WG.15 080. df Verified By: American Test Lab of South Florida Inc. Approved for use outside HVHZ: Yes Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Large missile level "D'. Max. span is I6'-0' and FL1850 0 RIO AE A.S.S.A. INC. P.F.R D WG.15 080. df Created by Independent Third Party: Yes 14'-9" for 30 psf ASD negative load depending on centermates and locking rod configuration for the HVS blade, 8'-0" for +64, -72 psf load for HV blade for Keystone mountings T-0" for +75, -75 psf for metals stud mountings and 8'-0" for 110 psf. for HVl and HV1A working in unison. See sheets 7, 11, 20 and 19 respectively of Installation drawings for other spans and pressures. sack nut D>`ntact us :: 1940 North Monroe Sheet Tallahassee EL 32359 flora: 8W.487-1824 The state of Honda Is an WEi0 employ¢[ CooMOM 200"1-1013 stela of Florida ;: Privacy SLn@ment :: Acces sIbIIM Statement ;: Refund Statement Under Ronda law, small addresses are public records. If you do not want your a -mall address released In response W a public -records request, do rut send ductraNc mall to this anbty. Instead, contact the one by phone or by beckoned mall. If you have any questions, please contact 850 467.1395. -Pursuant to Section 455.225(1), Rogda Statutes, effective October 1, 2012, Ikensees licensed under Chapter 4S5, F.S. must provide the Department with an email address If they have one. The smalls provided may be used for official communication word the Names.. However small addresses are public record. If you do not wish to supply a personal address, please pmAde the Department with an email address which can be made available to the public. To determine if you are a licensee undo product ApprA oval ttopts: "+err M M CrediE �WrH li. 'SAFE https://flori dabuilding.oralpr/pr_app_dtl.aspx?param=wGEVXQwtDgs9'1o2f%2ftCOhpJQ... 2/15/2016 GENERAL NOTES: 1. SEERUM ILO. ACCORDION C OORDION CODETHISEN SROOwN ON SHUTTERTHIS PRODUCT MAT 6EAIRJQN DOCUMENT AT NIGH VELOCHPB tt HURRICANE vB ,nmNMMR COMPLIANCE IN NXORDNICE %TM THE 2014 (5N COTTON) OF WEDESIGN WIND LOADS SHALL BE DETERMINED AS PER SEGTNIN 16M OF ME ANTE MENTIONED CODE. FOR A SASIC MIND SPEED REOVIREO BY WE JUPoWICRON WHERE SHUTTER WILL BE INSTNLLM WIIH A ORECTIONALITT FACTOR of -OAS. USING AUX 7-10 AND SHALL NOT E CEED ME MANMUM (AS.D.) DESIGN PRESSURE RANGE INDI ON SHEER 11 TNRU 15, 19 & 20, M MO TO VFRI%THE ABWE LA COMMON. ULINATE DESIGN NAND SAM DERAAUNm PER ASCE 7-10 Sl LL DE FIRST REDUCED TO ASO. DESIGN "M"MMS W NJJTG DIG THEU W SE, INOPEROTO WNPME THESE W/ NAE (ASD) DESCH PRESSURE MrNW INWWFD ON SHEER it MflU 15. 19 & 20. N ORDER TD VERSI THAT ANKHMS ON MR P.EO., M TESTE, WfRF NOT OYE6TRCRGED. A 33 S. INCREASE N N ABLE LOADS MR NAND LOADS Wf5 BOLL USED N THEIR AWLLYSS. BERTH H.V. ACC010)IW GIOTTO SOMAS A➢EQUAV MR WINO AND LMff MISSILE IMPACT . WAS BEEN WIFED IN ACCORDANCE WITH SECTION 1026 OF THE ABOVE MENTIONED CODE AS PEN All REMRR: -HV SVDE O OM14p1-03, 10715.01-03. +1004.01-M. R1214.01-05r 80317.O2=06, A05ED.01-10 AND /0210A1-11 I5 PER TAS NJ, TAR 102 AND TAR 203 PROTOCOIS & #1220.01-10 M PER TAS 201. IM 202 & TAS 203 PROMCOIS LARGE MISSRE -W *,NOW EWE ® 80505.01-00 f5 TAS 201, NO & 2W PROTOCOLS AND 0725.01-IN AS PER TAS 202 PROTOCOL 2 W BLADE (D AND W WINDOW BEDE ® ARE ERGNEERED TO WORT( IN UN M WITH EACH DINER UNDER ME DENFAAL UWTATONS AND CONDITIONS OF USE INOOAMD ON SHEET 19. 3. SETU N.V. ACCOMION PINS (W SOROS). USE, AT THROES FNUCNIE ANO FOR ORMF MCMr CIXMECIION TO TRACKS AWL ESE / 14%.25 AND ( 14%I.75 RESPQCNVELY. 410-HT MIN NUM AROSS PPMYIDNGRAMS MPLIGJMI YREGISTEI�D R,, PMB I ,UM, iSY.iRNS AS9%I,A M PIM MP n BEAR THE W NIXING ON MR NDACRD9Ufm COATING SITTER AS MA'NIIFACNPLO IN 4, ALL ALUMINUM E%MUSIONS SHNLIBE ALUMINUM ASSOCIATION ALLOY AND TEMPER AT INDQVW ON SHEETS 2 AM 3. MNIMUM YIELD MOM FOR SM8 16 A1LQT IS 31.7 MF ONO S3.7 W FOR 6005-15 ALLOY. 5. Al SCUM TO BE 5TAN1E5S M,_ .T04 OR 310 AA SHIES OR CORROSION RE45GM COATED CORDON STEEL AS PER DIN SW IS WRH 5D loi WIN. TROD STRENGTH AND 90 W MN. TFNSIIE SMOOTH AND AWL COMPLY W/ RORM BUILDING CODE SECTOR 2411A14. 6. SOUS TO BE ASIM A-307 GN.VAM1RkD SIFII. OR AN N4 OR 315 SERIES STNNIES3 SIRl WINI M Jei MINIMUM YIEIS SM EHOM. T. SEE TINE MLLOWNG SHOUT FOR AMLTIOR SPECIFlGTIONS: H' BLARE G : 1213,14.1µ15 AND 20 W BLADE() & G ACTIONS W UNISON: 12. 13 & 15 S. MIS MOCHA N.V. ACWMIW SHUTTER SYSTEM BBJG A US, PATENT 06 79.552. COMPONENT OP WIS AaPBo,& AGE COVERED, IN RIN IF OR IN PART 61 US, PATENT (Y453,119 ISSUED TO EASTERN METAL SUPPLY, INC. 9. R AWL BE ME HESPVNSIDIIfIT.a WE COMMA R R TO VBOM TIE SUMEN65 OF MC SMULTIRE WERE SHUTTER IS W BE ARACHEO TO INSURE PROPER ANCHORAGE CONTRACTOR M SWGULI( ALL SHUTTER WMMIEIR EDGE, W IM RE,M, MRU FASTEMNG W CNNNUOM CQYTACT'WIN ME BWOWG TO PREVENT WNG/RAW MMUSION, M. FART UNR MUST BEM POIJUARM 1,419. IN A V9BIE PIACE MTH WA,,U NOTE OMNI IMM OF HURMWHE WARMNGS HOME CANER. T]WNT. OR OTHERS. COST PROPERLY CLOSE Al W AAD NO CBREWWTES AND ENGAGE OR LOCK Al W AND NO CGS. I, SHORTER MAHUnCNRE#5 OUSM SWILL RE LCCATD ON A READILY NSIRE LOGTON.AT AMERM N SHUTTER IN ACCORDANCE WNH SECTION I71083 CF FERRIC BUILDING COOS ME IABCL SHALL BE PLACED FOR EVERT OPENING. IATEUNG TO COMPLY WTM SECTION 171082 OF WE FLORIDA BUILDING CODE. 12 BEBUIl4 H.V. ANOR010N SHNBBt SYSFOrG INSTALLATION SHALL COMPLY WM SPECS INDICTED IN MIS DRAWING PLUS Altt BUILDING M'0 ZONING REGUTADONS PROIiUEU 6Y ME JURISDICTION WHERE PONY IS APPUM N. IS (a) THIS p r. PREPARE, W W5 LTIP.NFEt IS REEFS MID DOES NOT PCOVIDE WFgUMTON FOR A SITE SPECIFIC MOUNT; i.e. WHERE ME SIRE CONOMDNS DEVIAE FROM ME PED (b) CONTRACTOR DIS To Ele RESPONSIBLE NIH R WE WNMFMON. PURCHASE $NEWT U TSIIEH R T W LIFE AFE o M RS ARC(. CI, BASED ON TH5 P.M' PIOYNm HE/SHE DO'S Nor BEVATE ROU (c) MIS PED. MLL BE CONSIDERED PAAID IF ALTERED W ANY MEANS. (J)'IIE SPEGFlC PROJECTS SHALL BE PREPARED BY A RARTA REGISTERED ENCINFTR OR ARCHITECT WHICH WELL BEOME ME ENGINEER OF RECORD ( ..O.R.) MR WE PROJECT AND WIO WILL. NpEFOR ME PROPER USE OF ME PRO. "GRINNER C£ RECORD. ACING AS A DELEGRD ENGINEER TO ME RED. ENGINEER SHALL S(II or TO THIS UTTER THE SITE SR NA�OR TABLE OF CONTENTS GENERAL NOTES SHEET 1 SYSTETA CONPONEDS 1-20 SHUT 2 SYSIEN COMPONENTS 21-37 SHEER 3 TYPICAL SHUTTER ASSEMBLY 38=44 AREA D• Hy BLenr n AND w WINDOW SHEET 4 BLADE (WHERE APPL Aa n TYPICAL SHUDE2 ELOJATION & NOTES ON LOCKS SHEET 5 INSTALIATTM DMIIS A-F, CONCRTE/BIDCK SHERF 6 IPSTALADON DUALS G-M, CONCRETE/RLCM SHEET T �uTFRMATE ODUL.S EN SHEET 0 CENFERNATE ALTERNATING DUALS HV SHEET 9 END CONNECTION DUALS 1-6, CONCRETE/BOCK 5HEET 10 MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEOUO- CONCRETE SHEET 12 ANCHOR SCHEDULE- CONCRETE SHEET 13 ANCHOR SCHEDUIB- CONCRETE SHEET 14 ANCHOR SCHEDULE- CONCRETE BLOCK SHEET 14A ANCHOR SCHEDULE- WWD SAM 15 LNSTA 11014 DETAILS MI WOOD SNLET 16 INSFALIAroN DETAILS S-X. WOW SHEET 17 END CONNECTION DUALS 7-12 & X, WOOD SHEET 15 AREA 3• HV WINDOW BLADE 9 ONLY mRO L SNUITEE EIEVATON SHEET 19 AREA a• HV WINDOW SLADEMONLY INSTALLATION DETAILS, METAL SNO WNLS SHUT 20 THIS DRAWING SNAIL ONLY BE USED W OBU1N PERMITS N4 THE STATE OF FLORIOA (o) ORIGINAL P.EO. S Al BEM ME DATE AND OMGIWJ. SEPL AND SIG1a4NRE OF ME PROFESSIONAL ENGNEO OF REOCRO THAT PREPARED R. t(pF�T'.r"""'�.� R Ni h VelocityHurricane Zone ' EET d . E' 9 N � ^•oSLs(OHAI P.E SFN./51GNA111RE/OdIE LE E C O �Nc. A■S■S■A. American �S Rion, S(SiBTs 42M W(QHOn. Inc. 62E0 West Roods Ome West -2 BGOCD, FL 33401 Phane: (800)432-2204 . FED: (581)209-8380AME ® 2015 EASTERN METAL SUPPLY, INC BERTHA HVMA Accordion Shutter System OCOR @T WIC W/O KV. WITDO71 BIDE TILLfT TESTING . ENGINEERING COMPANY x• sk' n wKNa' auAL+i F1nImA sFH (aas�n-lsw . H. : (.WaLnt-ta31 - :-GODe I. R kTI T WFSFG A TIN L. 67 RORmA M. / 4418T aL . I wn DRAMA ef: Ml. 1 I Om th193 So 11-19 a/1D/I2 wTe w/1D/1a 2 DRAWING No 1 IS—Qg� S 4 5 SHEET 1 OF 20 e 1 HV SOLID BLADE COVERED UNDER US PATENT # 5458179 1(a HV WINDOW BLADEe UMfTATIONS OF USE OF BLADE ® ON SHEET 19 6063-76 ALLOY AND TEMPER L6' p 070' 2.21U' }) 8' (60HV ADJ. FLOOR 1RACK QUALIFIED FOR USE W/ W HLAOE(I 6063-T6 ALLOY AND TEMPER 1,117" DW" N �p e' 670 1.608' d ' 11 HV CEILING HEADER FlED iOfl USE W/ HV BLAME ONLY. SEE SECTIONS FOR VALED BG63-16 AMOY AND TEMPER If I V I I- MNXN2 . I' A6' ! SIDE ANGLES QUALIFIED FOR USE W/ W BLADE(j) 6063-T6 ALLOY AND TEMPER OA59'_e_• 1o.988' OHV UNIVERSAL FLOATER EDALFlED FOR USE W/ HV BLNE 1Q 6005-T5 ALLOY AND TT MJPIER DTP.) 4,39 Q7 HV ADJ. ADAPTER W/UP QUALIFIED FOR USE W/ FN DLLOY N 6063-T6 ALLOY AND TEMPER VAAIE9 1• 1 ' Mm. b .aeJ• $ r •d ,m ssa• .ass• 14 HV HEAD/EH(SILL l� QUAUFE6 FOR WY MID BLADEs�/ONLYTEMPE HV ®.QUA DID- - - CUAl1 DIRECT FOR M W/ HV B ADE I j 6063-T6 ALLOT 0 TEMPER Qi2 g B15' .032' 4.1a6• (�HV WALK -OVER -OVER Tyyyrj CC QUAUFTED FOR AND W/ HV BLADE 1 6063-TG ALLOY TEMPER 91. 3V 62G J529'' 73 HD CEIL)NG HEADER/SILL QUALIFIED FOR USE W/ HV BLADE lO SEE SECTIONS FOR VAUDTIY. 606YTG ALLOY AND TEMPER COMPONIM A e Tt T2 2- S' M.U(. 1/8- 1/8• otl 2' S' NAY 0.192• 0.192' 19 2.5' T' W, 0.190 6139' el". 0.131' S(� 2' S' MAY STATE OF / +� IL ECO,,a. TIWT TESTING k ENGINEERING COMPANY 6V5 N]fimfit6M..]85, vJGARoMn.Nmwu PAon.: (3052311-1530 ;FFe.. : (305)871-1531 C �(r SyONALE ' _,,,: o00x,Q mm MTER A TIWT Jf. PL -E�STAI./SIRUINRC/CATE MORON Uc. i 44167 1.491' UHV 9Q'�18 STARTER QUAllFlED 8OR USE W/ W BLADE 6063-T6 ALLOY AND TEMPER 16 8• 994' V641 'p .920 -- 9OYTRENCH T ACKACM OUAUFlED FOR USE W/ HIM BLADE 01 CNLY. 6063-T6 ALLOY AND TEMPER VAgIFS 1,936' .125 R• -g 70 14 HD WALL HEADER/SILL pLlgl,9'IED FOR USE . HV BLADELO ONLY. 6063-T6 ALLOT AND TEMPER X Y t 2' 012T J" T OA90 ZO CORNER POSTS QUALIFIED FOR USE W/ W BLADE() 6063-T6 ALLOY AND TEMPER A,S,S.A, American Shutter Systems Assoclatlon. Inc. ♦268 West Roods Drive Wast Palm B.a.q FL 33407 Phone: (800)432-2204 . Fax: (561)2M-83B0 HVLINGUARD QUAURED FOR UW/ VA! BIPDE 1 6063-T6 ALLOY A D TEMPER RV. VANDOW HALE DRAWING No 15-080 4Ve 9y 21 HV CENTERMATE OUALIFIED FOR USE W/ HV BLADE D& ® ONLY 6063-16 ALLOY AND TEMPER (�tQ GD63-T6 ALLOY AND PMW 9 M. XHV i _..� ." C (C 1 T LOCKER FOR "r LOCK CENTERMATE �QUAUFIEO FOR USE W/ HV BLADE 1 ONLY UAUFIED FOR USE W/ HV BLADE ONLY 6063-T6 ALLOT AND TEMPER 6063-T6 ALLOY AND TEMPER ONLY HD CENTERMATE W/ LOC G QUALIFIED FOR USE W/ HV BLADE 1 & 1 ROD 6063-T6 ALLOY AND TEMPER VA416 13' 1/IH. �� �naA)wcsFi YIS f ® LOCKING RODS OUALFIED FOR USE W/ HV BLADE I 6063-TG ALLOY AND TEMPER INSTALLATION WILL REQUIRE A 7/16- HOLE IJ LLED AT TRACKS FOR PROPER EMOEDMENT 5053-16 ALLOY AND TEMPER taJO' ]3•R �h HV 3/"0-16 AMAL THUMBscU Wes_ QUALIFIED FOR USE W/ NV BLADE(j) 91 HV 60 CORNER O ALFlFOR USE V fi063-TB ALLOY TEMPER 1/n•-zw I/r-m rut xvv mRuom xwnnic cnRa SSLLS EI lY PAXrtO to re.) 3 4l - HV LOCK QUAL 8 5' Ste G6 Rl5 (OIRY[ H41F➢j BLZOR USE W1 HY CE6 & ONLY. ®3 HD QUALIFIED FOR USE W/ W BLADE I & 1� 6063-Y6 ALLOY FAND TEMPER 11/2' I/4'0 HV 1 /4' 0-20 AISI 304 S.S. Ol"LIFLED FOR USE W/ HV BLADE 1 °a IL EC0 s c. TILLR TESTING & ENGINEERING COMPANY F', FFem : (365J6/f-1Sb . Fm : (PO5j6)1-fill mmit ulecoOaW.wn r RN.IER A T A. v& E fLORw Oc 0 4116] I/T/,- YI rASf NpbWC fNu: Et RVYfL PINm REIR ¢WS L1IN[4A T"K19¢ MlT9J ® HV EGRESS LOCK QUALIFIED FOR USE W/ HV BLADE D& I4 ONLY. ' 10P,R0V1 1'� "AFTER RLNG BEFORE RNERNG 1/4"0-20 x 3/4" 1/4"0-20 RIVNUT* S S THUMBSCREW 45FFE5 B1M MLIIIMIu (302e-1J a101T IM4F i1N14E mix .63r sxn DYTO. Part I PM.. Aa wMlrU ON IO nw¢ UIERRY TIXI�1, vw�vENr. NDM .msLr Pzrcr OR ® HV "T" LOCK ® HV ALTERNATIVE LOCK QUALIFIED FOR U5E OUALIFIED FOR USE W/ IN W/HV SLADEQI ONLY. BLADE 100NLY. -;5F- �Q ro ea• OP A-IHUM6111RN OYMNDER OR KEY CYLINDER 0.6]3• Wn. I Al W.. TR..=RN ORI'EYR OR K I.11 Y L CYNNO[N IJe' Yo (R HD LOCK BY REGEW IRAROWnRE MORTISE LOOKS 6ERIES 2333 HOUK 60LT LOCK. QUALIFIED FOR USE W/ HV BLADED& IA A.S.S.A. American Shutter Systems Association, Inc. 426E W—t RPPLP Dave West Palm BeOPN. FL 33eG] Phone: (BOU)AS2-2204 . Fuz: (361)209-a360 DRNNING No SHUTTER ASSEMBLY SCHEDULE FOR HV HV Q HV BLADE 1 ® HV BLADE 1A HV LONG RECESSED NYLON BUSHING ® HV SHORT RECESSED NYLON BUSHING © HV NYLON HAT WASHER ® HV WHEEL CARRIAGE NSI 302-303 SERIES 0.870-x3/16- THICK NYLON WHEEL. 0.188"0 AISI 302 SERIES S.S. RNE15 ® HV 1 3/4' ACCORDION PIN W/ #8 HEAD s ® HV 2 .3/4- ACCORDION PIN W/ #8 HEAD Y POLYCARBONATE IMPACT RESISTANT HV WINDOW ® EXTERIOR @OR ® U P or kUiREmENis AT ExrEgiog suor KNUCKLE FOR yYy gPg3 (1) HV PIN © SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 10 OR HV ® BLADE. TYPICAL SHUTTER ASSEMBLY H .5. (2) HV PIN ® MAY BE USED IN UEU OF 0 AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1Q WMV BLADE WHEN CORRESPONDING TO INSTALLATION -11•, SHEET 7. 0 .r O (3) HV PIN 0 OR 0 W/ 1/2" O.D. 1/16" THICK S.S. WASHER nP O SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, 'e> SHEET �0 etenE'S KnucwE r, 1 OVA) 2 ]/B' 315'P SEP.. BEAD -IR.�{i`SfJJ eun aPw6 FOR A � _..©OR ® ® j EXTERIOR HV RN ®OR AT " TOR GLADE"5 MUCKLE. (SEE NOTE FOR REQUIREMENTS) i�'s. tX. Y�HEEL CARRIAGE DETAIL A EMBLY LAYOUT tr M HV BLADE SOLID & 2A HV WINDOW BLADE DETAILS N.T.S. / IILIECOL.c. T OF j ^TILUT TESTING & ENGINEERING COMPANY II.P. .16tA. 5l, Sle X.S. HR4MN fJJdA•tR iVM53 .V ssPaenc : (3P5�8]t-10.10-IS]1 �v4{r1v men: me<aeooer.w.e E e m-Qoos]1a "�� ,rT� WR-OW A IW!. P.E. RC7w1E Rf1RIN Lie / HI6] ON s• .1e7s•rt ,e;wa � NVyE .may,.• s®m Y-3 .a628 625" TYPICAL HV WINDOW BLADE g AND POLYCARBONATE HV WINDOW DETAIL IV —RESINS, UV -STABILIZED GRADE OR SABIC TO MID R uE NNOVATNE PLASRC LEXAN 103 RESIN 1 , (SEE NOTE 7- ON SHEEP 19). POLYCARBONATE SOURCES FOR ttvt R6MR�Rs vvz,r se SWxl..m rd£� ri/av m la ♦. sveme wane A mev ..A? v.vu u/ef I6� mac �mn sn+excn uvu 6m aw0 P+L vam v.r. nawn. sxwmx ♦r nm rsn vmv 1].m v+I. vuav .L NnwL wmvus am vwv a.aaav Pu vz.mv Pu. nescc xmavD ¢w rsn mx ,e rt-nryi 1] rt-w� mIa¢ rear Tsu omu ox x z aM rwz a awac rm vm� o-1 v s o-� aA¢ 5Q{ YJOIW a51u P,PID IOq F BW T >&R0>ffi; rom aixi rmsec zmPrn, RrtR asn m mea P.+ nnsvE anst eepeE eTAnRwm Am ® eIm v.z. em vu A.S.S. In Ameriean Shutter Systems Assoclallon, Inc. 4268 Waat Reads Drvv West P.tr Bvacn, a 33407 Phone: (800)433-2204 . Fa. r (551)209-8390 i Ilefocity Hurricane Zone STERN NETAL SUPPLY, INC 'HA HVTM Shutter System OR W/0 KY. WNDON HIDE M BEE EID CONNECTION DUALS ON SHEERS 10 & 18 i . FULL HEGHT. TYPICAL (1) HV BLADE SHUTTER ELEVATION N.T.S •NOTES ON HV LOCKS AND CENTERMATES: 1. MANOVYDRY CONDITION /1. ONE HV LOCK ®or ®SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12' ABOVE OR B¢¢ppW OF SMURER SPAN FOR SPANS uP m 105', AND FOR INSTALT�TIONS T ANY ELLVAnON. N LOCK U 4r ifMAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHED TO d OR CENTERMATES W/(2) 1/4'0-20 x 1/2' LOW FIAT HEAD S.S. M.S. LOCATION OF LOCK SHAM BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 2. FOR TWO HV LOCKS OR OR ONE HV LOCK OR W/ TWO LOLKWG RQQDS AT TOP & BOTTOM SHALL BE SED F R ANY SPML AND IN AL)ARO AT ANY ELEVATION. HV LOLK Q� OR 0 SHALL BE ATTACHED TO OR @ CENTERMATES W/ SAME SPLDIRCATIONS AS PER MANDATORY CONDITION 11. LOCATION OF LOCROCKS AS APPLICABLE SHALL. BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAKIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULE 83 ON SHEET 12. 3. IF DESIRED, FOR BETTER PERFORMANCE OR MR SECURRY PURPOSES, UP TO M HV LOCKS OR Y BE USED AS m INSIDE OR OuTSIOE LOCK. COJNECTON OF LOCKS TO CENTERMATES S ® OOG N OF LOCKS SEE AS NH BE ASN NOTE INDIIcAIFD ON TYPPKAL SHUTTER RUINATION. BE USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE. LOCKING RODS (V OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON ' HURRICANE POSITION). S. NATES FOR ANY SPAN A6K ODS AND H D.TOTQNs AT A CEuwAAOTE W//(2 OK ®0 /H LBE USED AS AN FAD B.S.Ma� BE USED AT COMM E N 5 n INSIDE LOCK. B AT TOP & BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATON. MA,YIMUM SNUTIER SPAN SHALL BE DETERMINED AS PER SCHMIJ ES SHOWN ON SHEET 12. . ONE ALTERNATE HV LOCK MAY BE USED IN UEU OF MY LOCK EON ANY SPAN PIN INSf UATIONS AT ANY ELEVATION. ALI EtLIATE LOCK ® MAY BE USED AS MT SIZE OR CUISINE LOCK ATTACHMENT OF 1/4'0-2DK3/9' S.S. THUMBSCREW TO 't OR ® GE4TERIAATES SHAH BE MADE K/ 1/4'0-2Ox3/4' ALUM. RRNUT AS SHOWN ON SECTION MITT. SHEET 8. ONE LOCK SHALL SE USED AT 1/2 OF SHUTTER SPAN OR TWO LOOKS AT 1/3 OF SHUTTER. SPAN. T, ONE HV TOM ® or ® or ® SHA L BE USED AT 1/2 OF SHUTIEC SPAN FOR ANY SPMI OR 127 AGOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPARS UP TO 98', AND FOR INSTALLATIONS AT ANY ELEVATION. W LOCK ® or ® or ® MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO ® or Q SYMMETRICAL CEaRRMATEs W/ (2) 1/4'-2D x 1/2' LONG FLAT HEAD S.S. M.S. ®TOPOANO N OF LOOK SMALL OM 1 COME AS INDICATED O CENTERMATE *NOTES ON H TYPICAL SHUTTER ELEVATION. OBE OF LOCKING RODS ® W/ OF CORNER T LOCKS_AND CEN7E T LOW S.S. WINGNUT OR W/ 1/4'0-20x1' S.&M.S INTO A 1/4bx 5/8' RIVNUT.LOCII MAY BE INSTALLED AT MOSPAN OR 12 *NOTES ON HD LOCKS & CENTERMATES: I 1. : ONE ALIERNATE HD LOCK® WYSE USED W umOF �. HV Loa(ITT FOR PN! SPAY MID IYSIALATIONS AT ANY EIEVARON. ALTERNATE HD LOOK ® MAY BE USED AS MT WIDE OR OUTSIDE U= ATTACHMENT OF ND LOat Q TO �IS W/ 3 /B x 3/8' F.H.SSMS, AND INCLUDESI RMFORcumoa MSEITT ® AB SHOVM ON SECT10N5 HOB -INNS ANDC-INC SHEET to. LOCK MAY BE INSTALLED AT ILMPAN OR 12' MMOMUM BELOI OR ABODE MIDSPAN. USE OF IDCKWO RODS ® IS COIPLDELY ORIGINL ��TE 00� t�! NOLNc. /i 'a � TIWT TESTING k ENGINEERING COMPANY 'Dp 1DPl sus xw.. st sa. xl xrauA, noww v Mme : U�)e-�miar �o0uacomM5)8]I-1u1 SlONAL E➢-000AT14 `rlrr.,r.,r1,+': • WILIER A IIIN L. P£ P.E. SFA1(SIGNATURE/M1E FMXIAM is / uls A.S.SL.A. Accordion Hv. 1ADE �f w/ AmeAean Shtdter Systems RLY.Ia DcsmlRwx Association, Ina 42M Rea Roads Drive i Weot Poo, Boo , R 33407 3 Phena: (800)432-2204 . F— (561,9— x No SR 13) r/ x // )1 / �••••• •�, v II ,• US1nc.11a'-zG NUTS e n• oc. _ /T� I 19 E o.• _ s50• Max, L _ El .250• Mo.. °a D.e IWII. . W-. Mm. OPIIOWd. f �OPnONAl MN. SFPI EEEI aaO (sE MIN. SEPARATON DE �11 FlA BtOLE 1 11 FOR 3kkT 19 1 a@ MI GN TO cuss (SEE SCHEGUIE a IXISTNG SHEET 11) 1 IXIWNG 0T�Q1 & TO GV55 —O GVSaJ CIA94—i ^—(SEE SCHEDULE ON �� EgS11NC � SVNEr 11) NV WALL HEADER INSTALLATION HV WALL HEADER INSTALLATION HV WALL HEADER INSTALLATION go MIN: SEPARATION TO cuss TT: $GMEDUIE 0', SHEET 11) r1. L% PoWREO CONCRETE SHEE15 13 & IM) OR CONCRETE MOCK Wn REQUIRED O HV WALL SILL INSTALLATION GOILEOgt➢Af BILN9nO�s[cnONsl I- SEE SHEEP 4 FOR 1TPICK SHUTTER 0 E. 0. =EDGE DISTPNCE p$SEMpLy (StE SPECIFlG110N5 ON $HEFT 13) 9f£ LIMRATKKNS OF USE FOp 2- MOUNRNG SE=ONS CN4 BE COMBINED BIAOE ® ON SHEET 19 IN NAY WAT IU SU1f ANY IrySiPllABON. � ///A// _ NN. SEPARATION TO GV55 . :EE SCHEDULE C SHEET 11) - OPRONX i/4' Mo.. v _ _ I_ -- 9 a OR 1• /4' S.S. M'n- USS HEAD 1/4"0-20,3/4` 5.5. PHWK NEWS USING CONCRETE MCHORS MU55 HEAD MACHINE SCREWS ITS a 12' B.C. (SEE SCHEDUIES ON W1 1/4•-2D NUTS a 12• OX. POURED CONCRETE SHEETS 13 & 14A) OR CONCRETE RI OCH REOUIREO L SILL INSTALLATION , INSTALLATION DETAILS W/ 0 HV BLADE [� IL ECOI■a. A.S■S.A. American Shutter Systems TZUIT TESTING & ENGINEERING COMPANY Association. Inc. L Phone. (3G5)BIi-1530 . Fas : (305)8H-1531 -mav: N[eco0adam 4268 Wes( Raatls Onvv Renee West Palm Beach, FL 33407 r,4 (�+ •`� SIONP r ' ®nmmte Phone: (800)432-2204 . Fa.: (561)209-8380 rrP P.E. �SFA MATURE/DATE wnTw A RUA &.. PE .. Ue. B .,. w DRAWING No I SHM 13) AE OF SW IF MPLG9IF © 0,4 _ .. �1 OR ®* 9 O,C. :RETE ANCHOR$ sc FDUlE ON t%2r K1r nvucet D. m Oei vm]c m sm v%//111////K/,CEa 11aW'i�'O w 1 OR ®� PDURm OW® CONCRETE REQUIRED D, © HV CEILING INSTALLATION (1) HV FLOOR INSTALLATION t t'--I.a-.vnvie 1 d E%1511Nc ulrv. StiYnHAnON Y OU 56—j R nce QJSS TO GN55 I"-(EE q 1 G _ SCHEDULE OH �lj :I1j SHEET 11)MM T li ON HE i ' Hx iII W'0.91m HEAR /14K3/C NV MEAD i 1 lIX SCREWS 0 12. O.C. TEM SCREWS B 9• D.C. OR 1/4•0-20 S.i H.S. 1 CONCRETE ANCHORS _ -_ 6 ]O ]/ /11z1/4' S.D.S W/ NUF O B• O.C, (SEE 5CHEDUIE ON 1 O 9' O. 0. QI HV WALK -OVER INSTALLATION. 'OVRm� FUNT HEAD GONCRCIC MICHORS ROM, (SEE SCHEMRE ON 91E£T 14) 9UIRED 0 TRENCH INSTALLATION 4AUD ONLY FOR UP TO 470. -75 PS' AS.D. DESIGN PRESSURE RATING & FOR SPANS PER SCHEDUtE J4, SAM 11 L I N ALLATION \\` 17 R® F.H. C.D.S �, ,•: •.' S us Na 1/4•�2a xDTs f. O @' O C. CONCRQC MICIIORS�11 SEE HOIE I3(C) CONCRETE (SEE SCHEUL WN ON NM I ;3/4' a 0' O;C. NOTE 13(U) .•� 2.00• ` •' MIN. Etl]IIN4 HON 511MIUM1 u N.v] imY (cecCMmE REIE BIgCK SHkFS IJ k 1� PWfim MNCftEIE ON SHEET I .'.I... E.D, 5LL) UH CONCRETE BLUM OK HV WAIL FLOOR INSTALLATION REDUIRm ' < .EIIN, .. ; �: m OJ HV RAINGUARD INSTALLATION t HV WALL WALK OVER ST ©KEYSTONE MOUNTING IN5TALLATION i� VWIYIIY 1SD. DE9IN PRE@IR: eU.-R @f NOTE MR COMDN MOON OF SECTIONS: ,_5F):S„FEj AFDR T'PIUL $HOTim 4 E. D. mcE msaucE (SEE SPEGFlCA1pNS fR! SHEEf 13) TUS WSTNLinCM SHUL 6E REMWh9tE WHIN PERARNm ppTpCEN} i0 AN IPQURI£ EYD .gE IJMJ[ATIONS OF USE FOR INSTALLATION YwnTu aumR mw Po• DETAILS W/ Ci) HV BLADE 2- MOUNTING 2- u0ON11NC SECIgN6 CAN BE COMBINED OP EIlrtLV�CE gTAyE ON SHEET IO IN N1Y WAY TO SUR AMF INSF oON. FLOW BUILDINGHi N Velocity HUMiCOOB ZQn0 ^ `' ®R015 FISFERN NEFAL SUPRY. INC. tt141 ..............`i (. �• • • BERTHA Shuttter System f A■ ■ ■AAccordion k` American Shinier Systems HV. RAGE $1 WI OR W 0 HV. VAN](AV Hd➢E iltlli TESTING &ENGINEERING OONPANY?2 Associ0nion, Inc. Tuv,no 1 OLD 11-1K an n-1a] WATF na/1 rnoxi IwTPmc : (s0s) n-103O. r:426E wset ftaaas OuvW 2 • • •7_`�•a' 4 RR, rESSIOw�;.• O®-ot.l. PNonw (B00)432-2204 . FaR (561)209-8380 4 q5ME W ,ORAINT ,.. PLP.C^sPK{.yimNOhVOAIE FtmaD+ t;<. / ut6) ] SEE END WALL COIIIAECTIOtI DETAiIS ON SHEETS 10 h 18 s5E nuns oM Loc.N. Roos o . ro =- D w @ ouT FIN r COSTING C� INSTALLATIONS W/ �j HV „� � w uoch o " SKEET 5. eW cUuX oEruL IM19 s vwo Nfl Nu i/ BLADE Wj HV CENTERMATES OR gw4 SEE END WALL CONNECTION ISISTNG cuss DETAILS ON SHEETS 10 $ 1� 1 :wak+Nw•-z• 8O,®w®+®°P 1®'�wQg a t/4" r e,/z' T^ ._ L OPPOSING SYMMETRYCAL nNr/z' ro oMcFitE _CENTERMAT S W V LOCK CENTERMATES uN. SON To cuss pM+o,vz' s.N.s. ro tueE AT FALH Nx,1E (AP) o.c Fuu uNCM. or V�/ HV LOCK Or * (SEE SCHECUIE ON C 5 ` ®w * 35 * I N SNEEY „) w ouT ®« HVA HVB HVC VFEO CONCRETE E OR IX1 ` J CNN TLOCK W10 COSTING C SYMMETRICAL IN _ —@6_'0 `@P' MIN�sEruunon TO L J GIACS CENTERMATES 8« �a, cuss ter. ®`®w®`®WO ® (SEE SCMEDUIE ON b MIN w®a®®w LOCK 1Fi6 �ImEwa')TO sIPAHgnGT G �s .... (sEe scNEO6LE IN oPnoua. ON SM= it) OMMM) _---_---_-- -- —__.. _____—_ ------- L 0 UT ' NCONCRETE ANCHORS a — — — * � VARI 16 O.C. } f VARIES �> oUT 6 1/2' NAY SUCK ouT s 'P HVE HVF** HVD ° pe..... ' ORID u xl h veloci Hurricane Zan S •'•y • '. �,6e V ® Z015 EASTERN WA. SUPPLY. INC. •,!\G S .44, "D A SSAHV. BERTHA HVTM Accordion Shutter System q • j`� a" . ly LE C O 1Mo. Afl'IBIIGGD Shutter S]+.BMS HADE 11 W1 OR W/0 HV. WlDOW MADE PEVNo OE9C11-1. GATE GRCO Bf: M.L P: ?PO " F�OR10: •? TIWT TESTING & ENGINEERING COMPANY Association, Inc. + o+G n-+Ga x/+o/+5 ore: w/m/is F'••..,,• IONA 6]]5 II.. XP. IL. SK JO'J. X G,9fH5. RCP64 9]IB iTma : (dOSje]+-15]G . Faa : (JGS)6>1-1511 4258 Wdsf. Reade GNe +262 Wet We) FL �407561)2 z DRAWING No 9on -mda M,710 -W06TG 2-2 04 . Phone: (80GJ432-2204 . FOv: (561)209-5360 6 , 15-080 P.E. SFAL/SIGNANRE/OATE WK1O+ M1 c. 0 .Ir. 67 FLORIDA Ga M M4+e] 6 SHEET 6 8 OF 20 ALTERNATE INSTALLATION W HV 'T' LOCK i�0 HV MALE/FEMALE 'T' LOCKS CENTERMATES 8 & LOCKERS WZ C1i HV BLADE I abcos.� av^n-mc. aucvm d san a m®0 o b�p•®� a WEu �s Inmx vw nw.am ava®E�a I�a-Nw . f� u 6 . ) u H 1 INuwm d P6 4rtEi. wr ¢ ustn ninl IW5 Rlww � �01.6��A%.fi3�flii.A�a IxsrNuml xEwE xcwwm ix ,xa SNm. INSTALLATION n HV BLADE W/ HD CENTERMATES l`i. 0 ______--___________________________ xH) 'T'5 --------- -__ (4) Nv.30 ------ - - 3 HV LOCK(INSIDE)'--_—__OUT 31 Na 3 31 .a® 31 2 1/4" 0-20 x 1 1/z' S.5.M.5. < 35 N HDB-HVR OUT (ovnaxw HDC-HVC * sET xo¢ 6 riw Iry Imx ®• W/ 7/8'0 x 3/32" WINGNUT. mPaoxW r uxv, d sI¢Pr s. OWHV 'T' LOCK OUTSIDE © (OUTSIDE) SYMMETRICAL HD CENTERMATES SYMMETRICAL HD CENTERMATES LOCK (INTERIOR) W/ a' LOCK (EXTERIOR W/ p! j'svffs s.u.unuuuu Lam*® r�� n Nvuextua➢ m Nwu EuxlW IIXIa1d1. POA9WIXI. NEW hASET %a5a QI @LN. — ©:Oj ,©m©.[�.®a Rul�Fn. fd�.X-T.. HDD-M" FLOATING STACK •� IL EC0INa. TILIIT TESTING & ENGINEERING COMPANY Vlwi, : 1515WrI-I530 . Fvt : (�OS)Hll-lvl a-cS.-�rtm��G � sIONAI WAiFA A PIN RE SE4/SICN4NREIOhTE 44. naxw uc { aalV W4E Mm¢d�mHal®(},im®IaYSd 9QTb R* YM➢SY flanv,! iR®RVl �D1M9 6 Ml �a6 uw.�ld5 aIYF (V A.S.S.A■ American ShuHer Systems Aesoclatlon, Inc. ♦wwrt Rom. Vri Wed P.b Beaah. FL 33 Phan.: (600)432-2204 . Far. (561)203-6360 oGn � nw n v iM Accordion Shutter System kV. RAGE 81 W/ OR Wro RV. WINDOW HALE DRAWING No 15-080 i 0 -POURED CONCRETE OR CONCRETE SUOCx WPLL REOUIRFD POURED CONCRETE OR CONCRETE Bt WALL REOUIRED �E:KlnNO CAss —i--i ZCtA55 MSONO —(— — i Oa (SaFMflXnE < MW. 3➢lAA1KN v oueoi (SE 11 FOR aILE ♦DNa 1/1fi•v3 MP%. 6Y 4ftET 19 F1H (6 AXM.) WIR. N stU g � PLUM. 4TASfR 1/2' AT RNER Sx MM 1 ! AT ar(d1 ( `AIEWIE W SHEET It FOR MAG:(f) a Qy OR Rom- SEE DUXL x FOR CONNECTION U OR ®tea®a 6rOn8-�r�e TOTRA a �'U•�^©`�`�01 vv TION DETAIL C1) END CONN CT 1 POURED CONCRETE - OR CONCRETE CLOCK WALL REOUIRED flniRNG CAS POURED CONCRE E OR CONCRETE RIOCK WNL RLDUtl30 E%ISIMC cuss L--T—i 4UCE ,' OR 2' MAK I I APPMCOBLE)YYv1/6'x0'-2' i __ A AWMMUM QIP) AT (1)6S•T6 u: AT MID4 & S.M.S. Took S (2) /4-0 T2• (])RICO I. O.C. (PNCHORT TO 1 1 O.C. (LDfAIE AT EAT f]MPR SIDE DP@) OR siix�coraJrc ou 4 ®a®a@)• @ TO TRACRS ®•®^®. �a©•®a DETAIL 20 END CONNECTION DETAILEND eCONNECTION DETAIL POURED CONCNhTE OR IX6 CONCRETE ELDCK WN Cu MQUIRLD 1' MIN. 2" MIN. SBT2FOR �OROR�OR VIEWLADENOY 5 t OR ®' PLAN OR 1 1 OR (W ®-© OT sO^C�•®^ DETAIL POURED CONCRETE OR 1os®_©•®.t09jr©- E L TION CONCRETE GLOCK WPLL ©•Q•©aO.O•®^ REQUIRED ©:On 1 HV BLADE OR HV WINDOW BLADE INTO ®.�.©.®a�.®. o•4�^a�•®^ ^•�^o CONCRETE OR CONCRETE BLOCK WALL END CONNECTION DETAIL 5O p•®-�•1�nQ}•Q�sn�-©-�AA ONN CTIO D IL © '�'® OR BUILENG CODE(Righ Velocity Hurricane Zone ® 2015 FASRERN MU& suPPLT, INC. BERTHA HVYM IL ECOt■e. A■S.S.A. Accordion Shutter System 67 • H.V. RODE t W Wn Ea W/o KV. Cue American Shutter Systems RN.I DESCRIPTOR om DeMeN W. M.L CCJJ F--WW%�� j TILLIT TESTING &ENGINEERING COMPANY (LC9001atlan. Inc. t mn a-tm /,o/I wTC IA/m/ts _ c. R.w. naa sT, 1. ooe, wwmw Wumclx Nuaw vIo '•. 4,._. 1 426a Woel Roo Orive x P.. : lUDso-e'Jt-IsoO . Fm1 : (6o6)BJ1-ts]I _ DRAWING NO �szON `I —FH 410008)19 vom Phone: (80D)4 ]' 2204 CFPrL (58 209-8D80 R 1 5-080 .In. , P.E. RIROA Mo. / MI6T a SHEET P.E.6TAL%G(OYdiVNRP/7AiE 6 f0 OF 20 r SCHEDULE #1 SCHEDULE #2 SL:HEUDLG #S JCNEUULE #4 IKNDIE5, 1K UAXIMUM SHUTTER SPAN* `L+' MAXIMUM SHUTTER SPAN* •L+" (l) Li: YPLANY pLLgYA91F SPAN loft GNEN POSDNE AH.D, DESIGN PRESSURE MAXIMUM SHUTTER SPAN L+` OR 'L-" (ft.) FOR INSTALLATIONS W/ MAXIMUM SHUTTER SPAN* "L+° OR "L-", (ft.) FOR INSTALLATIONS W/ R 'L-" (ft.) INSTALLATIONS W/ R 'L-' (ft.) INSTALLATIONS W RATING. L : Mix. auuWAalE SPAN FOR A GW NEGATME &SO, DESIGN PREi9URE RAIN ONE IN LOCK or� or or NO LOCK W/ CENTFRMATES. & & �W/ 7W0 HV OR & W/ ONE HV LOCKS R NO LOCKI ROD ® CENTERMATES� & ONE HV LOCK OR OR LOCKS OR TWO OCKING RODS ® TOP/BOTOO OR W/ NO LOCKING ODS wa�L �0010NR�MINE�MAXMUM SPAPROCEDURE W/ ONE HV LOCK 0 W/ TWO LOCKING RODS OR W/ NO OCKING Qp N/ ONE HV LOCK ® OR ® aapa/wuxc: ® TOP & BOTTOM *(SEE NOTES t.tO RODS *(SEE NOTES t." (IMUD FOR MOU.N.( OMEN A POSITIVE AS.O. D61CN PRESSU R 0# SEE NOTES ttt) SNEEt» PATNG, DETERMINE MAM.UM SPAN 'L+' FROM A NEGUIE GNFN A NEGATNT AS,p. 061GN PRESSURE RATING, DETERMINE MAXIMUM uA°Y1IN CONCRETE & NOfIJ INSTOLATIIX6 O NASA. v �R[ CONCRETE INSTAUAMINS O vxN CpNCiRTE ; µpop INSI/11ARONS O �u, CONCRE� INSTN.IATGNS 5 /CDUNO jguM G rn6GNrs FLOOR/CLUNG wATL NOUN6NC6 nxo (paf.T WALL MOVNONG MOUNTING NA'1N5j 0''D (•�-1 A RW GEAJNG NOUMWGS L1 it) L-(II) ley nNlG l FlAOP IMG MOUMFO L� (R)(Itl- L-LN) IA'a2'1 /• 1 OR iLWR µ140UNTN0 L4 (N L-IN SPAN 1-' FROM SCHEDULE. FINAL MAGNUM ALLOWABLE SPAN IS Eau 1f CN-) L4 FQ L-M L4 (A) L-1 30 IS'-T Iw-o 13'-Z' 16,-0' 30 12'-3' I4'-9 b iJ'-1 I6'-0' So_ 35 13'-2 le-o' TO ME IA DETERMINED SPM BETWEEN l+ AND l- . (3) PROCEDURE TO DETERMINE UAMMUM 35 I2'-8 14'-,0" 12'-6' 14'-10' 33 lt'-9' I3'-5' 35 tV-Y 15'-7' IY-a' 14'-10' IS-10' 40 12'-S IS-10" 12'-Y 13'-10" 40 ILL'-O 12'-9' 40 I2-2' 15'-Z' 40 12'-3' 45 IY-11' IS-1 ILL'-11 IY-1 43 ILLS-1' If-O' 45 ll'-8 14'-Y 45 ll'-11 1J'-1- EPA, FOR G]MOMTONS W BETWEEN Sp ILLS-T I2-5 IY-Y 12'-5' S0 1d-9 IY-3' 50 Il'-B 13'-T rA il'-Y l2'-5' WH- W/ FLOOR/CFR.ING MOUNTINGS 55 11'-4" 11-10' Ii'-4" 11'-IO' 55 I0`-6- 10'-I I" 55 11-3" 1Y-Il' 55 11'-2' tt'-10' FOR AGNFN POSRNE&E.G. DESIGN 60 It' -I' Iv-4 ILL'-p ll'-1 60 ILLY-3- IV-5 '60 tl'-0' 12'-4 OR 10'-2" 10-11 nPRESSURE MATING: 65 10'-10' 10'-t0' SD-]" 10'-t0 69 10-0, f0'-0' 65 lw-9- It' -it" BS 9'-5' 10'-t DETERMINE Ll+- MA%. SPAN FOR WALL MOUMING 70 Iw-6' 10'-6' 10'-2' 10'-6' 70 9'-6' 9'-H' 70 10'-0" 11-Ei 70 6'-9' 9-4' INSTAUATONS. 75 ID'-1' 10'-1' 9'-,0' 10'-1' 75 9'-4- 9'-6' 75 10'-4' ll'-1' 75 B'-9' lei- MAX. SPAN MR BOOR/COUNG MOUNTING PISTNIATONS. 9'-e 9.-o. 60 ID'-0' 16-9' MR A OMEN NEGnTBE AS.D. DESIGN90 PRESSURE RATING: pE1ERMINE. Ll+ YAX. SPAN MR Wal MOUM1.NG 8'-9' W-9' 65 T-9' le-5- 9-3-9-3 9'-0 9-3, 90 95 6'-fi' _ 6'-3 8'-6' 90 B'-5 10'-1' 95 9'-0' 6'-9' 8'-9' _ 9'-0 6'-3' 9S 9'-2' 0'-10' O MAXIMUM SXVTTI MOUNTING ING II INSTPIUTONS. SPPN 'L+' ON 'L--MR DNA TN M:0W145 E SPPN IS EC INSTALLATIONS INTO TO ME MINIMUM BETWEEN ll+: 'L1t 1,-' NN0 , SWdL SE DApIFD T Pat. DESIGN LW. (4) GO TO ANCHOR SCHEDULE WITH nl MMMUM ALLOWABLE SPAN AND NEGAH A.S.O. DESIGN PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR SPACING. 5'-2' 160 7-1 ]'_1' b'_]' CORNER CENIE:M ®3 MAY BE USED AT ALL MOUNTLNG INSTALLATIONS. LOCKING SPEDIFlCATONS SHALL Be M INDICATES ON MANDATORY CONUMON /2 NOTE 15, SHELF 5. 5'-1' ISO 6'-4' 4'-ILL' 120 fi'-il' 6'-2' _ 1'-9_ 1' e' Y-6— 175-0' tEXCEPT MAT MAXIMUM SHUTTER SPAN 'L4' OR 1-' AND MAXIMUM ALSO. DESIGN PRESSURE RATING FOR INSFNL,TCNS INTO CONCRETE OR CONCRETE BIOcK 5 BE UMITEJI AS mL11IW5: 1_ CONNECTIONS TO KEYSTONE MOUNTING LIMITED TO +64-72 F-f AHU B'-0' SPA��N::tt SEE MOUMMGLMI ON SHEET ]. 160 6'-H' S'-10' 180 6'-]' 5'-6' 4'-5' 190 6'-G' _ S=6' 4-J-J' 195 6-.9' S'-5' 4'-2' Rm1 n-a R, • 'M EC6INc, AI.S.S,A. American Shutter Systems I TF qp TILIIT TESTING &ENGINEERING COMPANY Association. Inc. ers h-. t v. F- CNOOO. IUAAOA Ssl PAma : (30511R1-1530 . Fm : (SO5J�1-iSlf a2H8 West Ronde wire - Sa "••....•^' -mmT; Weat Palm BevRH, FL 3340] DohoamlxR.'n ®-0006i1° PNRnR: (H00)432-2204 . Far. (561)209-8380 ' P.E SFACJNOMI(1RE/M1E fiDlmA Ue. 1 at6] wn.oPE A TINT Jr. or (1) SEE BFIAW FOR MINIMUM SEPARATION 10 GU155 SCHEDULE FOR 5HURERS INSTALLED WRIIIN THE FRET 30'-C' ELEVATION OF BUILDING MEASURES AT BUTTON OF SHUTTER. (2) MINIMUM SEPNUTION TO CUSS FOR SHUTTERS INSFa1ED AB WE 3W-0- U WTION OF BUILDING, MEASURED AT BOTTOM OF SHUTIEN IS 3. MINIMUM SERARABOU TO QLASS SCHEDULE SHUTTER W/ OFF IOCK WITHOUT LOCMNO RODS SHUTTER INSTALLATION W/ INSTALLATION W SYMMETRICALSPAN OPPOSING O//a1 aiOom USE 2 I/I' Fqi HD LOQ166 OR 09+Q3 USE INDIDAZ VAWES FOR NV- }1FF55 SHUTTER . OPPOSING"4 SPAN _ CENIERMATES CEMERMATLS 1W' 2 J/4' •• 3,3/i6' OR USED >105' TO MAXI 3 1/4• m 3 1/4- ALLOWED USE 2 15/16- FOR HV T LOCK W/ °° USE 4 1/H' FOR HV T LOCK 0 W/ USE INDICATED VALUE FOR HV C LUTES. INSTALLATION LEGEND WNCIRIL 8 NMNoor WOOD WALL A. B, C, 0, E u. N. 0, P, 0, R, MOUNTING F, K & L S & V. FLOOR/CULING G, H, I. 11 + J. T. U, W & X. 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W1NlOW 9ME TILLR TESTING k ENGINEERING CONAssociation. pmeAean Shutter Systems Inc. !+o/+ vue c+/.c/+s : (roSk-, R:h, OFA-000Lle RM W-OOO6J19 719 Mri� Wect Palm B4 . . (W)2 Phone: (e00)d3z-42aa . Fm:(J6,)zas-UJW—O80f" Pm PSP.ESFN.JSICNASURE/OAIE flMa uc. / ,"9T 18 OF 20 Ohm 16 ,k TYP. E0. ENa W%. 5 WJ6Y}AS HLPATa AT W W NCOW OCHE b 3E EC MAW N CETNL6 IXi SHEETS toA 18 NLL NeCw.NL l• ') I NSISIING 6N sale GBOERYAlES IFj OR NN W/O ( NDIF4AWSE) MN cs. To. 9iDYS ON STET 12 M E1 W ON nL^am Nt IN, Qe -------------- IL ECOINC. F�OR)OQ. i3� • TIWT TESTING 9 ENGINEERING COMPANY Alf) aR X ( 54 YRCWA ,(3=, (Sos10]1-Is%1 . Fn. p (365)aT1-Ivt ®-a[09119 • WPLTFA A T. PE SFAL/SICNAIUflE/0.4TE ROIWA uc 1 ut6Y ERAI- LIMITATIONS AS Own 1. MM AS.B. DESIGN PRESYIRE UTtN(k ails. - 110 I.J. 2 N BNUEtFA 6PN1 96'. 3. M10NED YWNONGC N B. CAN ON SHEER 6. T, IS*M is YWMINS µ 0, T, O h W ON SIEEIS 1a & TF. RL. 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SFE ANCHOR VAGNC SLHEONE FOR INSVN TKWS IMO POUTSO CONCAN E ch cONCRM In= WpLL ON CHEER 12 6 13 AS IJMOEO W SOM AND DEMON i (SEE NUM5 1 A 2 ABOAE] a .... MvAaTION TO BASS SCHE IE SInRTER SPAN I MWMUM SEPNUTo. To 6ll5 �7.A. Ac A.S.cordion Shutter FLV. RKE #1 W/ OR W/o FtV. American Shutter Systems REv.w oLsa9mm wrz DR ASSoclatlonN IDC. t aB tt-t0 /10/t 4268 West Floods Drive 2 West Polm Beach. n 33407 3 Phone: (800)432-2204 . Fax: (561)208-9380 M DRAWING No 15-080 WNWUM �1 O.ws•,WCN am.i 43c I 0 6' O.a rev. nm cNs"nFi. SiME 40 Wn. FEO I O 6" OC. FNR�i L i e sl"c:aws I AS6MPl0VBI�E rMsoR TOCf �r RISIWG GVS6 MIN. SFPAXATON TG cns S S �(sEE scHEGuua mJ b ,2g5TNG FlNISX 1 I46 IPPLIGBtE � A e k D FOR BERTHA 1 W BLADE ACCORDION SHUTTER SYSTEM INSTAI I ATION TO METAL SEUD WALLS 1. MAX. AS.D. DESIGN PRESSURE RATING: +75, - 75 p.s.f. 2. MAX. SHUTTER SPAN: 84' 3. ALLOWED MOUNTING: M® ON THIS SHEEP. 4. ONLY ENIERMATE 21 W/ 24 HV LOCK ARE ALLOWED WITH 1 AR (G A METRICAL LAYOUT. USE 0 (2) 35 (6" LONG. MINIMUM) MUST ALWAYS BE INCLUDED AT XTERIOR OR INTERIOR ACCESS SIDE OF CENTERMATE. Min. as BLADE SLACK DETAIL HVF IS VALID ALSO FOR '•' ____ I/2' 12 CENTERMATE 21 APPLICATION WITH BLADE(D 436 uaT w 'i vriGE's,' 0 6" D.C. WALL HEADERISILL INSTALLATION - c. — — — -- — ------- 1/2• (rw.)--. MATES 1/4"m NOMINAL ALUMINUM SLEEVE 6063-T5 ALLOY SEPARATION TO GLASS SCHEDUL no 30°°• MOX. M02—w- SEPAPATION a3e 1ENGIH + 1• 70 GLA55 43 1/4"Q-20X3" BOLT MUSE PENETRATE 3c 1' .3]3 RSD^ r USG• "ELCO CONSTRUCTIO 49 n ennunTc uo-Inv un TOP & W N) —6 1/2• MAY SLACX A IL ECOINa. ly.S.S.A. American Shutter Systems {(% ( TTLMT AjE TESTING & ENGINEERING CCMPANY � 42M W anon, Inc. G*5)611-133G . F- :(. )571-IW. 4'160 West Rootls O,ire Wes[ PoM 3,., R 3340] =a�FSS10NA�'� W.um w ,DTAUI1UTT J,. P.c Phenn: (000)434-2204 . Eaa: (561)203-9380 P.E. giV./4GMFRUIiE/601E R°Pa a / u,.T COMPONENTS SCALE: 3/8-- 1- FM Q LOC46 AT 1© HM Hw R/SILL ENDS L VIEW Y SIDE CONNECTION TO TRACK BUILDING CODE(H19N WI.6ty HG,ric°ne 1 4: 2015 EASTERN METAL SUPPLY, INC. NV. BLADE jT1 W/ O2 W/0 KY. `MESON BADE B£/Ne Gf%WPIIOX 1 Mn . Hf: ML =,1-Ws /w, . 2 DRA'NING No 1 le E C® imc. TILLIT TESTING & ENGINEERING COMPANY WALTER A. TU Lrr, JR., P.E. PRODUCT EVALUATION REPORT REPORT NO.: DATE: PRODUCT CATEGORY: PRODUCT SUB -CATEGORY: PRODUCT NAME: 15-0415:02 April 15, 2015 Hurricane Shutters Accordions Bertha H.V. Accordion Shutter System HV Blade 1 W/ or WIO HV Window Blade SUBMITTED BY: American Shutter Systems Association, Inc. (ASSA) 4268 Westroads Drive West Palm Beach, Florida33407 tiltecoa aol.com FL PB. License Na 44167 FL E.B. License Nu OOG6719 1. PURPOSE OF EVALUATION: This is a Product Evaluation Report issued by Walter A. Tillit, Jr., P.E. (System ID # 1906) as a Revision to FL 1850.1 to the American Shutter Systems Association, Inc. (A.S.S.A.), based on Rule Chapter No. 61G20.3, Method 1D of the Florida Department of Business and Professional Regulation. This product is being issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2014 fifth edition of the Florida Building Code, and to verify that the product is for the purpose intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affect its limitations and conditions. 2. EVIDENCE SUBMITTED: 2.1. PRODUCT EVALUATION DOCUMENT (P.E.D.): Drawing No. 15-080, titled "BERTHA H.V. ACCORDION SHUTTER SYSTEM",HV Blade #1 W/ or W/O HV Window Blade, sheets 1 thru 20 of 20, prepared by Tilteco, Inc.; signed and sealed by Walter A.Tillit, Jr., P.E.; dated 4/J,$J&/itf[er�wing is an integral part of this Evaluation Report. at��ctFQ'A� SI V.O%z? . 6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - M, (305) 871-1531 PRODUCT EVALUATION REPORT NO.15-0415.02 2.2. TEST REPORTS: For HV Blade 1 Large missile impact and cyclic Loadings under ASTM E 1886 and ASTM E 1996 as well as Protocols TAS 201 and 203, as per section 1609.1.2 of the Florida Building Code. Uniform Static loads in accordance with Protocol TAS 202. Test reports prepared by American Testing Lab of South Florida, Reports No. 0214.01-03 and 0715.01-03, dated June 27, 2003; and January 21, 2004 respectively, signed and sealed by William R. Mehner, P.E., and Henry Hatten, P.E., jointly with ATL Reports # 1004.01-05 dated 11/16/05, signed and sealed by William R. Mehner, P.E.# 1.214.01-05 dated 12120105, signed and sealed by Henry Hattem P.E. per protocols TAS 201,202 and 203 completed with ATL Report # 0317.02-06, dated 05/23/06 Signed and Sealed by William Mehner P.E. also per Protocols TAS 201,202 and 203. Tensile test as per QC Metallurgical Report No.3DM388 dated May 20, 2003; signed and sealed by Frank E. Grate Jr., P.E., as per ASTM E 8. Report No. 11CM-223, dated 03104/2011, signed and sealed by Frank E. Grate Jr., P.E., per ASTM E-8, as well as Reports # 10FM-718, dated June 22, 2010, and Report # 11CM-233, dated 0304/2011 signed and sealed by Frank, E. Grate Jr. P.E. as per ASTM E-8 Additionally, Report No. 0210.01-11, dated 0211112011, signed and sealed by Henry Hattem, P.E. and # 1220.01-10 dated February 1, 2011 signed and sealed by Julio E. Gonzales P.E., qualifying stronger Blade 1 with testing of HV Blade 3 (weaker) for Keystone mountings. For HV Window Blade 1A Large missile impact and cyclic loading under ASTM E-1886 and E 1996, as per section 1604.1.2 of the Florida Building Code. Uniform Static Loads in Accordance with ASTM E-330 per Section 1710.6.3 Test reports prepared by American Testing lab of South Florida, report # 0505.01-08 signed and sealed by William R. Mehner, P.E. , and Henry Hatten P.E. Testing for polycarbonate Bayer Makrolon 3103 for fire burning characteristics, per sections 2601, 2602, 2607 and 2614 the Florida Building Code, per ETC Laboratories report # ETC-07-1095-19045.1, dated 12/14/07, signed and sealed by Joseph LaboraDoldan P.E- Testing for Polycarbonate Bayer Markrolon 3103 for Weathering /(UV exposure) per ASTM G-155 and ASTM D-638, per section 2614 of the Florida Building Code, per ETC Laboratories report # ETC-07-1095-19015.1, dated 12/14/07, signed and sealed by Joseph LaboraDoldan P.E. Tensile test as per QC metallurgical Report # 8GM-693, dated July 21, 2008 signed and sealed by Frank E. Grate P.E- as per ASTM E 8. Qualification for Sabic Innovative Plastic Polycarbonate with resin 103, equivalent as per letter issued by Sabic, dated 7117108, addressed to Eastern Metal Supply Inc, to approved # 9034 sheet grade with Miami Dade County Approval addressing the buming characteristics, weathering and structural (mechanical) propertipet°p°°"""''OW,�� •. F1.00. +�+ PRODUCT EVALUATION REPORT NO.15-0415.02 2.3. STRUCTURAL ENGINEERING CALCULATIONS: On Bertha H-V. Accordion Shutter System for maximum shutter span vs. design wind load, as well as maximum anchor spacing vs. design wind load and shutter span based on rational and comparative analysis, and in accordance with section 1616 of the Florida Building Code. Calculations prepared by Tilteoo, Inc., July 31, 2006, May 23, 2008, July 1, 2011, October 27, 2010 April 21, 2011 and August 8, 2011 signed and sealed by Walter A. Tillit, Jr., P.E. _ 3. MISSILE IMPACT RESISTANCE: Large missile impact under section 1609.1.2 of The Florida Building Code, as per ASTM E 1886 and ASTM E 1996, as well as Protocol TAS,201 ( for Blade 1 and HV blade 1 qualified thru HV3 Blade, Weaker Blade For Keystone Mounting)And per ASTM E 1886 and E 1996 (for Blade 1A). 4. WIND LOADS RESISTANCE: Accordion Shutter System has been verified to sustain wind pressures. Maximum Shutter Span for HV Blade 1 shall be as indicated on sheet 11 of 20 of product Evaluation Document (P.E.D.), Drawing No. 15-080 at detail "M" on Sheet 7 (for Keystone Mounting "M"), 20 (for metals studs) and 12,13,14,15 of 20 of Product Evaluation Document (P.E.D.) , Drawing No. 15.080. Maximum shutter Span and anchor spacing for Window Blade IA shall be as indicated on sheet 19 of drawing No. 15-080. 5. INSTALLATION: For HV Blade 1 Shall be performed strictly in accordance with the details indicated on sheets 5, 6, 7, 8, 9, 10, 16, 17, 18, 19 and 20 of 20 of Product Evaluation Document (P.E.D.), drawing No. 15-080. Minimum separation to glass shall be as indicated on sheets 11 of 20 of Product Evaluation Document (P.E.D.), drawing No.15-080. Requirements for use of locks andfor locking rods shall be as indicated on Notes 5of 20 and note 10 on sheet 1 of 20 of Product Evaluation Document (P.E.D.), drawing No.15-080. The HV Blade Working in unison with Hv Blade 1A, shall be performed strictly in accordance with limitations included on sheet 19 of drawing No. 15-080. Minimum separation to glass shall be as indicated on sheet 19 of drawing No. 15-080 6. MATERIAL CHARACTERISTICS AND SPECIFICATIONS: Shall be strictly in accordance with General Notes and Components indicated on sheets 1 through 4 of 20 of Product Evaluation Document (P.E.D.), drawing No. 15-080. Anchor specifications for HV Blade 1 shall be as indicated on sheets 13, 15, and 20 of 20 of Product Evaluation Document (P.E.D.�,j}yii },W"No.15-080 .% STAB :' g 10, _90 ... FL4R.OP�,�; Fs-IOPIKL�;,�,�� PRODUCT EVALUATION REPORT NO.15-0415.02 7. LIMITATIONS AND CONDITIONS OF USE: 7.1. Shall be strictly in compliance with General Notes No. 1, 2, 9, 10, 11, 12 and 13 Indicated on sheet 1 of 20, of Product Evaluation Document (P.E.D.), drawing No. 15-080 prepared by Tilteco, Inc. and signed and sealed by Walter A. Tillit, Jr., P.E. 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code. 7.3. Product shall only be installed into poured concrete, concrete block, wood framestructures, and Metal stud walls. 7.4 Limitations of use Blade HV1 USED in unison with blade HV1A shall be as per sheet 19 of 20 of drawing No. 15-080. Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida License No. 44167), President of Tilteco, Inc. (Florida E13-0006719). N. TIQjj"' Jp rmo;:. % 5j,�iEO.:4 o' A FFSSIONP�� �'` Florida Building Code Online,'1 Page 1 of 2 s ens Home I Loom i uaerR;Ntntcn ; HatTopics I subm¢suchaMe ! state@Facra Pubncabons I FbCSWff t eCISSIWMap I unl, ! search .E r +;'f Product Approval d 'S\ll`Pl�% Prod Public uzer USM: tAV pmtlUct goomval Menu > Product or goallcatlon Sairch > 0.U01'¢atlen LISP > Application Deb@ FL # FL5790-R10 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer American Shutter Systems Association, Inc. Address/Phone/Email 4268 Westroads Drive Vilest Palm Beach, FL 33407 (561) 209-8263 bfeeley@easlernmetal.com Authorized Signature Bill Feeley frodriguez@eastemmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Roll -up 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 Trevor Johnson the Evaluation Report Florida License PE-65624 Quality Assurance Entity National Accreditation and Management institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By John Henry Kampmann Jr. R Validation Checklist - Hardoopy Received Certificate of Independence FL5790 R10 COI 15-0401Certifimtion0findeoendence.ndf Referenced Standard and year (of Standard) Standard ASTM E-1886 ASTM E-1886 ASTM E-1996 ASTM E-1996 ASTM E-330 Equivalence of Product Standards Certified By Sections from the Code Year 2002 2005 2005 2002 2002 https://floridabuil ding.org/pr/pr_app_dtl.aspx7param=wGEVXQwtDgtDmAG7pnms8kO719... 5/1/2017 Florida Building Code Oti" -, Page 2 of 2 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Summary of products I_ I Method 1 Option D 05/01/2015 05/01/2015 05/06/2015 06/23/2015 06/15/2016 FL # Model, Number or Name Description 5790.1 SSMM Bertha End Retention / Non- Roll Shutter System (includes View Port Option) Retention Roll Shutter System (Non-HVHZ) Limits of Use Installation Instructions Approved for use in HVHZ: No FL5790 R10 11 15-04011nstallatlonlnstruction , odf Approved for use outside HVHZ: Yes Verified By: Trevor Johnson, P.E. PE-65624 Impact Resistant: Yes Created by Independent Third Party: Yes Design pressure: N/A Evaluation Reports Other: This product shall not be installed within High FL5790 RIO AE 15-0403Evaluationfieoort odf Velocity Hurricane Zone. For design loads and spans refer to Created by Independent Third Party: Yes engineered drawings (installation instructions). Back tied Connm t us :; 2601 BIaV Stnne Road. Ta aM1assee FL 32399 Phone85b4824e24 TheStateof Florida Is anM M employer. ConvnnFt M07-2013 Stateor Flondfl :: Privacy statement:: AaevablIV Statement:: Refund Statement Under Florida law, enell addreses are public records. If you do not want your a -mall address released In response to a public -records request, do not send elccbonic mail to this entity. Instead, contact Me office by phone or by traditional mail. It you have any quetlons, please contact 850487.1395. •Pursuant to Section 455.275(1), Florida Statues, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must prevlde the Department with an email address if they have one The mally provided may be used for official communication with Me licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide Me Department with an email address which can be made available to the public. To determine J you are a finesse under Chapter 455, F.S., please dick here .- Product Approve I Accepts: ,a —1�saE6 -0 https://flori dabui lding.orglprlpi_app_dti. asps?pai-ani=wGEVXQwtDgtDmAG7pnms8 kO719... 5/1/2017 PRODUCT'tVAUATION REPORT 1. Report No: FL. 5700 (15-640i) 2. Uit'e- Apilt'25-1015 $. TiOuctiCaNgpiry'.. ShAtten, A. PrwfuciSlu4-Category,, RolGp - Other 9ubwc--Acgory:: ')�bne 6. ift6duet 11-tame S, 8� M-ol BcAa R-6- ll-u�shutter 'System 7. Eviluailon te Trevcir.Johnw�P.E. PW Auffi i tre ' bk Dt. -3 erview, IFL -3 569 9 13-404764@ 9. Malnufacturer: Amcilcaw,'Auiier 8ystemAssociationJn'0,'. 'WeePalrk,,.FL 33407- 14043Z,11,04 9. PiQum scripilow. TfieaitiwinWn 59: mrri-slaubnd=entlbn drid noin-ketentiOn kuttenlii krigatt-protedlo- n ,Qf,qRe0jpgs. These.-rol& Wtppwgan be, used fo paw lac i of fn5ialla,tiop�s or-tbr�re p .' e men 6401", , pg_ - , P rqduct,-,E-valu4t!on Repor i .58titin Bertha End-Ritinti6n I Niiia�'ReteiitioiiRoll-tiv'Sh6[tter SvAellm Report-Nw-.154401 11. Fvidence Submitted. - 11. t. Testing, Reports: Tenestration TesAye boratory, Ind. lhbqtAtqr3rNdA760 ba-t�-- becemb'er -005' RiAif NO. 015 Fife, N:-1 oA-5�-411-9� DesigaPTes4#'TotOd 149:-PW Configurations Tested Dir��M6unt LabiYfAtdry N6,4744 'y Date. No'vcniberi-4,-2s dNo'�f 0 1 POgign-Pfessnk,6, Tested 45 PSF Cbfiflgurationslest'ed� D , irect . Mount L A dr a to r y. N'6.; 4 -7'4- -0 'Daic- N69mb7144005 I�eport MA3 -�' , i�'- - - -1 1 File-No.'05418' ,Maximum, Width7ested. Desi _gft-Pres0rq'.Te.sted ,Configuratiuns7ested 23 PSF new uni uniform static hd E 1996-02! Froduct,,".Ev�atlon Avert No.:, Laboratory No. 4644 Date: JuncV, 2005- 110brt Noi..02., Xile,No-05-AM Maximuru Width Tested, tollogunflons Tested LaboratdryNo.m96 D'aie:: April 29,20Q5 Wfiorro NdL - .01 ,File NJO:05,�418z. 18q.75'! 60 PSF Direct Mount Page'10f $ I unif6kra static and El 10'6.02'. *iimum'WidthTcstqd '242.5"" .DesiOi.Pfes$ure Tested 8d #F Configurations-Testod h4red Mount,IWild-buisi kBuild-Ins Lato ratdry 760 Da+ August'31,1009 116port No. 0, '20xIlI TeSi,j'all'of South P, L " , ,Americlan Datc:, Febroaryl, tdlb R!.No.-9929� - bj,;09-,� -a-ekionNo-0970203.02 62 PSF &-1-00-'PSF bire-etIM-6-Un't P roduct.-'Evaluatibn Report Page,,4 of S itz PrVductEvaIuAtjoxtDocument: Approval .Document titled 58tain Bertha End-Weteritibil I Ndn-R&tehtioff'ROlI-up .Shutter System", dated 4/25/1,51, Sheet I of 22 through Sheet.22 of22, Signed and Swdd bVTj�e*or-Joh&orL'P.E."Udse.p-r?Lwin�gs'are,'.A'!i'M-�p-gral' - ' f this - —.— 01- - - - . , part o, Evaluation Report 11.3; Structural-.Eiigi#eOA6g Calculdfidnc 12. MiisflelmpAct Resistance:, The-59mm Bertha End=kefeueioff 1!4oxi=Reionitonshu4iar'basbeen,verifiedto withstand large *.-Vind-L oad'I.teAiiaAce:,+ Thersgmm,Bertha End Retention,? Non-Retention� shn 14, 11i.is�t.iffiti6iiaii-d-spetli-fi�atiotig: . specifications: 1. - � vAth,t4e Geneiul'NotQs,c?ompgAptitsi.andd6tam-of the lAtt�cl-Ret,entibd-/.,N-'oft-Retdiition Rol I 1-up Shutter . I firough lSheet ,12-of,21, Signed and Sealed by Trevor Page $ 06 IS Or'Ol'tation.an.4 Condliton,of'Use.5 15.1 This product -shall not,bemstalled-in the.'"Hiih--Vdlbcity-Hum�'cane Zone" as defined-ilp the;S&tipft 1620 of the Florida lBihldifigCode. 15.2, 15 3,. This product-andsbuttas shall be, instAed iix accordwqq with,Means:ofEgress i�� te 008 T16ii B m quirq�ehtsof S-beti6lb,11 1,.41.5 o #fe dild k Code, 115.4- D41tipld RolPuo"Shutt6fUhit installations require'a aproy ioii fof:this �D N �D r � Wm r uW c Z a L' lsq vai as„ ggY age 0 i _ 5z����^� 2 01 PYac laq €m� x INN W$ 4 `�1-"& 2i ��'. � �� P�451� � �E b•� � g� �?•�... R `Y� i19m � � �� b i�JppJOyNSL� $ L � a. a g: j * �° � - Engtne¢ring,l.LC. 68MM9ERTHA [,� '� a� EN0RETENTIONINON•RETENTION f��� i' .1 pRrtnLU['[f NmprCUM xU®Ficaai '144�IR 6RfRolerLm' ii t'" * anxam we ROMPSHUTTERSYSTRI '�YY: //2sj15 MJ �•••.n... 15-G901.. 'vxmG VC KIel,= agK a y� h U , , i 3O r. 10 S a D 13�i; 2 A T F Z W .n 0 p R 9 �r/A m, sraaw:o t • ,. R t O y. Z pp pZ 4? � 9PC&EFED - A is 3 nn oz t4 zP u 4A Bs, SK cue ; �1 av IN 9� 6� P o^ �p iI I i c P 3 OR .4nigQ� eo EI y R m H o ff, o gg� 3 N g 3 =q: }$O an JO 3610 ¢ma�vmx*artwa 4' p9E" "qE%M 4, «A.n. Engine dng:tl[ RHEUM. ANYUX 6II[p14M@R1 R]YE9 .. END_ REffNTIONINONAETENi16N MAP < �o� ROLGUPSNUTTERSYSTEM Mu'r u'C.Inamr: Wex�ianxs. &06r 1295 6063 T6 ALUMINUM 3 1!4" SIDE RAIL 3{N•ENPNRMMxgV: iAD;IIINJ(-SVlE I:l d.24S' Cam• oam` onr a.bo" �. amo^ alas•;,. ..-:.�q oar'-1.. °:i°o• otao' 6663-T6 ALUMINUM 3 1140 SIDE RAIL 3ll9'flE3YF�EV11Q45TµMADTpf�K•:SCiE I:I 6063-T6 ALUMINUM 58MM--SLAT FAmAF1ENnCXp�fF�NIYIX16Ui.5(A4Eti1 INbi6m NDWIE3,mi 6Cisrrcm a=10.tl00_Cnl' uONFNi'.M 01i1(IIA I e .03p p+ 9[tl $EC¶°NAL AQFA A 1:]t] W inN 5LW^rz.(4.w1 sr«v � .zss.ua o isv I iy7• sirs ss.-alpEN :d 31%°EAuzru Fx0 coae�ioa 0.159' mUly 6663-T6 ALUMINUM 3" SIDE RATL_ _..3•WNIfiRH110x,MA%LUE LI v2 r O'07b` A+4Y' 0"75' o gar o 9ar tii o.idti - P.m.1 �. 023t" etc. i' swS.= 3,vm as iaNux 6063•T6 ALUMINUM 4" SIDE RAIL 95MNPE3BRIp9l1U?t:BCle;O O.bO" 0.160' I:Wp' SLAT LOCK END' CONNECTOR - FNMk Rn�PVjM+T.YNTKVI :SCVEU9. 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TIMBER PRESSURE •:(Pall: PRMURE: PSF PWNURE- 1p7t 140 12S 190- w _ 74D W 17,E 1 r in '75: 'W 7d 114 .65 u BP, in 67 72 B4 92 50- 64 Bfl 64 45 58 IT i6 0 52 W 70 N' 46 i 65 •9.i, 1 01 FD 30 w IV 50 .2B 37 I1T s.. 25. m /1C: 48 y 32 in 40 n a 174•. 44 20... 28... _ 1 VT 18 IV - 59 15: 25 17 u t 140• DS 18 . 2 a' sa i5 21 148'.. 32 11 - -� 182' 31 13 19 156•. 29 U 1 Iw as 1 IN- 27 12 IT 168' 26 172' 25 If 15 176• 21 '10 15 IV 23 '10 d w a D 14 1w 1 22 9 13 d•.w89-0Ili$ 'ENPREI€xTIOXflNQ1•RE1ENn0Ui1{4CIt5 ' M6YJNUi31)rFM PAE9SWATT SihG7WK 9AL WAII.FORAM•HpO11TAT7ACHFOINTX 1j9';f4B>;OOWIFLEX tlATSP �1.8'AIhR 1/6': A451' i!6'ALST iH'ALSi PRENIMRE ➢PEMRE :PRESSURE. k4MRE' 110' 14D 140 190 W, 418: 140 .'IN 110 64' '98 IN .. 114 to 60'g2 115 D6 to 12'. _70 tm 0d IN 76' 61 68 773 ' 117 ff sa 70: 86. 4o, D4' 41 70 57 95 89' 41 6 51' 65 92' :37. 5D 45 n w 33 R. 22 22 IV 30 48 19 67 104•' _ 27 9 35: 62 IV 25 41 rn -58 'lik 23 m W, S4 11T 21 m m 50 ZO•. 100; 3 26:' 47 124• 14 1 24' R 17— 17 29 -N, - 42 16 ,40. W 1 25 '19 7a'. 133 24 18 to- 13 .' 23. 4I m 33 152'. _ 1_ • . 22 631 196' fl. 21 18 N160, 'f f0 4D 14 28 168' ID AB_ 14 ?t 17T' 17F 17 13, 25 18p 8 rl '}4 24 '1" B ffi R 23 NO1L ME NOrv-9fIFMWH SLAT; NyU y9PMORt�SLAi 9PA4fi " DM- ON-WMD 4Wp5 SFAl4 N9' (xOiEp ME "SUY PERiN1bMN+CE' TADIE3 Ow:SryEE(6 ? N`'d 6 TOP Ax1' ObxFpURA11(�IJ: a•9xFuours wo•RE1Exnw4eHoxRElwnrnlRACFs 6NRR#M1OES MENUREC ASWN A.RR S1AT p LFORLMYHEG TATTACREOI.OTH P16•4/, ELC00%I,*LEX '61ATSPAx 1M`AVBi W'AUSf 1H'AIM, PAE9S11RE RiFa"$U(iE. Ri(P9F) firfir-1a 12z 14tdoD IE 90 ID? 14D: I6'. N . N 426: 80' 70 83 T13 6d: 62 75 102 w w 50: 93 D21 W 62 as % 46 M- '7B 10T 42 52 10 : 3-4 B3 112' 30 41 a 116' 31 39 55 IN 28 ,52. IW 27 u 48 In' 3 32 -a 'i3 S 24 30 m _ 22 23 42 top` 21 ' 27 40 Iw v a 30 w 19 :25 11W' 18 24 N 156' 17 22. 2T le 17 4 32 164' 16 21 31, tea' 15 a '29 172• IS 18. 129 Iw. I60'... 14 1. 26 IN 13 17 z E6' 12 5' SD. Na. it 14 22 . stsimm S ENO-RETENTIONN&Kd ETENTiWTRACKS M MUNDESIGN PRESSURECF ASINOLUo(T61AT W4LLFOA ANYHEIGHT ATTACHED" 5'18'EWOV4TMGBNHFJf;Wp`O.0 SJ11.6PAN CWC,B; FNAEOCNU HOLLOW` CIAf.. TILER: . 9RE85JRE (FSf) PREMKII iPSF1 PRESSURE 57' w 1Z3 1 40 60• 10 ioz, al 63' I t 93 145 in III NO OF 411 7 7-3', w iS - IN; - % 76 Is- m 53:. 70 el' +86 - '44 0- F4'. '80 at 59 or 74 00" 55 93' 6Si R OF $1 732 -55 9V R 29 42 '107' 55 m $9 JOY .52 25 37 No, '49 24, 35 till %47 "3 30 tic 14 21. 32 91F 43 20 33 UZ 141 N. 29 123' 99 to a 126' - .37 ,.O A 429' .36 15 25 132' w 10.'. 24 '1J5• 33 '44 D UT 32 t4 21 141- 'P1 1 14 1 01 144' 2D 4J 51 14r a 13 20 No, 72P -:12 19 1611 v 12 49 C9UIL641N'. ENO-RETENTIWANLW;RETENTIW TRACK$ 'NFY.�Nl1NOESICdiPHE55LIRE0FASL4GlEVN7f SLAT 9ALLFCR ANY HEIGHT ATTACHO WTA. WlFHFH ELCOUL7RACOR @cQC. SLAT SPAN CWC.S FILLEh CHIT HOLLOW .CNV. 1IMER PRESSURE, ,(An PRES E. (PSFV. PRESSURE' '1P6F 60, H0 124 140 64' t40 1651 140 M 7 140 122.. •-- TT 140 ]8 _ im _ 80. I21 61.. 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TIFA91NGtEWE"T VJATT99 4V'NTH A77ACXELk d 34M1ELCOCON'FLEN 49P h8. ,.SLAt 61%GN GONG¢ F4LE0 CUi1 : PRESSURE 95' is t40 IV 440 tw• 15 fu in IT 119 I16' it; IN, 107 124- 102 12F P7, 1a2' IM. 92: a 140' 1M' "ES of 14r 76,. '152' 56' 75 72, No. 69; Me 6T NY 17T a. 6Y 1i8 .1w. BD OR W 56 Iw S 9T 57 198' 7W' 51 M 2w` VV 49 a 128' 41 231!' Go, 4•SUILAIN9 MN TENTIVN&NOR-NTENDOW TRACKS: 5(430.111M DESIGN Him,StIRE OF tyS?1(YE UNR SLAT' X4ClF1W44ELCOORR.-FU mV4IH `IId',14 EI.COOPIL�FIi% SCAT SPAN. �b•QQ 1B•At951' ®5'OC.. 110A @cCNC. IlVA= $40.C. (1Y1 AUW PRESSURE IPS'3, PRESSURE PTFI PRESSURE PRED$11RE' PSF3 - 56• -17T 140 .140' 140 w a09, 140 no '140 61. - '21 132 Not- 14D 64• %P. 115 92 140 72' so - lot 79 in Y6' ;57 '69 89 121 OF _'0 80 62 - 109 w• -u- 73- 55 too MI 3'3 - $6, 49 91: 92, 35 6o 44 w OF YZ M` 1 41 70 10P ,20 51, 37 72'. lw• 27 47 w $7 1C$! Z4 M 11 63, 'iir' 22 41 - 29 $8' IFF 21 99 27 56 120, 19 35. 25 52 12;' - 18 bl 24 b0 1281 17- _ IF 22 47 '137 16 3T 71 45 '13W 15 29 20 43 '14V 14 18 I9 41 ' 14c 13' 27 IS 39 '148'- "12 'Z$'I IT 37 152' 12 24 16 35 'Iw tt 23' I6 34' low.. 11 11 15 33' 1w 10 21 14 32' IN` ID 2% M 19'. 177 .9 N: 13 it6' 9 19 13 24 Not 9. 1& 12 2J 9w' _ 13: 12 IP C BUILO-INS ENPRETEITO 8 NON :RETFNT TPAT;NS AW0 MDUIGN.PRE63WECf'AGMCLEUNRSIAT INMFORANYNEGNTATTACNE315RH �/1¢MEWCDRG.sL¢� .SLAT SPAN. @roC t &EX PRESSURE P$ @rac. WAIST- PRESEIRE 04,oc. IWAUST. FRESSURE, 6d 101 1%. le 10 04" fit I6 IGS 92 '61 - 03 89 86 47 .N 82 N` 43 S4 76.. 1M 40 W 71 IV 37 41 67 M 53 63.. Iffi. 32 41 SIR Iw 12T 2T 34 SO 136' 24 31 46 Na Y3 29 u 14Y 23 41 HB' 21 2l 40_ 152' N .2v 33• 15fi 19, .TS - '36 6M 18. 24 .. 164' 17 :n 34' IN t 17 22 33. 1T6' 85 YC _ 1: - IN• Ti- 15 29' IV Y4 /9 -_ 25 ' Iss. 14 48 2T %4'' 12 96 89 " ENPREMTICNANamTEN T ks 4 WDPA N OEM PREEWRE OEA SINGLEUNtr"T W FORANYNEGHTAUACNEDWM 575'MW(LTRAO0NRFA @'VG,0, SLATVAN CGNC'6 f)UDCE1W PRESSURE .•PSF. RMON' 6NU, .PRESSURE PSP 11!6BF1L PPE§SURE PSf 61' IQ 119 140' 6M 140 102 124.. 6T la? 89 IN 123 ' 88 M SIP 112 69- 87, IT... _. 1D1'.: 62 79. IS 93 -56 72 i8• 88. M, . fib et' 79 46 'W 0a' 73 41 56 er 0 .. m - 52 93• - N 32;' 45 56 a 42 PY 53 %. 39 tar' N 25, 105' 41' 24 i6 IN` 45 23.. 33 L • N 21 111 114• - i1 m 30 11R 59 19- 20 IN 37 TB 27, IN 34 M % 53x 31 15: 22 22 IN N 13-" 21.. 14t _28 18 2a' 144'.. 27 Q5P-' 25 11 -19 9J Y WPXINS -';ENMETENT01&PCNR rsm TRACNS NAIORUN DEGWN 1Y4Es SURECF A GIN61E UNIT s1AT' WALLT-0R JIN)lfENi11 ATTACNEDWH: �w,RF"4GQDFTftACCO64vp- .SLAT SPAN cn4C3 ELLESOW NOLLCW CMU TNOER PRSBWRE V PRESSURE 'PRESWRE 0g) 60' 140 118 140 W 'I Q 139 1-131, w 140 65 11 ' 72 . 1.- 74 -'IN .. 76• 121 65 69 EO' 190. 51 -80 04• 1N : L - 73.. N' 92'.: - AB 60 9Y - S 11. 61 %! 79. '39 SB UV, e6, 32 OB for &. 29 45 llr N' '27 42 .116• so 15 40_ 1%• :We 24 31 - 1 4• 51 22 35 126• 46. 21 33 I3 • <B 20 3f -. AO' . _. 41.. 19. ,. a0 14r 38' 1S " IV -" '15 25 156' 35., -15 .24.. 16C' '34- 14 - 93 1 .32:. 1J 22 21, - 17Y 30 12 -:- 20' 181' IV 26' 3'RULLD4NG. ".. ENO :R IONBNC REIENTIOY ]IUf.9fS NAGWDNMrNPRESWRE 0PA9W9FUNRSIAT IWYCY`CftANTNEi W ATTACNECYRH JIB'EWOCONFLE%SITOF SAT PAY coNG;a IILm cm PR,ES911RE ' 72` " 14V 7C N' ,&' 114 704 %„ 96 IT.. "T SO e2 1N• 76 IV 71. tN' 117 67 _ 62 116' S8 1N' 1?4' S6 53' 119' W 60' 46. 1N• 46 '. 33: IM' "' IN' - 41 40 " V 1w. _ "34" 37 IE0' 35 w 1N' 33 RY 3Y 176' -- N Y80• % 184• %". IV 27 ,or 27 NWE 1114 NpN-Ap1M!!Wi SUT NCW U SW SPAfS ON p61px WRDIL M SHN ACT E%Cpy'3 TN;'8A1 RER(OAI C' TABLES 941:§1UTS 4 IN4f 8 Il1R LNV CDNR&1R494JN.' 3,01E WS END, RETENTJgN N, d- nuffilN1NTRACNB LI M M DESIGN PRE55uRE DEASWSIMNIT T WLFokAWNEIGHT ATTACHOWiH 39•ELCOCQNFLEN @6`QC. GUT7AN C0NC,a FILLEDYIAU FPFSSUflE )PSF3 W 96`. 114 105..,. 104• 93 100P 8 11x 116' 82 78 'IV 73_. 124' i% IQ US 1R N 136' N 14V 14V 58 W I4Q 53 1N• - 47 164 IN• 66' 44. M 42 "IB' 41 IN, W...' ice. m lar 31.. ,..392' N.... IM 34. 204' N M 31 T. ws ND RETENHWI a@. 'RETENTICT4 TMCRG NAIMNN DEWGN PRESSURE DF'A SMC�[EUhITSUT N41.F1'HANYHEGHT ATTACHEAWTM 3G' ELCOCCNPLEA' 94- O.C. cmcC ' 6 TWAN FILL60X PRESSURE 1PSF} :9S f140." tw - 140.. IV IN IN, 1N Air 123 100' -i10 126' 103 12W IN 13r 95 1341 - 91- 14P 81' 144T. IN M. 60::. -'IV . A' 15T 74 160' 72 -.. lev... t9.:. IW _.67 'M. 65 97 62 180 SO 1w E9' _. H:::. _. a'Euao-R35 ON 90ENT3Gti A OW-RETENTIONTPXK9i _ WkIMM DESIGN MESSURE d4k6 NMEUNli95AT N41L FIXi ANY HEIGHT ATV6E01111N' -lW"+Id A;CDQRII�FLE% �IATSPAN WOO -IS.' 19'AL3T IQ6'OG I&AW ST 1B RE T 1MAL5T MST PRESSURE . TESMGT PRESSURE, PRESSURE 'PRESSURE P40 66` 133• in 149 'q0 id0 w 110, M 123 NO 64' 92 135 tgi: IQ 86• 78 118 93 No 72• 6L 104 81 139... ie' 58 93. It t25 8P 51 83; 63 113 84` 45 78- 67• 1W BB' 1 W 1 89 1 51 IF 02' 36 0 49 87, 96' 33 % 42 111. 1" 30 .54: 39 -15 Is? 27 -60. 36 ;19 10A... 29 di- 33 86: 'liz. 73 43' 31 62 it& 22 µ 50 IV za 38. 27 55. '124' 19 38 25 52 928" 10 34: 24 . W 132 17 33 22 A7 IN 16 31: _ 1 45,. 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SIATSFNi wo..d FI CNU H6'Lt0Y8 GAI 11A18ER' F E86URE PSF FREMIiE 'PSF: PREMloE.' m Slt' µ0 140 97 91 113 Its b3' I.In 84, IV w 113 TA 90 7r B3' 5a 73' .TS" 1 85' 62 07 98' ffi: 47 Al el' 'ffi` a3 b8. W so, 39 51 87" 62 36 46' 90' S0. 33 9 9T' 'A' 30. 41 w 5f' 20 38 99- a la Iw 45 24 34 165' 43- 23 32: IN, 43 2l 30 111' 39 2D 2a 114' X 19 27 III` .. 15'. i8 I i6' 128+ N". 17 :95 123• 1 32 15 23 126' 31 15 22 us, '30 Id 21'.. 10Y 28 4. 2 Us- 27 13 Y➢.. 138` _ 26�. Is 19 tar Is, 12 _ 1814C 24' 12 As Nr 14, 11 AT 150' 23, It is 153' I 22 10 1B r BDEn:ms yr tn• VPLLsa3N' ANGtFS ER03VETENTKKd aNON•R[7ENTICN:TM0145. M W NUM B ES16N FRESSVIjE �A 8Il4l E UHT. SLAT W FCN PNYNEMTAiTA,LHED-Wi1N �BNB'XFHEl44\'1VLTRFDCNe4T0.f S�TSPUi CONGA PIL[F➢OSfU .PRESSURE P HIXL02/ CAW PRESSURE PEP" 71AiBEti F:RE$$URF: $0• 340 40- 110 134 -B4` 140 Sa in P2 '121 69 92 76T : 103 60:_ 52 M' 69 41 06 88' 82 42 60 or 75 38'. t55 w 70 35: 51. 'S00' 1W 32( "47 IN, 61. 29 µ TV ST '2i' 41 l ir, A $;.. '30 416- 50. 23 '36 IN 48 22, N IW '45 29 w 126' 43 i9' 3o 132' 41, 18 20 IN a 17 TT 14V 37 W 26 9µ' ..11 Is, 25 N 15, 24' 11s2[ 12 14- 23 156I _. 11 13' 1W' 36 13212•17v2711l1d198. dl'!' R3' 10 M04N3'N WW43.9d318•1NtdES EII R TFNRIX4& NOtFi�TENTIpN 1AACltb I30YlNNMDF51(iNPRE55URE¢A, SINGLEUNR SIA1'Y?ll: Fg4gNY HEiDH)ATTAONED�V1�1 . 'a�'dcocu4RtEw r�ysla,�. 91AT-Wo CONC.6FILLED' PRE^�ya"URE(PEF.) 65• 116 77 126 ..26• 113 W 102 51• ya. 66• as 9r 79 Ik` a IV S6 iW' 63 Wr 59 fir % t& W 12r 56 12d; 4 123' u 13Y d2 10 la 35 1M• ] 148 5_... IV T561 far f5 `d8• R9924 prIN,1W I00' 2'fiIIIIDP35W 1WVNU.S6a8'A1413ES' ERDREiENDW d: NON�REIENMNTFNOtt9' :MUMUMOMM PRES4JREOA.A' 61N tEUNlT Sidi N(KLFQ9NiY NEI.,HTAirAJFA 1VTFi Sw Su" CLF&dTIo um . MgIOS1JRE (PSF) iz tao 26 140' SP Ila ace 9r 1W 9S 93 1W aP m. az 1W" TT 11r 72 116• 66 12r' 64 424' 61 Im Sa IV 59 136•••' 53 t 144• 49 14F 40 152• 45 15W 43 MW 41 iu. 4D Iw a6 172. 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