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HomeMy WebLinkAboutProduct Approval Florida Building Code Online Page I of 2 *mow, 1 Y @ k 1 r� ♦• < P. , v $ `° '°�"x.:.:37 .. 27-11-2 M11 ,10ibdc3{3E✓17 gMentq. SCIS Home i Log In i Use,Registration Hot Topics ? Submit Surcharge i Stats&Facts Pubikatlons FOC Staff i SCIS Site Map ? Links Search Busines ( � ProfessitkaI aProductApprovalval USER:Public User Regulation ynnfun Arnunv;tt Nrmr>F—durt nr AphHeAlkrn Searrh>Amdlre�st>Application Detail ftz ? ro •� FL it FL389-R8 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4260 Westroads Drive West Palm Beach,FL 33407 (561)209-6263 bfeetey@ eas ternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetai.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Emall Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer J Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Walter A..Tillit,Jr.P.E. Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Explration Date 12/31/2017 Validated By John W.Knezevich,PE V1 Validation Checklist-Hardcopy Received Certificate of independence Ft 38,) R4 CC) NV ACCQRR7GN Ct NONHVHyv._rte!( 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 littp://www.floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgvYYHtl2v.1vx5... 7/16/2015 Florida Building Code Online Page 2 of 2 Date Submitted 04/29/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/07/2015 Date Approved 06/22/2015 Summary of ProductsI FL ff IModel,Number or Name Description 389.1 Bertha HV Accordion Shutter-Blade 3- Extruded aluminum Interlocking blades retained by tracks(top and {Non-HVHZ -Drw I5-086 bottom for storm protection Limits of Use Installation Instructions Approved for use In HVHZ:No F1.3$9 R8 11 A.S.S:A.INC. DRVJG.15-OF+S.ndr Approved for use outside HVHZ:Yes Verified By:American Test tab or South Florida Inc: Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports j . Other:targe Missile Level'D".Max span Is 12'-7'for 35 psf positive Ft389 RR AF.A.S.5.A INC. P.P.R. rlRt'!G-I S•:1E:6:+L^i( ASD load and 13'-0"for 35 psf negative ASO load Ute HV3 blade w/o Created by Independent Third Party:Yes J window blade,S'-2"for 110 psf ASD load for HV3 bladew/o window blade and 8'-11'for 62 psf,W-6"for 55 psf HV3 blade w/window blade working In unlson.Max.span for HV3 blade w/d window blade for installations Into , Metal Stud walls is 79'for max.ASD pressure rating of+72,-72 and 84• for+64,-64 esf.See sheet 5 for otherspans and ASD pressures. Bertha.HV Accordion Shutter-Blade 1 Only- Extruded aluminum interlocking blades retained by tracks(top and Non-HVHZ)-Drw4 15.085 bottom)for storm protection _ Umlts of Use Installation Instructions j Approved for use in HVHZ:No FL3S9 R8 It A.S.S.A,INC. DRWG.15-085.n0f Approved for use outside HVHZ:Yes Verified By:American Test Lab or South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes ! Design Pressure:NIA Evaluation Reports Other:Large missile level'D.Max.Span Is 16'-0'for 30 p.s.r negative F1.381) RR AE A.S-SA.INC. P.F,R. DRVJG.15-OfS H+tj,g ASD load depending on centermates and locking rod configuration for the Created by Independent Third Party:Yes HVl blade,8--0"for+64,-72 p.s.f.load for HV blade for Keystone mountings 7'-0'for+7S,-75 p.s,f.for metals stud mountings and W-0" for 110 p.s.f.for HVI and HVIA working in unison.See sheets 7,11 and r 20 respectively of Installation drawin s for other spans and pressures. 389.3 Bertha HV Accordion Shutter-COMBO- Extruded aluminum Interlocking blades retained by tracks(top and Non-HVHZ)-Dtwg 15.084 bottom)for storm protection i Limits of Use Installation Instructions Approved for use In HVHZ:No FL3F9 R8 It A.S c A.INC.. DR WG,15.0 4.ndr Approved for use outside HVHZt Yes Verified BY:American Test Lab or South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Othert Large missile.Max.16'-0"span at SO p,s.r ASO load for Blade 1 Fl W1 RR Af A S S A INr- ;',F R QR Wt-15-171$4410 and 18'-0'for Blade.2.See schedules tin sheet 12,25 and 28 Created by Independent Third Party:Yes , respectively Contact Us::1940_North Flonroe Street,Tallahassee Fl.32399 Phone:850.487.1874 The State of Florida G an AAJEEO employer.Convrinh 2007.7013 51ate Of Fforlda.::Privacy Statement::Accessibility Statement::Rgfund Statement Under Florida law,email addresses are public records.If you do not want your a-mall address released In response to a public-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 8S0.487.139S.'Pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,flatnsees licensed under Chapter 45S,F.S.must provide the Department with an email address If they have one.The emaits provided may be used for official communication with the licensee.flowerer 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 Product Appr.—I.Accepts: http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx5... 7/16/2015 GENERAL NOTES: 1.BERRO H.V.ACCORDION SHURE7i STSIEY SFIOWN ON THIS PROOL=EMACIATION DOCUdaR(P.EOJ FNS BEEN L47IElE0 FOR COMPLIANCE AI ACCORDANCE M1TH THE 2014(5th EDITION)Of THE FLORIDA BIRtDLV(i OBOE TH6 JJxORGON SHLtNER SYSTEM SKOL NOT BE INSTALLED AT HIGH N3DCTrY HURRICVNE ZONE'S. OEM WIND LOADS SHALL BE DETEIWED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE,FOR A BASIC WINO SPEED REOUM BY SHE JLLRL5GCtON WHERE SRUITER WILL TABLE OF CONTENTS BE INSTALLED WITHA DIRECTIONALITY FACTOR Kd-DBS,USING ASCE 7-E'0 AND SMALL NOT EXCEED THE NAXWLEM(ASD.)DESIGN PRESSURE RATINGS tN(YCATED ON SHEETS 11 TRW 15,to&20. IN ORDER TD VERIFY THE ABOVE CONDI'DON,ULTIMATE DESIGN MIND LOADS DETERILINED PER ASCE 7-10 SHALL DE FEST REDUCED TO ASD.DESIGN WIND LOADS AREA-1: HV BLADES(j)dt QA BY MULTEI.MNG DEM BY 0.6 IN ORDER TO COMPARE THESE Tit/TARN,(ASD)DESIGN PRESSURE RATINGS INDKATED ON SHEETS 11 THRU 10,19&20. GENERAL.NOTES SHEET 1 IN ORDER 70 YpIFY THAT COMPONONIS AND ANCHORS ON THE P.ED.,AS TESTER WERE NOT OVER STRESSED.A 33 R INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS IL USED M THEIR SYSTEM COMPONENTS 1-2D SWEET 2 ANALYSE.HOWEVER,A MMA OURATAH FACIOR 06-1.60 WAS USED FOR WaFfGLTION OF FAQ IN WOOD, SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA N.V.ACCORDION SHUTTER SYSTEMS ADEOUM,Y FOR WAR.AND URGE taSSUE UtPACT LOW WAS BEEN VERIFIED IN ACCOTIMNCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER ATL REPORTS: TYPICAL SHUNTER ASSEMBLY 38-44 SHEET 4 TYPICAL WINDOW BLADE&WINDOW DETAIL -HV BLADE d f0214.a1-03.10775.01-02L 11004.01-05,01214.01-05,(0317.02-06./0609.01-10 AND#0210,01-It AS PER TAS-201.TAS-202 AND TAS-203 PROTOCOLS AND ASIM E-1686 AREA 2: HV BLADE n AND HVISIDOW MADE (� AND E-1996 S1ANCIARDS(UMSEE LEVEL D.WEA ZONES 1.2&3)&11220.01-10 AS PER TAS_201,203&203 PROTOCOLS LARGE 10556E (WHERE APPLICARLEI -HV WTAON BLADE 9}0509.01-IM AS PER ASTM E-1886 AND E-1996(MISSILE LEVEL 0,WAND ZONES 1,Z 3)BASIC PROTECTION ONLY AHD f 0729.01-tib AS PER TAS 207.PROTOCOL TYPICAL SEUIRER ELEVATION&NOTES ON LOGE SHEET 5 IHSTALIADON DETAILS A-F,CONCRETE/BLOCK SHEET U 2.W BLADE AND W WINDOW BEAD:® ARE ENGINEERED TO WORK IN UNISON!NIH SIGH OTHER WIDER THE GENERAL!AERATIONS AND CONDRIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M,CONCRETE/BLOCK SHEET 7 3.BERTHA H.V.ACCORDION RHS(HV S rW5),USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE/14x273'AND 114x1.75'RESPECTIVELY,410-M UNUUM SERIES CENIERIUTE OETALS FEV SHEET B STAINLESS STEEL SCREWS WITH 135.0 Ad VOL STRENGTH AND ISO 13;TENSILE STRENGTH.PNS SMALL BE COATED WITH BERTHA W OACROSHELD OOADNG SYSTEM AS MANUFACTURED BY APPROVED CENTFR10TE ALTERNATING ME AMS HV SHEET 9 COATING APPLICATORS,ROMSfERM WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE W MARONG ON TMEYR HEAD. 4.ALL AUIW.VUM DIiRUStOAS SIAL BE ALUWNUM ASSOMMdN ALLOY AND TEMPM AS'MCATED ON SHEETS 2 AND 3.MINIMUM YIELD STRENGTH FOR 6063-16 ALLOY IS 30.0 kai AND 35.7 le FOR 90 CONNECTION DETAILS 1-6.ODNCPZ /BLDCK SH M t0 6005-75 ALLOY. MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE-CONCRETE&BLACK SHEET 12 S.ALL SCREWS TO BE STAINLESS STEN.304 OR 316 ASF SERIES OR OlRR09ON RESISTANT COATED CARBON STEEL AS PER DIN 60076 WIN 50 kd 111%YIELD STRENGTH AND 90 Isf MDL TENSILE STRENGTH. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 13 AND SHALL COMPLY W/ROMA BUILDING CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE-CONCXRETE&BLOCK SHEET 14 6.DOLTS TO BE ASSN A-307 GALVARRM SIE!,OR AIS 304 OR 316 SERFS STAINLESS STEEL WITH 35 Eat HDNMUM YIELD STRENZIH. ANCHOR SCHEDULE-WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECFlCATgtS W BLADE O:72.13.14,16 AND 20 INSTALLATION DETAILS M-R.WOOD SHEET 16 FIV MADE 0&Q WORMS IN UNISON:12 13&15 INSTALLATION DETAILS S-X.W'PO'J SWEET 17 a THE BERTHA HV.ACCORDION SHUTTER SYSTEM BEARS A'U.S.�PATENf/6'779 SBL COMPONENTS or THIS APPROVAL ARE covm I.IN WHOLE OR IN PART BY U.S.PATENT}5'450,179 ISSLED TO EASTERN END CONNECTION CETAtS 7-12&X:WOW SHEET 18 METAL SUPPLY.INC. 9.K SNA!BE DQ RES O SBUTY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE SIRUCnin WHERE SINTER IS To BE ATTACHED TO A6URE PROPER ANCHORAGE CONTRACTOR 70 SFAL./CWLX AREA 3: HV WINDOW RAM IIIA ONLY ALL SNJTTM COMPONENT EDGES WWCIH REMAIN,THRV FASTENING IN CWTINIJOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAN WrAUSIO4, TYPICAL SHUTTER ELEVATION SHEET 19 1D.EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE DURING PERS OF 14UFMCANE WARNINGS HONE OWNER,TENANt.DR O1HEIM MUST PROPERLY CLOSE ALL IN AND HD CENTERMATES AM ENGAGE OR Loaf ALL W AND NO LOOKS. AREA 4. HV WINDOW MADE n)ON Y 11.SINTER MMUFACWRER'S LABS.SHALL B:LOCATED ON A READILY V03LE LOCATION AT ACCORDION SURER 01 ACCORDANCE PATH SECTION 17tO.8.3 OF FLORIDA BUILDING CODE ONE 1,432.AWL BE INSTALLATION DETAILS.METAL SND WALLS SHEET 20 PLACED FCR EVERY CPE M-- LABELING TO COMPLY WTIN SECTION 1710112 OF THE FLORIDA BOLDING CODE 12 BERTHA H.V.ACCORDION SHUTTER STSTEYS INSTALLATION SH ALL=(PLY WTH SPECS INDICATED IN THIS DRAWING PULS ANY BUILDING ANO ZONING REGULATIONS PROVEOW BY THE JUR:SDICADN WHERE PERMIT IS XJJJED To. .. . 13,(0)THE REO.PREPARED BY THE ENGINEER S GENERIC AD DOES NOT PROVIDE INFORMATION FDR A SM SPECK.PRWECT:Ls MERE THE SITE CONDITIONS DEVNTE FROM TICE RED. (b)CONTRACTOR TD BE RE'SPO SIB E FOR THE SELECTION.PURCHASE AND INSTALLATION NGJ7DWG LIFE SAF!•TTY OF THE PRODUCT.BASTED ON THE P.EFD.PROHOED HE/SHE DOES Nor OBVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUIZENT,COrNSTRUDT,ON SAFETY AT SITE IS THE CONTRACTORS IESPONS ILRY. , OBTAIN PERMITS IN THE STATE OF FLORIDA (a)THIS P.E.D.WILL.SE CONSIDERED LN✓AID O ALTERED Err ANY MEANS. - (d)SITE SPECIFIC PROEC75 SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHIM MLL BECOME THE ENGINEER OF RECORD(EO.R.)FOR THE PRLUECT AND WHO WILL BE REWO C93L.E FOR THE PRWER USE OF THE P.EO.ENGINEER OF RECORD,ACTING AS A DELErATED ENGINEER TO THE P.EO.ENGINEER SMALL SUBMIT TO THE!ATTR THE 59E SPEDIFIC O. WDICS FOR REVIEW. Ce)OR NA.P.EO.94H1.BEAR THE DATE AND OFdWW.SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD TENT PREPARED R. w FLORIDA BURDIMG CODE(Hon High Velocity Hurricane Zone QNNAAU�,•tti A.j/rJYYii 0 2019 EASTERN METAL SUPPLY.INC. BERTHA HVTM L1cF/�' 1 L ECO 1� A„$ S.Q, Accordion Shutter System TLV.BADE#1 W/OR W/0 KV.WWW BADE: American Shutter Systems My tk D13CPF40Y GATE GROW BY: ALL 1E's TILLIT TESTING& ENGINEERING COMPANY R r Or..•' R>;.1 Rx.m SL fis.WS.VMU aVsos.RamA 331 26B Wastio d inc. 1 OLD 11-}92 +/13/15 CLOW 4/13/15 Pn d(3WA71-1530.Fax:(30$671-153+ 4268 Westraods Drive 2 DRAWING No ✓s'y+�•• `�` w 77�� West Polm Beach, FL 33407 3 AAYY ORAL AAAA` WALTER A TCN.A.PL 4 15=085 P.E. SEAlO 'PURE/DATE �' D`L`a 44167 s SHEET 6 1 OF 20 / 3'r MR V.VV OC® � VARIES 918 (�91'• .moi' y• � g a w,. t.xgo• O 4 0454' a, — a.83T ,.499• o ' Q"` SOLD 5 HV 90.1180' STARTER COVERED UNDER US PATENT It 545899 �HV UNIVERSAL FLOATER 'K• Ol1A1JFlED FOR USE W/ HV©LADE 7(J ORV DIRECT MOUNI HV RUNE 1 HV WINDOW BLADEe SCD5-75 ALLAY AND TEMPER QUALIFIED FOR USE W HV 6063-76 ALLOY AND TEMPER 'SEE LIMITATIONS OF USE OF BLADE®ON SHEET 191 6063-i6 ALLAY A�TEMPER ;�3' 6063-T6 ALLOY AND TEMPER ( a 0' • 2X70- .936' JF.._W .994• 670' 7.76• 72 I 842 •�'. 4 7- HV ADJ. ADAP R�P� � a • 1 u7s• s 5 9,wr Q9NV WALK—OVER TRACK 920 ADJ, FLOOR TRACKQUALIFIED FOR 4E W/HV 9tV TRENCH TRACK ss 6065-76 ALLOY AND TEMPER BL{NE 1 QUALIFIED FOR.'USE W1 ITV �� 6063-T6 ALLOY D TEMPER BLADE 1(�ONLY. (1Iq HV RAIN-GUARD BLADE(N G063-T6 ALLOY AND TEMPER QUALIFIED FOR U E W/HV 6065-76 ALLOT AND TEMPER YAFIES 1,936' BLADE t• 1,915' VARIES 1.936• 6063-T6 ALLOY D SEM 033'7 O63' �• 033- i6 r , 093• 09J'' nt '._..._....__ - .100• ~ F_ � .115• .060" M. 67 ,09]• 093 670 1.686' 0.2tA 870 101 tff CEILING HEADER 1Q HV HEADERS ILL 13 HD CEILING HEADER/SILL 4� OLUdI 0 FOR USE W/HV 61 ADE(1ONLY, O 5063-T6 ALLO AND TEMPE 1 ONLY QUALIFIED rOR USE W/ HV BLADES 14 HD WALL HEADF,gfSiLL SEE SECTIONS FOR VAUDITY- SEE SECTIONS FOR VALIDITY, QUALIFIED FOR USE W/tN 6063-76 ALLOY AND TCMPER 6063-T6 ALLOY AND TEMPER BLADEII ONLY. 6063-TG ALLOY AND IEMPEP. OOMPONENr A 8 71 72 X Y t N 7tii t t• r Y l Y ((0.1V, 2• S'MIJL� 1/6• 1/8- 5• 3- 0.090• 2- 5-MAX.!0.192- 0.192• 1 SIDE ANGLES �D CORNER POSTS QUALIFIED FOR USE W/FN ALUMINUM ANGLES Lk 2.5' T MAX. O.t90' 0.190- ' BLADE-Ui OUAUFIED Po$$USE W/IN QUALIFIED FOR W/NV 6063-T6 ALLOY AND TEMPER 8Lil1J£(JJ ONLY. Y 5•MAXI 0.139" 0.137• 6063-T6 ALLOY A©TEMPER 6063-T6 ALLOY AND TEMPER' I L I16RiDA BUILDING CODE(Won Higt, Velocity Hurricane Zone: 0 2015 MIERN METAL SWIPLY,INC. �9 BERTHA HVTM Eco ,.. , A s S A Accordion Shutter System G C O I N c. ■ ■ ■A. ItV.BLADE#1 W/OR W/0 KV.WNDON HALE American Shutter Systems OLit9S110N att ORA,l 9Y • �/,l/. '�(^ :�= TtLUT TES361,SL. h ENGINEERING CDMPANY As3octa1t011, Inc. t an 11-192 4/13/15 alt: 4/13/15 • STATE DF W r 61x ILK.san.st,st<.ax.umcsra uncia,nam+zsi - �•—•'"kr? Ptv":(305WI-7530.r=;(305)871-1531 4268 Westrood0 Drive 2 DRAWING No --0,�:• LDPtD.•��S ••�^d� 71 a.c.m West Palm Beach, FL 33307 3 LJ—C♦$5 N 0-�",No WALTER A TUIT Jr.P.E. 4 SHEET ''r S a FLOROA U.i 44767 s P.E. S��'liv�6/G7�M1`URE/QATE e 2 OF 20 1.460" 4 6' 1 4.576' 1'-/E.t7/• '11PSh'kD M7JFIC D-n /$ 1 1'-20 3. ,745' .-. o , I (2S-1VILL TW BARtD PANtiD �AiDDCDHOURIG U&MIL OWED PAN= A • , I It �. .310 _ qL& •4 � n1m (� qWE (OAC KATEM y_ 21 HV CENTERMATE y QUALIFIED 1 & (�ONLY , ' I^ '-UA EVER LOCK 6063-76 ALLOY AND 7Eua[a AMU US£ W/ IN BLADE 1 & 1 ONLY s 3' QUALIFIED OR USE W/HV QUALIFIED FOR USE W/ FN 6063-T6 ALLOY AND TEMPER C BIADE�t &QP�ONLY. BLADED& ONLY. QAUFIED FOR USE W/HV BLADECI)ONLY f0' 6063-T6 ALLOY'AND,TEMPER PtA50C NERD x.736' 9 4 - 2.07' •1 763' FL} d ' .. Y X560•AFTER RK'TING .�• i/470-20 X 3/4" eEFDRE Mm G f' I S:S• THUMBSCREW 'l4'0-20 RIVNUi+ *m6Ls 0"4 AW.IUW(=4-n ALCM LWW nM=T(w FI L73? WW AVISM.PARY 10620,AS IY�/:vPsM=BY AWLL I CHUW YDMOtN.PARMPPD7Y,!O7 JERSEY 07064 OR COWL R "'°L"°w" HV MALE "T" LOCK C� TE ''� — HV "T" LOCK ® HV ALTERNATIVE LOCK 2� LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/FIV BLADE 1 ONLY HV FEMALE "T LOCK CENTERMATE OUALIFIED FOR USEQUALIFIED FOR USE W HV QUALIFIED FOR USE W/HV BLADE 1OONLY 6063-T6 ALLOr AND TEMPER QUALIFIED FOR USE W/HV BLADE(1)ONLY W/HV BLADE O ONLY. BI AAE(I ONLY./ 6063-76 ALLOY AND TEMPER' 6063-76 ALLOY AND TEMPER- 1.917 1917' _ 3.161 f � 'R1l7MFRlRN Off• CYLINDER OR .211•• •Or+3 AGZ'. ;... 4 KEY CYlRt1ER ry� .211'• N,q � .513' .•4 �`'3dn •�o~ �� . r m 0.876'PIH. G H R 0 O C " 4 �' o N '0.8 .123•Uea. QUALIFIED FOR USE 1V/IIV BLADE T do A QUALIFIED FOR USE W/HV BLADE 1 & HD ,S INSggT ` 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER 12'M71. QUALIFIED.FOR USE W/HV BLADE T &`7 i '^ "� ''As4'W�ti,ul6atM3,i��1e ,., 6063-16 ALLOY AND TEMPER TF67MHNaN Do ell KEY 1.3 urn G1UND1'R 1.76'Moa. LOCKING ROD ,/1 a HO LOCK - _ L.37r. QUALIFIED FOR USE W/HV BLADE 1Q }-R/ 16 ACETAL ACETAL S� 1 f4" sa-20 AISI 304 6Y REGENT HARDWARE MORTISE LOCKS SFOMES 2333 NODK CULT LOCAL 6063-T6 ALLOT AND TEMPER U S FRIES S.S. THUMBSCREWS QUALIFIED FOR USE W/'FIV BLADE 7Q& Q INSTALLATION WILL REQUIRE A 7/16'HOLE QUALIFIED FOR USE W/hry BLADED FLORIDA BUILDING CODE(bon High Velocity Huriicone Zone DRIU.ED AT TRACKS FOR PROPER EMBEDMENT QUALIFIED Lt 4 BLADE v( 'i, O 2015 EASTERN METAL SUPPLY,INC. �Sr` �tiCENSF'J9 ' A BERTHA HVTM 7TL E C O H � Accordion Shutter System ---� = H.V.BADE#1 W/OR W/O FLK WNW BADE * l/� Ery Amartcan ShufteL Systems DCWJW7 ; DATE WR N er: ILL! •4+;, TILUT TESTING& ENGINEERING COMPANY kr` A3soclotion. Inc. 1 OLD 11-192 4/13/15 ORiO '4/13/15 r.1Z, Q .-�` 6333 M.M,76tH.A»SL.3Q4,VRCV?tARtvs�c,RAfiM 331 -.+nom•.—E.. �� P1m,w:(3wy671-1330.FA.:(3ast371-1x11 4268 Beach, Drive 2' —DRAWING No C� -mom: ODOW 9 Own west Palm Beach, FZ 33407 3 15-085 S'OI�pL````` NA7E AA '.9jr.P.E. ' �. PLORCA Uc/441673 SHEET P.F. SERI./SIGNATURE�DATE 9 3 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR 3/a HV H V Q1A 4I 12'W&ME ADE P 1 T-- . 4mw WBLADE i i 1 •tars'R mit z---I ® HV BLADE IA �I. Nv NCKOv@ BLADE .oex5• =5 .11. euosse 1 teas KV Y LONG RECESSED NYLON BUSHING NNUCME \ •� � ® KV SHORT RECESSED NYLON BUSHING v \ 1 (om) ® HV NYLON HAT WASHER DOR(a �y4 I i MRt10N f// 3250' 4 HV WHEEL CARRIAGE NSI 302-303 SERIESI '* I I 4'1' 4 //.: 7501 z CB70 x3/18"THICK NYLON WHEEL. 3 j i -� d 2 7/e•UK W WORM 315'6 ,rao' CLU4 0.188"0 Ai51 302 SERIES S.S. RIVETS 5ai aL�1YEEf1 .Oa2S HV 1 3/4-ACCORDION PIN W/ #8 HEAD * EXTERIORjJ4 .L OPpy �t s Sim -5-1-"V 2 3/4'ACCORDION PIN W/BS HEAD * •I 41i a 4 _ 4 r><„s:,o73Ontv,.v. �1'- CUM/ POLYCARBONATE,IMPACT RESISTANT HV WINDOW j o�; _.....I ''t, ., TYPICAL HV WINDOW -BLADE AND -{LIl� POLYCARBONATE HV WINDOW DETAIL ® i ; ® t OOR Q� (�55 4 or N.T.S. RCOEE NOTEF 1 UtREItENT9� � . i MOR® 1 *POLYCAR80NAlE IMPACT RF9STANT HV lylt )v I BAYER M.AKROtON 3103 PDLYCAR80NATE I I 12.1�r RESINS, Uy-STABILIZED GRADE OR SABIC * QUIREMEMM AT EXTERIOR BLADE KNUCKLE FOR y S To OtAAE INNOVATIVE PLASTIC LEXAN 103 RESIN O OR I (SEE NOTE •F• ON SHEET 19). o 0 j (1) HV PIN(D SHALL ALWAYS BE USED.AT ALL EXTERIOR ® n R ; BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(D OR � j POLYCARBONATE SOURCES FOR HV BLADE. EXTERIOR ,�L N.TYPICAL SHUTTER ASSEMBLY ' i, , �(� (2) HV PIN @ MAY 13E USED IN LIEU OF®AND ONLY AT PM PeziE�lOR tanatcc �+» EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(j) oDut elAOE•S KNU_ m�a (SEE NOTE Mss¢rc trJam• .sn or@x ow BLADE WHEN CORRESPONDING TO INSTALLATION "Il . SHEET 7. 04p Q gEotnRcyErrts) TLO iIfXUR/L 31iia us N lEla 4W oansa tui 1].(31 l (3) NV PIN fl OR @ W/ 1/2' O.D. 1/16"THICK S.S. WASHER 8j0 f; � j n�m�.00uws .m,mm s@ T,ecm„a ft w,000P,i SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. j i .710.0 cm Am cz. :e n-e1 n er-o^ SHEET FEL CARRIAGE DETAIL �} ma0r Am 1131%440o2: "S:ur . ASSEMBLY LAYOUT rout or aw"4 =II ora a-1 4=1 at a FLf.'S. saf mm�uY MN DIM tow t No s at'entffi wm atm In+srt stltatc,N urw WAIWOMI .tZu tua sms t� am @+�. nl HV_BLADESOLID_ �& HV WINDOW BLADE DETAILS '°�"�'� Lam` ""°° `"'°" "'"°"` FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ®2015 Ots1EaN PETAL SUPPLY,INC. ............ 'LicBERTHA HVTm c', Accordion Shutter System■�■�■�■ H aADE gt W/OR W/O H.V.TxrDOW RKE American Shufler Systems ,�,@ p, ATE. DRAW 0, ,, -` Ti[LT TESTING & ENGINEERING COMPANY Association. Inc. I OLD tit-192 t I3j15 DAte 4'13/15 A OF dM NN.ca,.s.ST.Sas.vrscw erns nL�331 / �t• Pry:(305WI-15x.Fa.:(205)821-1331 4268 Westroads Drive 2 F�,..DAIDP • - @-mo1 o c@Oaw— West Palm Beach, FL 33407 s DRAWING IJa ts/ •........ `\�015-085 'pry,0�A.I.EA Ips rt�U-_f i ULM{167 s SHEET P.E. �1U1/614t,SRE/DATE a 4 OF 20 a *NOTES ON HV LOCKS AND CENTERMATES: A 0 C 0 •�P Y N S T Y �i�1� � . ®•�„�'®„� 1.MANI19M CMDIRON its ONE HV LOCK(a g Stall BE LISFD AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR I ELEVATIONVE LOC.8ru LK 41AY BE USED AS�A2IF�NSID-E OAR UOUi9DE LOCK,ATTACHLD TO �ANY Fall CENTERMATES W/(2) 1/4'P-20 x 1/2•LONG FLAT HERD SS 4S,LOCATION OF LOCK SHALT.BE AS INDMATID ON OoOq TYPICAL SHUFfER ATTON. 2. •J DESIRED.FOR BERET PERFORMANCE OR FOR SECURITY PURPOSES.'UP TO TWO fN �� LOCKS t�$OR MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.CONNECTION OF LOCKS TO CENTERMATES CI OR®SPALL BE AS INDICATED ON NOTE(1)ABOVE,HAL LOG ON OF LOCKS SL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 3. 0900HAL COMXDM 42 Myr)ONLY WHEN 1-Up-TORY(XN1DTItO I at OR LOOT MANDATORY CONOtRON (I /2 6 llSm WhtW H.Y.19CKS1:LOCKING RODS((��99 ARE N0T REQUIRED AT URRiCANE POSITION.BUT MAY -C. 9_00 (gr BE USED IF DESIRED TO ENHANCE SHUTTER PERFOTKtAANC&LGCIaNG RODS OR AN ALTERNATIVE DEVICE: MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSMON). a 4.uaxruTORI CONDITION .ONS HV LOCK SPALL BE USED AT COMNr'R CQLTERMATFS FOR AW SPAN AND I!STALLATIDNS AT ANY ELEVATION.HV LOC of SHALL BE USED AS AN OUTSIDE OR INSIDE U)CK. ATrAcHm TO.®COR.HER cENFERYATE W/(2) 1/4 4-20 x 1/2'LONG FIAT HEAD Ss,M.S.TWO LOC10.4G RODS(5� � q AT TOP&BOTTOM SHALL BE USED.LOCATION OF I=SHALL BE AS INDICATED ON TYPIfAI SHUTTER ELEVATION. c MU N� MkX M SHUTTER SPAN SHALL 8E DETERMINED AS PER SCHEDULES SHOWN ON SHFFT 12. T ll l S. OOT ALTERNATE HV LOCK MAY BE IN LIEU OF HY LOCK or FOR ANr SPAN AND j� INSIN.IA110NS AT ANY ELEVATION.AKERBYL ERNATE IGCK¢�j MAY BE'USED AS Nl NSI OR OUTSIDE LOCK.ATTACHMENT OF 1/4'0-20.3/4'S.S.THUMBSCREW TO @ OR 0,CENIERMATES SMALL BE MADE W/1/4b-2Ox3/4•ALUM. RNNUF AS SHOWN ON SECTION"VE,SHEET 8,ONE LOCK S1ALL SE USc=AT 1/2'OF SHUTTER SPAN 00 TWO LOCKS AT 1/3 OF SHUTTER SPAN. \ 8,VMQKTDRY CONDITION 1 FOR KEYSFON smNG smmigr"a;: ONE HV LOCK or or®SPALL BE }� 1 USED AT 1/2 OF SHlll'IEi{SPAN FOR AHY SPAN OR 12'f9WE OR BELOW 1J2 OF SHUTTER SPAN FOR SPANS UP t TD 96'.AND FOR INSFALLATIONS AT ANY ELEVATION.tN LOCK @ or§"0 VAY SE USED AS AN INSIDE OR OUTSIDE LACK.ATTACHED TO or SYMYETWCAL CENTERMATES W/(2)1/4-20 x 1/2'LONG-FIAT HEAD SS.. MS.LOCATION OF LACK SHALL BE AS INDICATED ON TYPICAL SHUTTER EL.EVATkN. USE OF LOCKING RODS( W/ OETm K4S p N OR®TOP AND BOTTOM 5 COMPLETELY MANDATORY. SHEETS tO& IMM FLU " 'NOTES ON HV 'T" LOCKS AND CENTERMATES: OF CORNER t CENTER E ONE ALTERNATE HV T LOCK �WY BE I�AALLED IN LIEU OF FIV MOCKS OR Qg FOR ANY SPAN AND }�j w�w 6�j• 7�a®a l0. 3 w *11L II IATIg AT ANI'ELEVA : AL TE LOCK 1T0�}1AY B£USED AS AN OWE OR CUYSIDE LOCK NTACHke OF LOCK QtJ INCLUDES i7SILC REII'MRCWG LOC3CLiF 7 AS SHOWN ON SECTION MC,SHEET S.WHICH MUST BE �J. a •vw 17. a ----- CONNECTED TO CENTERMATES®AND @ W/ 1/4'4-20. 1 1/2'LONG S.S.THREADED BOLT WJ 7/8'0 z 3/32' �'O• O•� Yf1NGNllF OR WJ 1/4'D-20xt'SS.M.S.TNtO A 1/4 ox 5/8'RtVNLR' LOGC MAY INSTALLED AT MIDSPAtN OR 12' 6 7 w 6 7 w MAXIMUM ABOVE AND BELOW MIDSPAN.USE OF TWO LOCK INO RODS @ TOP AND EOTOM IS MANIM ORY. @a@.� *NOTES qty HD LOC aF c t g ES. 1.100TRE V HD LnrtnwATHs} OIs wi ONE A,TumTE NO LACI(D MAYBE USED IN LIEU OE PICAL n HV BLADE SHUTTER ELEVATION HV LOCKS 03 OR LV FOR ANY SPAN AND RMAL ATIONS AT ANY aVAT10N.ALTERNATE HD LOCK @ MAY BE USm N.T.S. AS AN INSIDE OR OUISIQ9 IMI ATACNYE T OF HID LOCK a TO 0 IS WJ 3!fa x 3/8'F.H.SSJAS..AND INCLUDES BEINFORcatEiT INSERT 0 AS smm ON SECTIONS IIDB-RW AND SHEEP IO LOCK MAY BE INSTALLED AT LHDSPNR OR Ve W WMUM BETOW OR ABOVE IADSPAN.USE OF LOC/aw ROOS'@ IS COMPLETELY OPOONAL FLORIDABUMN on High Velocity Hurricane ne `AAp11rL}�A.T, h 0 2015 EASTERN METAL SUPPLY.INC. p BERTHA HVTM Accordion Shutter System TILUT TESTING& ENGINEERING COMPANY American Shutter Systems oacmPDa uTE VRYM eY: YL o• Association. Inc. , oLn 11-1sz 4/13/15 DM- 4/13/1 STATE OF �` EJ 3 Yr xn a 9s J05`49 A emus.FL"104 a, 4268 Westroods DfivB z P:.d,.:(sDs}en-1530.r.:(3Ds}aTt-ts31 ORATING No �e �� .-ate a ��oD=LSD West Palm Beach. FL 33407 3 15-085 S/ONAL���;•``�°`` I Tm A.TLur'4%PE. P.E. SEA��31ISt!JfRE/DATE TLDLmk LL 1 utcT 6 SHEET OF 20 CRETE ANCHORS POURED CONCRETE POURED (SEE 13)SCHEDULE ON OR CONREQUIRED TE BLOCK POURED REQUIRED CONCRETE ANCHORS t/4�0-2Aa3/4'S.S. CONCRET /OR (SEE SCHFD:AE ON M�1%4'-20 CONCRETE ANPIORS 17 18 (`g 1HaNrmDpaN S1aJ'1'>1 E FWtEOUM .._ SKEET 13) Huts 4 12.O.C. (SEE SCHEDULE ON SHEET 13) / ]. i 1. 6Rn. F. E �1/S4.20205rurs = 19 0 II Y O 12'O.C. I/ E D.+ /2. I 250'N0. I - 3 aR 5 / i 3 OR 105 Dp+ ' .250' .250-Yas. p ..Y Ye.. L OPTIDINA. I I -NAL i 1AN 93t1VJO1 1 i L DLL[6 T �I' • ' MIN.SEPARATION TO QIASS i.. 1 n wl awx mIIo 7 OR ' 1 ��—r—(SEE safEtnnE av set,°r It)— MX q—MX SCPARATVJ TO CLASS ; _...... '`(SFE SCHEDULE )ON SHEET 11 .. I 1j. ©HV WALL HEADER INSTALLATION OA HY WALL HEADER 1NSTALL4TION © HV WA HEADER INSTALLATION + KEYSTONE ' JADC SEPARATION TO CLASS �R .. • l"'"'--(SFE scHMUIE OH 91EET I1)" 1 x�ia (sa[ I t 1 OR MIN.SEPARATION TO PLASS sti¢uEa ,I, I (SFE 9CHEPRE ON SHST II) i CLASS uallDAG[ywo- 1HH��� lryh d.�QIII�� T,' FJf6TeiC �°.nOkAL iFEil(I PA�.S—) a i I i i 1/4' �r ' OPTFONAL 1.3 ED �'�} 1• __ 12 OR1'.J 1_... ._ --_ 1/4.0-20e3/C 5.5. NN'' —CONCRETE E PHILLIPS TRUSS HEAD 1/4'0-20x1/4'S.S.PHILLIPS BAOIONE SQ7EY5 USIRI.. _._.. CONCRETE ANC46R5 TRUSS HEAD k6Y.tIVNE SCREWS ANCHORS 1 18 7' 1/4'-20 EMS O IY O.C. (SEE SCHZDULS ON W/1/A'-20 NUTS O 12.O.C. (SEE SCHEDULE ON SNEEt t3) ^Y+n. POURED CONCRETE S M 13) POURED COlxREr- Ill OR ROCNC BOCK OR CONCRETE _.•�f..,._ =HCREF ANCHORS WALLD HV WALL SILL INSTALLATION J (SEC SCHEDULE CN OHV WALL SILL INSTALLATION PO11RIE0 CONCRETE SHEET 14) OR CONCRETE BLOCK WALL`E011REDEC� HV WALL SILL INSTALLATION N°" INSTALLATION DETAILS W/ I-SEE SMELT 4 r6?TYPC&SHUTTER A E 0.R EDGE,DISTANCE ASSEMBLY Fat,E AIOH9 ofL,g TOH GJ HV BLADE 2-UOUNTORC SECTIONS CAN BE COMOMO (SEF SPEGTIGIIONS 0fi>HEET 13) E 1!O1N SHEET l9 IN ANY WAX TO SUR ANY ONSW.EATION. D1uonN FLORIDA BUILDING CODE(Non Nigh Velocity Hurricane Zone `5•�.��R L/ ,�� ®2015 EASTERN METAL SUPPLY,INQ s�?='�>CEnis�V:��, _ BERTHA HVTM L E C O A.S.S.A. Accordion Shutter System * _ FIV.HARE#1 W/OR W10 H.V.lttroonE HALE Arnerican Shutter Systems _ OESc2m cm DATE Ow'w DY! d.1_AT OF TtWi TESTING & ENGINEERING C04PANY �•,�, �4� assn Nr.sca,.A,,sac DCA rac+NA r+x�a-,NaDFa4 alt 'AssoCTatiOe. Inc. f OLD 11-192 {/13/15 [ufE: 4/13/15 Plw.e;{3M)871-1530,Fm;(3X7-ssTl 4268 Westroods Drive 2 OfiAVANG No �FS+S;/........N" 'G\N`�� +-�% West Palm Beach, FL 33407 S 13-00067 9 15-0805 �i,,,rrHONAL1ti11pAv` WALTER A IILUT Jr.P& 4 . P.E. SEN�9��,�IATURE/DATE '�`'6 X167 5 SHEET 4. 6 OF 20 cONCREE sa a aN sx¢r 13) m aas -----OOR oomxc REWIRED (SEE OF tai r e�cmno s aor t s asm,cto+ 51A9 ff A a arse � y t _ DMNCANCHOR I Id^ATroN I I /1o.3la•tux WASH ER HEAD ra SCREWS o 1Y O.C. EDCE OF A CONCRETE ANCHORS 8 IF i { 7 (SEE SOW=oN SHEET 13) ' APPUCADLE OF 00STING ' EDRF or RM �. A�A9 IFGLASS—•, SUe ff 1 EDGE OF _ APPUG .ESiM Fi UK y-µyctal APPUCN E OM/Mz�/ E POURED FIAT MFM CONMEM AN34M 1t�M 4 PCUR4D RE4URW �FlATHFA COHCREiE ANCHORS � (�E SCHEU LE ON SFtF£T ta) o..w1s rw 1 OR cONauYE ( "'�"E 01 S"tET'a) It .1RENCH INSTALLATION AUD ONLY FOR UP M+70.-75 PSF AS,D. HY FLOOR INSTALLATI� ©HV WALK—OVER INSTALLATION DESIGN PRESSURE RATING FOR SPANS PER (0)HV CEILING INSTALLATION SCHEDULE p3•SHEEr 11 CONCRETE ANLTWRS �—ca °. I _ 1 m amus a�i _T_, {SEE SpiIDUIE ON 1/4.0.rrW%12=DP07+a/ w a�T t FJOSTutG ca y EwTe,>r--j 1 ' FJ+iS71NG SftFiT i5) - ttaetami•AD4wi/a10 I 1/4' I wmj asuurw ro Ara CLASS-� ..�•...-. F=043d APM+ANZ RCM W/ C1A55 Gal -Ksa mmu w s�t» ---Q1 ' vr..ma.ro t 3/4•Ica oamwe o a• uuc ' O I r {I 1 '�cas mewc w tIJ j DZ FM�u TIM f�:l I f 4 m 6-0•w To e'-0'1Mx NRT ! 1 SFMtlf AT ENA(rASiFN1A IUO ttW'a t'g NOtE 9W 11 ® 3!6 1/2- - ' Q O. /f0 r 1 MAX WAfitffR HEAD �__ �[an,gwart ---� TEx SCREWS /14.3/4- HEX HEtn_.-/;, 1 e' o 12•a.c. / 8. 8 . r • '. ,J.•�-zn:7•'ss its a� SIX SCREWS O 9'O.C, #1 .3/4 SA.S. C6NCR IE ANCHORS 6 •7Q�; OR 1/4.0-2o Ss.Ns. I , 0 9•o.a -- _ U.. i' . 'E a u•ac W/Nur o 9•ox. (�SCH�Du�ON T 1 •A I A 1/2 t- 17 18 i 2OOONui w o"Snmcm"L �Tw C0Q EDGE OF 111 4-F.H.SDS. r,i1Ql, l SLAB ff 1 T e• APPU CONCRETE ANCHORS No1E i3(b) o a•oc. 'E a - PouRED CONCRETE- (SES SC7tEDU1E ON ON SHEET 1 FOtTY�CONCRETE NOTE ON stT Er t3(b' ......I - D. -' __ R GOND BLOCK sHEEr td) OR CONCRETE BLOCK •"'•e"•'• •. i' F�ED� REouiriD { KN�ST�ECC"PRC LW-#04INrzSTALLATION CON,. HV WALL FLOOR INSTALLATION HV WALL WALK—OVER INSTALLATION pd W-b• REatitED uAuosl StAR11n saga (2)HV RAINGUARD INSTALLATION t > NTF FOR Co WTIWI°r STCRns: t '"S'gAL AT) sNALL'R m 'E D.-EDGE D,STAUCE FM40 AM TO AN PURA3(.E' 4 SEE 11NrrglaNS OE OSE FOR I-SEE SHEET,FDR TEPGL SumER (SEE� �at%'�"' AMMOR ENTRANCE t�llDN sNf s INSTALLATION DETAILS W/ C7 HV BLADE ASSUDUN 2-u0UN17M.:SECNWSCAN 11£LOUBiNf4 IN ANr WAY TO SOR AW INSTALW1t1H, FLORDA BUILDING CODE(lion High Velocity Hurricane Zone ��a�1�Rp.•r�t(/T ®2015 EASTERN UEFA,.SUPPLY,INC. �.' ��Q:.•�GENSF 9'� I -�27M., RTHA HVTN L.I �.N A.S.S.A. Accordion Shutter System Liv MADE 01 w/OR W/O KV.MMN BLADE American Shutter Syslams _ ttrscavmat DATE t er; � 11Wi T1 SDNO&ENGINEERING CONPANY a STATE�F ;: �Hb,3k,st, •,b, , �nt2Aan Association, Inc. t QLD 11-t92 4lT31Ts DAIc a/,3/ts Pea,.:tyoy}eTt_ts3o•Fm;(303)an-ts3t 4268 Westroods Drive 2 DRAWING No `. < '•. J �c —'a b..ft+tcmn West Polm Beach, FL 33407 3 QNA4 ' wr11FR�°niirtn�r.P.> , 15-085 P.E.rSF:�91G &11E/DATE FLORIDA D`•0••'e7 6 SN7�OF 20 SEE END WALL CONNE )ETAILS ON $JETS 10 dt 18 s¢NOTES ON LODMIG Mao,®,to soaa®d® `rI NSTALLATIQNS W f HV K A<�1a Lau ®°"SNEET L. OUT OP IN , �-WSi1NG CLASS �ktk.WD"c 51AOC WAXINr 5 VAUD FOR ALL BLADE W HV CENTERMATES �APFt=nW VrH WIDEo OR SEE END WALL CONNEenoN 10•®°'©' ©•pa DUSLINc cuss DETAILS ON SH 0-0 pa --------------------- --- ---------- Ys2•.1/ltiO*-2 1 I ®'®m p,®P 1®•p 3 1/4' 7' 6 1/2• T __-- 7• 1. ('O3-76'u0n OPPOSING mrtEW/(2)1{4'.ax 1/2- �e®.® SYMMETRYCAL amt i CENTERMATES CENTER AFES (iOP/�I/OIQ h JIW/e S-MS.0 12• �Sxr� 1�7N.SEPLAW (4)lt0n/x'sus.ro tuaE 1 0C 7vu Lpy W/ NV LDCK!Gv or W/ NY LOCK or ro AT FAOFi Ai;2F.(nP) r (SFE SCHEDULE C 5 * 5* I N �* 3 «+sNEer,t) NON- ' --j 1/2. 5 j wo d -0 or I L 1� s ® OUT @ a to•pPp•��•©a HVA HVB ©an®•R©•OP®mto,Qa 0esrtt�aHsVC -POUREOCONCRETEOR ©•O-©�®`O 1D, CONCIF�E FU=WALL S1k1G -------------- ®Pp•�Q'® -- r $YMMETR_. ICAC IN ���°°�•���� 1----- - Lnre Ns1.S_TPAMnON aCELn CENTERMATES ©'® ® � O ® ( Tc 5" �" /- ant 8 @ 8 m ro c1Ass PIN © w Nv oc s ° oN) ' " paN sN1T r n)NOt.SEPMATI( SCNEOULE Oq SFIEET II) (Ox,FASOP) _—_—____.L.—__- ______- _ _-_-__OUT is- 1 * V 3 S Yuri I _ 0 �* OUT 6I/2-IMsZ oUT (03MOR) HVE HVF** HVD FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone N18N1i4//Iry ®2015 EL+''7D?N METAL SUPPLY,INC. .�oj� , BERTHA HYD, stemEN,S'' '% E�. E C O-,n.. . KV Accordion 1WCRR W10 KV.ShutterDW MEM American Shutter Systems DATr. OqQ % &LL * _ TIW7 TEMNG B ENGINEERING COMPANY o: STATE OF essa w1 Association, Inc. 1 oLD 11-1sz yts/1s ars 4/14/15 <¢�o PMna:(365)e71-1530.F:(305)671-1531 4288 Wastroo& Drive z UReeoOod.mm Wes: Palm Beach, FL 33407 3 DfL1YANG No o�F' [oRto,.� ; ®at—OO 15-085 s5i�........ � WXTM A➢LU7 b.P.E. P.E.7SYAI,Iia►1iNS1dti}E/DATE rTORw L` H167 SHEET'OF 20 POURED CONCRETE POURED CONCRETE -PD11RED CONCRETE POURED CONCRETE OF OR CONCRETE / OR CONCRETE REDC ME BLOCK W� BL CONCRETE BLOCK WALLREDUM BLOCK WALL REOUM CLOCK WALL REQUOT£D �DM4G CLASS EXISTING CLASS co ANGxo rEwsLwc crass i' 7 ! -C Y u E�x�TING ctwSs o,6•oC _r_j off , -/ �- 7 ,- -r� 2.19t1 f Mal SOYPA001 SCHEME ON SHEET TO i I uta SEPARATION EO EO 1D q/SS(gE 11 FDR axx onv SCNEOUE Q1 SHEET i TO 01AS(SE 5aHDLME CN S#ET 1/167:3•NAT! ON SHEET 19 VCR 11 FOR BUIOE(DAND SOHO- SHEET tt FOF Brae OA`O (6063-T6)CONr. eADFS.Ok 9 ON BEET 19 FOR 1fj• 111 FOR MAADD'EE®rod) ON SHEET 10 FOR ALUM.(CLOSER 40MIlE AT 1 EEADFS O&Q AT fJfF1F•Ra 9OE 1/2 , rA1OF50k EEtmrt��L 5OE N SIM k Q7J i USE 1'ORY NA)L _ I (AS APPLICABLE)a2•.t/6'A•-2• /10:1/2•S.M.S: I --- --�-- jit!)s1/2' -_ O 16'O.C. ALUMINUM CLIP ANCLE _-- --- - 4 (6065-T6 ALLOt�AT N70HEIGFtr� 4 � I (2)1/4'�O11TAaCONSSANCHORS TO 'WALL AT 1'O.C.(LOCATE AT 5 SME EE CONNECTION OR E HER S�aPQ) 1 OR (� SEE DETAIL X rOR 1 OR®• TO R"CKs SEE OETnT x 4 SIDE TO TRACKS ,®„ ®-©•0.6�? , •®" smE ca.NECLaN Q--4�-©•�i-e ,o.®a O.n,0.. - ToTRACXS 0_0 (D•0•"•Q).0- O.O-0-O.O•®- ®•�-®•QUO•®- �•®-©•�-®•®- ®•®-®•®-O ®- O Q�-Q •O-®Q�-Q��A O•®-®•®-O.O-Q O NEM' ®-® END CONNECTION DETAIL f0 END CONNECTION DETAIL Q 3 END CONNECTION DETAIL 4+REQUIRED ONLY FTM SPANS GREATER— IV-0' POURED CONCRETE OR /-DawiG CLASS RONCRED BLOCK WALL 4 4 L R£GU6tFA N11 SF.r'AWOND TO MASS(SIE O 16• ,C. NN.SEPARAROK a b_._^____- _.:_ tai FOR SHEET co 1/2'e9N. m°JiSS j((j �� JUE ON 9E'ET 19 FOR ANCNCR O MATE® ®_/ _ _ t�OR�OR�OR� CONCRETE NAVES Ok Q'y) 12.O.C. / _ _ W$ d®g FOR Q ____ OR@ P 16• 1 Y K•/. O.C. _ 8 R 1 OR 2•MIN, 2'MHMN. ♦SEE LIMRAIx]NS Or USE FVIEW Y BSIV'E®ON SHEET 19 0 @_(9 ORI 5 1 OR ®' PLAN DETAIL LCRrr£BLOCKK WALL ' OR -(�-©•0.a 1 .®„ ®-® ©•®®- TION REOULRED `'y'•®.&O-C'©- ©•O•©-©•O•®- HV BLADE OR 4 HV WINDOW BLADE INTO CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL5 Oe•�$-�®�®-®� O QJ•®®�® END CONNECTION DETAIL© RORDA BUILDING CODE Non High Velocity Nurrcone Zone F. ®2015 EASTERN METAL SUPPLY,INC. �cEius(/�9 _� BERTHA \ TM /7ASS,A. Accordion Shutter System 7LE7C O f mc. A. . . . ttv,amx to W/OR Who N.V.wmw aACE American Shuffer Systems 96U�]N oarc Cam w u1 TILLIT TESTING.8 ENGINEERING COMPANY STAx5 STATE OF 4 N1.Hat$, n.,3M r1rn�.3,I AssocfaHon, Inc. 1 MLD 11-192 4/13/15 VA,L' 4/13/i5 A OR ft..:(w5)8T1-1530..x.:(MS)ST1-1531 4268 Westrdads Drive 2 ptiA'WNG No c mw:uE4cooxdc-n West Palm Beach, ft 33.107 3 A1 � 15-085® 410NALE; Wm .P.C. aSsL110 20� tORA ux ► 4167 s SHEETPE. 9RE/DATE SCHEDULE 81 SCHEDULE 02 SCHEDULE A3 MAXIMUM SHUTTER SPAN 'L+'OR "L MAXIMUM SHUTTER SPAN* 'L+' IMUM SHUTTER SPAN*'L+" (ft). FOR INSTALLATIO.YS W/- OR R-" (ft.)FOR R -L-- (ft.) INSTALLATIONS osr t 4+0 ON 7 Fr m -1 CENTERMATES.© INSTALLATIONS W/ CONCRETE& WOOD (1)L+:MAXIMUM ALLOWABLE SPMA FOR A CM W1.ONE H.V.LOCK ®or®oor or & ETR ONE a LOCKS LtWN50RY LO:MAX.ALO.ABLE AN FOR RE RATING. HO LOCK W/ NO LOCKING RODS or ONE HV LOCK or or L-:MAALLOWABLE SPAN FOR A G0.eT,1 NECIRiVE ® 16 ® OR W/ NO LOCKING WALL A, B. C. D. E. M, N.O. P. 0. A.S.D.OEM PRESSURE RATING. CENTERMATES®&@ W/ONE HV'T' W/NO LOCKING RODS® ODS MOUNTING F, K&L R.S,&V. LOCK®W/TWO LOCKING RODS®TOP & (SEE NOTES t,f) (VAM FOR Moum119(61 (2)PROCEDURE TO DE.TIRA6NE MAXIMUM SP/N FOR BOTTOM SEE NOTES t it SHEET 7) FLOOR/CEILING G. H. I.11,J T. U. W&X WALL MOUNTINGS(TOP/OOTTOM)OR FLOOR/CEIUNG: CONCRETE k WOOD MAL1Af10N5 V CONCRETE&WOCD CONCRETE MOUNTING & M L71YLN APOSRBtE ASD.DESIGN PRESSURE RATNG, "ab" Yauy MAX" A� WALL MOUNTING FLOOR/COLING WALL tulaom nDa+/ci4rc WUHrtk' DETERW7E LVXMfUM SPAN lh'FROM SCHEDULE. ( 1 MOUMMG 7 a fo+sl tm (.YiIEN A NEGMNE A.S.O.BMW PRESSURE RATING, I+CR-) (e -) FLOOR/[tl➢t'mw m+m (+oa-) FLOG LPLINM t: pETEiONttS MAXIMUM SPAN'L-'FROM SCHEDULE. L 4 W1 L--(Fj Ti (-t"J L4 W L-LN L r{y L-{IQ 0 MAXIMUM SHUTTER SPAN'L+"OR--FOR _ 30 OR 16'-0' 1C-W 16'-0' 16'-0' 30 _I6'_0' 16'-0' 3D 16'-0` 16'-0' INSTAUAGNS INTO WOOD SHALL DE LIMITED TO FINAL MNOMUM ALLOWARE SPAN IS EQUAL TO THE S5 14'-f0' it'-70' 15'-2' 16•-0" 35 to-f 0' /c'-10' 35 15-2' 16'-1 D' 105 PST,AS.D.DESIGN PRESSURE RATING. lu DETERMINED SPAN BETWEEN 1+'MA 1- 40 13'-10- 13'-IW IP-2' 15'-2' 1 40 1S-10' -13•-10' 40 14'-2' 75'-2' (J)PROCEDURE TO DETERMINE WXMUM SPAN FOR 45 /5-1` IS-7' 13'-4' 14'-3' 45 1J'-1' 13'-1' 45 13'-4" 14'-3' 1' HV CORNER cEMFRMATE 03 MAY BE USED AT Nt COuRIHMIONS IN BETWEEN WALL MOUNnNOS 50 12'-5' 1Y-5' 12'-6' 131-7' So 12'-5' 12'-5' 50 12'-3* t3'-i' mowlmG INSrAUADaN5.LOCKING SPECIFICATIONS WI FLOCRICEIUNC MOUNnNw: $5 - - '-t' 12'-77' 55 11'-10- 11'-7D' SS -11'-1' 71'-11' SHALL BE f5 INCICAYED ON MAN7UT05(Y CONDITION F2 FOR A GRAN POSMt A.S.D.DESIGN PRESSURE 60 11'-4' 11'-4' 60 f0'-2' 10'-11' H07E/5.SHEET 5. RATWii. 65 10'-17- f0'-10" 11'-i' IV-11- 65 s0'-id' f0'-iD" 65 9'-S` 10'-1' DE7ETiLI1NE: Lt+p MAX.SPAN FOR WALL MOUNTING 94STA1.L1M0NS. 70 s0'-6' fo•-6" 1C'-9' /1•-5' 70 W'-6" 10'-6- 70 8'-9' 9-4' La+-MAX.SPAN FOR FLOOR/COUNG MOUNTWG 75 70'-1' IV-1• f0'-4- 11'-1' 75 IO'-7" SO'-1" 75 - 8'-9' 't'f DLCFPT THAT 14ACmm SHUTTER SPAN-L+-OR INSTALLATIONS, 80 9'-10' 0'-ID` 10'-0' 1O•-9- BO 9'-f 0' 9'-10' 'L-'MTI MAXIMUM ASD.DE514G PfICSSURE P/LTIN3 FOR FOR A G'YEN NEGATIVE AS.D.DESIGN PRESSURE 65 9'-6' 9'-6' 9'-9" 10' a 85 W-6 D'-8' INSTALLATIONS INTO CONCRETE OR CONCWM CLOCK RATDNG: 90 V-3- 9'-3' 9'-5' 10'-1' 90 9'-3' W-3' SI7''LL BE UWW AS FOLLOWS'• DErER10f.T:: 95 0'-0' B'-9- 9'-2' 9'-10' 95 9'-0' 8'-9- I- CONNECTIONS TO KEYSTONE FJOUNF114C Lf MAY.SPAN FOR WALL MOUNTING I'STALIATIONS. 95 9'-9" B'-4' 9'-0' _I 700 W-9" W-4- LIMITED TO +84.72 P-1.AND 8'-0'SPAN, SEE Ll-a MAX.SPAN FOR FLOOR/COUNG MOUNTING MOUNTING©ON SHEET 7. INSTALLATIONS.8'-7' T-11' 8-9, 9'-<" 105 B'-7' -�7'-1 i' 110 B'-4'-_T-T B'-T 9'-2- 7 70 8'-s' T-7• FINAL MMMULI AU.OWAELE'SPAN IS EQUAL TO TWE 115 6'-2' T-3' -C'-4- B'-1T 715_ a•-2- 7-3- SEPARATION TO GLASS SCHEDULE MINIMUM BETWET7N t'+-,122.'L'-MO u2- 120 e'-0' V-I I' 8'-Y 7-9'- 120- 8'-0' 6'-it' (4)GO TO ANCHOR SCF+.*3,1U1E WITH FINAL WWMUM 125 _- 71-10' 6'-8' 6'-0' is-S" 125 7'-10' 6'-6' ALLOWAME SPAN AND NEGATME AS.O.DESIGN 130 7'-8' 6'-5' 7'-IO` 8'-1' 130 7'-B' G'�:' MINIMUM PRESSURE PAW TO DLTERuO:E MAXIMUM ANCHOR 135 T-T 6'-2' T-9'__T-9'� 135 7'7- V-2' WIND ZONE sPAc7Hc. 5'-71 T-T 7'-6' 140 V-5' S-t1• ASTM E-1996 SEPARATION 145 7'-3' S'-9' V-5' 7'-3' 145 7'-3' S'-9' TO GLASS 150 7'-2" 5-7- 7'-4' 7'-0- 150 7'-2' 155 7'-0' S'-5' 7'-2" 6'-9- 155 7'-0' S'-5• 1 THRU 3 1" 1E0 6'-11- -5'-2' 7'-7` V-7' 160 6'-I1" 5•-2'� 165 6'-70- 5'-1' 7'-0' 6•-4' 165 6'-10' 5'-1- 170 V-9" 4'-11` 6'-11" 8'-2' 170 6'-9' 175 6•-7' 4'-9' d.-S' B'-0' 175 V-7' 180 6'-6' 4'-B" 6'-8- -8- 18 6•-6- -6' � H V B LA D E 185 e'-5' 4'-5' 6'-7' V S'-6" 1$5$ 6'-5" V 4'-6' 190 6'-4' 4'-5' 8'-6" 5'-6' 190 ..,8'-4' 195 6'-3' 4'-3' G-S i'-5' 195 6'-3' 4'-3' 200. V-2' 4'-2- V-4" 5'-3' 205 6'-1' 4'-1' 6'-J" 5=1' -ZOS B'-i- 4•-1' FLORIDA BUOIN(3.CODE(Ron High Velocity Hurricane Zone 9 2015 EASTERN METAL SUPPLY.INC. ` P�LTQq/Nz BERT A H —�- �7A tIVTM _� A■S■S■A■ Accordion Shutter System ��g --- RV BLADE#1 W/OR W/o KV WNDON aanE • tfT' TILLIT TESTING &ENGINEERING COMPANY American Shutter Systems cY. 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D 7.5 53 4 3 1 1/4'0%.3/4'ALL POMTS SOLID-SET ANCHORS.AS'0I5TRIBUTED.BY.ALL PONFS SCREW.BOLT&WW&'7Y COUPANT. 14 12 SO 0 03 ♦ - - 14 12 9 73 8 {.5 J3 I4 163 7 OS 43 35 - - 1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS UANUFACILM BY FLORIDA FASTENERS DRECT,INC. 1 4 0 TAPPER+ANCHORS As UANL1iAcnm BY Powats FASTENERS,LNC..AND DGTRISIRED BY ALL Pow SCREW,BOLI&spECNl1Y 14 12 10 85 7 4 - - 14 12 f 0 9 7-$53 4 - N 12 0 7 73 43 - - - / 14 11 7 53 4.6 - - 14 12 10 9. 7.5 SLR 4 - 14. 12. 9 7 6 C5 3 CDIbSANY OR ANY OMER APPROVED LICENSED OR AUNOFQED VENDOR AE'GISTE7FD WAN THE AUCFDMN SHUTTER SYS003 ASSOCKTION,Ra 74 12 f0 9 9 6.5 - 14 12 10 9 B 6 4 - 14 12 10 a 65 6 Iss - NOTM. 14 12 83 . 33..]4.- - 14 12 . e5 53 4 -3 -- 23 V. S 4 3 - - &1)U H AD EUEED1HRE DFO CO TECHNOLOGY BLOCK HRS IS .BLUE TAP W/CAP ANGORS AND 771T4Et+ANCHORS 6 1 1/4'AND YAPCON ti 12&5 73 0 - - - 14 12 93 8 TJ' S -1- 14 12 8 63 ♦ - - VATH AWANCfD 71fAEADfDRM l£41N(IIDCY ANCHORS 5 1. iJ 93 6S 'D 33 - - 14 12 10 0 0.5 0 - 1♦ 12 0 65 S 4 9'-0 14 12 10 9 6 - - - 14 12 to 9 73 43 - - 14 12 67 7 5A a - - BZ)URIM M 018MUENr OF 1/4-9 s 3/4'ALL PONTS SOLID-SET ANGORS SK L1 BE WRELY EVB[DDFD ORD THE COt4CRETE BLOCK NO 11 13 73 e 4 {.5 SS - - - EUSEDUOU NIO STUCCO 94ALL BE PF.I86IIED.1/4'0-20 SLS Ucwc SCREW USED SHALL BE 1 1/2'LON.-WN1141U SHOULD SWC00 14 12' 8 0'S 4.5 - - - fi 12 83 7 53 4 -- 11 05 7'55 6 13 - - E)OST.AND t'LMMU10 FOR WALLS WITH NO SfU(GO. fI3 LLS 53 1 - 1< 12 9 7 6 43 - 14 It 7 35 43 35 1 O.-O' 14 li 10 9 73 - __ - 14 12 10 8'8.5 5 - - 14 12 6 5 5 4 - - B.3)IN CASE TINT PREcw STONE.PREGST CQNCft£IE PANES•PAVUG OR AHY vE EER BE FOUND ON THE E0.5111iC WALL OR iL.00R 14 JS - - 13 "M31 3 4 3 - - 20-73 S 4 3 - ANCIONS StVLL BE Lot=VX-UGH TO REACT 1HE ELAN'rRUCTURE ODM SAO WALL Ft),SH'.S.ANCHGR1GE SHALL BE As RNDrA.ED ON 14 11 L_53 - - 14 11.5 9 6 5 4 - 23 931 6 S 1 4 IiQTfS B.i)h.8..2)AGQYE FOR R6TALLATIDRS ON VRlRYL.IDLING OR EFS B7N DR WTBiOUi FL''rq.STi7J5 Cd3STPJ T10S ENCDiEER. O3 8 S - 14 12 8 63 55 4 - 13 70 65 3 1 3 FOR INSULLATOH INID M WTIH UETAL SRA)S SFE 91£ET 20. 11'-O' t4 12 10 - - - - - 14 1219 7 6 4,5 - - 11 103 7 SS 4.5 23 93 5 - 12 9 a a3 / 3 9 7 43 33 S (C) ANCHORS STALL BE CISTALLED FOLLUMNO ALL OF THE RECOUVEN•ACCNS AND SPEORGTONS Or THE ANCHOR'S UN11FA^NRO' N 10 7 - - - - - 14103 7 SS IS - - - 13 BS 53 43 ZS - (D) SCE SCHEDULE BETON FOR EDGE DISTANCE(E'-0.)VERSUSSPRING RFSAT10T1SHM FOR ANCHORS. 11 1.57.5 a 5 12 9 6 43 4 93 7 {3 - - - _ 12•-0' 14 122 10 - - - - - 14 1 0 u 53 - - - 13 10 63 5 4 - - - EDGE DISTANCE _ SPACING SCHEDULE FOR ANCHORS: IS 03 u - - - _ - 11 6 55 4 3.5 - - - tl 6 • 3 - UAX3NU ANCHOR SPACINGS ARE VALID FOR EDGE USFANCES INDICATED BELOW.FOR E a LESS VM TfZ VU"TCD.REDUCE At4C OR LJ'ACNC 13 93 6 - - 13 OS 63 S 4 IM B 5 4 - - - Ur MULTIPLY04 SPACING'SHOWN ON smmlu BY THE FOLLOONO FACTORS. 14 10.5 7 55 4.5 - - 11 &5 S:L f3 33 - REDUCED SPACING GRINNED I15DK•-FA--M_SPALL NOT BE LEM TWIN WFUUN SPACK2 NDiCATED FOR EKN ANCHOR TYPE. 13•-D•14 12 1- - - T♦ 113 73 D 5 - - - 12 9 8 145 4 - - FACTOR OS 8 - - - - 10 73 5 4 3 - - - 73 6.3 4 J - _ - TAPICON WITH ADVANCED ACI1111 BLUE TM W/CM 25 OS - - - - - - 12 9 8 IS 4 - - - 03 7 S 1 _ _ _ -=._ EDGE TAPCON THREADIFORM TDCfAOi.OGY ALL.POINT SOLID SET TAPPER+ B 6 - - - - - - 13 93 a3 5 - - - - OS]3 5 4 - - - - V 0 OICTANCE SPAC89G l4 12 - _ - - - - II 103 7 SS - - - 1t eS 5.5 u - - _ - ED. MR SPACING.3' UDL SPM?RG-3' ITN.SPACING.3 1/2' UJt SPACING=J' 3 1/4' 4' 1D 73 - - - - - - s 743 u - - - - i s ss J - - - - 1 HV BEAD W mN RETE& Fgpp mL�E a7urLE gODL POURED 1 a POURIDD CONCRETE&PDM 03XX E C=ZUE 30CX u e - - - - - - fI a Ss 43 - - - - 9 L5 43 - - - - - v W ,XRM BLOM UN Fa-1 I/t uN.ED•z art CONCIft H 3eeaCc COHORM BUK 3 CIG La,L eD,3 1/1 Fs-z to lz 9 a - - _ _ e 43 - - - - - BLADE WORKING 3' 1.0 a" 1.0 078 1.0 0.64 1.0 ts'-0' s - _ _ - _ - _ e3 63 - - - - - 65 e 3 - - - - - 2 t/z' - oBf Lo - .._._..... - aB7 1.0 to - - 03 a s - - es e 4 - _ _ _ _ IN UNISON♦ 2- alt est 73 e3 53 - - - - - 9 63 /3 - - - 16•-0• - - - IS 03 6 - 1 3/4' - 0.91 - -• - 0.43 0 a -T- a s - - - - 6 a 1♦ - - - - - RORIDA BUI DIC CODE(Hon High Velocity HUffiCOne Zone p.TiLL//'''�,, 2015 EASTERN KETAL SUPPLY,INC. ' BERTHA HVT,A 'pENSe ' F. &iS'`.SI.A. Accordion Shutter System -TLE c o CNC. KV EtAD6.01 W/OR W/o aiv.viMw RAX �` UT ESTIAmerlcon Shutter Systems EV. OESCPSRN, UTE oPAUN ar NL TIUTNG &ENGINEERING COMPANY STATE OF :At ` G k1 N.r.s0+w s,.JOS.Yt9prA AFDDN$nOAru 3,1 Association, Inc. I OLD 11-1e2 a/13/ts moc s/t3/ts FR1on4:(305)671-1530_Fa,:(JOS)Si 1-13]I 4268 Wes(roads Drive 2 D,4F., OR ,• \� 1--:t 1r'"cc000w- West Palm Beach, FL 33407 s DRAv1tN0 No ''•,,,,SsioNM- ,,A,``' MVLTIT A IIXLH'1r.P.E. 4 15- D85 P.E. SNEEALmLIM'TURE/DATE RLDR°A°c'r 44167 6 SIT OP 20