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HomeMy WebLinkAboutProduct Approval Florida B Lnff ttffiqy Page 1 of 2 =ru 11=4M, v + »s 1 11=4M, r-s At3'ssz rim MITI—5111`0Em� '10fida D-partmentt:/ SCIS Home i Log In j User Registration ? Hot Torics Submit Surcharge Stats&Facts Publications FDC Staff i 8CIS Site Map Links " Search Busines , _? Professional ' Product Approval Regulation P,twit�rt Atrnr—,l >NO&Cr fir AOOIit»Nan C.trrrh>Artrlir}tlnn I i•:t>Application Detail Fssw [����•,,� -�- r a? FL B FL389-R8 i 3 .r Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer American Shutter Systems Association,Inc, Address/Phone/Email 4268 Westroads Drive - West Palm Beach,FL 33407 (561)209-8263 breeley r0easternmetal.com Authorized Signature Bill Feeley lrodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative AddreSS/Phone/Emall Category Shutters Subcategory Accoroion Compliance Method Evaluation Report from a Florida Registered Architect or a Ucensed Florida Professional Engineer 'f Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Walter A..Tillit,Jr,P.E. Evaluation Report _ Florida Ucense FE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By John W.Knezevich,PE. �/' validation Checklist-Hardcopy Received Certificate of independence R31 rt3 CCI rly n"' Ila(iri�ftk,l,;if Referenced Standard and Year(of Standard) Standard ear 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://,Aww.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEV XQwtDgvYYI-II-12vJvx5... 7/16/201 Florida Building Code Online Page 2 of 2 Date Submitted 04/29/2015 Date Valltlated 04/29/2015 Date Pending FBC Approval 05/07/2015 Date Approved 06/22/2015 �Summary of Products Ft.#� 114cidel,Number or Name Description i 389.1 Bertha HV Accordion Shutter-Blade 3- Extruded aluminum interlocking blades retained by tracks(top and I (Non-HVHZ)-Dew IS-086 bottom)for storm protection Limps of Use Installation Instructions Approved for use in HVHZ:No FL48n RE 11 c.s.s.a.INC Gnv�c�, �: r1ifl Approved for use outsfde HVHZ:Yes Verified By:American Test Lab of South Florida Inc. I Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Large Missile Level'D".Max Span is 12'-7"for 35 psf positive 'F s-RS t.F A S.S.A.IN> P.„Rt. Int'!G-I Sa ii..+frit ASD load and 13'-0"for 35 p5f negative ASD load are HV3 blade w/o Created by Independent Third Party:Yes window biade,5'-2'for 110 psf ASD load for HV3 blade w/o window blade and 8'41'for 62 psf,9'-6"for 55 psf HV3 blade w/window blade working I In unlson.Max.span for HV3 blade w/o window blade for installations Into Metal Stud walls is 79"for max.ASD pressure rating of+72,-72 and 84" for+64,-64 psf.See sheet 5 for otherspans and ASD pressures. 8 .2 Bertha HV Accordion Shutter-Blade 1 Only- Extruded aluminum interlocking blades retained by tracks(top and Non-HVHZ)-Drwg 15.085 bottom)Por storm protection Limits of Use Installation Instructions --^--�i 1 Approved for use In HVHZ:NoFL"aS9 Rfl Ii A.S.S AA.INC. DR14G. - 1 Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes i Design Pressure:N/A Evaluation Reports Other:Large missile level'D".Max.Span Is 16'-0'for 30 p.s.f negative 1`1.3Aa R8 AE A.!;S.A.INS P E n DI'VJC ASD load depending an centermates and locking rod configuration for the Created by Independent Third Party:Yes j HV1.blade,8'-0'for+64,-72p.s.f.load for HV blade for Keystone 1 mountings 7'-0"for+75,75 p.s.L for metals stud mountings and 8'-0' for 110 p.s.f.for HVI and HV1A working In unison.See sheets 7,11 and 20 res eetivel of Installatton drawings for ether spans and pressures. 389.3 Bertha HV Accordion Shutter-COMBO- Extruded aluminum Interlocking blades retained by tracks(top and (Non-HVHZ)-Drwg 15.084 bottom)for storm protection Limps of Use Installation Instructions Approved for use in HVHZ:No Ft.3t2g R8 it A_S.S.A.INC. octwG.15-084.110r 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:N/A Evaluation Reports Others Large missile.Max.16'-0"span at 30 p.s.f ASD load for Blade 1 PI-389 its_n[- .}.g,S.A.INF. P.,F..n. ORw3.1S-11134poo and 18'-0'for Blade 2.See schedules on sheet 12,25 and 28 Created by Independent Third Party:Yes I�respectively Contact Us::1940 north Monroe Street,Tailahasstte Ft 32399 Phone:850.487.1874 The State of Florida Is an AA/EEO.employer.C0av04111200'l-2013 State of Florida-;:Privacy Statement::accussibility Statement;;8efunA&tatement Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic mail to this entity.Instead,contact the once by phone or by traditional mail.If you hove any questions,please contact 650.487.1395.'Pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Dep6rtment with an email address if they have one.The entails provided may be used for official communication with the licensee,However email addresses are public record.If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click ha-. Product Approval Accepts: -UT ®El securil ,a it http://www.floridabuilding.org/pr/pr app__dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx5... 7/16/201.5 GENERAL MOTES: I.BERTHA N.V.ACC,BrN SHUTTER SYSTEM SHOWN ON THISPRODULT EVALUATION DOQAFNT(P.E.D.)WAS BEEN DhfORED FOR CONI U ANCE 01 ACCORD*Kf MIH THE 2014(Sth EDITION)OF THE FL DA BUILDING LT10E THS ACCORDION SHUTTER SYSTEM SHALL L.NOT BE INSTMUED AT HATH VELOCITY HURRICANE ZONES. DESIGN WOO LOADS SIAL BE OETERUIN D AS PER g^TwNN 1520 OF THE ABOVE MENTIONED COOS FOR A BASIC WIND SPEED REOURED BY THE JURISO!LTCN WHERE SHUTTER WILL TABLE OF CONTENTS BE INSTALLED WITH A DTRECWOLIIY FACTOR Kd-D95,USING AT,£7-10 AND SHALL NOT 0XM THE UAXIUM(AS.0.)'DESIGN FARE RATINGS OaCATED ON SHEETS 11 THRUI 15,10&20. IN ORDER TO VERIFY THE ABOVE CONDITION.ULTIMATE DESIGN WIND LOADS IDE11RMOED PER ASCE 7-10 SHALL BE FIST REDUCED To AS.D.OESIGN MND LOADS AREA,1: HV BLADE$aAE 8 BY L ULTPLYNG TH IM BY 0.6 IN ORDERTO COMPARE THESE W/MAX.(AS.D)DESIGN PRESSURE PATHOS IND4ATED ON SHEETS 11 THRU 15, 19&20. GENERAL NOTES SHEET 1 IN ORDER TO VUCFY THAT COMPONENTS AND ANCHORS ON THIS RED..AS TESTED.WIRE NOT OVER STRESSED.A 33 R MCREASE O/LLO'WASIE STRESS FOR MND LOADS WAS BMUSED IN THEN SYSTEM CAMPONEMr 1-20 SHEET 2 A ILWS.HOWEVER,A WIND DURATION FACTOR C0-1.60 WAS USED FOR VEDF1GTKkT OF FASTENERS 14 WOOD, SYSTEM COMPONENTS 21-37 SHEET 3 BERW N.V.ACCORDION SHUTTER STSIGFS ADEQUACY FOR W0ID AND LARGE MISSILE IMPACT LOAD WAS BEEN VERIFIED IN ACCCRDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED 000E AS PER ATL REPORTS: TYPim SHUTTER ASSEMBLY 36-44 SHEET 4 TYPICAL WINDOW GLADE&WINDOW DETAIL -HV MADE dD /0214.91-03.{0715.01-03.01004.0t-05.#1214.01-05.00317.012-06.#OW9.01-10 MD 10210.01-11 AS PER 7AS-201•TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1865 AREA ?- HV 8�AF7�{T�ANT) HV 11VIRn0Yi(BI ADE;(Q AND E-1996 STANOAROS(MISSILE LEVEL D WND ZONES 1.2&3)&01220.01-10 AS PER TAS 201.203&203 PROTOCOLS LARGE MISSILE (WHERE APPLICABL -EN WJMIOW BLADE 6 00505.01-08 AS PER ASTM E-1866 AND E-1996(MISSILE LEVET.0,WIND ZONES 1.2.3)BASIC PROTECTION ONLY AND#0725.01--68 AS PER TAS 202 PROTOCOL TmcAL SHUTTER ELEVATION&NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F.CONCRETE/BLOCK SHEET 6 2.W BLADE(DAND HTV WINDOW MADE 0 AVE ENSINEEREO TO WORK IN UNISON MIN EACH OTHER UNDER THE GENENI UULTATDNS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-µCDNCRETE/BLOCK SHEET 7 3.BERTHA HV.ACCORDION PNS(NV SCREWS).USED AT(AADUS KNUCKLE AD FOR DIRECT MOUNT CONNNSMM TO TRACKS SHALL BE 014K275-AND 014x1.75"RSPEMMY,410-HT U NW M SERIES CENT ERMATE DUALS FIV SHEET 8 STAINLESS STEEL SCREWS WITH 13.1.0 Id YIELD STRENGTH AND 180 Imi TALE STRENGTH.PINS SHALL BE CARTED WITH BERTHA W GACROSHIELD CDATNG SYSTEM AS WVNUFACNURED BY APPROVED CNTERNgTE ALTERNATING D_TALS W SHEET 9 COATWG APPUCAWRS.REGISTERED WITH J1 OWAN SHUTTER SYSTEMS ASSDMVON.PINS MUST BEAN THE W NARKUNG ON THEIR HEAD, 4.AL ALUULNUM E05RU61ONiS 901L BE AUUNUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SH£EIS 2 AND 3.MINIMUM YMD STRENGTH FOR 6063-TS g10Y IS 300 Loi AND 35.7 Nei FOR END CONNECTION DETAILS 1-6,CONGREEE/BLOCK SHEET ID 60CS-15 ALLAY. LUCCUUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE-CONCRETE X BLDCK SI-M 12 5,ALL SCREWS TO BE W1 FLOSS STEEL 3NCO 316 CTI SERIES 2411 OR CORROSION RESISTANT COATED CARBON STEEL.AS PER DIN 50018 WITH 50 Lai 40N.YIELD STRENGTH AND 90 foci MIN,iRHSTIE SIRENGM. ANCHOR SCHEDULE-CONCRETE h BLOCK SHEET 13 AND SWLL COMPLY W/F10Fd:TA BUILDING CODE SECTION 2411.3J.4. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 14 6.BOLTS TO BE ASM A-307 GALVANIZED STEEL OR AM 304 OR 316 SER! STADILESS STEEL WON SS U LON'll"YIELD STRENGTH. ANCHOR SCHEDULE-WOOD SHEET 15 7.SEE THE R LoNBNC SHEETS FOR ANCHOR SPE6TTcAnons,IHV swe Q: 12.13.14.15 AND 20 INSTALLATION DETAILS Ll-R,WDM SHEET 16 HW BLADE D&d WORKING IN UNISON:12.13&IS INSTALLATION MARS S-X,WOOD SKEET 17 8.THIS BERTHA H- ACCORDION SHUTTER SYSTEM IREAR-.A U.S.PATENT 06.779,582 COMPONENTS OF THIS APPROVAL ARE COVERED.N WHOM OR IN PART BY U.S.PATENT 05.456.179 ISSUED TO EAsYERN END CONNECTION GETARS 7-12&X;WOOD SHEET 18 METAL SUPPLY.SING 9.R SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO NWRE PROPER ANCHORAGE.CONTRACTCR To SEAL/CAULK AREA 3: HV WINDOW BLADE 0 ONLY ALL SWJTTER COMPOtMC EDGES MUCH REMAIN,TORI FASr0,RNG IN MIMNUOUS CONTWr WITH THE BUtIDING TO PREA4NT WIND/PAN ODRUSION. TYPICAL SHUTTER ELEVATION SHEET 19 10.EACH URTT MUST BEAR PERMANENT BABE.EN WA A VISIBLE PLACE WITH WARNING NOTE;- NG PERIODS OF HURRICANE WARNINGS HOME OWNER,TENANT,OR OTHERS.MUST PROPERLY CLOSE ALL W AND HD AREA 4• HV WINDOW BLADE n ONLY CENTEEaN1E5 AND ENGAGE OR LOCK ALL W AND NO LACKS. 11.SHUTTER MANUFACTURER'S IATA SHALL BE LOCATED CN A READILY VISIBLE LOGTON AT ACC.ORMN SHUTTER IN ACCORDANCE MAIN SECIIDN 1710.8.3 OF FLORDM BUILDING COOS ONE LABEL SFNLL BE INSTALLATION MAILS.META STUD WAILS SHEET 20 PLACED FCR EVERY OPENING.LABEL.NO 70 COMPLY WON.SECTIONN 1710.8.2 OF THE FLORIDA BUILDING CODE 12 BERTHAN.V.ACCORDION SHUTTER SYSTEMS gWAL LOON SINAL COMPLY WITH SPECS INOIUTED IN TIOS DRAWING PLUS ANY BUNy M AND ZONING REGIAXIIONS PROVIDER By THE JOB3SDIGTON V, :RE PERMR S AR•L1ED TO. I3.(a)THIS P.E.D.PREPARED BY THIS ENGINEER IS OLNERIC AND DOES NOT PROVIDE INFORMATION FOR A SUE SPEGGC PROJECT;La.MHERE THE SIDE cOHomis DEVNTE FROM THE P.Eo. (b)CONTRACTOR TO Lc RESPONSIBLE FOR THE SELECTION,PURCHASE AND NSTALARON INCLUDING LIFE SAIEN OF THS PRODUCT.BASED ON THIS P.E.D.,PROVIDED HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOOLRCE Nr.CONSTRIUCTION SUETY AT SHE IS THE CONTRACTOR'S REwmsett IK. , OBTAIN PERMITS IN THE STATE OF FLORIDA (c)THIS PX D.WILL BE CONSIDERED OTMI)T ALTERED IIT ANY MEAN'S. FOR THE PROJECT AND WHO WILL BE Rd)ESPOINSBLE FOR THE iG 'ROPER USE OF THE PROJECTS SHALL BE PEOENGINEER OF A FLORIDA REGISTERED AS DELEGATED ENGINEER TO T OR ARCHITECT WHICH WILL BECOME F.D.ENGINEER SHALL SUBMIT T(O T105 LATTER THE SITE SPECIFIC DRAri91'S FOR REVIEW. (c)OR.GIWLL P.E1D.SHALL BEAR THE DATE AND ORI NAL SEAL AND SIGNATURE OF THE PROFESSIONAL E111ANE_ER OF RECORD THAT PREPARED R. m FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone ER A.TIr'A'�.� /� 0 2015 EASTERN METAL SUPPLY.INC. `,..�P.•VicFi �,,_, /y S S BERTHA IVT Accordion Shutter System 1 L E C® �N ■ FiY.9-ADE W/OR W/0 NV.H(NDOV RADE v Tf• TI � American Shufter Systems WT TESTING k ENGINEERING COMPANY •N DLsa+ImoN GATE CRAAN DD Ms- �,p�. 6.1:A'N.N.y.3.t a.$.0 315.vir RA GY.7D5.I'Lopm 331 Association. inc. i OED 71-192 4/13/I5 DUO 4/13/15 PAwe:(30})871-1530.Fox:(305)871-1531 4268 WestroDds Drive 2 '�i SAS'''• ��' °-"'`1 rwa P West Polm 86ach, FL 33407 3 DRAWING No �NAL•VA qA``� KILTERE9AOrnLUT 11 PZ 4 15=085 P.E. SEATJ BOURE/DATE F7DROA I c p.4167 -1 SH 1�OF 20 f .y -3Y NW wom 11ALC� . VAR14S 1.916• 1,481' tL-��L—" S .. a [ ..999• SOLID BLADES5 HV 9D'/180' STARtER COVERED UNDER U5 PATENT� 5458179 THY UNIVERSAL FLOATER '' QUALIFIED FOR USE W/ HV BLADE 1Q @w DIRECT HV SLADE 1 1!A HV WINDOW BLADES SCOS-75 ALLOY AND TEMPER QUALIFIED FOR USE W FTV 6063-76 ALLAY AND TEMPER 'SEE LIMITATIONS OF USE OF BLADEON SHEET 19 BLADE QI ® + 6063-T6 ALLOY AND TEMPER 6063-16 ALLOY AND TEMPER _.. .085- 78- 2.870 'a 2 tj�� ` 3.226- TRACK . .. ,a7s i ADJ. 20 MY BIADE� OUALIMED FOR USE W/ HV )HY TRENCH TRACK t v 6063-T6 ALLOY AND TEMPER 6t7,,1,Eti1 QUALIFIED FOR USE W/'}IV tN COGS-76'ALLOY A D .PER BLADE ONLY, 1 HV RAINGUARD BLADE(1� GO63-T6 ALLAY AND TEMPER FO 6063-T6 ALLOY AF0 TEMPER - VN';,S t.938' BCADE 1 f• YN6� 1,gy6• 6063-T6 ALLOY D TEMPER �+- y: may. ,O6J' 093' •{ • - �• 67 '.093' t 09}_•. _ .060• -.— �. m « n C 670: 1.686' 670 - '�• m n 11 41E1E1;1i11k1DR11ALTP ILIDEHV HEADER/SILL HD CEWNG HEsDER/SIL O NLY, QUALIFIED FOR USEW/ HV MADIT 1 ONLY 6063-Ts ALLOY ANO TEMPS QUfAJFlED FOR USE W/HV BLADE 1D (9 HD WALL HEADER/SIL SEF. SECTIONS FOR VALIDITY. QUALIFIED FOR USE W/ HV 6663-T6 ANDY AND TEMPER 6063-T6 ALLOY AND TEMPER flLADE o ONLY. + 6053-TG ALLOY ANT) TEMPER COMPONENT A B 71 72 x Y t Y,OL t 1- t• .062' .... Y 1 2- ;0.125• T/6 ' Y I 3• �O.C9O• �" 2• 5-MAY.I 0.192- 0.192• 1�6 SIDE ANGLES I� CORNER POSTS by ALUMINUM ANGLES +9J zs• T MAx.,oasa• o.+eD- BLADEO I BLADE 1 6063-T6 ALLDY AND TEMPER BLADE I ONLY. C� 2' S•M57I.�0.179- 0,1}i• 6063-i6 ALLOY A 0 TEMPER 6063-IS ALLDY AND TEMPER' '�` 1 110RiDA BUIl01pJG CODE(Hon High Velocity Hurricone Zone `TINT rT ,,rlc ®2015 EASTERN METAL SUPPLY.INC.BERTHA VTM ENSF s Accordion Shutter System y = /7T71L E C O I■C. ■ ■ ■ ■ N.V.RADE&1 W/OR W/O H.V.NINA/RADE k= American Shutter Systems xv.NJ Dmamm cua Druxx er: R TILLIT TESTING k ENGINEERING COMPANY i�S Association, Inc. , an 1I-:s2 4t+3l15 oAE a/17its SCATS OF ,t f om x.ism.s,;s,.=,v m wnm.acro,33i --�- terms K—:(305}671-1530.F.:(305)871-1331 4269 Westroads Drive 2 ORKNING No Ot •..LORIO \a���`� •�^v° 4" 4asa^ West Palm 3eech• FL 33407 s w aoo67 9 ,' �SSIONA��,0 WALIFR A TaIr J,.P.6 SHEET 085 P.E. S�('!tE 7641;kORE/OATS 1` uTm 6 2 OF 20 1460• y 4.576• VX -QS C=.745'•-..•.•. 44*5 I�.334' wSM3.. BA+.lD PAR.TiD TOSA00J CAS 3' f ' T I u m'a 11:{ISQ ENAUL �•- � WEDcenoxm•062• .m'i o n r 4NC0. g1 z 1 .',, .316 LORI=C"M . CTLL•gTt 4 -,-- o•" i' 1 e Kill(0904 (C�E PIATIM) 21 HV CENTERMATE `• `' - +.37a = ® HV EGRESS LOCK QUALIFED `R'j"T1P"SCJ'D 1 &@ONLY HV FLOATING CFOR USE W FN�Bl"E & I ONLY QUAUFlED FOR USz W/HV OVALIFlED FOR USE W/ W 6063-TB ALLOY ANO 7E4?CR ' / B1ADE 7 & ONLY. RUDE DIB & ONLY. 6063-T6 ALLOY AND TEMPER O O FIFD FOR USE W/HV BLADE(l)ONLY aD• .Ig- .674• 6003-T6 ALLOT AND TEMPER PUISItC HV.O SCREW 7.0W •1.757• AFTER RPIETiNC .00 n1/4-9-20 8 - BEFORE FMVING - y 1/4 Q-20 xV3/4"S.S. THUMBSCREW 1/4'0-20 RIVNUTs n *5066 TSER FFAAr f (2O.AS I JWF) Wv,E..,E FIANCE 71¢N _F •y s6xr nvcxs,.PAGY j osza As uvvax:vam 6r Av1xi P1AY 'T FRONT FIEVATK7R -'� 1 4„Sf6' CNDW TVIT N.PA-MPPENr.WV dDL4Y O:GN OR EMNL a ” HV MALE "T" LOCK CENTERMATE " o -- HV aT" LOCK ® HV ALTERNATIVE LOCK LOCKER FOR T LOCK CENTERMATE QUALIFIED FOR USE w/FiV BLADE ONLY HV FEMALE T LOCK CENTERMATE OUALIFlEO FOR USE QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/W BLAD-c 1UONLY 60fi3-T6 t.LLOY NO TEMPER QUALIFIED FOR USE W/HV BLADE 1 ONLY W/HV 13LADEOI ONLY. BI AO_�1 ONLY. 6063-76 ALLOY AND TEMPER 6063-16 ALLOY AND TEMPER- 1.`a�.l�� J.161 w m n;uu6 um 063• . E1vNCM OR .214• XC-3 _.062' ... .. .�+W' KEY CriR'OER .214• .v4.`i °r nj /Z ' +.125uex 75 HD TE O 0 HD CENTERMATE W/ m.. QUALIFIED FOP. USE W/RES. HV BLADE 1 & QUALIFIED FOR USE w/ HV pLADE 7 & t(-A), 1 AS4. 6063-76 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER ' $ VAIr Nal. OUA11F1ED FOR USE W/ HV BLADE 1 & ' ' �•` 'AaiAi azo sPavE��.cs�02�,4-14 1,130• 6063-16 ALLY' AAND TEMPER �nRfyBR7(Cv OR K£Y ...,.•._..=�� _ tt5 � CY P, LOCKING ROD /4.0 4LOCKas u4. QUAUFIED rOR USE w/14V BLADE( P L ms° �� i6 !-N 3/8"d-16 ACETAL P' HV 1 f 4" 0-20 AISI 304 6,REGENT H4RED F MORTISE LOCKS SBLAD 2333 NOOK DOLT LOCIL �QS� 6063-T6 ALLOY AND TEMPER U SERIES S.S. THUMBSCREWS DLLAt.ul£D FOR USE W/tiY BLADE 7�&t�A Q DRILL D A7AnTROANCKS FOR REQUIRE E7!/ABEC,.yNr£ QUALIFIED t u BLAOE(71, QUA IED FOR USE W/ HV BLADE1Q FLORIDA BUILDING CDDE(aon High Velocity hurricane ?one �xv,� 0 2015 EASTON METAL SUPPLY,INC. J� :.... .9 BERTHA HVTM Q;•��GENS... 1 E C O THS. A■S■S■A. Accordion Shutter System --- - = H.Y.BIADE#1 W/DR W/0 KV.WNIM RADE TIWT TESTING R ENGtNE£RING CDA(PANY American Shutter Systems a,,P'.I Dcs=., DATE4RmN err. M.L Association. Inc. 1 OLD 11-192 y13/1s rAlc 4/13/15w•O'', Q. ``.a ti..� G356 K.M.30.•h.R.hr.J6A T'PiLVA GfODLS,iUtA2W 331 '�•.—EC-On(�.-�� Pn�.,:(xsasn-1sw.Fa.1(ws)s71-1aa: 5268 Westroods Drive a OR"r7NG NO 4, .......... a-��CZ`�` d* to 8 i4.— West Palm Beoch, FL 334D7 3 15-085 '"Aa„oDuaaa «ALTER A TUN P.E. , t FLCRVA Uc.i W67 5 SHF ET P.E. SEAL/SIGNATURE/DATE 6 3 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR ClivTZ] HV (1, HV Q I '18�c Iz•WM ks vICE p UT HV BLADE 1 TO BLADE P .7815' -.�1� µ .. J_..7-- ;8�• HV BLADE to �I I NJ B1hom BLADE .a -, iFnr Y k osas .os2� HV LONG RECESSED NYLON BUSHING ; 3 I I KNUCKLEBLADn '°0°Qs' .cep^X876• Y �+ �I (trP) 4.oca HV SHORT RECESSED NYLON BUSHING _ v \ j I IN NYLON HAT WASHER ©OR® �yLL nAt FORitaN Pt.f/� 3�SD• a 4 FIV WHEEL CARRIAGE NSI 302-303 SERIES I I Ot.t I ! /nlYSo' X 4.8707x3/16'THICK NYLON WHEEL 3 I ® n w7 2 7/4-Ux H✓WNaaw 0.188'9 ASI 3D2.SERIES S.S. RIVETS * 3t,a Q�i .0s- ` SBL *S.Y500' MADE ® HV 1 3/4'ACCORDION PIN W/ 68 HEAD EXTERIOR m s 3/s- HIV 2 3/4"ACCORDION PIN W/§$HEAD 'K I I BLU a7LTuves / 7 2 1 a F76 a POLYCARBONATE IMPACT RESISTANT HV WINDOW i j a1 CLEM TYPICAL Hy WINDOW BLADE AND '' ......I POLYCARBONATE BY WINDOW DETAIL I i ® jl OOR® a or 3 T.S. NOTE FOR R210r.IREMENTS) ? ©OR ® 1 $c POLYCM15QNIMPACT RFSISTANT tiv-ylypoy A. I - BAYER MAKROLON 3103 POLYCAiT80NATE PIN 5EQUIREMENTS AT EXTERIOR BLADE KNUCKLE FOR* I RESINS, UV-STABILIZED GRADE OR SABIC n7 x 'To lfl�.vpE [E INNOVATIVE PLASTIC LEXAN 103 RESIN HMO)Hy3r ftill OOR v.7' I ; I-j�, 7 (SEE tdOTE 'F'ON SHEET 19). � a I U� (1) HV PIN D SHALL ALWAYS BE USED AT ALL EXTERIOR ® �ff ; BOTTOM KNUCKLES OF HV ACCORDION SYSTEM WJ HV 10 OR 1 1 � -��"�7 j I POLYCARBONATE SOURCES FOR ' HV© EXTERIOR BLADE. TYPICAL SHUTTER ASSEMBLY :t• „,�,i vrsa7les � _ �..-�, N.T.S. �HY%N 2 OR<. AT Rppmtt ,�/®c (2) HV PIN 4Y MAY BE USED IN UEU OF®AND ONLY AT E7(Q., EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HVQ �4, BldaE'SKNUCKLE.(SEE NOTE•F03BLADE WHEN CORRESPONDING TO INSTALLATION "11 SHEET 7. 3 REQUIREMENTS); MD ASN nli6 ly{OO pai 1],M9 PL (3) HV PIN OR ®LYJ iJ2' O.D. 1/16" THICK S.S. WASHER 5 j nnfxxm u amn ARY ono swamSHALL BE USED FOR DIRECT MOUNT INSTAL-LATION PER DETNL X, SHEET f Icon Asv cm I rr-f n n of WHEEL CARRIAGE DETAIL s 0F4' AVU <'=x °" RY wz s, EMBLY LAYOUT xm w o7woo J M orss o-t a, c-1 was N.1.�— Spf k?SfRI ASN DIM INO T Deo r >uec� Asn ctss t7Nuc'sTPOxc;ll� cls M HV BLADE SOLID_ _ "'A,.(A HV WINDOW BLADE DETAILS mm : " °^'` F10R10A BUILDING CODE(Non High Velocity Hurricane Zone ,.�2-ER A.Tj�li,' L9 2415 FASTTaN uLtN svP72r,INC. - --�--�O , - BERTHA HVTM !IL EI C . Q.S.S.A� Accordion Shutter System KV BLADE g1 w/OR W/D KV.WWW BLADE /l` = American Shutter Systems oVAM nCR RATE DRON er L. M. TILUT TESTING & ENGINEERING COMPANY Inc.� 1 ;t-t92 < a p: "s+I OF *� Sass Nn.3f-s:,tm WS.srosw crxxxs.nmstil mlc Association, CDD !73!15 tvti: 15 /t3/ 'Q - P ,:(3osysal-ts3o.ra :(X3)zltl-1531 4268 Westroads Drive z FJ+'•-ORIDN ;`` _I.I.sV<A;=— West Palm Beach, FL 33407 3 DWUYING No o,.AL Ey�� .� wgTE°' W 'u.PZ 15-085 P.E. �1�+IL1t741�URE/DATE ��� �id167 a SH 4 OF 20 NOTES ON HV LACKS AND CENTERMATES: A D C 0 �•"k's 4 H 5 T M •ONE HV LOCK®aY®SHA31 BE USED AT 9/2 OF Sti1fTTEFR WAN FOR ANY SPAN OR 12'ABOVE OR BF,l�WY2 OF SHUTTER SPAN F03 SPANS UP TD 105;AND FDR=INSTAl1�1TON$ ANY f LEVAT10N.FN LOCK 1 w MAY BE USED AS AN INSIDE OR OUISDE LOCH,ATTACHED TO�V OR 1 CFMERIMTES W/(2) 1/4b-2A x i/2'LONG FIAT READ S.S.M.S.LOCATION OF IK SHUL BE AS INDMAIEO ON OnOa T(PKCAI.SHUTTER ATION. ®� 2. U'DESIRED, TOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES,UP TO TWO NV LOCKS Q ,�' OR Y BE USED AS AN INSIDE OR OUTSIDE LOCK CONNECTION OF LOCKS TO CEMERMATES OR SHALL BE AS INDICATED ON NOTE(1)ABOVE �v1•• LOCA'hON OF LOCKS SHALL BE AS moicATED ON TYPICAL SHuTTFSt amnom 3.�TF}{)NAf.�IXnON I MUD ONLY MhtFN 11ANh4TORY CONIXTKM#1 OR L MMM MANDA'7ORY IbN01T1ON v II 'r,�, r2 IS USED WAVO H.V.I0=);LOCKING RODS�$ARE NOT REQUIRED AT�.(IURRiCANE POSITION,BUT MAY 4 5 6 30._Jw ny* � BE USED IF DESIRED TO ENHANCE SHU TER PERPo E LOCKING RODS Ig OR AN ALTERNATIVE.1 MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). <.MN81AlOfN CON0ITKON 82.ONE F{V LOCK,,ccam� kIY SHALL BE USED AT CORNER=MA FOR AW SPAN ANO[NSDUlATIDNS AT ANY EllVVATKJN.HV LOCK or StVU1 8E USED AS A4 OUTSOE OR WSOE TACK, ATTACHED TO 0 CORNER CENTERMATE W/(2) 1/4 0-20 x 1/2'LONG FUT HEAD S5.NS.TWO LOCKING RODS 4 3 AT TOP 4:BOTTOM SHALL BE USED.LOCATION OF LOCK Stall F E AS INDICATED ON TYPICAL SHUTTER ELEVATION• ``JJ�III N� KWwiA sHtYTER WAN SHALL BE DETERMINED AS PER SCHETOuLES SNOY/N OH SHEET 12. �S tv 33 ALTERNATE HV LOCK MAY DE 'I;T UEU OF WLOCK or FOR ANY SPAN AND Yi INSUQI:.11Oh5 A7 ANT'ELEVATION.At NATE Q3 LOCK L MAY DE USED AS W7 SIDE OR OUTS!DE LOCK.ATTACHMENT mr I OF 1/4'0-20x3/4'S.S.THUMBSCREW TO @ ORCENTERMATES SILALL BE MADE W/t/4-0-20.3/4-ALUM. l 411 411P E$ b�� RNNUT AS SHOWN ON SECTION HIE,SHEET S.ON LOCK SHW.L B£USED AT 1/R OF SI(UTTER SPAN OR TWO PIF. C x LOCKS AT 1/3 OF SHUTTER SPAN. V j� ® 8.MANnAmRr CONOH1oN ix FOR KEI9TONc sm &MMIN K n ONE HV LOCK 0 or w®SWL'.L BE ( { I USED AT 1/2 OF SHUI7ER SPAN FOR ANY SPAN OR 12'ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP } 11 I .D 96.AND FOR INSTALLATIONS AT ANY ETEVATION. NV LOCK @ or g w�§MAY BE USED AS AN INSIDE OR OUTSIDE LOCK ATUCHED TO @-or(' SYMMETRICAL CE14TERMAIM'H/(2)1/4'-20 It 1/2'LONG(UT HEAD SS SEE END - MS LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION.USE OF LOCKING RODS 0 W/0 Co A'(SCTIONI ON a r [� N I N x * 0 x Y a x OR @ TOP AND BOTTOM IS COMPLETELY MANDATORY. sHEETS to& IS HEIGH% FLU " *'NOTES ON HV "T" LOCKS AND CENTERMATES: OF CORNER 3b AM Q12MMLEMALAWL x°"''------- CENTERMATE 1' ONE ALTERNATE INV?"LOCK(t8 MAY BE 1 ALIID IN UEU OF H+LOCKS15 OR 9 FOR ANY SPAN AND a • 7Ucc®"'IQ 3 m 1 STA,iAT10 AT ANY ELEYATIYI.AL1EF?1L4TE LOr(HS�j9 y,{�Y BE USED AS MI W510E OR C�SIDE LOCK ATfACN1IUNT A� OF LOCK a INCLUDES USING REINFORCING LOCKER�9,AS 9tGWN ON SECRON HyG,SHEET S.WHICH MUST BE AHD W 1 4'0-20. 1 1/2'LONG&S.THREADED BOLT W 7 6'o x 3 (� �� •`C.�w • w CONNECTED W/1/410-20.1 ss.MS.IINTO/A i 4 ox 5 / l ! ' V'lJ' aAQ•�'1(�°A MAXIMUM ABOVE AND BELOW NIDSPAN.USE OF TWO•L000 C RODS 4TOP IA�N`D BOTO IS MMA`DATOW.T MIDSPAN 0.4 12' e1. 9}• a�'�°CIS9 *NATES QN HD OC1CS�& �CFNTF TEs: 1.N�D ,O.,f,Y,� W/HD CENiF]2LLATE5+� OR 63 W/ ONE ALTERNATE NO LOCK©MAYBE USED M LIEU OF PICAL n HV BLADE SHUTTER ELEVATION H'LOCKS,e9. TOR ANY SPAN AND INSTALLATIONS AT ANY DLVATION.ALTERNATE HD LOCK @ MAY BE USED N.N.S. AS AN INSIDE OR OUI LOCK M ATTACHVEOF HO LOCK 0 TO @ 5 F.H.W/3 f8 x 3/B' S.S.M.S.,AND INCLUDES REINFORCEMENT INSERT AS SHOWN ON SECTIONS HDB-M AND HOC-HVC,SHEET 10.LOCK MAY BE DNS AL-6 AT WDSPAN OR 12'MAXIMUM BELOW OR ABOVE IADSPAN.USE OF LACK`NG RODS @ IS COMPLETELY OFRIXNAl_ l CODE oni h elocity Hurricane ne Pi A:.r/�(i�!', RV 2015 EASMIN UE'TAL SUPPLY.INC. �Q' __ BERTHA HVTM IL EC d AN �.S.�,Q, Accordion Shutter System ttv BLADE¢1 W/OR W/O TLV.LNNDW HALE TICCIT TESTING&ENGINEERING COMPANY Amerlean Shutter Sysfems tcv.wDMCRI"m DATE DRA"&I.. uL fl: S TATE OF Q c,c.tEa se 5Y =.`4 a 1'A cvxaa,n�aA STT Association. Ino. , oLD 1 s-L s2 4/13/:5 D4 c 4/t3/15 PI—:Isas)eT1-15TO.Fc.:(3ns)aY1-1ss1 »2&8 WostroOGs Drive z DRAUING No �c '�C� •- a-C ooccL� West Palm Beach, 11 33407 3 15-085 -x"N', /ONALE ``'��`` "n yl�ilci s P.E. SfA�/� URk1URE/DATE 6 SHEET OF 20 POURED _ COM1CREIE NtC3i0R5 i:� 41* CRTC rE1E (SEE SCHEDULE ON SHEET Ul m ams taz 1 OR l MSS:G ; S ;_I.=COULE t REOUIR-D _ EDCE Cr --'�iFt sm�t0 SLAB e a saT 10 . ,l A E< m.� 9 GLASS—, orYr 1n AL7Ef•NAT ,; ;; ;; V ' LOCATION<n , r E�ns%c a /100/4'HEX WASHER HEAD ri , 10t SCREWSto 1Y o.c.CONCRETEANCIHO is— (SE.E SG4HEDULE ON SHEET 13) EDGE or I --' 1 'j1 SU9 tF ClA4—^ S18 B X1/2APPUCJL1lE malas EN�CAMX POURED ----E.D. TUT tff�D CON�'TE ANC14ORS SrMLEasce cam (SEE SCHawLE aN SHEET 14) —i D 1m rum m ..............._1r19aT1v1S OR ��cot�NaTETE REOw�o FUT SCC[ taNCRETE ANCHORS..w'pSNEEau:Rm D. e a (SEE scFiEDutE°"SHEET r4) 11 .TRENCH INSTALLATION TI HV WALK—OVER INSTALLATION OESM PRESSURE RATING&FOR SPANS PER (� HV CEILING INSTALLATION Q' HV FLOOR INSTALLATIONPRESSURESCHEDULE®3.SHEET 11 SANCHORS (SEE ZE 1/40 .OR T"M./ oR n 11) 1 0___. SHEET 1 I m 1n 1 1 E765rLNG ADWAQM THREX M EI(RTING—; T •� '�. MM.CL=W 1/A:1Vi0S 1fy. �C—' GLISS --ice mmxi'w �I -__-01 nlAss� va Tea n ..I. ., 1 3/44' nfix a o 6' I u' "�fnz swlttac o. 111 ! aC FCR IP m Cd 9"AND if4 {17_ O.C.TM�fh5 tM+Cd1 nm 77_-/Vl RANT U'TO!P-0'YtiC IPFLT r' ' Owl)f AT F.147R!I$IDSR IrA6 �1' HE)c C_ y ��i (i W.7 DZI N61FMAX ® 1 ' 1RLW'i i tY3CC4.T.YAKVf-�"�. —_ _...._._� ►14.3/4' HEX,HEAD / 3 1 1�_.�__ o tY n.c. t a' 8 ,, i--I T?: %' 1'htOil 4'S5 NS RX SCREWS O 9'O.C. '�Yt. LL OR i/4'e-20 S.S.NIS. CCiNgrETE ANCHORS _-- _ 6 •O ] �t40f4'SA.S. I ;�i i 1/4• �:. • `—v�r1c 1 Hi0 m1:s M/NUr O 9.O.C. (�SCHEDULE ON O 9.O.C. 1 SHEET 14} I , / _17 a 18 t/2' -r 17 ® �j'. 2 oa'Di+w,r. •�°nw(00;WAT c E. l114.3/4'FR.S.DS. r•ter.tH6N. . rou�9 aaTE AP?ucle t O 9'O.C. RCoua n CONCRETE ANCHORS NOTE 73{b) D OR CONCRETE CONCR£E CK (SEE SL71E17UIE ON ON SHEET 7 HEET 13(b) _...._ _ OR IRED DLOCR SHEET 14) POUCON CONCRETE ON SHEET H •-<,-•. T .ARED OR CONCRETE BLOCK �DUiretn OM KEYSTONE MOUNTING INSTALLATION Lk) HV WALL FLOOR INSTALLATION © HV WALL WALK—OVER INSTALLATION N4NA Asa 17L"�:a04-n.1 P*cu3L£o 1\4.A1 gum SPAN a•-o' GUADIS �: 91F+DR courT�NAnoN of S£CHCPI,L: 1 RMrAsiovA9LE wtEhSHALL 'HEE1HM D.m EEMS Or ADJACENT TO AN aPERATA.E EXR 1 SEE W©TWNS Or U5:FOR H_SEE SHEET:FOR .SHUTTER (SEE SPT3n:AT1QNS liS ON O �1� ,3, OR ENTRAMME MADE A ON SHEET 16 ASSEUSLY (1)INSTALLATION DETAILS W1 � HV BLADE 14S CAN BNED Ila ANY wA To su`pOM INSTALLATION- FLORIDA BUILDING CGDE(Nlon Ni h Velocity Hurricane Zone t1r, ®2015 EASTERN UETAL SUPPLY,INC. P4 = BERTHA HVTM Accordion Shutter System Z— _ "Til L.!ECO a c. ■ ■ ■ ■ KY.�E gt w/OR W/o KV.MWN RADE = American Shuffer Sysfems DFSCWVI� DATE DkJ. BY, Ni. TILIJT TESi1FTG& ENGINEERING COMPANY o' TATE DF ::� ars N...3,.5..11..M5.v"M,A r•""am naa€A M1Associotfon, Inc. i eLD 1T-ssz 4/13115 WE, af13/ts —t P...:(375)871-1530.Fm:(305)671-1531 4266 Westroads Drive 2 DRAY)ING Na r •. E 4 v• \C�.` a tn.mo�d.m West Palm Beach, FL 33407 3 �`cS10NAL!NN 10' WALTER �71LLIX Jr,P.E. 4 15-085 P.E`/�;M'7 MX1GE/DATE F LL.,0 44167 65 S""T OF 20 SEE END WALL 00 DETAILS ON SHE 10&Is s¢Nmts,ON tocrn,G IM ,,n sous 1 `f I N STA LLAT I O N S W,/ 1 H V '�ALTIRNATE,N LOG:0 ON SMELT S. OUT 90 IN , l-IXISiING GDISS If✓/ BLADE W HV CENTERMATES **MAX M T"� o 10+���•��•�w OR EwsnNC CLASS DETAILS ON WA L SHEETS TION ©. —^------------ -------------- —1T 2'42-.,/L'a0'-2 1 I ®•®a©9•®"�•�$ 3 1/4' 7• _ _ G 1/2• 7- T (WSJ-Ta tllm)q,9L. OPPOSING _ ANGLE ,/4Y TMCAN ' ,/2- a�?•® ! SYMMETRYC�, a To cwm,--IE I CENTERMATES I CET R ATES (T�/aoTO n E /ios3/4•sNs.0 12• d,N.sEvaaSS (9/115:,/z•S.TIS.ro ru¢E O.C.rvu. W/ NV LOCK o or Wf HON y LOCK, or Io CLASS AT EACH ATA'tE(W) I - (SEE SCNEDLILE M5IN ON SHEET 1T) * — 1 1 - XK 7. ®a��©.�,,,®a10•�� `� O HVB OUT ®" Io•Q�©• °®•®� HVA ©�®�©•�v®�,o,Qa E»CLASS -mouaoNCMC oCI pErE c ,O�.O.©�O'o' -------=---- to•®a°I@10- -0- � m ------T—'- — - o l'.J•�°°�•®-08.®°± SYMME7._ RICAN �N �✓�0��"�5 �O•�a MM.s�=PrWIDN �- 8 •�wQQ•Qo(�•OS \.. d O CENTERMA ES t" ©•0"� ®„Q.®� (sE�asc,¢wLE 5 —�— — ©—®-- * a W HV LOC -6 (INTERIOR) OO.©a1�•�5 ay s,EEr L1) WIN.SePW71 / /•'.a TO.USS 1cL✓]1 (StF SCHEDULEON SHM 11) (INTFYa0i2) _-----_ --_ _---_-- ----------_-- J(j� OUT `-coN;aEEE 0 U T _ s ui-unx.SLAM oUT (07 ) HVE HVE** HVD FLORIDA BUILDI CODE(Non High Velocity Hurricane Zone t\I1,IIITttil//!y/ 0 20,5 EASTERN IETAL SLWPL.Y,INC. °P� `N..... �,, /� BERTHA HVTM N. EC®ieac. A.S.S■A■ KVA Accordion o�KttiwwwSystem TiLL,T TESTING& ENGINEERING COMPANY AmerfCan Shutter Systems _ a•s.-rvnon CATE Of .'UT. ..L -G'• STATE OF 't�; 6333 H.11.361A.5t,S.4 3m,ww"4A4,S;TCi•ICWAA4 33) An"Fallon4 Inc. , OW 11-1s2 4/13/15 OA>a• 4/13/,5 <o� pl—:(ws}a71-,s7o,r:(345)4 1-1535 +268 Wastroods Drive z , DLL,UING No Wes. Palm Beach, FL 33407 3 FS ••. �y0 s 4 15-085 RDIDAAL'c,l/44167E S P.E. 1lLfily{IiNNC1}E/QATE SHEET 6 8 OE 20 POURED CONCRETE POURED CONCRETE RID CONCRETE POURED CD OR OR CONCRETE OR CCNCREfE OR CONCRETE CONCRETE BLLOCKOCK WAIL REWIRED BLOCK WALL REOW" BLOCK WALL REOUGED ... / RLOCK WALL REWIRED / �E2tsn4G GLASS EXISTING GLASS CONCRETE ANC HOREXLSTRlG G1.A55 1yy. i_R- _J� —_C _/f 2'uu1 Ei✓GL+v^� O 16. MA T -? T� To CLASS(SEE I f WL SFPYMIK!" SCHEXILL ON SHEET N fes'(D UK SCRARAOON TO QASS(SFE i 1 FOR QAX aRa ; TO Qxz(SEE S01MIE ON SHEET 1/16'x]"MAT(. ON 9EEr 19 TOR So-EDU1 El ON Q� SaEIXIE-SHEET 11/1Ar 6IACE 0A`O (6061s-16)CONr. afDF501/® 7Y)SHEET 19 FGR 1/2" 'WF9QET19 FOR� W 9ELT 10 EOR AWN.(CLOSER(LOCATE tRAOFS©h Q51 P nmj ATE Satfwn+ aAOFsOr�® I ei�(9 QA � , t/1," ��) I i 775€1.OR 2•MAX I _._.t }lost/2•SATS. I --. (AS APPLICABLE):2'■t/B•m•-2- ----- jfOsl/2.5.U.5,,, O 16,O.C. ALUMINUM CUP ANGLE 1 ----"-- a , (6063-Tb ALLOY)ATMIOt4"!, TO C4 , (2)1/4-0 In CONSSANC}fORS TO rj SEE DETAIL X FORS WNL AT 1.O.C.(LOCATE AT SIDE CONNECTION OR EITHER SIDE 0FQ) 1 OR(91 1 OR ®' SIDE COWLEAIL XC i0H t OR ®' To TRA Ks + _®.�'O ® a®' SIDE CONNECTION 4 -B-1Q.6 - To TRACKS a.6.7.B o•Q °' p ®a'®•�O'fl•® TO TRACKS �•+�-©•moo•®- ®•®-®•o-®•®- o•®-®•®-®•®-®•� O.O-0•®-0-Q-Q�•O CONNECTION3 END CONNECTION DETAIL 4 SND CONNECTION DETAIL 1Q END CONNECTION DETAIL 02ND i RWNAm ONLY FOR SPALLS CREM11 TWA 12'-0- POURED WALL EXISTING a TE OR a J—F7ttSDNO C1ti55 REWIND -—_———c_.i ..._ _. _._,._.___ �t ,cL�AJWON ft f/z s. ----------- TO QA55(4E 7fi• •c•- A4}t 51�ARAR?: Y ; ---_--- �f'F rwEm c t/2'W4. TD 0-'M(9E -__--- --- ®��J^ OR at SHEET - 044£73 19 FOR ANC OR O ._. I�EHA7ECD �- V ® r7- et1ALtEsOuO 12•O.C. 5 .�®� 4 - ----- O Q __ _ OA�OC.16' — 1j2`t Mv._"_T __- �L,.,� a v 11" 2"Nati, 2• ED TAN. I d SEE UM7fAT'R.4S OF tt EMr-OR]tT'.ACE®DNSIiEE71I@CR1@0R(qOR@OR@ VIEW Y 5 1 OR PLAN ® ao�o,��,-o•®- DETAIL X L POURED CONCRETE GR I�OR�' ` � +©•Q7-e t .®' ®'®'© ly X J®- TION CONCRETE BLOCK WXJL REQUIRED@N'O>©.�©.®. 6 6 T O O ©a0 O O- n HV BLADE OR_dHV WINDOW BLADE INTO CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL END CQNNECT[PAj2ErAL@ ROMA BUILDING CODE(tion High Velocity Hurricane Zone `4"``tt'L A•TI�(7A''�� ®201s EASTERN uErAL sUPPLY•INC. \CE �9 �, a BERTHA IiTAT Accordion Shutter System 0�7f, E C O i■�. ■ ® ■ ■ IV.BADE 91 w/CR w/o KV,Vuraoa sane American ShuHer Systems gy.w Dgewn3f, oATr Da"N Br: uL TILLET TESTING k ENGINEERING COMPANY AS3CCiattOnt Inc. s CTU 11-192 4/13/15 DATE: 4I13/t5 .0: STATE OF 2 ixa n r.sx s s.sm,szccu cA a xs!8m s7 c'•., ORI novo:(5LS}8T1-t5».Fas:(aos}sn-TSti 4269 Westroods Drivo 2 ISHEET No ck' � ` Do tz 99 West Paim Beach. FL 33407 i ss/Q IV AL t\1�4`` WALTER A Mir&.PC { 085 P.E.��Stt St�AURE/DATE �' LK.i 44167 s F 20 SCHEDULE U1 S-REFI E SCHmULE A3 MAXIMUM SHUTTER SPAN* 'L+'OR "L-" LIAXIMUM SHUTTER SPAN* 'L+' WIXIMum SHUTTER SPAN*'L+' ALLATI•N (ft.).FOR�INSTALLATIONSi y g%CAL OR -L-- (ft.) FOR R 'L-' (ft.) INSTALLATIONS 1KR'1 a�11oLEGEND =dg & of()jl or(� INSTALLATIONS W/ CONCRETE& 14�D (1)li:LVufIUUN ALLO'NFBLE SPAN FOR A CNEN W/ONE H.V.LOCK 0 or @ or or & W/ONE HV LOCKS uAT450RY P05RNE ASD.CESTGN PRESSURE NARhG: HD LOCK (9 W/ NO LOCKING RODS or ONE HV LOCK or or OR W/ NO LOCKING WALL A B. C. D. E. M, N,O. P. 0, A-&D DESIGN PRESSURE RATINSPAN FOR G. CM1c'Zi NEcnTn'£ CENTERMAT£S 0&®W/ONE HV W/ NO LACKING RODS 0 ODS MOUNTING F. K&L R.S.&V. LOCK®W/RYO LOCKING RODS 0 TOP•& (SEE NOTES t,tt) (W.U0 FOR MOU'T1,NO Q (2)F'ROCED',111T 70 OETLFIMtiE NAYINUIJ SPAN FOR DOTTOM SEE N07FS SHECI 7) FLOOR/CEIUNG C. H. 1. 11,J T, U.W &X WALL MOUNTINGS(TOP/DOTTOM)OR FLOOR/MUNG: nn CONCRETE&WOOD MOUNTING M174uA1Y �•�"R k WOOD U1577.I1ATI0fIS V tu>�u I S MVC16M CONCRETE & M GIVEN A POSIT.VE ASO.DESIGN PRESSURE RATING, ASJI.IIfSOi ua U6tra "A otxA. D&VIALATIONS pfa=m VULL NOUNIM lLaOa/ IFMZ.M mu-MOUNTING PRC=Lw Roof/COlLv3 YouHm� DETERMINE M0WUM SPAN 'L+'FROM SCHEDULE ^"� uoU7TTiNG toD�R a w'°4 oR GIVEN A N£GATNE A.S.D.DESIGN PRESSURE RATING, ((-j4 I { �) FLOOR/00A eU01IM,t10 t OR I nex ALL Y0"Mc DIETERNUX WX WM SPAN 1'FROM SCHEDULE L ,. L-V4 t! (Q L-Tv l 1 (W L-(N t i It) I L-(N d MAIGMUM SHUTTER SPAN'L+'OZ'L-'FOR 30 OR 16'-0' 16'-0' IG-0' 16'-0" 30 _i6':0� 16•-0' 30 i6'-0' 16'-0' NS AL4V10NS INTO WOOD SHALL BE LURED TO FINAL NN7MUu AL � LOWARE SPAN IS EQUAL TO T _SS_ 14'-10' 14'-t0' 15'-2' 16'-0' 35 ,4'-10' 1<'-10' 15 I 16'-10• 105 pd.AS.D.DESIGN PRESSURE RATINC. 7A'NIMUM DEIERMINED SPAN BETWEEN 1+'AND 1 40_- 13'-10' IS'-10' 14'-7.' 15'-2' 40 13'-10• 73'-iD• 40 15'-2' (3)PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 IS'-1' 13'-1' iJ'-!' /4'-3' 45 13'-1' 73'-1' d5 14'-3' t HV CORNER CENTFRMATE/3 MAY BE USED AT ALL COM&NATWNS W BETWEEN WALL MOUNDNCS 50 12'-5• 12'-5' 12'-0' 13'-7• 50 12'-5' ,2'-5' 50_ 13'-i• MOUNnNG INSTALLATIONS.LOCKING SPECIFICATIONS W/FLOOR/C£IUNC MOUN11tIC5: _ SHALL BE AS ING)CATED ON MWOATORY CONDITION 1255 11'-10' 11'-10' 12'-1' 12'-tt' S5 t1'-10• 11'-iD^ SS 11'-71' FOR A G'YEN P09TW A.S.D.DESIGN PRESSURE 72'-4' fi0 11'-4• i1'-4' 60 ,0.-11• NOTE/5.SHEET 5. RANG: 65 1D'-10' IO'-10" 65 10'-1' DETERMINE: 70 10•-6- 10-6' Io•-9' IV-S70 10•-6' 10'-6• 70 9-4• L,+A WUAX.SPAN FOR WALL MDUNRNG CUNILATtpNS. _ Lz+�MVf.SPA!!FOR ROORJCQd!NC ldCUtnC:G 75 f0'-1' 10'-1• 10'-4' I1'-1' 75 10'-1' 70•-1• 738'-9 tt DICEPT THAT VAXMM SITJTTER SPAN 1+"OR DISTAIL•iIONS. 80 9•-ID' 0•-I0' 101-0• 1D•-9' BO 9'-10• 9'-70' 'L'AND MAIOMLFA ASD.DESM PRESSURE RATD+9 FOR 85 9'-6' 9•-61 9'-9• 10'-S' 65 9•-6• 7-6' DLSIAL ATIONS INTO CO Ct=--OR:CONCRETE BLOCK FOR A f.VEN NEGATIVE A.S.D.DESIGN PRESSURE SPALL BE UWIFD AS FOLLOWS ��'' 90 9'-3' 9'-3' _9'-5' 10'-f' 90 9'-3• 9'-3•— DETERUTIM- 95 9'-0' 8'-9' 9'-2' D'-10' 95 9'-0" B'-0" I- CONNECTIONS TD KEYSTONE MOUNTING L, MAX.SPAN FOR WALL MOUNTING INSTALLATIONS. 100 8'-9' UMNED TO +64,-72 P•z.I AND B'-D'SPAN. SEE L2 MO.SPAN FOR RAOR/C[UJNG NOUNING; 100 e'-9' e'-4' 9'-D' 9'-T _ _ MOUNTING Q ON SHEET 7. RMALtARONS. 105 8•-7' 7-11' 8-9' 9•-4" 105 W-7' •7'-iI' Ito B'-4'- T-T -8'-T 9•-2' 110 8'-4• T-7• F14AL MAXWUM ALLOWAELE SPAN IS EQUAL TO THE B•-2= 7•-3' SEPARATION TO GLASS SCHEDULE MNNUM BE,IIEFSI 1,+'•12F 'Ll ND-2- 720 81-D' W-1I' W-2' 6•-9'' 120 a•-o' 6'-1t• 125 __ 7°-to' 6•-8• 0'-O' W-5- 125 7'-10' 6'-e' .. (4) W TO ANCHOR D NECATI R,T71 DESIGNALLOWABLE ANDA.S.O. 130 7•-B• 6--s' 7•-1D'_- 8'-1• 130 7'-D• 6,-5* WIND ZONE MINIMUM PR RAMC TO OL7EILMI7:E MA1011UHANC}IOR 135 7•-T 6'-2' 7•-9' - 7'-9'_ 135 T-T G'-2' SEPARATION ---j-40— r_s=-s•-ti= r-r• r-6' 140 r-s� s•-u• ASTM E-1996 145 7'-3' S•-9• T-5' T-3' 1457=3•—s=9'"- TO GLASS 150 7•-21 5•-7" 7'-4" 'T—a• 150 7•-2• 5-7• 155 T-o' S•-5• V-2' 6'-9 155 7 0' s'=s' i THRU 3 1" _-._... 760 6'-f t' S'-2' T-1' 6'-7" 160 6•-71' S'-2• 165 W-10' V-1" 7-0' 6'-4' 165 6'-10' 5'-1• 170 6•-9' 4•-11" 6•-11' V-2" 170 6•-'J• 4'- I-_ 175 6'-7' 4--9' a-9- -6'-0' 175 6'-7' 4'-9•- 66 6'-6• 4'-B' 6'-8' 5'-10' 180 6•-6• 4'-B' H V B LA D E 1 BS W-5• 4'-6' 6•-7' 5•-6• 185 _ _6'-5' 4•-G' 190 6'-4' 4'-5' V-6' V-6• 1904'-5' 195 6'-3' 4'-3" 6'-5' S-5• 195 6'-3' 4'-3' 200 6'-2' 4'-2' 6'--4' S'-3" 200 6'-2' 4'-2' 205 s'-t" a'-1' 6'-3• s'-/• ""zo5 s'-i• 4•-1• FLORIDA BUIDiNG CODE(Non Nigh Velocity Hurricane Zone ®2015 EISTERN METAL SUPPLY,INC. 1L11LauuutnpJr �BERTHA V�_ TM P �IL E C O tai. A.S.S■A. Accordion Shutter System --- TLV.DLADE#1 W/OR W/0 TLV.WN O N RADE TILUT TESTING & ENGINEERING COMPANY ATneTioan Shutter Systems Iv WDLSCR.P,DM DATE DR,g B:WhOLY. o. 2 '* -. 6,53 xv.7z�+.1c,Ste,705,YAC2fA o+14Eta,nope.35f Association, Inc, n OUD 11-192 4/13/15 DAIS: 4/13/15 c aero;(J05)8'tl-1SSo.Fc.:(/05)871-1531 4268 Westroads Drive 2 SIAM '�4v� 4-x:4DRAWING No-0-1. �+ West Pain Beach• FL 33407 s e � E9-P7C67,9 �� WALTER A mttT J,P.E 15-085 • e` ...Q.� ATE FLOMX U.11 44767 5 SHEET �Ei 6 17 OF 20 MAXIMUM • SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES M.DMM IECAM MR)RE RATIM AND A OORf+'ISPMW MO(R1i41G TYPE FOR 00C1'ETF OR OONOREIE RIM PSTAUAMM (SEE YOLRITdC$ e.&MON 9,x15 6&7) 1.A4104ORS TO SUBSTRATE SFHALL.BE AS FOLLOWS: MM anal FUST D CaIOSTE (A) TO EXSTILM POURED CONCRM'(W..Fe-3 loi) MAxMMJ EQWALL SU MOUNTING ©CFAJNG MOUNTING H@ FLOOR MOUNTING - 1/4'•TAPCON OR TAPDON"AD"CED THREADFORM TECHKIOGr ANCHORS,AS MANUFACTURED D1'I.T.W.BUTIV L(Arm.e. ..3 4a� SPA` AAIB SPALL .1 FrmAfn -1/4. a 3/4'ALL PROMS So1m-SET ANCHORS.AS D'STRIB1RID Bir ALL POINTS MON.BOLT&SPECIALTY COMPANY.(M0.Fe a 3 As:) CM =101 NO113 EP1C=FXNT FfE==IWMB cc"15wn ET=A WIN; TAPCON OR 1/4.0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS CRECT.M(19.ra m 2 1.1 30140160175190112011601205 30 40 75 90 1120110 205 30 40 OD 75 90112011601205, 7APCON WITH ADVANCID -T/4Y TAPPER+ANCHORS AS YAWFACTUR D Ur POWERS FASfEKRS.M.AND DGIRBUim BY ALL POINTS SCRLV.BOLT a SPEOW.TY 14 12 10 9 n a Y 0 1 12 10 9 a 0 14 12 la a 8 a s 6 7iREAD ORM TECHNOLOGY C01APAh4 pR AD'gCRR APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED HORN THE AMERICAN SKITTER SYSTEMS ASSOCIATION.INC X-O" fl 12 f0 9 e 8 8 6 /a lI 10 9 8 a 6 D 14 12 10 9 0 '9 6 B (W.Fc-3 W) OR LEM /4 12 t0 9 a a 6 0 14 12 10 9 d B 6 6 14 12 70 9 a 8 a 5 Al. SOLiO- 14 12 10 0 n a 6 7 14 12 10 9 0. e 0 ti 12 10 9 0 8 6 6 MUE TAP W/CAP 1T011D: l4 12 10 9 5 7 5.5 3.5 14 t2 I0 9 n B 6 6 14 f2 10 o B a 6 5 TAPPER+ AT)10ND4W1 EMBEDMENT INTO PRICED CONCRETE OF TAPCON OR TAPCON WAIN ADVANCED RIRE'AWDRN iEC1LNOLOGY ANCHORS Ata!TAPPEF4 ANCHORS S 1 3/4.AND FOR BLUE TAP W/CAP AKFOS IS 1 1/2. 4•-0- 14 12 10 9 8 6 G 1 0 N 12 10 9 8 a 6 a 14 12 10 9 a 8 a 1S 74 T2 10 9 8 s 0 4 H 12 10 9 a a B 43 1{ 12 10 9 D e { 33 A2)LrAUUU DH®EfENT OF 1/4'0 a 3/4'ALL PO01Ts SpJD-SEf MC1i0R5 9VL' 7/B'@iT0 THE r^OURED CONCRETE.NO F7t1ED1AENT f4 12 10 9 a 9 b ss 14 12 10 0 6 B 6 55 l4 II ID B 6 8 6 43 INTO S'TU000 SHALL BE PFI0.4l1ED.1/4'0-2D SS.IAIN:N01E 97tLW USED SMALL BE 1 I/2'LONG LSIlb111N SHOULD STUCCO E705T,AND /4 12 10 a 73 SS 33 - 14 12 10 9 D 1 8 fi 5 14 12 10 9 a 733 + •SfS tm*,.,A.'7]3 er IASL Por+ 1'MINIMUM FOR WALLS MTM NO SWCCO. N E2 10 9 6 8 -6-6 14 .11L9 a 8 6 53 1a 12 10 9 8 B 6 43 6ilX dt 51 .'1 I9 5•_p 14 12 10 9 a 7 4 - 14 12 10 9 7T W_L 33 14 12 10 8 W 5 - 3 AL3)W CASE THIC PRE LO END CH TO CONCRETE AIN ST PAVERS OR ANY N74EEH DE FOUND ON THE DUSTING A LWALLBE S FLOOR. la t2 t0 9 a 73 i3 - fa 12 10 9 D a 6 43 14 Ix 10 17 a 6 is S ANCHORS S1L4L1.BE LOW DTOT',Gfi TD RFACN7 71?:MAIN STRUCTURE BENND BAG HALL FlN>giES,ANC7IORAGE S11AL1 DE A+ih'OTCA3ED ON 14 12 9M 73 0.'7 43 - - 14 12 10 9 b 73 55 ♦ 14 12 10 9 B a 43 33 NOTES At)&AL2)ABO'AE.FOR R6EALIATXM ON'NN(L SD"OR ETES WITH OR WITHOUT METAL MOS CONSULT 795 ENGOIEIIN.FOR 14 E2 1a 9 IT e e - l4 12 l0 9 n n 6 5 fa 12 10 9 a 65'3 33 Ih5rAllAliDN INTI]En WITH METAL snw SEE SHEET 20. 14 12 10 9 S T 3 - 14 12 10 W 7 63 4 ] 14 12 D W 53 4 J - fa 12 19 0 6 a - la t2 to 9 e W s ri la 12 fo e5 8 5 4 (6) TO F3cCTING CONCRETE fILOCK:(ASTM Cr00) 14 l2 6 W W 3 - 14 12 la 9 8 03 43 35 14 12 10 B 7 I a 35 3 -1/4'9 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECIWOLOGY ANCHORS,AS MOIUFACTURED BY LT,W.OMDEOI. la 12 10 0 6 8 - - 14 12 10 D a 7 S 4 14 112 10 1 9 73 S3 s 3 -1/4'0 a.314'ALL POINTS SCUD-SLT ANCHORS.AS 06TEaDNEO BY ALL PC8R5 SMV.BOLT&SPEGITY W10M. 7-0' 14 II f0 8 W 4 - - 14 12 IT 7.5 6 43 a5 - 14 65 7 &S 43 33 - -1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACRIHFD BY FLORM FAST13"ETS DIRECT.DNC. 7 4 I TAPPER+ANCHORS AS YANUFAGW R"D BY PO'r.YRS FASTENERS.INC.,AND USTRBUTEO Er ALL POINTS SCREW.80LT&SPECIALTY 14 11 10 f15 7 4 - - 14 12 1 10 9 73 53 4 - 14 72 9 7 6 i3 - ClDIIAANY DR AW OTHFN APPROVED LICENSED OR AUMGR=VENDOR REGISTERED WITH THE AUERCAN SHUTTER SYSTENS ASSOCIATION,INC. H it 7 Al 7 - - 14 f2 9 73 53 { - 1S 12 9 7 8 4S 3 14 13 10 9 B W - - 14 12 9 8 6 4 - Ia 12 f0 6 a.5 5 35 - NOTtTi-", $'J3 _......_...... 14 12 45 7 53 3 - 14 12.D W 55 4 3 - 75(LS a S -1-3 - - ELI)MINNUM EMBEDMENT INTO COWMTE BLOCS OF TAPCONI.OWE TAP W1 CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4'A.7 TAPOON 14 12 9'S 73 a - - - 1. 12 %S a W 5 - - Ia 12 6 6 63 4 - WITH ADVANCED THREA?FORM TECHNOLOGY ANCHORS IS 1. 13 93 65 6 3S - - 14 12 10 a 63 B -I- 14 IZ 8 W 3 4 D.�. 14 12 10 9 a - - - 14 12 70 9 ]S <3 - - 14 12 aE 7 3.5 4 - B2)MOLTAUU E7LBEDMENT OF 1/4'0 4 3/4'ALL POINTS SOLID-SET ANCHORS S74,1L BE ENTIRELY EVSEDDW INTO THE CONCRETE MOCK.N0 1Y 11, ,T 63 S 33 - - 11 B SS 45 S3 EUBEDNENi INTO SR1000 SHALE,BE i'FRYtf7ED.1/4'0-20 SS MACHINE SCREW 0591 SNAIL BEI 1/2'LONG u11CYW 9HWLU 5TI/CSX1 14 12 n OS 4.] - - - t4 12 B.5 7 SS 1 - - f1 OS 7 SS ­9- 7- DOST.AND 1'MINIMUM FOR WALLS WITH NO STUCCO. 113 OS 53 4 -I- -[14 12 9 7 6 43 - - 14 11 7 5S 43 33 1O'-0'14 12 10 8 73 - __ - 12 10 8'63 3 - - 14 12 a 5 S 4 - - U3)W CANE THAT PRECAR STONE PRECAST CONCRETE PANELS.PAYERS OR ANY VENEER RE FOUND ON THE DaSRNG WALL OR FLOM l4 iW 7 5 !:111 S a 3 - - 10 73 S 4 3 - ANCHORS SML BE LONGG ENOUGH TO REA H THE MAIN STRUCNRE OMM SNB WALL.rD, fES.ANCHORAGE SUALI_BE AS INCxATTD ON 14 11 73 53 - - 113 8 6 3 4 - 25 95 d 5 4 4 NOTES 8.1)&13:2)ROVE.FOR INSTALLATIONS CR MFBL STOING OR EFTS WITH OR W.MOUr META SIDS CONSULT TWS ELNMU R. OS a S - 12 8 W W 4 - 13 10 W S 4 3 FIDR INSTALIA70N INTO DFS WITH META STUDS SFE SMEEr 20. la 12 10 - - - - - 12 9 7 C±! - - 14 10.5 7 a5 45 35 - - 123 9.5 5 - 9 5 1.5 4 J - 9 7 45 33 3 (C) ANCHORS SHALL BE WSTALLED FOLLOWING ALL OF THE RECODU�VaATICNS AND SPEOFICC70NS OF THE ANCHOR'S Mw ACMREA 14'10 7 - - - - L03 7 53 43 - - - 1.5 63 53 4.5 TS - - 93 7 43 - - 13T30S - 12 9 6 43 1 (0) SEE SCHEDVIE BETON FOR EDGE DLSTAVCE(E0.)Yc7L57/5 SPACWG REIATION9aP FCR ANCTORS.14 li 10 - - - - - 12 a W 53 - - - 13 10 W 5 ♦ - - - FOGE DISF'AUCF R9,c cpAGIHG STH 0 F roR AH HORS• 13 aS 4,5 11 a SS 4 33 - - - a D 4 3 - - - - MN[D1Uv ANCHOR SpAlJKfS ACE vALIG 1T,W EDGE 06TANCfS INODATED BELOW.TOR E 0.LESS 7HAN TME 10CATE'D,REDUCE AtI,QR SPACNG 15 95 6 1- - 1J 95 W S 4 - OS 8 5 4 8Y UULUPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWNC FACTORS 9 W - -1- - 14 165 7 SS 4.5 - _ - 11 W 33 a3 33 - - - REIAICEO SPA@N3 OafXNEO tMINC FACTOR S?OLL NOT BE LESS THAN L9TLUN SPACING INDICATED FOR EACH ANCHOR TYPL 14 12 - - - - - 14 li 9 e 73 4 - - - FACTOR OS e - - - - - l0 73 5 a 3 - - - 7.5 53 k 3 - - - ACTUAL ELIFE TAP Wf CAP 25 a5 - - _ _ _ - 12 9 6 43 4 - - 9S 7 4 _ _ _ _ EDGE TAPCON TIiFF.A9fDRM TECOiiti OGY ALL POINT SOUR SET 13 93 W S - - - - 0.5 l3 S 4 - - - - ENCTAHCE 14•-0' 14 12 - - - - - - 14 ,63 Ni5 55 N - - - - E0. TAW.SPACING-3' IT9L SPACING-3' UN.SPACING-3 1!2' LEN.SPACING a 3' 3 3/4• 4' t0 7.5 - -L- - - - H 7 43 3S - - - - ] 5 3S ] - - - V B D W CONCR�NCt E& mm 117aa:TE Cm mn am HOELOM 0.�CONCRETE & CONCRETE a Pam 03CFEE CMICROE(E00( TS e - - - - - 11 a 55 a5 - - - - 9 J7Z 43 - - - - V W 10!�,y. TIM EDL-3 11?WL EA•2 1r 14!L E6•J 1 IDL EA•b' 1.1 Ea`3 E/1• En.2 1)r - -I- - 12 9 6 - - - - - 93 43 - - - - - 3' 1,0 090 1.0 0.70 1.0 0.54 1.0 - 05s- - - _=- - BLADE WORKING 3 65 4W - - - - - 65 3 - - - - - 2 1/2' - 081 IA - _...-- _ ........__. _ 0.67 1.0 to - - CS a s - - W 4 - IN UNISON♦ 2' 0.71 --- 0.51 15 W-5.5 - - - - - 9 45 - - - - _- 16'-0. 6 - - - - - 10 5 _ _ _ 7 3j1' - 091 - _ - 0.43 - 'B - - e 0 4 - 1 1 2'93 - - - - - - - 93 ] 5 - - - - - a 4 - - - - - fl.ONA BUILDNG CODE(Hon Hiqh VGiocity Hurricane Zone T(((/T✓ 0 20)5 EASTERN METAL SUPPLY.MC. �. �..�OENSF ' BERTHA HVTIL =� ,� S S Accordion Shutter System He- /ViL Mo�,mc , ■ ■ ■ ■ KV.arnE gT w/OR w/o KV. >AN=+ALOE American Shutter Systems .R aTw9 DATE 1a AWT,Tx. 1N, CC- TIWT TESTING&ENGINEERING COMPANY STATE OF :� �N+1.sc+St.�.,a�e.1� .aAR ,nDWA 33, Assocfafion, Inc. l aD 11-192 41T3/1s aTe 4/13 Ts Ph-:(3DS)6YI-1530.FM:(3C5)871-SWI 4258 Westroods Drive x ,' D `� rrmE Iaxc96:d.can D.17AW7lNG No 1.� W-0006719 wesE Palm Beach, FL 33407 s p AAAiAsS/ONA1- \\\\` MILE A TUN I,,P.E. 1 �rJ-OSS P.E. 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