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HomeMy WebLinkAboutProduct Approval IR ErOA 02PAMN1110 OF u;ness & =Professional ' e o f --- F9 Florida Nparnentof BCIS Home I Log In I User Registration I Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search Busines Professi I _=e Product Approval R USER:Public User Regulation i Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL389-R8 Application Type Revision Code Version 2014 Application Status Approved Comments Archived I : Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (561)209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley I rod ri guez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ri Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A..Tillit,Jr. P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By John W. Knezevich, PE T Validation Checklist-Hardcopy Received Certificate of Independence FL389 R8 COI HV ACCORDION CI NONHVHZ.odf Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201, 202,203 1994 Equivalence of Product Standards Certified By • Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/29/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/07/2015 Date Approved 06/22/2015 Summary of Products FL#. Model,Number or Name Description 389.1 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks(top 3-(Non-HVHZ)- Drwg 15-086 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R8 II A.S.S.A.INC. DRWG.15-086.1)df Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other: Large Missile Level "D".Max span is 12'-7"for 35 psf FL389 R8 AE A.S.S.A. INC. P.E.R. DRWG.15-086.odf positive ASD load and 13'-0"for 35 psf negative ASD load the Created by Independent Third Party:Yes HV3 blade w/o window blade,5'-2"for 110 psf ASD load for HV3 blade w/o window blade and 8'-11"for 62 psf,9'-6"for 55 psf HV3 blade w/window blade working in unison.Max.span for HV3 blade w/o window blade for installations into Metal Stud walls is 79"for in of+72,-72 84" 4,-64 psf. See sheet 5 for other spans and ASD essures. 389.2 Bertha HV Accordion Shutter-Blade 1 Extruded aluminum interlocking blades retained by tracks(top Only-(Non-HVHZ)-Drwg 15-085 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R8 II A.S.S.A.INC. DRWG.15-085.pdf Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other: Large missile level"D". Max.Span is 16'-0"for 30 FL389_R8_AE A.S.S.A. INC._P.E.R._DRWG. 15-085 HV.pdf p.s.f negative ASD load depending on centermates and locking Created by Independent Third Party:Yes rod configuration for the HV1 blade, W-0"for+64,-72 p.s.f. load for HV blade for Keystone mountings 7'-0"for+75,-75 s.f.for metals stud mountings and 8'-0"for 110 p.s.f.for HV HV1A working in unison. See sheets 7, 11 and 20 respectively tailation drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks(top COMBO-(Non-HVHZ)-Drwg 15-084 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R8 II A.S.S.A. INC. DRWG.15-084.odf Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other: Large missile. Max. 16'-0"span at 30 p.s.f ASD load X389 R8 AE A.S.S.A. INC. P.E.R. DRWG.15-084.odf for Blade 1 and 18'-0"for Blade 2. See schedules on sheet 12, Created by Independent Third Party:Yes 25 and 28 respectively Back Next Contact Us::1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.copyright 2007-2013 State of Florida,::Privacy Statement;;Accesslblllty Statement;;Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic # mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have 4 one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click b.UL. Product Approval Accepts: ®® eChe`ck IM sccunt .%hrittcy GENERAL NOTES: 1.8ERTNA H.V.ALCOMON SNUnFR SYSTEM M MN ON 11�PRODICf EVA1LAl10N OOCIIME?lf P.EDJ HAS BEEN sREG,FOR COIW)ANCE N ACCORDANCE WON THE 2014(5th EDITION)OF THE FLORIDA BUI DIN0 CODE THIS ACCORDION SUTLER SYSTEM STALL NOf BE NSAlID AT F8C1 HNRAMAHE ZONES p D'(KiGN WHO TAMS SHALL BE OEFU504ED AS PER SECTION IBM OF THE ABOVE MENTIONED CODE,FOR A BASIC Wall SPEED RafERED BY THE JURMMIGI N WHERE SHUTTER WELL TABLE OF CONTENTS BE INSTALLED WITH A DIECDONALM FACNR Kd-OAS.USM:ASCE 7-10 AND WWI NOT E%C®THE YAMUM(X50.)DESIGN PRESSURE RATINGS NOICARD ON SHEETS 11 THRU 15.19&20. N ER ORDTO VERIFY TIE ABOVE CONDITION.ULTIMATE DESIGN WIND LOADS DETOMED PER ASCE 7-10 SHALL BE FEST RDUOD TO Asa DESIGN WED LOADS AREA.1: HV BLeF�ES_C17_& w BY MULTIPLYING THEM BY 0.6 N OROERN COMPARE THESE W/MAOL(ASA)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 TH U 15.19&20. GENERAL NOTES SHEET 1 IN ORDER TO vDM THAT COMPONENTS AND ANCHORS ON THIS PFA..AS TESTED.WERE NOT OVER STRESSED.A 33 X NCEASE N ALOWABREE STRESS FOR WIND LOADS WAS I=USED WRITER, SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER A WIND DURATION FACTOR CD-1.50 WAS USED FOR VITRIFICATION OF FASIETERS IN WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BENTWA N.V.ACCORDION SNUITER SYSTEFS ADEQUACY FOR WADI AND LARGE M1SSiLE IMPACT LOAD HAS BEEN VERIFIED N ACCORDANCE WITH SECTION 1609.12 OF THE ABOVE MENTIONED CODE AS PER TYPICAL SHUTTER ASSEMBLY 38-04 SHEET 4 AIL REPORTS: TTPOLL WIDOW BLADE&WINDOW DETAIL -HV BLADE O(0214.01-03•+0715.01-03.+lOW.01-05.I1214.01-09,10317.02-06./0609.01-10 AND/0210.01-11 AS PER TAS-201•T/5-202 AND TAS-203 PROTOCOLS AND ASTM E-1666 ARFA 9. HV BLAS 6)AND HV WINDOW BLADE hAl AND E-1996 STANDARDS(MISSILE ZEAL D,WIND ZONES 1.2&3)&11220.01-10 AS PER TAS 201,203&20.1 PROIOCDLS LARGE MISSILE (WHERE APPLICABLE), --NV WINDOW BLADE®J05M OI-M AS PER ASTM E-1866 AND E-1996(MISSILE LEVEL.D.WTD ZONES 1.2.3)BASIC PROTECTION ONLY AND 1 0125.01-88 AS PER TAS 202 PROTOCOL TYPICAL SHUTTER ELEVATION&NOTES ON LOCKS SHEET 5 9NSTALATON DETAILS A-F.CONCTEIE/BLDG( SHEET 6 2 HV MADE(E)AND NY WINDOW MADE® ARE ENGNEg®TD WOW IN WN DN WITH EACH OTHER UNDER THE GENERAL UMUDDNHS AND CONDITIONS OF USE INDICATED ON SHIED 19 INSTALLATION DETAILS G-M.CONCRETE/BLOCK BEET 7 M BERTHA H.V.ALCORDIGN PNS(HV sGREAM).USED AT BLADES IO/UCOE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE 114,275•AND 114:1.75.76 mnYELY•4CI MEDIUM SERIES CONTEOIAIE DETAILS HIV SHEET B STAINES STEEL SCREWS WITH 1350 d YIELD STRENGTH AND 180 IW TENSILE STREGM PPS",AWL BE COATED WITH BERTHA HV UACROSHIELD COA7NG SYSIDN AS WINUFACIURFD BT APPROVED CENEIRYATE ALTEFXAM40 DETAILS HN SHEET 9 COATING APPUCATOS,REGISTERED WRH MERMAN BUTTER SYSTEMS ASSOCIATION.PNS MUST BEM THE HN MARKING ON THEIR HEM. EMI CONNECTION TI1-6.CDNKRE/B ETLOCK BEET 10 4.ALL ALUMINUM E%ITa19015 SHALL BEI9NAl Al1Y ASSOCIATION ALLOY ENO IEYPER M 9.OICAIED ON SHEDS 25.81 3.1DDIUM YIELD STRENGTH FOR 63-ifi ANDY 6305.Id ND 357 bi POR YAXDIUY SPANN TABLES i SHEET 11 6005-T5 ALLOY. ANCHOR SCHEDULE-CONCRETE d BLOC( SHEET 12 S.ALL SaawS TO BE STAINLESS STEEL 3D4 OR 316 5.9 SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER OR Social WREN 50 W MSE YIELD STRENGTH AND 90 Iffi MDL TENSILE STRENGTH- ANCHOR SCHEDULE-COHr3ETE&BLOCK BEET 13 AND SHALL COMPLY W/FLORMA BUILDING CODE SECTION 2411.354. ANCHOR SCHEDULE-CONCRETE 8 BLOC( SHEET 14 6.BOLTS TO BE ASN A-307 CALVAI®STEEL.OR A51 304 OR 316 SERIES STABSS STEEL WITH 35 NW MINIMUM YIELD STRENCIHL ANCHOR SCHEDULE-WOOD SHEET 15 7.SEE THE FDLLOIWNG SHEETS FOR ANCHOR SPOEMWAT10NS:NA E ADE O' :12.13.14.15 AND M INSTALLATION DETAILS M-P.WOOD SEEP 16 HN BLADEIQ&O WORKING IN UNISON:12.13&15 INSTALLATION DETAILS S-X WOOD SHEET 17 ENO CONNECTION DETMS 7-12&K WOOD SHEET 18 .8.DHS BERTHA N.V.ACCORDION SWIIER SYSTEM WAIS A U.S.PATENT 16.779'582 COMPONENTS OF THIS APPROVAL ARE COVERED.IN WHOLE OR IN PMT EW US.PATENT 15'456.179 ISSUED TO FASTEN MDAL SUNY'NG AREA 3: HV WINDOW BLADE&ONLY 9.IT SCOL BE THE.RESPONSIBILITY OF TRE CONTRACTOR TO VOWY THE SOU NDEESS OF THE STRUCTURE WHERE SHUTTER IS ro BE ATTACHED TO INSURE PROPER ANCHORAGE CONTRACTOR TO SM/CMUC ALL�UTITR COW-OENT EDGES WOCI RERAN,THU FASTENING IN COMR DOLS CONTACT WITH ME BREADING M PREVENT WND/FWN INTRUSION TYPICAL SHUTTER EIF/ATION SHEET 19 IM EACH UNIT MUST BEM PERMANENT LABEL IN A VISIBLE PAPE WITH WANING NOME DURING PERIODS OF HURRICANE YWRNNOS HOME OWNER.TENANT.OR OTHERS.MUS PROPERLY CLOSE ALL HV AND RD CENITIRMAT s AD O%AOE OR LOCK AL NV AND ND LOCKS. AREA 4: W WINDOW BLADE(17 ONLY 11.SHUTTER MANUFACTURERS LABEL SHALL BE LOCATED ON A RFADLY VISIBLE LOCATION AT ACCORDION SHUTTER N ACCORDANCE NIH SECTION 171083 OF FLORIDA BUILDING CODE ONE LABEL SHALL L BE RSGLLATIO N DEIAaS METAL.SND WAILS SHEET 20 PLACED FOR EVERY OPENINGG,1AA®9NG TO COMPLY WITH SECTION 171082 OF THE FLORIDA BUILDING LODE 12 BERTHA X.V.ACCORDION BUTTER SISIEYS ISIALAT1O!SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PWS ANY TUIDPM AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED 70. '13.(a)TARS PFD.PREPARED BT THIS 040EER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC RROIECT:L.WHERE THE SITE OO D(ROS DEVIATE FROM THE P.FD. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION.I4NCRASE AND INSTALLATION INf1UDNG LIFE SGFI OF THIS PRODUCT,BASED ON THIS P.E.D.PROVIDED HESE DOES NOT DEFLATE FROM THIS DRAWING SHALL ONLY BE USED TO TIE CONDITIONS DEOLED ON THIS DOCME10IT.CONSTRUCTION SAFETY AT SITE S THE CONTRACTOR'S RESPONSOLOY. OBTAIN PERMITS IN THE STATE OF FLORIDA (e)LADS P.ED.WILL BE CONSIDERED MAW IF ALTERED BY ANY MF/NS. d)T SIE SPECfIC PROJECTS SCOL f£PREPARED at A ROBOA REL6IEED ENGBTLR OR ARCHITECT WHICH WILL BECOME THE ENQKER OF RECORD(EOR)FOR THE PROJECT AND WHO WILL BE �SF�SBE FDR THE PROPER USE OF THE P.E.D.ENGINEER OF RECORD.ACTING AS A OZFGOED ENGINEER TO THE P.E D.ENGINEER SHALL SKIT 70 THS UTTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e)ORIGINAL P.E.D.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGHATURE OF THE PROFESSIONAL ENGNMER OF RECORD THAT PREPARED IT. u FLORIDA BUDDfNG CODE(Non High Velocity Hurricane Zone 1`P�ZER .]j/ I i 0 2015 DRSTM METAL SUPPLY.INC. BERTHA HVT-m `* 1L E C O 1.C. A■S■S.A■ Accordion Shutter System H.v MADE ft w/OR w/o Hv WNOOW MADE American Shutter Systems y: >f STILLS ESTING&ENGINEERING COMPANY r�a DAT[ TCRAM er Mt TE EEAssociation. Inc. , OLD 11-192 4/1D 1s G03 4/13/15 �iP•• F DF..•• !NR J®.A,611]C0.vGNw4 111 rRb„:(w5)Q» .F--ISTD :(JOS)B)1-153t-1331 t Pol B.GHG . Drive 2 DRAWING No ''�.,,iPOSi•�NIUP '�Yl.�`� t0m�,000l� West PGIm Beach, FL 33407 3 15=085 'o„NAL ENG�YY�� WATER "i.PL 4 nnRd llc/44761 3 SHEET P.E SEAL/��i�IT1RE/DATE a OF 20 i N.-I V�p1918• .491• 1.200•4WJTSY 4.999• 4 �. 1ONV SOLID BLADE HV UNIVERSAL FLOATER 375 OIp1oR0USETw/ COVERED UNDER US PATENT/50.58179 0 Flet FOR USE W/HV BLADE 1D Ot� HV BLADE AUFIED(J HV WINDOW BLADES 6005-T5 ALLOY AND TEMPER QUAJFlED FOR USE W FIV 6063-T6 ALLAY AND TEMPER -SEE LIMITATIONS OF USE OF I E®ON SH 60 OY A T 6063-TIL ALLAY AND TEMPER 32W 1.5(0 .12 �• 2870" �) .000• 6M• 2226• � � 642 469] 815• .092• ^ ao O7 HV ADJ. ADAPTER )Y/up 3. o. OUAunED FOR USE W1 HV ®HV WALK-OVER TRACK ©HV ADJ. FLOOR TRACK BLADE M OUAIJFlED FOR USE w/Hv HV TRENCH TRACK 3,�- oY AND TEM_ BLADEI(31 QUALIFIED FOR USE W/FIV OUALIFTED FOR USE W/HIV 6063-TIL ALLOY D TEMPER BLADE QONLY. @ HV RAINGUARD BLADED 6063-T6 ALLOY AND TEMPER QUAL&lED FOR U W/FN 6063-T6 ALLOY AND TEMPER V. 1936• t• t91' BLADE 1 VAPo6 1.938• 6063-TIL ALLOY U TEMPER 191]• � .083• �• O .09r� .100 - .125• .060• .0 5.93 .060" 8]0 .060'• - 4' 70 1.686• •1• 670 3sz9• e]o '� 1 HV HEADER/SILL 11 liY CEILING HEADER ® T©HD CEILING HEADER/SILL • CIIALIFIED FOR USE W/HV EDADE(1 Y, OUALIFlEO 3=T6 ALLO AND QUALIFIED FOR USE W/HV BLADEtO 14 HD WALL HEADER/SILL SEE SECTIONS FOR VAWDLTY- SEE SECTIONS FOR VNIDTTY. QUALIFIED FOR USE W/HV 6063-TIL ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE Q ONLY. 6063-TIL ALLOY AND TEMPER COMPONENT a T1 72 %ReL ,Oat r r2' z• a.12s• Q 2 5•AWL 1/8" 1/8• 3• 3• D.o9o• • 5.1YAlL 0.19, 0.192' 1 SIDE ANGLES QUALIFIED FOR USE W/FIV ALUMINUM ANGLES 19 zs• 7•wx o.190" 0.190• ® CORNER POSTS BADE( OUAUFI FO$$USE W/HV QUALLFlmgLADE(D FOR USE w/FN 6065-T6 ALLOY AND TEMPER BLADE(1)ONLY. Y jr MAK 0.139' 0.131• 6063-TIL ALLOY AND TEMPER 606J-TIL ALLOT AND TEMPER FLORIDA BUILDING CODE lOn High Velocity Hurricane Zone �Y+YT'p TI Lir' A, 0 2015 FASTEN META.SUPPLY.INC. �+ BERTHA HVTM �� ENSF''•� y; A s7 S A Accordion Shutter System 1 L E C O I N e. . . . . ITV.RACE}1 W/(TR W/0 NV,WMON DAM T611T TESTING&ENGINEERING COMPANY AmaricaD Shutter System. KV asrn.t o+ ILA DRAWN ML • STATE OF 626 _VSo:RTA 3N.S,fin.3M vram GWw11.�AI O 11 4 1 Association, Inc. 1 D -182 4 13 15 OATu 3 15 (JBaJff71-Ia10.Fal I(30.1)571-1331 4268 Wealroada Drive a DRAWING No =,� o•M Weat Palm Boach, Fi.33407 a mai IN i41oi a SN €9 P,E. ISN/618M1Yy�tE/DATE Dor 2Q t/r-xml { 4 .293• Sq 693D PAaP1FD u and avw m • °� �- 8 { 13 319 ' o �• 91A59 COBmR ` W. ..L' �21 HV CENTERMATE 1323 HV LOC ®HV EGRESS LOCK OU FlED FOR USE W/HV BLADE 1 ONLY O11E0 FOR USE W/HV BLADEY FLOATING CEa 3' Ql1ALIFlED FOR USE W/HV QUADFlED FOR USE W/F1V 608}_T6 ALLOY AN 6063-T6 ALLOY AND TEMPER ® C BIADEO&®ONLY. BLADE&®ONLY. 0IFIED FOR 115E W/HV BLADE 1 ONLY 6T{' 6063-76 ALLOT AND TEMPER PLASM 14AD MOLDED 70 1.736• .9 - {. SCREW 2079' 1.753- ' � 'APTOt RIVETING 1114470- SIM x 3/4' svtTe+c y S S THUMBSCREW ]/4�1e-20 RIVNUTs SIM N 91u AaANaIM(ma.-n wm')vra�PwxE nm j CNO NUISNf,PARE E 932,AS YAXUPIY IfdD IN 1111 E03II r_.5C _I � _ PERRY TE%Ig31 PlA9PRNI lEW SASE!WIX1 OR EOINL PUN nmxr DEYAAON ® 4060 HV .T. LOCK ® HV ALTERNATIVE LOCK I OCKI FOR -r LOCK CENTERMATE QUAUFIED FOR USE W/HV BlAOE 1 ONLY ® HV FEMALE 'T" LOCK CENTERMATE ® QUALIFIED FOR USE QUALIFIED FOR USE W/HV 6063-T6 ALLOY ANo TEMPER QUALIFIED FOR USE W/HV BLADE(1�ONLY W/HV BLADE�j ONLY BLADE W ONLY. ©QUALIFIED FOR USE W/HV BLADE!)ONLY 6063-T6 ALLOY AND TEMPER" 6063-T6 ALLOY AND TEMPER 1.917 19 Y 3.161 ' 0 CYLINDER CYUNOEfl OR 063• .061 .DBY CnDIDER R n 0.675'16n. o+ 0 G IM Mm. 3 HD CENTERMATE W/OCKING ROD { (J (19� o ©QUALIFIED FOR USE W/HV BLADE(q&& A QUALIFIED FOR USE W/HV BLADE(V&& .S .m{ 6063-T6 ALLOY AND TEMPER - 6063-T6 ALLOY ANO TEMPER m vA16F5,tY tut QUALIFlED FOR USE W/F1V BLADE 1 & 'M�m L�wate 1 6063-Tfi ALLOY nND TEMPER RN OR t1/2' 00 CriOE.`ER (� Nin =N" * 1.76'Maz ®LOCKING RODA 1/{A ®HD LOCK QUALIFIED FOR USE W/HV w-(D1 •• E7� HV 1 4� -20 AISI 304 BY REGENT HARDWARE YIXOff LOCKS SER$$2}33 HOOK BOLT LOCK 6063-T6 ALLOY AND TEMPER ®HV 3/8'0-16 ACETAL V / QUALIFIED FOR USE W HV BLADE 1 & A �NSTALLARON WILL REQUIRE A 7/16'HOLE THUMBSCREWS a TRIES S.S. THUMBSCREWS / ) O DAAIILLED AT TRACKS FOR PROPER EMBEDMENT OUALDIED 3 EOM„ BU1QE)1 QUALIFIED FOR USE W/HV BLADE 1) FLORIDA UUILDNG COUE(Mon High Velocity hurricane Zone `�.?`(LP,,.:..`...,✓,9,G�i ®2015 EASTERN METAL SUPPLY.INC. a�Q�:JGENSF '•,. % BERTHA HVTM IL E e o LNC. A■S■S■A■ 11.1xAccordion Shutter System .BADE#1 w/OR w/o ILv Wtrmw BADE American Shutter bmems na»�1tm DArz IWLTM 9r: M3. 1fi W TI UT TESTING&ENGINEERING COMPANY S �(� Association. Inc. 1 OLD 11-192 4/13/15 M 4/13/10 •o P res"'�`9''Jos'.F. I-IM 351 4268 Westroads Drive z .......... (sm)a'»-1330.Em:(3os)e71-1331 DRAWING No I �)`��� ED—Ie IS West Palm Beach. FL 33407 i 15-085 ��IEDne1111;0 natty Ilc/Nte7 s SHEET P.E. SEAL/SIGNATURE/DATE e 3 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR HV HV 3/6 12-MIN. 41 I 10 OLADE 1D W BLADE 1 1 .te7s' ® NV BLADE 1A Hv wamax e1nDE .esu• --_,- .afiv3 ,0625' ® < BLADES .1975' ...Y HV LANG RECESSED NYLON BUSHING IDAKIOE08u ® Fg (MEDT o m o. HV SHORT RECESSED NYLON BUSHING P ® HV NYLON HAT WASHER OOR® �� PIAT IVRIIOtE RI; HV WHEEL CARRIAGE A5I 302-303 SERIES I 33I =4 4 n µ %�e2 so' X 0.870'x3/16'THICK NYLON WHEEL. 3 I 1 z 71W Mel Hv rpoow 0.188'0 AISI 302 SERIES S.S.RIVETS 13t5'e psis' 17300' ® HV 1 3/4-ACCORDION PIN W/88 HEAD* EXTERIOR of 0625- • T� s 3/s• t ® 500 )(V 2 3/4-ACCORDION PIN W/q8 HEAD# 4 47�• 0 4 1- $ 2-1 a, 7 ® POLYCARBONATE IMPACT RESISTANT HV WINDOW ! I TYPICAL HV WINDOW BLADE a AND POLYCARBONATE HV WINDOW DETAIL (DOR® I 4 or ® RE�OUIREEMMENISS I (j)OR® i *POLYCARBONATE IMPACT RESISTANT HV WINDOW. I I BAYER 1AAKROLON 3103 POLYCARBONATE 1MSABIC REIAENIFS AT I a� I do a�i�OE INNOVATIVE PLASTICUDM103ED GRADECKLE FOR 0 RESIN 3F 1 I QOR (SEE NOTE-F-ON SHEET 19). N.f I . (1) HV PIN®SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1� OR NNS I ® EXTERIOR POLYCARBONATE SOURCES FOR HV®BLADE. ICAL SHUTTER ASSEMBLY �� (2) HV PIN®MAY BE USED IN UEU OF®AND ONLY AT PIN®DonYlUOR EXTERIOR BOTTOM KNUCKLES OF WACCORDION SYSTEM W/ HV0 MADE•s KNUCKLE' a9aa1' u P032{' TFOR Sw[ata OftaRY I67d 9!v au3 m(6.' ou mom' BLADE WHEN CORRESPONDING TO INSTALLATION -11', SHEET 7. o a (SEENOTE E OOTE NEMENrs) Mme: _ 7YP. 1rxmL 1 wslRmcm 11a1s Z asm PZ(3) HV PIN®OR @ W/ 1/2' O.D. 1/16'THICK S.S. WASHER O P1DaRa mtc •slP mss wsnap P.L xLam P L SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. '� EeecD SHEET® I ,mom¢00 6sA1 ser, .e Pr-�! n B-0M yKVt1EEL CARRIAGE DETAIL so a "`°a� _e °"x ASSEMBLE Y LAYOUT 1� 1rLmc s9mmx.TRA Am m mIo s..L eew P+L M HV BLADE SOLID & CA HV WINDOW BLADE DETAILS N.T.S. FLORIDA BURRING CODE on high Velocity Hurricane Zone ®2013 EASTERN METAL SUPPLY.INC. L10EN ' B R HA H TM IL E C O t.c. A■S■S■A■ Accordion Shutter System Hx BA:E 01 w/OR w/o Hv WINDON BADE $� TRl.1T TESTING @ ENGINEERING COMPANY American Shutter Systems n i 7f� tiisoolation, Inc. 1 OLD -102 {u is tyleu a 10 0•, ATE Op Las Ns.3W sb a a=VIRGINIAvLmoa flEWa1 sM Ill—1(303)0T,-1e30.Fa t(.703)Q71-1031 4268 Wastroads Drive a DRAWING ND ,K •..ORIO 'tt, .� ,-mat UK_0x=n% West Palm Beach, FL 33407 ; '��08� "k,"o NAL ENG��L` WAL, ER A60 uteri E SHEET P.E. SF1RT/WWRE DATE OP 2Q •COTES ON HV LOCKS AND CENTERMATES, A \, 0 0 'f9'V" Y N S T a • '� ® 1.1NNUSi- N ATDRY CONDITION .ONE LOCK® 0 or SMALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 1z'AE10YE oR z of sH1rnER SPAN SPANS UP TO 105:AND FOR IFdsr TDNs ANr f3.EVAL NY LOCK g MAY�LSED AS AN INSIDE OR OUTSIDE LOCK.ATZED 70A OR CENTERYATFS W/(2)1/4'0-20 x 1/2'LONC RUT HEAD SA YS.L.00JOIOH OF LOCX SHALL BE AS INDIGITEO ON O f,1" TYPICPL SH7Jf[F12 dEYADON. 2*QM PERFORMANCE OR FOR SECCIRfrT UP ROCKS ORR aE USED AS AN 7HSmE OUTSIDE LOOK CONNEC2pN OF LOCKSS TO CE TO TWO aERIMATES OR SHNL BE AS WOtGiED OH NOTE(i)ABOVE LOCA ON Of LOC#CS SHALL BE AS WDICITED ON TYPICAL SFIIITTEL E.E1p710K 3. MIDMON 11 Y OR Lamm 1s— ..�IUttm Lav 1rYycci LOCIONG RODS ARE NDT REQUITED AT URRICANE POSITION.BUT NAY � � 4 � WAY ALSO BE USED AT STACKING POSITION(NON HURRICANE POSRgNli0a5 OR AN ALTERNATIVE DEVICE - +•+ UE itSL'D AT�RttER CEMERWiTES FOR Attt SPAN a It AND DbTAl1A1W % EIEYATgIL�L212 0r 69.-BE US7D AS AN WP.VDE OR INSIDE LOCK. ATTAC1ff0 TO Q3 CORNER CEN(ER1dA1E w/%)1/4 0-20 Y 1/2'LONG FUS LSM SS YS TM LbGONG RODS S wa.Nm _ AT TOP do 807TOY 5}LN.L BE 175£6.LOGTION OF LOCK SHAt1 DE AS INDICATED ON TIPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHUT,BE DETERMINED AS PER SCHEDULES SHPAM ON SHEET 12. 9N33-9 }A}g 5. .WAL_U-M OST TIONS AT ANY ELEVAAOLON..LA NATE LOLL w UEU OF 1N lOIX or FOR ANY SPAN AlN7 Y a MAY BE USED AS AN OR OUTSIDE LOCK.ATTACHMENT I gg = OF 1/4'0-20x3/4'SS THUMB5tX2EW 0 Oft®CENTER7AAES SUQL BE MADE W/1/410-2()x3/4'ALUM. RNNUT AS SHOWN ON SECTION HN'E,SHEET a.ONE L17CK SFVLL BE lR1:D AT 1/2 OF SHUTTER SPIN OR TWO I C�yN8 L; LOCOS AT 1/3 OF SHVIER SPAN. 6.EMda610RY COHalI1ON pOa ISYSTOFLF frnrmTxf! A QMSt ONE FIV I= Rx or R SHALL BE USED AT 1/2 Of SHUTTER SPAN FOR ANY SPAN OR i2'ABOVE W{BElTAW 1f2�SHUTTER$PAH FOR SPANS UP TO W.AND FOR INSTALLATIONS AT ANY ELEVATION.HY IALTC�or or MAY BE USED A5 AN INSIDE OR SEE ENO OUTSIDE LOCK,ATTACHED TO SYMMETRICAL CELOERMATrS w/(2)1/4•-20 x 1/2•LONG FLAT HEAD S.s, MS.[AGTDN OF BLOCKOTTOM Sett BE ET INDICATED ON TYTMCAt SINTER 11EVADWt.USE OF LOOKING RODS W/ CONNECTION OR QI TOP ANO BOTTOM 6 COMPLETELY YANMTDRY. RETAILS ON 0 F [ N i ! L Y ✓• 0 Y f x 61EES^70& 1B TVP.FALL, 17 "E *MOM ON HV "T" LOCKS AND CENTERMATES` OF CORNS? GENTERMATE 1' ®:oNE ALTEERNAiE IN T Lock MAY BE AUED IN LIEU OF Hv LDCa oR FOR ANY SPAN AND ®«��®•OO ®°t 1O•�� L�sTALLATW�R AT ANY EEVAttON.K TE LOCKK�jLIY 8E USED AS AN a6®E OR DE LACK ARPSJiMETH' OF ROCK QQ 7NCLUaES RAMS LFEINFORCING tOO7�R�7 AS SHOWN ON SECTM HMC,SHEET 9,WHICH MUST BE T G•®�©' ©'I�Y CONNECTED ro CENTERMATES AHa®w/1/4`s 2a x 1 1/2 LANG S$7HRFJDED BOLT W/7/B 0 x 3/32` WDM±NitT OR w/T/4'0-20x1"S.S.M,S.CRO A tf4"0s Sf6'RNNU(tDGS 88tY DtSTNLID AT MIDSPAiL OR t2" MAXVJM ABOVE AND BF1.OW M1aSPAN.USE OF TWCS LOOIOTIG RODS TOP/{ND BO1DA1 LS NANOATORf. rss�TR}1waSE- ONE ALTERNATE He LDCKB MAYBE USED DL th3U OF TYPICAL n HV BLADE SHUTTER ELEVATION HY LOC OR ..SPAN AND DATALIATIDT6 AT Ada E A„W7.ALTFHLOE Ho LOCK®MAY BE OSED N.T.S. AS AN OtSDE OR LOCK.ARACFaLFNT OF W 1/7GC 70 1S W/3/e x 3A'F.H.SS.MS..AND INCLUDES IilAO TENT WGTRi A6 SFiSWF7 bN SECTKXS TiaB-LOB AND MEET t0.LGGH MAY BE INSTALLED AT IODSPAN OR 12'MAXIIPUM BELOW OR AEOVE MDK USE OF LOC70NO RODS®IS COMPLETELY OPTION., on )gh elocity urricOne ne slat g A.7t "•,f, `,`,�P4�£ CEN ILll�9"'r. D7 zoss EASLaw MEru SUPPLY.DRC: a �3 Sic'•. /"" BERTHA�VTM L TESTING$0=-o, e. Ai .S.S. „ r Accordion Shutter System r�*= nwr Kv Bain#1 W/OR W/o KV.WINMN RAIX l T,� Amertcon ShuHar ms -"a STATE OF ENGINEERING COMPANY Systems aLsafmw wrz OPAAW Br- ,u. ` 9 N.Y. YL. aw.xxiM 0.Y,aS FlDlid aft Association. Inc. L OLD 11-192 f/13/15 CINE 4/13/16 PNme:(305)d7i-,3w.f:(a03)r32/-t617 4268 Westrcods Drive 34x EY.1 tg West Palm Beach, FL 307 s DRAWING No �a,S/OMAlti�la�a NULTLRAGLUT< PE 15•-485 P.E. SEAL itSN1 71RE/DATE DRO M`I IVa SHEET 4 5 OF 20 PouRm BRED CRETE ANcRoRS POURED CONCRETE RENAREATE REOIWRED SHEETT 13) ))DULE ON Rw"cws'O� 1/4'.-20x3/4'ss � CONCRETE ANCHOCONRS YAagNE sCEYrs (SEE SCE ULE ON �'l 8 Iva (sFF,wYfnw®tW S7,aT>) (SEE SCHEM oN Wj 7j4'-2D (SEE SCHEDULE ON SHEET 13) sNEET 13) NUfS O 12'O.C. 4 Ym. 1/41A- NE SCREWS20r3/4`55. i- MACM _ _- USING 114•-20 Mum E D.4 /2. O 12'O.G 1 .260'M- a - - oPDo7w. 1 .2w M- D•" 25W u� i Yfwma ' Ta COAs#E . �"1,wRE9�D�40 • WSIVRG a Ym m NR 1 t OR® DaSTIHc L L SEPARATION TO DLA^'".r 1 W SWARAnW TO MASS ( t �9-`!"-(SEE saE-"COR SHEET f 7) . EaSWNG (SEE sCrEDULe off SHEET tq 1 . (A) HV WALL HEADER INS' I ATION @C HV WALL H AVER N-5 i ATIOAI d HV WALL HEADER INSTAL LOTION + KEYSTONE E%ISiiNG GLAss _! (IM SEPARATION ro Cuss t 7 t ---DOR®• ` OMSCHnk"M TO anss DOMING (SEE sa®uLe ONsNEEr77)—`NA�@0 (sEz: OPTIONAL 1j4'Nat Mm.E a.- @-@O /2__ // r- 13.041. HEAD ANCIHOR$ if4F2aY3/4'SS PF6UJP6,//44`2 o OursS0IV o.C. ( u TRussHEADwaoNESGRExsPOUREDCITE (SEESCHEDULE ON SHEEr u) POURED CONCRETES,LEEr H W/1/4'-2O NUTS o i2"0.0. OR CONCRETE BLOCK COR CONCRETE BLOCKWR1 °cD (pD )tVWALL SIL INSTALATiON WEQ IRED POURED CONCRE,e SHEET 14) OHY WALL SiL INSTALAnON OR CONCRETE BWa( WALL REQUIRED -d MY WAL SiU, INSTALLATION NORL FRxx CaffxlUlDN DF mtmnrac• II�ESHEET 4 FOR TYPICAL SHUTTER .E R=EDGE�,,„� INSTALLATION DETAILS W/ •SEE uu Awns of USE FOR IN ANY WAY 7 SE DNS cvL BE couBND (SEE SPECIFICATIONS ON SHEET,3, BLADE 8 COL SHEET,9 C1� H V BLADE IN AMO WAY To SUIT ANT msrALUTDN. �� �_..� CODE Non High Velocity Hurricane Zone •���(� 11T�,,� A 2015 EASIE M METAL SUPPLY,INC. - -��---- �+ BE VTM _* 111. EI C O m�. �7 A Accordion Shutter System Amertean shutter syete o Kv BLADE#1 W/OR W/O KY.�itoaBAnE o: S AT itllET TESTING @ENGINEERING COMPANY x" COY 0 xN Yt 1443 auf L6 wn F 4t.No.YAGNA xaD&H0.4Q4 as, Asacelation. Inc. , OCD 11W1192 f TJ 15 tNtE a TJ 1s )571-13Tt 4266 WestrOade Drive a GROWING NO 4iAbtS11fONA���iti`` aL1 a 1ua7an P,e. West Palm Beach, FL 33407 ` P,E, 5F270166I�TURE DATE FLORIDA UL.I w1w SHECT POUREDCONCRETE (SEE ON SHEET u) ads ' 1 un *..ICRLII RE"""DF]GE 6 a mei'rmm )sueEtAPPLICABLE ETas imam IMATION 100/4.11OT WASHER NEW OF TEX sAsys o 12•a.c 8IFCOMETE(SFE SC®WE ON SKEET 13) EDGE aF SLAB IF EE1(61DKGEDGE Oi EDGE OF APPLICABLESAB F ,2 1APPLE BLE pa. E ppU(� 0. FUT M/al ^ � (SEE SCEDULE ON SKEET 14) REOURED -I aiUa69® REOU1 DR @+CO E p O. � (SE SC EDU1E ON SKEET 14 11 .TRENCH INSTALLATION VAUD ONLY FDR UP TO+70.-75 PSF ASA. ® I FLOOR INSTALLATION t OI HV WALK-OVER INSTALLATION DESIG ULEt�ERAAT11 NG&FOR SPAS PER ®HV CEILING INSTALLATION Dm ou sFn,.,o. CONCRETE ANCHORS Ea. (SEE is ox vro ® E"ISTNGEISTM nnraa of 1/•ro svrtRa I 1/4- O�1DIO ' ' Q/g� Ty EAstEEvs DEW+«bods./ YVf. —' GLASS -1(a m''"•�['u q• 1 t a/I 1M D[Q•0R.C UAW a.1O n) nc rd+,n m c-a swa wo D e At/ro e�u'�ac w n 1 I' ,/4- 1 9WNRA N"'E ON EIA%. IT,Pa(� PottRa sHTEr 11 3 W ,uy g 3 J1mu/a•Asx H w @ YLlSFHER IEAO ma.siTARr 11d a 1mf IKAD t •a. 1 Aot leElf12 t 3 8• a 1 1/4•r2ma/.•53 Is TPj14.3/4- SCREWS o 9•O.C. -— 0� #14 4" ens _ I �'1/4' /•'gym wn OR,/4•r2n ss M.S. OA+CRflE AtlCrt>t+, t _ 6.7 a o s•a c 1/1 T'//4%20 O 9'O.c ' (SFE SCRDAE ON 4. 1 •`.c DmINa NOM SITM11aWL ISHEET 14) 7 m 18 .,.2.OD-ilOi NAL iR.1(CLAiAD•E _—_ qip_____� O t/z' t• 17 10 •'•,t: g.p: EDU EDGE OF J14 /4-F.H.SD.S ter,YN'� i0.WlT aYua]C SLAB F O 8.O.C. 'H 1 7 9• t 7/E" 1 CONC RTE ANCHORS NOTE 13(b) :+L.• `a.:_.`'., ,SWtm PpDHEO CONCRETE (SEE S040XU ON ON SHEET 1�x�CONCRETE ON SIIEEr 1xb' •e.�.•:. •."':.•. 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FLV.RADE r W/CR W/O NV.W INCON RADE ;wa American Shutter Systems ® ra o-, - G: u� A'•, JIATE OF •�` TILLIT TEmNG R ENGINEERING COMPANY Association, Inm E aD TT_1g2 3/1315 DaE: 4/13/15 4Ta 1z—a•—x —CREDO..—vA 4268 Westroads Drive : -- gyp:-{,6rt Rea.:(3os�t-tmD.Fa:(wa�1-1sTt DRAWING No ��``ap� e-n I, West Palm Beach, FIL 33407 s 15-085 Agrr TONAL ANAI�� nnlam•Li</w1sA a SHEET P.E. ;k'L 9I9N11URE/DATE a 7 F 20 SEE END WALL CONN 10 is SEE MKS ON LmQMa 8065®.KW Lacs©aO OUT 9t/ IN r�E>osrvGGASS INSTALLATIONS Wf� HV **ANa"'D TEwL=®a'�Ta i/ 9/OE SIAL(DETAIL NW s V.WG FAR ALL BLADE W HV CENTERMATES cam——-,N SEG i °`®GLA ®p1 OR SEE END WALL CONNECTION )p 1 '®An®•®°„©.®., ENSnNG GLASS MAILS ON SHEETS 10 & 18 O♦O•©°1@•Q•®' L---------------------- -� a ------------------- --- 1 I O ® ® ®a® 3 1/4 7 6 1/2 Y z-a•,1/a1O•-z 8 1 5® ( OPPOSING SYMMETRYCAL OOBT-TB ALLOY)ALN. a®' ANr1L W7(2)1/4-0 TAPCTN I ANQATS TO CONCRETE CENTERMATES c CE T R ATE. MIN sEPAMTpN (TOPIDOTTOW)a Jtma/a•S.M.S.0 12• W/ HV LOCK r¢O) to GLASS (a)JmY/2-sus.m TIRE i O.C.rULL LEMGLrt. W/ HV LOCK or�*` (SEE Sim u FAa1 AAN.TE(TTP) * ON SHEET,1) 5 _ ®� * 35* IN T * . I k 1 1 r ® OUT ®a ®.©.baa fo•®° 0 fo�®°® ©•®� HVA ® HVB Ow©•�'a 1 •®' DaSTNG HSPOURED CONCRETE CONCRETE BLOCK W°� ©.p.©a©•p.�l ____ fo�(25 �__ _ ®�I SYMMETRICAL IN � ®�•7 •®° YN srPARa1DN---- e•®®®•®•'�•�5J`c 1 ASS CENTERMALE * ®'®°®'®m®'®� (SEESa�¢ouEE 5 ®a WW HV O ) ©.®m®.®m®:® ON SH EET 11) NN. 7pN ©«® To CLASS (a sEEE IN OPTIONAL ( ) ------ ---- ------- —-—-—-—-—- OUT CONCRETE L- --- 1 1 T ATxataKs e --_ - * ,6. 3 vAmes N or 3 �« * a ® 'E9' u® OUT B,/x•YAfL Sl/n( OUT (oau"' HVE HVE** HVD ROM W111MNG CODE on High Velocity Hurricane Zone �A 0AI1IA LTIC rrrAyi, O 2015 EASTERN LVAI.SHPPLY,M. Ir IL E C O Jtr(. A■S■S■A■ Accordion Shutter System �= KV.HIDE/1 W/QT BERTHA HVTm W/0 RV.W=#BLADE E- TRAIT TESTING t ENGINEERING COMPANY American Shutter Systems IRXX stflPl m 1Y. .el STATE OF /a axa Ne.ao.,0.ew aT4`RAN FJWa°.'t°'m''=114Association, Inc. 1 OLD 11-193 R 13 Ia DATE: a IJ 19 ,j)•;�Q. H.ro 1(.307)071-1370.Fa 1(W5)07I-1611 t Pal WEe Beach, L 33 a pRAWINC N0 q�,t•'•.F�ORIOP,.�AA��� '""""'tma4oeai4.n West Palm Beach, FL 3J407 a �•MAF'S. 9I .., ��6`��.� WALTMrLM4 �IT k,P 5H 085 P.E.STiWT6'FE/DATE a ALTERNATE IST " LOC o tiv MALE/FEMALE "T" LOCKS CENTERMATES LOCKERS `t !Ml()HV BLADE sit END `°""Inns"GUANs ON SNEM 10 t ss INSTALLATION(1)HV BLADE OUI IN '��a MEQ@ «+a NF.�11m a �, W,[ HD CENTERM9TE5 03 QW =3-15-049- -(� O O,�ab,T�"CY•d9� a xaE ws fi,N1NkN ffuaEalftiM.NO}•Ma. a 6•7 8 1 apCom a vas swEr,fur¢lam wIN tis N.I 0 3-15-y49— asrutun+rxr salwa r 7R�stir. 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Inc. f OLD 11-192 4/13/ wle 4/13/15 Ph-:{sos>e7f-fsw.Par:(305)571-1" 4268 Westroads Drive 2 DRAWING No West Palm Beach, FT_33407 s 15-oa5 'r�+7frS/ONAi ti���" awam w°B 00Diau�/a.P.c + P.E. 5 " IN,NiRURE/DATE nOt�"`.0 u'R' s SNEEr + 9 OF 20 POURED CONC,d?,E OR POURED CONCRETE POUND)CONCRETE COtIC,7EfE CC•E�TE&DCx ruI OR CONCRETE OR CONCRETE OR CGNCB-IE REOUIPED 1'AOCK WALL FIRIL EU BOCK WAEL,REOUFRED BLOCK WALL REWIRED� PSISNNG GLASS EXISTING GLASS OJNCREIE AtICYW ` f 0 16.O.C. /'E7GSIMG GI,A[5 "' "--7 / 'ij'' p• E7�(ING GT(''A5.5S VAc Y ECM. 1 fa.ST N1 m J LIM.STPARMON (• �r r 7 a am EO EO TO QAM(sm i t�ZION16� TO OA:S(9E ,1N.SHavim R SDflVE W SIM 1176-x3-Mxx. 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ATTAORIID TO SIDS N (SEE SREDDIE ON SEEEr 15) PLYWOOD ro BE ARI]®ro S11A5 BN AIDt)RDWOE SECRON 2308 OF WTsH 7HE 1AADE ON SLEET wm,sEcnoN ewe of TOE Fac � � Q HV WALL SILL INSTALLATION •stE�'���OR' ©HV WALL SILL INSTALLATION ROM BUILDING CODE(Hon High Velocity Hurricane Zane 0 2015 EA-ReN METAL SUPPLY,INC. ``a�`a�EP.A 1.((%AyA HA VTM �'�s'•' IL E C O I■e. A■S■S■A■ HvaxE rW/ORR KV.WINMtter ySAX t '+'!••AO"'" 7 TILUT TESTING h ENGINEERING COMPANY American Shutter Inc.SysW 110 19 A o Y.L 39n 6t,9%=VEGOM GAIMM n01MA NI Asaooloiton, TIa, 1 qD 11-182 4 IJ 15 DATE. 4/1;3/15 PlW,le N(3D5)a71-t57o.Fa4 N(JOS)aT1-tut 4288 Wastraads Drive 2 DRAWING No s ;�4y 4-®�oD°o°f°o � West Palm Beach, Fl 33407 - 15-085 ATE rLeRaA u6./444a SNE MAX, SHUTTER SPAN L+ OR L- FOR INSTALLATIONS INTO WOOD WITH HV RUDE n ONLY SHALL BE LIMITED TO 105.0 psf. AS& DESIGN�RESSURE�ATING SEE SHEET 19 FOR MAX WALL FINISHSPAN k DESIGN LOAD FOR INSTALLATION WITH BLADE 1 dC A WORKING IN UNISON 1 4••TAP.OR lv r(1cn.)COMING 0- 0— z HnTt APGN1 WIM ADVANCED WOOD BEAU REQUIRED. (IF APPGCABIE) 1NRFADFORM TECHNOLOGY W/1 1/2•w,,.PENETRATION 1/4••-20:3 4•S.S. OF DOSTIAL ADEQUACY OF THRFADED ATEA ro / of EASTeTG wOoo EIFA11 E]O THR WOOD HEADER 1' PHBL11P5 TRUSS HEAD TO BE CERTIFIED Br EQSIWG WOW SEE SaED1OE ON 51aEi 15) YI, . 1NCHNE SCREWS REGISTERED ENG04IR OR TRUSSES OR ( w/1/4•-20 NUTS ARCHITECT PRIOR roRAFTER a 24• I9 - e 12.O.A SHUTTER P6TALlATION. 1/z• 1/z O.C.REQUIRED 1/4'0 TAPODN OR E)aST1 somr TAPGON WITH ADVANCED 3/4•U—THK ,Z Mr' THREADFORM TECHNOLOGY > I I — 9 1 i 2•IG,.PE TUUTDR Ll 4f/4' 'Pn/a•wFw.atuY.TUBE (vs -•I E%NTNG WOOD HEADIER Sms eas3-rs (SEE SOEunE ON SFEET 15) a s'o.e I 1 or or© 3)5/1s••TAG satETls ro 1 or 1©or© LOCAT I RAFTER OR wets E LADsGM AT I YmwanT of ENDasrelc wood 1 `ADU9TING YIN 2•A4' 1 I OPEHIRE AT EACH MZUBE W/2, NOYRIAL E)W G HEADER REGO WN.SEPARATION 1 N HO TO ACCEDE PnlE1RATla1 OF 1HRFADED �� EDUE ON SHEET N SHEET 11) E70511Nf. 1 5/16.0 LAG..CREW MFA VALD FOR 1 AT CERIER OF W2 INSTAUATIWA WITH 72p1 w � MAX ASA DESIGN LOAD ANO QS HV WALL HEADER INSTALLATION 5Om1E a BEET —fp a-D MAX saM THIO I CHAS lsE I m CHAS ryE DISTAUATION IS ONLY VALID I�loi 9ADE mN0 11 RR 9IOE aNMD FOR MOOD W/MN.SPECM I sm+a rm t�OR , a mm 1s rw GRAM OF AS OOUMAS minS m. I HAmSmIs ♦ FIR OR No-2. 1-SFE s¢r 4 HM DWYL SIAl1IE,+ASSDaBLY a s OT HV CEIUNG INSTALLATION U HY COUNG .TION IOL sTwamm+ —0011®• YDL I 1 1mL SEPARATION TO OVSS n��w (D -I O� 1 I I (SEE SCHEDULE ON SWEET 11) I a sE3r re Rn (�SaEDIAE ETasmH 1 �I R.•oLsmn@ \ IDx sEET)0 �1 I NMITa1oR I I 8 I I \ LDOEnoN �^"G ITIT FINISH I I ,y4• 6 7 I 3 /1053 4 FE t LAIw I I I 2 a6•Mw. HEAD TEN ( oEa SCREWS o 12.O. (No Fa+Lv1 OR 2•as'YW. (He. DECK REOU (NO FN191 ) 2• 1 OF -- EDGE OF 19 EDGE1DECK IF IF APPLICABLE �---� 1. 1/4'0-200/4•SS. 1/4'•TIPCOII OR PHIWPS TRUSS HEAD JYI. Yf�WN YM ADVANCED ' NADIINE SCREWS 114.0 TAPCON OR TA{'CON WRH AOVMICED 2'N'CaM. .' 2•YIN. SRL PUTE -•E TRRrADrORY TECHNOLOGY W/1/4•-20 NUTS 114' APCON OR TAFCON WITH ADVANCED THREADFORN 7FiREADFORM TECHNOLOGY W/1 1/2'Y'u,. w. «: w/T 1/2•w,.PENETRATION o 1r O.C. TE NOLOc/w/1 1/r Ew.PENETRATION of THREADED _2.1°"' PENETRATION OF wmDADm OF wwEADED AREA roAREA TO COSTING WOOD HEADnt(SEE E� W HEADER ro E]DSIING wood 1EADER.(SEE salEouLE ON SHEET 15) SCHEDULE ON SHEET 15) (SEE SOCWLE ON SHEET 15) SEE LNIT 536Et�X HV WALK-OVER INSTALLATION QV HV'WALL SILL INSTALLATION BL.DE oN sDEr 19FOR WO HV FLOOR INmLLAnoN FINITA CODE(Yon High Velocity Hurric a Zane A /�!%'''. 0 2015 EASTERN METAL SGPPL NO., ......,.. BERT ,a V IDENSF '9� IL E C O 1l1,. A. .A■ Accordio utter System HV.RADE j1 W/0 HV.\MNOOW B.A� * *_ American Sh1rMe ms ®RD. mTE DRAW„W. Ll TILLIT TEMNG n ENGINEERING COMPANY Assoelationa Inc. IOD 11-192 4/13/1 DATE 4/13 15 z 9'•• V h .Q c my a.:zm.a. 3m,.u,.A u�aaas.nnm\3S, (30e21-1530.Fm:(305)871-1531 4268 Westroads Drive 2 DRAWING No ''''•'�eCss-, G� ��`` lar<msaacwn West Palm Beach, FL 33407 3 TONAL EN ..� r/aww wu T 3.PE 4 15-085 ///NF \a\\ FLORDA TIa/441er 5 SHEET P.E. SEALfU1�AYURE/DALE a 17 OF 20 END INSTALLATIONS HV BLADE OR WINDOW BLADE INTO 2"x4" MIN. WOOD STUDS seas�0n xw LHA aaKO 2zz AP-0 SAWS ,/4Y M01 SEW AE3A Y4f YN Tb \/ 'UZ/lu'�v/YM. i iD91 W1 namc aAa r nI•�m®' seas Dvs."a flame:Ass CHan,ae aKS H / / \ /m \\ . m sarraaio, ,?LK cm � / \ LN SOrRm, ��� 1Mnre0m ,arm u/¢m 9muL��em6Mr '�io�m�Tn," cTMr' /184T 1��Qm9D °ie�ai® �M a Va',w� mmme® 4 a� a asan,a w, ,w wuc�amac , � I o�sm•® I aysm•® �re 0.0-ua „,D,1lAG•SLS --- /�, Tad=2m 5 4 Asa 0R QA' g pAO�A, 1 oR®• °"® 1 IOL @' �-o-o o-©�•cs� m "o• .o-o o-o- . o--o 0- 0-0'0-©•0- aa>E m1RWa¢ o•o•at-©•o•®- �a�®-0•t�•0- ©•o•o-o•o•®- o•o•o-©o®- 0.0-0-®0-©- ®•(�-Q►®.o©- ®•0-0.0.0.0- 0.0-©®o•©. o•o-0.0-0-® a®-®•0-0•® o-t�-0.0.0•® END CONNECTION DETAIL® END CONNECTION DETAIL 4) END CONNECTION DETAIL 09 END CONNECTION DETAIL SM1g '/�~w/a,/3•a•M1 SI6 4G`u e s aA.ss� ,vznLa•rr Oc •,Y ac w �� ♦SEE ELM Al10Nb OF 115E FOR n m,oemwo 4 4 BLADE(9ON SHEET 19 m ma� --- -- 6 DAom�aR 5 aeL Oa 4 4 0-49).0.0 rimo•®•©-0.0.0- o•o•�•0•0- 0•c�-0.0�•©- 0.0.0®'0•©- ®•0-0.0.0•® �•0-°'�'® DETAIL x END CONNECTION DETAIL(0 END CONNECTION DETAIL Q2 RNORIIIA BUIIUING CODE Hon High Velocity Hurricane Zone 02015 EASTERN METAL SUPPLY,INC. BERTHA M TTA CEN l✓° L E C O 1.6. A.CHS■S■A. TLV Accordion Shutter System RADE/1 W/OR W/0 HK WmN RADE • ¢/A3/�I '-'s'�P��'i���ES's9a.kNRIDP,Q,•��t(`�*�S- s+ON, 1B American Shutter Systems nuTE5TN0 A ENGINEERING COMPANYT Association, Inc.x 7-1530.Fw:(x5)87(-1531 4268 Woatroads D(VOx"Z West Palm Beach, FL 33407 ,O , 3;1 aocExTv1a-lIao•z 1 D1A3(s DawRRAAD W5 INB—W4G/0TNYa8o.L T5s WALTER E/DATE FLOM Y�44107 SHE - G ® ® (P 1.Mall ASa DEAN PRESSURE RA TM+110.-110 P-f- I 2 MAX SHUTTER SPAN W &ALLOWED YOUN TIM A D.G t N ON SHEETS 4 7.AS WELL AS LIOLMNGS M.O.T.U B■ON SHEETS 16&17. OFT @IfpaMTES 2�®TBa1N N/ CR ACE ALLDIED W1fN�1 O�OO 4 (�j AFWl�Oi A y ON IA O CASE 6 apPt�UC �GofofUW(,1p�q Wsr aE v1aLOm aLY R ExnRIWi ADtes SmE Oi 1 TYP.G END S(/�FTY W4a)OW BAOEQ SIWL OET NEAP A IODYUY OF 5 OPF7®If.S (Y/GLOMES)FTM®PER BAER SPACINGS SHOWN ON SHEET 4 HA%.]aDWMS (B)WX.CTFNWSE TOP OR TODDY EDGE OF RA VW=W BADE© IMX.5 R fIV 91 OF ANY YI HOLE ION LtQ SINLL FE 1Y. ALLOWINDOW BAGE® (C)FLSST OR L§BADE COMING OUr EIOY STAMM AT n0S MtY DER"MN00W GLADE�I/�1 TA (0)W WOUOW tiAOE®WST E USED ALTERNATE 10 A SOLD IN BADE iQ 1IH1011C10N S1111TnY5 1MOIIL p (F) SL1YL AWPYS E INSTALLED AOWYNT TO A SOLxl IN \t.gaqx TEAS 1 R EITHER SOC OF 71EY SEE ETA 1-0 34 (F)POLYGYGLONRE IN WIDOW®SMLL E Q6TADID SO TARS FACE SEEEND p THE OfaeOR OFTHE OPD®6®C P OTECTED.FN WINDOW Wsf ECONNEIOyKINSTALLED AND EeoDn USWO A IN SETTI G TOOL BY ASSA a a nA1 ipGlR. pp�E° a SE ANCHOR SPACING SCHEDULE FOR E6WIAIIC S INTO WOOD FRA"E ERXD0/G:ON BEET 15.AS LIMITED BY TAN AHO DESIGN LOAD(SE NOTES TYPp S 1 A 2 AOO.%E - e F 7.SE ALCOR TACM SCIEDIAE FOR THSYIlA1101S 000 POURED CONCRETE OR CONCRETE BLOM Va ON SEATS 12 a 13 AS LBOm BY TAN AND DESIGN HMD(SE NOTES 1!2 Ate. ($E &LOCYOI STPAOaIOI TO GLASS SCmOE:PER ASTV E-1888: D H wM Z L SEPARADOI To GLAM t-nw3 1 FDm,NGGLASS $IEITATION �141mLEa T70, GLADEm 4 R$ =CD 0 ------------------- -------- �` --- -- ------------ --------------- MMIM 5TTP. t t `\ 4 (SEE NOTE 4 AD" 6 1 / -----\ \11 ® TMP. m � 'ESS® W%OW( NOTE 4 ABOJE) `PLAN' \ / TYPICAL CII HV BLADE WORKING IN UNISON WITH HV WINDOW BLADEGAl SHUTTER* ---- N.T.S. H.DPoDA RUINING CGDE on High Velocity Hurricane Zone tAALAg111111I11U///IhA,' O 2015 EASTERN KETAL SUPPLY,DIC. AccordionShutter Hr System 'L E C o�■c. A■S■S.A. KK TRADE/1 W/OR W/0 RV.1VDDOW HALE TILLR TESTING&ENGINEERING COMPANY American Shutter Systems o®rtnN RATE nAw1 rR Y $TATE C aTv Hu m LL STa 310,tmst Gvmg Oa®t 111 Association, Inc. 1 OLD 11-182 4/13/15 MiE: 4/1J/ls po F DF—� ;(�� yb -(3�t_t9, 4268 Westroads Drive x ORAYnNG No West Palm Beach, FL 33407 3 i','�S,S•• G\C��� 1FATEII A.TLLLR` .PE. 4 15-085 1FE/DATE nDR-u�!,4,m s SHEET a 0 11/210aU THIN ,� INSTALLATIONS W,/) HV BLADE A HV CENTERMATES IGn AS.A-653 GRADE 40 HNI:TN SNaSR 1a-aa 43b INTO METAL STUD WALLS * a - �L© 47475• * 19 ® 1/4'a NOMINAL GENERAL L1MRjONS AND CONDITIONS OF USE ALUMINUM SLEEVE 1 s 4}a,/4•,oau•twOt,R. 43e ' 430 12 ',o-e • FOR BERTHA(1)HV BLADE ACCORDION SHUTTER 6063-T5 ALLOY +++•6,m+ aNRa o s oz o e o.c rt SYSTEM INSTALLATION TO METAL STUD WALLS Am A-4U taADE.o lu,.c-eo T--r SEPARATION TO GLASS SCHEDULE X00°• �a�u�vCAt)®rASTD®ro mDs MTOmnTe tEQaIXrn QFA¢sAPRxABE T 1.MAX.A.S.D. DESIGN PRESSURE RATING: +76, - 75 (Pn ) 2.MAIC SHUTTER SPAN:84- 1YR1D ZONE NWIIIUY Lel svA+ATpN 3. Q ON THIS SHEET. AS1L E-1898 TO GLASS O��"+'- SEPARArION FXSnNC CLASS- ALLOWED MOUNTING: TO C/LSS (SEE Sa+trnTL ® 1/4'/-20X3" BOLT 4.ONLY ENTERMHTE 21 W/24 HV LOCK ARE ALLOWED 1 THS 3 t- �') WITH 21 ARRANGED A ETRICAL LAYOUT. MUST PENETRATE 43c 1• I USE (2)A(6-LONG, MINIMUM) MUST ALWAYS BE 4 4- T 3/4•.o t/4•.ams•Tb0(Mn FLNraI , J INCLUDED AT OR OR INTERIOR ACCESS SIDE OF 1�7Y cart.mv.STEEL TRACK C.:m As AT'Rlf%LAE JJ__lll CLMERMATE 1 .�_ I- �• ASHY A-65F GPMC Q., c-00 a1LVAF®nASRNm ro SOD^ ��- �c W (z)/e.T/z•TEx sam5 aR I ISc I3o D�QODR a Ex,woN FACE ' 0 s'oz o e•o.c 1/4-a-ZO THREADS • .'i� *II` BLADE SLACK DETAIL HVF IS ALSO VALID FOR ®I/4"0 ELCO CONSTRUCTION 1/x r2 CENrERMATE©i APPLIr�nDN wrnt BLADE(D PRODUCTS FAB-LOK HD EE o !3b h1 :iTARIES,` a 6.O.C. 1 /SLY A-QV auDE 4a -�,• .., COMPONENTS a°0��', ' :`.1 MS WALL HEADER/SILL INSTALLATION EtOSTMC FUa9i As SCALE,3/e-=t- 1. (TTP.TOP A BorT ) _'7 -_- -- - --------- -- 13/4Sa 1/4-,0.035•THOC(16n L-E7bTINC Oh55 _ _ _ _ _ _ _ F-6 SFII TRACK40CHC-60 /STY A-W3 DUDE 40 Yu,.F60 :... ......,.- SYIIMETR(CAL - SYMA1ETf2YCl(L ANNEL I,-•, 1430 436 43c..-._, , - - - .iaL`.�s�,vuioei ! s.;..: ,';'t nm6m a E1(faRW FACE CENTERMATES W/:.' CENTERMATES W/ rocas z ,< Sc EXTERIOR ACCESS SIDE:'; �•�' :INTERIOR ACCESS SIDE".�, .-'�I 4 "' IN (6•Min.) IN 4 12 Y 2)42 1 21 21 L I 21 21 1 LOG AT 12 Liv HEADER/ f)ms VIEW Y 3 (6-Nin.) 24 * SIDE CONNECTION TO TRACK 1/Y RYR Y 7a 1/2,MAX SIAa( (cont) HYA BLADE SLACK DETAIL HVF HYO IYQ ROPoDA BUILDING CODE(Non Nigh Velocity Hurricane Ione `t`t,OlulAllNlf�//ryY 0 2015 EASTERN METAL RIPPLY,INC. BERTHA HV-Tm L E C o 1■C. A■S■S■A■ Accordion Shutter System JJ� KV.BAX;1 W/OR W/0 KV.W DDW BADE (1' •;♦r9 1TWT TESTING k ENGINEERING COMPANY American Shutter Systeme meAmloH, OA WAaD YL. = S=Nt 3pIA a EL,.303 r,c,1„v/eoNs ruoKDA 331 Association, Inc. 1 OLD 11-182 4 17/I3 DATE, 4 1J 1 q�TAT�p�a- R-, ra 1(35)371-1571(3])071-tSW. 4288 WEstroeda Drive I ?4/,0 Rlpq,�'�4A`� E-mWLEwwoLaGa, West Palm Beach, FL 33407 a DPAWINC No %y/4($S'.......••�p�N`N,a wlot A 1MLT A.P,e 4 15-085 P,E,5PAJ17 iNtt DATE FLOROk LHm!utv a SHFTT