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HomeMy WebLinkAboutProduct Approval Pagel o -Florida Building Code Online r ,•, c C s � ! 41nke � Search _ Bosi • 'FBC Staff t SCIS Site all BCIs Home- :f_o7.7 User Registration' .Hot Top,, { Submit Surcharge i stats&Facts Publications Florida Department Busines ()7, . 1 USER PobiiAPpUseroval Professi na ((cation Detail regulation Product AMeng>Product or Aopilcation Search>Ap�tication ttst> P FL389-R8 FL# Revision Application Type 2014 Code Version Approved Application Status Comments Archived American Shutter Systems Association,Inc. Product Manufacturer 4268 Westroads Drive Address/Phone/Email West Palm Beach,FL 33407 (561)209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative' Address/Phone/Email Category Shutters Subcategory Accordion Evaluation Report Registered Architect or a ticensed from a Florida Compliance Method P Florida Professional Engineer C, Evaluation Report-Hardcopy Received Florida,Engineer or Architect Name who developed Walter A..Tilsit,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 [,! Validation Checklist-Hardcopy Received Certificate of Independence FL389 R8 COI HV ACCORDION Cl 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 https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx... 1 i` f ,` 1 �3 0��` orida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option D i Date Submitted 04/29/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/07/2015 Date Approved 06/22/2015 Summary of Products FL# Model,Number or Name Description 389.1 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks Blade 3-(Non-HVHZ)-Drwg 15- (top and bottom)for storm protection 086 Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R8 II A.S.S.A.INC. DRWG.15-086.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 12'-7"for 35 psf FL389 R8 AE A.S.S.A.INC. P.E.R. DRWG.15-086.pdf positive ASD load and 13'-0"for 35 psf negative ASD load Created by Independent Third Party: Yes the HV3 blade w/o window blade,5'-2"for 110 psf ASD load for HV3 blade w/o window blade and W-11"for 62 psf,9'-6" for 55 psf HV3 blade w/window blade working in unison.Max.span for HV3 blade w/o window blade for installations into Metal Stud walls is 79"for max.ASD pressure rating of+72,-72 and 84"for+64,-64 psf.See sheet 5 for other spans and ASD pressures. 389.2 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks 1 Only-(Non-HVHZ)-Drwg 15-085 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R8 II A.S.S.A. INC. DRWG.15-085.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.odf p.s.f negative ASD load depending on centermates and Created by Independent Third Party:Yes locking rod configuration for the HV1 blade,8'-0"for+64, -72 p.s.f.load for HV blade for Keystone mountings 7'-0"for +75,-75 p.s.f.for metals stud mountings and 8'-0"for 110 p.s.f.for HV1 and HVSA working in unison.See sheets 7, 11 and 20 respectively of installation drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks COMBO-(Non-HVHZ)-Drwg 15- (top and bottom)for storm protection 084 Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R8 II A.S.S.A. INC. DRWG.15-084.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. Max. 16'-0"span at 30 p.s.f ASD load FL389 R8 AE A.S.S.A. INC. P.E.R. DRWG.15-084.pdf for Blade 1 and 18'-0"for Blade 2.See schedules on sheet Created by Independent Third Party: Yes 12,25 and 28 respectively eadc Nest 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::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: ® eCta_k ,_ti securitc.0,_i a w, https://www.floridabuilding.org/pr/pr_app_dtI.aspx?param=wGEVXQwtDgvYYHH2vJvx... 10/7/2015 GENERAL NOTES: 1,BER04t H.V.ACCORDION SHUnFR SYSTEM SHOWN ON THIS PRGDUCr EYALLAON DOCUMENT(P.EDJ HAS BEEN VERIFIED MR COMPLIANCE IN ACCORDANCE WITH THE 2014(50h EDGION)OF THE FLORIDA BUILDING CODE TRES ACCORDION SHUTTER SYSTEM SHALL NOT BE OJSTAL.ED AT FGGt VE I(,,NUODCAiE 70NM p r DEIGN WIND LOADS SHALL BE UEMSONED AS PER SECTION HEED OF THE ABOVE MENTIONED CODE FOR A BASIC WIND SPEED REQWREO BY THE JURISDICTION WHERE SHUTTER WILL TABLE OF CONTENTS BE INSTALLED WITH A OtRECTOEpLIr(FACTOR Kd-0S,%USNG ASCE 7-10 AND S AU.NOT EXCEED THE MAXIMUM{A5.D.)DEIGN PRESSURE NATNGS INDICATED ON SHEETS 11 THRU 15.19&20. IN ORDER TO VERIFY THE ABOVE CONORON.ULTIMATE DESIGN WAND LOADS MERNMED PER ASCE 7-10 SHALL,BE FIST REDUCED TO ASD DESIGN WIND LOADS AREA.1: HV BLADES OD& dA BY MUL17LMNO THEM BY 0.6 IN ORDER TO COMPARE THESE W/MAX.(AS.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRil 15.19&20, GENERAL NOTES SHEET 1 IN ORDER TO YOM THAT COMPONENTS AND ANCHORS OR THIS P£D„AS TESTED,WERE NOT OVER STRESSED,A 33 X INCREASE N ALLOWABLE STRESS FOR YAND LOADS WAS BX USED W THEIR SYSTEM COMPONENT'S 1-20 SHEET 2 ANALYSIS.HOW013L A WAND DURATION FACTOR CO-1.60 WAS USED FOR VERFICATKW OF FASTENERS IN WOOD SYSTEM COMPONENTS 2"7 SHEET 3 BERM N.V.ACCORDON MARTEN SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VEWRED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE HUMMED CODE AS PER TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 ATL REPORTS: - ' TYPICAL WINDOW BLADE&WINDOW bLTAL -FW BLADE 0 fO214A1-03,#0715.01-03,11004.01-03.01214.01-05.#0317.D2-08./0609.01-10 AND 10210,01-11 AS PER TAS-201,TAS-202 AND TAS-260 TM PROTOCOLS AND ASE-1886 AREA 2• W BLAME in AND W W(NDOW BLADE AND E-1995 STANDARDS(MISSILE tLVE1 D,WIND ZONES 1.2&3)&01220.01-10 AS PER TAS 201.203&260 PROTOCOLS LARGE MISSILE (WHERE APPLICABLE) -HV WINDOW BLADE 0 10505.01-08 AS PER ASPM E-1886 AND E-1986(MISSILE LEVH.0.WINO ZONES 1,2 3)BASIC PROTECTION ONLY AND#0723.01-88 AS PER VS 202 PROTOCOL. TYPICAL SHUTTER ELEVATION&NOTES ON LOCKS SHEET 5 INSTALLATION DECALS A-F,CONCRETEALOCK SHEET 6 2 FIV BIAOE( AND HY WINDOW BLADE Q ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERA uwATONS AND CONDITIONS Or USE WOCATED OT SHEET 18 INSTALLATION DETAILS G-1.CONCRETE/SLOCK/ SHEET 7 .. .. ... - - .. CENTERMATE DETAILS ITV SHEET 8 3.SERUM N.V.ACCORDION PILLS(1N SCREWS),USED AT BLADES KNUCKLE AND FOR DRELT MOUNT CONNECTION TO TRACKS SHALL BE#1412.75-AND#14X1.75'REEPECTNELY,4tD-Hi'MURMUM SERIES GF.MEINMATE A7ERNA7'ING DETAILS EIV SHEET 9 STAINLESS STEEL SCREWS WITH 135.0 keT YIELD STRENGTH AND 180 W.TENSILE STROMM.FINS SHALL.BE COATED WYN SSYTHA EN OACROSHRTD COARNG SYSTEM AS MANUFACNRED'EST APPROVED -. .. _ - COATING APPLICATORS,REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.NNS MUST BEAR THE NV NATIONS ON THEIR HEAD. 4.ALL ALUMINUM MI USIOFS SMALL BE AJ.UMINUM ASSOCIATION ALLOY AND T061ER AS WDXATED ON SHEETS 2 AIM 3.MMIMWM YIELD STRENGTH FOR 6063-TB ALLOY6 309 ksi AND 35.7 61 FOR END CONNECTION DETAILS 1-6.CDNCREfE/BLOCK SHEET 10 6005-TS,STH,. ANCHONCHOMAXIMUM SPAN TABLES R SCHEDULE-CONCRETE&BLOCK SHEET 1 SHEET i A12 5.ALL SCREWS TO BE STAIMESS snn 304 OR 318 ASI SERIES OR CORROSION REIUSUMY coAxw CARBON srax AS PER ON SQUIB WITH 3O Tai MAY YIELD STRENGTH AND 90 ksi MRL TETNSME 51RELGTH. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 13 AND MALL COMPLY W/FLORIDA BUMMING CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE-CONCRETE&BIDCK SHEET 14 S.BOTS TO BE ASTM A-307 GA.YAh1ZED SHA,OR ALS 304 OR 316 SERIES STAINLESS SLEEL WON 35 Tal MINNUM YIELD STRENGTH. ANCHOR SCHEDULE-WOOD SLEET 15 7.SEE THE FDLLDW'ING SNEEIS FOR ANCHOR SPECINCA110NS IN BLADE '�:12,13,14,15 AMID 20 INSTALLATION DETAILS M-R,WOOD SHEET 16 SHEET 17 IHV BLADE OQ & WORI@O W UNISON:12,13&15 INSTALLATION DETAILS S-X.WOOD END CONNECTION DETAILS 7-12&X.wow SHEET is 8.TNS MR"tM ACCORDION SHUTTER SYSTEM BEARS A US.PATENT 16'"9,582 COMPONENTS OF THIS APPROVAL ARE COVERED.IN WHOLE OR IN PART BY US.PATENT#5'450,179 ISSUED TO EASTERN META.SUPPLY.DIC, AREA is W WINDOW BLATYE }A ONLY 9,IT SHALL BE THE RESPONSMILWY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER 6 TO BE ATTACHED TO ENSURE PROPER ANCHORAGE CONTRACTOR TO SEAL/CAULR ALL SHUTTER COMPONENT EDGES WHK;H REMARL THRO FASTENING IN CONIGNLWUS CONTACT WITH THE BUILDING TO PREVENT WING/FAN UnRUWM TYPICAL.SHUTTER ELEVATION SHEET 19 10.EACH UNIT MUST BEAR PERMrWENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE:DURING PERIODS OF HURRICANE WARNINGS HOME OWNER,TENANT,OR OTHERS,MUST PROPERLY CLOSE ALL W AND HD AREA 4: HV WINDOW BLADE(i'1 ONLY CENTERMATES AND ENGAGE OR LOCK ALL TPA AND NO LOCKS, 11.SHUTTER MANUFACTURER'S LABEL SHALL BE LOCAIM ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WON SECTION 1710.8.3 OF FLORIDA BUILDING CODE ONE LABEL SALL BE INSTALLATION DETABS,META'SND WALLS SHEET 20 PLACED FOR DEW OPENING.LASELWG TO COMPLY WITH SECTION 1710.8.2 OF THE FLORIDA BOLDING CODE , 12 BERTRA H.V.ACCORDON SHUTTER SYSTEM'S INSTALLATION SHALL COMOLY WITH$PECS INDICATED IN THIS DRAWING PUTS ANY BUILONG AND ZONING REGIAATONS PROWDEO BY THE JURWCTION WHERE PERMIT 6 APPLIED TO. ,I&(a)TKS P.E.D.PREPARED BY THIS ENGINEER IS CEHEBC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT.i.e.WHERE THE SITE CONDITIONS DEVOTE FROM THE P.E.D. (b)CONTRACTOR RD BE REE;MNSeLE FOR THE SELECTION.PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT.BASED ON THIS PED.PROVIDED HE/SHE DOES NOT DEVOTE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DELA O ON THIS WCUMENT.CONSTRUCTION SAFELY AT SITE 6 THE CONTRACTOR'S REbTAONSBLtt. (a)THIS PLED.WILL BE CONSIDERED MAUD IF ALTERED of AW MEANS. OBTAIN PERMITS IN THE STATE OF FLORIDA d)SnE SPE061C PROJECTS SIASI L BE PREPARED BY A FLORIDA REGEtED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(EO.R)FOR THE PROJECT AND WH D WU BE FOR THE PROPER USE OF THE P.E.M ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.E.D.ENGINEER SHALL SUBMIT TO THIS LAM THE SITE SPECIFIC DRAWINGS FOR Raw. {e)ORIGINAL P.ED.SWl BEAR THE DATE An ORIGDI/L SEAL AND&MAINE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED B. FLORIDA BUDDING CODE(Hon High Velocity Hurricane Ione 'A*A,�Py.��•�.1'/`4gA' ®2015 EASTERN METAL SUPPLY,WC. p �+ BEWTHA TM I�C O A.S.S.A. Accordion Shutter System rtu aAnE g1 wf OR w/o Hx YxroDN aXE American ShuHer Systeme GETUJPITax GATT CAVA 160: ML TTLUT TESTING&ENGINEERING COMPANY AasgcSgftanX Inc. OD 11-192 4f13J15-EF 160:4/13/15 0�.. ,K. sxia xn.Sea.u.sta 31e.WaaNA aArmoa.Ytww 311 ����_� (3os)871-Is3o.r;(30.5)071-t At 4266 W854road6 Drive 2 .DRAWING No '4'i5''•.�NILR' `.� a-moa cTtnwoAd Com West Pabri Beach,FL 33407 3 °ATA„OVAL�NQlx ' W&TIM A.RU rJ1a.PL 4 15=085 s pYIA MNY FUORQD❑c f 44167 S SHEET P.£.SEALf�I1)UREjt)ATE a OF 20 ittl lCmGiY BIDE® B Vad6 191 1.491' • m o Yac .1.200' {371 4.365- 485Y 1 HV SOLID BLADEO '75 O5 HV 90/180 STARTER QUALIFIED 3OHV UNIVERSAL FLOATER - COVERED UNDER US PATENT i9 5458179 QUALIFI1D ED FOR USE W/HV BLADE ®HV DIRECT MOUNT BLADE MR USE W/ !�HV WINDOW BLADE* 6005-T5 ALLOY AND TEMPER QUALIFIED FOR USE W HV 6063-T6 ALLOY AND TEMPER BLADE 1 SEE LIMITATIONS OF USE OF BLADE®ON SHEEP 19 ,225 1500' 6063-T6 ALLOY A TEMPER ,2. 6063-T6 ALLOY AND TEMPER . �'• 7 2.670' 39Sfi' LIMP) .994• 6 1.000- 6711• 2226• Ql2 4.697' e .815' .092• (7)HV ADJ. ADAPTER W/LIP `'`J8 o.o b.0>` ._. .. szo 1515' ,. s QUALIFIED FOR USE w/Hv �8 HV WALK=OVER TRACK ©HV ADJ. FLOOR TRACK BLADE 9 QUALIFIED FOR U2E W/Hv 9O HV TRENCH TRACK ss , 6063-T6 ALLOY AND TEMPER BLADE. QUALIFIED FOR USE W/HV QUAUFTED FOR USE W Hv Q @. � HV RAINGUARD BLADEn / 6063-T6 ALLOY D TEMPER BLADE 1 ONLY. 606]-T6 ALLOY n D TEMPER VAWES 19 6063-T6 ALLOY AND TEMPER DUALGTED FOR W/HV ,' 1015• BLADE 1 M9I VARI6 1.936' 6063-T6 ALLOY D TEMPER 1917' $ OB]' 083' .08]' m ~ .09!' .093• IS, .060' 4�9. fi1l1 1.668' �5A BTO • 3529' 520' � 670 HV CEILING HEADE1 HV HEADER/SILL 11 R / (� HD CEILING HEADER/SILL -- Q UFIED FOR USE W/HV BLADE 1 ONLY. QUALIFIES !TSSALLI ANoBT MPEr2''ONLY QuauFIED FOR USE w/Nv BLADE - 14 HD WALL HEADER/SILL SEE SECTIONS FOR VALID SEE SECTIONS FOR VALIDITY. QUAUFIED FOR USE W/FP/ 6063-T6 ALLOY AND TEMPER - 6063-T6 ALLOY AND TEMPER BLADE G)ONLY. 6063-T6 ALLOY AND TEMPER r. COMPONENT A 9 TI T2 % Y IDl t I' 1' 96Y2' 1 2' 0.125' . Q 2' S'MAX. 1/6' 1/8' 3' 3' 0.090' IB 2' S'IIAX.0.192' 0.192' 1�SIDE ANGLES CORNER POSTS QUALIFIED FOR USE W/HV ALUMINUM ANGLES 19 2.5' 7'MAX.0.190' 0.190• UAUFlED FOR USE W/FN BLADEQL - QUALIFIED FOg USE W/HV BLADE QT 6063-T6 ALLOY AND TEMPER BLADE 1 ONLY. 2' 5'MAX.0.139' 0.131' 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER RGRIDA BUILDING CODE(Non High Velocity Hurricane Zone ®2015 EASTERN METAL sUPPLY,INC. �t;............�9' ERTHA HVTM p S S A Accordion Shutter System •� I L EC0..... . . . . FLK BLADE#,W/L72 W/0 HV.WINDOW HAlE *c American Shutter Systems TILUT TESTING&ENGINEERING COMPANY Inc. n.N an 11-192 D n DATEDae OPAwN er. •. STATE OF :'t¢a as+Mv.Scu.s..M..x!.ware.uwDs,namA v1 Association, 1 N,3/Is a/13,3// Ts Plmne;(sas�6T1-1330.Ta.-(,05)871-1611 4268 Westro0ds Drive 2 DRAWING No '.,0",.F("T ®�I.�ooe..om West Palm Beach, FL 33407 ''�FSSI...... wum A,nMr.N.PF 15-085 NN 5`� SHEET P.E.�Y!@T96/GA411`URE/DATE fL0f0i�u`t"1� s 2 OF 20 !576" r ! fA�'-M,f 1k6A9Fll 66T .JAS' • a]J!' S1wr a PAFNNRIND nnr�moi GST ° t:nP.t S Nam p D°Am. AN �. $ A $ t 6Ros ANNo,ume a7/ � -- a -•- nv � _ nA m)<o��uc (a�oama�l 27 HV CENTERMATE J2 - HV LOCK BY EGRESS LOCK QUALU'lED FOR USE Wf HV BLADEUI& ONLY HV FLOATING CENTERMATE f 6063-T6 ALLOY AND TEMPER QU EO FOR USE W/HV BLADE i &�iA}ONLY /� ° .o s• gUALIFlEO FOR USE W/NV OUAUFlED RUSE W/HV 6063-T6 ALLOY AND TEMPER D HV ',� BLADE Qi & ONLY. BLADE i&QA�ONLY. Q ALIFIED FOR USE Wf HV BLADE t ONLY •CO. i �!• 6063-Td ALLOY ANb YEMPER ERASRC HEAD 6• 2 4"045' 2 MOLDED TO SCREW " 2.OT9" .1 .O6 b26' .J60'MER RwnNO y 9/4"9^20 x 3/4" 2�ODRIVNt1Tk S.^, THUMBSCREW 1/ " a Y`sDaEs sus ALul6wlu(2"z!-n Auory MACE TVNL'E T10i T : i.190' I 822• SNIT K6TSOO�PNif t CM AJ N.9NFA M fR AYJLl PLAN Enonr aEVATIDN HV MALE "T" LOQK CENNRMATE 4SW Tmam+•PNR9 ..NY JaDV 07OU oR caw. LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/HV BLADE t oNLr �f(Y FEMALE T" LOCK .ENTERMATE ®H "T" LOCK � HV ALTERNATIVE LOCK 6063-T6 USE AND TEMPER QUAUFlED FOR USE QL7AtlFlEO FOR USE Wf HV QUALIFIED FOR USE W/HV BLADE DONLY OUAunED FOR USE W/HV BLADE(i�ONLY BLADE t ONLY. 6063-T6 ALLOY AND TEMPER 6063-T6 ALLAY AND TEMPEtIYY W/HV BLADEQ ONLY. Ca L' g a OUSo• 7 C1IWOER 0R A82• KEY OYlA1DER � 'G� C o G •� ,.125•NPA. OUAUFIED FOR USE W/HV BLADE t & A QUAUFlED FOR USE W/IiV BLADE 1 & , 0 6063-T6 ALLOY AND TEMPER 6663-T6 AllaY ANO TEMPER • VAfOEs, ®FtED FOR tiSE W1 HV BLADE t ,�mTiA azOR°Rfli25.A°•A„e L L 6063-i6 ALLOY NO TEMPER L�tkYFTs7 4t/2' liilo181URN 215 aO 1.5 uia CYIR� C IWODi ®LOCKING RODD >8 ua JJSY i/!•0 •BID W--LOCK QUALIFIED506 FOR USE WN NT BPER ® q HV 1l4” 0-20 AISi 304 BY RECENT HARDWARE MORM LOCKS SERFS 2333 NOOK WIT LOCtC 6065-TB ANDY AND TEMPER HY y3/6"�-16 ACETAL SERIES S. . THUMBSCREWS QUALIFlED FOR USE W/HV GLADE t & A y�/INSfN1ATiON X9tt REQUIRE A 7jifi'HOLE __����,����GR 'S DRILLED A7 TRACKS FOR PROPER EMBEDMENT OUAIJFIEb R%% I „ BLADE 1(' QUALIFIED FOR USE Wj tIV BlAttEd FLORIDA BUILDING CODE High VetocitY Hurricane Zane `S{`4• J Ai O 2016 EASTERN METAL SUPPLY.LMC. Ar'', _ BERTHA H Tu E A C O L N/7T710 S S A Accordion Shutter System r ■ ■. ■ ■ H.V.BLASE#1 W/OR W/O KV.W NDON HARE �= uns American Shlrtfer Systems R= DAIt DRNL+- — tLA: Titt(T TESTING&ENGiNEERfNO COMPANY S tea` Asscetafion, inc. OLD tt-iRz /,3)ts DME a/IS/Ts P,j.�c K.,r.yam,n,sW.m wama Gama,R.aad.as, �4���� A—,={sosl6Yt-,s3o.Fm,;Csos}slt-tsn 4268 Westroods Drive 2 ORAW6NG Na 'AyAFFS•••....�rOC„�.s a m® ,e mm West P.I.Beach, FL 33407 3 15-0$5 Aqe(8l0in t�ltTtaaS xAlai A.I. PP ! ` P.E.SEAT./SIGNATURE/DATE "`'t u167 s SHEEC 6 3 0 20 SHUTTER ASSEMBLY SCHEDULE FOR HV 1 HV 3/6 12'YIN. CE ql ...E Q HV BLADE 1 1 1 .197YI -_ ,0625 0625' ® W BLADE to Nv rnNOaw eWE ns2s' u , .fe75' �Y ® 1P/LONG RECESSED NYLON BUSHING 00us' ® HV SHORT RECESSED NYLON BUSHING 3 3 ) N�Z I MT PORTIO 1117 / © HV NYLON HAT WASHER DOR® �'! I `� ]s0' ® HV WHEEL CARRIAGE AISI 302-303.SERIES I I = 4,' 4 I ,µ �/E28750' X m.870'x3/16'THICK NYLON WHEEL 3 I I 2 7/e'1m+. M'wNoow 775'0 °� °} 0.188'0 AISI 302 SERIES S.S.RIVETS I B EE .0625' N25. i .750°' ..®,,. HV 1 3/4'ACCORDION PIN W/Q8 HEAD* EXTERIOR oPa�A°`a,1s o*N s 3/v _. �LL y7500' ® HV 2 3/4'ACCORDION PIN W/B8 HERO# 41 4]P' jlT/.41 - ® POLYCARBONATE IMPACT RESISTANT HV WINDOW j j I @I TYPICAL HV WINDOW BLADE AND T ® POLYCARBONATE HV WINDOW DETAIL DOR® 4 or® r . 3 [SEE NATE PoR j I I I *POLYC N Tc IMPACT RES19AE HV WINDOW REQUIREMENTS) I (DOR® i BAYER MAKROLON 3103 POLYCAR80NAlE RESINS,W-STABIUZED GRADE OR SABIC * 1i0 u INNOVATNE PLAS(IC LEXAN 103 RESIN Q W IN MUIREMENTS AT EXTERIOR BLADE KNUCKLE FOR OR® I I ' (SEE NOTE'F ON SHEET i8). (1) HV PIN®SHALL ALWAYS BE USED AT ALL EXTERIOR ® c"1,8 ` BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV ID OR f ® POLYCARBONATE SOURCES FOR 44 ILII EXTERIOR HV®BLADE. ,a EICAL SHUTTER ASSEMBLY fN PIN®OR©AT 2 HV PIN®MAY BE USED IN UEU OF®AND ONLY AT E1n as () GLADE'S KNUCKLE. EXTERIES OR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(D m 324' (SEE NOTE•FOR "�"''" """°10i mn mA" 60'6.1dBLADE WHEN CORRESPONDING TO INSTALLATION 'It", SHEET 7. a _ 0 3 REQUIREMENTS) TYP. I ! nmPu 5nmx.,.I a Tm .gym Oma Ilam wa I4—w+ (3) HV PIN®OR®W/ 1/2" O.D. 1/16'THICK S.S. WASHER SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. SHEET QO I i wlaaoaTu m�n.1 Ie R i! 'r-m! HE WEL CARRIAGE DETAIL ' Vis. ASSEMB�YOUT su-c�a :Oas wOs rolsac snmPm.nm am� um ay. m10 as n HV BLADE SOLID & (A HV WINDOW BLADE DETAILS N.T.S. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zane A.T'�'�a,, ®2015 EASTERN UU&SUPPLY.MC. ER ER..A.N/ BERTHA HVTM IL EC O ■�. A■S■S■A■ Accordion Shutter System HV.BADE#1 W/OR W/O HV.WINDOW BADE American Shutter Systems� n,' 0r�raall urt olurx ac ru. TILLR TESTING k ENGINEERING COUPANY Assoclaflon, Inc. QLD 11-192 4/13/151a - 4 13/15 0; 'TATE OF r*- �' 6I iw 441.:(Ws)8"0f�l 4268 Westroads Drive x Irma:(sw)a71-1sTm.ra.:(sas)a7I-1511 LIRAWINO N0 Fss.ORl ®�e71,�� West Palm Beach, FL 33407 �5-085 �./ 10 ON.....AL A a I,wr o-.PF s SHEET P.E.'78101'�'411RE/DATE R6tO" I u1e7 4 OF 20 NOTES ON BY LOCKS. AND CENTERMATES: A 8 C �•® Y H S U �er(�.,�a.® t.MAS CONiNDON 1f�DNE t('LOCK a SHALL BE USED AT 1f2 OF SHUTTER SPAN FOR ANY SPAN I OR 12 ABOVE OR BEEJJ��OW 2 OF SHUTTER SPMI FOR SPANS UP T 105;AND FOR INS{ (IONS T ANY EILVATION.HV 1OC14¢j or NAY BE USED AS AN INSIDE OR OUTSIDE LOOK ATTACHED TOO OR CWfERMA7E5 Wf(2)1f4'0-20 z 1f2'LONG FIAT HEAD S.S.NS.LOCATION OF(AGC SHALL BE AS NDICATED ON QaV r I TYPICAL.SHUTTER ET EVATION. /.�" • LOCKS, UP TO OR Q§YAY BEOUSm TAN INSIDE BETTER PERFORMANCE LOCK.CONNECTION 0 LOCKS TO CENTERMATES LTJ' Oft�SW44 BE AS MALL TED ON NOTE{f)ABOVE OR MANDATORY OONDMON LorA ON of LOCKS sow.BE As waxaTm ON TYPSCAL SHUT ER ELEVATION. s II 3 ,{y a TM wliWOPLY-.2 gA~b LGC,,NG RODS ARE NOT RE4UIRE0 AT UttfttCONE POSITION,BUT MAY 4g'^'YYJ�^®x `x® BE USED IF DESIRED T E18fANCE SHUTTER PFRFp MANCE LOCKwG R005 OR AN AL'fERNATIYE DEVICE G (I MAY ALSO BE USED AT STACKING POSITION(NON HURRICANE POSBLON). ' ( 4.NMbATRY mNOTmN 13 ONE HV LOCK{2A 9 S BE USED AT CORNB2 CENfERNA1F5 FOR ANY SPAN ANO w5(ALLAt1ONs AT ANY ELEVATION.HVL "rSLL4LL OE USED AS AN OUTCEDE OR INSIAE LOCK, -A—T— A77PCR{ED TO CORNER CBdfET1MA7E W/(2).t/4 tlf-20-s tfT LONC FIAT READ SS.M5.TOO 1OCKING.R01 gyq AT TOP d BOTTOM SWLLL BE USED.LOG110N OF LOCK SFWl BE AS INDICATED ON TYPICAL SHURER U.EVATON. v MAXIMUM SHUTTER SPAN SFVLL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12 S. S_gg4 5 'ONE ALTERNATE EN LOCK MAT BE USED IN UEU OF HV LOCK ar FOR PNY SPAN pNp O 66 9 3F (NSt TIONS AT ANY El"ATION.A2 TE LOOK MAY BE USED AS AN DE OR OUTSIDE SOCK.ATNCF61ENi' His OF 1/4'0-20x3/4"S.S.THUMBSCREW T 0 OR®CEMERAMTES SHALL BE MADE W/1/4`0F 20x3/4"ALUM. RNNUr AS SHOWN ON SECTION MPF SHEET S.ONE LOCK STALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO { / tv , LOCKS AT 1/3 OF SHUTTER SPAN. ;n!NQ•.TRY CONORTON i3 FOR KEYSTONE MOL4:NO 0:=.I L AMO S.., ONE W LOCK®or 0 w SHNL BE USD AT 1/2 OF SHUTTER SPAN FOR ANY SPAN Oft 12`ABOVE OR BELOW 1/2 OF SHIRTIER SPAN FOR SPANS UP T 88,AND FOR INSTALLATIONS AT ANY ELEVATION.MP LOCK®Yr®or®MAY BE USED AS AN INSIDE OR DOME LOCK.nTrapfm T 0 or @ SYMMETRICAL CENTERMATES W/(2)1/4'-20 x 1/2'LONG FLAT HEAD S.S. SEE END MS.LOCATION OF LOCK SMALL BE AS INDICATED ON TYPIST.SHUTTER ELEVATION.USE OF LOCKING RODS�WJ CONNECTION OR 0 TOP AND BOTTOM IS COMPLETELY MANDATORY. DETAILS ON 6 f [ N L A K L x vjD 0 Y x SNEER FU L IMOVL.FULL 11 *NOT S ON HV "T" LOCKS AND CENTEQ T S' OF CORNER 1 , 'ENTERMATE ONE PLTERNATE HV Y LOCK 6d MAY BE ALIID fN UEU OF FN IDIXS OR i0R ANY SAN AND m�eeO6•O7 a®"+tU•��� ALTATLO�i Ai A4Y ELEYAI>4H.ALT£FNATE tOCK „(MY BE USD AS AY 86A}E OR OE LOCK ARPLft6lENI OF LOCK Q9 INCLUDES USMG RONF'ORCINC LOCKER�7 AS SHOWN ON SECDON FhC,SHEET e,WHICH MUST BE 10.1a�A��.(��a©.© CONNECTED,T CFMERNATES®PND tf�W/1%4'0--ZO z 1 1/2'IONC SS.1HRE/DD pOLT W/7/8'e x J/32' ©•O•L'J°1�lJ O•A®�'� WwGNUT OR Wf t/4'h20xf'SSMS."`(NTO A t f4 flx 5/8'RMtLN.LOCH WY 8E 8i5TJ1!£p AT NIDSPAN 0.4 12` � '7 NA1aMUM ABOVE AND BELOW YIOSPAN.USE OF TWO LOCKING 8005®TOP ANO BOTH R NAF✓DATpRY. ®•Qa6�®•©«Q•Qs�r1Q-� *NOTES QN ND LOCKS & Cf i.ND.LOCK LL W1 ND CEMEAYATER{i�4 WIC ONE ALTERNATE NO I.007C( MAYDE USED w LIEU OF TYPICAL n HV BLADE SHUTTER ELEVATION 1N LOCKS OR FOR ANY SPAN AND INSTALLATIONS AT ANY EL YATON.AL1ESATE F0 LOCK 0 YAY BE USED N.T.S. AS AN wSIDE oR OU15D Lom ATTACHMENT OF Fm LOCK T w WJ 3 0 x 1/B'F.H.Ss3 .AND wCLUDES RE3NFORCE1dENT UiSFRT AS SHOWN ON SECTKNLS H08 AND SHEET tQ LOCK MAY BE M MLED AT WDSPAN OR 12`Me0YUM BELOW OR ABOVE MOD USE OF LOCKING ROOS®IS COMPLETELY OPTIONAL UNA BUI ti on High etocity Drr cane one ®2015 EASTERN YETu SUPPLY,INC. �+ BEA `/TM 1�O�N�. A�S.S■A� Amrdi0n Shutter System tLv.RAGE#1 W/CR W/O RV W NIM aXX Amerteon Shutter Systems a4 E TILLIT TESTING$ENGINEERING COMPANY STA ` sus xY.xa.s1.sL.as ware.r+mos ROArM m 268 W.ottoad Inc.DAf fxD 11-Ssz s nh5 UNE: y13 is {303)571-PSTO.F.:(305)"-1=1 4268 WestroOds QYIVB z m't Btecvfta West Palm Beach.FL 33407 3 D A G005 %•,oS/ONAIk��:o�` wu1EAA°008Tu01a5.PF P.E.SEI'fLSIUWOURE/PATE nO�A d asfsT a �9 OF 20 CRETE ANCHORS POLbRF21 CONCRETE POURIED (SEE.SCHEDULE ON aR CONCRETE BLOCK POURED CONCRETE 1/4'0-W/4'S.S. REOUNL REGIRRED ��13J CONCRETE ANCHORS MACHINE SCREWS CONCRETE ANCHORS 17 1$ i0R {SEE SCHEDULE PN W/i/4'-20 (SEE SCHEDULE ON SHEEr 13) TsEC NPunwOO ax SIIRmT n sNEEr 1S) NUTS a 12'P.C. E0 "CHANESCREWS Ee - LIANG Ga. Huls j9 2- as Tz'O.CL it O-O L 0 250'uaw 0.0 meE OPIXIML n�`tmaNa amJ+o1 OR MIN.SEPe QION TO GLASS j 95STLNC 1 w�EIYro � �G —(SEE SCHMME:ON SHEET 11) OLA55--i H��tQ� MIR,SEPARARON TO MASS (SEE SCHEDULE ON SHEET 11) HV WALL HEADER INSTALLATION QC HV WALL HEADER INSTALLATION . . C HV WALL HEADER INSTALLATION + KEYSTONE E)(ISRNG A^� ' MDL.SEPARARON TP G1A55 G(A'k5—; yN 1 j OR zrm' L'7'• MRI.SEPARATWN iti GLASS L O ENSRNC (SEE SCHEDULE ON 91EET II) 1 Rtamj,.ip �WW�y (SEE SCHEDULE ON SHEET II) S wtTxLslpt� p EXiSPNG ' - OPOONAL 1;n rt f4Moz. _1.GPIIONA! i i l "'fff"' pp Q E 04 VN* _ ' •�..• hj9 � __ G EQ- al 1/ 19 L'.J i' - G P15111P5 TRU55 H&LD 1/4'0-20x3/4"SS PHRIIPS MAICIDNE SCREWS ONCREIE ANCHORS L j 1$ 1' i/{-MAZn R�NUTS aSCREWS Ui 2s"'{O.C. C ssEE CHET)lliG CONCRETE E OR w/ORS 7/YIM Nurs o I POURED CONCRIYEJ (SEE SCHEDULE ON SHEET 13) Min. OR CONCRETE K SHEET 13) W.W.fiEallREp BY WALL SILL INSTALLATION ANCHORS REQURED (� L �HV WALL SILL INSTALLATION PGtR+Ek CONCRETE SHEET 14) OR CONCRETE BLOCK W L EO HY WALL SiLL INSTAL TION I"- ESM 4 FOR °r EFS"S' INSTALLATION DETAILS W/ t-SEE STIEET 4 FAR TiPlCBL SHUSTETt s E 0.=EOG£IXSTAYCE f.� Lj ['� 2 YMOUNONC SECIWN"'CNJ BE CaMPudO (SEE sPECW_NS ON S"EEr 13) +BLIDE�iA@1 SHEET 19 \IJ HV BLADE .AW WAY TO sm ANI INSfU-7m.. wuntn FLOWDA BOi14tNG CODE on High Velocity Hurricane Zone ®2015 EASTERN METAL SUPPLY.INC. 1�0 tw� A■S.S.A■ Accordion W1OShutter System ttv.sADE g)w/OR W/O KV.yd)EIDW BADE �{// !f * American Shutter Systems E, a sv Pnw oArz moa K, M S AF TIuTT TESTING&ENGINEERING COMPANY ':ac. a3SS a.R JW 9l,at,T W,WRSU m3Wp6,VLdM/,111 A'aoetattan, Inc. 1 PLD 11-192 1113/tS WE: 4fi3 15 EgF{t9P-; Pnoao:(S 4268 Westroads Drive x DRAIYINO No MLewaaotcvm West Palm Beach,FL 33407 5 'rr.S/ONAt oE/DATE WAL EA A—LLItJr.P.E 4 SHEET 1J-085 rrru+a na`TURnaaw Lic{44181 a P.E.SEAL �INAT a 6 OF 20 coH (SEE EouLE ox SKEET 13) ',.1I m plsa 1 OR �+ tanStutG f °°�"`II1°`� d f RECURRED EDOE GF i p ,) 3 SLAec AFFUCMXE OWNG OUSTING AW Ct I IACAiWN I}X Si'R NIX WASHER12*O.C..READ 7 71 � 3 w 15. Eq� me SCAEwS p 72'oECCE tx CONCRETE MCIORS 8 APPLICABLE (SEE SCHEDULE ON SHEET 13) ' EIOSSTRNG i —EDGE OF SAB IFEDGE OF— APPLICABLE } p SIA8 If i ,oa sOwaaot MPDCATAE 0. f.0. APPlKJ9lE POURED POURED FW HEAD CONCRETE MCI ORS 1 f OR®�OONaRETE RECro� FLR H£.6 OONC7EfE ANCHORS REQUIRED CONCRETE (52 SCHEDULE ON SHEET 74) D�sm.g REQUIRED .--E.D.-- f D. (SEE SCHEDULE ON SHEET tq Il ,TRENCH INSTALLATION D ONLY FOR UP M+70.^75 PSf AS.D, U HV WALK—OVER INSTALLATION DESIGN PRESSURE RATING h FOR SPANS PER HV CEILING INSTALLATION HV FLOOR INSTALLATION t SCHEDULE B3,SHEET 11 r» CONCRETE ANC,ORS (SEEEEcr 15)7 U E ON 1/4'D s a i i EYSRNc I p E%liTlxc—'^� R -•�V-- I OUSTING tGWnOCY a tp'Fd imNRS i OIASL-y r4ctp66 T l I NOQ ow/ UAX CLASS OLA•` 'its s z d +n f 1 3J4•I N ure1UlOM 6' n I I I, I /" 7 45EY!R ATu -OrAstDa°V.}SEA. 4 ROD:{}ON sw ET 11 iJY 8 31 OR /,OaSJ4-HF]f WR 3/B' 11A7C e ER S p1tt.sU1ANF ' TER SCREWS O 12.O.C.TEX 8 /Tacs/4• HEIf HFM , e• �- , 8• 1J.•4-1wA.•Ss,rs NWttt p S9•' I; ( SOUuE)WIE ON t p GsD.S.. CONCRETE ANCHORS 6 7 D'0. OR M.S ,YRa O0. • `;'•y;�.%� towto1'T0J.4r .-m cans 77 aR©8 ,/z' ,- 17 18 : ..:zop•favi wN,°gSt +c « EDGE OF ".1.�• E0. SA,) STAR iF /14,3/4•Fal.spaR9OUR�Rt1ffRE ` 17 8• 1 a/e APPUF.deIE CONCRETE ANCIORS NOTE u(Hl a D'GO. igp�.y D POURED CONCRETE (SEE SCHEDULE ON ON SHEET 1Pot1RF71 CONCRETE ON SNOEE�T I3(E) ;:•`•-•••'r: •' �afANCRETE 7T1.0.�C SHEEP t4J OR CONCRETE BLOM ovnoNu.• PIX1RlD � REOURR D a KE�=H[_HMO O«INt TALL ON l�J NY WALL FLOOR 1NSTALLATiON UL' HV WALL WALK—OVER INSTAUATIQN REQUIRED ADJACENT TO d HV RAIN6LlARO tNSTALLATiON # MM NOTE POR GGumFNlttfrt OF SFCTIONG: •E.0. EDGE OSTANCE RaIOVABLE WREN PERFORMED ERABLE Ra` DOTON z'g iNSTALLATION DETAILS Wf T HV BLADE I-SEE SHEET A F'OR IYPRCAL SHVifER (SEE SPECnEA110NS ON SNEER 13)- ASSIRBLY SECTO�CW BE INED w rTOWravMtALIATON. FLORIDA BUILDING DODE{Hon High Velocity Hurricane Zone 4,``t(`R A•Ti( lAi, - 0 20`15 EASTERN YEPL SOPPLY,INC. BERTHA H >x 1 L E A S S A Accordion Shutter System C Q 1.c. xa EfADE W OR W/O KV t NDN RAM *_ �� /�,j•��'h c American Shutter Systems _ ,TtwN mn oaxw ar: Yr_ •o'•, STATE OF /�� TittlT TESTiN0 k ENGINEERING COMPANY ABsaciation, Inc. , aD 11-192 </`131Rs mTE: al+3tts .41,j.�:` 'uT H'°''ar`a' Tre' cwRs'F,Daw 3n 4288 Weslroads Drive a DRAWING Na C {1�--"wz�n`.:C�•_ PHen.:(b5 ,-15]0.Fm:(SW�It-,5], 15—O�J ,P-•••,+.ilRt,v •G����` .mR:wRe«e i(3 West P.I.Dench,Fl-33407 3 i0lN c�o`° W lER 1b.P.E 3 SHEET P.E.SEJiS{U/tt 7RE/DATE FLorsm4 ut/44tGt a OF 20 SEE END WALL CONN DETAILS ON SHEETS 10 se'"Gros on E `s"o, w Low our 1 90' E— DMNG GLASS INSTALLATIONS WZ(D HV Mo ALxRNeE W WX 0 M .w S. -- SIA09 SLACK W�NWSVAUDMALL BLADE W/ HY CENTERMATES WnUMTES AmucAtpou WffH�(D 21 A 2Z OR CONNECTION E)aSnNC jffd�METS 1 (9-0-@-(9)-(D-0AA ————— ——————————-- "G 03 A"U-0 @ 31/8' 7- 61/2' I X OPPOSING SYMMETRYCA .r W/U)114r.TAPCQN Ax� CONCRM ► -t/2 QE�TATE.S, SEPMAMON M)-E ► IIW/4*SMS.0 12' WYMMO cc,FULL LENQHT� AZ HV LOCK or TO GLASS AT Ell'ANGLE f") (SEE SCHEDULE 5 ON SHEET 11) W7 ----------- 5 (3 -0 0 @-(D-@AA@-@AA HVB HVQ HVA POURED C NCREM OR /-VMNG GLASS CONCREMOSLOCK WALL t---------------- STING SYMMETRICAL 6—.7 GLASS -@ 0 0- 0"ZZ.- CENTERM F-11N-] TO GLASS 8 '('S�EFSCHEDULE _j CLASS 'WN N @ ON SHEET 11) TO GLASS(OSEEN 11 S U IN onofIj �m L F0—U—T1 -NCREFE ANCHORS VARIES 6 I/V MM.SL.Vx OUT HVE OUT—1 HVF** HVD FLORMA BUILDING CODE(Won High Velocity Hurricane Zone: 0 2015 psgm supmr.MC- ...... BERTHA HVTm Accordion Shutter System 17-L 7rE c7io—,,--— A.S.S.A. IM RAM#1 W1 OR W10 KV.WNM UAX nUlT TESTING&ENGINEERING;COMPANY American Shutter Systems Association, Inc. P�i(305)871-MM.F— 4268 Westroods Drive F2 West Polrn Beach, FL 33407 SHEET WAL7W DRAWING No A.TUR&.P.F 15-085 no." ALTERNATE IST V "T" LOQ6 IS& JIV MALE/FEMALE "T" L CKS CENTERMA(ES 8 & LOCKERS Wf M HV BLADE SEE END CONNECTION DUAI S ON SHEEM 10 A to INSTALLATION M HV BLADE OUT FIN ��"�C0.A4 m �� �,Naa me e, Wf HD CENTERMATES n 6� , e•�ae I tea« � .w..� ," �K�N _ �.(�a©•�©�^ " Na w 9 nE7AipH sxEErs WALL "ro k°a Tom"u�a.1 KUW pmmnrrdOpSy� Pnnµ•aus•,r ---"----- ---- ---'-- -------" -- -- -� E _ ! or uu uxart # IN (s)N.w. _ IN . N.V. wm 3 • 5 .- �° - 3 -. 30.HV T -... ... PM5 M!'.).- ..- LOCK(INSIDE) i' - X01 q _ ve 5 1 2 29 y ssp auT 31 oa 3 31 at %..W 2 3y ax®2 l— # N01E s FOR"'• �• Wf 7/8? POURED CONCRETE OR POUREb CONCRETE Pol1RE0 CONCRETECONCRETE CONCRETE BLOCK WALL OR CCN4RETE OR CONCRETE OR CONCRETE REQUIRED BLOCK WALL REQUIRED BLOCK WALL.REOVbQEU BLOCK WALL REQUIRED �EOSRNG CLASS` EXISTING CLASS CONC ANCHO ^EAG CLASS ^-T 2•NM GLASS O 16.O.C. 1/ _ 4t'N SERAMO1 JJJ 1' t—"� 2•IaN. TO GLASS(SE — I.W.SFPA491QR �.IE OR•WfET IN G,A4(SEE i N.SEPARA60N EO ET} Sa1FDIro JI TAt SfEEt i/!6'51•YA)L MASS(SEE 'ON SHEETFOR 19 PA° 1 EEEBN SHEET I S2#mDfEGLE QN 11 FOR eKE(I)AND (W83-T6)CI)NT. aADES(D&01 ON BEET 19 FOR 1!2• l01�19" DR STET 19!OR ALUM.CLOSER FOR y sADES0&QA PLATE..i<ocmE 1/2 \ j \ aADeso�Q� 1 aA=(D&0 AT OTHER SIDE MN 1/2'MIN. OFO) I �•USE 1"OR 2•MAX. aloft/;6'SO& ( --- - (AS APDM NP A,NGTEtjW-O`-2" 1 -_'- @ i6"O.G. - --- -' i (6063-76 AU"AT MONEICNT 4 (1)Ito'1/z•S.Ns.ToQr� A \ (2)1!9.0 TAPLON"ANCHORS TO S SEE GET1L X ,{'� WALL AT i"O.C.(LOCATE AT SDE CONNECTKW I OR V,h' OTHER SIDE OF(L)) t 6R t� OR®' SEE OElAA"%EOR t ()((®! TO TRACKS y� �y EE CO LNNECDON ' -4 �a�❑'C��' SEXi COME X RO7 �°•V- 6•2 a 6 m. - �pt�aA6�tv#•,{6�.,(Qi .®« To TRACKS «may,„6 JT^«,{6�,{O�.Q�« 1(��®«Ql�j�•/L��y�©y•(A��« m TRA.aa �.®«p,A.-�.p.�„ YY=4,:!•YY-V•YY« i •Yg'�•'t�1J•Y7« O.0-0-0-iJ-6- 6-o-s1"V•o•@' 02 END COkkECTION DETAIL END CONNECTION DETAII 2� END CONNECTION DETAIL 03 END CONNECTIO DETAtL® t REQtIIiED ONLY FOR 9�AN5 CRFATm iHNN 12'-0- POURED CONCRETE OR ziEMSRNG GLASS CONCRETE BLOCK WALL /"ANG 4 4 wa i+tevtGL+ 5+ 1!2•sM _ ---------- 10 Q.CS(SEE a 16' C. MIN. Y 'b------- ------- IT `_=- IT FOR E ON IDAN TLl GLASS(iFE _- 6 OR(�OR(BOR n FOR EttcEtinA•0 1!r tax. _ -'-_--__ __ ON s¢Ef 199 ANCHOR e - 1 ERADE(D ___________ @i CONCRETE O ADES(D&Q� 12.O.C. CN SRW 19 FOR Q ---- ---- OR aR 1 oR 1 ANCHOR Q rJ HADES @A(AJ ____ OR@ 16' 1 2 NTN. v O.Q Q dN. Va� E 2` 2"NTN. GLADE -a mIUSESW 1 OR P X��� QUAIL CPONC�RETE WALL �TE OR �A"©'''��' •Q•�• p.Q�_ ENp INSTALLATION REQUIRED l'Q3'©•�- Q.p.©„O.p.®« O.O•®«O.O•®« n HV BLADE OR 40 HV WINDOW_ BLADE INTO CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL O.�«p•tp«®"®«Q�®END CONNECTION DETAIL 6 O «� «� '�'� FLORIDA t3UMING CODE(Ron Nigh Velocity Hurricane 20ne "0(�A TiC FTJAjr O 2O+S EASTERN METAL SUPPLY.IND. 'dP'.�' .... - I7LSA BERTHA"VT. ,CEN •.9 _" AS D lx� _ Accordion Shutter System /JCC ire KY.11"#1 wj OR w/0 KK YaMW MADE Tllt)T TESTING h ENGINEERING COMSystems IK3cpPaQN wrz LYUWN er: Na. STATE OF Q, v x+N.3vn.a s:.3a3.wtm4t s a�Ds Noma PANY Amerlean Shutter S M. Assoelation, Inc. + Dte 1 t-1G2 4113115 CARE 4/13!15 M, 9' � PN .:(Ju6)37I-I530,Fm:(305)0]1-1631 4268 Westraads Orive x ,e'•.. OR -,nm:1m.�a6oa,am West Palm Beach. FL 33407 3 O(tAWWG No �'•.;�SS%pNAIE�o```' wAUD�nQoonw lJr.PE i 15-085 PZ S}t";;8 S�A�'t7RE/GATE f1°yi'A•tK. H16! s SH 10 GF 20 SCHEDULE Al SCHEDULE 42 SHED B - MAXIMUM SHUTTER SPAN 'L+'OR'L MAXIMUM SHUTTER SPAN*-L+' IMUM SHUTTER SPAN*'L+' INcr I IAn�, o� (ft.).FOR INSTALLATIONS W/ I OR'L-'(ft.)FOR R-L (ft.)INSTALLATIONS CENTERMATES.0&®or or INSTALLATIONS W/ W CONCRETE& (1)L+:MAXIMUM ALLOWABLE SPAN FOR A GM W/ONE H.V.LOCK ®or®or or & &�W ONE HV LOCKS MANSORY 1V000 POSITIVE&S.D.DESIGN PRESSURE RATING. HD LOCK®W/NO LOCKING RODS or ONE HV LOCK or®or® / L-:MAX ALLOWABLE SPAN FOR A GIVEN NEGATIVE CEMERMATES & W/ONE HV Y W/NO LOCKING RODS OR W/NO LOCKING WALL A.B,C.D.E. M.N.0,P.0, A.S.D.DESIGN PRESSURE RATING. ® ® ® ODS MOUNTING F,K&L R.S.&V. LOCK®W/RYO LOCKING RODS®TOP& (SEE NOTES t.tt) (VALID FOR MOUNTING Ql (2)PROCEDURE TO DE'TEWJNE MAXIMUM SPAN FOR _ BOTTOM SEE NOTES ,}t SHEET 7) FLOOR/CEILING C,H,I,It,J T,U,W&X WALL MOUNTINGS(TOP/BOTTOM)OR FLOOR/COUNG: CONCRETE&WOOD INSTALIATIOIS 0 CONCRETE&WOOD CONCRETE MOUNTING &M MIm�N 01. ONS ••^�,p wSTAINTNINS GIVEN A POSITIVE ASD.DESIGN PRESSURE RAPING. if6SAFE WALL MCUNINC FLOOR/COLING txL WIIMIWG I FIDOP STALLA--oDEERM TINE MAXIMUM SPAN-L+'FROM SCHEDULE GIVEN A NEGATIVE ASD.DESIGN PRESSURE RATING, ( ) —HUNG & O ,) OR DETERMINE MAXIMUM SPAN'L-'FROM SCHEDULE IW) .--f) Flaet/c.A MIMNnNI (� _) FLIGR NL MGBRIIN6 YA%IMUM SHLnTER SPAN 1+'OR'L-"FOR L1 IN l-QU L+(IQ t-(N Li IN t-(AJ LF(I) L-(N FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 30 OR LES I6'-0' 16'-0' 1(i-D' 16'-0• 30 Ifi'-0' 16'-0• JO i6'-0' 16•-0' INSTAl1ATI0N5 INTO WOOD SHAH 8E LIMTIED TO 105 psf.A5.0.D61CN PRESSURE RA7NG. 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A4.Aa3i0f{S � BE FOLL9Wst9 ALL OF TEE KCDiB4N44Tb Aldl�EfmEV/ORS OF T7E AMURM FLORIDA BUILDING CODE(Nan High Velocity Hurricane Zone m 2015 EASTFR1i W.MESUPPLY.DC. ,,,71111111 � RTI " TN iEtt, Accordion Shutter System L^I L ECO.... A.S.S.A. H.V.BLADE#1 IN/OR W/0 KV.WM W BLASE ntuT;E$TING Is ENGINEER COMPANY �°°�0O^ Shutter Systems oXmnm a mun Br ALL 1 dA167 �- ULIT TESTING I E GINE ABs0c1o)tien, Inc. i an 17-192 4/13/15 4,2e 4/13115 (395)871-1530.Fm:C M)E71-1531 4266 We@traods Drive z DRAWING No -mon:UR-OoeLcom West Palm Beach, FL 33407 a "Cf W&TM TIlln' P4 SYA� � '• � 4 a SH1S OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR (D HV & 6 HV.+ BLADES AS APPLICABLE WALL M . SHUTTER SPA + R L- 0INSTALLATIONS INTO WOOD WITH BLADE1 N ALL FINISH 105-0 DESIGN PRESSURE RATING, SEE SHEET 19 FOR MAX SP ^/ j.M• 1YATAECOH DR AC D WITH AGI�EO S D DESIGN ESU FOR INSTALLATION WIIHBLADE 1 & dk WORKING . IN UNISON THHEiOFOM TECHNOLOGY 1/4`0 TAPCON OR W/1 1 r V4i.P NTrlmIN TMCON WRH AOVANCEtl THREAOfORM TECHNOLOGY -r--.--.•-- 1---- OF m AREA ro W/1 1/Z'Vin.PENETLATON Of TH1tEMED MFA TO EDSON EI7iNO WOOD HEADER. WOOD HFAOCR.(SEE SCFaDIL£O1E SFtfLT ts} I �'SFDNWTp+ t OR (SFE SMw-U ON SFET is) �_.,93EdaLE�CN S �S�1,�t B 1/4'9-xOt3/{' MACHINE � SCREWS W/1/ MACHINEMACHINE4'-ZO NUTS 11 FAIR ELME GAN) I = t•IXa. a 12.O.C. i ON SHEET 19 10R o x E705TNc i ELAaESW&Q� cussWALL - I ? 1 n 1 11 FM r: wut 1 ..) ._ E33a^TNG MIN. -_":"• FINISH _ as i L-21SIIN 4'WOOD I EM M4. ' .�.10M REQUIRED 7 OR I 'FEEDER REOOD i j'4 TAMON 09 TAPCON WITH ADVANCED' EMSONG I I04 saM w I I I ( TFRFADPORN TECHNOLOGY w/1 1/x' 0 `i1�F ELADVOE m EA151TNG —SEPARUION TO GLL55 ( I EXISTING WOOD 1HF�TH9EACFIY/OFA TO SEL SCHEDULE ON SHEET 11 (SEE SCHRIULE ON SHEET 15) RI 981 19 FLT PLAT'COM,SILL ', PLATE FE0'Q r�M HV WALL HEADER INSTALLATION ORM WALL HEAOFR INSTALLATION / OO HV WALL SILL LATION FXLSIING tt uN.sEPAwmoN ro aAss 1 `� I t �y� uN.SEPAINTiOH I(1 MASS •--0 z a4•-DOUTI: UN.SEPAMTION TD CLAS 1 1 E%hTIN__ C ,,j—�tSEE$CfrE•DU1E ON SHEET It) t (SEE SC}ELDti[E aN%M Fly— I (SEE SCHEDULE ON SHEET 11) cl0.s�I "SUNG PUTE °�'J REO'D SH E . s j t/4•M-20+314•S.S. 1/4•0-20x/4'S.S. V MACHINE SCREWS MMT9NE�EY/S W/ USING 114'-20 NUTS 1 I 1 =1/4'-ZO NLDS a IT t a 12'OA. F.f - x/4• - WOWNATE { •, 1 (wry REO'D. 1.1Gn. ry • 1'IGn =1 ITiHREI.aT oRH rECM o�wcrW1TFI ADv LED U2� � Yin PENTRAl101/4Y iAPCON M TAPCCN WITH ADVANCED // E35TNGR M 1t18Y W/t/r \ TMLON MiFiODVANCED iSEE SHEET i iaR TYPICAL `I: (Sff SaiEIXAE OtT 9EEf 55) FLNEIINnON jrOP TMHFAOEO PAEA INR]PLTW000 1/2 MIN.CD%] 'MRFAOFDRM TECHNOLOGY S1IUTTER ASSED4DLY. ": WALL FlNtSH •. (SFE SCHWULE ON S1HEr IS} F10S11NG 1aN.214' RTWOOD fEab, Min.PfNE11TATLN OK MOUNTING SECTIONS CAN eE 1/2'MN.CO%PCYWOW TEOb. STT%0 18.O.O. W, 7HREA0Eb AREA 1Nro 9lTWba6 COMBNED N ANY WAY To RFD'O.PLYWOOp ro BE (s¢SCIEDILE ox sIEET 1s) s1m ANY ITEsvlLunoN. ®HV WALL SILL INSTALLATION I9bNC ION.214 STIRS a 18'O.C.YNL REO'D. REO'D. R SILOS IN PLYWOOD TO BE ATFAOHFD TO SANS N ACCORDANCE ACCORDANCE WITH WITH SECTGII 2308 OF THE F.S.O. SECTOR 2308 OF THE© HV WALL SILL INSTALLATION ♦SFE lATt14 Di OE HV WALL SILL INSTALLATION F.B.C.E8'C mADEox SEE FLORIDA$UMiNG CQDE(Non Nigh Velocity Hurricane Ione 0 2015 EASTERN MAL SUPPLY,M. 04U11/N Tilll//YA �E4 A,rttt *A.,,r� r A` Accordion 3hAutterrS stem �}�y' ---s^?' �L G V-co IRC. �s w V��>a KV.SASE#t W1 OR W/O Hk MCIOY RAE •'r'� T = TILLIT TESTING&ENGINEERING COMPANY American Shutter Systems n. -o .Da a n DRAWN In: ML. *: * =*c a1n a:.ism.s1..sa.3m.'wN4.0 rAlmvLc FT6RW vT Association. Ina 1 d.D 11-122 4-3/15 cue 4!13/15 ,o, a Pw—(30e)a8i-19w.Fa.:(ws)avl-1u1 4268 Westroads Drive 2 9- $171TEQF � e cnKoDe,Im,eAWING No West P.I.Palrn Beach,FL 33407 '���,G�;•.f"tttHiD?',.����',+' ED-00067 , 15-085 P.EA �R FTDRW U�./—7 9 SHEET u 16 QF 20 INSTALLATION DETAILS ON EXISTING. WOOD BUILDINGS FOR n HV & HV♦ BLADES (AS APPLICABLE) MAX SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BLADE C1�ONLY W�FINISH SHALL BE LIMITED TO 105.0 psf. A.S.D. DESIGN RESSURE RA NG S SHEET 9 0MAX SPAN It DESIGN LOAD FOR INSTALLATION WITH BLADE 1 & A WORKING IN UNISON 1/a•o raPcoN oR —Ea D— —z'uW.-- TAPWN WITH ADVMCED a'.8'(N'In.)DUSTING THREADPORM TECHNOLOGY WOW BRIM REQUIRED. -EDGE(ff IPR)r1BIE) W/1 1/2•Yin.FENEIW1npl I/4•I-2aJ/4'S.S. STRUCTURAL ADEO OF Ilzi AREA TO OF ETDSTWG NDOD BEAM EDSRNC WWD EA To I• RO.LD'9 TRUSS HEAD TO BE CERTIFIED BY --- _ (SEE SCHFIAl1E aN SHEET 15) Min. IICHI SCREWS REGISTERED ENGINEER OR IRlI55E5'YOOD W/1%4-20 NUTS ARCHITECT PRIOR TO mussRAFIEO 24• 19 O 12.O.C. SNum"QQTALAnON. I/2• I/2' D.C.REWIRED I 1 oR 1 1/4.0 TAPWN OR - _ TAPCON WITH ADVANCEDEDTSTING SOFFIT 257• THRFADFORN TECNNOIOGY 3/4•Yn..THIC Y- W/1 1/2•Vu PENEIRA`TO OF THREADED AREA TO E /14d/4• .4.1/8 IDNT.HULL TUBE I--OpIONALoOSONG WODO HEADEx a s o.C.I 1 or or 1© (Is a 1�iD�uWPfl/Ts ro (SEE SCHEDULE ON SHEET 15) .. ) Or Q Of© I EACH RPEIER Ofl iRI1SS .. LOCATE LPD SCREWS AT I LDWTDTH OF TDOSTUNW000., ( yEQSONG YW r.4' 1 I MEMBER.(2'Yin NCAUNAL GLASS I HEADER f✓fD'D MIN.SEPARATION TO GV55 1 OSMOLE EACH ACCEPT PENEIAW 2'aF"nQSADED ( SEE SCHEDULE ON SHEET 1f EIOON GS`IRS_—I s/18.0 LAC SCREW �S AGFA VALID MR I I AT fFaTER Oi RBE. 3 WS A AMNS WHH 7W —� I m 56wtolDa Ot6TDaG Toa mxcmv+ s U vAc DP�Tws � HV WALL HEADER INSTALLATION H DAT "y ass maga DEE Ws TON s any VALD . -(I I fd BarE OND • )SpEpIAL ON-TT MR WOOD W/M.SPECIFIC w T 19 O DR® -1'Q1z9EET 18 W� a Vfirf OF oS0 As WUC AS I eattI.A® • FDR OR SOURIRH PINE N> I-SEE`INc 4 NR 044 SNUFIFA ASSEMBLY 1 OR M EWAL n"Ayer cn ro�sm�un`""NaTw�ia. �HV CEILING INSTALLATION "-- OU V CE UNG INSTALLATION j I to a a�(sEE ----TOR®• HUN. I I I a@a.SEPARATION TO GLASS _l SOEa—GD SEPARATION (SEE SCHEDULE oN SHEET 11) Ey.(THC I a 1419 9 ro QAQ 1 I 1 EDasm+c 1 G'�\1 N.�aamnQy (SEE s�EDas 11 x oN s+EET 71) 1 1 3 ALTERA 1 T I 8 11 WALL I LOGnON EIOSIWG I I + I I 1/s• © 7 I a/ Ho' /1au�4•H+Ex d'Ls�l I I 2'.s•MW.WTRD _ Yd, WASH HEOD 1EK I DEa REWIRED � 1 OR 2•.8•MIN.WWD SCRENS O 12'ox (NO MUSH DECK REWQE.D(NO FINISH ALLOWED) _ a EDGE Of DEQ( 2- DECK IF -- EDGE OF DEU IF APPLICABLE R APPLICABLE APPLICPRLE 2+ \ 1/I'0 TAPCON ORLLLRS T 55 HEAD 2TAEYON WITHADVANCED alAGONE SCREWS 1/4•e TAPCON OR TAPCON Wml ADVANCED THRFAOFORY TECHNOLOGY w/1/4'-20 NUTS 1/4.0 TAPCON OR TAPCOH WIT PDVMCED THREADFORM THREADFORN TECHNOLOGY W/1 1/2'ILn. 2'UK- REO 1 1/2'W.PENETRATION O 12.D.a -�'NN. IENErRA 10Do5OF WOW HEADER.(BEE BY a I`wED ATEA ro AREA ToLOGY W/1 1/2•Min. .(SEE SCH DL O N SHEET THREADED ETOSIWC WOW HFADDa. AREA TO FOlISDNG WOW HEADER.(SEE SCIIEglIE W SNFET IS) SCHEDULE ON SHEET 15) (SEE SCHEDULE ON SHEET 15) •SEE AEONS DF USE FOR QX HV WALK—OVER INSTALLATION QV HV WALL SILL INSTALLATION ®DE on sxEEr 1B HV FLOOR INSTALLATION FlARIDA BUIID1NG CODE(Non High Velocity Hurricane Zane ®2BERTHABUPPI.Y.INC HV,N A■S.S■A■ Accordion Shutter System IL,_ECO1NC. HV,tiaDEo1W/OR S u YAWWf System * TFeAmedcan Shutter Systems D6MPON DATE DRAWN BW Y TILLR TESTING 4 ENGINEERING COMPANYi z 9�'•,__�a�'�__�_F/ a,v Na aw,a s.,xs�aA f„mDs.HmmA aals W atlo Inc. T an 11-I92 4/13/15s oNe 4/13/15 (am)Bal-Imo,F.:(am)aTl-Iml 4268268 Wesiroads Drive 2 DRAWING No .-tea:EIIemOa- West Palm Beach, FL 33407 a EN�;.•�` WA Us-ww4Jr' .eo-.PF . 15-085 P.E.SFAL��LIVAYURE/DATE DROA U`'T"167 a SHEET 17 OF 20 I END INSTALLATIONS n BY BLADE OR WINDOW BLADE INTO 2"x4" MIN. WOOD STUDS 51118 BOh 11a•�.x0m iaio sii0s ,/r.iucw rnm,a9•a ria w,. os IRIIG8ID a / —or— 'Ir rac'n• v,5 ,1 m.•�m °w� 'R,.00a�' s�uiw sm e/osmi0 t—Q),v . yr a r"'. �m•`„muo aw Vr' se 1s�4D .« , „®, I aim.® I �•� °sol - -- - ot;oz'•-. o,a,�5.45 -—- �;�... •,^,e-= -—- s 4 OR®• _ gt o[oa i IOP QA• v�s¢n.UI � 1 OR®a OE'Oet i fPV 1 OR�• 5¢N ntwe .0 ENO •m ©-oma•®• ®-©•cs-©•®- ©•o•ct-©•o•®- ®•®•a•ca-o•©- o•o•o-o-o•®- ®•®-©•®-o•®- o•w®•amt•® END CONNECTION DETAIL® END CONNECTION DET®8Q ® END CONNECTION DETAIL* END CONNECTION DETAIL pO51Wc •PF9lxtm vat,m m40 lwx,Yb' ��//yy �-CUSS cmm 711'NCa 1WC /a1 vPCp1 4908 1116 Oa•g"i — n,M R 1�1 d/y O 1/1'/T4m1490 — ,/ ,Y as POKiP/1oH 0,Y aG 4 •SEE ARON SHEET 19 7 i� Y�•ttwm ®o-° ®• 4 6 9Pp°P09i ®N1 °x®-® PLO -- 27,00, Y o•®•L�-o•o•®- o•o•o-ao•o- ©•e-o-®0•©- ®•ca•®�®o•©- �•�-®•®-®•® o•Lm-®•c�-®•® DETaa x END CONNECTION DETAIL® END CONNECTION DETAIL O2 FLOPoDA BUILDING CODE(Non High Velocity Hurricane Zone ,aatglll l fll O zo15 EASTERN f2TAL SLPPLY,WC. P�ZEa A...... ,�, BERTHA HV,u � ' EN C '• - Accordion Shutter System • I LTE C—0,,.. A.S.S.A. KV.RADE it W1 OR W/0 FLK WNWN BADE TILLR TESTING Q ENGINEERING COMPANY American Shutter Systems ,x olscmPnoi wa mamx ore ui �rTE nF - ."•"'"'J°'^'a•�''m•"�'"` •"'m">sl Assoctatlon, Inc. I IAn t t-t sz 4/13115 wie 4/13/15 4268 Westrceds 04ve z DRAWING No �'°FSOgIDP;\a<4rVp``` EB�g'`°'" west Palm Beach, FL 33407 5-085 /&OAN{t(.I.�Y�E PiAVtP�R` nm1oA u`l ul°' S SHEET E/DATE 0F 20 —:I°'�"�'�°� •G�u�++._ �u�„s,nAnoNs yN�GGtmmoxs ov i� rnR aExnaA A G UNISON wrrH ,.VAX A O.DESIGN PRESSURE R9SVG f,m.-I,0 P+E. 11 2.UAX SNLREA SPA1:96• 5.AUOWED NWNRNaF A o.6 A N ON SHItIIS 6.T AS WELL As AA5� 4 (UOUxlesa M.a T.U x W ON SHEETS 16 A,7. �Jm Tm.EA 010 S.(�(}EN 1 www BLADE 1 9iML OILY Now A WtOt UN OF 5 OPFNeas (3Y 110LF5)FON©PEA BLADE AT SP.1t w SHOWN ON SHEETwwom �. (B)IML CLEAPAN(Z nn1N YDP OR OOTID,EDGE OF w W9t0OW H Q ALLOWED A °N OF ANY 3'A IfOIE FOR®SENL.BE Ir. OE (0)FLbTOR t 1;iME CwNa T M.SEARSE7?5 AT ENDS-Y IN:tN Aj (D}tM WtN00rt[RADE©NEST.USED XWMTE m A SOW BWE( 3 710mUOFfOUf SENTIERS VnOTN. 3 A \§ (E)OF E OAMESstwt A n BE WSTAu2)MULENT TO A SOLD EN i oiE* euoe,Ar Em+ER SRE DF 7E68 SEE END D7 PoLywo otwE NA WDMW p(�0ML BE DauD,m So WIS FACE ColmtcnoN 4 n¢DOvaaA of THE OPO6Nc Bt'S+G PRDTEC1IIt NY tlDNfaW Wq 11M K OETATS ON SNEEfs OILY HSTAUEO ANO I,0IXED USR1G A WR SEITUZ 7001 PRDYI BY ASST IO A 18 ITP. 0 i�b� REC FULL iIEWTtL 'i E) G SEE AN OR SPACNG SCNEO=FOR WSOLATIONS INTO WOOD FIULIE I a d B,IAFNNGS ON S11W M.AS LOOTED BY SPAN AND DESIGN LOAD(SEE Noes _ P P D*a� i t 2 ABOA'j. 7.SEE 011111 SPACING Sp1mUE mR NSBLAIM'S INTO POURED OWWRETE OR COMCREIE MOM WAU ON SI2Et5 12 A 13 AS UMIEO of SPAN ANO OE MN LOAD(SEE NOTES 1 A 2 AWIE). B.S0MNIIN SEPAADON It)Ot b Sa10ME.PEA ASW E-1996: (SEF RAM FOR Rf.OWEEYENiS) yR®aaO'� _ 0 N TYP roP A lmrrou w 6 7 Wv10 ZONE uDa,Euu SEPANAIQ,m aAss Man,Wi i TNRu s t ELEVATION R S1,MMON mOASS —' E WMG c ss SOT ELN SI4T 11 Ern B1A- a Bas• -- AR ON s q FOR emEs(p A g ____.___ttP, _.________ _________-__— _— _____—_____ 5 7 2 1\ ALIEHHdTkhQPEQUG..,� RMA c�i.®ice(/ [rcnEnv_n_uln t 4 AtlSL1Y! 6R�Dq(�rE Nah t Asaye] 16 ® TYP. SYuu µCRlTERNATES�2(3 \ �\1 \ wnm t TYPICAL-10—HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE A SHUTTER* N.T.S. FL4iJDA BUILDING CSE(Non FFigh Velocity Kurricone Ione 1SL III AI�Iit 11 6 2015 EASim MiEFAL SUPPLY.INC. - A S S A BERTHA VTEI (, L�O w. ALE#1 W1 OR Shutter System ■ ■ ■ ■ rtv.GLADE gt W/OR w/o KV.WNDON B.Y,DE TILUT TESTING do ENGINEERING COMPANY '� Shutter Systems acsolvrnN wrz MAWx Br. -o: gT�F _ e5ss nn.Sun.u.,s1..3q wwwu GWamOr.ELokN1 3]1 Assoetofton. Inc. 1 OLD 1I-IB2 s/,a/15 wTE: </,a/ls y — � PM e:(0115)671-1550.Fm:(305)871-15.71 4266 Westroods Drive DRAWING No Off,'•,•A R �+AA�. e-,nmt ta«ft— West Palm Beach, FL 33407 s -.',Fss•Delo .G\`'`,a W L1FA�A Tax .PE 15-085 N r t++ 9 SFIEEr19 OF 20 P.E.AA35AAF7EJDATE Fw6oA u 67 s Asu1/2-.omw TKM I INSTALLATIONS W/ HV BLADE & HV CENTERMATES d A-1"GRACE G_60 SrOf SnMS a 0c. 16 °X083• TIL w O.C. 41 INTO METAL STUD WALLS -cil tj 1/2 .475 114"o NOMINAL GENERAL LIM CONDITIONS OF USE ALUMINUM SLEEVE L 17013 BERTHA l 19k-ACCORDION SHUTTER 6063-T5 ALLOY C INSTALLATION 10 MAL STUD WALLS O.C. 0c. 0 (AT 3.000 ASTM—3"�0�G� =04%—G� I SEPARATION TO GLASS SCHEDULE 1.MAX.A.S.D. DESIGN PRESSURE RATING: +75, - 75 (pd) DQSaNNG MSH 69 "1 r w- 2.MAX.SHUTTER SPAN:84" MINIMUM VAND ZONE ASTM E-1996 SEPARATION OaSnNg CLASS MIN.I ON .3.ALLOWED MOUNTING:(9 ON THIS SHEET. TO GLASS TO GLASS (SEE SCHMULE) 1/470-200" BOLT 4.ONLY EN MATE W/ -LOCK ARE ALLOWED I THRU 3 1' MUST PENETRATE r r" E OX .) %, 'N..Q A A Wr METRICAL LAYOUT. (6-LONG,MINIMUM)musr ALWAYS BE 4 'r USE 0 (21(3 , 4' f J/4%6 1/4.0=*T- E�G FWSH INCLUDED AT-EXTERIOR OR INTERIOR ACCESS SIDE OF j373 ' AS APPUCASLE CENTERMATE. ow- GLLVANRIDTUC TO�M -Ir TUSUMS 4 43a 6,O.C. 6i O 0 6*O.C. 1/4'0-20 THREADS BLADE SICK DETAIL ELCO CONSTRUCTION -V.::- HVF IS ALSO VALID FOR 1/2* 12 CENIIERMATE@APPLICATION WITH BLADE(D PRODUCTS FAB-LOK HD b 6'D.C. COMPONENTS ASTM A&T GRADE I J WALL HEADER/SILL INSTALLATION G � MUCASLE SCALE.3/8 uE'AL STUM ArUi�O.C. Cm.TOP R&eAS Aorrou) ---- 3/4.6 1/4'.OM5'TRICKzDasnNG mm--40 GG-60GAL2�6F�M SUM SYMMETRYCAL W1 . 430 3b 43c 1N1S LASS 2' �R EXMWR FACE CENTERMATES W/,;1 (S EETO LE),� C :AI f'- ' '' EXTERIOR ACCESS SIDE;' :.INTERIOR ACCESS SIDB'. , a.Cm. IN IN(6'Min.) 4 <2)42 21 --- 21 21 t 21 LOUT D AT 102 - ---------- HV KAER/SLCENDS VIEW Y 4 12 3 1/4'(ryp.) (6'Min. SIDE CONNECTION TO TRACK � (Gant) /2'CTyP BLADE SLACK DEEALJiYE BY-Q FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone IIAII 0 2015 EASTM METAL SUPPLY.Mo L'X�i.�...... BERTHA HVTM P . Accordion Shutter System MME-C�0,,, A.S.S.A. KV.BADE#1 W/OR W10 KV.WINDOW BLADE American Shuffer S f ems TltT.TESTING&ENGINEERING COMPANY Assaclaflon. In Y3 11-112 �d.Drive 4/1J/fs as 4/LJ/1s QTaTr np S 4268 Westro 1r, West Palm Beach, FL N 0 PL PZ"�*,U§AT 70ATE IFLawA L's.1441m7 s SHEEPs 20 OF 20