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RECEIVED SEP 2 9 {016 n COPY `•?iri��y'ar BCI$Home Log In ; User Registration HM'Qd6 ' sobmit Surcharge Stats a faG.S i PUWI:atiQ05 f9C StaN i; BCCS Site p Liaics Search gUSines i Prof�s_si t"1 Product Approval �! 1ftr+ .USER:Public User Prniiea ne0ra:'ai F?er+u>?mduC Qr"titnriaa iitetion Detail Us:, ., FI;# FL389-R8 "� ,,� , Application Type Revision Code Version 2014 Application Status Approved Comments Archlved Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley@easternmetal.cam Authorized Signature Bill Feeley Trod riguezOeastemmeta l.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category hutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architec or a Licensed Florida Professional Engineer 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 Validation Checklist-Hardcopy Received Certificate of Independence F;,:39 n£i_ ._t!`•f_lRDiOi_CI NG=:.`:aVrrizil Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 I 2002 TAS 201,202,203 1994 Equivalence of Product Standards Certifled By Sections from the Code i i Pr6duct 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 St immary of Products FL V Model,Number or Name Description 3:39,1 Bertha HV Accordion Shutter- Extruded aluminum interlockingblades ret iined by tracks Blade 3-(Nan-HVHZ)-Drwg 15- (top and bottom)for storm protection 086 Umits of Use Installation Instructions Approved for use in HVHZ:No EL-j8 R8 Ii A.S.S.A.IN:,_GRl{�.2 :�8 ..of i Approved for use outside HVHZ:Yes Verified By:American Test Lab bf South F orida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:NIA Evaluation Reports Other:Large Missile Level"D".Max span is 12'-7"for 35 psf Ej_.38+ positive ASD load and 13'-0"for 35 psf negative ASD load Created by Independent Third Party:Yes tate HV3 blade w/o window blade,5'-2"for 110 psf ASD load fOr HV3 blade w/o window blade and 8'-il"for 62 psf,9'-6" fvr 55 psf HV3 blade w/window blade working in 4nison.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 �10nly- rtha HV Accordion Shutter-Blade Extruded aluminum interlocking blades re fined by tracks (Non-HVHZ)-Drwg 15-085 (top and'bottom)for storm protection Limits of Use Installation Instructions + .S-r. Approved for use in HVHZ:No FL389 R8=i_A_G.S.;�.iNl_...� ?,t .._ :;u1r Approved for use outside HVHZ:Yes Verified By:American Test Lab;j3f South Florida Inc. Impact ResistsGNJ/e� Created by Independent Third Party:Yes Design Pre9sur Evaluation Reports Other:Large mi "O".Max.Span is 16'-0"for 30 e,=i_3B9 R3 AE $; p.s.f negative ASD load depending on centermates and Created by Independent Third Party:Yes locking rod configuration for the HV1 blade,8'-0"for+64, -12 p.s.f.load for HV blade for Keystone mountings 7'-0"for +75,-75 p.s.f.for metals stud mountings and 8'-0"for 110 p.s.f.for HVl and HV1A working in unison.See sheets 7, it and 20 respectively of installation drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades reained by tracks COMBO-(Nan-HVHZ)-Drwg 15-084 (top and bottom)for storm pro[ ction Limits of Use Installation Instructions e Approved for use in HVHZ:No E`z8s i?,TI A.S.S.A. IN w-, %RV4G.1S.Y 4:�t` Approved for use outside HVHZ:Yes Verified By:American Test LaC;of South lorida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:NIA Evaluation Reports Other:Large missile.Max.16'-0"span at 30 p.s.f ASD load ic G..15.08,:UC1' for Blade i and 18'-0"for Blade 2.See schedules on sheet Created by Independent Third Party:Yes 12,25 and 28 respectively '9a.:la ecrct contact us::2801 Blair Store Road.Tallahassee FL 32399 Phone:850-487-1624 The State of Honda is an AAICEO employer.Cntmriaht 2007-2013 State of Flarida.:;Privacy Statement::Rttessib'tiity 5 temem: Refund Statemem under Florida law,email addresses are public records.if you do not want your e-mail address released in response to a pub$i mcurds reqs ast,do not send electronic mail to this entity.instead,contact the office by phone or by traditional mail.if you have any Guestons,please contact 850.487.1395.-Pl rsuant to Section 455.275 (.1),Florida Statutes,effective October 1.2012,licensees licensed under Chaprw 455,F.S.must provide the Department wit4 an email aJi ress 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 pubiti.To determine if you are a I(ensee under haptcr 455,F-S.,please click he`_. Product Approval Accepts: 3 Credit Card Sate! i 0 t SaE�,QAL ��� 1,BEROM KV.ACCORDION SHUTTER SYSTEM SHOWN ON THIS MDOCT EV411MTION DDCWENT 1%011 60.9 BZEE WRIFIED FOR CCUFWME IN ACCORDANCE W"'W 2014 Ott EDITION)OF THE FLORIDA -..--•--..--.•-- BUILDING CODE.TMS ACCORDION BUTTE R SYSTEM SHALL NOT BE INSTALLED AT KOH I4UN BF INSTALLED WITH'A Dc IONALDY FACTAS PER OR Kd-O,&% �:ei�7�10 AM.w t EXCASM U84IMED EED 14E OE,FOR SUM((A.s.D.F�cti TmRED BY SURRE�RinNI*NT MATED LE 51,t+T7�YraL TABLE OF CONTENTS am SHEET'S 11 THRU I 19&20. IN ORDER TO VERIFY THE ABOVE CONDITION.ULTIMATE DESIGN WIND LAMS 011E14 RED PER ASCE 7-10 SNNL BE FIRST IifDUCFD TO 0. " -61111M-,...,.,.,.,,,. ""•�"• 1T•MiXTtPLYLNO THEM BY 0.6 IN ORDER TO COMPARE THESE W/MAX(AS.0)DESIGN PRESSURE RA7114M VRD"W ON SHEETS 11 IIHRU 15, t9 87 20, C#F63FA1. NOTES SKEET 1 IN ORDER TO VETOY- THAT COMPONENt5 AND ANCHORS ON TWS RED.,AS TESTED.WERE NOT OaER Mr.ZM.A 33 9 itU)Q06%AN ALLOWABLE STRESS FOR VOID LOADS WAS JIM USED TH THEIR SYSIEM COMPONENTS 1-20 SHEET 7 ANALYSTS,HOWEVER.A WIND OVRATION FACTOR CO-1.60 WAS USED FDR VE}DRCA110N OF FASIETWRS W WOOD. 2f.-.37 SHEET 3 ...:.......... .._.......-.:..BEBTIRA:41.V,-K,CGRDION..GAfF.1Y7t-SYSTEU•S•.ACEQUACY.»FLR.WNW.NIO.;LARaE,Ia JiE 1NPa�C.T,LOAD FLIP,�•EH.YEXOfIfI1;FN.IiCLODDAtiCE;.MTtl,;SEGgON_.1.60$,1.7__RF.,]11f AOQ''(1;..!� 5 -0.W(1C/S PER _ _ ... .....SHFEF:4... ...... SYSTEM CAARF'ON . .ATL REPORTS, .. ... ... -.:.:TYPtOAL6HUTTER:-ASSOADLY-.3B-44.- ••.,.--.- :a..-:..,-. TYPICAL WINDOW IBIADE&WINDOW DETAIL -4N KADE Q 10214.01-03.10710.01-03,(1004.01-05,/1214.01-0 i.dO517.02-06,/0608,01-f0 AND/0210.01-11 AS PER TAS--201,TAS-202 AND TAS-203 PROTOCOLS ANO ASTM F.-11016 J• BLOE(1)AND W VANS 13(-ADE F AND C-t896 STANDARDS (MISSILE LM D,YARD ZO NFS 1.2&3)h 11220.01-10 AS PER TAS 201,205&203 PROTOCOLS WOE YSSIM (WHERE RIR (•F('A yE� -MY WINDOW BLADE 0 J0505,01-03 AS PER ASTM E-1888 AND E-1996(UGUIE LEVE!.D.WIND ZONES 1.2,3)BASIC PROTEDPON ONLY AND 1 0720.01.318 AS PER TAS 202 PROTOKOLL '(YPI(AL SIMTER tLFVATION&NOTLS ON LOCKS SHM 5 ?MALLATION DETAILS A-F,CONCREIE/8LOOL SHEET 6 2, W SLADE(D AND W WINDOW MADE I(A ARC E3 MEMED TO WORN IN UNISON WITN EACH 07HER UHM THE GENERAL LNITATIONS AND CONDITIONS OF USE NNUMATED ON SHEET 19 INSTALLATION DETAILS O-M,CONCRETE/BLOCK SHEET 7 3.BERM N.Y.ACCORDION PMS(1N SCREWS).USED AT BLADES KNUCKLE AND MDIRECT MOUNT CONNECTION 70 IRAC0 SHML BE 1144:78'AND+14.1.75'RESPECTIVELY,410-HT MINIMUM SERIES OENTERNATE DEfAtl9 HV SHEET 8 STABU.ESS STEEL SCRF•WS WIN TAB kO WILD STRENGTH AND 180 k'A TENSILES7RENF.?H.PMS SIIAL BE COALED WWI BERTHA W LMCRLISHKIT LD OWING SYSTEM AS MANUFACTURED,By APPROVED L'EiNTFAAIATE ALTERNATING DETAILS W SI&ET 9 COATINO APPLIC TORS.REGISTERED WITH AMERICAN FAIU ER SY5TCW ASSOCIATION-POC:MUST BEAR THE IN MARBaW 0?'THEIR NL'Ab. 4.All AUEHNUM TXTR'JSIONS S ALJ..BE ALUMINUM ASSOCSITI N ALLOY ANO TEMPER AS INWCATEU ON SHEERS 2 AND 3.MINIMUM YIELD STRENGTH FOR UCEJ�T6 AU.OY IS 300 W AND 35.7 ksi TOR ENO IUM SPAN T BL•TWL9 I-G,COHCRETF./BLOCH SHEET 10 MAXIMUM SPAFI TAUNTS SIRECI'11 6005-T5 ALLOY. ANCHOR SCHEDULE-CONCRETE Ix)3LaL:K SHEET 12 5.ALL%RCWS 70 BE SRA7F LM SIM 304 OR 316 ANSI SERIES OR CORROSION RMWANr COATED CARBON STEER.AS PER OiN 50018 WITH 50 km MIH.YIELD STRENGTH AND 90 W LAN,'TENSILE SIREWOTH. ANCHOR SCHEDULE-CONCRETE d BLOCK SHEET T3 AND SHALL COMPLY IN/FLORIDA BUILDING CODE%M11DN 2411.5.3.4. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 14 S.BOLTS TO BE ASTM A--307 RMLVANIZEO STEEL,OR AM 304 OR 316 SERIF:'STAINLESS STEEL WAIN:SS"MWWWI YnD STTSNni. ANCHOR SCHLOULF.-WOOD SHEET 18 'l.SEE THE FTIUIIWING$HEM Tort ANCHOR SPECIFICATION&HV BADE 01 : 12.13.14.15 AND 20 OTSTAUATKIN DETAILS M-R,WOOD SHFCf 16 !NSTAUATION DETAILS S-X.WOW SHEET 17 W BLADE Q.)k(51 YMKM IN UNISON: 12,.13&15 ElY.!CONNECTION OLTNLS 7-12 h X.WOW SHEET' 10 5.THIS MWA FLY•ACCORMN SHUTTER SYSTEM BEARS A U.S.PATENT/6.779 W-COMPONENTS,Or'T1iLS APPROVAi.ARE COVERED.M WHOLE OR IN PART IN U.S.PATENT 05.4$8,179 ISSUE D TO EASTERN METAL.SUPPLY.I.M. AREA 3: HY_WftQft BLADE (9 ONLY 9.it SEW.L.ITE;1w mPaN5t8IFfY OF THE twfRACTOR TO VERIFY THE SOUNONMS OF THE SIRUCTiME'WEIRE SHUTTER IS TD 8E ATTACHED TO rNSURE PROPER M)CN)RM)E CONTRACTOR TO SEAL/OWLK ALL SFUTRER COMPONENT EVn WHICH REMAIN,THRU FASTEMNC IN OMMSUCUS CONTACT WITH THE FRILDING TO PREVENT WIND/RAIN INTER)-WU- TYPICAL SHVI'TER ELEVATION SHEET 19 10,TACH UNIT MUST HEAR PEITMMNENI LABEL IN A VISIBLE PLACE WITH WARNING NOTE:WFM PEMOS Or HURRMNNE WARNING&HOME CWHEL TENANT.OR OTHER•,MUST PROPERLY CLOSE ALL HY AND HO AREA 4: W NF(NDOW OW Cts,ONLY CWTENNAIES MID ENCAGE OR LOCK ALL NW AND RA LACUS. 11.SHUTTER MANWACft/REWS LANEL SHALL.BE LOCATED ON A READILY V)SIBL.E LOCATION Al ACCORDION SHUTTER H ACCORCMCE MTN SECIION 1710.8.3 OF FLORID.BUILDING CODE.ONE LAWL SHALL DE MS'TAL.LAnON DETAILS, METAL STUD VEALI.S SHEET 20 PLACED FOR VAW OPEMNG.LABELING TO COMPLY WRH SECWH 1710.8.2 OF THE FLOWA BURL IIID CODE - -•-^----•--- --- 12.MIKA.N.Y.ACCORDION SHUTTER-YSWS DSTAUATION SIALL COMPLY WITH SPECS INDICATED IN 71415 DRAWING PUTS MN BUILDING AND ZONING REDUCAMORS PROVIDED BY THE JW WCWH WHERE PERWr IS APPLED TO. '13.(a)IHS P,E.O•PREPARm BY THIS ENGNEM IS GENERIC AND DOES HOT PROVIDE W0AWTION FOR A SDE SPECIFIC PROJECT;i.e.IN,M.TRE SITE CONDOIONS DEWY[FROM THE P.E.O. (D)CONFIWOR TO BE RESPON98LL FOR THE SE1.ECIM.PURCHASE AND CD-TAUATION INCLUDING UFE SAFETY OF'THIS PRODUCT,BASED ON THIS P,E,O.PROVIDED HE/SHE BOTS NOT BLAME FROM THIS DRAWING SHALL ONLY BE USED TO THE:CONDMON3 DETAILED ON THIS D WAIENL CONN ROCTION SATIETY AT STEE M TIC=TTRACTOR•S RESPONSIBILITY. OBTAIN PERIMM3 IN THE. STATE OF FLORIDA (E)TITS P.E.D.WILL BE V SIDEM 6WMJD IF ALTS"BY ANY MEANS. d!)5ttE SPCCTC PROJECTS WIALL Fr T'WAfzM BY A FLAR OA REGWEREb ENGINEER OR ARCHfTW WIC14 MU.BFCMW'1W ET1GNM OF RECORD(EA O.R.1 FOR THF. PROJECT AND WHO V411 BE k"3P'OICRBLE FOR TFC PROPER USE OF THE P.E.D.F.NOtWER OF RECORD,AOIINO A9 A DELECATED ENGINEER TO THE P.E.O.ENGINEER SHALL SUDMH TO 7Hi.4 U71ER THE SITE SPECIFIC URAMNOS ET)R REV11V. (r.)ORR,YNU.PLED,SHALL ISSA9 THE DATE AND OWINAL SEAL AND SIGNATURE OF THEPRORSSYOWV.UX-W"O RECORD THAT PREPARED R. FIORIaA BUILDING WE(Won High Velocity NuTNicanB IRtnB ```A\�.>; F ' •N•,7�VV�� RJ 2015 EA91EVIN HTML SUPPLY.INr. \� P. • G, A. . . .... .. ... ..A E# .W/ Shu stem.. . �6 -%�. .... ■ ■ ■ • KV.e(a��1 w/ce w/o Kv,wTmvu eu,r£ TI4LNT TESTING &ENGINEERING COMPANY American Shutter Systems oesa rnoA DATE DWM��Y:KN. j� :`O(' 4.1"iY N.V.SBIA.$C,if..505.Nlit)itM'uA+0CH4.rl�.111(4 Association, Inc. 1 Gin ii-IS2 .i1aJ15 1» 4/13%19 G'c F 4268 WwArooda Drive 2 %�{.s---�• -.. I'na�n:(305)671-1510 Fav:(3R53tl7i-iS51 (,'ROWING NO $ A o2 000157 ad Eo, Wast horn ETeactt, FL 5340' S s,%-••••••••••'�� c m-oDo67,P 15-085 `Oo,ANAL�NGL�.�` WILIER A T LIT J.. P,E " lrynr all n7Mmv,.x. .....�_.._. .......... SHEET P1. SEA l/'b��}`i�URE/DATE: 6 i QF 20 s•.rvA wowK" VARJE." O S it e � �' 1 ►:. �-�^ ..__ S}tjy_�gf18a' STARTER Com. US NA QUALIFIED FOR USE W/ I•ry BIAD£(,� (�HV D1�(' u/ HV BLAI7E�1, p ... HV gyINQO>,yA , 6005-TS ALLOY AND TEMPER OUALIFTEDEFORRF{1£WW 6043'3-T6 ALLOY AND TCMPER 'SEE LIMITATIONS OF USE OF wor..�ON SH6T:T 19 ER g. _ ... .. _.. _..._...... .._- ....._ .._.. a. Ta • 1. 2.670- IL s7o • 90 8'ltd• r �912 _L2, . (7�HV ADJ. ADAPTER//.LIP aunuFIED FOR USE'W/ HV (g}H( WA -OVER TRACK _''ate'• BLADE(j1 - 9 TRENCH TRACK 6 AD 1, F1Q R TRACK ouAL.inED FOR u rE w/HV (_. HY ...._...._., _. .. 606.1-f6 ALLOY AND TEMPER BLADE[�� 011l1Uf IF:D F(,1R USE W/ 11V (j� ��jGalNau"Ro-. QUALIFIED FOR U'3F_• W/ EIV 600-76 ALLOY A tEMPCR FiIAUF.(�,ONLY, L"7 BLADE(p n 6063-1B ALLOY AND TEMPE QUALJFIf.D FOR SE BUSS-�T6 ALLOY AND TEuPCR <`� YAE"' '����' 60&i-76 ALL11Y D TEMPER . 1• 1.9t!'" V.4i?S 1958" 1 • _ ' r..0N3' .o6,r .. � -• �.4?�:. -'L ................. � 101 - �_.. �� ^• tincc _ 4 .�....___ ... (1� HY HE.A�.ER/SILL ti � I IN HAD R/ i L '"" -•" All By CE1 HEADER QUJELIFIED FOR USE W HV BLADE ONLY. QUALIFIED FOR USF W/ JIV BWEt �1,}(HtI•Y `^• D_WALL_ DE `aTIL / Y 6063-T6 AUAY AND TEMPER' QUALIFIED FOR USE W( MJ BLADE. y H -F.��{�.�J..m+e,® SEE" SECTIONS FOR VAIJOIT. SEE SEGIIONS FOR VAL'DITY `" QUAUFTED FOR USE W/ IW 6061-76 AU.0Y AND TEMPER Ir 606:5-r6 ALLOY AND 1L•VTER _x... T.1 _ 7' OOUPONf7ff A kT 11 T2 i I % Y jl:i/a ..... _1 <-- _._..,.1 �� a• s NAx. 0.102• o.19z' I I 3 ..._......_. ......................._.._................................•.... (1$ S@E A(�LE_S GORNE PR_OSIS s9 2.s• a•AIA%. 0AW also' r� FOR USE / AJ,1lMlb�lM ANGLES .. IEB FOR us . LIFIED fUQ^UaE Wj IN ...._...._._.._.L�_.....____. — L, 6063-T6 ALIO AND It,MPER 1 2" 5`..otX•Q,t39' 0.131" 6063-T6 ALLOY AND TCMMR 6065-T'6 ALLOY ANO TEMPER f!..ORiDA BUILU1fvG CODE(Nan High Velocity Hurricane Zone \`�Yp tptR�R 0 7.015 FASTE,ThI AKMAL WPPLY.W. .._._.... _.. ...... ....... ................... ........................................... .......... ----P ,,ceNs . ,: i.. ..._ _.... Ac+�oxdiQa... h�attz_. . temx_ .............. .. i� Eca , r. Etv aADE y,w/cR w/o H.v.YANUQY ainE icy Amerltan Shuiier Systems '"a'seanmm� MTE jOnmsYTMu;r nLUl TESTING Sr ENGINEERING COMPANY yFe¢e:(363±B71 . :(SDS)871-1331SsactC 11trn, Inc.i xn i_- e_z"_..".." %+ s m e 7 Nx.Sh 54.E¢.J7 YUhNA WDSFLOP"X11V 42E8 Wrsbnuds Drive z DRAWNG No pt emI;W¢ (kw.aA Wes: Noins Bo4eh, FL 53407 3 1 5—QBrJ Sl NAL R \E wnfAMA L 1 Jr.PX -----.. .... SHEL"T h,E. ,'/i1e1('vNMl9� E<fCAT� 6- _..________ _ 2 06' 20 146" wOM -la.ell -OVA4 MM UM 4-.20. lyp') M 4 IR AW W .10M C"DER OR=Maut ........... wxmt (CHMMI.'KATED) use-W/= PlIADS HV LOATINQ 0- mx Al 3-T6 ALLOY D TEMP FD FOR USE_W/HLOLAI)c T.w I ONLY R,E Itv 6063-T6 ALLOY AND W__=8MER VE E BMC 1,ONLY .240"DO. 6003-f6 AULVT ANG TUAPER AEAD 7 1. 4_4 ...........v ............. t P.ml AFTER RIVEnNo 40. 1/40A-20 95 x 5/40 THUCRWMW -W F $ gyaun VM 044 AMWMM(202+-43 ALLOY}LARCr ftAW,.: _4 MRSOU.lATr 10820.A3 IMA"W'D er AVM CROW 700c",W."MM WN lum alam OR raft" I'Ma alYATW (k# HY MA -"To MIMNAll LOCK CENTERMAX CIVAUPIKU FOR USE W W Ee,I)ONLOCKW ALTERNa ALLOY At AND I FWALE-!r -UMMME OVAL '0 OLIALIFIED FOR US('W/ HV BLADE Q)ONLY OUALIFTED FOR USE Vl/ HV 9LADE(T)ONLY IF"ZAI)FE81 UOSNFIYW '4V 6043-,76 ALLOY ANO XWER 6063-18 ALLOY AND TCMPV.k W/HV BLAI)e(,J)ONLY. 1pg—, 4' rgg KEY onisup 0073*M;q. HP CENTUMATE — 0 I AW M., I, QUALIFIED FOR USE 'NJ 4V DI WALIFTED F014 USE W/ OV uLADE(Q,&-(1A II063-T6 ALLOY AND frwpcp606:5-T6 ALLOY ANO (CUM �4 NIERM619-S, INS yaTtiC^i t2" OVALIFIED FOR USE W/ HV MADEQ)&Q) 600,16 ALLOY O TEMPHR M WIMP ............ LOCKING ROD 0 HD LOCK 606-5-76 ALLOY AND TEMPER HV VTO 16 ACETAL W_ 20 AISI M4 By MEW HAWWARC MORTISE LOCKS SML-,?,�33 HOOK 00tr LOCK. LA110H WILL REQUIRE A 7/16* ROLE 'NS'M THUMMCREWS ERIFIS S.S. THUMBSCSM QUALIFIED FOR USE W/ W 1,3LADE(D& jQl I FLORMA [MIAll COfF,(No 0 W Al TRACKS FOR PROPER FWUMENT OUAME0 FOR USE W/liv SLINK n High Valocity HUrTlCOfIa Zone' 0 2010 OWM, METAL S"LY,INC. ,EW . . .... ystem HE .4i W _W/15-liv,l#wM anx- I -C0iwe-N.... ...... SwA Accordion Shutter S S TILLIT TESTING& EMC4NEMNO, COMPANY Amedccn Shutter Systems A"oolatIoN Inc, T F.:(305)VII-Ml 4268 Wegtroad-i Drive --T--.. ORAWING NO oil Wcet POIM Beoch, FL 33407 ATER&vtlf&.p.r. 085 Ull 10111, PIWM41 ik t 4067 NATURE/DATI, P.E. S SM M_ 3 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR ,; HV HV dT a2`i8lL } CE Q HV BLADE t to�.� Qa2a• _.........__ _...,__.._...__.......__...._..__.._..__.«..__.........._.__._..._........_.. /-� ..TAS hV N00W BLADERPM X-1 7 3 ... _........_..._.._.rt,.,._.,�,,,,,, ITV LONC RECESSED NYLON BUSHINC "'� I � I +orEtatt , HV SHORT RE.LESSEU NYLON 8115NiNC `- � :3 (TVP) i t\ a.asr', HV NYLON HAT tYASFTttR WOR q /LAT KIR # fMJEEL CARRIACE ALSI 302-303 SERIES HV / `� 7 0.870"x3/16'?rMK NYLON WHEEL. n <vi R 7 9'Nut. '. � FIV wattxaW p.188*0 AISI 302 SERIES S.s, RIVETS SEPARKI TOR HV 1 3/4"ACCORDION PIN W/ IS HEAL) * EXTERIOR IVIII" iF >tt a sTERs 9a1 xY" 4,- HV 2 3/4'ACCORDION PIN W/Ie HEAP4 t ..._..rt�". CLM .` p i f/s Ewutzl 4 POLYCARBONATE IMPACT RESISTANT W WINDOW f i , _f s 1 z Err I HEau ENtttfs) D OR # , p SAYER MAKROLON 3103 POI.YCARBONATE� RESINS, OV-STA81LIZED MWE OR SABIC -- ._-.------•. ,--� {. - kk I #_l._M10 isLJ.OE w INN0VATIVI' PI.ASTiC I1XAN 103 RESIN i Q OR ; i a' tt rp (SCE NOTE "s~' ON SHEET" 19). (t) HV PIN SHALL ALWAYS BE' USED AT ALL EXTE�TRIOR t.. / N� - � t ......._._... .. SCrrTOM KNUCKLE'S OF W ACCORDION SYSTEM W1 HV�! OR »' # POLYt,ARW ffATE SOURCES FOR HV 10 SLADE. ���t�o �y i ~l # EXTERIOR TiCAL4 Acosta. g Q� aaa. T SI%�Ai FRaYA16Sfalai (2) FIV PLN @ MAY SE USED IN UCU OF AND ONLY At Rv ptR +z oRa( AT � � E TOR„ Me, ,ulw nml M%w w bw EXTERIOR DUTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ Fiv(I) ap y7+•- NUDES tNUCfOE. Baadc WW 7, r ESLADE WHEN C ORRE:SPONDING TO INSTALLATION "1", SHEET (SEE NOTE •MR w>nn ATI aroa 0-3 do' asu a r "7i..� � � REOtaiRE>rEtaTS) a+avax TYP, I I I TtM.t'.A'1XL7." all:�M Ip7Y Wad 0.taC T.at. asap Art (3) HV PIN OR @ W/ T/V U.U. T/16, TENCK S,S, WASHER snmsaA Ar rsw Arc u Ulm waw a>: a.m p t. hLVAK anown ASN man Hq#aP W� ][5.090 0 z SHALL DE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL. X, a? I. Y 9� � # Ann SHEET (a) i r as9reD eu AM o73d y��y7 I� CARRIAGE DETAIL ware 0urnr ALYM 0"4 n z: da.s■kw f7.f.. �Y LAYOUT FaTf W 81ww* tura ossa C—f CL ss a_1 Qxny snv R1fT1]I AWW DI%a ,aW I an9'0 BSFdlFh4ik .6'7tl CIES ��\J t{�ttyyff E ryy ��y" jy�� W ISI I�'y}�•y��� l�yh' a �''`/'p fLMRf.51NkV:N IRif11 RAT .Mw ad vada W L CbiD nsl, " ��'^V BLAQ^ SOUS --�-.•-'.L�*+ '"�'w.••- "`!""�'1' .. G•..f�� nmu 31 w www w1wwo ASTM a19 6M1 pa.l. E4M 0.ay N.T.S FLORIDA BUN.DlNG CODE tion High Velocity Hurricarte Zone AMS , 'rify 0 2015' NPIN OVAL SWP1.Y,NIC. �2 ter•, BERTH 11 y I/'� ,�� ._._........_...... 1.I . Eco iii.- .... .. Aii-.... ._..I��CU.Tf t?.. 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MAY At USED AS AN NSIDE OR OUTSIDE LOCK,ATTAINMENT • © R. ;; OF 1/4.0-70x3/4-S.S.THUMUSCREW TO Q�OR Q,'j C6HLRMATE3 SPALL HE MADE W/1/4*0-2Ox3/4"ALLM. t 1Ipp•�. Hg? OF 1/ AS SHOWN ON SECTION iNE, SHEET 0. ONE LOCK SWATS USED At 1/2 OF SNIfTTEIF SPAN OR TWO t;" I.QC,KS AT 1/3 OF SHUTlII2°.•T'AN• 1 c�;,xsbM 6.agamRY=a=0 FOR KAYS'F g M01wr.r:2MAIIATIONS. ONE FIY urx 0 or 6 or Q SW"BE USED AT 1/2 OF SHUMR SPAN FOR ANY SPAN OR 12'ASM OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP ._.._.__.. TO 98`.AND FOR INSTALIA'nONS AlANY ELEVATION.W LOCK 4or Q)or�,�NAY DE USED AS AN INSIDE OR r OUTSIDE LOCK,ATTACHE.0 110 + or 2�j SYMMETRICAL,CENTERMATES W/(2) 1/M1-20 x 1/2"LONG FIAT HEAD S.S. SEY MS.LOCATION OF LOCK S TALL W;AS INDICA7ED ON TYPICAL.SHUTTER ELEVATION USE OF LOCKING RODS @4W/(TL3 CONNECTk1Nf [ Il"'G5 OR;i�f TTN'AND BOTTOM!S COMPLLIELY FAAFJDATOITY. ., DETICLS ON 0 f F (N 1 J C L Y L P 0 ■ V m' �- WEETS 10 ki 5 \ -1!m Is>w.FULI. ; u 1( +j�OTES ON Jjy T LOCKS AND SENT RMS ATES: HEIGHT. I '{.,`� OF CORNER 1 m dJiY FOR .. ••^^^•-'--' OIC ALTERNATE.1Y 7 LOCK MAY 8E I �_YA' IN U..11 OF fiV LOGICS OR R AtfT SPAN ANO imp+ ! a^�8r10)+ '- I TALLATIO AT ANY ELEVATION.AL TE LOCK q Y BE USW M IW INSIOE�'OR WU)CK AYTACLIMETTr _ y � D a' '} �_�✓} C_� ..� �. `t. OF LACK j" UDE5 USING RE7NFORCINx) Loot '�" AS S71owN ON SECTFON ki�C,5HE�B.WMGH NUST B£ COTIN£CTCU TO CEN'f6"RLlA1TiS .,�AND�e W/ 1/a'11-'O x i 7/2'LONG Sa..TI+.BEADED BOLT W/7/B'o x 3/3a' v WINC.NUTlI4'g-20x1'S.S.M.S. INTO A I f4'l� S/8`RNNUf.,LOCK MAY n£INSTALLED AT MIDSPAFJ OR 12' �bJ't7) • T��j� `(.7}+`�I ^ MAKIMUSI AVE AN HELOYt MB)SPAW.li;E QF TWO I.00KINO R005 i TOE'ANU frOTOM IS MANDATORY. •ate �.� �r, +osw(�� 9� *NOTES QN 1.ISR.1 n• tM�CF]RT11YA1E8 l,� ' 1 �ONE.ALTERWTE HD LOCI(�MAIM USIED MI UW OF TYPICAL S]`I HV BLAQE SHUTTER ELEVATION HV LOCK,C off 5 VOR ANY SPAR AND INSTNLAMONS AT M Y ElE"A".ALIERNAr5 W LOCK 0 MAT OF USM N.T..S. REINFAS j1pj'0IRCEMQNT RwaT(V AS hWWN ON SECTIONS HOD-HOLANDW.IfVC,$fa7 1IS x 0 BLOCK WAY AHE FNS 4 ,SOL;DGS WD5PAN OR 12'M9OMUM 11ELOMf OR AWTVE MOSPAN.USE Or LOCKING RODS m COd wo-Y oPnMq- FLOW BO ME On f h aioci Orriciam n8 j f�.,,,,, 0 201$EASTQIN METAL SUPPLY.LIC. _............ _.... .... . ....... ... ...... .. / .... .�.L_.. EAccordion Shutter System BE'# WjORVA KV....NWW"t._�l / � _. .. ... ...... TILUT TESTING & ENFIlNf:£RING COMPANY ATTmBTIta(1 Shutter Systema 1Y�cl�non .. JSAn eaaym STATE DF CC axis r...xm.s1..–ao•J.v"A A orwxl+a.nnartu sa, AsaOCtdtiari, Inc. .OLD T 1–t92 Ills/15 rt= 4/13115 A,.no;(MS)871-1$30.Fax!(303)871-•1'151 4?68 W�stroads Drha .z ORAVANG No 4VI411+" •�`Sl w-,�.�t ifRecooml.w,n Weat POIm [iccich. FL �S3407 a '-Ty�c4S'••.,.....••'V �� R A,Tk J1 Jr. 15-085 WFUAf A T41IT dP.E. + - �Iq 1 N� r1nAn>A t;o./+4s67 a SHEEP P.k' DATE "s 5 OF 2 --CONCRIIE ANCHORS R'OUREV CCRaCRETC. - OR COWCHf.'fE 8(DI:K POUf:ED-. CPOURED ONCRF.i'E_.• (SEE SCHEWIL ON REQU+RED I/ -•y0a3♦'S.S SHECr IS) ���7 �A. CONCRETE.ANCi1pR5 MAC10N4 CONC(tEtC�� RFAUit$0 ! J- ('SEF.SCHEDULE ON ` Ia, im �' !lurs a 12'O.C. " CD SCN ANLI1aRS �% I 1 B �w1sf—(9R MauF too 0&1 SIM n / � r SY EEt I�) t l 1' (`.;EE 9CiIEUfN.E ON SHEET,$) , / ! i• / f' _ �� !V/ F+Yn r ._.f/i"i•-20n3/b'S5. r Min. ,•, � ..�.,,,�„•. .� O.. � FLACNFNE SC'[iEMS .....'-`.�%a.`a�J F. Def ......... .... `" j ... u � D!/ +1 .N, ; 2S0"Y9. , Oaf1ONAE i N. ,wmw'axaea'o- 'jOR (�q� cars V , F ewrnac Mdy®�Qq ; wl,SEPMADON f0 CLASS I S f.EL.SCHFt U oNfL Sow f F) - :__._............. OtA55-ti l L._(SEE SC�IEDUtL(IN SHEEF N).•- 1 t _..._.__ __.__. - ........ 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IT - - 14 12 10 9 E 7 y 4 R"i7 10 9 7.5 5.5 .4 3 - 1 4 0 X.3/4ALL PONI$SOLID-=ANt{tX�•AS DISITMUTE'D OY ALL POINTS SCREW.SOLT Y SPEMIY(XDJMdiY. 7•....p` ........,__ .._... •._._ ._ --- ..•___,_.. ... 7 4 0 BLUE 1AP CONCRETE ANCHORS W _ 14 12 10 0 a.5••1- - 14 f2 if 7;3 a 4,5 37 •- 14 0.9 7 11„4 4.S E,31- _ / /CAP A3 MANUFACTURED BY FLORIDA FATiFNflRS OttiECf,DRC. /4 tz'i-O''ds -9" ' - 14 ;a 'iD 'n _0 ..7 _...•.....,............._ - T/4•YI TMPCR+ANCHORS AS UWACTUREO BY POWERS FAMENERS•DEG..AND DIs1RB1hEb BY ALL FONDS SCREW,BOLT h SPECLAtV M a -" is'1z 9 T 7a 4a - 14 11 '7 5.5 4$ - _ tt 12 f0 9 7, OS 4 - 14 12 9 1 tl 4,5 S COME'MN OR AN'f 071•iER MPRfJ9FA UC(H".dD OR AUTIWf{QGry V4NO`Nt t{EYiPjTCHEO WITH hIF.ANE18Wi SHIffOT SYSTEMS ACS1%tUTION,INC. 8'_0 14 1X 10 11,..0.5•- - H 1T 70 '0 "KPIX t't 10 a tl5",5 3,5 f4 12 1Xa 7 O.e J t4 12 I L.5 3.9 4 3 29 46 B 9 l j - - B.i)MDiSAUM EL FnME1ET INTO CONCRETE FA-OCK 1X'TAPCON,DLUE LIP W/CAF`ANCHam AND TAFVM+ANCHORS K 1 1/4'ARD TAPCON 14 12 9.5 7.9 8 - - ix 12 91d ltfi 3 - 74 i'L d B.5 4 PATH ADVANCED TNREADFORM TECHNO(.OLY ANCHORS IS 1". 1 0.0 0.9 U 39 - 14 a to a 0.6 5 - Y4 12 aD 5 A 9,�. 14 12 10 9 g""" ...-...:'..1�._•14 .tD 9 73 •43 - - t4 t2'S.0 T 8.5 ,�•_ fit)MINIMUM EMBEDMENT OF I/4'♦X 3/4'ALL POINTS%OUO-SET ANCHORS SHALL BE:ENTIRELY WEDDED INTO TELE CONCRETE SLOCR.no .......... fV 11.5 fat e 4 - - - 14 t1 7 K9 5 35 - - f t 8 45 i - - - ENBEDMEHf Wt0 SR1L'CO St4NL BE Pf;fR1wR1ED. 1 f'0-10 SS.UAC14M SCREW U.-CO SAfALL�1 1/2'LONG M1NIUlR1 SHOULD STIIOCO ._.•..,.._ -... ..•,......,.. „.._.....__..._ _„_ ._..5..,..._ ETDST,AW I'UMINLO4 17O R WALLS WITH NO MtK:L`0. 14 72''9 88 4.5 - - 1~4- 17 0.55-7 6D 4 - T4 RTES 7 5.8 B 43 �- -5 d5 TF 4 - 14 12 a 7 8 45 - - 14 11 7 55 4.a 34 14 l2 to 9 7.0 :. .. .1��12''i4 ".:•Y4"1� ...6 e 6• 4 - 8.3)IN CASE THAT PRECAST STCfE,f'kEChiT CONCRETE PANELS,FIVERS OR ANY VLTiEER BE FOUND QN RNC 1n11!-1 NO WALL.OTE FLOOR. 1Q'-0"t4 10.5 .7....5 J$ _ = _ t3 a.H a.5 tC ).7 9_.._i.....s-...--.... .-... A(CORS SHAM BE LONG ENOUG11 10 REACH THE MAN STRUCTURE VEHNO SAID WALE.FIKtiME4.ANCHORAGE SHAIL BE AS ADWATCO ON 4 it 7.6_G H i-fS B B 0.5 5 -f- 4-...iv"-: i_-• y NOTE`:B,I)R B,2)ABOVE FDR IJIMAIA(IIOMS ON VRTYI,SOO OR UFS WITH OR WITHOUT METAL.SND$CON%*LT VS 6KaNEER, 03 b 5 - - - i- It 12 5 4 3 -_ ^ FOR INZA.LATBIN INTO US WRN METµSTUDS SEE SitEET 20. _.. it'-D' 1C Si,,t4-_-..�.. .. ... 14_.17..A... 7 E' 45 ". - 14.10.5 '/ 55 111.9 2$9.5 5 12 9 ii 7.....3 ...''.""'..� i-4, �.ti 3•:= - (C) N4CItORS 51 W.4 BE.INSTALLED FLTLLOWHG ALL OF THE IACCOMMFNWTXX•tS AM SF`EOTICATlOt15 OF THE A'I(tlgR'S 4ANUFACTVRF.A. 14 � ♦$ - - 9.5 'I 6, �• - - •^ it L5 -g •• - YT 9 6 48 1 - - SEC S'ptEWLE OW FOR FDCC IXSTANOE ID BEL J YEFAZIS SPAAtyt FLELATIOlLSFOP FOR ANCHORS, f4 f2 l0, - - - 14 i'L B 03 8b �^ - - TX tA� 5 5� 4 - -_,•� EDGEDISTANCE' $$US cvAGLMO St�j�SJjf EQ))•,��e; RA Bfi 4,0 _ _ -. ... 11- a &5 ♦' . _ ., •... d B 4.....t. - _ .._5 .........._....._..,._.. ._,._.._.•_"...".,_._...-...__.._ .._......,"............. 4AAA1tbf ANCHOR SPMYN45"teVIN ON 5 FURY LOGO BrSfAN(2S'INDICATED HEWw.FOR C.0.1ESS TIM THE NOlGRD,f4EWCC AIK}i0q 5PALTFirT A5 93 8 - 13 9S 6.5 & t 0.5 B S 4 DY MULITI.YJiU SPACMKi SHOWN ON SRiEIA1dE BY THE FOLLOWING FATOiC.. 9 S - _ _ _ - t4 10.5 43 -__ 71 15 "_4, S5 REnIHXT1 SPACING OBTAINED MITIC FACTOR SNAIL NOT BE USS iMNi MNMW!WACD19 Oh AMO FOR i W.4=rrF. ..-- its IV S 9 - 12 9' B {.O � - - FACTOR t3,_O. is t - - .._.,__ -- 0 5 3 - - - T=F 5fi 3 - - ACTUAF. .. ,...•.....-.. -1r.-.11-........ ......_._........- .._.....,,. ._ APCQM 1YTfH/DY 7N§'FIE 2$0.5 - - - - .. 12• G'"6 4,5 4 - _. 9.9.9.....S i .- - EDGE TgF'EX1N TNIREWFORM TECHNOLOGY ALL POINT SOLID SEF BLUE TAP W/CAP-.....•-.••-.. -• _...._-.._ a _. '_ _ _ _ 13 •9. 65 3 _ _ _. 6.5 73-5 4 - - V BLADE INCGHCE T ., _ ._ .. T4 0.5 7_..5 ..,._..__. Tl ILS'J.B_F.5 _ _ E.D. DIM.�ACLNO-r UN.SPACV40-r MIN.%PACRKS-3-1/2'...LSH.SPACIID -3' 10 76 - - -• - - 0 7 4.5 55 - .:._ R 'as'U - -....~ - i`tm k PDiFtii IE aOKfd�TE 9.ODt c�NCRi' •a -7 '- Co zd t fs e, _.,..:::: :. 11 a ss is - lay. -jr /r' fT CONCRETE.SLOCK M.3 Itgr MNOCT WL T4 _ _........__ 'a '._`.::'_. 03 a- 5 _ BLADE WORKING __ -...:. OZ4 1.0 IS'-U - - _ - - �. 5 Y. _ .. ..: .c• _. aO _ - _ = 2 t�2'm_.............,"'1.0__.._.- --b8__ ._-. 1.0 ...._......_- _.._, - O. fA 5 - IN UNISON ♦ _._... _._.. - - - - _...a. ._,._.•"_.. = K .„�. ..4 ^, .__. _• - _ t' - o.n - . - 0.51 _. 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