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HomeMy WebLinkAboutProduct Approval Florida Building Code Online page l of 2 � " 101 L � ��s'' ..�+k��..��i�4 aYc �c rr� �rt =";'< '•".�`'� � �r"u rr` 01-021 i'Vida.Naparr�°-t DCIS Home s Log in a user'Reghttatioa not Topics i Saomll Surcharge Stats 1k Facts t+t iicatrons ; FOC Staff t1Cf5 Site Map : 'Lnsks Search 3usines :. ) ! rofessi ai l., ProductApproval 1"j U56R:'Du6li Lser ��t %''�Crrrt rtircrnc::i nt.;n::s p+dact nr 1sinFlra+toc Sr:+re:>zroYr,,;U»p fKf r Application Detail FL 41 '� .yY• < Application Type RevsSson Code version 2(714 Application Status Approved Comments Archived Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268;7iestroads 0.Ne West Palm Beach,FL 33407 (561)209-9263. bfeekey@easiernmetil.com Authorized Signature Bili Feeley irodriguez4eastem metal,coir Technical Representetive Address/Phcne,JEma71 Quality Assurance Representative Address/Phone/Email Category Snu:ie s Subcategory Accordion Compliance Methoo Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer `�. Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Walter A.,Tillit,Jr,P.E. Evaluation Report Florida Ucense PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract expiration Date 12/31/2027 Validated By John W.Knezevicl7,PE Validation Checklist'-Hardcopy Received Certificate or independence f'(..7}9 s•y�;,z_�1u-��3�c�tt�t hr�r:;�;rf_;t7; ;7f Rerarenced Standard and Year(of Standard) Standard ,ygIU ASTM E-1686 2005 ASTM E-1996 2005 ASTM E•330 2002 AS 201,202,203 1594 Eauivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option 0 http:lhvww.floridabuilding.orglpi/pr.app_dtl.aspa?param=wGEVXQwtDgv'Y'YHH�"vJvx5..- 7/16/2015 Florida Building Code Online page 2 of 2 Date Submitted 04/29/2015 Date Validated 04129/2015 Date Pending FBC Approval 05/07/2015: Date Approved 06/22/2015 _-_.._._....�_f P.ro..d_u._...__... . .. ......... _ ._. .......... _.._....... ...-. . (Summary oct i FL# Model,Number or Name Description 389.1 �Beitha HV Accordion Shutter-Blade 3- Extruded,aluminum mteriocking blades retained by tracks(top and. { (Non-HVHZ)-Drvg 15-086 bottom) or storm protection ; (!colts of Use InstallationAnstructions •- -�• - j Approved for use In.HVHZ.-No it=,�a-. f'_.1�:'•.w�.''.:.,L`Y_,.-.a23'%�iz.�5:u;:_?�.'v'. '. Approved For use outside HVHZ:Yes Verified'By:American Test Lab of South Florida Inc. I� Impact Resistant:Yes- (Created by independent Third Patty:Yes ! Design Pressure:NIA Evaluation Reports Other:large Missile Level'D%%lax span Is 12'-7-for 35 psf positive r.:fi;-1�i_£'�:.,_..S t;.:-R-ty(� _ , i_[,.u_.;_Y_;; •:;i_s tf `' ASD load and 13'•0"for 35 psf negative ASD load the HV3bladew/o 1 Created by independent Third Party:Yes !window blade,S'-2"for 110 Psf ASD load for HV3 blatle w(o window blade+ and W12 I"for 62 psr,9'-6`fol'S5 psf HV3 blade w/window blatle working in unison.Max.span for HV3 blade w/o window blade for installations into i l Metal Stud walls is 70'for max.ASO pressure rating of+72,-72 and 84" (. for+64;-64 pg.See sheet 5 for other spans and ASD pressures. 69.2 Bertha HV Accordion Shutter-Blade.i Only-extruded aluminum interlocking blades retained by tracks(top and ! _ !(Non-HVHZ)-Dmig 15085 1bottom)ror storm protection y j Limits or Use iInstallation Instructions Approved for use in HVHZ:No �i° tt, i A.a 5,=_frC; D_tC,�.)=•: _::.f 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:NJA lEvaluatlon Reports ; Other:Large Missile level"D".Max..Span is 16'_O"(or 30 ps.fnegaGr i'l.:fcw Pis ,:-f.;t, .r.s.i;di';. i'1-.1. ��_:�;.- �<^a-_.t`•f�;?si' ASO load depending on centermates and locking rod configuration for the;Created by Independent Third Party:Yes :HVI blade,8'-0'for+64,-72 p.s.f.load for HV blade for Keystone' i mountings 7'-('for+75,-75 p.s.f.for metals stud mountings and 8'-0- for 110 p.5.r,for'HVI and HV1A working in,unison.See sheets 7,11 and 20 respectively of Installation drawfn 5 for other S n5 and ressures. 389.3 Bertha HV Accordion Shutter•COMBO- Extrudedr aluminum interlocking blades retained by tracks(top and 'i j aon-HVHZ)-Dnvg 35-084 _ bottom)for storm protection ?' i Lirnits:of Use Installation Instructions Approved for use In HVHZ:No u'3!:�_RR t .}y^ INC r'nl^1 .e;;e•qtr 1 I Approved for use outsfde.HVHZ,.Yes Verified.By:American Test Lab of South Florida Inc. i Impact Resistant:Yes Created by Independent Third Party:Yes I Design Pressure:N/A Evaluation Reports t' Other:Large missile.Max.16'-0"span at 30 p•s.t ASO load for Blade 1 and 18'-0'for Blade 2.See schedules on Sheet 12,25 and 28 Created;by Independent Third Party:Yes l respectively, at t 5;:7340 no th t4on Sir ia'laha Ft anon Diane:950-4117-19?4 The State of Florkla IS an IW/EE0,employer.Copyright 2007.2413 state Of Florida,a Privacy Statement:;A Ssihtlity Statentem::ftg!und statement Under Florida layi,email addresses are pUblit records.If you do not want your e-mail addrdss releand in resoonse to a Wb(c-re(drds m coast,do not send Oactronic mail to this entity.instead,contact the office by.phone or by traditional mail.:if you have any.r{uesdons,please contact 850.487.1395.-P rsuant to Spufon 455.275 (1).Florida Statutes,effeetWe(kipper t,2012,licensees licensed under Chapter 455,F.$.must provide the Department with an email address if they hatx one.The emalis provided may be-,Osed for official cammunkat on:wlth We lic¢rsee.ROwemr emailaddresses are public record.If you do not wish to supply a personal address, please ProvidetheDepartment with an email address Which can be made available to the puppk.To determine if you are a licensee under Chapter 455.F.S.,please click thy. product Approval Aempest ..... ME E:.3C http:l/,ivww.floridahuilding-org/pr'pr_app__dtl,aspx?parani=wGIrVXQwtDq YYIM H2vJvx.5... 7/16/2015 GENEBAL NOTE$-. 1.80"14M.ACCORDION CODE THIS, SHUTTER SHUTIER MIN THIS HALL{KIST i ���AChl V 1117 fYP•NR)ILICANE 2�S�FraY FOR COMPLIANCE N ACCORDANCE MIN W. 2014(SIN EDIQO14)OF THE.FLOMI)k _ DESIGN MIND LOADS SHtALL.Be OETTOtMOBD AS PER SECTION 1620 OF THE ADM MEN=6D C=FOR A BASIC WIND SPEED REQUIRED RY THE 4 ISDK,TI04H WHERE SHUTIER WILL TABLE OF CONTENTS HE NSIAUFD W111i A DIRECT10H AMITY FACTOR Kd-0.0%USING ASCE 7-10 AND SFW.L HOT EXCEED THE MAMUM(A.SD.)DESIGN PRESSURE RkMGi INDICATED ON SHEETS 11 THRII is, f0 d•20. N ORDER To VERIFY THE ABOVE C1:MDON,ULINATE DESIGN WIND LONGS DLTETU RIM PER ASCE 7-10 SHALL Re FIRST REDUCED TO A.S.D.BMW WIND LOADS AREA t: HV Bt�tDEs f��r ala Re WAMNNG THEM BY 0.6 IN ORDERTO COMPARE THESE W/MAK(AS.D)DESIGN PRESSURE RADNOS INDICATED ON SHEETS I 1 THRU 15, 19&20. . GENERAL NOTES SHEET I IN ORDER TO VERIFY THAT COMPOI&7R5 AND ANCHORS ON THIS PXM,AS TESTED,WERE NOT OVER SIRMSED,A 33 X INCREASE N ALLOWABLE.MRESS FOR WO LOADS WAS HZ USED IN IREIR SYSTEM COMPONENTS 1-20 SHEET 2 AW,YSNS.KOWCVFR.A WIND DURATON FACTOR CO-'7.86 WAS USED FOR VERIFICATION OF FASTENERS N WOOD. SYSTEM COMPONENTS 21-37 SALUTE 3 BERTHA H.V.ACCORN SMM:R SYSTE1RGE fS ADCOUACY FOR WIND AND LAMISSILE IMPACT LOAD HAS MEN VERIFIED N ACCORDANCE VAT14 SECTION 1609.1.2 OF THE ABOVE MENTIONED OWE AS PER All REPORTS: O40TYPICAL SHUTTER ASSUETLY 35•-44 SHIM 4 TYPICAL WINDOW MADE h WINDOW DETAIL -NY EAPE 0 10214,01-03,/0715.01-03.11004.01-05./1214.01-05,10317.02-06,10909.OI-10 AND((7210,01-11 AS PER TAS-201,TAS-•ZO2 NID TAS-.203 PRO'TOCOI.S ANDASTM E-1886 IBLADE.Ct)AND tAC...�[YIIN2M @L,�,.2 AND E-1996 STANDARDS(MISSWE LEVEL D.WIND ZONES-1.2 K 3)&11220.01-10 AS M TAS Z01,203&203 PROWCOLS'LAHCE MJ55IE VUERF - -HY WIDOW BLADE.m-105MOI-OB AS PER ASTM C-1886 AND E-TONDO(MISSILE LLYEL D.WHO ZONES 1.2.3)IlA,SIC PROTECMN ONLY AND 1 0725.01-88 AS PER TAS 207.PROTOCOL TYPICAL SMUTIM E7.EVAPON&NOTES ON.LOCKS SHEET 5 INSTALLATION DETAILS A-F,CONCRUE/BLOCK -^+HEFT 6 2 NV BLADE(7 AND KV WINDOW BLADE ® .ARE ENGIRURF,D TO WORK IN UNISON MTH EACH O111ER UNDER THE:GENFJML.LIMITATIONS AND(LAND MONS OF USE INDICATED ON SHEET'10 INSTALLATION DETAILS G--M,CONCRETE/BLOCK SHEET 7 3.BERIHHA H.V.ACCORDION POC;(W SCRETYS),USED AT OIADES KNUCKLE AND FOR DRECT MOAT CONNECDON TO TRACKS SHALL BEAND 114x1.75'RFSPECINELY.410-Hf MINIMUM SERIES CENTERMATE DETAILS NY SIHRT 6 STAINLESS SFTL SCREWS WIOt 135,0 W YIELD SfRH3iGRH AND 180 W 7D4SItE SOR YL RNS.'J'WJ DE COATED WITH FMW%TN'OALRn111ELD CWNiO SYSTEM AS MANUFACTURED Ere ADPROVEO CRITENMATE ALTQIWIRNC DETAILS 14V SHEET 9 CIMR740 APPUCA10M REGMERED WIN AMERICAN SHUTTER SYSTEMS ASSOCIATION,PINS MUST HEAR THE NV MARKNG ON TH OR HEAD. 4.ALL ALUMINUM WITUSIONS SHALL BE ALVUlHUM ASSOCIATION ALLOY AMC)TaIPM,VS INDICATED ON SHEETS 2'ANO 3.ffrtUMUM WELD SIRENCDI FAR M346 ALLOYIS 30.0 F.a AND 35.7 IW FOR ASID CONNECTION OFFALS 1-6,CONCREM/BLOCK SI'n'T 10 6005-15 ALLOY. MAXIMUM SPAN"TABLES SHEET 11 ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 12 S.ALL SCRIMS.TO BE STAINLESS STM 304 OR"310 Art SIXTS OR CORROSION RCSMIANT COOJE6'CARBO7 STEEL.AS PER BIN swig WTEIL 5o Iwi MIN.Y,FOD STRENOTHI AND 90 Md MOT.TENSILE smet GIH• ANCkSOR SCHEDULE-CONCRETE h BLOCK SEfEET 13 AND SW1L COMPLY W/FLOFIM R1)IJ VTI CODE SeOIHON 2411.3.3 1. ANCHOR SCHEDULE-CONCRETE 8,•BLOCK SHEET 74 S.BOLTS TO RE ASEAN A-307 GALVANIZED SR7.1 OR AISI 304 OR 316 SERIES STAWLESS STEEL WON 35 W WkIAUM YIELD'i7RENGTH. ANCHOR SCHEDULE- WOOD SF(E.0 1S 7.SEE THE FOLLOWING SHEEFS.FDR ANCHOR SPECIFICATION,.:HV MAW Q): M13.14.19 AND 20 INSTALLATION DUALS M-R.WOOD SHECT 16 IN TRADE()do @ WOWNG IN IJNSON: 12,13& 15 INSTALLATION DETAILS S-X,WOOD SI IEET 17 8.VELA 6ER(HA H.V.AOCOIEDION SHUTTERSriYIYA 6TAR'3 A U.S.PATF.Nf 1fi'779,582 COLtPONFNt"OF RIS APPROJAL ARE COVERED,N VAtOIE OR Di PFS.T TAY U.S,PATf.NT 15'450,179 ISSUED hIlO4 FIND CONNECTION DETAILS 7-12 h X.WOOD SHEET 18)FASI METAL SUPPLY,5JG 9.IT SHALLUE RSC FN£SPOtn3781111Y OF THC CONTRACTOR TO VERIFY 111E SOUNDNESS OF THE SIRUC17fRE M1iEAE SHUTTERIS TO BE ATTACHED tt1#A'URE PROPER ANCHORAGE CONrtLfCTCR i0."iE'AL/CNJU: AREA 3: Fit/ ENDOW - BTODE !AA ONLY ALL SHUTTER CtXAPTJ 0a MGM WHICH REMAIN THRU FASTEVNO"N CONTINUOUS CONTACT MTH THE BUILDING TO PREVENT YARD/FAIN INTRUSION. TYPMhL SHUTTER ELVATpU SIiter 18 70.EACH UNIT MUST'I4FA41 1'Eit14ANFJJT"lAf3El W AV^..ARLE P.CMf.:WITH WARNING NOTE pUf8N0 PERMS Of HURRICANE W.V4lOIt<:S(HOME OWNER,TELWi,OR OTHERS,MUST PROFTI4f.Y CCt ALL IN.W0.NO CENTIDWIES AND FNGAGE OR LOCK All IN AND HD.LOCKS. AREA 4: w WINDOW RI Ann(i)ONLY 11.SWITER MANUFACTUREY5 LABEL SHALL BE LOCATED ON A REXULY VISIBLE LOCATION AT ACCOMON SWUM N ACCOnAW:9!YM SECTION 1710,8.3 OF FLORIDA BUILDING COM ONE'I A211 SHALL BE INSTALLATION BEIM--, METAL.S7131)WALLS SHEET 2D' PLACED FOR EVERY OPENING,LAWAM TO COMPLY WRIT SECTION 1710.8.2 OF THE FLORIDA TRADING CCOE 12.BERTHA N.Y.ALYXVOION SHUITER SYSMA'S OCTNUTIOH::HILL COWT,S'MIN SPECS INDICATED N THIS ERWMUHK:Mb-,;ANY DUIIDIA:AND ZONING RCDIAArcm FROVM BY THE OUR7Si tcriDN pwm - PERMIT IS AMIED TO, - 13.(o)TMS P.E.R.PWARM BY 11415 ENGINEER IS CENG11C AND DOES NOT PROVIDE NrOMAIATIQN FOR A SITE SPECIFIC PROJECT:I,a MIME THE SIM M40MONS➢FLAME FROM THE PXD. (b)COM AC 0R 10 BE RESPONSIBLE FOR THE SELECTION.PURCHASE AVO NSTALAMON NCUOING UFE SAFETY OF RIS PRODUCE.EYSID ON THIS P,E.A,PROVIDED HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAIED CAN TN1S WAPMO.O.CONS WC104 SVEFY AT SITE 13 THE CCMRACTOR'S RESPONSOUFA. �•-" (d)IFAS P.E.D.WILL BE CONSIDERED 1WAU0 IF ALTERED BY ANY MEAN,. OBTAIN PERMITS IN THE STATE OF FLORIDA d)SITE SPECIFIC PROJECTS SHAT.Be PREPARED BY A FLORIN RE4T5TM0 ENGHaER OR ARCHITECT WHKH MLL BECOME DRE E7KANT:ER OE FLECORD(F b.R.)FOR THE PROJECT AND YM WILL BE BCE FLIT THE PROPER 115E OF'THE P.ED.EHNCUIEER OF RE ORD,ACTINO AS A DELEGATED ENGINEER TO THE P.tO.ENCNEO S/Wl Mnturf TO ITIS LATTER RHE RDF.SPECIFIC DRAWL COR RESEW. (e)ORIGINAL P.ED. SHALL BEAR THE ELATE AND CYICNAL SM SAND SKNATUFW.OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED R. w FLORIDA"BUft NG CODE(Non High Velocity Hurricane Zone ��100T A.jje 41' 0 2015 valor METAL SUPPLY,INC. - X.ICf4ti''. ZERTHA ®TM .Y.�7Q ` - _ 1EC t TALC. Accordion Shutter System ■ ■ ■ ■ Div"MADC#1 W/CR W/0 HV.WNMN MADE TILllT TESTING C ENGINEERING COMPANY American ShuHer SySl9flts v. OtSCAHIYICY7 DATE WON m: MSI �p'4'•• rF�� � &M"A 368.51.,St.,SmV`Ks"O+ALtRS:nwrA.337 A$SOCIOKQTIA Inc. 7 OLD 11-192 aft3 15 W E: 4/13/13 Ph-(305)073-WO.Fd.:(JO5)n7I-153T 4268 Wes'iro0ds Drive 2' s''• M4 �\ e- aK:bT1w:4CCN._ WieCt PQIrn Beach, FL 33407 3 OF2AWING No m dTFR tiff 00710 P.E. M 15-085 °iAn4 L 1{YP TiONTu Lc Q 44167 n SHEET f'.k:. Sk:AI.�I�,iSS«URE/()Alf. T 20 t3'I LWI"we 6W%� n • VARIES .09 4 sr1 °=fit!, CNV 0--&— BLADE NV UNIVERSAL FLOATER 7 b 5J BY 90'/19 COVERED UNDER US PATENT 111 5458179 OUALFIED FOR USE W/ HV BLADE tDto (4�HV DIRECT HV SLADE I� 69 HV WINDOW BLADES 6005-T5 ALLOY AND TEMPER' QUALIFIED FOR USE W IN 6063-T6 ALLOY AND TEMPER -SEE LIMITATIONS OF USE OF BLADE.�T�y ON SHEET 19 BLADE(1 . YJ 6063-I6 ALLOY A TENPEN 124. 6063-d6 ALLOY AND TEMPER -�.....„_533.x.._..-__• , AD5' a ¢i n . 72 19J2 m HV ADJ. ADAPTER WlL1PJ ----`436' VYALK—OVER TRACK ezD •- !.._ . KV ADJ.. BiAo�0. OUALtTED FOR u�.E wJ r jRE�CH TRACK ss , 7 6065^•T6 ALLOY AND TEMPER BLAOE(I1 QUALIFIED FOR USE W/ HV I,��� 6063-T5 ALLOY AFHt0 TEMPER SLADEU ONLY. 1,1^L.•RAIN MtAL1.IG BLADE 6063-T6 ALLAY AND TEMPER QUALIFIED FOR U(�$t)E W/ NV 6063-TO A41.OY AND TEMPER YARiFS 7.935' B{fypc N t- Im. � 6063-T6 kU.tlY A D .EMPER Lill, g III 2ig03' ... .083' °�1 ,G03• .� A.F�_ + �G9S. S I _ t _ .......,,........ • _a4F9� ^j mC - dor 4 p.s 870 .1.866' �y �S•• 670 3520 it �[CEILING HEADER HV HEADER/SILL_ r S HR CEtLTNG HEADERfSIL! t ONLY QUALIFIED FOR 6 A "W/HV ILADF.�ONI.Y / 6063-T6 AL AND 1EMPr QUALIFIED FOR USE w HV BLADE` (I HO WALL HEADERZSILL SEE SEC71ON5 FOR VAUDB SEF: 5E0710I�S,EOR VALIDITY. "�QUALJFlEU FOR I15E W/ HV 6063-T6,ALLOY'fiNp TEMPER 6063-T6 ALLOY'AND TEMPER BLADE CtI ONLY. 6065-16 AI LOY ANO XMIER f! '- COUPONEM A e T1 12 X Y t I 'X YlfKl i YI 2' S•M+JC.1 IJ6• L/6' 3 -....3...0.070' @i 2' S'MAX. 0492' 0.192• •.,.,....%:....^_..� . ._......_.....R_..._.____.__._ QU SIDE ANGLES .........._..._._+-5""'7. LAx'D.19n D.19D OSTS 4UAL1FlE0 PON L'SE W/I'N ALUiA1NUM N��S $ LFIED FOR USE W/ I1V BLAUr`..{ QUkI.IFIED FORUSE w/FTV BLADE6063-T6 ALLOY A1f0 TL'MPER BLADE(1;10NLY. vAX.;0.155' 0.731' 6083-T6 ALLOY AND TEMPER 6063-16 ALLOYANDTEMPER FLOW BUILDING CODE(Non High Veiocity Hurricane Zone 11% H.TK(j� 0;12.01s_EASTERN&MA.SUPPLY.INC. RTNA A TM Accordion Shutter System A■S.&A. ttv.riaDE#1 w/ER w/o tcv N1N)17w d1DE American Shuffer Sysfems v. OL3CR811C i I awr I RAl%N W: Mi -jt; ,��.✓ TILUT TESTING"&ENGINEERING COMPANY STATE(JF see.51-. .,3M,MMIA OFF:s,nnaw s31(4 Anocloffon. Inc. , IX.a 1 I-tv2 I/t3/15 UAYL-4Jf3jLS Fj tl ��p ph-:(30)VI-TWO,lroU.: os)e7,-,s�! west Pofm 8ecchI.Rr334D7 s - 021WtNC No E9-OW67I6 _` 15-085 S10NA�F�"0' KNtER A Tut 44 67 6 _ �- SHE2 20 fx,F. S�L'!ft/GdC3hS19'T:�Rc/C)A1F. rLarDA 1.k..a+'+57 s OSS.) (YaTO PN64TD riM C fASY Poy_ — P rlra . ytitOiS IMM o ..�1,T. "f 1 .sf0 LTrvvss entKt>ra uaAc4 cumin sem:%-� _ .._._.._...__. `' Ra ' {_......._.._..j..... nl v ^_� tt IaYs(Ofy (c+wouC rAAYtn) 2w�' =r" L_�a jou UA EGRESS LOCK QVAUFIEU 3-TO AL 1 & ONLY r t6063-TB ALLOY AND TEMPER IED FOR USE W/ HV DLADE t & ONLY y7 i,..._—}.:42:____.1 IFI 0 USE W/ fN QUN.JFlED FOR U5E.W/ HV 0081-i6 hlLOY AND TEMPER ADe0, ONLY. BLADE&�f?),ONLI',. PUAUFIED FOR USE W)QM BIAnE i�ONLY •_OD• ,78-, 6005-T6 A17.OY ANO TE.EtPER PIA40C 1!UD IMUDO TO s.aaD•. , r -.760•ATTER RIVERn.1D �j• n '�4p--20 X 5j ESffORE RfYETiNG S,S" THUMBSCREW 1/4-0-20 RTHUMBSCREW1 _..1 *:CRiG.9444 KLnANiIM(ams-13 MMOY}TARGE iT}NCE 7101 • I,.Ol7• ClItYY KVI6L7YI.Pear/O6LO,a5' JERS C 01IM til'Av011. PLAN FRDtff ELEVA11W ( NV MALE "T" LACK CENTERM ��- i c amrr TEXIOV A srP R len mss:crest OR Eo tbl s.56a' 2 LOCKER-POR "j" LOCK CENTERMATE QUA IF(Fa FOR use W/ IMV elAL1E�0N1_Y NV FEM{�L �"_►LOCK COTERMkTE NV °T" LACK NV ALTERN_TIVE LOCK 60(3-T6 USE AHO TEMPER QUALIFIED FOR USE QUAUFlEO FOR USE W FIV OUALIFIED FOR USE W/ HV BLADE(I)ONLY QUAIJFIED FOR USE W/ W BLADE(I�ONLY W/HY BLADE @ ONLY. ITIAUE.!tij ONLY, 6063-t6 ALLOY AND TEMPERltsf 6063-i6 ALLOY AND TEMPE D ' lY'3• i1t •- k CYU .2T1'� � .083 .062•-� .! .��.. .,.-" KEY CYLINDER .510" r t3� ` ;. PJ �ao , .124•um. QUALIFIED FOR USE W/HVRol)fILADF. t & A ULwUE+ED FOR USE W/ hV BLADE 1 & ..+ e I I- 6063•-T6 ALLOY AND 7EMP£P, 6063-T6 ALLOY AND TEMPER I I r[rF nRMATE_S INSERT- • u vu Es. 72 Nnl. ouxiRED FOR USE W/ WBIADE ,/F r••Mo ss p1 SIO'e-,n t.INY 6063-16 ALLOY. N TEMPER _ -FDOMOMFIN D --.'4TK R7tNftSTlIEIR. } t ti/2- 1nt auli R lsS 1X025) tl� OR VCCR 1.70 Mar, �QCtKING RA0 1/.. ND LOCK " QUALIFIED FOR USE W/IMV BIADE(1) uta 31$"0-16-� L•s7s•s ,� / 6063-16 ALLOY AND TEMPER �jfil jACETA- �J�f�f --1!a'" x-20 AISI 304 by REGENT HARDWARE M LDCKS SERES 2353 NOOK DOLT LOCK. OLEJERIES S.S. THUMBSCREVYS QUALIFIED FOR USE W/HV MADE 01 4c @ ORILI D AT�'n'RAG SILfQREPRCPER c 8ED6NLNT QUALIFIED , rM/ DLA (J) QUAIJFlED FOR USE W/ FN BLJUIE (�1.URIDA 6UIl1NNC COUE(wOn li; h Vetoc{ty Nurrfcano Zone: 0, ` • J•, 0 2015 EASTERN META.SUPPLY.INC. ' BERTHA THA HVTE, *_ "T-1 Accordion Shutter System .aAEE#i W/OR w/0 RV WNDav a CE wSmA {€ `ms's ` •¢= American Shutter Systems - I DATY O MRN cs wL •�� T)LUT TESTING& ENOINEER(NG COMPANY —�- y Aaaaoiatlon. Inc. , oto t;-ie2 /ta/ts rx7 4/t3/)5 �. `. am I10.37 5t.sr.los..xI-:(30S.{TORN 571 -`x�+•-EEUR1�-.�-(�y� Paw.a:(sga77-,s3D.,cap:(laS)nf-Is7f x268 Wesfroods Drive a y �DRAWING No ��'� F e-mea e7roxOc.com West Palm Eleach, FL 33407 s j5ro$ m-OD0719 y / /r/rrllflpiplp�4\22 2 WN,30 A TIUR$.P.E. -----'----____..T n.CAMA tie;tT 44167 SHEET P.f... SE•AI./SIGNATURE/DALE 6 "- 3 2 SHUTTER ASSEMBLY SCHEDULE FOR C1_�• _ HV M HV 6A 41 i T'utN ICE b2a TO Uf/5 T L ......_ U HV GIME 1 I �'� tars .�. ... i t + ''� .. Hv>9;fr friADE 0025' si'�:Y •� .oaOs^ ® HV BLADE lAUAW �-MHV LANG RECESSED NYLON BUSHING 3 "OR - ,YII n KnUctCIE� .p O�11P1 .0623 .7879' YHV SHORT RECESSEDNYLON BUSHINGHV NYLON HAT WASHERv +.! lropmy it.73 �. ® rlv WHEEL CARRNGE asI 302-303 SERIES ,�1�1 1 ? n µ //17. 7� x 0.870'x3/16" THICK NYLON WHEEL. j j.\�.�✓ hl `�q 2 7/a•UK - N't g"� 0.188"0 ldSI 30'2 SERIES S.S. RIVETS •---}----�' 37ab I SEPo��N s aJ. eJ.7.+Oo 4 Hv I 3/4- ACCORDION PIN W 8 HELD * EX'iERIORtff— j; N' &5 J/s• � • _Qr! 4444 / B L_J RR oPu+tww ON c I s s4 'Y x @ HV 2 3/4'ACCORDION PIN W/ 98 HE1d) * .I }- ✓ � �''3,1'...^ _ r 2 t/i 7 � ® POLYCARBONATE 1141-ACT RESISTANT HV WINDOW j I �•i I ieETrfF.Et4 TYPICAL HV WfNDOW BLADE- A.ND :,.,_... POLYCARBONATE HV WINDOW DETAIL. (DOR® r(i-� or 03 k oouiREfT1EMT5�, (I)OR j X PD�LYCARBON(TTj IMPACT RESiSlaryj_t�FYLNBOW J BAYER MAKROLON 3tO3 POLYCARBONATE RCSINSj* KNUCKLE FOR x: - `•' —�_1 ( ` '0 rLIMEIX IX n d NNOVAIIVF PLASTIC�LEXAN�13.RESIN ED GRADE OR BIC EXTERIORy WWOUIR j i (j}OR Q� +! ; (SFE NOTE 'F ON SHEET 19). i I : --�L. (1) HV PIN @ SHALL ALWAYS BE USED AT ALL EXTERIOR �- 0 i E BOi'iOEA KNIJCKLl5 OF ,TV ACCORDION S'(STF.rA tvJ HV(D OR t w ! EXTERIOR POLYWOONATE SOURCES FOR HV ®BLADE. JICAL SHUTTER ASSEMBLY ?: Up",M40403 (2} HV PIN e MAY BE USED IN LIEU OF J9 AND ONLY AI HV PIH�EM1 AT EXTERIOR BOTTOM KNUCKLES OF HV ACCORDIONSYSTEM WwE / HV 1Q c0.J2.- OL 's xNucxtF."` YtIIs1L BLADE WHEN CORRESPONDING TO INSTALLATION "11", SHEET' 7. 3 (SEE NOTE•FOR mccr aewm s»6107 aoo®/n' a.a3 w.1' antsy tl aEOUtaaa+iS, >u.az ran sraaanxwrty cax ,v.400 W. uam n::a (3 HV PIN OR W 1 7_" O.D. 1/16' THICK S.S. WASHER -`6 t ri,wxtw saaxcpt u rno R W mob tz:w w ts+oa r.a } -a � / / / o ,i/�' i nenruLubowr, urw 6790 s400v SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER Bum. X- ; ; `�i oaecT t6 A SHEET xmann and sh,ipze rr_xar ® I I .or retObMLttetMnla.,.rs EEL CARRIAGE DETAIL DrA+ -n we.s o:x ".b x w< FMBLY LAYOUT n.tr 0,nura, Kau U= at aas n-t 0-s% 44:44 :w twran nrrr btV4 tow•r Imo•r t6nOtau� 7.au ms, 1Tlr�.t Saa4w:Jt NZII1 4r. Il1:M x7e a1N.pa.i. 6'eW o..t 1 NV Sa t4�� HV W,�.l�4W GLARE DETAILS- '°�`SaR3T�.tuaaatro ,;�„6» .+,�„t. 6Se6�,, FLORIDA BUILDING CODE Non Hi h 1/efocit Ht,rriccne Zone' -^' iiL EC©�a.�. �� i,,�,Q� Accordion Shutter System }LV-aAX#1 W/OR W/0 H.V. WINDOW asVk American Shutter Syatam� EM .nelU6vnow atr oawfa.ar. u2. TICCIT TESTING k ENGINEERING COMPANY 6456 Kw-311 5: $ts 3W.WRC M WOW.ftCAiN&$M ���tion, Inc. t eVA t t--t92 +/tsits WE.. +113,115 .� tM1ioae:isas)a7:=tssa.F.:(4osp71-snt 4268 Westr6ods Drive z t.�K,-�• DRAWING No s AID a-mw:LxeeeCedeem West Palm Beach, F 33407 3 +VAL EN�� WALTM&'M r'r.Pc. 15-085 P.E. �`LAX�f+EItS1h4��11RE/DATE noaw u4/4.161 s SHEET 6 4 OF 20 ,- F�F"' *NOTES ON HV- LOCj$�ANQ C.,F,NT� M,(2 ATES: A D C a 'fi.� J Y M 3 T D I m Q 1.MANIIST=ODROffM s1;ONE IN LOCK(&01 SK4L BE USED AT 1/2 01SHLI TER SPAN FOR ANY SPAN OR 12'At30VE OR 2 OF SHtfii SPAN F'OR.$PANS uP TO 105',AND FOR tNSfN1�TfODtS ANY ELEVATION.INV LOLYC Dr MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TD QO DR CENTERMATES Vf/(2)) 1/4'0-20 k 1/2-LONO FLAT HEAD S.S, M.S.LOCATION OF LOCK SHALL BE AS IWJICATED ON TYPICAL.SH11nER ESEYAtiOIL IF DESIRED. FOR OEM PERFORMANCE,OR FOR SECURITY PURPOSES,UP TO TWO HV LOCKS OR BE USED AS AN tNSK}E OR OUTSIDE LUCK.coum CTKIN OF Lo=TO CEN ERMATES o OR 5TUF BE A;INLHCABE S NOTE(1)AEOYL LOCA�N OF LOCKS S1W.L BE AS INDICATED ON TYPICAL SHUTTER F1EVA7KIN. _ V. ��:: ���� 3,oe ODrw cONDMON i� w0 Y WHEN H8��tM9n&M m!DTTTDN 1t QR I.nArrEo MANDAToccr coTaoawN .._'C4 0_ 04' ,.4'01 11S®IF D R®TO ENHANCE SHUTTER PERF I-CE NOT REQUIRED RODS T�1 ORIAli ALTF-RNAICME OIVE DEVICEBUT Y MAY ALSO.BE USED AT STACKING POSITION(NON HURRICANE POSITION). �5 IF •ONE1NLACKW.L BEAT CORNER CENRERMATES FOR AYY SPAN S F7ANY ELEVATION.HJ t0 ar SW1L1.RE USED AS AN OUTSIDE OR INSIDE LOCK. ATTAO-M TO a CORNER CENTERMAIEV/(2) 1/�0-20-x 1/2'LONG FIAT HEM S.S.M.S.TWO LOCKING RODS 1ma- ® �' AT TOP&BOTTOM SHALL BE USED.LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION, 1t( I ¢ MAXIMUy SHUTTER SPAN SHALL LIE DETERMINED AS PER SCHEDULES SHOWN ON SFIEFI 12. ? g E$p I S5D ONE ALTERNATE HV LOCK MAY BE USED.IN LIEU OF HJ LOCK ur& FOR NNY SPAN.A3Q T} a F�La.,'E INSY TWIi�..AT ANY EI.EVAT!ON..M,ERNATE LACK{�'MAY Be USED AS AN g�7SiCE-OR OUTSIDE LOCK..ATFAC!WENT U5 ��. a A3= OF 1/4'0-20x3/4'S.S.THUMBSCREW TO�j OR 0 CEMMWATES SHALL BE MADE W/1/4.0-2013/4'ALUM, ri'rR riFsf? RA/NVT AS SHOWN ON SECTION WE,SHEET 8,ONE LACK$HALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO 1 / CISaUg + C LOOKS AT 1/3 OF 94UTTER SPAN. C Y) 0.6$ICIMlY COMMON IM FOR KEYSTQNF LainmNn �Ta1AnnJc- ONE 1N LOCK/{�or�or®SHALL BF, (t I III USED.AT 1/2'Of-SHUTTER SPAN FOR ANY SPAN,OR T2'ABMT OR OaDW 1/2 OFF SHUTTER SPAN FOR SPANS UP 1. i -! TO 96',AND FOR IN51•AUA'RONS AT ANY ELEVAAOH.HV LOCK�,4 or 0 Dr Q,p MAY BE USED AS AN RY,'tQE OR OUTSIDE LACK,ATTACHED TO 01 or 0 SYMMETRICAL CCNTERMATES W/(2) 1/4'-20 x 1/2'LONG FLAT HEAD$.S .SEEETN I a ,..�.r MS. LOCATTON'OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER C EVAIWN. USE OF'LOCKING RODS ji�W/({g CONNECTION L ! S �'y .OR(��TOP IND BOTTOM IS COMPLETELY MANDATIOR>. DUN DH V SHIM: l 1D rY i j t . too1cTH.FLAa. �� *DOTES_ON HV "T" LOCKS AND CEN7ERMATES: OF CORNER N- CEF1fERlAATE ONE ALTER1taTE FN T LOCK Q MAY BE INSTALLED IN LIEU OF FN LOCKS .j OR FOR ANY SPAN AND" .TALLATION AT MY O.EVAPON.AL7�N41E LOCK(T�rY 8E USm AS AN WSIOE'OR M LOCK ATTACHMENT OF LOCK(&INCLUDES.USING REINFORCR4C LOCKER C2/,AS HOW.,OH SECTION IND,SHEET 0,%ftCN MUST BE ��^() ac(� • °`1�T.I as ---•-• C NiNECIED TO CE NIERMATES 0 ANO q�W/ 1/4'0-20 Y 1 1/2'LONG S.S.THREADEO'BOLT W/7/8'0 x 3/32' y f WTMGNUF OR W/ 1/40-20x1'Si.M.S. INTO A 1/4.0Y 13/8•RNNUT:LOCK MAY BE INSTALLED AT MOSPAN OR 12' t «v}•p•3�a�(�•I'7�•� °P MA IMUM!�AND BELOW MIDSPAN. USE OF IWO LOCKING RODS TCP AND-BOTOM 15 MANDATORY. erg � "^�i 6 �(+•�A� *NATES SIN HQ lQ�j�,S & CE. ERMATES: I.yD W/ND CNTNinlNATE9;, 3 w/ E ALTU14ATE HD LOCK,0 MAYBE USED IN DEU OrYFICAL(-1) BYBLADE SHUTTER ELEVATIO W LOCKS V;FOR Am SPAN AND INSTALLATIONS AT ANY ELEVAMN.ALTER14ATE ID LOCK®MAY BE USED M.T.S. AS AN=Or OR OiRSQG LOCK.ATTACHMENT OF HO LOCK 4 TO )IS W/3 JS x 3/8•F.H.SS.M.S.AND INCLUDES REMFORCE7eENT IRSER1 As SHOWN ON$SCDONS NOB•-HY8 ANDSHEET Ia.LOCK MAY BE INSTALLED AT MIDSPAN OR 12'W NMUM BELOW OR ABOVE MMSPAN.USE OF LOCKING RODS(i�IS COUPMMY OPTIONAL FLORN BU11011an High Velocity Rurricane one Gi 201S EASTERN METAL SUPPLY,INC. BEHYRA ~ r- ���� ��� Accordion Shutter System 11 E C O Lac. tiv.anoE it w/aIt w/o M.v.wlruvly 9,XX American ShuHer System* DMRImw w,c awes s+ M�. �.: TILLIT TESTING h ENGINEERING COMPANY STATE OF �` Ktl,xa Su 3M..'Naw"Mos.ftow�33,w Association, Inc. OLD 1l--te2 4/13/15 6116• 4/15/15 Fna :(3DS)IT1-1'110.fox:(3a3)37L-1!31 4268 Westrooas Drive R DRAWING No .--k DD..ftd— West Palm Seoch, FL 33407 3 s •......'c�',` Fx11EF A.I" P.D. 15-485 �,S,ONAL 1 xA`�� ftue,7,LA0.r 4+107 e. SHEET RE, SEA"(S0hX1URE/OATS a ^- S2E 20 POUKO CONCAEH utaiON �j"1 OR CONCRETE (SEE 5diLT)U,L ON syT£L7 t3) I' � ' `� EAS STING t t ' TO� ` aGOUL¢EO EDGE of —i to to itwa ''� i w:vswww !tse saeouTl on t � , 1 SCAR IF tixamt r ro arra. 9 Am rAEkiL EXISTING v 'A om 11 S I i I EximNc I, /10x3/4'HEN b'ASRER HEM t I OA 3 15 J/a KN TFx satETTs m 12'os. E jB OF p �n -COfiCRETE ACNORS - I (sac ScHMULE at Stf£ET 13) / v ' PUCAFAt. (I''� _._.EDCC OF ExIs11Nc ;; i ED=OF-9f/ y SLAB fF / a _ SLAB W 1/2 +T_ MCE OF i ia+,vwmar fRPUr.� 6D o. %i a a ... /J _. ....... MVUCF¢tE ....__. . ._.. ... . t mO.MOFT: AtPOCNU fWtyREIF ....vvITURED Fw HEM CORCRETE ANDHIFS. 'U34DAY of%w i' / CONCRETE. / ..__••�E•p v. !' EEREQUIRED (Sa-SCH'EUULE ON SHEET 14) "t r.tTR B,fi d". 4P.FAUTAID . In sioa,o.w i OR cm atm I FLAT HEM.CONCRETE ANCHORS IFrmsaTn� REOU:R£D E:n.x—.-._... _c IT— (SEE SCP.MLE ON SNEET 14) AA111'.T NCH INSTAj�L�4'jj,�N 9 ONLY FOR UP 10.470, -79 PSF A.S.D. ( JiY FLOOR INSTALLATION (D HV WALK—OVER INSgALIATLON �,�U LE PRESSURE R T'NG&FOR SPAJ15 PER - HV_CEILING �N p, SHEET 1 ------ TION T--- —_ CONCRETE ANCIMAS i.._u+io ais ~I •.•_. 1 (SEE scidbX ON'� f—_._...._._dVO / J a<v mr aKkw Tfw W pxY axxu�,c :sttr:LT t6) / ,vnwxza tifa�oraw �- . DOSTING w xxv rU EX4rVtO F.XSTING ._.__........___._..,—� 4' 1 'm.IW!w.9 aAq +� TIi`GD1r/.'K�f(R9 M/ GFX. :$—'1 n GLSSS •-,fSQ!!]dYlfl Q1 L@ 1, T ,li _._._..-� ' aroMxrcw m .. t 31,•P T aimtr W a O 1 i 0 I' 1 1 .� t:a,uxxs w a r Fca w To a'-9'svN,No r°°UK ,gab sc eANr Al _ , Ow)(Ul Iw+E ttoN sHrET,r n� 1/2• FI _......... F o. r <,DxJ/, ILEX: 3 B-_ 3 oa I J ( Nw l t' } rrasHER HEM / car. wR.... r. _._._ ~[wuc _ __ ......_....I I ' {".�.� -TEK SCREWS �� ... A. jt<u:5/1' N&X f+fll7 // �- .� �318- C, 8• i ,. •• -_- rIX KREYFS O 9O.C. ! `%_!___ ;• 'I..—• ,. . i .��� 9 Off I 4•.••2o ss us CONCRETE ANCHOR, p — 6 7 1. {r<xs/+ s.Os. t s_ ._ —en t/�.ao wn / E 3 09'O.a _ - t ii I/oa•I I .-j.•...��_.3 14/NUT 11 9.O.C, i r"tStr SC IETARF'pf L �' •'. Y�,". SHE!E 11) '� } - -....$E�... . '� ////////l! `.` 17 18 `� :, �-i:ou•'i�w: \_ocsTr+,:r+a%ctmxruau. r // " `' tT,Lt•.TNA(UE4V7FL11rrF / y?.., E.tl. Sttx) MAD ff _l L__ F.H.s.o.a urf. _routtD m ore F CONCRETE uecNORs SEE NOTE IJ(D) F 1WOW ! �- /J,t({O/^/ •—^ R(MN7ED CONcftETF-' (SEE SCIRINJIE ON Ot7 SHEET 1 \ -SEM NDTF.'13(a) e'/...t RN CON CONCRETE,.... �7 SI1EEf 1 __ `. �y .._....,_.J._�_ ..._ 'D' .. ._.• OR CO:M.RETE F3�.00K SHEET T4) —•••� ^- .....I.t_._../.. Rf,QUfRc"D ON CONCRETE PLUCK �.. RE'oulrtLD. •�KEYSTONE MQUNTING iNSTALIATIQN 1OPT"001Eti COON CD• (TK) HV WALL. FLOOR INSTAL BON HV WALL WALK—Q}IER INSTALLATION `°`T A.%&cam P'�T`s''G.- "' RrQUV". umo wun-A wry W-G' SiML.BE Nom FOR OOA+UIr1.tTiOH OF SCCjy{vtS, RLWOVADIL WHEN PERFORMED _ L 0.m EDGE 05TAN:L 1pyOZENT TO AN W'£RMU:I= 0.arc UN ATIONS OF USF.FOR ��LSH£ET 4 FOR 71ii M SHUITF.R (SF.F.SPEarwAiNSNS ON St IEET tJ) OR£NTAANCC Rt/•DE NON SNEET t9 2._MOUNTING �br CRI BE INSTALLATION DETAILS W/ Cy NV B L.,�D E W ANY WAY TO SI41 ANT,NSThUATM, FLORIDA BUILUNG OEM- High Velocity Hurricane Zone A;:l'f(C/Tv�� ®2015 E4TTR4 UETAL SUPPLY,INC. RHAHsi TM fi � � 1.�� Accordion Shutter System � T. - -> f L E C Cs t N o. 10.0"#1 w/CR W/o KK 15IMIN a" `:*= Amadcan SFTuttar Sysloms asrJpMod VATr OROM er D1 TTLUT TESTING ENGINEERING COMPANY a'•, STATE.OF 935iNl/.•✓EM1f.,%,.16 VFYPhCUdJ15{,hj/Sl Assocla4Ton, Inc. I OLD IT-192 4/t3/tO Duc 4113/15 _,c�, r'f-c G-e moxa a(ssynt Isco.Fox:t3os)gr:-rs.s 4268 Westr000s Drive x DRAYiINC No �°'F •:t` � �r.� ,- c ERema6d.mm Wes' Patrn 9eoeh, FL 3340% J W ,-OOCa719 4 15-085 WALTER A DU R h.P.E. P.E. S�A'%Si�'NA`CURE/DATE FT raa ux /44,x7 a SHIFT OF 20 SLE,K,Its ON L%XM0 Roos(D,W LOCKS(i3 Q OUT 9� IN C)75,ING GLASS INSTALLATIONS W/ HV AND ALMINATC to UW 9K 5. * rAA9e W.9 ODA,,INF IS vk,o FOR NJ BLADE W HV CENTERMATES CENIERYATS Air« VM 131A)E0 10'Um OR sEE EN kIALl coNNEcnoN 10 LJ°' •®°®`�°' EwSnNc cuss DETAILS 6N METS 2'r2-x,/8'x9'-2 4 art • 3 w 1 -2' .................». 6.1/2._.._. 7. icnas-Ts 14.0 A1a4 OPPOSING --I_--- AxcEE w/(a) O O TM99s I/z a©,�} I 55YMMETQYCAL Ara4oRs To aURCRErc I CEN ERMATES RM ATES NiR,sEbuuTroN (4)1,0.,/a•su.s.Io nm I,oxs/•'su.s.o,z HV K a To G,ASS 0.0.rvu.t.axoff; k 1_ 4a�K t AT CAW AN9,F_(IW) l / I (SEE SCHEOL4.(: ` 5 * �5* g ov iEET „) I �. m l"d fig:._._ .....,.......... I ._.—._ _...- --._.._._. ` /L—,. ,fix ( 07 - 10 •�m' � L' F � L6011C ° :� 10•®m©.�m�.®m HVQ HVA m m 6 ) m g a 10+ 3 m —POURE4 CONCRETE 0„ EXIS,INB CUSS COA•CREW MOCK WALL • ©' I�j°'®' �U•g ,� SYMMETRICA —_ s .z • m s . CLASS t r -. l �N �,O kJ � � x,.N. sEpA4AT,0N 1 8 w 9• w 1 5 `_e snt CENTERM, j S --f Ta Guess cJ l -�* r 6�. ^^C� mow® (SEE 'KFGLULE O I x Oj• * ti? H!! !QS S OPTIONAL �w I�g^ 3„t®\• ON SHEET„) NIN.�ARATK,N �a�-...` /•� --�_ m�5t� .._—_�- �_j� TU GIASS CCCJ77 ,CJ,J]t .� (>E SGHEW,E fN OPTIOaAE t _ OUT VAMC, 9? - _*Y v 0 `(2) (DOUT NAY.R= / OUT \. cExrERDR) HVE HVF** HV.D FLORIDA BUILDING AE(Ron High Velocity Hurricane Zone ,Silt I 1f ®2010 EASTERN 10AL SWIFIX,IM. SEAM T. ` p A■ KV Accordion Shutter System 1 Lx E a c. _ ■ ■ ■ RACE#1-W/'ER W/0 RV.Y4Nw J 8J.1DE TILLIT TESTING& ENGINEERING COMPANY American Shutter Systems 0tsc,re,IO« aTr 9wm+Im wt a'•_ R7ATEdE s` 0x11 Kk x*.,.ss.U.3 .w,rQ. owwa.11D=4a1, Aasoclaflon. Ine. sI co t,-,gY 4 13/,s OAF: a/Ia/,s r'tq�-? F"'me:f-�s30�1-,sw•rox:tsas21-11111+ 4269 Westroads Drive •. x DRAWING No FIORIOt` --W Ot�OO1C°•^ 'Nasi Polm Beach, F L 33407 a <........- G� , eb X90„: 15-085 wu.,m A uw1ra SHE OF 2O P.E. �'fAl2/��,�n�I:/BATE T,nRLu LTC 0 44 441677 s POURED CORURETE IXKIHIM C(INCRETE �YONCREIE ........_____ \ �.......POURED CONCRME OR �«- OR CONCRETE . BLOCK WALL REQUIRED '-' BLOCK WALL REOUfh73 REW1GtED BLOCK WALL OLO(S(WALL.REQU92C0 -. .._ >, .//`�'�.........._.... /� / FXISilNG C(A55 CAttCRF1E ANCHOR FXP t.TK:(xASS. :'� / ..1-,_.-__�_........L) / _.-Z•L(UJ ._ F%PIT GLASS (E. (/ TO oAm((SE LVL,7p3NTA110F! _i. -'I SaYPATION Ci. _____..WL SETYFATM SP;fDU,C aJ SHEET WL SEPARATION Ea Ta c(Ats{SDE ,1 rCR ILaDE OAttJ To cws(STs aenu£a(9tEr 1/te x3'MAX.._.. ON 9rzr 19 FOR SOMMUE OFF SIM I1 FOR 61ALE OAM SOEUNE CN s(zT 17 rat wa0 m {soca-ts>cavr. ``'•- (iu'�m&0 _ TT rT,TR aATTEOAra (LOCATE AT��('��,, Ct(3EEr 19 ia( P1.IlY.CLOSER / , Fll/Cf5©4 +/2• / Qi SItQ.T 19 TTXi ErITLcrt SAT Y anoLs0 w PLATE(LOCATE +/� I 1 —I+ mArAsO,&q oT;6) At rJntL"!TOE UNI O (/2• :- .(D) I 4.USE 1,OR 2•MAK I -- ___—_._______�.--•.•- Jl10i7/Y SMS I L _ `...-... (AS rI.JCARLE)x2•rltR•A•-2• j10x1/2•>.u,5, j O T6-U.C. ....`�"'. ._� ALllM(NU4 CLW Ak(tE W 16"O.C. _--_•—• .. y (6083-TB N.LOY)AT 1llDifciCH( -_'__ W�� _ (2)itsIt/A2-S.P-nr7ic &To � WALL AT i'O.C.(LOCATE Ai 05 — SEE r>co x exit �OR�. 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EO - J ♦SEE uurtt=oNs or(ISE roRON 3i(FEi t9 RML VIEW YDOR ®` , DETAIL xOR i (� © ��• 0£D coMczET£oR0•Q'OO.6 6�• { 0•®t ©®- `g60Gt"�" �� ` NV WINDOW BL-ADE INTO 0•®•p•�Q.®• `� CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL ,END CONN GT(ON DETAIL© Fl,QNpq BUILDING MEMO,, High Velocity Hurricane Ione 0 2015 VS(ERN&CAL SUPPLY,INC. - A sS,,S,,�(o B y :.•: — IIL.IE��f��, Accordion Shutter System rtv aaEE¢1 w/CR W/0 RV.V*MN BADE American Shuffer Systems Y.V. DF5CWa:wh DATE MAWN LIT: u.t_ • ITLL.R TESTING.B' ENGINEERING COMPANY STATE OF :,'�4sT 8 ..S&I sl.sw x4. OAWK RLM at, Association. Inc. , OLD r7-+92 4/13/15 DAIr, 4/13/15 9 OR Phone:(TUS)871-ISEa-lt .Fax:.(=057871_(53( 4^^<E8 Wes{raods Drive x DRAWING No a-moa:I TAcotta, D West Palm Beach, rL 33407 s I 15—085 W ,AL1aiunPNa s";o'.E.SNcJ3A4URE/GATE 6 of S�HEp SCHEnf it c [� $.HC EAULE & MAXIMUM SHUTTER.SPAN "L+"OR"l-" MAXIMUM SHUTIER SPAN* "L4-" IMUM SHUTTER SPAN*'Li• R rtan >t FCENtr ;_P1O (ft:). FOR INSTALLATIONSr�W/ OR 'L-' ((t.) FOR R 'L-' (ft.) INSTALLATIONS CEWERMAM (D &@ Or _ 0f _ INSTALLATIONS W/ � a VO - CONCRETE& WOOD (1)1.•F:MAXIUUM ALLOWABLE SPAN FOR A GIVEN W/ONE H.V. LOCK 0 or®or or rRNO )iV t.00KS MANSORY POSITIVE A.5.0.DESIGN PRESSURE RATING. HO LOCK a W/ NO LOCKING RODS or ONE HV LOCK ar or L-:MAX.AL1,01AILP SPAN FOR A GIVER NEGATIVE CENTERMATES & W/ONE Hv 'T• W/NO LOCKING RODS(5 LOCKING WALL A. 8. C, b, E. M, N, 0, P, 0, AS;O.DEStGH PRESSURE RARNG. DMOUNTING F, K & L R. S. & V. LOCK®W/IWO LOCKING ROD 5 t TOP & (SPIE NOTES 7,it) MD+C r, (2)PR(K£DLRE TO DETFRMINE MAXIMUM SPAN FOR' BOTTOM SEE NOTES SHEET 7) FLOOR/CEILING C. H. t, 11, J T. U, W & X WNL.MOUMINOS(TOP/00TTOM)OR FLO-/C-(;: CONCRErf•.4,V.00O MOUNTING COfICftEIE Le W000 1NSTALIATIONS U ,t�eY ETE. & UAK" M AAO.lk5><J4 ASD.OC4ra A.9A 4""IX90N 1NSTALIIlOtr9 CONCRMIN 0.PQSff1YE ASD.DESIGN PRESSURE RA7IILC, a WALL YDUNiDl4 F1.00R/Cuuwl WNL 110t¢RND P tWOR/C4UN0 40VNTtNG DETFRYIt WV(IYUM SPAN `L+`FROM SCf1E0ULE. MDDMDIG � / Matsalv+a 4�+J C4 GNEN A NEGATIVE A.S.D.DMIGN PRESSURE RATING, (+oR-1 Too .v.�•ud>tRUi^+,.._.. DETERMINE MA1c1YVM fiPAN t FROM SCHEDULE. I t (Aj L-roT L 1 t_0Q L 1 I I-(N i f(�� t-.(DI 0 MAXIMUM SHUTTER SPAN 1+'4R Z-'FUR 3O OR UE _IG•-0" 161-0' 16'-0' 16-' 30 18'-U' 10'-0' 30•.,,�,•,„... 18•-0, 111-0' DJSTAUATIONS IMO WOOD SKALL BE LIMBED TO FINAL MAXIMUM ALLOWATTl.E SPAN IS EQUAL TO THE ....._.,-.W........._..........,._.........._ -- 105 tu,.AS.D.001MII PRESSURE TLVING. M t?Wbt OEIFRMINEO SPAN BETWEEN•L+'AND 'L-". -35...,.• __ 74.-TO'.,.,14__10• t8•-2' 191-01 35 ,6'-,0' 14'-1p•.. _ 35 ,5'-2• 18'-10_^ -- 40 13'-t0' I3'-10' 14'-J' W-2' 15'-2` (3)PROCEDURE 10 DETOAnNE MAXIMUM SPAN FOR ...- COMF6RATIONS IN I�WEEN WALL MOW4nNGS. 45 13'-1` 13'-1' 13'-J` I4'-3' 45 13'-1' 13'-T•_ 45 tY-4' 14'-3" HV CORNER CF.MFRMATE/3 TAY BE.USED AT ATL ty/(—WOR/CEILING MOUNTINGS: ......50 12'-S' 12'-v 12'-8' 13'-7• 50 f2' L MOUNTING INSTALIAMNS.LOCKING SPECtnCATIONS _... _........_............._.....,....._- _._.......__..__. SHALL RIC AS INDICATED ON MA.NUATORY CONDITION 255 '-1' 12•-n• 55 I1•-70` W-ii ti'.-1' W-11 Y FOR A(IMM POSf1IVE AS.O.DESIGN PRESSWtE 1•-4' 11'-Y 1 - 11-sii-4• iD'-2' ID'-Tl' NOTE J5,SHEEP 5. RATING: 10•-10• I1'-1' if'-•11• G5 10'-t0' f0-i0• 8-5 70-1' DETERMINE70 10'-0' t0'-•GiC-9ti570 ,'-TD' ,U-6 8'-0' 9-♦" LT+-tAX,SPAN)FOR WAIL.MOUNTING INSTALLATIONS. _ .-- L2+-MAX.SPAN FORFLOOR/COUNO MOANING 75 )4'-1' TD-t- t0'-4' 71'-I^ 75 10'-v 10'-t' - 0'-9' '#"r LIXCEPT THAT LU17(DJUM StIVnFR SPIJ.'L+'LNL INSIAL AIWNT, 80 0•-,0• 9'-70_ 10•-O• 10'-9' 80 9'-,0o 9'-10• 'L-'AND,MAX IUM A9.D.ANG MESSMIE RATM FOR FOR A FrJEiJ NET;Af1VE AS.Q.4ESY't1 PRESSURE ... ..._...._. _ ._._ ".... 8$ 9'=8' 9'-6 9'_.9' 10'-9' 85 9...g -9,-U, INSTALAATIDNS MD CCNCREFE OR CONCRETE 6LOCk RAIINCc —.-.. %-LL DE UMITID AS MLLOAS: 90 Lt--W. _ ___... .._,..__._. __.... __-._. ..._. _ ••- _......• i- CONNECTIONS TO KEYSTONE MOUNTINGWAN 95___0•-O" 8'-9' 9' 9'-10' 95 9'-0' tl 0 LIMITED TO +64,-72 L,MWt. spm FOR WNL YOUMPNC ouNtIn GIONS. ._...___..._ .._._.. ..._.__._........ __ P.9.L AND B'-0" SPAN. 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