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Home My WebLink AboutProduct Approval f _ W/2019 Florida Building Code Online R. 0. .$ � P, V .• R � .f' .O f BCiS Home ; Lag to User Registration Hot Topics Submit Surcharge ! Stats&Facts ; Publications Contact Us BCiS Site Map > LinksI Search .i Product Approval o .USER:Public User Product AIQDroyal Menu>Product or ARolicatton Search>QRolication List>gRolication History,>Application Detail FL# FL389-R9 Application Type Revision Code Version2017 Application StatusApproved Comments Archived iw? Product Manufacturer American Shutter Systems Association,Inc. 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 (:S hutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Walter A..Tillit,Jr. P.E. Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2019 Validated By John Henry Kampmann Jr. Validation Checklist-Hardcopy Received Certificate of Independence FL389 R9 COI AMERICAN SHUTTER SYSTEM ASSOC.,INC. DRAWING 17- 107 CERTIFICATE OF INDEPENDENCE.PDF FL389 R9 CQI AMERICAN SHUTTER SYSTEMS ASSOC.,INC. DRAWING 17-106 CERTIFICATION OF INDEPENDENCE(1).PDF FL389 R9 COI AMERICAN SHUTTER SYSTEMS DRAWING 17-108 CERTIFICATE OF INDEPENDENCE.PDF 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 https://www.floddabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx53MwsXdCOtOXQsoPMYK7UC8%3d 1/3 3/7/2019 Florida Building Code Online Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/18/2017 Date Validated 10/18/2017 Date Pending FBC Approval 10/19/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Description 389.1 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks(top 3- (Non-HVHZ)- Drwg 17-108 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R9 II AMERICAN SHUTTER SYSTEMS DRAWING 17- Approved for us9,ouWe HVHZ:Yes 108 BERTHA HV ACCORDION SHUTTER SYSTEM.PDF Impact Resists .,Yes Verified By:American Test Lab of South Florida Inc. Design Pressure• Created by Independent Third Party:Yes Other: Large Missile Level "D".Max span is 12'-3"for 40 psf Evaluation Reports positive ASD load and 13'-0"for 35 psf negative ASD load the FL389 R9 AE AMERICAN SHUTTER SYSTEMS DRAWING 17- HV3 blade w/o window blade,5'-2"for 110 psf ASD load for HV3 108 PRODUCT EVALUATION REPORT.PDF blade w/o window blade and 8'-11"for 62 psf,9'-11"for 55 psf Created by Independent Third Party: Yes 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 1 Extruded aluminum interiocking blades retained by tracks(top Only- (Non-HVHZ)- Drwg 17-107 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R9 II AMERICAN SHUTTER SYSTEM ASSOC.,. Approved for use outside HVHZ:Yes INC DRAWING 17-107 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes SYSTEM.PDF Design Pressure: N/A Verified By: American Test Lab of South Florida Inc. Other: Large missile level"D". Max. Span is 16'-0"for 30 p.s.f Created by Independent Third Party: Yes negative ASD load depending on centermates and locking rod Evaluation Reports configuration for the HV1 blade,W-0"for+64,-72 p.s.f.A.S.D. FL389 R9 AE AMERICAN SHUTTER SYSTEM ASSOC.,. load for HV blade for Keystone mountings 7-0"p.s.f.for metals INC. DRAWING 17-107 PRODUCT OF EVALUATION stud mountings and 8'-0"for 110 p.s.f.for HV1A working in REPORT.PDF unison.See sheets 7, 11 and 20 respectively of installation Created by Independent Third Party:Yes drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks(top COMBO- (Non-HVHZ)- Drwg 17-106 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R9 II AMERICAN SHUTTER SYSTEMS ASSOC.,INC. Approved for use outside HVHZ:Yes DRAWING 17-106 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes SYST.PDF Design Pressure: N/A Verified By: American Test Lab of South Florida Inc. Other: Large missile. Max. 16'-0"span at 30 p.s.f ASD load for Created by Independent Third Party:Yes Blade 1 and 18'-0"for Blade 2. See schedules on sheet 12,25 Evaluation Reports and 28 respectively FL389 R9 AE AMERICAN SHUTTER SYSTEMS ASSOC.,'INC. DRAWING 17-106 PRODUCT EVALUATION REPORT.PDF Created by Independent Third Party:Yes flack next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer._QQRyright 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.Ir 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: ®go https://www.flofdabuilding.org/pr/pr app_otl.aspx?param=wGEVXQwtDgvYYHH2vJvx53MwsXdCOtOXQsoPMYK7UC8%3d 2/3 .............. GENERA! NOTESi _ 1. BERTHA.H.V.ACCORDION SHUTTER:SYSTEM:WfTti H.V, BLADE,$3�W/OR W O N.V: WINDOW.BLti #3.SHOWN ON 7H15 PRODUCT:EVALUXRON:DOCUMENT'(P:E.D)HAS,BEEN VERIFIED FOR COMPLIANCE IN:A000RDANOE::WRH THE 2017 61h EDITION)OF THE:FLORIDA BUILDING:CODE THIS:ACCORDION 5Ht7Ti£R SYSTEM'SHALL;.NOT B£INSTNLLED AT:HIGH:VELOCIt1/ .. :HURRICANES.,ZONES, .... .... .. . .DESIGN WIND I:OFiT)S:$HALL:BE;DETERMINED.AS:PER:S15=0N.1609 OF THE ABOVE:MENTIONED CODE;:FOR A:eAs1C'titi(ND'$REEq REQuIRED'BY THE JURi5D7CTION.WHERE:SHUTTER WILL BE INSTALLED WITH A.DIRECi70NAUI)'(ACTOR Kdt=0.85,:USING'ASCE 7"a.D. 44D SIIALL NOT,EXCEED THE'MAXtcttlM.{,4.5 D)DESIGN PRE.�StiJ?E:Rr}TING5 :IRQ"TEO:ON SHEETS:5;.8.7;8 Ac 18.. ' :iN:ORDER:74'Y£RIFY THE AS.OV.E CONDRION,,ULTIMATE''.DESIGN Vi1Nt)':LOADS'D.EfERMIN0J PER:ASCE 7-10,SHALL.BE FIRST REDUCED TO ASD:•DESIGN:WINO:LOADS: 8Y'MULTIPLYING'THEN BY 0.6:M ORDER TO:COMPARE 13?ESE 1M/:MAX.(0.S:Ok O.ESIGN.PRESSURE;1iATLMiGS iNDICAT£b O,N SHEETS 5,6, 7;;8-:,k 18, I I TABLE OF -CONTENT IN ORDER;TO VERIFY THAT ANCHORS ON THIS:PEA:,AS'T£STED,.-WERE HOT OVER.STRESSED,A 33:R'LNCREASE:W ALLOWABLE STRESS FOR'WIND LOADS WAS NOT t1SE0:pi THEIR ....... ANALY$IS.:HOWEVEa�.A WINb,LOAD,OURA714N FACTOR:G0=1.60.WAS-USED-FOR VERWICAMON.iOF fASTENERS SPAGNG:W WO00 ......... ... ....... ........ ...:.. ... ..... �_-r'ix $L ES.C'D:...at ........ .............. BERTHA;rt V:ACCORDION SHUTTER.,SYSTEM WITH H V BLADE g3 W/'OR W/O H V::WINDOW BLADE 3 ADEQUACY FOR'WMp',M1D IMPACT t9AD5'HtiS�,t3EEN VERIFIED IN ACCORDANCE GENERAL;:NOTES A SHEET j WITH'SECTION 1609.1;2 OF THE'ABOVE:MENTIONED CODE AS PE$.AMERICAT7 TEST pa OF SOUTH IDA REPORTS:; D SYSTEM.COMPONENTS';. 1 21' SNEET:2 ' H;Y BLADE p3 04Qi of>oa WITH ADDENDUMS'#A&:#.a-DATED 4/'JO/i4;AS PER PROTOCgETa IAS 201,.202&203 ANO fiSTTt E-3 0;:/STM E-7888 AN0 E-1996 STANDARDS MISSILE 515iEld'COMPONENTS' 22-gG SKEET$ ( _ TYP(CAL:SHUTTER.:ASSEMBLY SHEET 3A LEVEL D;.tWINO aON€$ 7`2;3h4),0B2S of-i0(WITH AY30Eh1gUM; $,OAT£0 4/3p{14),12200:1-70,"12L7901' 10.&042202^14 AS P5R:PROT000LS:TAS-201.,TAS,:2O2&,TAS=203,LARGE:MISSILE:. .1 HM BIAOE 3 WORKING 1N UNISON WTRi ....:. .. .. .... ...... :.: . " 8.HX WINDOW BLADE:#3#OB29.Of O8 WTI ADDENDUM#2'DATED'4 30/14;.AS4"PER PROTOCOLS.TAS=201 TAS'202&'TAS-203 AND.ASTM E-330,ASTU M'1:88W AND'E-1996 STANDARDS(MISSILE CEVEL C ONO ZONES 1 2,3'si'4). ' ; :AREA 2„i HV BLADES AND: HV wiNbDW BLp.DE.R I 0H:V..:BLADE 83:AN r1P:HV.WINDOW:BLADE:#3-ARE.:ENGINEERE0::T0 WORK IN:UNISON'WITH FAC:OTHER:UNDER THE:GENERAL UMfTAT1ONS AND'CONDITIONS�OF'USE � WHERE''APPLIC.ABLQ, INDICATED,QN.SMEEf..ff 8, No 2 BERITiA ACCORDION,PINS:33 -1 S OR:ALTERNgTE 6 HEET.4 SHALL:.BE AS MDICATE'D`ON SHEETS 3*8i.4, USED AT BLADE'S XNUCKLE..ACCORDION PINS.3_',;L1SED AT:HV;DIRECT MA>nTYPt MCAL SSPAN WILESAn� "`��:pN�40CK$,. ;SHS.5: . _ MOUNTSHALL BETA$INDICATED ON SHEEi`3;;PINS SHALL BE 4r0 I T:MWIMt1M'$£R+ES STA1NLka5 STEEL.:SCREWS WS1fi.'e736 KSI YIEL!)STBLNGTH�ANO 187;4 KSI.TENSILE:STREI#OTH. PINS SHAM BE COATED YMH:BERTHA HV.q"ACROSWELDb COATING:SYSTEM AS MANUFACTURED SY.APPROVED."COATING"APPUCATO}25: REGISTERED WITy; ' -'CONCRETE"5¢BLOCK.. 'SHEET 7 .AMERICAN:SHUTTER StSTEMS.ASSOMMON. : : .. :. R SCHEDULE-:WOOD SHEET.B: ANLTib ANCHOR ANOHO. u': A. ALUMINUM EXTR[I§......S.......BE ALUMINA..A550CI4RO QC63-T6 ALLOY'AND TEMPER...WITH.:Fy'.=.22.1:ksi.:MINIMUM..tUNLE55:.OTHERIYISE.fIOTED...... .......... ........ ... IN A ¶Q D LS.:7 6 . .. :. . ..... ....... ....).. ..AUATI N BETAIC^a. 9 CONCRETE&BLOCK SHEET A.'.. 4:ALL SCREWS TQ:BE STAINLESS;STEEL 304 QR:.316 AIS(.SERIES OR:CQkROSiON:RESISTANT-'COATED'-CARBON STEEL:AS:PER DW:.S0015 AND.SECTION 2M1T:1.3,3�4:bF THE:FLORIDA. INSTALLATION:DETAILS 1D METAL:STUD SHEET IDA BUILDING:CQDE WITH.5D ks+CI.ELD:$iR£NG1Y1 AND 80 k5i:TENSILE STRENGTH 5: BOLTS:TQ:BE ASTM.A-307 GALVANIZED:STEEL OR.AISI:304 SERIES'STAINLESS-STEEL.:WITH 36:k4 MiWOM YIELD STRENGTH. INST.DETAILS W/H.'T"LOCK CENTERMATES: h.Q`�:�SHEET 12 6,SEE:SHEETS 6&:8.FOR ANCHORS SPECIFICATIONS:0N DIFFERENT:SUBSTRATES: ' L$W/Hp'OENTERMATEs. & �5HEET 12 7:THIS BERT A H.V..ACCORDION SHUT-Et;S15tEM SEAR$A U S PATENT 446779582;COMPPONENT5 OF:1H S( APPROVAL ARE C(3VEERED:IN:WHOLE DR'Ili PART BY US::PATENT END CONNECTION DETAILS* I-S-CONCRErE #545517 TISSUED TO.£A$TESN METAL SUPPCY,;k'iG, : INSTALLATION DETAILS 1W 61N WOOD SHEET 144 &910T{ SHEET -WOOD SHEET'1� $:Il'SHAH:BE THE.RESP0N51BLLL1`r OF TL-LE CON'IRAC10Ti TO VERIFY:THE:SOUNDNESS OF THE.STRUCTURE:WHERE SHUTTER LS TUBE ATTACHED".10 INSURE:PROPER ANCHORAGE; !ENO CONNECTION:DETWL5:7 iW-O VWOOD SHEET-16 .. .... .. :CONTRACTOR TO SEAL/GAULK.N1,.SHlJT7ER:COMPONFNT EDGES titlF,:1CH:;REMAIN 72'ifiU cASTENING IN::CONAN000S.CONTACT PtITIi::THE BUIL0ING:TO:GY2EVENT:WIND/fiWN;:INi'RUStQM14, AREA 3r HV WINDOW 6L6DE Ak ONLY_ 0. EACH uNlr MUST BEAR PERMANENT LABELAN:A VISIBLE PLACE WITH VIARNINC.NOTE_DURING-PERIODS OF'HURRICANE WARNINGS HOME OWNER;TENANT.AOR:OTHERS MUST' .PROPERLY:CI.q$E ALL"CENTERMATIS ANO ENGAGE DR LOCK.ALL.LOCKS: : TYPICAL WIhOOW BLADE hWTNCOW'DETAI[:.. SAW,Il - .. .. -TYPICAL SHUTTER ELEVATLON: SHEET'1$ 1O,SHUTTER [ABEL,$HALL BE LOCATED ON A READILY VISIBLE:l OCATION AT ACCORDION Stit7FTER.iN:ACCORDANCE:WAIN SEGTiON:'1709:9.3 OF F7 ORIDA BUILDING. CODE,ONE LA9EL.SHAD.BE PLACED FOR::EVERY OPENING. LASELI.N.G':TO COMPLY'WITH.SECTION.1709:9.2 OF THE,FLORIDA BUILDING S;ObE" I ......... '11 BERittA.,tiN.ACCORDION SHUTTER SYSTEM WITH H'V. BLADE:f" W/.OR W/OHHV,..WINOOW,;BLADE#3 INSTALLATION SHALL COMPLY:WrIH:SPECS INDICATED IN THIS DRAWING'PLUS ANY.SUILbiNG AND ZONING.REGULADONS:PROVibEP.Pr.THE JURISDLCTION WHERE PERMIT 13'APPIIETJ;TQ.;, ' 12x -THIS THIS PED.:PR,EPARED BY Tti,75:ENGINEER:IS::GENEWC:ANO:DOES:NOT PROVIDE INFORMATION:: SITE:SPECIFIC PROJECT,i: THE PHEA: e:WHERE ANE S31E CDNORWN5:•bEV(ATE FROM ': : (b):CONTRACTOR:TD HE RESPONSIBLE FOR,:T,NE.SELECTION PURGNASE:AND INSTALLATION INCWDING LIFE SAFEIY::OF*IS:PRODUCT,:BASED ON THIS.P.E:O.,PROYiO.ED.:HE/SHE 00E5 tii?T DENATE FROM THE CONDRIONSOETAELED'ON:,I'fi75 bOCUMEIiT..GONSTRUC7IDAl SAFELY AT SITE Ig THE CONI...... :"imONSIB(LIT.Y,, THIS DRAWING'S}-IAL.1, ONLY 'BE USEb '[O: (c)THIS:RE.D,WILL:6E CONSIDERED INVALID:IF ALTERED BY ANY MEANS. OBTAIN PERMITS IN THE :STATE OF :FLORIDA. ....... ..... ...(d} sITE SPECI :PRQJECTa":SHALL`K:PREPARED ar A::FLORIDA REGISTERED:ENGINEER OR:,WHITEC W. T:*.pgH WU':BEGOME:.TH£:ENGINEER OF:RECORD(EOR):F0R.:1HE ........... ........ ..... .. PROJECT AND WHO:WILL 8E:RE5P:ONSIBLE,FOR THE PROPER USE.OF:THE.P E:D:.EWINEER;:Of.RECORD,:ACTING-AS`A.DEI.EGATdi ENGINEER;TO THE FX_D;;:fNGiNEER:5HALL SUBMR`TG THIS1 ATTER THE.SITE SPEgFIC::DRAWgNG5:FOR REVIEW. {e}otifG7f+Al P E:D..SHALL BEAR'llWt:bXlt-ANbl LIRIGINAL;SEAL AND.SIGNATURE OK11TjiiE1ENGINEER OF RECORD THAT PREPARED:17, i .. .... ._ .... rr G2 _ t207 TIIXEC bi INC, ♦{`• .. _ ...FLORIDA, RUI:L�DINQ B . ODE :(Non H�yh V+<toclLy: HurrtGarre ZQiie} ©:201:7'EASTERN METAL.SUPPLN INC BERTHA z u Ace riohu HUS"' stem: i o �wc A.5 #A. ... ........ .. ................. ..... H.V w .9#L. RY.. tL E C • : American Sh..uttet! Sy§teltt$ ALV I+o oEsa+ir�rror+.Wj4 DATE: t fuWr;er L.C. Dy'� �pp trap, Y TILUT TESTING Gc ENGINEERING COMPANT W 36th.Si,Sro J0.L NR3wA GnRpFN$.FLy(mri.737 a r. ...0 t i C. i CLD iS-09s t/Y9/1 DAI::07/28117 P wne fJ4s)6n 1330 #aa (as;ani=,lss1 4268 TYestroods Drive s ....... ... d �+��J�L g• " I>3-000snt3 ".'est:Ptllm Eegch,fl ��d0> DRAWING N> ,r .I .ITER A.TIUJT Jry P,E ; ... .. ... P.E. SEAL./SIGNATUREJOATE: riorvoA'a�'.;i4'r's> 17 :1OSi. .............:........................:.............................................. :........................................:.......................:...............:.......................................................................:........................:...............:.......................:.........".....:...............................................:.................... - �. 4.873".--. �......... f.�t7... 06 a'o' ...... . 083 i' " I-"'-19$x`... 'i:6t2 .. !T_'.a:. mnc ..f26•® .. •p34' Av tw'txw �.u�= 1 .1 .obo I ,093 7 r tst : —1. 1' VVV to .. 0:348:: •x ..p .$ L_ O •_ __ 70 S g; .. t L 1. HVBLADE.#3. \ �I;ler _ I:98+ e4• "1 7(34 ` t:IBS.. y,2T4 .5:6D3 LL4X . � 1.7ta• i � tW3' :.671! HV WiNDOW'$lADE:#3'' 3s2d -,--�sxs' z:zoe. rses• ' �..,�sz� 5 .:5./A SEE uatrr TIONS OF.USE HEADER se9�. 0, ALUMINIUM ANGLES 3. HV B O TRA6K; 4 MV HEADERI§[LL 4A FIV AnFlEo FOR I E yej rtv fOR:8L�50F U�.OM SHEET' 18 OLIALIFIED FOR U$ Wj H1r � � Q HEADERISILL 1A BLADES ., BLADESS� .... QUALIFIED FORSFyWJ HU.... Qu wl HU BLADE 1 DE (DI : B E i .670 2.22@''.-:: DUAUFIED r F�1� I �. �ieAx SLA DES —1.481:. X. Y ...t.. 4s FF { NIH.SI Q72i 072.3.226''472:""'. ..'--'—x.974.' 4762... 7.9t6' i.. 8481' ysAi .. 6 9 HV DIRECT MOUNT 1D: HV eb°1180° � g .HV WALK-OVER TRACK: OUAUFlEo.FOR:use w� Hv S a �x SIDE ANGLES HVADJ.FLOORTRACK 11 HV:ADJ ADAPTER Wf:l IP STARTER 72 QUALIFIED falx usE:'v�j Hv BLADES?1 .QUALIFIED FOR use..yr. Hu 11 CURNER:POSTS: QUALIFIED FORjJSE N/HV QUAUSED FOR USE Wj EIV 0 @ (a BLADES81ADE5`1 >p BLADEv '574S.9E,=W�� E5:1} . QU�,UFIED fOR USE W/HV QUALIFIED S� l/Hb 4:fi6q �'e- 7E5/5.5. PLATE „FZ rttg' ...... ....4 576 :OM7iCS U �35. ~ a 15 /+`^Ea l2'B� ..it+'..20 .. ,L ... .. ... ..............."...................___. ...... 745.:r-2393.'--7.-i... ... ilA.NESD if B � (7J�a .o-zno[e5'.saa .'ac"ar� use It ar li : 1+. Zliit -sS:E(S Ak.`. �MWSR+�DIANE. 1/4' l+ A !P z?e?S EAKM PA1001) mar oEa. E Wo I)OVsriG FJf0.13=� �.:..0. f80 .1,940. ,318 .9AKE0 Pwx1Eo. + €$ > It 875� - .062 7a`+•�- 1 7.941?`. e• _ i_ SCD,: '-wv t5.&1871 MJrtH 5,14W W ACTT Hf�Aa 1 :F^ ..l.6FA5s GYLND6i ' - 1 ] µ,.... L, ''' m Kits cc!f§w?E L e1+Ass cnu+OEa • y3 HV.CENT£RMATE yg; HV'FLOATING:CENTERMA'CE. 15 &S SALC.WATERLOCK ;452' ' � 4 1419' puXED1 IWR F PIATM) QUAL(FIEp�FQR u$ 1Yj:H'f` QUALIFIED FOR USE WZ Hv :QUALIFIED FDR USE w HV' BLADES�} BLADES'.0 BL ADE:01 ,r�. —x97a=' a't5`' .. I,g�"�. � � �zi- �X18 H V.LOCK -1'7�.H V EGRESS LOCK. -.--175 7.753 • r. 1 :QUALIFIED FOR USW/AV QUALIFIED:FQR USE 1kj HV � R,� m . 9�a G6 COMPONENTS r \ N ....... .. .......... 1;_:..._:....... ............. ..:A. .. ..... ._...._._._.__.:.�......... ... ... .�............ .... .. .. .. ..,822:3-:..... ... ........ .. ............. ............. ..... .. r :. .;... .. L �. ..•4S6fi..----� .. i. _ .3^T Sf'ALF.4 f8 D T.E 18 HV MALE"T"LOCK y9 HV FEMALE"T'LOCK L__ � i 29; T"LDCK .?.'rso-.: 2.754'• }{y GENTERMATE_ � CENTERMATE: PLAN: FRONT tLWVATION QUALIFIED FOR u E W/ Nv QUALIFIED FOR Nij kIY QtltSG1FIE0 FOR,:USE Wj Fit t�rr►rr + .CLIP FDR"T LCICK CEN?EftMATE $LAOE.,ri .. .... ..... .. BLADE t 17. Ukl1FIED:!FOf2:.USE.:W..'HV ... De. :..... FLORIDA BUILDING COVE::..tNon Hi:9ti;:Velocity Hllrricne;e2nne \ N. LECd INC i� ID20f7¶7.... .®21TIY EASTERN WAI.SUPPLY INC; BERTHA:Nih'� ............. ................. .... ........... . ........ . .. .... !L EG Q� �; ■ ,■ , A c rdion Shutter System �i , Hv a �.:w. oR w o xu TILLIT TESTtt�f.dt:EHGINEERtHG CQ)APANY Am t{er Systems ar,u> oEscmPl+ow CATS 4w,wt+:er[a ert-.0 cc h o ('V,� 'A� S W.351 5 51 "COM FffIRC1L {r Inc., T Q1�� ry.of '.WS.. n 4 a 3a3, L7lQ6eJP.. .. 3.lff) nx . . 'a10,r5-aee- �T]2g]t DAE'07/28/17 �Qr Ph6na:(305 1../530,FO%' (31)5)$71=1531 ''4268 Weetroad$ Drive .2 .... .. .. ... .. <- �1d/{� � r.r' West P Seo 33407 c mW 4AxvQcof cai 3 DRAWjNG N4 allb ch, FL _.: //gy�pq. .. 1yAUEi1 A:tILLiT•Jr.P:$ i i i ..4 ........ �.� i��tJV i :. OWK US J,.44167. PE: SEAL/SIGNATURJoArE: �` _ 5 _......... SHEET: _... 2 UP f8 .............:........................:........................................................................:...............:........................:.......................................:...............................................:........................:...............:.......................................................................................:.................... •. N i� i .9.6J' .!:• o O TMUMSTIRNR r— -S2'IAN.-- •� N7N KEY.CYLINDER 2� . a63 L .545 1 _ 375^sD9 w �' ° K 26 12 LOCKING ROD.d 6"LOCKIPIiG RQD , 22: HD CEN TERAAATE 23:liD CENTERAMATE HD CENTER117ATE S U d a tju,At iF IFR FQ.R'usE W( H4 Quaut7En FOR Use wJ.HV WI LOCKING ROD WI Nd LOCKING ROD, INSERT 01BLADE:Q ...... BLADE('J, DUALIFIED FC?R SE:Wf kRf QUALIFIED,:FOR USE W. HV OOALIFIEa FOR IISE 1Uf tiY BLADE BDARE BIJDE:1 FThUMBVJRNER 2,fi INSTALLATION AILL RE4UIRE:'A Q° 6R:)5 T/i 6"1y10LE DRILLED ATTR$GK FOR:'PROPER ....... - ...... 9EDMEN.t 15. 4416, CYUNPER . .. 2333 H00)t BOLT LOCK. 25' HD LOCK s[RRIa -itA :QUALIFIED FOR USE_W HV' i HNtDWA E;,MDRTI E LDCICS� t LA \59�tRtVT5 ,t— ..�> .: 475'� � 75•� 0.32i .✓' b•Yi. e aef,'7 . i6%77'B•a r _ r ELFOPON'A. 27 HV il�3"ra1-20 A15t 3Q4 SERIES: : 7 HV 318"0116:ACETI►L HV "i., EC... 32a a 28. LONG.R ESSED. 28 HV'SSSED, 30:HV:NYLIDN FIAT 31 HV:WHEEL:C1►RRIAGE Sisi THUMBSCREWS THUMBSCREWS NYLON BUSHING NYLON.BUSHING WASHER. AIS) 302-303 SMES DUAUFIED FO USE W�:HV .OUALIFIED FOR USE WV14V 14VBLADE i`t,,V BLAOE' . :365'0 f- : QZW 0 153 a: : X53 v ,iq' I 1 :` ;ss. Q CQMPONENTS (CONTINUE[?) z. I MT.$ a 32 ;HV DIRECT: HV PIN CSD BLADE 34. HV PIN Jl @ HV PIN MALE KNUCKLE 36 ALTERNATE PIN AMOUNT PIN [03 » 16„ Ia :rt:.:a6 0 BLADE& 00 X14-14x1 3 4 .N tz HD,.... X14 t8 zF 3fh WfB HD X10-.48 x3 3f4 WJ8 HD f ...f W/HV;HD.MARKING v4 WJ'HV HD kiARK!NG tN/ X13 14 k2 3f4 N/ 8 HD ]Q 19 x3'ti1f 8 HD w;�Hw ryD MARKING DAGR05H1ELR CQATiNG D.ACROSHIELD 'COATING WJ HV HD. MARKING.Wf �Vf d' )tD.t�AAieNG Wf (5£f DETAIL X.:SHEETS ➢ACROSMIELD COATING aACROSf{IELD:GGIiTING. DACROSHELD COATING' +l7itri'rrs FLORIDA B:4}ELDING :CODE :(flanH(gn :Veioclty Nor e.1006 :Zdh 301.7 EA57ERN.h1E7Ai::SU PCr,tP1C? HVT Acc rd zn Shutter ...... .... ............... . .r IL E C 0,,�:�. . ., rr ■ BERTHA X S ate ELv p er�F w w wv.:wII ;1F ADE 121 �7 r ,• ArtierTcon SFiUttet St�t17$ BLv xo oEscnarwrr oath auwN er �c p 0 TILIJT TESTING k ENGINEERING CO PANY .: •� �� r ��,. 6359 MV-.3m SL,-SW os,:wecire..uunoa, .s31e ASSO6jafjoni 11'Sld.. Ta-aec: 1J7AN oAYe o7/26'17 i .. ¢tone. 5)67 7 :.Fai:(8Di)671:,15J1 4268 1Vesitogds Drive.. 2 liL.fcl +'1-. J�d-n ai a Opotc?9 .. WeSt Palm Beagh ,FL 3447 3 :. ..r EB D�O'719 . DRAWING:No. WALTER;X.TllAff Jr.�P:E: : M:5ALJSI:GfA7Llf21 JbA7£ fLORmA..un. :44:6z SHEE F 8 .....................................................................................'.................................................... ..................................................................... ii i ...... ....... .. .... ...._.. ....... ......... ... ..... ..... . l(I Ill :OR ,,lifd t l 1�[ Ih lit fll Ill EXTERWR MEW" EXTERIQR:: EXTEpjOg t:...... .. j t OC TIi'll Ill �� !f .......... ... Qp Li ASSEMBLY At. ASSEMBLY-IN BETWEEN 31 . ASSEMBLY AT:b�,. MSEPABLY'IN BETWEEN 'a . (16GO.EYcTiY OTHER INTERIOR KNUCKLE}: (OGQ:EVERY OTHER WTERIOTI:MUME) TYPICAL SHUTTER ASSEMBLY TYPICAL SHUTTER ASSEMBLY .. 1NHEN.XI L±DNG N;QMINAL PINS ARE:USED"" WHEN 3"LANG NOMINAL PINS ARE USED; ....................... ....... ..` *THE HV'FINS:'&BUSH INGS:AftE'PRE-ASSEMBLED:'TO KEEP'.BUSFINGS! ON:?THEPIN.A NPMINAG'0275 :Q:D xL1:13D IQ i�''Q;D72 TRIS.,RU86ER ............ ......... .... .......... ... ..... ............ ............... .. .. .. RING 15:PLPGED.OVEF THE END Of'THE SCREW,;"fNE.RINv 15 L T ON:THE:PIN.p. fiN It;STALI:ED:/NTO THE KNU:CKLE:S SCREW BOSS. t t Ji/Jillllfj��.' FLORIIOA BU.I�(�IhiG CO[7E..:(Nan Nigh:.dClO�ty. u0icOtii Zone)' �G.... �` + TILTECO,IN.., 2dB RTFI C- .c2o 7 TI TECO' .0 Ai suPP1Y 1Nc: 4' A t ttc.=: rt s 1.SmAiii Accordion Shu ter S�sfiem .... ........ .... . . .. ... .. .. ..... . ...................... , ... Ku w o� I3v Noav:AAM : A. .;. L t t:: _ I� iICLIT TESTING&ENGINEERING COMPANY ericnn Shultat' "aystems xcv em nEscpmftox .W DATE � cr,�wn sy c,c. `- assgciallon Inc;. +. oio rs�.bse 7/24/1 DATE 07/28/17 �: �ttt �ass¢+w.,881,sw see 4as.H.aarrt tnaOEttq,!YoO�«:S�d : •�.. .. (J059m1 II ti110 ocacot mom" s3 :: 5V tYoad - ? DRAWItd,G.Nc aiwne n-+ + 4268 es S 1)hve West Potts :Beoch FL:53407 a f .WFLTEH AA_ TLLLI61,13r.,R:.E. 4 Q ... r �i :fllOPoO dei,8'+si6T s .. . .r P.E. SEAT..SI,GNATVRE%DATE. SHEET: ......................................:...............................................:.................................................................:...............:.......................................................................:..........:.............:...............:.....................:...............:..............................................:.................... t l 1J p:�'q A NOTES ON _V H ND HD LOCKS AND : ENTERMATM VALID: ONLY�... FOR INSTALLATIONS W Ht/ �i BLADE ''s ate--• 11 ; o°ma 13. 1... * APPUCATION' Wl NV LOCKS AND CENTERMAT'ES. NLNDATORYCONI)t110N Afx .ONE:FXV LOCK:IS,or r: SHAIL_8E USED AT i/2:j7F:SHUTTER SPANfOR;:AtiY t kMibn ♦K`'da '+ 8 �T ANY SPAN OR 12`ABOVE ORB LOW f p FOR P ....E 1 .2 0. .SHUTTERS AN. .OR S ANS UP TO 156' AND* ..... .... D FOR INSTALLATIONS. ....... .: ........ 1' ..:.. .. ,._....: i.,...1 i,.., 11 F .. .... l�or�,' jji MAYBEfUSEO AS AN:INSip OR: . 11,,, 11 ... . .ELEYATImN EXCEPT FOR.INSTALLATIONS.INTO METAL.STUDS HV.iL 0UI51DE.LOCK.A77ACNEb TO( or. CENTERMATE5 W/(2)1%4 20■:'11/2 LONG FlAT HEAD SS:MS LcCJm)N DF Ct�� $E.DF iOGXENO:ROdS�w/�iii�NDt��:1s couPl�TeLY.oaooNa[.. t;OGK SHAt1 BE AS DIDICATFA CFI TYPM:L SHUI7ER EIEVAi�Pt.U. .C'� [ 5' 2 oa(' co;'':u 2,.YINDATbltY:CON61ttOAT �tST8J LAMO L4.INTO MAL rn=: 'ONE H?t'LOOK`�.� SHALL BE. SHUTTER:SPAN . ca :USED AT 1f2:.Or'$RUMM:SPAN FOR ANY;SPAN:OR 1V.ABOVE OR.BELOW 1/2 OF:SHUTTER SPAN:FOR SPANS:;UP '(SEE SCMmUEE 1$ f8 . ON SHEET 5j ! : TO 1 D FOR INSTALLATi0N5 AT AN1'.EtEUATON ETXCEPT FOR INSt-ALtAT10NS.(NTU METAL:SR3D HV LOCK: I ;pt �'$<or�MAY B USED:7S ANINS@E 6R Ed OUTSIDE LOCK:: TO: or :GENTERMATES-W/ 2 S. 1j4 20.3t +T 14 "7/2 LONG.FIAT HEAD SS: M LOCATION pF LOCK SNALL 8E AS INDICATED ON'1:YPICAL:SHl1TTER.:ELEVATION.USE '!DF LOCKING RODS W/S .:OR. TDP"AND BOT70M.15:COMPLEIELY:MANDATORY.. .16 '1/2 OFSHUi7ER SPtJJ. : o.: 16: : 11 :FOR INSTALtA1TON5 W/ .. 3:.MiMYATORYCDNDITIOH�E.fAR.KEYSTONE':[fOU Mft:1►iSrirf a77O{�, :ONE HV LO¢1( 1b:or 18 ar 17 SHALL BE ;(T�HV OR.HD LOCR5 OR.... ... 1dAY 86 INStp:u,12''A60VE: :: A. 112: - `.•PAN FOR:ANY SPAN:QR 12 ABOVE 0R BELOW /2.Or'SHUTTER'SPAN FOR:SPANS UP M1f1,5PAN:Of ; T.0'g$ATANO:FOR N�URA.*T3ONS At ANY F1.EVitTIDN HV LOCK It or or. 17 MAY'BE USEB:A5;AN 1NS1DE`OR 18 S :SHUI7ER: OUTSIDE :QM..ATTACHTO f3 or 14 SYMMETRICAL CETJ7ERMATES W/::2) t a .2U::x 1/2'LONG FLAT HFAtx 5.;S, .: .M:S. LOCATION OF LOCK'SHALL BE ASA DICATED;Oy TTW„CAL:5HUTTER'E L'EVATK7N.USE OF LOCKING RODS 2fiA WJ 27". ....... .i...... ........... .: .. ... ...... ...... ...... .. ......: .i ... - ..? .. .. .. ..... .......... .... .........S,COMPLETELY MANDAITA7Y ..... ... ... ....... ............ ... ..... . .. ... ....: .... .... ... .i i OR 27A 7OP AND BOTTOM.I . ; 1F:DESIRED FOR�BEITFtt PERFORMANCE OR:FOR SECUR(fY PURPOSES UP TO'iu10 HV ..... SEE ENO LOC lL6n. {t�7.QR'�Y-+MAY'BE Q$ED AS AN INSIDE OR OUTSIDE,LOCK CONNECItON QF LOCKS TO.C%-MRMATES'irk'' KS CONNECTION---� .; OR n 4�SF3AL1.;BE AS INDJC7tTE0'4N NOTE..(!):ABOVE.. .. DETAlCS ON 2 4 S & 8 ..9:' f '. . JL6 SHEETS tb..'l3&.� - ................. ..... t5.7YP FUEL I1 0Fn_ & I : CATION OF DOCKS SHALT. AS:INTI»TED QCt TYPICAL SHUTTER ELEVATION. F .113 HEIGHT. :. : : r- ca.g : v^ I .�P, „GA710N ENV ..T LOCKS AND�GE ,ER�iATES . :�i Sv otT: OF CENTERMATES ONE TE ;1 USED AS AN INSIDE OR QUCS�QE C06K.AATTACHMENT�0OF LDCK,.T1J AT N :ALTERNATE:HV'i"LACK MAY'6E INST RLLrfT16 ..... .. - -tiNLIMmu WIDTH.-_....._�...�_ ANY ELEVATION:.ALTt52NAYE io ff�� MAY Be U �� IT{CLUQSINC. J CUF l' AS SHOWN ON SEOTIDN 15 SHEET 72,WHICH MUST BE:CONNECTED TO CENIERMAT$S AND 1 J 9E 20x:7 SS PA.S. INTO A t.f4 0 x S/&4m,10 LOCK MAY BE INSTALLED AT MIDSPAN:DR 12'' . MNXIM COCKING BOOS or .ti TOP AND 6OTTONf fS MANDATORY. TYPICAL .H.V: BLADE #3 SHUTTER ELEVATION ,� APP AB _AN LOW MIDSPAN;.USE OF Two CEN T N.T.S. �T':V,�D t��nnrh3:w!W Nb CFMIFCYa7ES'*' as�s aK: LIGATION Wf HD LOCKS T:.ttttRD AL7EF8illE TD1dAun.72Pr:C: f1o17 :SEE IIM�7ATIDNS OF.U$E:FOR LT h� :BLADE(✓A'l ON:SHEET 113. DHE: D LOCK Y M11YBE;USED.IN LIEU:OF OTRIZA:LOCKS FOR:AMY SPAN.ANb INSTALLA7jONS AT ANY ELEVATION:: i ......... . gLTERNATE HO LOCK��'MAY':GE:USED:IS AN INSIDE DR AllISiP.E;LICK.ATTACHMENT OF HD LOCK. :TO IS Wf(5) 8 . x 3/8 FH,5,5 T!.&,ANO. INCLUDES REiNFOftCEtdEAi INSERT AS S.4 ** 6N SECITON 18 SHEET 12.LOCK tfAY SE, i i i i i i PAN OR 1.2, ... ....... ....... ........ �or�1S:QOMPLETELY "INSTALLED AT MIDS MAXIM -BELOW-OR ABOVE MIDSPAM USE'OF LOCKING RODS OPTIONAL 1Fdddd _ i i , ....FLORiDA BUILDING Ct)DE :(Mori H4 UOc!ky. Nurrlco.�e..Zonej ,� }P OzriL7 TIt.TECO INV,; ®<0T7&hSTERN MEiAt.SUPPLY INC t, R a J� Acc BdionShutter HA HVS. stem .... ..... . . ... .. ......_. .. ...... . t: .*. �.v '�w1-CR:W D FEV.V•ANOt�N:Bt.dDE, AMOrican Shutter Systems acv x� MckprioH DATE cRgvni ar Lc. Nw ssm"&sw. m v aN E INO s RooaoA w1 o IR�Cr 1 ap 15-M iZse/t DRAWING No Also lctl NAL x W0671e cnm s t Polm $encu 4268:W�sl d:sFl.r334G7' 3 ' + ... .. ... none (say 71-1�i s ... WALTG J. P.E: 7 : Q$ wEs� ..�,,.r P . ssiw,rua �anr >z R 7A�� :aa1 SHEET! ........................................................................................................ .................... ........... .................... ........................................... .................... ........... .................... ........... ......................................... ............... ;fps: MAXIMUM SHUTTER SPAN "L+-' :OR': "L (##.,a >LfAXIMU:M :SHUTTER SPAN; "L+" OR "L="* (f1<). (t) TwWG 7[0AA A4 OWlBlf SPAN EDR:A GME! FQSI7IVE AS,D..b wqN PRESSURE FOR INSTALLATIONS 'W/,( WV BLADE A FOR' WSTALLAT10NS: W/:Q HY BL'ADE 0 `�+nNc""" "auowAma "T GAi(E AS.°"aESWN.pRESS .. DR:A DNEN:$E : :.. URE': : ... ... ....... :i.. FOR ROUNR Dap/ f2)pRD$mut m POURED CONCRETE,CONCRETE BLOCK t FLDGR/�ERdNG°�° € ' Pwv 1° "a oR: FOR MIETAL:STUD IN INSTALLATIONS • IaxXauM:: AND WOOD<INSTALLATION5 MA)CIMIJM; a'w A POSITIVE.A sD GESCrd PIIEssURE eAmlo:60ERMME:UAei UM SPAN 1+' FROWSQffDULES. PRESSURE yJQ.IL MOUNTING. FLOOR/CEILING.; MIN_.SEPARATION TO GLASS PRESSURE WALLMOUNTING: FLOORf CEILING ... IN;SEPAtiAT1ONTOGLA55 :FROLI:S[FIEDUtE,a^.I:SO.DESIGN PRESSURE RATiNti,.'OETERMME w+xwDM SPAN ti .. .... RATING. .. MQUNTIN(S RATING MOUNTING:. M. .... 14IDsry:� Li i �exnmN a ranoxu> (*a9j L'(FT) I L::(F?Jw L�(Fn L V(FT) Imoz?,S eliwLtri 1°rMA tAdtE sr vi is EQUAL ro tKE.JDNBSUd eFrEraaNEn spli (FTI (FTj :(Pia. t (FT) 20 ¢vcf¢A Lxrt Gvuaae (3):PR0CEDU3E TO:DEMWINE NAXUUU:SPM:FOF ComaNAmm pI:'De.JdUN HALL.: 35 12`-7a 13 (T i2-7" t3 9 i"' 411118': S t 64 T-.Er ° - 12 . FDR rd ffi RMING.40 12 3' .41.1116' .51J2 .. 45 114- 11 T1° 11 9" 11_11" .. . 1"' 11J16� 61f� � � Li°�NA�X SPAN FaR:WAll•YWNTINS INSTALI,AT107iS.; I Ui='wut SPAN FnR.:R OOH/cchltrs:39OUIMNG:RETAUAMIo -- 1" 41tJ16 ,_51/L ". 72. tt'�7" 5`-;7" 1" �7118" 16 iJ8" 55:'. 11''-4" 11-4" 'tt"-4" 11'-4" 1".' 411116 5t2" : : .SOi�A NEGAIIVE:A.Sa DEStGtI'PRESSURE:@ATiNG: 69 19 6° I 1D' 6 1D' 6" 10 f% 11 411f16`: 51I2 : ........ .. Lt :MAK,SPAN FOR:"L MOUWM INSTALLATXM P SF,E.SEGT.ION N&ON',SNFtrT 1DA5.. ia.:.:wx SPAN I.I.;fL00R/COIhiG:giaDN11Pt{3 MSTACUIIONS. 3 5is 61B 0. 5 tf8 n'ilAxoeuM AiLaiiaBLE.SPAN s EQUAL To iiir:Mulriauu eeiiv.Eei 'i:Z 2-5 7-9" 1 'T'-:9+': 7-:9" i T 's" 1^' : 3 IV 610: SD: 7-3- Tr! T :3"' T 3"' T 3: 1 35($. 51J$" (A)c:0 Are : iEttu[E oN s3ifb5.8 A7wR cotica�E.ANoeLOgc stiEEr:B. 86: 6 10" 5 10" 8 70 I 0' 10 1 35!8° 5'11$ .: S=IM ot7 StEEE?Ta FGR tllt£i ....... .90:..: S -T':: 6'..7 : 5, T' b.7". 1 .. .• 3518:.. . SiB ... .... ..... .... .... ... ... ........ ..... IL w:TA. 1RtENA.klwu as kava :. { .... .... .95. 5_6' S g".. 5 6". 1 ...: 3518"... 5:118" .. ....... ... .. _.: ... .. REET ... ..... .... ... ANa E51CP! .. : (5):MIRB1U)A 5EPARAMN'1D GWS.SkkL-BE THE GREATESF MEASUM FROM EVER: 11aD 6'-5" b 5 J� 5 6 5 t. 3 b18' S 1/$° RFA t'or NNUCRI.LTa:OR REM GF LGCICi CENM M MS:AS•APPLI TO GlA6S. .:. 5.3" 5 3 b 3 5 3- 1" 3W81' 5:11$" MAXIMUM SHUTTER. SPAN "L+" OR "L FO 110 5-2 I 5 2 S'w 2-. 4 S-2" 1. 3518" 51ra" INSTALLATIONS. W/(�1 & 13.+HV BLADES. A _ . d 1N�TALIATIDN LEGEND APPLICM E FOR:C1l.:HV A.NO+ H.... TES .... .......... .. ..... .. POURED CONCRETE,CONCRETE BLOCK ; UBSTRA &: 'f'EXCEPT-iliJ{T.MAXIMU61 St3(ITTER,SPAN:1 OF?:'"L rU1D .. METAL STUD WORD MAMMUM R.S,D.DESIGN PRESSURE RATING.FOR INSTALLATIONS INTO : AWXryfuM :ANDWOl7D1NSTAU ATION& MOUNTINCSS iE5 0.S.D. _ MASONRY: ..: CONCRETE OR CONCRETE BLOCK SHALL:.BE LIMITED:AS,FOLLOWS": : RESS.,. - :FLOOR/CEILING WALLMaU;tJTING< MIR.:SEPARATlONSO GLASS C.1 2 3, 1W.3W. 1 t CQNNECTIdNS IO KI ySTbN6 61OUI4TING LlitfTE9 Tt1 RATING MOUPITD9G' WALL 1:0 -464,-72 p.s.f. AND 7'=6`SPAN;,SEE SECTIOU. BON F w mzave. (� 7w, A!& 10YJ SHEET 10:, C w-) Lt(Fia L(Fn Lf6 V(I� auas. Law::. 7 IKK cErmauii FLOOR%CEILING f; 5 &:e : --- 2L493N, fYi' 55 s-5':.. S-B"i_9_6: 9-6" 7" d:31b!' 4114" & aw $EXCEPT HAT MAXIMUM SHUTTER:SPAN Lt" OR L .. 8 11P 8 11 8 91" AND MAXIMUM ASD DESIGN PRESSURE RATING FOR: .62 11 r •B DE MAAOKh$NU 8 F(1,R: '1. �/H1 1 4318" 41'!4" •! INSTALLATIONS INTOWOOD SHALL HE, LIMITED.AS FOLLOWS: '.:I� CONNE0169S T0:PCY.Wo l:miTED TO t.82 P.0 . AND : : -- B'rflik'SPAN, SEE SECTION S'✓:ON SREET :14'4 i ;1:- 'CONNECTIONS TO:HOLLOW GEIWNc:LIM17'ED TO�-±6.2 - ....... .. ......... ...... ............ .......... .. .... .. .. .... 0,6--f: AND $'=-4" SPAN, :SEE :SECTION 2W ON'ISHEET 14::.. ...................... .............. .. .......... .. .. ...... ... ..... . i i i i i `.FLOMDA BUILDING .CODE .(NoiI..H.f:4h Yei0 ty Hurricane Zone) 1'1 PL It � 0z LTE G p Dtz n cD ua 1920l1 '. tERIF elr:rti,soaPly,INo; ear r BERTHA HVnA O N , ► Acc rdton Shutter S s#ein .....:. _ A Hv eui O w'raR w o ttv.x1rr Vis; fL EC : Ahioffocn S.hu Her Systems Rev No 9f3CR pAON. GATE DRAWN EST TILLIT TESTING�dc ENGINEERING.CaMPANY' � - �� L� „O. , ( uam (a,RDE7PD(ea iii 4268�6es roads IO 33407: e, z Pi7R14 X4'1 —kk ®gip Som. Mesf BeD s. nArE d�/2s/:rJ 6359'NA^36tG. mois-43e %28%I ptwrte 7 �� Polm ch FL 3407 17—:1 I p ... ` � PN'TER A TLLUf:Jr P.f,. 4 1 7w 10GI P,E XSB41Af RATE. WUA La !k:#x467 SHEET ..............................................................................................................................................................................................................................-...................................................................................................................................... ASP 1 a'[iDNS ON ANCHOR REQl;I6ilENTS• POCtiDEO-CONCRETE AOR CONCRETE'BLOCK i8tcxcQc C6Af•-/JD�ATS1V. TAPOMOR M MUM ANCHOR =.SPACING i SCHEDULE.:FOR GIVEN.:MAX..SHUTTER t'ANCkM TD WA4 SKk'l.BE AS FDLLDWS< SPAN.:/.$.D. 'DESIGCN/'::NE/G�rA�TR E.'PRESSURE RATING A D A.CORRESPONDING: :(A). TO,OOSIING POURED cOUcREre a1 "�sDuo xT' •1(u.�v QF QR N AET.f' M t/40:1MtCN OR 1A?CON�W/.AMMN=WEWFO. TECWaWO ,AS UANUFAMRED BY I.M.BUPI.ADL(11 to►'3 ks). 'BLUE:TAP WDH-CAP MOUNTING'TYPE NCR CO BLOCK �NSTALLAl70NS _t/4 ese S%4°PP Pains SWD-SE(vixK)s AS nStmanm.WWI:POWMSCREK 9XT&SPECIALTY CO%PMr.:.(Ise.rc-3::14 (SEE:WUN)1Nc$:.1, Z 3.4 k 5 ON SHEET;9).. :-(h4o:BLUE:TAP:CONCREIE ANGiCRS'91f111 .AS MANUFACTUREDAW FLONIOA:FASTENEYM�INC (rdm;re:.2. . . .. _ .. ... ......... .. ... .. .. ...: -1 FA:A°PERt:ANCHORS.AS AW?UFAAG7UR@. POYfcFS FA4TERkRS.:INC.(Mm.-r,3lei):'.. GTSFRDUIEC 6Y Atl::. .;9XtEW:Baa k':5r'm&lY=wmr'OR POURED CONCRETE A rc air Q:'ArPRvnn:ueExstn oR Auinow7m:vEAuzxz as136a w/71 E;AlIF7t6W SriDTTE41 ANO, Am Astec AnOK NG 1 &,2 WALL MOUN)INGS k..:+F Y[ALl:MOD"NG: 5 WALL SILL MOUNTING AMDUDN iv/r.RDR:8 W/(3�T o"-�IN , NOTES.• SPAN,:IN: .. - .... A:7)MIFDMUAt E1ABT11.EM''INID PO'JRFD;CatCRETE OF TAPCON.OR TAPCCN%V.AVANM,D:THREAD DFW TEMCLOGY AM TAPTW4. :G'1:.3/474:AND 1 7/z'�OUR " 'ASD.MS;5N fgrC E iW (pl) Asa.D'mw WWK LQ/DA.0 ASO..DUM WXAK LOA:W ::ME TAP 47tH:CAP ANCHORS: ... SQ :40_WT80; 70.:80. 90 .tOQ:710 .1D 40 :50 6Q 76 1:80 90 tQO:::if0 3Q 40 SQ 60:^:10 :6D 90.100:11.6,l.. �}1DwuuM ENBEONEHI' 1/1 D::.J/1 ALL PCIMIS ADD-SEI'.PNChfIN25 JV1lL..EE YJa lN!0,'!HE P01.t'c0:COkfREfE'.,NO EM wit6F.It170 S1l1CLi3:Siva*BE .............. .9. .$1P. 9 9. 9: 9 9. :8 9 ::9:��9. .9 -9. 9 �mg.:..:9 9. :9:�:9 9::: FERA51'[rD..T/4 v-20:Sk:UACHPiE SCREW USED SHALL BE 1:1/r:1DN':idllDM71.R SNOUI.O STtICC.d':E%15T�A4D::VAKW"FOR;WAL5 Sd?N NO SM1KCO.. 9i; 9 9 S 0 B 9.:9, 9:' 9. .:4 9.:9...9 91 :9:. 9 9:.:9 9' 3 9 9 9 9 9: .9 9.. '.6....9 g A3)91:CASE'RWT',PBECIST SCONE PRECA51:CONCRETE;PAfiEt$;PAYERS CK ANY TIFNEER BE FOUND ON THE'0(l'SIM*WMI-OR:FLOOR,:AKCHCR4 MALL BE:LONG: : :'saw QO' y1TF' SJUTfi G` F$'}17MWSYOPD S1U7Sc CONSUll Mi EN10tiEEA.PoRLYDIGIED ;A7}k A ABO S ;iNSt �?14N5 Onvim :9: :9: ::9 '9: 9: :9 :9 :9 :9. 9 -977 8:' 9 9: 9. 9 9: :S. .g:...9: 8 i8 .9. :9. '9 9 9 gbNG:N TH-OR :. .:... ::___ :<u'fSTAUA .. INID HTR! AL. SEE. 0:. 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ItiU'CASE'0 AT EACH 5ECO0N Ori SHEETS 44 dc.15 :. .HU B.L. D�E.._# U:.R � HV BLA :E3 V,:, . E1tCE M SEE NOTE.2 MOW.. : . .2�uetrttftzs TO 1-lOLL01't CEOJN^SH§Ll 89 fS.FEP�NOUI{Clt3fr.:hP.2W:SRE'C 14 :ANb: '. SHL SLAG 60MS:A&PER N05:2 5$PEGFin NS : 3.SUBSTRATE.SHALL CON8I5OF'THE FO1WN0: ' O V ;WINDOW� BLADE #3 0 RKtNG; 1 UNI-SON -SOUTHERN::PfNE N.,Q:VJ%':0-0:55-(N:O.S) f,OJGLAS FIR Wf.G O:SA(NGS) : �5 E tlr2ffgT�0N5.OF 415E fOR ....-SPRIJCB PINE FIR NORTH:V C=o 43(N.AS.) ...........P........... ........... ...i ................ 8(ADE,iR�OPJ$HEEi.19..... . .. SP... . P.NE fi........ " ...... .. ....... ,...... .... c ...... .... ............ ... .. ........ ........... ................... ... .. 1+IIN_1f? COX PLY0009'(,986 AM 41 ANCHOR-SHALL B£:tdS7'AJ1fYJ:'Ot1aYS'INO AL:OF'THE.ReCeMtAEeitATl,Otis ANO : SPECIFlCAn0N5:PER NOS.2075: .......: ......... . ...:FL�7RI:DA BUl'LR1NG CODE :(Won High Wjock: HurrJ* 1e ,Zm � i. i 82017 TILTFCO,i11@. ®:2017'EASTERN M.ETA6:SUFK INC; � _ BERTHA HVM.. rr CC �/� /� AGc"on Shutter System. ...:.... . tLU 13I AF3E' W OR W D H1/-WND(1W4'.BLAM g.::.... AYI'tlll"1COCT $f1iJh'Bf.:$y19�@r113 Jav rra : uEscRlarwp: RAte: txrartS+.en Lc * / 71L7]:T TESTING & ENGINEERING-COtAPANY _��t asss xw sso-se:stw 30.uaua ua cvmFns.. 73r Assactntiart� Inc. , r367r OAt£ 07!26/17. 1 ��,, 1 +i'meeeoaaoT eam s 7 West: Palm Beaeh,sFL r4Z407 s .. �f rJ4o is-ose . :Z; .; •... V'�� A n4( 'Je4.P.E. 4. PMna x,531 ., QR/��/lN /gyp FLORIO&M, ::44167 S�7�Q8 .............:........................:...............................................:........................:...............:.......................:...............:........... .............:...............................................:........................:........................................................................................................................... POORER CONCRETE OR CCE BLOCK CANCHORS CON RUE OR CONCRETE BLOC WAF,L;REOUI�rtED —"^t 4W'SCFIEDU.L ON SHEETS¢dr 7$ 1VtiE,REQUIRED 7� i ISPNNG ,..__._._... — , } CONCRETE ANCHORS- 1��C 2bz3/•i SS HOLT$.W� v (SEE:SCNEDUI:E.Ofr SHEETS.fi:;&7). NUT&.14ASHER A 9 15.C:. BLS 5(EPAPATICN TO t/Y t wIR dN s m-:5 L W, w 2 I iI a '. ..... Dik E.D:"' i �ri h I •--MON-COVER: . D°; �'• E itSriNG: az3/}.' . ElCI5RNG 'I! ]: - CLASS—: I BUILDEK TErc SCREW 9`OC, :CLAS, -I ::l. I:: I. QOU�EO.:COYCREFE •�, L-CONCRETE ANCfi0R5 R. CREIE BLOCK; (SEE:SCHEDULE:0N SHEETS 15,k 7) '. : REOUIR ....... N'?lJ,� � EIS: .. .. i1ALL..MOUNTING.1NSTAlLATION 3 W I.L.. MOUNFING...ImmuATLOLJ SHALL lulOUNtING INSTALLATION. ........ ..............:EKISTaac ...... ... ... ...:* ..... ........ .. ....:DfISnNG—`t .... .. `.:. ........... .. .... ... .... ..... .. .... Glass . I:. I! GLrss l I .._,bi1..5CPA......76«A85. SEFA4Aplb'I 1 lil5b WJ.SFPA/V.nON 10 (FEE SPfEO'J(6 ON SNfLF' (� cA WMCT ,;� SEE. :�t� ��I. :'T'' S I I I ..,V. • a s tf€ E. D.'i" •• is 2 t. 8 oF— .. t III i M fj2` t uin.=? cAfe:E f, �St UE OF 3 ARO,r, Eaim EO IAPPfJWLE �. . � ��. /b o 2Of3/E 5S D4[35:t1/ ' .s :COhECRET£Ni�CCiORS .. . ... B _ NUT&WASH R OG.. CONCRETE / :(SEE SCHEOUF.E;ON..SHEETS fi'&7) MURED:eONCRLTE" 'A' REq .. L.'. - ��„_ CONCRETE ANCHORS . POt3REO GQ...iR E,.:E A. COYG�?ETE.&LOCMJ. -'l. CONCRETE ANCHORS OR CONCRETE BLOCK: WALL-REQUIRED (SEE:SCHEDULE ON SHEETS: SEE:SCHEDLU:ON St3EL7 7; WALL:REQUJREO � .. ;i�l1Lt yIOUNTiNG INSTALLATION . WALL. MOUNTING INSTALLATION: FLOOR t�OUNTIdG INSTALL T� ION, .. ...... ... .., NOTE FOR COMBINATION i"(_$ECTIDN9 CO. EDiE'OtSTAhCE ... .. .. ... (5EE NOTES!��SCHEODLic tid SrECT 73 ... SEE SHEET S I'OR*TYPICAL"$Hili TER.ASSEMBLY- MWONG SECTIONS CAN DE COMBINEp; .:SEE LIMI7ATION5 OF..USE: SCALE 1N C .IN Afr[WAY id St1R ANY'FNSTAIWlON;. ELIDE rTATK):S OF. INSTALLATION$ DG . ST TAILS �f��t+�f!•..�.., FLORIDA BUlLQING._CQDE .(Hof Nsgli Vefdcify Hurncgne.:�ane) _ f 'e26 7 TILTECiI MC :A 2dt7 EASTEitN METgL S{1PpLY INC;. t V r`IL+ x y: BERTHA HW ;. � � �'� �+ A�corct�on Shutter� .stem. . .... ......... .... .. 4 - ..... ■ ��7:IsA■ .. by w oR Kv �+ ENc. a -f -S ... A -,nUff TESPIHG do ENGINEERING COMPANY Amerlaon `5hofter Systems sEv P. DESFRIPt101i W oATe Fxaax f;T F c 055"Hw Wm._sm as:VERt'Jran GARDENS.FM=2516t: ASSCCI!OfIOBr Inc.: � rjsa%F OAtT 07 28/)7 gj7JF-pp r '4� �� ( eynonTt mans T.Feat d S W Woad D ? DRAWING N* Pli 7 : �� e9 9 riyg 4:: Ee-coos7is' Nlest palmeOCh FL.34517 3 �. tt 17 108 }1 WN7EN A TUlfT J.,PF. t A .. r: iDRazA ur g.a<si s Sf36Y FE +SI611ff1t�RE/OA7E s 9 qF 18 .............:.......................................................................:........................:...............:........................:...............:........................:...............................................:.......................................:........................:...............:..............................................:.................... rONCRETE,AKCHORS ......... .. ............. .... POURED'CONCRETE (SEE SCHEDULE'01IN SHEET 7) REQUIRED . �` 1;ONCRRE ANCHOR$(EXCEPT fOGE:OF� All POINTS SOLID SET)6 s ,; E 0 P.uCAeiE Ir &t.(SEE 316tON.SHEET 3 .' `! •• : CONCRETE NCRE: OR ..! F ONS) .if4' Ox3j4^S;S, . M1 , L DAITATt 1 R IR : i EQ EQ. ACH NE EWSUSING .Tf?` : T 1/4`_217 N075:0 W O.C, X+ 2 1%a'MAX' ' EXISTING 3.DN.6ED .......... .. .. .. G ... ...r. .._..... ..... ......... .. .._.. .................. ... ............ ..... .. .. .... ......... .. .. . 'W.W .. t . A MAX.. UK SEVAPAT&I -.10 GLon I (i 3' Q)'CEILING MO WING INSTALLATION Ex7sRNc b; s .�. A Ij4'Of7W aUltpEX'7APcON W//dN'AN4'EO ZF,IREAOFGRA{ t SXR. .._ ails A.. TECHNOL00Y :1 A:o.POWER FAsTEHERs;APPpt 1' ... ......... .. .. ...... ....... ... ... ...... . .......... _ _...... _....... ...... ...... 14 7 3fd kN ENOEOMoNT O b'O.0 F04 .... .... .. 1:{ ..... .. ANCHORS max.st+eLT D) j. ...a nUP'f076/D SPAN AND- O.0 FOR SPANS LARGER. . :EXISTING I EVERt fASI6IIy� ,tiF1;0 )t3EE1v 1ON FOR �Si lti-t 2 GLASS . ;I: 1:< :. 1. (... �Ufa:NIX WASHER MEAD' .CO .. ... � �..u ...�, .-;. -5�� Nr.sEALAN, -. ANCHOR L REWS A 9 O;C.. .I F/ 1/4'0;20i3/4'S5 HS ANenOR c4 An4w 7 EXIEP7D4:COW REfE A11CF3ORS' UQSIN�tO 20 NUTS . SE£SCHEDUtE.ON SN ?): o E , ( ... EXISTlYG NON STRUOCURAL EDGE OF� iJ2 tt r i t SIRS:K y . .. t . A°PUDABLE. +' ` ....OF: 1 V1ALL IT: C.A�-..2�O OMIN �'Su)7RitA F 'a x APPLCA6CE PDUR"e e _ ... x sQ�p�EO.CONCREF£ DECORATNE iCONCREi V a. )RE6 REQUIRED' .D� k( ... .t Y ..' X f. fL00R MOUNTING INSTAL:I.:AT10N 'f} KEYSTONE MOUNTING INSTA 0 NOTE.*HIS INSTAVAT10N SNAUt eE:REMOVAQLE: a EO =EDGE 0.`$TAt10E .. .... .WHEN PEREORAAED ADJACENT'V.AN MRxIut1M A,'5.O DESIGN PRESSURE'+6A 72 PSI;LI� TION. OPERABLE EXIT OR ENTRANCE (SEE NOTES&SCHEDULE CN SHEET. ): MAXIMUM SHUTTER,SPAN 7-6" ............... ....................................................................................................... ..... ........... ..................................................................... ................... ...... .. a=,,FOR_S_OLIM.tTA70NS:OF,PSE FOR . 6[:AAe�7A QN:'SHEET Ta.. I 1�SEE 511EEF 3 FQR TYPICAL.SHl1T{ER.ASSEF;94Y: ... ...... INSTALLATION DETAIL: (.CONTINUE-6)CONTI:NUED)� 2 'NOUNDNG SEOt10NS:CAN QE C091NEO IN ANYWAY.TO SU17'ANY INSTALLATION. � .... ... .. .. _. SCALE 3/8 =1" FLORIDA. 8U1LDlNG...COpE..(Non Hi91i VeiociEy. Nurncotre. ianA pp TLTFC¢ INP. .4E7 1OY��EASTFRN METAL SURPLY INC.. ' BERTHA ,a° G " �' - A►ccord fan Shutter S stent ............ ....................... ....................... ........... �>Ne ��st � Kv-'eta. w aR w/o:> v �nsi�oE IL EC :TIWT TESTING &ENGINEERING COMPANY. il+rgll fler S Sf RIS acv oEscw...... 77A7E DRAXT7 BY LC, '�' ` (Yy`3^ nt :6395.Nq 3GIh A:F6 30.-x'NRUkVt tpRDQig.itDFAI 3376 : 9SOC flQhf Ir3Ci t �L 13=Pf16 /29/1 DATE:S17j26f17 . Prwrm:.(sosj677 753E..f6x: 345 B71.-1537 m 4268. 1Yest[tbds Drive 2 A N. tp.�000lcrnl YJest PDi�.:AeaA: FL 3'X407 s RAYtI j OH ID �7 f FLDRoa Lte:' aa16?' sSHEF? P:Er 1216:DATE: 6 Mirc. .......... . .. ._........... ._..... .. ._.. .... .. . .. . REQro /LN_•-•8 1/2 : 0.036 THICK Hirt ASTM .2'Moa ... ,,RE ou Ila):DOUBLE A-66S OWE 40 Min G-80. I`METAL S1VA. Guv stEEL METAL STuos.. :4 7b; 3. OR g'OR.4A' :GAL..O.C. - - Q :.. PXiS11nG GLASS ..d L W WWW EREoa M7 3/4 x 6 1/4 = 7 J. 37 I t 0 035 THICK CT=tAur CONT CALVA qt V O C.( 6 G.C. 57EEF7.TRAM 653. GRAPE 40 ton G 6D GALVANYfID E�OSIING E7NISN.... ....... .. ......... ........ FASTENED:TR STUDS :g/.(2) :I... .. .. ............ ............ ......... .... _.. ......... . ... p6iV.2':'TETT SC17EW5 pN iN7ERtOR;! A5 APPUCAHLE ` ... g EXMTdaR FAC,c I VMiES sr ..'.�° I'�, EXISTING:GLASS.+. (SEE SCNEDinE ON GHEE}5y. —_--..- 3: f AS:APPLICABLEt . .\ 1 I - ga SEE OCTAt(:X FOR Rbp,617N,i S/4 x 6,j/41i i I.' SIOE CONNrC))ONJj 0.075•TRICK N CONT-4AM Eximim PIN15R TO TiuGKS OR , !cRS AOE'a0 mn 0 aa°ou raER 53' is APPL)CAB4E I 1 SHEE1 13") FASTEUED 3Lt'STUDS.:1M/�(2) I •.:;i•:WY.. , `g6afE7(EtdDR FACE CN 1NTr,pq 7C �tt 37, :i 6 aC :ti ®8 O:C< �✓ .. ......... .. -' i - wof Et -T : 1/4 0 7 K.SCREW i; EtiullOo DOuOLE ...... ... rOR QR dA.... ..... ......... ... ......... .. .. ....... Mg?Ai sruD . r : ... i.. 8 1,.... RE WIR 10,WN.EN t t>2'a 3 ' � 37b:� .. OOum STUD ".0.035.7RlCK T1iA.ASTM 2 :Etaw i A-553 GRADE 40 Vire.C-60" i '� 6 QrG: 7dIN i EXI$))NG GLA55: �O656AC'.GLASS. . GALV STEEL METAL STUDS I. AT SH ac. —_ Mrd, EO B:O.WALL.NiOUNTING'INSTALLATION, Wim - �, I Y� 4 Ob;�gO. —2.00D- � --32ta•-'-'-_- � 't�� (}fit�°T6 MAx N--•��- o CL ©.. i w E(LOCATE AT .ti. a .... "-` cv. .. ...,iy .... .E1RiER"516E QF � } 37 7/4"a NOMINAL 37b 1f4 f;3-2f3)(3"BOLT ALUMINUM SLEEVE ff)n t�/z srrs,_J - ——— idtq sM:s`j� ........I T6 6 p Q 25 g:• 050. i T/4 0-20 iHRFJ�S 37c !/4 f3 ELCO CONSTRUCTION .. ...............L :�R:OR' .. .... .. . i ...... ....... PRODUCTS FAB LOKHD.:......... N INTO M _ ENL I.NSTALLATlO EIAL. STUD 1lUAtL INSTALLATION: DETAILS (CONTINUED) $BALE ajs 1" SCALE 3/8=1" Air (�iorr Nigh 1lelocify NurrCoj. Zone' .... ......... ....... ... ........ .......... . FLORIDA BUILDING GODS. .. ++ \ p � ,s OT7 71LTFC0 R (91 2077:EASTERN METAL SUPPLY)RC': ........ ... . BERTHA. �HhA HVA' Mc id o ste ... .......... :a tf4t= A N,v.EtAgE 9.W' OR: :.KY.*W9NDOW .. ■ ■ 11 EC f Q"l _ . Tf1eabtin Shia r ysfiems 11%No DESCAIpTTOK 'DATE DRAWN Tan L.0 . ,� * TItLfT TESTfNG &ENGINEERING COMPANY Assoafotion, Inc: t cto:ts�6 X26/1 DAT�:pYF6/7i 6753 T)W 36tK 54,St..SDS VAWA CAAbMj FL0 MA 031 P6ono (so6jint t6 a r (3Ds)eii-Ts3T 4 6$ Mrtroads Drive t sc LQI3IQA r-�.\��\ °-" tyr,t Paimf3eoch FL:33407 a AAL7ER A.ML[II Jr-P.E: 1Q ... FLO A xk '+4.62 S SHEEP 108 ag PsE.: 15 IpMTE: JOAOF 18 6 ........................:...............................................:........................:......................................:..............:........................:...............................................:.......................:...............:........................:...............:...............................................:.................... SEE:END.WAII CONNECTION I INSTALLATION: WITH ETAKS:ON $HEM'10A: 13 do Q 16. 1 *SEE NOTES ON'WLO K AND OR V BLADE W A, ,E[{CK$ 1 ON.:SHEET�4. I HV CENTERt+AATES ( (J I f F ExlstmG GLASS IN 1 / ♦ $IDE�S^FjAN mouse�o✓; S£E EtJ!? w ( � CONNECTION JTOR �:: 1 DETAILS 4N SHEETS r � gA 13 & 1s. __ ...... — .�. -- _ _ OR — �:. ._,.,......,., .-.7...,...-_-._..L._... ............... 5 }�2" M!N:SEPARATION: bR :aR ti J :O ak \l I M!tr:SEPuurwc -I* ___�- ro G[AS4 H!N sEPARATW-V I ��--p�..� ��q:-}p� t. W/INSIDE LOCK ro QR t:l;dR\]'+ +VSs(sEe:scHET+U[E .CASs(s EEscH DCtOE E� ; seHEiSEA£s. OR( (SEE S H 0 v V' �J # A (sem 0 1 SH(E 1 ON:SHEET¢) ....... ON SHEEP 5I ...i.... .......... i J INTER@R ON SHEET 5) i 't E a j i J ...... SEE ENO:WALL.CONNECTION: DETAILS ON SHEETS'10, 43 do 16 p t �„ OR®. ORO OR .. G 1 ..... 1T. _._ _ __._._j 6 d .. OR R O:U'T (EMR OR) f 1 SECTION AT END SECTION AT OPPOSING i 1 SECTION AT .SYMMETRICAL: (DIRECT MOUNT). CENTERMATES WJ LOCK 11 QR 2x2Y�a�c'— CENTERMATESi.W/ LOCK i6 OR 117 _ W/(2)1/x v TAFQDN,A'rGio 7L DR aR � T OR --- - -.-- -- _ 76 C6ucSE3Tt trap/�1ito I i */�"' � � � � E ..$10x3/3 Std&4 T2 ORT 4 1 aR�'+' aR�: ,j. 6 W SEPARATION M!4♦ SOARAMN AT FF.CH,AYtI£ I i O G.N14.L0 qir. 41 uW SE TIQN My 'i'hG1nW! Q GLASS. ) OR (��,'p�) TO GLASS V)hSiDQ. TO GLASS,.VV/OUTSIDE 1.1 SIlO I.df2 ti: w LOCK(SE£5CRMUtES LOCK(5 '.SC (OH SHEET 5) (ON T5)SCHEDULES i. .......... .. .... SHEE1:$. .. .. / b(BOTTON).SELTI10. ....7 6 w1 .7 ON.10. 44 . ?.. ON LtC 511EEr 5 J T ORl Q �i� . T60 - 13 i .... .: }.. ... ..\ ... ..... .. T5: ...........1...... . 7 _ 6 1/2 SECTION AT SYMMETRICAL -(ryp.) : its SECTION. i4T OPPOSING ti s'*. SECTION AT CORNER POST OtJT CENTERMMATES V(If LOCK D CENTERM TES: LOCK... ... — LOCK FLORIDAF'LORID/� BU CC1DE :(Hari Nlgfi 1Fefoaify Nurricnnb..Zone) . e�It�Fr4 Nk A.r�Kf 0201 n[TECO„1Nc �20(7 EASTERN METAL SUPP[Y TCiC. �� 7 BERTHA HVTM pp Accordion Shutter. System ........ .. ... .. ..... ......... ........ .......... ... .... ,� �L EC'Q rfrc. AsSaSi � Hv.elt �+�:o>z.w Kv wsNdrAirr if : AR16�'ICOII s}I,U116f $YSI0RI3 AtY Ma oescslPnoNOATE AW,w:+ev'Lc. .. w. WT TESTING k.0 NEERING CQMPAH ociallon c' , %Np 36.ta 6te NIGINIA F4gf•0A I +� :.: 96-49:E PASJ MATE.,07/28/17' ttr•tlP-- � �'� ��I Ph6n8 (3o js7r 1530 -fF.. fi 71-1531, 16 4208 4Vestraads Drive i P` a Een000s7ie "" west Pulm 13earb FL:334.17 a SL~ OR.10 x .. \� � YIrLTER>t n$Jr.RE, ...............1 A$... � ::f[ORt�A Ur :40*7 5 SWEET P Fi JQATE' _ s 11 WAS I ..................:...... .. .ENb.wntl. .. INSTALLATION. WITH. t SEI?IES 9iaa.ALUMINUM !0:SEE NOTES ON HV .T`LOCKS'2T :b. , DETALs ON ... (2024-TS ALLUYJ::LARGE KLAMCE THIN SHEET .. .. .. . SHEETS 10A. t3 ts; HV BLADE W/ NUTS Tj PART 0;0820 AS:MMUFACTURED:BY AVOEI;:CHERRY TExTORN PAR5IPPENY KIN. SH 4 -.0." :..�� .HV „T„ t/ JERSY Q7054 OR:EQUAL ORLIRIO OC CENTERMATES R S : 1 .EX WING:GLASS _. � END � .�. EXISTING :1 j: .... 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F,E SEAL [Gf +tUR�IRATE ::fR.aSOA'ttc fJaY '� : SHEET: e 12 OF 1. ............................................................................................................................................. .................... ............................................... .................... ........... II ... .... _ END INSTALLATION INTO CONCRETE OR CONCRETE BLOCK WALL* .._...P9URcDCONCREIE SCAkE:3,18 '1+� ?OURED:CONCRETE OR OR BLACK.WAL�CONCRETE -= r-.._., _ r�•, FOURE CONCRETE: C- —T• ��r Bt.DCK YfhLR.RE4t1IRED s t �r POURED CONCRETE OF :..I K WAL 1 . ( L5TlNG:GLASS 1�6 CONCRETE CONCRETE:BLOCK Y1ALL , L ...... s.. ... ..... ...... x.'• ANG _�,k8 5c - SYINGS GLASS r• BLOC�C REQUIRED 2..........,.... 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OF S MW:LCT TESTING"dc 5,WXuEERlcnnnE;S.WMA 33i Association,;Inb; ,f MD IS-086: 7/t1f/rJ. nnrE.07/26f17 p'rA+` PAEM (305eBmrllr530 LlOteeoRcdotmezr-rssr 488 W�54rpge[S Drive z T4r�1. ® West Palrn Beach, FL 33407 3 p/e�}} Cy r bRAWiNG No : rIJ{� ll W lER X TQLRt7i.P.E. t . .T1T L FLORIDA "C x4.:44167 5 P3E SEiA�3F{� f1AT : _... .. . 17 108... za 5F;EF 6 i r 25 12. t/1N..CIEtRANCE ..- 0.0625" 0.06 D.t875` EDGE:' TO.SILAte:161 i . ----�,. _�- SECTION X:—X. OD ...52 . BLADE'S :—'*. ..: 3'c'OpENINf— ii ..... .... ........ ....... ......... .... .. .... ... i .. ... .... .. .... k It '' • . NATE 50llRCES � Pt�LYCA3380 �' R 1 1 7:300. TYPICAL:PROPERi1ES APPLtCW STANDARD RESULT ;"T!BLADE.PORTION .'I: \ REF)=REHCE — � .. k -�' X PHYSICAL .. .3Zp .8;,tiY WttTDOW ....._. tl..... .., —.1 SPECIFIC:GRA'ATY Asha;D1.92 Q.D43:Ib/` D.ti43:16j'Ina TENSU YIELD SIRE' ostia D83B 1 .5.'400 pAo V.500 p s X2$750 x) FtEXDRAL sTRENG t ar YIELD Asl D§o 1 12.500:ps 13 40 ps. / 1: f �[ Ft£kURAL a100tiLU5. AS7N 0745..... '540.000 Psi, 345.000 psis:.. s I .....L..... —..._.___...:.........._... .... NOTCHED 1206 ASTM:D256 '18;FT-10,/To T?i Ff Ib/m ycNARactE(�{S SMOKE DENSITY .... ASTU D2643 MAX _ i .. . -. '�.... ... r� OF BURNING ASTIR MS G.1:CIASS C:3 CtF55 43:0000 's SELF lmanm ASTM ni929' _ IQ�O!F 960 F 2 7/6 MIN:CLEAR l .m3;7500 Y{EATIIERING ASTM 0155 111 S'..YAFtAilON.9E1VlEEN f 2.T:f4 GLEAR: s 5 3,14" .BLADE OPENINGS BE1YlEEN TABS; :ON CENTERS. ]ENSILE STRf7......AFTER EYE.....WG ASTy 638! i $302.pa: BBfO ps. i _ 1 0:7500.. l w TENSILE:STRESS BFfORE WEA NERNG !sSN II 8 ! p s: asao p si.i i /�. 38 .POLYCARBONATE IMPACT RESISTANT HV WINDOW : ......... BA R AKR LON 3103 POLYGAR80 Y E M D MATE i so RESINS, IJV=STABIL[[ED GRACIE. EXTERIOR ELEVATION. SPALL; T":= 1'": ............:. .....................:.......................:12'.111N..CiEPRANCf.....................:.......................................:...............:.........................................I.................................................... ......... ...... ....... ........... ...................................... .......... . ' �� 'TO:BEAD 4YBOTTOM - D4 TYP{CAL 1A H'V WfNfV BLADE 3 .AND 1 ...... PQLYCARBONATE . HV..:.WINDOW .DETAIL. ....... :(,Non' High Yeiocity: HurriGode Zone} 4 � 1a etapt7 TIUEGo.IHG. P207 EASTERN METAL.SUPPkY INC: _: UiL�ING c©aE B � �as ERTHA HV'WM .... . ........ , .�. »� ° do haft ystem ��. ECr;Q LMC. r American Shutter Systems lav R�. cc 111 8 WO ._N4 i1tLiT TESTIpIG & ENGINEERING CQMPAI4Y TrtsCRlPAON DATE: DRAwn:er L.0 tt �, cn, Inc. , «fl rs-056 imm Q /I t/ze/E IM 5T Of 55.a w sea sa�aDs WROM CA Doss.:MADA i31 AssocTatt ,� �QI�P �,ET��. Phone D)Bm�SB fdc�atcrom 5) .L..ts�E WtFO _ .. 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TCA4LAYOVm.WT.'18 .... 1 f ' '' - g,' ETU E'.3 SHALL ONLY ALLOW A MAX..MYUM:EOr D.5� a: . ..i .., i.OgENth (3'�tt!HIJLES) EOR.:.. PER*BLADE:AT;SPACINGS:V WN:ONSSHEET + 17. r. ..OF-.e (B);TAIN CLENihM1ICE FRdM TOP.OR BOTTOM:EDGE !'N WrfI00W;B�' WINDOW:BL 43 OF ANY 3 N HOLE rOR SHALL BE}2", :',c .� IRMOFA (0)'V''.IRST OR..MT BLADE:COMING OUT FROM STARTERSi A7i':£i10S_MAY BE -a ! .. B Sp N HV YIiNDOW [A➢E E (D) '1 HV WINDOW BLARE�7 MUST BE USED ALTERNATETO A � ..s BLRDE�3 TNROtlGHOUI SHUT'fER"S WKTM o, € (BAOTERETIH£R SIDE O,f"7HEM:. ST ADJACENT'EO A SOL _ A1.tED . ....; �ib,YIN ...... i..... .......... a ....#s .., r. .r e. .i.:i fs $' .p ...... (rj.:POLYClJiBONATE.�NV:WINDOW -HALL.BE IWALLED�SO 3: R T:':TAAs fAOE. 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AN OE=A LOAD(SEE NOTES i &2 AEt Q. 6.BEE MWIMUM:SEPARAYION TO;CUSS U..SHEET 5: ELEVATION 5TMM aAt GE#tIERMATES.0& Yay W(i6;OR'..17 �r'�''� TYp \ ........ ................................ ..... .... ... ......... ........ ......................................... ... ... ... ......... ....... ............... .. ...... ... ..... . .....,. ......... ..... � TYPICAL HV BLADE #3 WORKING IN UNISON WITH '1A HV WINQ:OW BLADE. #3 SHUTTER* NlT.9. rirerr>,' ... .. � ;��f� �on: Hgki'V�elocity: Hurricane Zone) .Ly ... ... ........ ......... ..` .. LUR1:X— -G :Ct DE 02017 VLTMQ,INC. C 2017 EASTUM'METAL SUPPLY,INC; BERTH,t At cd oon Shu H System V1 ... `' ■ ■ R KV 81LDE W::OR W O H V var7Dw e€at7� 1L EC© �� . TILUT,TESTING ENOlNEERfNG COMPANY At7iEfIG011 S of Sj+sf@mS �v ao mselt"" a1E DRAWr€6w tc SE'.�IV 3m V,,Nclw WWI':rLw-nA 1316. 0 �L1C. Y ASSOC1t1 nt DTD,+s,�s )/28/7 DATE-07/28/17 { � < Pho a (snsja7l 15 A FaK (3as)81ws31 4268,W traade Drive 2 W1N �109i14 �t. ttWl 61LeeooaWeom West; Poim Beach fL 33407 s .... .... 6.DIILl'71TJ h► <Y PLURrc>a,1;�:>��I1�>: s sH '10 9 IJ