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Home My WebLink AboutPRODUCT APPROVAL SHUTTERS ACCORDION Y; 4 ♦ � � YP'm{"a� fq i �.p ,g�rr,�� t y � Y. Y �r E�'•^''1V fig, '*�'"� I �r BCt5 Boma .y Laq In. s.0 01,Registration Hbt topics submit sarchargo Stats&Facts> pub lcaWns { contbeC U5=t SCI5 Site Map Links Search 'y4 t Product Approval 'USER PubIl,User, 13Gt S gonsNal006:y"Eaj&Ct or.Agu€3MWi c oari th>Lgiel€cation a,;,r >APPlication DataiU . FL389-R10 a Application Type. Revision- Code version 2020 Application Status: App ve Caiments Praduct.Manufacturer.. American Shutter.Sy 'ste s Association,.Inc. Address%Pfione]Email• 4268 Westroads'Prive West"Palm Beacli,;FL 33407 .(561).209 6263 6fee16y.0eastemriietal.lam Authorized Signature Bill Feeley 'irodriguez@easCeFntnetal.coin" Technical;Rep"reseritative A,ddressS/phone/Email.., duality Assurance Representative :Address/Phonef Em�aii Category- Shutters Stitscate o Accordion g rY Compliance Method ` Evaluation Report`from z Florida Registe ed Archttect'or a Licensed Florida Professional Engineer Evaluation-Report-Hardcopy Received, ',florida:Erigineer ar Architect Name.irvho developed;tlie-;Walter-A'. Till€t:Jr.P E: Evaluation,,Report:;. Flonda License PE-44167 Quality Assurance'Entity Natronal Accreditation: Ind Management Institute Quality Assurance':Contract Expiration Date 12/.311�Q21: Validated sty:: 1ohn,:Henry Kampmann Sr., Val dadon'Checklist Hardcopy Received;. Certificate'ofIridependence iL389 R10 CbI°COI SSA --A df FL1$9. IQ COI_COI ASSA.BLADEI 2,2-Cif, 4389 R10 MI COt.ASSA 13LADE3.adf Refeii*nced;Standard antl Year(of Standard) standard 2012 ASTM E-1996 �O A57M E-330 �� 2002 7AS 201,202,203 1994 Egraivalenee of Product Standards �c�rtleed sy Sections from thz=Code Product Approvahtethod. Method 1 Option.p bate Submitted; 10/15/2020' DaIW.Validated 11/06%2020 DatePeniling FBG;4pproval 11/06/2020. Date Approved', 12/15/2020: Summa ."of Products. PL#° Model,Number or Name Descriptiot 389.1 Bertha HV Atcordion Shutter.-Blade Extruded aitirninum interlocking•blades retained by tracks.(top 3 (Non-hVHZ)'-Drwg 20-165 and bottom) storm protection .Limits of Use 11 Installa#fa 'Instrui#iohs Approved for use iri HVHZ:No i FL389 R101iiI DRWIWro AS5A BLADE3:pdf_ Approved for use outside HVHZ:Yes Verified By:�, mericar Test Lab ofSouth Florida,Inc. j Impact Resistant.Yes, Created;by Independent Thii'•d Party:Yes Design,Pressure'N/A_ Evaluation Reports" Otfier::Large•Missile Level D".Max''span is 12'-3"f�or.40 psf FL3B9 R•i01!AE:PER ASSA 8Lt�CiE3. positive ASD toad;and 13'_:V for 35_psf negatide ASO load'the Created by IndependentThifd Party:Yes HV3.blade w/o windolfi.blade 5'-2"fcr 110 psf A5D load fore ! HV3'blade W]6 window"blade and W-11 for.62.psf,9'-11"for S5 psf+HV3 biade.aa%windoW blade working in unison.Max.span. , `for HV"3 blade,W/o.wlnd6W blade for installations into Metal stud ivalis is 7S"`for max.ASD pressure rating of+42;-72 and 84"for}64'64 psf See sl eet 5 for otherspans`and-ASD pressures 389 Z Bertha'HV Accordion Shutter Biade,1 Extruded aluminum inteHocking blades.retaimed by tracks(top— Orily-(Non HVHZ)-Drwg 28 164 and bottom);for storm protection l !iinits;of t(se:' Installation Instructions Approved for use in HVHZ:No Approv de far use outside tiVtlzp Yes. Verified ByMmerican Test Lab of South Florida,Inc. inpact Resistant Yes, i Created'by Independent Third Patty:Yes: i Desic�n:Pressure N/A 1 Evaluation Reports Other:.Large missile{eve.. D.Max Span is 16-0"for 30 p.s.f FL389 R10 E-PER ASSABLAOEl p_df,, } he"Ut P ASp(oao depending on centerrhates and locking rod Created•by Independent Third Party.'Yes. +configuratio'n for the HVi blade,8'!V for+64, -Z2 p.s.f.A.S:D: . i load for HV blade for Keystone inountings.7'-0 p.sf.for metals ! i stud rtmountings and 8'-0"for 110 p.s f for HVIA.working In unison :See sheeks°7,11and 20 respectively of:installation 0 ings;for other spans:and pressures: 389 3 Bertha HV Accordion,Shutter Extruded alutninurn interlocking.blades retained by tracl's(top l COMBO.-(Non-HVHZ)-Drwg 20=163 and bottom}for storm protectn io l)mats of Uses Installatio{{°t Instructions I EI Approved.for use in HVHZ:No TO gidjai DRW:ASSA SLADE1.2:Rd Approved,for use outside HVHZ:Yes Verified By American Test Lab of South Florida,Inc. 1 Isipact Resistant Yes Created by independent Thifs d Party:Yes Design Pressure N/A Evaluation Reports. Othew Large missile Max.16 0"span:at.30 p.s.f A5D load 1 AE PER LA fo Bla8Ii 1 and it3 0'for Blade;2.See schedules on sheeYl2,.. Created by Independent Third Party;Yes 35 and 2.8 respectively" is"sax r�e�� t'ntactu 2601 131AWS906e Road;TallahpiSoe,U32399 Phone sS0-497 1827 'he state of flcirlda,is an AA/EEO srtlpinyer�oNyiight 2007 2U13 State of florid st6tement Ades ibUit9 5tatemi nt ti;Retund Suitrmant' Under Florida taw elnail addresses are public ra�ords.If you do not Want Youre•mail address,released in.response ro a pubCo-records roquosf,do not send electronic ..•'mW to this entity.,In5tead,lcontact the offka byephone or by traditional mail.If you-have'anyrxues"tidns,please cantict O50.ds7:139S.;tPursubnt to Section.45S.275(1), :pieride Statutes.effective October 1;20 U,kcinsees licensed,under chapter.4ss,F.s.rhu5t'provide!the Deparnmovit with"an email aodrev;if they have one,The amails .�ptmyideit:roay b�tisvifturoffictxlcommUnitatian.vrlifi tha;llcensise;Noweveremi}ii addresses arapubilc iowrr3,;f you do rotrtish to supply a personal adateas,pleexe pK"6 the OeiiIi"eit with an Qjnall addiess'+yhich can be spade available to'i•he public.To iietdhnine';If you arm a'(icensea+arttor Chapter455 F•5.;please dia here; ... PmduciXpprovotAAc�c,apts: ,. .. . . M&I� ��i _recut Card i Sale GENERAL NOTES: 1.BERTHA H,V,ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION:DOCUMENT(P.EO.)HAS BEEN VrAnE:D'FDR COMPLIANCE IN ACCORDANCE WITH 2=(7th EDMON)OF THE FLORIDA BUILDING CCOE.THIS ACCORDION.SHUTTER SYSTEM SHALL.NOT BE 114T'AU.ED AT MGM VELOCITY HURRICANE ZCNES. :: ..::.. ..._. .... - ..- DESIGN WIND LOADS SHAD.BE DETERMINED AS PERSECTION 1620 OF THE ABOVE MENTIONED CODE.FOR A EAS14 WIND SPEED R.EOUIRED BY THE JURISDICTION_W1LE'RS SHUTTER WILL TABLE :OF. CONTENTS. BE IhSIIALLEO WITH A"Er'OONA111Y FACTOR Kd-O.BS,USING ASIE 7-16 AND SHALL NOT EXCEED:THE.MAAmUm.(ABED.)DESIGN.PRESSURE RATINGS INDICATED ... .ON SHEETS 11 7HRU 15, 19&20. IN ORDER TO VERIFY THEABOVE CONDITION:ULMMATE,DE95N WEND-LOADS DUEM4114ED.PER A,CS E.7-16 SHALL BE FIRST,REDUCED TO.A.S.D:DESIGN WIND LOADS AREA 1 HV'BRIDES C�'BL.w BY MJLTM'LYING.:.THEN BY D.6..IN ORDER TO.COMPARE THESE W/6Wt.'(A.SD) PRES SURE INDICATED ON SHEETS 11 THAD 15; 19&20. GENERAL NOTES SHEET 1 IN ORDER TO VERIFY THAT COMPONENTS AND AV.;HORS ON THIS P.E.D:.As TESTED.WERE NOT OVER STRESSED.A.33 1X INCREASE N ALLOWABLE STRESS FOR,WIND ILAlY5 WAS,Ma USED IN mw.. SYSTEM COMPONENTS 1-20 SHEET.2: ANAL=HOWEVER,A WHO DURATION FACTOR CO-1.60 WAS USED FOR VERIFICATION OF rASTENFRS,IN WOOD. SYSTEM COMRONEN75 21-37 SHEET 3 BERTHA H.V.ACCORDION SHUTTER SYSTEMS ADEQUACY FOR W7ND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDWCE WITH SECTION 160.1.2 OF THE ABOVE�MEIHTIONED CODE PS PER. ATL REFORMS: TYPICAL SHUTTER.ASSEMBLY 38-44 .SHEET 4 TYPICAL WINDOW BLADE&WINDOW DETAIL. -HV SLADE 0 g0214.01-63.J615.01-01#1004.01-06.01214,01-05:f6317.02-06:1050941-10 AND}0210.01-.11 AS PER TAS-201.TAS-202 AND TAS-20,1 PROTOCOLS AND ISTM E-1886, AREA 2: HV BLADE(1)AND HV WINDOW BLADE TA AND E-1900 STANDARDS(MISSLE EEVO.0.WIND ZONES 1,.2&3)&+1y'ify01-10 AS PER TAS 201,203&203 PROTOCOLS LARGE.MISSILE. MERE '- -HV t rmw B;Af.E SLg fOS05.D1-im AS PER Am E-tE86 AND E-1996(MISSILE LEVEL O;WIND ZONES 1.2.3)BASK PROTECTTON ONLY AND j 0725.01-88:AS PER TAS 262 PROTOCOL TYPICAL.SHUTTER ELEVATION&NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F,.CONCRETE/BLOCK SHEET 6 2.HV MADE(D AND W WINDOW BLAME 9 ARE ENGINEERED TO v6ow IN ViuSON WITH EACH OTHER UNDER THE GENERAL UMTTATION5 AND CONDITIONS OF ME INOKAT'ED ON SHEET 19' INSTALLATION DETAILS G-M..CONCRETE/BLOCK SHEET 7 3.BERTHA N.Y.ACCORDION PINS(NV%9M),USED AT BLADCS KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHAD.BE 814r2.75'AND#14a1,76'RESPECTN£LY,410-HT MINIMUM SERIFS CENTERMATF_ OETAJLS HV SHEET 8 STAINLESS STEM SCREWS WON 135.0 kei YIELD STREHGIH AND 180 ksf TeEWLE STRENGTH-PINS SHALL BE COATED WITH BERTHA HV DACROSHIELD COA71NO SYSTEM AS MANUFACTURED BY APPROVED CFNTEP.MATE ALTERNATING DETAILS HV SHEET 9 COATING FPPU:ATORS,RED€SIERED W7TH.AMERICAN SHUTTER SYSTEMS ASSOCAUM PINS MUST BEAR THE HV I6kRKM ON THEIR 11FAD. 4.ALL ALUMkNW EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 N0 3.MINIMUM YIELD STRENGTH FOR.5063 T6 ALLOY IS 30.0 k3l AND 35.7 kai FOR END CONNECTION DETAILS 1-6, CONCRETE/BLOCK SHEET 10 E005-TB ALLOY.ALL ALUMINUM DaTtUSIONS.IN CONTACT WITH DISSIMILAR 44TERMS.SWILL O?IMPLY WITH SECTION I11-6 OF THE 2015 ALUMINUM DESPON UAHUAL. MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 12 S.All.SCkT;'e�i'NTJ EIL S7AAS.(iY5-4MLL:-a4 OR 316 AIS1-vu OR CORROSION RESISTANT OCATED CARBON.STEEL As PER DIN 50O1D WITH.50 1.1 MIN.YIELD STTtENLTTN A,40 90 kRi MIN.TENSILE STRENGTH. ANCHOR SCHEDULE-CONCRETE&BLOCK. SHEET 13 AND SHALL COMPLY W/FL.,R80A.BU:I.ONO CODE SECTION 2411.3.3.4, ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 14 6.BOLTS TO BE ASTU A-307 CALVAN7ZED STEEL.OR AIS1 304 OR 316 SERIES STAINLESS STEEL WTH 35 ks(MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE-WOOD SHEET'13 7.SEE"PE FOLLOWING SHEETS FOR ANCHOR SPEDFICATIONS:Rd BLADE +D: 12;13.14.15 AND 20 INSTALLATION DETAILS M-R, WOOD SHEET 16 MV BLADE 0&a WCRIONG'IN UNISON: 12. 13 At 15 INSTALLATION W'AJLS S-X. WOOD SHEET 17 B.THIS BERTHA FLV,ACCORDIONSHUTTER SY:i'iELI BEAA'T A U.S,PATENT LNS'779,562:COMPONENTS Of THIS APr4T0VYS:ARE COVERED,IN WHOLE OR IN PERT BY U,S, PATENT M75'458,179 ISSUED TO EASTERNEND CONNECTION DETAILS 7-12 & X, WOOD SHEET 18 METAL SUPPLY INC. - . 9.I7 SHALL BE THE RE4'FAHSTBIL'TY QF THE COS¢1RACTOR TO VE.iU1F THE SOUNDNESS OF TitE STRUCTURE W1fERE,SFiTt;'FEq R5'7O 6£k`TpC:tiED 113E IN5iR1E PROPER.ANCMORADE:.CC�tiFF�1C{OR'.iO Sr.AL{C'Atilt: AREA jj. HV-19NDOW SLA CIE ()NV Y . ALL S+4JITER COMPONENT EDGE:.WHICH REMAIN.TFiRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING To PREVENT-iV1(4C7/RAIN4N'Rig=N: - .jy?ICAi.5HUSTeTi FaiVA7W(V' .SitEET j9 10.EAOR UNIT MUST BEAIR PERMANENT LABEL IN A Vr;iOLE PLAICE WITH.WARNING NOTE OURTNG.PERIODS OF HURRICANE WARNINGS JV E OWt1ER,T10HAMi;'OR OTHERS, MUST F¢IOPER.Y CLOSC-ALL ITV''Ar:3"i4D CENTMYATES M40 ENGAGE OR LOCK ALL HV AND NO LOCKS. .. HV'...WINDOVIT•�BLADE'rUbbILY.'.:. - c I c '- .. i9stkLATIGN'DETALL METAL'STUD WALES SHEET=20.11.SHUTTER OR EVERY OPLN LABEL SHALL V LOCATED ON A SECTION Y VISIBLE LOCATION AT ACCORDION SNIFTER`1N`.4�MS'Y3A3NOE aSY:N'SEC110N 17O4o9.3,OF FLORIDA BUILDING CGOC O'PE'LABFI 5Hatl BE .. PLACED FOR EVERY OPEYLUTG,LABELING to COMMIT iA7TH SECTION 1703.9..2 OF THE i1.OIitDA BUILDING 400E.:. ... .. .. 12.BERTHA H,Y,ACCORDIONS SHUTTER SYSTEM'S 9WIALLATION SWLt.COMPLY WITH SPECS..4w&AYEIY IN.r-Tw%*N;PLJ�,PAY.BUka' 3G`ANp tON?NG'if$DULATtcNS PRCVLDED BY,TILE U ,3C0cN WHFTr PERMIT IS.APPLIED TO, .. ' - - 13.(6)THIS P.E.D.PREPARED BY THISENG*EM IS CE&tft NM DOES NOT PROlme INPOFrekwo l.SLTE 577CCA7SC 14IO.IE6 Ic.Wt nE ITfE SITE:CONDITIONS OE`AIATE FROM`,fHE -_-- - -- (E)-LtiNLAACTaR_Ta_BE_RESPON iBLE FOR THE CTg _pVR_Ct0. ND i311Ciy W b_PROVIDED HE/sHf_0_OE NOT OEYATF FFCAN GNN St ? U AEm6r 7FIt _Q 1�Y�'�2 SFIA C)NLY_8E USEEY TO- - THE C'6NOiTiUF>;DLTAELEO ON?1H5 DOCUNEHF.CONSTRUCTION SAFELY AT SHE THE-:CO(41RACTO.RESpONS18IftTY .- _ E►9TA14 PEKtNtTS tN` THE'STATE DF:,FLORID, (L:)THIS P.ED.WILL BE CONSIDERED ItiYAY1D IF ALTERED BY ANY MEANS. .. - (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER,OR ARCIit<ECY'WHICH WIT;:.BECOME-THE ENGNE£R-OP RECORD.(E.O.R.)FOR THE PROJECT'ALND WHO 01 BE' .. - . RESPONSIBLE FOR THE PROPER.US::OF THE RED.ENGINEER OF RECORD.ACTING AS.,A..MECATE0`ENOINEER M'WE FIZO.ENGfNEER'q ML`SUEWfr�TO THIS LATTER THE SITE SPEPM ORAM4-;MN REVIEW.. (e)OWNAL.P.E.D.SHALL BEAR THE DATE AND OMWAL SM AND SIGNATURE OF THE P95I-EISIR ,ERGI NEER Or AE.DCQO,TW,PLEPAREEE�IT; fL(}Ra MOM, Zone, �Itllil l . 0z0)0 Turco;INC. �_EgTrC�D3PL�rg -- sa>? �tGEN !,� , /q .Accordton>Shutter'S stem. 1i'R IECO INC. Tit fE w I� }k\:. �#i:w/OR w/a Kv wy No.441 7 • --�- American Shutter Sysfeilis _ * ,.„.....,.. T1L17'TESTING Rt EHGEENING iN COMPANY 1 ({S96Cinfton,. Inc, . �`" OC3CFTP7S0/i t L?ATE„tflRtYnt 9r H.: -_ ; ! ,�. 8}RK N.ri..id{4$1 51 «nS viFl„wR rutav+s.ftpRiw.s7.6 ,A 'I 'CLll..T 7-t07 _.j2I202GL GRT>;:'7/2AD20. d' STATE FF r /" t4+'r ?t t w Tcic :(305)871-1531 4268 We,,1rAL(Is 471Tv� x-. riFHAVt1NG No` :�. , mo 14 a�'am rom iVe9t':Maim EI`tjCt. Fl_ 33<0; 3. i�---- P,t a.a 671i + N ,• �v. WAILiEA A 1UJ.6 Ar P.E .---__ �. ,era f I. YlOHv)A _ SHE 1 E4 ��ii �PJA. h�. 3 1iL,a:Gkir?iJTiE�DAiE _6 _; or.20 .. '� Y�FO&YFIWA RNUG'. . Y • c o LptERkfJ {3NUElt.LIS F'AYYNi; •5455124 �4' QUA{k[E17 0�USF tY( _ oURuFt use rj Hv,su�rr HV DIt2EGT idOUt47 r r.5LADE , /Vi DO�� E't 8QQ5;—T RLiAY;ANp T�!APEA:.' ,:OUALEFlED:' USE°�I HV�. - 'SC63-Tr grot AWD TfhtP£FY MffAiiOyS OR U§E OF BLAbE',Qa�O EEi 19 r- SC53 TS'ALLOY A�TEM 4a;1 a tto a - c =t 1 7. .H.��ll.�µ�hGO ��j cf t f Y W R . KGB USES w/:HV ��B}H •�- ALIT—OVER TRACK' r cAcw y' OUA:WIEa FOR u E w/ W 9 HV i��4Y_ADJ FL00-- TRACK. � � jRENCH TRAM r�ss-ta k«oc�r;n YCI�PLR' C.UkiFTws?FOR ttSE V! ttV B AfiE Ot.A�tF! L FORUSE_ M4 13tAf}E T, / S}83 jc R�tar'ts r�«pER. , e��E�LN�Y EiY'RAINGUARD .. PER » Vo E5.. ;rr 6063 b Av.OY dtFQ T€MPt'R - '..Qvh1.IFYEt�'FCR USF;.wt HV ..." { 6 7 W R3 - JJ i:+..raw'( LxM � i ma+.wx✓u t { � � •` �X+ �' _ �tt� NY CEILING HEADER �1�:HY HEA[SER�S(LL; _ i3 ;JjD GEIL-ING-HE_d[1Ett/SILL �� sz��`",,:_,. Gt3A6ftE ;rca USE YFf Hr:'BLAnE?€vtfl 1;. Ot A4 FYF BQ6GRTfiACG^rr`A ngcY tONiY. —�.UAU L?;FOF2.U51 k4/hY 8{AJ tfD �AC� ^FiE1ER�$�L� SEA'SECTIONS FOR VA!)G TS - gtFAtaFlF W! HVHV�F 5 GFIONS FOR.'V?�{OIY LS ft OSE 6D Y&*by.utO T'£M?C�T� � '60 tNPER' '" z - - IkSik'aOflJi" B TT : k ((r''''_''• ''''' "K .Y . MNa 4YhMdt ,� h t' A .:TY � c ' r« t•' •, .Rbx '�_ i °2 f s w=u, r/a i j �- a k z ^a tza MAO - GUAUrtED,FGrt u � Ir Al.UAt4NU NGI.ES. w xs urx, Dias a'Tao ,, �figNER ROSTS . . ODE „It. QUA'<Ir1EL2 PbfS.Uz.w w -"..._..:F.. �.V.....-... `w-quuAwneG rm usE, s/ Kr,.- r .r.OY x ( OYL7 .. - - fiO65-7a eLLLT!N?{i IEki'CTt' = �' x t�`R!AX,S4J IYti NO.)x9' AP63-•O.attOY,ttMI"OER - }1(}RiDA.BU�!}!NG�(} (NOn.:.11rgh. eliticitp llumrdi* tone, 1f lif sins T�Tcca.a~r,- znza eAssezw faGAL suPPtY`:awc �a'.�°.�..` Accrard>i tin'Shutf er System I MEC INC e[�eE. R �F 46 4q i 7 ` H v`a e{fir`w/ w/ts t4v tYDc�r r etaoE.. w ww ,Arvtetlooh Shutter Sys em's rwr Rxscarvrma axr muwi+ar.,tu T!r> MUT.MS WO a'.EIRMHEERING COMFAtW YY a rcr,:�" xa .rwrsws>s, A.aa an,: in .. o_n•i�-To7 _his!Rsa a/zuso `A $TMFOT ' t..t ftwna {a,�H7T 1��[f Fa :r:{.a3,ar,.-tuxc h2G8"tAestrpcd f)rrVct• x + - t •,. "D F� + a�.mtxxiCmilecm. West'Adlm Aram, FL 33407 a U U f a xca7ro. �4 csta��kl`ii�`,yloNATURE/WAIF FaL S6lle �'<4187 G,j _ � .ISkIZ QF.YR g.._, 8-.3 3.--.—.... lLiT—f°rf7iH a° py C�3S �. +�s��' - �xau tfai� nr tmr PNN iD L j'V r. r & L" t. I ffi I r a wise 11 • xc �} � ��, , �: � � '"I Ala , 2�""-�_, -- ♦;» :.. Y i.._._- - � t�t'� d a, a� F: �.tcrt6t�r tbmomE otAtEa) IF?E{I foR,use' f ,eLanE k:.a LY. 22} LOCK 6C63-T�'gLLD Y AHD:.iCkPER QUAL�FIED'FOR,USE W/HV BLADE 1�& T QNLY 3023 .". k>g QUALIFIED OR`USE: OVAURED./F�OR,USE W/W 6063-T6 ALLOY AND TEMPER i3LAS7E V& 0 ONLY. .; -• .. j�VQ �ER GEN7'tRl Q ALtF.1CD F02 USE W/ HV BLADE T 0 LY 2sa k ` .. _287a LLOY AN E TEMP R ^T(C ri•',Jw I 17_5& 922' 2 P QjpFr i0 ' - �dnx.Q t T, 1i '. +R I n �` I LaawA_mR pr&TINO m 1.06 .n= ". .A. 3 2 t�"i .r HEFORE RIYEnNC 1: 4 A�-20 REVNUT m.444 CREYV :I. ._..—..—.�.—.•�«.! i.. P � m• "SCR 2 G.. �K - .: �.�Z {y S i44 .......... r .:.. Z25a' .::�' _ iz: ...___.....�t •-::...:1 ' „r'� 1 ,3isrtr."u•:'T 1"�czaas+ww; ar R oimw ELMIAT664 � HV MALE "T` LOGK j j� _ t�" � a�6 �3�- °CHOW Vahlix;fN;VPPVl""t�zw�i�r 07054 CIR WIPIL _W . 2Tf LOCKER FOR fl L C.K CENTERMATE QUALIFIED FOR USE W/ H`1 SLADE.LI OJJLY HV FEMALE "'t'" LOCK.CENTERi FcT �Y T" LOOK BY ALTERNATIVE LOCK. 6083-16 ALLOY AND TEMPER QUAZ)'!ED.FOR USE 9UAUFtEDFS1R USE W HV "Qu4uF±EO•FIJi2 USE.W/).'5LAD.�1V"Ow(_Y QUALIFIE( MR.USE W/ HV BLADE II)OM Y. W/HV BLADE MR}ONE'?., 86 fi(}E(j�'OtJLY. :5063-T6;ALLO''AND tFMPER: M3-;T6 ALLOY AND TEMPETQ'" ... _ " '#'fie• U F ld U. 063 f!!! i C•t3Hi`°Fr.CR.r a6z :Esd r� t 31, Ct ROD HD CENTERMATE W,l LdCgIStBQ Ua° a " OU.LUFJED F'JFZ USE V/f }fV SLAD t�& A} QUAL4`EG C :USE W/HV 6}Sc ",� k'i 6 _ 8c.63 ;6 Eit: s •' :>;Q -Te eR - '.'I GENTERhtA'FE S 111[sEFil` ' — bAR6y �jUALIFIED FOR USE W FTt��SLAO F):�&!}A,e., :: as�Ta•DAb63t,t5tLXS. .__. a_- __-, _._ r �_� � tl f?. t ., ~. tJn s-aa.sS aR3:jsb.e° ._{_f.10 60b3=TS,:ALC4�" Q 1EMPER '�"' s CT.�DI--`•'�...-,�:�Stg' n�`a - _-_- 7.. LO-cKiNG ROD�i � - t.>;12a 9L(l'Li ED {OF{Lli Ve/ eeY'u�LAsE,�i,,: 20 UMB sQss T6 ALL Y AItG tEUPERj HV 3%8" =46-AGETRL ri+ cvyr-w� Mor €ta>xs sEs f�sa'uxtT L is. S RgSiALLAr,ON41LLJ=. OUIRIE A.7f.-1 OLE 1'Htl_IuBSCREWS E+.QIES S'. THUMB - QifFSai€E!) Ft7)i,�LisLfwYf�HV BLAGE�;&.�}... 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If 12 t0 -:A' d C a 1::5 Mil ID a I`ft 0 L e s- 14 12 10!9.� R'.#a tl a i a 'B d. B e' a.Ek 3,.>. 1412 10a 9 a 878 4 14 f2 Oi.6 8 8.ir6 B 14.312710 0. '8.48:#S e' U .1210 9"Id"'s71 a l' N lI 11e 9 a��vQy t,-,6'nj ti F210 D• .d'pad t 0 t 0 14 '1Z 10- 9 _6 8 55!-- IL 1T 10 14 121C' 9 88 45 N 12.70,.Fa •& e )4. 1i jt2 i109. d 8j 6.s'B Ia 72'•'f0 �0 B 8 ( ! 14 12 slo,a lS 8..OI e(8 'E a-_ ! e 659` _, - 1 i i + j[ I472 ,0 9I8'.��8 I6 I^ 1i 711 tD=.Df'8: fS G t4 't'2 to dT6 t8 dY�fl 14 12{.ID D 81-E.- - T`t 12 i10. B D e' e,t 8 �8. �8 die- 7Sb.5 14 12' 10 9 !a 8 t45.: 14 t iT�.f 9 8 4 i 8 J.S 74:42}f0 8 t,g x a a -.6 14 12 ;f0 B 75-i - 14}12 f f0 D- 7bf5..9 8 8 8 B 7A 331 4 t'- - 14 12 10 9 B' a 45 �� ti 17- 10 8 11 a. .e 35 14 is121f0 5'-0 i '12'Y�1C 9 8"65 li E it 31$ y ] Jf 72_lU 1 D 8_'.6 a `la 1 79!t➢.'.q 86': 8 !S 1.t�:IZ 1 itf�`a,'A. IF'd B•7 6 U 13 i0 D e. -E.- - 1< t2 t0- R B ,�`�!-t 6 8t B'B B 75C5'"L=: ON SHEET 13 .74 12 l0 i 9 e.�d3 5�14, 1a sZ IQ• Y 8 43 (4.1 iZ e0)4 "'a 8 8M- a t i 12 9.5 75 a - I 14 12-'2: 75 a 8 8 8 7S B;SIaS�7 t- '6-0 t{ i12�10 9 8 i35 a 14 tS tb, D 6,;,5" t4 s T2 r0 G .B t 8 18 6 14 12 1 9�•8 :4..r_. 14 1Z�f0 a. } e 8_i 8 R e t E l(B.gag3S 14 12�10 ➢ a 3 1 14 12"10 9 tiY`4➢ 10..<8' 8 H y5�..5 i1 jj.12 f0.!D :45 - - Z. 72I/O 5. 73 '8 8' B B 755.5 48 14 12 i 10 B B.)5 14 12 1D t'4 _tl,,�,d,,�;,i,7 14 .I?}IO I D 6 8: 8 !.S ti l 1R i 10 1 B - - - 14 12 10 S B a,a e! 8 8- 8 B 6 4 14 12 10 1 D 8 4 ; i4 z 19 4 ia3 ] 1a 17T la D" D 1 74 f2 0 !'45..- i-t- - 14 12•iN8 Ve9 8.5 -i �_._ H. 12 10 B fl.I4 14 S2. 10fH a aa] ti-12 10��, b 8 $. - ,4 IZs10 3`-�tW[B -M- _ t4 f2 i1a r tl 7 ( t 8 -B, 6f8g 85 8 73 tl� '7•� 14 j1] 10 9 <.S i `t ti t2Y10 jj`9 8 < s`i tf-12 t0 It e 7 t 4 ,a t 10 3.5 1< 12 I tD: Bl ab 7 0.51 9 f3S 1{ 12 10 9 7.8.ti.7] II A'� li -12 f0 9 8 8 d 14 t2 10 6 i '1d 12!!!10 tB.S , j F H 8 B 8 •7 t 5 141210 :tL1213}J p4w. /i Tt2 D 87 ffi M:>• f4 :ti 7 € ! 14 11 7t5.53,3 --I eB 7 S5r45 ]S 0 1a 72 10 9 ss to wt2„E5. 9 a"T4 74 7 i2 aD s a H t 14 it. l0 7 (4 j ii iT_ +D a a` till°'" s e B B e.rzss z "i" i< t2 10 55 7;_ „ti xi! !} 9 e T t;:i y 74 z',12 101 D•;.vS 3.a��'is - 1„,1 s 3,-( t. 74 t2 85,7 W"" "8 eW.1 8 T 7 95 4.1. SEE UMITATIONs OF USE.9Ct 14 12}f0 9 5 - ]; 12, t0 tt €8 14 ti 1 !0 B.r�e 1 a '- ti"l2'i 9.5.. - 1-- 14 12 9.3 T.574.d i. !-, - H �B- 8. 7.5(B' 45 - = F?U+DE to ON StIEET 19 N 12 10 BSf4S 14It2 t D,y73 s fttlT 60 9. B t J3 A2 - 14 t 12'-10 e'S 4 t 1a 91T ty g 7 t "� � f4 .7Y t 10 B .6 J4 /2 10 3 - 14 i t2 10 .9 db �' B'.8 f 8 B 8 164 6 y_D• _ _ t d i _. __.._( a 14 i 12 0.5 4 :: t4 12 tO D 48 } t4 12 F t0 a.75 F s '.14 t1 3 4.6 - -rl____,____ 11 115 7.5 ,4 12 ,0 8 1 a- - 1k 12 10::9 �,.,�, _T .tf.�72it19 H.# -,- - 11 t2'6 - - - - 14' 1Z 8 9,} ` 0.5 14�ID5 5 135 3 -t (72 FO D 5.5 T to 12 10 -d S$ 3 ^- 79t8:3 w,_y 1- _ i5 a9 3.5t 1z. t< 12 IDS 3 €35 g )4 12 FO:0�85( F t 72§IC¢9 T b # -t4'*t2 7 _ - 74 12 ft0-�7 B t - "` -8 gi gH^ B 1 75 4 70�-0"1S t2 'i 4 :„ F4/0,5 3 " - it"105 7 3S_ i B D 7 5S IS t 35# }.... ..„ _ 14€IY 67 8��3 -,.- IS iT iC?-$18 .�"� 1.S sA2 rt0,9M`B.T lt' --a-. 14 1f 7S ._#. - 14I.12 7 - t4 12 0,-.. d } 14 tt f0 4 a a9td ;._„ 5_8•_)3, -' i7.5 t.i t4 1z 7 to j iz �0 i t4 10 T ]x � 1{ 12 '4 a - to w.�..". i IL k t�'- - - fs T12 10: - - `-}`- ra' 12• fa�- ".:t }_ '- .%S t0;� €=!-... .,- �il iD.�'T._...' s... 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H11 :,W1NRO -BLADE.': =- d; - .... ray '12€. _- 14 i2 Fa f2 s x t - :, " a', �l �d'-0 tk fs't= .'.• ..� ..._ �alz:" _ ::. .�._ t4"3'�z ,.."7..; r ; .r_..+ . .:....,..',•�,...;.,.14:, t2, =mm.' ., ,:-8. .B..TS `T tl}-�_a-.--3 - jj 14.511.5�" i- /4 12!-W f- _ U 71�(...•_ H 8� -- ( t?RkC1NG� IN Ut�ISf)N ' 14 Ski- -t-'��-- ..__.._. y'" jt 3 „"•I d T'14sS5I t0 .& - 10 14 YJK, - s ,14 1 e tx" 5 B} E•--- 1;S`�0 �: -.I a y---.d ) i 8 4 75y 5., - .. ,'t.'- - - - •t'=-::ib}-*__ -. rt..,.. _ _ € _ _ . 3 a -'-: ORiDk�BU�D1ltG-' {}Qf Man.H,q vielo ey, hu icen zone., ,. 1t �t � .,202a 1L.tECO>,'�.. TIZOZC, n ur*rlr.MiW?LL•r;.1Nu r rsqLgX a. t ... >- :,, C. r> a: iT Ir. At raw Y v c v wei Z Ce� tt m TILLiT TESTING' 'GNOtNEERINc cOMt'ANY Am6i�Cdn 3hutfet Sys im9. d ErS 6110 :i:"I 8 itu,>Or 1P S-o �{?4 E • ....6 Bus tow.,h St si,303.8 0'A fdii0t715 nonc4`.ate, timild . .) C -#: ntfl f7-tL<7 ^ 04IC f2020 "4 Assec n n _ �y �r� ranr.� (Ta5ya71-•tss0 rau x.,o5,gr7 1sa; A2fi 4YO.t+tCod:;.Uri 2 '�.aR F(e�1t �� a-.maPv0ect41rool,xm veot.PUlm Eocfrh,'i"L 53407 .3::: •-'t2 .. G-tODd71B F((rr[[��{{�yyqq-��aa€€ff �;�\t� C; A an1E�a ,1.��T �.pc. 4 20 1"64 ... I�llltl filfyttl_t17I'.t.``.x.tt��S?i.i�{l JAie et.Dlrm.�u:~d.u1c% •a ... I SHEET . e _ 02 OF,20 SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES :tSE£tTataROxs:S't' a K ON s11EETs 6 a 7) ,.., 1:ANCHORS TO SUBSWTE•S*LL'3E AS FOLLOWS: ., - ... - 7 POI1Rlfa i 1lOO( ._. ......,1+0188D COIIGl1[ (LAft..._ . .. _ TOO.ERSTRI6 AP= CREMWITH VM 1'0 H OR4 11N UFACTL -.W Bull. kn.f t,.d 3 k EQWALL SILL A40(INiTNG �G}.CRLING dtOUtdRttG QH FLOUk;.I(tiUSITiNG (�1/4TAPCON3/4ASJEf A:D THE TIB D SY' LL Pl*M B NAN a S BY LT M 1%4`0>t 3/4'ALL F'CINIS SOW-SEi N+CHORa,�S D:SIRIBVIED BY ALL PO7NES SCPEtN,COLT a:SF'ECY4UY'COUPANY.(F9n.t'e a 3 (it) ;DE9iTi NEGUM Pl091RR.8A17G ...:_- .._6A?�, DWI f8GM PM ytfi:1 _ 1%4"O,BLUE.TAP:CONCRETE,FNCIi0R3 W/CAP AS SdAlNUFACTURED BY FLOR#DA FASTENERS DIRECT.INC.(Wn.T'a-2 W) s0 �o(so is * tea iaa 7+0 t a f 7s 19a:t2isa,aa5 30 ac i Bo s°:,9D taD t, t2� % its cREYT,ea T '""� TAPCON OR. 1.4'0 TAPPM+.ANCHOR$.AS MANOFACTURED.:BY DrfKT,'INC,,A14D DISTRIBUTED BY`ALL POI! � LT"k SPECIALTY COMPANY Oi'ANY TAPGt)ti VATH l43VANC® OTHER APPR(SED..LECENSED OR At1THORIZED VMDOR.W=EREC MM THE AMERICAN SHUTTER SYSTEMS ASaC:IatRFi:.'RiC.(SEty�fe=S: ,t2 tt0 e d Wgt$ 16 74 12 f0 a 8:. :THRL4CFORM T£CHNCLOG:' . T4 12 70 "0, 8 0 a bli� to t2 Ta' 9 a � e 4 e 14 i2 10 $ 8 a ' r. '.:ALL.POIRM SOLID-SET NOTES: N 12 10 9. a #7 1.5.I}i33 t4•s 2 630 8d 8,' 8T B 14 12 f0 SF 8 8 -6 6 4 Ts'10 a, a 0 8 i 7. 11 kfa ;('0 i Y 9 & 0 it to t2 t0 9 k E a 6 a BLUE TAP W/CAP At)wwwum atowk NT KM POURED CONCRETE OF TAPCON.OR TAPCON WRN.ATYANCED TWeADFORM TfcC MLOCY ANCHORS M10'TAPPER+ '. 9 'e' tB a 6. 14. 12 10 v ,8 n e. 5- .Te4PPEi1r:.. ANCHORS 15 1-3 4%.AND FOR-BLUE TAP Wf CAP 44CHORS IS 1 1/2`. 4-0x ya 12 10 9 1 B 8 0 B, to 1 .,Uc� 8 d a:� 0 B 14 12 f 10 9_ b 1 a 7�8�.:5'S AY)UtIaNU EMBEDUM OF 1/4"0 x V4'ALL POR S SOLID-SET A4CNOAS SbWSL BE 7/8'Wo THE,POINTED CUHCRETE,'No EMBECUENF 14.. 12 to- 4 k a t e c t7 4' I4€F2.#:i0' G e .d' 4 45 14 12 10 9R,P #6 i-�- sa INTO STUCCO S}#All BE PER3dTTED. !%t'0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2'LONG'MDOMLfM SHCU#A STUCCO DOST,AND 14 12 tc S i 68 14 Ili t4TT2 is 0 8 $ 4 Nss 14 12 10 9 a t a B.1.3 {a 12 is s=.d 73 5 33 t 14 *2 90' d 8 I a s, 14 12 10)8 e 7"ri3 1 •s[E UAktudils t5 Vs[iUe 1'MQIIMIIbT FOR IVALL$wTT:NO STUIX?0. ' T 14 12 10 D 8 e a#8. 14 t2 TIO: 9 a E'. a 65 14 12 t0#@. 8 1 B 5 j4S O1AOf Q.T'aN g4EY FO j-0 1 F„„„ ,� _ .„.:,I_. ... -.' _ A.3)'IN CASE TrMT PRECAST 1"1-PRECAST CONCRETE PANELS:PAVERS OR ANY vENEER BE FOUND ON THE E')ZrI G WALL OR RDOR. 1 12 t0 8. e 7 a 4.t t4 12 0• 9 b a.5(S' 3.5 14 t2 to B: 1Rb S t15I'3' - ANCHHORS SFWl BE LONG.ENOUGH TO REACH Tki€MOOSE STRUCTURE(FOND SAID wul REB34E5.ANCHOtt9CE S'tFAl1 BE AS INDICATED ON w.., k731♦ S 1♦ 12 9 it8(;W. ♦s 14 12 I t0 9 f n a #a F5 NOTES 11)) A2)At7OVE FOR 1N5TAWTOt45 OV wim SONG OR E3FS Y0t31 OR W{Tf pUT YEIAL"STUDS C7NS AT THIS ENGINEER OR 14 12.95 7s 185 43 1t 12 t0 a a 73F95 ♦ 14 t2 10 8 n a{4,9 TJ'i INSTAUJITfON IAO ElFSiKtfN NE7N.SNO5 5EE 511EET'20. 14 t2 s0 9 �-8 t#8 141171 C,j(,,8 '.8'�8 5 �4 12�10 fR9 112'T'io 9 T_7-.d"I"SS 1 3 1 to i tz 0 8S 1 7 9-.E 4 3 is t2 a 'F516S p i s J� (B) TO ExFSn1w CONCRCr_BLOM-CAS#M C-90) t4 72-'tO i�B 1 e)C i fA I12�'to 9 I"S 11.51 5 .75 14 a2 10 6:5 B 9�d . -1/4•9 TAPCON OR TAPCON WITH ADVANCED THf.VDFORW TECHNOLOGY APICH B,AS MANUFACTU3E0 BY I;T.W.i3URDdE. 14,12,8 6.6 55 3 1 14 s.i2 0 b I 11, aS 4,5 3.5' 14 17_ 10 8)7 a 1 - 1/4'4■3/4'ALL POINTS SCUD-SET ANCHORS,AS OA:TREUTm BY ALL POINTS SCREW,BOLT is SFECiALTY COMPANY. 1414i1212 1 to B B 4 1 it 7 i14�8 D 7 6. s /4 12 10 0 �75g9 )4 J - 1/4'/BLUE TAP CONCRETE ANCHORS Wf CAP AS MAhVFAL'TURED BY F(gfGiM FASTENERS dRECT,INC ? O t4 12 i 10t a aA!4 1 } 14 t2 t 8(74 6 43:7.S 74 lay 7 9.5 t43 3:5:wry - 1/4'0 TAPPER♦.ANCHORS As MAuUFACR1RED BY DEWAT,INC.,AND DISTR2i'1FED BY AIL POINTS SCREW.BOLT Le SPECwi,TY COUPANY OR ANY 14.E�2 t toas(7� 4 c `-, 4 i t2;i0` b 17.5 l,, .I t 12 9- OTHER APPROVED ULENSE3 OR A7NTFtDPo2E0 VENOOit REG"yTEREO WITH 11iE AETETOCX4 SHUTTER SYSTEMS ASSOftATtON,INC. 1 ft 7 55 45 14'�}2<f4€9 t4.72 9 T♦R a.3 - 1a 12 7 f:9 E eS F4 t7 Ea A A d 14 12 tb Y:)Rh t53 O W t2 es 7 ss s F4 i'i2 3"s.s 5S 4" 3 2S a5 B D" t 3 ' B:t) MtNAIUM EMBECkCNT NM CONCRETE BUOC% OF TAJ�AW,BLUE TAP iVJ L:Afi AWL HOTS AM iAFtl'ER+AKHORY IS 1 1/4`AND IAPC,UN { q ¢ ...... ,_..,,T...� .:.... ....- .. .)....... ._ ..,,.$ [..... MHTH ADVANCED iF6iEADFOFN T£CNuoLo�1:Y ANCHORS 1S':1* . ., I4 12 85 75 fi. I tot}a 03:. 8 1Ra1 3 1 -11 12 8 a 1d3 4 A 13 95€6.5 5 J 5 1d ti i to,I 8 ash 9 �, 14�R B 65 T 5 J 4 _ g2)M;\MMUN EMBEDMEM OF 1/4`0 a 3/4'ALL PO#N>;$omit-SET ANCHORS SHALL BE ENRRELY EMBEDDED INTO THE CONCRETE MOCK NO .g O 14 f2 10 9 a E 1t F t2 t0 19 7.5 a. -1M1{12 B a 7 S,5€s EMSCOMOtT INTO STUCCO!:K L BE PERMETTED. 1 f4•o-20 S.S,MArH1NE SCREW USED VKL BE I tfr LON,LWfAUM SHOULD'' CCO x ii.s 73 e 4 i T4 iil i 5.y s�3s`I 11 B -f {33 0=.AND i'MNWUM FOR WALL$WMi NO STUCCO. i4. t2 8'�"BS%5 {-:i-to l t2 k5 7 as t 4:•-' �j4 fOS 7'(5.3 9 4S #- ' 13((8.3. SS 4 t4 FY 9.E 7 t affl_�_ 4 11 7 S S 1 ' ( R3)IN CASE THAT PRECAST STONE.PRECAST CONCRETE PAtlEI;PAVERS Oft ANY VENEER BE FGI03,ON THE COSTING WALL OR FLOOR. ' TO O W I t2 f0 B 79 E ( to 112 tC I E I6S 5 i 12 8 9 S4 A ANCHORS 1 8E LCib^ENOUGH TO REACH THE MISM STRUCTURE BEHIND SAID WA.t.FIH lES.hVT]iCRKE StiN.1.BE AS INO CAFED R1 33'ty I ]l a C71 s0 37 sNOTES Et.t)do 6.2)ABOVE F01i.kNSTFLLAT#Ohs oN wNYI SOiNG ca EU5 wsTH,OR 1V7FHQt1T 4MTt1$T1A79 Cgid571i3'Ttf6 EVCSNEER.t4' 11 f 75k SS f- f td i,g 9 4 S.ke5t95 6 4 4'1.4.T : FOR DWALLLATM INTO EIS VRDf METAL STUDS SEE SHEET 20. I03 e r.ii .55 5.5 4 € 13Ltot" $. t S .; _ `.t4ii1 '-i 'e .i " (0).AKHORS SHALL BE INSTALUU 1'+.A,CCrt47iJC ALL Of'�#E'REE011�TIONS' "'. C DATfOpTS CF TtFE,Af#Grivti.S LTAtt'UFt 3'1g ,9 .,, T2 5 . „( ,. !14 10 . 4,- - - •-' f OSi',.7 Sb 45 - i f3 fi!d i33 +L. 75 (E#}'.S&I SCHEDULE BELOW FOiY.fOGE D�STA�+.E'{E.D.j:l'FR:US:.SPAG11�,ftEEAT#DAiSE��T"�d%FJ(CFIORS.1N 14,{t..13i76 14 'iz t0 # , t4(02' Ek so-5S i to- t0 a& 9-j 4 ... 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