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Product Approval
6CLS"Hama, ,I log 3a 3'.Imi keaistrabon 1 'Nar TCmi= 1. Suhtni{:5�icha ge Stats p.Fans put+iiwtaons „contaee us sqI site f�p inks 1 SeSreh . dbV roduot Approval.: : . IN- tl5ER Ovb9iC`l3ser-•:.,. . 4. P. UCt Ai?_1ktOVai FiariU: PraAt7Ctot_hhpiiCaYikfti S@@r4h?' Iipii4ataan 1 nt>A{ipliCbtib(t FJbtnii' A f 5 g F1# FL389 R10 Application Type- Revision. Code Version < 2020 Application Status 'Approved:'. ;Co,m,ments Archived' 'Product Miniifact ret_ iAmerican5h6tter�Syste ns Association,hc. Rddress/Phone/Email' 4268 1Ne"stroacis Drive, West Palm Beach,FIL 33407 bfeeley�easternmetai.coin . °Author¢ed 5ignatire Biii Feeley'' Irodrigue26easternmeta1♦cam.. Technical:Representative ' -..Address/Phone/Entail. QuaUty pssuranee""Representative ` AddresVPhone/Email Category. Shutters Subcategory'. Accordion Compliance Method; Evaluation Report from-a-FloridacRegistered;AI itectar a.Ucensed Florida:.. .. - .... Professional5hoibeer - .t Evaluation Report HardcopyReceived Florida Engineer;or Architect Name who"developedahe.sWaiterA.Tillit;::I''n:RE. Evaluation Report'`, Ffai�da tcense :;� pE-44iiaZ". Quaiity'Assurance` r!tily National Accreditation and'Management Institute; Quailty.•AssuranCe ContractExpiration Date' 12/31/2021 tfaildatetl By 16 _Henry Kanibmann,I rb Validation`Checklist=Hardcopy.lteceived f�erttflcatb of Tndependerice i L389:itiq CCII''CQI ASSA BtIiT]E1 'Fl389~RI0 CQI 001 ASSA BLADEf 2xdf TOM R10 CAI:COI 'ASSA 13LAb IW 12eferencetl Standard atii.Year.(of Standard): Standard: ASTM'E-1886>, 2012- ASTM E-1996 2011- ASTM E-330: 002; Ti S 201,202;203: ,Equivalence of product Sta»dards:. Pertified'By .: Sections from the erode- Product Approval`.Method Method 1"OptionD bate Submitted. 10/15/2020 Date Validated II/06/2020 Date:Pending Oat=Approval 11/05/2020 Date Approved 12/15/20.20. SuMmarVvf Products FL# Model,Numberbr Name Description` 389 1 Bertha HV Accordion Shutter Blade Extruded aiurninum interlocking.blades•retained by-tracks{top, 3 {Nora„HVHZ) `Drwg Z0-165 and bottom)far storirrpratection ,Lfmtttw Use Installatton.Instructians Approved fofi use in HVHZ:No „ F00 R10•TI'DRWING AS5A.BLADE3.pd�,; Approved for use outside HVHZ',Yes, Verified By -Ariiiericari Tait Lib)of Souti Florida,`Inc:. "Impact=Resistant:Yes Created by Independent Third.Party :Yes' Design,;P.ressurei N/A Evaluation Reports. Other'_Large.Mi§sile Level b"Max.span is 12'-3,for 40 pgf' Fi B tt10.� PER,A-cA B.AD K�dE"-: positive_ASD toad;and 13'=O"for 35-psf negative ASD load5the Created by,Independent Third'Party Yes_: HV3;blade w/o window blade 5 for 110 psf ASO"load for LiV3 blatle wJa,ynindowlilade and 8'r11_",for.62'psfr y'='il"for' '55�p0HV.Yblade,'W,window bladeayorkrng:ln unison hlax span. 'for HV"3 blade wJ,o window"blade for jnstaliatans rota'.hletai • Stud walls is 79">for rnbx;.ASD pressure rating of+72, 72.and 64.",for.+64 64,psf SeesheetS'forotherspansandASD,, . gressuresi . 389.2: Bertha-HV Accordion Shutter-Bladed 'Extruded aluminum irterlocking'6lades'retalned by tracks;{top' Only=;{IV.an=HVHZ)=Drwg 20-164 grid bottorri)for storm"proteetlon-- Luriits;of Use; Installation Instructions- Approved for use in HYEiZ ,N6 Fl 389 Rif} 1 :DR3UW1 3 65; BLaDi l' 'Approved for use outside HVHZ.Yes: Verified By:*nericari Test Lab.of South;Florida,Inc,. Impact Resistal t:,Yes Created by.lndependent Third':Party'Yes.' design Pressure:v4lA EvaluationiReports Other:-Large missile level"D'..Max.Span.is.16',0"for.30 p;s.f FL38 Rib:.AE,PER 'ASSA BLADEI':p :. . negatiye.ASD load depending on centermates and locking rod treated by Independent Third Party Yes. cpnfigurat,on for the HVl,blade,8'-0'for+64, -72:p s S f A ,Ds oad'for HV bladefoe'keystone r6mritmgs.T'=0".p.s,f'for metals sWd•in6untingi,aAd 8'-0"for 3i0.pa f,for.HVlA,wor1,Tng`_in unison See sheeEs 7,.11.`:and'20,respectively of installation drawings for other"spans and pressures: 389 3: Bertha k Accord on,Shutt0- Extivded alurrrinurli lnterlockrng"bladesretained-,bytracks top ` COMBO-(Non HVHZ) DcNig 2A-163 and,bottom}.for storm protect+on . Lfmrts of Use Instailatran°instructions Approved for use W HVHZ:No FL389 R10 IT DRW' SSA'BLADE!'21. 2 Approved for.use outside.HVHZ.;Yeis Verified"By:"American:Test Lab.of South„Florida,Inc,., Impact Resistant:Yes' Created by Independent Thirdparty,,yes;" CDesign Pressure N/A Evaluation Reports Dther:Large missile:Max lb 0`span at,30 p s f;ASD load. AE Pei; AssA s DA� , for Blade 1 and.,18. 0`for Blade.2.:See,schedules omsheet 12, Created by Independent,Thlyd Part}r.".Yes` `25 and•Z8"respectively ; :. I'.aen rtr,tts• Crihtac[U -2fr0;&Iatr:Stane Tioad;Taltahas<_ee:Et`3279:J Phone:65b--4$7-3fl29" "The State'of Florida is an Ar1/Etea.oiriployar. 3169 26tt72013 Slate of Flonda: :Frivacy Statement Aocess llitY'SiatMriant`t;:Refund'SYstement Under Flarida law,.amali addresses,are-p4biic rrcards, you do not.want your a-mall address released in response,to a pubfi&iecordc request,do not send eiettronlc :..<'mail to Efiis[enUty,'.InsteaqcontacE.the otim byphone"or by iradihbnil mail,if you Gave ony:questtons,please.contact"65o,487:1395:xPuisuuant to section$55;275(2),•; •Fiari¢aStatutes�:effeMiyeOctober3,7Ail,kanseeslicensedunderCfiaptef4s5;FS.:must provide the OepartmantWith:tan'emailaddressiftheyhaveom They mails° -providesf_mary be used fw,official eommunieaLiowMth ihe:Jicevsee:However-ernalr addresses are public record.if you do riot e'iish to supply a personal address,please provide the Department w`tii,ae small addr4is"which.can"be ma¢e,a4allabte:ro the public:To deterrninu it you ire a lieen<ao:t;n4er:chapter 4sS,-F.s.,pi"ie tlir3 re: tt-'Product Approval-Accitpta: GENERAL_ NOTES: I.BERTHA H.V.ACCORDION SHUTTER S1sTOw:SWWN ON THIS PRODUCT EVALUATION:OCCUL-CO(P.CD.).HAS BEEN VERIFIED FDR:COMPLIANCE IN ACCORDANCE WITH THE 2MM(-ft E)ITION)OF THE FLORIDA - - BUiLDONC CODE.THIS ACOORD#OIT.,SHUTTER ... - ...SYSTEM SFbV.t NoT BE INSTALLED AT HIGH YELOC1IY Ht3RRiC4m ZONES. .. .. .. t�...... .. ... .. ... DESM IMNO LOAN SHALL BE'.DErMMNED AS PER SECTION ta20 OF`THE ABOVE UENRCFIED CODE.FOR:A BASIC WIND.SPEED REOUIRFD BY.THE JURISDICTION.WERE SHUTTER WILL .�t AF7pME-OF.-.CONTENTS BE IASIPILED VON A DRECRONAISFY-FACTOR:Kd-GA5..:UMG ASM 7-ts AND SHALL NOT EXCM:THE W00RUM.(A.S.D.),OESIGN PRESSURE.RATINGS INOICATEDON 91EM 11.THRU.15, 19.&20. . IN ORDER TO VEIM THE ABM CONDITION..ULTIME OESM.N WIND,LOADS DETERMINED PER ASGE 7-1S SHALL BE FIRST'REDUCED TO.A9.D:,DESIGN:WIND LOADSBLADES(T)AG BY MJLTIPOING!THEM BY O.0 IN ORDER ID,COMPAW THESE Al MAX.(A.S-D)DESIGN PRESSURE RATINGS.INDiCAIM'ON SHEETS 11 THRU-15. 19&20. GENERAL NOTES SHEET 1 IN ORDER 70 VERIFY THAT COMPONENTS ANO'ANCHORS ON T'US:P.E.O.,AS TESTED,WERE NOT OVERSTRESSED,A$3 X MICREA%'N ALLOWABLE STRESS FOR WIND EAADS WAS.=USED IN THEIR, .SYSTEM COMPONENTS: 1-20 SHEET 2: ANALYSIS::HOWEVER,A WND DURATION FACT"CD-1.60 WAS USED FOR'VEPoFlCATIU`7 OF.FASTENERS IN mco. SYSTEM.CDMPotiEh15 21-37 SHEET 3 eERiiiA'H.V.'ACCORDON SHUTTER SYS•rfl1'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VMFIE0 IN ACCORDANCE WITH.SECTION IMt.2 OF THE ABOVE MENTIONED CODE AS PER. ATL REPORTS: TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 : ' .... IYPiCAL VRNDOW BLADE:8't WINDCW�DETAIL .. -HY SEADE d..®021�:Ot-03,'/0715.01-D3,J1604.01-0;5.:/1214,01=0,$0317.02-06;#0609-01-10 AND}0210.01-11 AS P£R'TAS-201,TAS-202 AND'AS-203 PROTOCOLS AND ASTM E-1986 ;4REA� 2: !"�F BLdQE'�iL AND Eft WINDOW. BLADE 1�A AND E-1996 STAMAROS(MISSILE UNOL D,WEND ZONES 1,.2&3)S(1220.01-10 AB PER TAS'201,2113&203 PROTOCOLS LARGE MISSILE- (WHERE APPI LOBO ' -HV''WINDOW MAIZE.0:#005:01-08'AS PCR ASTM E-1896 AND'-E-1988(MISSILE LEVM O,WIND ZONES 1.2,3)BASIC.PROTECTION ONLY A14D B.07MOI-83 AS PER TAS 202 PROTOCOL TYPICAL.SNUFFER ELEVATION&NOTES ON.LOCKS SHEET 5 INSTALLATION DETAILS A-F, CONCRETE/BLOCK SHEET 6 2.Hv.BADEQ AND W WMNDON,MADE a ARE ENOH&'BRED:TD wm N vutsaN WDH EACH DTHER UHOER THE L'EMERAL LN mytONS AND CONDITIONS OF USE INTACATW,ON SHEET 1S INSTALLATION DETA7l8 G-M,,CONCRETE/BLOCK SHEET 7' 3.BUMIA NX ACCORDION PINS(NV SCREWS).USED AT BLADES'KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE 114.2.75'AND$14x1,7S'RE FSLY,410-M MINIMUM SERI CENTE'RIdAT'E pETAFLS'HV SHEET 8 STAINLESS STEEL.SCREWS WITH 13&0 k3i YIELD STRENGTH AND 180 Lai TENSILE STRENGTH.PINS SHALL BE COATED-WITH BERTHA IN DACROSHIELD COATIM SYSTEM AS MANUFACTURED BY APPROVFD CENTERMATE'ALTERNATING DETAILS W SHEET 9 COATING.APPLICATORS;,MOSTFRED.WITH.AAERICAN SHLFTTETR.SYSTEMS ASSOCIATION.PINS WAIST BEAR THE HV MARKING ON THEIR HEAD: END CONNECTION.DETAILS 1-6.CONCRETE/BLOCK SHEET 10 4.ALL AL.UMNUM EXTRUSIONS 94ALL BE ALUMINUM ASSOCIATION ALLDY AND TEMPER AS INDICATED ON SHEET5:2 Ate 3.MINIMUM YIELD STRENGTH FOR,600 T6 ALLOY IS 30.0.Its!AND 35.7 kai FOR MAXIMUM SPNN'TABLES SHEET 11 SDOS-75 ALLOY.ALL ALUMINUM INTRUSIONS N CONTACT WITH DMWILAR MATMIALS SHALL COMPLY WM SECTION HI-6 OF THE 2015 ALUMINUM OESIGN MANUAL ,- .. .. .. _. .- - ... ._ ANCHOR SCNETXJLE-CONCRETE R BLOCK SHEET 12 S.ALL°Cft*WS'10 Be SJXNLE aZL STEEL 304 OR 318 AM SERFS OR CORROSION ammAAT COATED Ciwm4_STEEL%AS PER Dw 50019.WITH.So km mN,YIELD SIRCMLTH AND 90 ksl MIN.TENSILE STRENGTH. .ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 13 AND SHALL.COMPLY-W/FLORIDA BUILDING CODE SECTION;2411.344. ANCHOR SCHEDULE-CONCRETE&BLOCK- SHEET 14 6.BOLTS TO BE ASTM A-307 GALVANIZED STEEL,CR A151 304'OR m SERm STAnuss STEM WITH'15 Rs#wN01UM YIELD STRENGTH. ,ANCHOR SCHEDULE WOOD SHEET 15 7.SEE THE FYILLOWING SHEETS FUR ANCHOR SPECIFICATIONS:HV BLADE( :12,13;14.15 AND 20 INSTALLATION DETAILS M-R;WOOD SHEET 18 kV SLOE(D&Q WOF'61k G:IN UN€r014:I2. I & 15 (P STALLALTIOT DETAILS S-X.WOOD SHEET 17 END CONNECT16NIDETAILS 7-12 & X,WOOD SHEET 18 B.THIS BERTHA R.V.AOcMON SHUTTER SYSTEM! A U.S..PATEW 16`.779,582.COMPONENTS OF THIS APPROVAL ARECOVERED,IN WHOLE OR IN PART'BY U.S.PATENT P458,179 ISSUED TO ASTERN METAL SUPPLY,RTC: 9.IT SR4LL SE THE.'RESIN9T8K.TFY OF THE CONSTRICTOR.TO VERMY THE SOUNDNESS OF YaJC,SmucTUIC41IM S11({{7'EYf I5 t$RE'A`TEACFLED.FO INSURE,'-PROPER.ANCHORAGE CCNt14AL7+rR 1Y'c SEALf>:e1v1Y.: '3 � ONLY -. ALL SrRliTER OONPCILENT EDGES W}Ifk1 REMAIN,Tt4tU FASTENING IN CONTINUOUS CONTAG'T,A1T4f THE-:.BU LUNG 70�PREYENT'ktiNb/piN11NTRiLS'DN .. TY,C{CAL-SHL ---R.':El.t'yA'TION -SHEET 10 TO.EACH UNIT MUST BEAR PERUANEPTT L48EL IN.A MIELE PUCE,WITH WARNING NOTE,DUF3NG PERIODS':OF.HURRICmi WARNIN<DS,NOIAC OWNER,TFdLLF4T;OR OTHERS Ml/ST PROPERLY PLOW ILL..NV AND-I.fg, CENTERMNIES AND ENGAGE OR LOCK.ALL WAND NO LOCKS.' . ,. Ati . . MOM,84411� 11.SHUTTER M."FACIURERS LABEL SHALL BE LOCATcU.ON A READILY MIELE LOCATION SAT ACCORDION SHUTTER'IN ACCOFTwkcis'WFF1 SEC'IjG4 uos.93.OF FLDRtDA BUILDMG CGDE-T1i4E tisil SHALL lLE K45TALt 4'R011 D!'NL; )AFJAI 5tUU YiAtL�' BEET 2D�' ` PLACED FOR EVERY OPENING.LABELING TO OOMPLY WITH SECT*:I 1709,9.2 OF THE FEARIOA BUIkPnNG'O¢DE... .... ... `. .... . .. "_ 12'BERTHA H:t.ACCOR DID N SHUTTER SYSTEU'S 94STALLADON SHALL.COMPLY VM SPECS:R{D€GAito 7¢:TtIS DRA+YIAC,PLUS A?1Y Ei"Gd AN ,-ZONAL:;REGULATIONS PROVIDED BY.TF4E JUNlST1 F Yv?.fRT_ ... - .. PEF9.fR 6 APPUET}.TO. 13. (u)THIS PJ".D:PREPARED 9Y T1iMi EIiORLEFR 15 GENERIC AND M7ES;NIT 6+9t0YO3E 1NF'TX00A1Kki FC7R,A.�SPECnfiT.'PlYO..tECF;:La.Yt11En^E:TH�-STlE.CONDITIONS DEVWTE (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SEEOTION,MIRCK46E'AND INSTALLATION INC LUO'NG t3FE SAFETY Dr,'TH6.PRIG?JOT.'BA3E1S,6N•THLS.P,Z1)4 PROVIDED H=/SHE DOES tWr DEVTATt RDM1� ('j SNALL ONLY JBE. �SED THE..CONDITIONS DETAILED ON THIS DOCUMENT,CONSTRUCTION°ATM AT SITE IS THE COWRACTURS.,RESPONS;Ii XY . QSTk ' THE" STATE OF-TLORIDA, (0)THIS P.CO,WILL BE CONSIDERED.INVALID IF AL.TERET)BY AM'MEANS I PEItA{ITS iN - _ - - (d)SRE SPEOM.PROJECTS:SHALL..BE PREPARED BY A'FLORIDA REGISTERED ENG4NZM:0R ARCHITECT`*HK24 WALL Q¢,RECOR¢:(CO.R.)FOR THE PROJECT':At6 YI8i0"i6.i6E* RESPONS€U FOR'Dic PROPER.liar OF ME?.ED.ENGINEER OF RECORD,.ACTING AS A.OMCATEO 04L04EER TD the P 6 k7K1'E SHAM SUmdr'lb THIS LATTER THE STC SPj;.CiFI+CRAWIFdO ;FOR ' (e)-OMM%PEG.$FLAIL BEAR THE DATE.ANDM ORIORAL SEAL.AND,SFGNATt14tG'OF THI:Pm-Ft,4.OwL.;EwAtER oF'RECOS'to T1fA'P P1TE#ARYI)=CT F1t#RItkAt11LD {:QbE(Na» ftt #�,vetc{a1tY.. Ur`,1��nQ,taa .. C 20W EA5(pTN METAL SUPPLY;No, vow WTHA� illi,4ii� .' azaza;rneD. t c. " N6:44l #tsretictin Sht4fte. S aTTts .� L Wf C1R pljQ i{Y PAtb]OW E#PDE' ITICU"tE#I!* c�E6i6k0t*ING COMPANY �'. Assda�o#trtt�4 Inc - 1., xU'tD 17 1D7 E�12t DAZE: t x 2o2D, • ' N9&CxN'A4tad M. 510.,565.Nsie7FAA cum�ts,YLORIQ4 aY1 STATE ' ' a�aa,, )T1)i'1s30 Fa4.f(30s)s71_ts31 4'd8$ kfC111`Dats, LVLS ? i-. O�tAYt#NO Na o-aro:Lutec000«Fom lYest aDtrii Beac)z> F.L 33a07' 3 A ' °.c 'c2.(}Rl _ DA oGc6TTs. 4 , f ii �.T >. PALTER Ic 11L1R Jr,P.E 0 4�:• TTA♦ •- R2IA=LL.,r 4*!b7" D-: A�Yi,S�OfI'AL t� EAI/ (3A ATURE�D�MTE a. r. � 61 � t -1�CSt { +..�,. �'' - 11 .a3b"�. '`� %i cwF 4 •.' .�. toil'i fNNER d4 F�OAfE, CQVEHE�iI Un*vER;try:PATENT�Sm581T3,:` I ,. _, c3UaL1E't£!R�OR USE;wj Q�AUFrE� use v!'.xv BLan: 4� t tiF 9LADE tI 1A� Hy Y�IHaQW"BL1iC?E* eocs-is AuaY uro r¢MP IQUAUFIED F R t((��} 'w rtv saea-T�AuoY aao€ears •SI MITATIONT,OF 1US60BIA13E G 7 19 71'•n`463 tE nL�4YQ ANC 7Eid tm 7 p 70� afa tt S -w N ttp Hwy`\2 E _! L'"' �HV El9ls AbAP.jj : Zj 12s s 73 AUa41 H p f Q t7 F £ SA3 ;4dJ,•>"'LC?Oft tI2ACK :: BtAQa�} �a'` ' FIV WALK TR sass=TarLop�wn.tpe --" 5 CU3yfFr FDR;EISE W/'Fiv _ B. i) Ctf1ALCFIM FOR USE Wj H suite T e3 � r rt TrJta[R: B�oE OeEE , HV RAW0 ARp F,E'R' - '- 'C Es;,: - b." ea&3 "ri+�ttor afro MpEK ;WALfftEf3`FOR USE HV 80 M t "' a <oss ._ u�r-t4T. >ta�. ".. �+:q"'� �" �.. ,�.. x,�,i �.,�:- <, q �"� �r - co-,,,P� _• .. YV L t k t HYFftL6 f�' I v �t HL�EILING; HEADER QlT1+L i'EE;CI'Ft1f?�115E 1"+{ f{V-9ka41.C'�QP.�i/;:. Y3SN18.(FFM,MP.F,<� kiv aLAer.r1, Ll sEE xELT1ON5 tQN vnu6 a�i a �2uAu£r s n s FOR' Et a!1" 1d HD-WAi.L'l EAlaEtdjSlli, sa53-ty cuter}. AAD T6H ER UAUFiFD dTtY q 7JSE "$a , _IaPEit EDAM 1'ONLY � r.�,x r�tt Y trt i � aa>at�waer a. Er, . rt r2 1 z , ,. ;wa , � tii •¢- is unr ija L IJ a i m z QV�11>E1R:UsE kj"+a� da#ihlUt ANGLE r, �� urxalsaa1>so �`+ CO� R P05TS AuRilnM F usE v u saen Q }.5E +vj wv, .13LA DE -1 LAIC"`. 5 I. r .. ;J1 9 +3.13Y � a^6i-•fti'.at-[i5Y t.MD',.. hiPEfi., _. � V FLORID BURNG` L{{ ar .Huuic+ri : Zone . . fl liltJi a2C2o-7)E.TCa3 ��. ®2osa':"et5lrtiN M67b1.5UPFLY'+ttC �O2.,rr MARV . �G Ef r 1 : ��ss ww is F zt .a �+� aCx tr ranorm+arl Csw"uiK M{eriCatiSFt1f488T'8s# t"' �tvN A.teecntsoar<�rrn3u�ir�o txnt Sr oha.Ea£utr�t ts tterxrurm SetY�Sutse m�� ._ T1UT5 �G GpAY" v E4 AeocFaton,: . Inc z 7 �7/?fas nr 1 , 20 x -? STAIEQ Pnona;iq }nrr-!ssa l�+ tos$az1 issr 4288'WDairoa79sI3rrde a {Cy} .4,yC 14��'t� �` -mc$s-tptecauc+.ran < 77� Nest PaEm°Such.FL'3d97 vm ANA t ATORE/ I i)RAWIFI __. -.. i '�w " � yam`_""":` T 1"o� � a .4 ` � t �'�� �»or�s� �v.`s •� � gt:. °' siren °` ,�I�y � a a+�m.{ tee x di tiY" CENTERk�Q1 E. Adis. s"1 C �`¢ .d. �w VfalRESS. -21 IFTED',FtiFt USE'SYf HV 8L(DE 1 do P LY qy 4 ' _3oz _,_ _ �gi75 a OUALSFlE[T' OR.USE 1Y/ tQUADFIED FOR USE W/ HV ':`6CE3 T6 ALiAYAH4'7EMPkR .QUALlFIE❑ FOR,USE-W/HV BLADE tit�& 1. ONLY , 6D63'-TS ALLOY'AND TEMPER r �Y CDQ $E W HV BU4DE 4 n O?FL'f0` , s6,":,,; UVI LiFiCII U / 18- 2;s7a AND TEMPER :,r $Q6 p 4-S O*AFTER,RIVETRt0 fti r �` ti i sr s h, a N N1£DRE mvEP?C: s a M �/rL"0i 20 RIVNUT* t r r r + n ^3a.THUfw{BG`R ��' u"` uct .tict THINIf i�``i ,3ft[E*f ".fP.n"k#xt A 4aLit r4'4 „naita.u:;<ex£n xr FwcL ,».wrb^ - -£H, Y@"%�HRTF,S�'PPENY:t&N J:f4ET iYfara Cni CW4L. ata ENE tLek�Twr " " y6s LOCK C " ALT RNATI E LOCK LOCEtFt F0#`"T" L�TGEC CENT�_p OUALIFlED FOR USE W/ HV BLADE 1 ONLY ���ay HV FEMALE'"f" LOCK. CENY�RitATI LAY T' t�C' , - --�--- ".�� R 6063-T6 ALLOY AND TEMPER (1UAtlFIEU;FOR 1JrE F W/ HV ;OUAUFIEFk•;FDR U5.',Stl,!hY B!AD£. 1 0Ni.Y OUAL(lrl9 7 FOP`USE W/ HV BLADE(1 aPII Y. /H J BLABEv}J OtiLY. UAU };G cY. O -T6 ALCOV,iLNO.;TEMPER 606S-;Tfi ALLOY AND TEMPE " a " 4YLCYT7E4i,.OR . t ". ,, min,::. s C 0 FCG' CENTERMATE fAl{ LDWOLMD S OVALIFiED FOR, USE tiy/,>iV Ct L1FfED CgFt.GSE Ydp SLAM I � s" t s Gt A7'a-ta T 6T 4[J_ -a: T+t1t48iG'R!4 •6063 OR'ALL D"TEnip,^eR ¢ t ecaa..t,nxasc+,�«a z -- f w '. arty i 7 .#ass' CA.StT+ER:. W."Ytia Fo .115E Tkf w`;GLADEO,.. / 4 , 1 4" �--2# AISI04 es aErr.- z� r�oRF+sE toes smRtEss' ctr.La - Es063 T'6.Aa£�.(tY`AND 7EFaPLR 1.,w's", 7s:wA�-=,A. E . ;,.�. .. ,.. _RIES'�.5 Tiit!(�T85GREW� " ' Ets i'bK,v.�E kt�tA sL,A,DEt�y� gJL A'rRrir ^ics F CEP- a 7fi ' DLE -: .,. UMBSCEWS ,. , oFER., >tE�rr':_.... :• t}AllhED-FAR use Wf}N BLADE auauFSEc'Farr use r/HV L ain k "„...». Rom IiC(LNG.;f?O L�ar�.NLgiy.._Yr�ac,�y. H rri crne Zone:; ENSTEW"UK: --------------- WT h 2D20�T#TELO,dtL°, �� o>. 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T4 52�10 0 8 Q' s 9.5 14- t2 10 9 `8 i II 1 8 1.8 ----• " . . 1 MINIML'S!FOR WAus WITH NO smeo. 54 t2 V. : T5,55 33 t fa 12 1p€9 8 B- @ 5. 14(72 10,('9 :-8 7 554 <`- U Tom"OE Bsu/QA ' fl1. 5.5 14� 12 tto i 4 8 8�t 4.5 .>.� 9A.3)IN CASE 1TST PRECAs^F STON£PREYAC("bJNti^REFE PAHELw PAVERS OR ANY VEN£IIi BE FOUF10 ON THE FJCF$riNG Wf1L DR'F1ODR,' I 74 t2 8 7 i f4 tt2 S0' ff' II B3:-•i3S tt 72 ,to P�)O.SE 5 5:3 :` .' - ANOl1D.a$$HA31 BE lOG`C EHC41Gtt TO RFACH IF1E NPffi1 SfRUC1URE kfl•&lNO S,IfD WALL:FBkSHLS.'ANCNORbEn£SHALS.BE AS'LNDSJlTE51 OtE.14: 12( �s iT341<-'. .':li I12 t to 6 t n 0< B.4S 14 12 10 t.a`n:5'C'45 .75 NOTES A.1)11 A2)ASOM FOR OWAUATONS ON VXA,S�HG OR,OFS YM OR WITHOUT METAL Snos CONSULT THIS ENCINEER.MR t4 12 95'171 BS 14.5T 14 12' 1p'a 9 B, 73 F-5.♦ i4 12 iD 9 tl 9 @9 }3 INSTALLWTiON C�TO EIFS WITH METAL STUDS.SEE'SHEET 20. i i4 '12 t0 9 8' B N 0 i-. ti t2 1Q 4(@ Q'n. 5 14 12�10 fl.�'8 55f$ CS t4 i1z_ 1D's 74 s5 } 1k 1P1z tQ'Rs(T st 4. 3 1a 12 a 6s",as 4 I I= (B) To Ex*TTNc CONCRETE,ERcm.(mm C-Iw) ' 14 i.12}i0�1 8...(B. G t t4+12 f0 1 9(B'tt.6 ..5 .75 14.. 12 10 s5 t$'WIt 5 4�? --:1/4'b TAPCON OR TAPCON WITH ADVANCED'TiiRFADFOFSl rECHN010CY ANCHORS,AS MANUFACRURED�BY I.T;W:BUtLam 14 12-1 B iB.S 5S 3 14 t2 1 0#8 1L5 4.5 3.5 74 12 10 a q3 9 139i�''3 - 1/4'0 x 3/4'ALL POINTS SCUD-SEi'ANCHORS,AS DISTRIBUTED BY ALL POM SCREW,BOLT to SPECIALTY L^OUFPANY. 14 12 10 9 II 6 ! !4 0.�10'!9!8 7 5. 4 74 12 10 B'}7b 38 4 E 3 - 1/4'0 BLUE TAP CONCREM ANCHORS W/CAP AS MANUFACTURED fff FIORWA FASTENERS DIRECT,INC. r_... t4 L12 14 .8 63 4 t St t2 f D 7$ 5,f4.513.5 tS-.10.5 7 ..S py 4.'S� - - 1/4 0 TAPPERR+ L� NUFACIURED BY DIEWt1T,INC.,AND M-.Tfi [RED eY AIL PO?Ni5 SCF:LZ7.804T st SPECIALTY COMPANY OR ANY 14 12 10 re.:5 7 4 t - SA I f•1 2, i4 7S 3 y�T 4 - t4 12 9 X�t73 x ER AUTHORIZED VENDOR REGISTERED WITH T}NE.AMEPoGV4 SFIUFIE'R SYSTEMS ASSOCt47FON,BiC.. 1 711 7 15.8 45 14 12: t019 14, 72 B T€ 4$1 - - -O I4 112 15 t 9 '8 65 I 4 Y2 0 F 9 8 -'4 /4' 12 t0 9€' i5 - NOTES.- �., w-- tt 0:1)'61"YUM EMBEDWENT WO:CONCRETE BEAA'2t OF TA.POUN,BISIE TAP W/CAP A14010RS AND TAPP ER+ANCHORS IS 1'1/4°AND TX-CON 14 '12 65 75.5, a is 142 $ •55 5.n 4" 3 72S 95 6 ' YILTH ADVANCED THRF"ORM TECiOMLOGY ANCH'OP5 9S-t'. IT�12:196 75 8: 13 t9.5l65 S iS.3 i 1 12('fD. II 5.5(4_ 14 12 j B 651 S. a .� B.2)MINIMUM EMBE304r OF 1/4'®x 3/4'ALL PGINts SOLID-SET ANCHORS SIW.L BE ENTIRELY EMBEDOEO INTO THE CONCRETE ACM.NO 9:_D u u Ifo�9 e i 14 Ltz to a rs 1145 r4 a &S T TSS T E1cBmvarzr 94rD s:ucm uu BE PERL@rtm.1/4.9-zD S.S MAdSENE SCREW LASED SFEa1E BE 1 1/2- - lOtlO'M'40MUM SHOULD STUCCO 14 t,7.5,75j1 6 {4 t _.T4 t1 •73.0 9 t3.5 1 11 i B SS l44(35 ESu;T.AN0 1'MOJIMIIM(Y.Yi WALES WTM NO STUCCO. 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