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HomeMy WebLinkAboutProduct Approval .Bc[5 31oma f tog;iri.:_Uaer lt¢gistrahoit i MatTop cs � Su6mit$vccharge'�� Stats a-rvcts � PuhlfcatEans, ('~ContactUs,�,�8C75 5ita Map j Links-' Sear I FF rid ._ I: Product APProvsl:• File%Covy <;�, USER:NiblicUser. - _ - _ P A'nblal ManU's P rodnCt o*-Ar,ht,Cati2n�4arr,R.�"jjppttCataon List�APPlipaden DnCio11.+'. REVIEWED FOR FL# F1389'R10 AppiicatianType: Revision ®®� C®hiiPL LANCE Code Version 202Q lH1�/r. Le p�T�/ Appllwtion Status:_ Approve S'�® CIE emsO+ /UN 1 Z a... ®VV C mments Arc hived Frnduct:ManufacWr;&, Ameacan Shutter 5ysteins.Associatian;`Inc: res§%i?hone/Emali' �1268'.VUestrdads Dribs West;l?alm Beach;FL 33407 0,61Y2,09=B263=', bfeeiey@easternmeta lcom- i Authorizeii Signature.,;' Bill Feeley Irodrigiez@eastei•nmetal.i_om_- 'i"echnica(�Repiesentative"• _ Addr®ss/Phone/Email; �Qual+ty Asstirancer:ReprssQntat+ye. ': ':Address/phone%Email; Caf egory 56utwr-S. .,Subcate9?rY.°' Accordion compliance Method, Evaivation,Report from:a=Florida RegStered>Architect or.a1icensed Florida Professional Engineer. Evaluation Report-Hatdpdpy,Received Florida Engineer de Architect Name.i h developed the!=..Waiter.'A: T+lAi -jr PE" Evaluation-Report:; ' >Flanda 1 Icerise PE44167 Quai+ty,Assttrence'Ent+ty' . sNat+onal.kc'reditatton and;Manage'ent,Iristitute- Quality Assurance Contract'Expiretion Dat® 12/31/20Z1 :Va1idatetl By, . John'Henry Kainpmann 3r Validation EhecklisE-Hardcopy lkt z ved, certificate of indejiendenc®. lk,389 'R10 COI COI ASSA BLAQEI .a" 'F 03 R10`•C01•COI ASS e AQ 2.odf 1089'-R10 COI:Ci7I'A SA B All adf Referenced Standard and:Year(of Standard):. Standard v YP.alt ASTP+1'E=1886 2612' ASTM=E=1996' 2012 ASTM E=330 2002' TAS 201;202-20,3`'.: 1994 Equivalence af:Pr`oduct Standards:: Certified:By Sections,fr9m'the,Cd4e f � product Approval:Method°`: Method.3 6pti0n.0 Date Submitted; 10%15/Z020 Date Validated` .. ..._ .. .. i1(U6%2ii20s Date Pending FBCiApproval';. 11/06/2020; Date_'Approveil` - 12J15%20Z0'; Summa ofPraducts FL#' Model,Number:arliante Descriptiart 389.1: Bertha:HV Accordion Shutter Blade Extruded aluminum interiocking blades:retained by tracks.{top 3 {Noit=hVHZ); Dryvg 2r1,-165. arid`botCom}for storm protection: Limits':;of use: Instaliaiiati Instruction§ Approved for use in HVIiZ Ni3. FL389 Rx0 3I'DRWING ASSA BLADE3.p4f . Approved for use outside HVHZ:Yas Verified Byr:American Test.Lab of South Florida;;Inc. Impact Resistant:,Ves Created.,by:Independent Third:Party:.Yes Design_Pressure:N/A" Evaluation:Reports. other:Large Missile Level"D".Max.span is.]2' T"for.:40 psf'. F1369 P,10 AE-PER ASSA._BLADE3.qd positive ASD load and 13'-W for 35:psf,negative ASb(bad the,: Created by;Independent:Thlyd+party;Yes; '.HV3:blade w/o wi6d6w'bl6de,5'-2"-for 120psf ASW64d for HV3 blade w/a window:blade and 8:-11 P6r..62 psf,9'.41',for . 1 55 psf,HV3 blade iw/window blade w'or'king in unison M x spar! 11 .6r 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 she4.5 for other:spans and:'ASD;" ,pressures! 389 2 Bertha MV Accordion Shutter Blade Z Extruded aluminum interlocking:biades retairied,by tracks{top Only {Non HVHZ)=Drwg40 164 and bottom}fqr storm protection ;; L�mits..of Use'. Installation Instructions i -Approved for use in HVHZ No FL385.KID it QRWjk (BSA W.A05 I& Approved for yse outside HVN2:Yes:, Veri,fled By:American lest Lab-of South Florida,.Inc. Impact Resistant Yes Created by3ndependent Third Party Yes " Oesign.Pressure N/A Evaluatwn-Reports Others:Large missile level" D Max.Span is:16 0 for 30 p.s;f Fh'89 R10 AE PER ASSA BLADE!p negative ASD load depending•an i:entermates and lacking!rod Created by Independent Third Party-Yes, configuration for the HV1,blade,W-0 for+64, 72 p.s f A S.D: Toad for HV blade:far Keystone mountings 7'=0' p SJ.for!metals stud mountings and'8'-0"for110 ps f forHVIA working in:. urnson.'see""sheets 7, 11 and 20,respectively:of installation " drawings for other spans"and pressures :389 3 Bertha HV Accordion Shutter Extruded alurtiinum mtetiackmg•blades retained by tracks{top. COMBO-;(Non HVHZ) Drwq Z0 63: and bottom)for storm protection. Limits'of use Insfallatian:Instructions Approved for use in kvif Nal., Fi:389 A10,11 DRW A A B ,oD i Approved For use outside HVHZt Yes= Verified By:American,Tesk Lab of South.Flonda',Inc: Impact Resistant,Yes Created by Independeni' hird Party Yes: i 'Design Pressure N)A; Evaluation Reports, ' 0there`Large missile Max: 16'0"span at 30A5D load FL389` f{i0-AE PER;AAA-BL4DE1 2: fo;t3lade 1 and`18 0"for Blade 2 :See schedules onsheet42,. Createcf by Independent Third Party,Yes 25 end`28 re§pectively ,Contatt Us-'i-Z6Ut Bla}r StorieRtiad`7allAhasseqFt_32399 ption¢.'BSD•4d7-182A. ,r6e Siate'of Fiodda is-a"W,EE0 erripieyer,�ppy, ®ht 2007'<023 State 4F FlondA ,:prtiVacy Stat¢ment: Accessibi(icY Statem¢nt::Refuni7�StAYamRn[ Under Florida lacy ettio61 addrflsse's are public i4cords 7f:gou da 66't c your t•matt address reteas¢C in response to a ubbrtecords n2quest,do not send electronicD rnall t8 tt is=antity..lnstead,"toa[ad'the o(fice by ph' '' by traditions!mail.3fycu have any.q;restions;pieitse ranffi.K 856:4w.vgs. -pursuant to section 455:27 (lj, *fkrida Statutes,effective odbiwa;2612,bcensees licensed underchapter.4Ss,'F5,mustprciVid92he Departrnent.with in!!nail address if they have one,The--.emoiis i p�vided may bd used'forpfficial cbmrsiunicati¢n with t#le'.bcenseHwHovrBever&iiail addresses are publk'rewrd:,If you do.not'r+ish,to sGprily a personal address,please provida the Depart nlentw,i,ih an erns!!�addrass'whlch.Ean be made avaitabie o the.puDtid'Tob¢t¢rmin`e 7f you�ar+sa.tic ansea under chapter 455,F.S:,.please"Nick here �GProituctApprovditAccaPts: .. ._ .. ,.. r'edit curl ll 1 II�I�I UI INN I�i GENERAL. NOTES• 1.BERTHA H.V.ACCORDION SHUTTER SISTEM SFOWN ON THIS PRODUCT E'VALI knoN.DOCUMENT (P.ED.)HA4 SEEN VEAMED,FOR.COLPLUWCE INACCORDANCE WITH THE 2020.(7ttt'LTMpN)OF'THE FLORIDA - BUILCING CODE.TUG ACCOROt I SHUM SYSTEM$HAIL.NOT BE 11MALLED AT HIGH VELOCITY HUFQRICN.tE ZCHES. ..-.... .. .. ... -.. . . DESIGN WIND LOADS SHALL BE DETM4NED AS PER SECTION IS20 OF THE ABOVE LUMC44FD CODE.FOR..A BASIC WIND SPEED REQUIRED BY THE JURISDICTION MERE SHUTTER WILL TQB!»E�.OF CONTENTS ETS BE INSTALLED WITH A OIRECTIONAUTY FACTOR Kd-+0.88.LASING ASM 7-T8 AND SHALL HOT E%CMD'THE MA%iMtN,(AST.}.DESK;H PRESSURE RADNGS INDICATED;` - ON SHE 11 TIM 15, 19&20. - IN ORDER TO VERIFY THE ABOVE CONOFIDDK ULnWATE Of5tG7t WEND LOADS IDETERNMED PER ASIDE 7-10 SHALL BE FIRST.REDUCED T0.AS.D:DFSIGN'W7NO t17 ADS� Ada 1: HV BLADES(D ac"� [fT M;1LTYr't.YttdO:THEM Sr 0.8 IN'ORDER To COMPARE 7tiE5E YR/MN(.-(A.S.D)DESIGN PRESSURE RATINGS RIDICATO,ON SHEETS I THRU 1S. 10&20. GENERAL NOTES SHEET 1 - IN ORDER TO YckIrEVERY THAT COMPONENTS AND ANCHORSD-1.6 ON THIS"D O:,AS TESTED.WERE N07 OVER STRESSED.A 33 A fAIORFl 3t ALLOWABLE STRESS FOR W1N0,LOADS WAS.j�j USED IN THEIR. SYSTEM COMPONENTS 1-20 .SHEET 2 . ANAI.YSS:NOY2WER,A W'ND DURATION FACTOR C0-1.60 WAS USED FOR VERIFICATION OF F/STENERS�IN WOOD. ... . BERTHA KV;ACCORDION SIWRER SnTEM'S ADEQUACY FOR WIND AND LARGE MIS=IMPACT LOAD HAS BEEN VET6FIED IN ACCORDANCE.WITH.SECTION 1M1.2 OF THE`ASME MENTIONED CODE AS PER SYSTEM COMPONENTS 21-37' SHEET 3 ATL DORM. TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 y j,� .TYPICAL WINDOW BLADE&WINDOW DETAIL. -HV © #0214.01-03,da7laai-Da#t004.0T-as:/1i1a,D1 Ds,pDa1i.D2-06;yv8QLD1-1Q AND/0210.01-.11:AS PER TAS-201,TAS-202 AM TAS-203 PROTOCOLS AND ASTM E-1886 AREA 2: W BLADE(b AND W WINDOW BLADE 1(�A AND E-1996 3TANOAJRDS(M69LE 1041:0,VEND ZONES 1';.2.&'3)&012=01-10 AS•PER In 201,203.R 203 PROTOCOLS'LARGE MISSRE, " " . .. . . 4WHERE APPLECAMJ -HV'HIttOOW.BLADE: C500.01-O0;AS PER ASTTd E-1886 AND E-1998(Mi3>EtE LEVEL.0,LRitS3 ZONES i,2,3).BAS[G PROTECTION"ONLY AID S 0725.01-.88-A5 ER AS 202 PROTOCOL TYPICAL 5FFljiFER EEEVATION&NOTES ON LOCKS SHEET 5 2.HV DE.BLA Qi FfV WIN DOW NDOW ERODE 8ARE LTtGit$EEREO'10 WORK Jd.VttISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INFACA7E0 ON SHEET 19 INSTAL.AT10N DETALS A-F. CONCRETE/BLACK SHEET 6"INSTALLATION DETAILS G-M,.CONCREV.BLOCK SHEET 7' 3.BERIIbk H.V.ACCORDION PINS(HV SCREWS),USED AT BIAOFS KNUCKLE AND FOR DIRECT MOUNT CONNECTION T0.TRACKS SHALL BE Q 14.2.75'AND 014.1.75'RESPECDVELY,410-HT MINIMUM SERIES CENTERMATE OETAAS HV SHEET"8 STAINLESS STEEL SCREWS WBH 13&0 Imi YIELD STRENGTH AND 180 Lai TENSILE STRENGTH.PINS SHALL DE COATED WITH BERTHA HV DACROSHIELD WATINO SYSTEM,AS MANUFACTURED BY APPROVED CEEITERMATE ALTERNATING DETAILS HV SHEET 9 COATING APPLICATORS,RERSIERED WITH AMERICAN.SHUTTER SFSTCMS ASSOCIATION.PINS WAT;BEAR THE HV k"NG ON THEIR'.HEAD. 4. END CONNECTION DETAILS 1,-6,CONCRETE/BLOCK SHEET 10 ALL AtL6@N(AA EIiTRUStONS SHALL 8c ALUMINUM ASSOCIATION ALLOY AWL TEWE R AS INDICATED ON SHEETS 2 AID 3,MWWUM YIELD STRENGTH FOR:60G3-Tti•�IS.30.0:W AND 35:7 ksi FOR D CO MAXIMUM SPAN TABLES SHEETSHEET1.7 60 R5-T$ALLOY.ALL ALUkOdALUMINUME%TRI.SIONS CONTACT Kyl}1 5SfM1 1AR MATE.RWS SHAYl COMPLY WT.IN SECTION DI-6 OF THE:W15 ALUMINUM DESGN.'LANIOL_ .,..... . .. .. ANCHOR SCHEDULE-CONCRETE.&BLOCK' SHEET 12 3.`ALL SIXV&TU Ud 5IANdL6YI STkGL:D4 ON S16 AM SERIES OR CORROMON REWANT COATED CARBON HEEL AS PER DIN'S"ii;WITH 50 k-I MIN.YIDO«�i'TtORM AND 90 k.I MIN.TENSILE STRENGTH:, ` .ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 13 AND ROLL COMPLY W/RORIDA BUILDINO:CODE SECTION 241l3.3.4. • 8.BOLTS i0 07.ASTM A-3 CALVAhTZED STEEL,OR AISt 304'OR 310:SF78E$STAINLESS STEEL WITH MO 35 ksd MMUM YIELD STRENGTH. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 14 ANCHOR SCHEDULE-VMD SHEET'15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:LTV BLADE ):_12,13.14;15 AND 20 MSTALLA710N DETAILS M=R.WOOD 9i[FT 16 HV BLADE Q,&(•} WORKING;IN UNISON: 12. 13:EI 15, OSfALIATION DETAILS:S-1f,.WOOD SHEET 17 E.THIS BERTHA H.Y.ACCORDION SHUTTER SYSTEM::BEARS A U.S.PATENT 0'779,582.COMPONEMS OF'THm APPROVAL ARE COVERED,,IN WHOLE"OR IN PART Or U.S. PATENT,J5'458;179 ISSUED TO.EASIERN. END COMVs'CTtON:DETAFL5 7-12 &%; WOOD SHEET 18 `. METAL SUPPLY,.-, � -_ _ AREA g HV 4VINQ04�t�blLLRf ts1A°ONLY 0.ITSHii(L TFIE'RIiSPONSNHEL(1Y.0P THEI CONTRACTOR TO.Y£Rx1^f THEI SOUNDNESS OF;THE"STREIDT4,'RL'YtdtERG 5H11TTER f5•TO.lO:ATTACEdk`D.,TD Q+EtlRk::PROPER ANt5i0RAGECQF{TRACTOR 70..$ZAL.fCALYJi . ALL.SILTED COMPONEM ED0E5 K'iY,CH'DINARS.TdtRU PASTENQIS Ltd CON71NUOtiS C04TAGT WITH 11E';6E11LDWG 1D PREVENT'WIN AN.IN7Rd N TYDICAi..StlMt'Tgt'EIFVATKIN: ID.EACH UNIT'MUST BEAR PFRL"EENT LABEL IN A ftKE PUCE WITH WARNLVG NOTE OUTyfNG PER€OOS QE HUfFitFCAMdE WAR, HOMC..9%*R,IEFLLH'f OR OTHERS, MUST PROPERLY CWSC Ad1:.fdY MQ NO` CENTERNATES AND E7IGAGE OR LOCK ALL WAHO H0 LOq(5.: _ - .- :AREg+W.'titl'WINDO**-AT}E'(j 71.SHUTTER.LAt.LFAC7IIRER'S LABEL SHALL BE LOCATED ON A READILY VVM LOCATION AT ACCORDION SNUTFER`14'ACCOHRS,WCE 1VTFH:SEC110N 1709.9.3.'OFTLORIDA-BUILOWO CODE:ON�:LAOEI STALL.BE INSTALLATION DETAL_ METAL SVD'WAliS': .:SHEER 20.: PLACED FOR EVERY OPENING LABELING.TO;COMPLY WITH SECTION 17W.9..2 OF THE FLORkYA BUILOMO COME.. ,12.BERTHA HV.ACCORDION SHURER SYS1EMCS tNSTALIATMJN SHALL CCIRdPiY VMN SPECa.!MRitt'JlYC171*1;1F8$t3RAY(lNG PLIA ANY�U%L11HG.l�Q`IikdO$(s Ei`E,iT,UlAT10.`!5 PROVIDED Bf THE.h/R tfC97CIi YtHEr+E RERMR.IS.APPLIED'TO. - -.. _. .. 13. (n)THIS P.E.D.PREPARED:BIY THIS EliQtttEETt IS GENT VC ANO DOES ttOT PROFATJE O F'DiRYATi4'Y SPE#.tTTC PRa1501i d¢ WTIERH<,:T$tE,SI .CONpfI0PJ5'D£AATE FROM TRFC (E)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION:PURCHASE AND INSTALLATION;WLVVNG LIFE SAFETY OF,TAILS:1=RODiiOT C?%CD;Otd TTBS P E_.b:,PROVIDED HE/SHE 06E9 *jtz DhATE`FROM THE.CONVIn"DETAILED'ON TWS DOUMEFIL.CONSTRUCTION S*ETY AT'SITE IS THE CONTRACTOR'S RLSPOtdSIBm, , THIS:,DRAWING SNAIL ONLY BE USER TO OBTAIN PERMffS (N,THE STATE 0' ,FLORIDA, (c)THE'P.ED:WILL BE CONSTDcREO.kIVAl10 ff'ALTERED:BY AV`I MEANS. '. � -� .. r .. .... " (d)SITE SPECIPIC,PROJECTS:SHALL BE PfTF.PA D BY A FLORIDA."RECIStERED ENGIN OR,ARCHItE:T::WITCH WILL;OI;CCME THE'Ef4 NE13t"OP 0�(LO.R.).FOR THE PROJFC.'it`4 L£1d0!1NiLL'HE� ... .. .... RESPONSIBLE FOR THE PROPER!>SE OF THE P.E.O:ERGWEER OF RECORD.ACTING A5 Jt'.DELEOATED ENDIN£ER 1D THE P.ED.ENCIR SHltL SU-L TO THIS LATTER THE SATE'SPECS DAA m;GIrrom . REV.N. .. ... - - .., (e}0RGWAL P,LD,.SHALE.BEAR THE DATE AND:ORSGNAL SIN:MO SCNA'TLIVE OF THE d?RQFFS's"'07'1M:,LHRtdEER..tIF,RE.CORD'.TWgT PRfi?AREi1(j�;, .. ' FL4RiaA h {�e(oc1Ly„�MrFFxoTte,_�ore _. . BUIlD�IG'Cb!}E t�(Iy)ii '^S� A �2tl20 TAtEGO„/NC. l�2OZ��Q"'��EAkjSf�ye`fjyN�'yM,E�tAL StOa�PLgYr+�tC `4"`�Mt�F;... / ''�i�� LTAGf O 4 AA {7 ttt T �ICEN ! , Acc r on Sh1 .utter System !L. t3 TPdlC. 0 di No.441 7 s t4rneFidiari ShL Qr 5ystolm"a'' }!V Btlt(dE�i W/CR jo H YdN7CN�g E .00 --�--- TYLL3'F TE5nNG &ING1PdEERING COMPANY �3��� - � - 3 yE; r AsadcidHon•')Ao t OLD'17-107 , wt Orr WTI eY F N k+s5^*-,im{e.sf sY -VB,V=W AKENS.FLORIDA nFo - /2/4OZT lvlNitF'i_ 7/ 2020 -C•:. 4 dY:�."s;•V Pn--,(Ya5)t!7('15.A Ftlx (JOS)071-1537 '}�� Ela1d UO(1ff F)Ptvi' Z a 9 F7ATE F R,.E t acOaN cro n DRAY7INC.Ntt CCR(L iYest."POi Tt EeOCi,:FL 334(17; 3 fA fCl l � WEFIjSICRATUREY!DR1iE'.. FeoR�A tx."t•+iA7 s. i SHEET b. - 1y�. 2n I18�aa33'ssStAR1ER. COvERt7 UNUtN us F'AIEN(. sassing UNrVERUL FOAM; QUALIFIED FOR USE Ya/HV•°.8tAI3E ` .4 QUALIFIED OR:USE W/ ' HV 'WINDdW 'GLACE* _ 0007 B kLLUv.kraQ:TEiPes (7iHV DIRECT FXOUNT NV,@tAOE(ij . . LUAU FOR U`6 'W/ HV 6 ,11CY AND TEMPER °5 rdItATICNS Ofi tJSE,QF 81AAE,@:O .EET i3 _ L6 a17 TEMP 424 �� -. Fi O53-T5 k ' fG:.FL4QY 1- � "'•-_�3 225 5053 m; t. 1 &(2 o G x .v 7' HV ADJ AR"W/LIP q .VA p Q. I APTE I� z e a73 QUAunEG FOR use:W/Nv 8 HV W l a VERN CK Jz0 s IkV•:ADJ -FL�¢R TRACK eos#-7suor roo iEaper, w�kltrt a oR.u.ETRAety' ICY TRENCH TRACK CUAl'.R.D t'CtR,USE W...HV ... _ g•-AGE .QCXJFIE- FOR USE.W/ l. - Sa0' AttQY eiT. .7EMFER' g CALT;. _ tRDE� t� HV RAtNGUARD ".tiRi Tiv.SL p,ER .. '7 VatE5: .., - .Ii: -- 6063-6•, OY ah70;TEMPER ° -:Qtlt k.�f}EEk-'FCR.:! WI }I,1 7 t ate +rah„ 81 LaE S K. 7 9tY •- llui Y3R;E3 5-L& f5_/i tlaER .. - � .�.:.-e$«<®.t �`""�""p�"� �� tl9.7 1 �7 ( !(l . E"C"`U 19..+aut C"✓:---;—w`} am^� •`"D'wu.:uw.p &».,..„r` ? - 4'°'�m - mE •!* T` '`' n `C r t ae0 ' Lx �o s ao I s Zak d At,t NV CEILIN V t3 HEADER t HV`°HEAbERISILL, c f 3 Hb CEiL!6G HEAgt R Lk IE17 rdR,.USE bl NY'BtfDE�vi. t7UkiFIFa,FD U9fxt4 Ni:E3tADE t oN�Y r . ! 60G3-TBAlA.QY/•nriorEMaEi •ouaurFDF7 :u5>rtvt,'Hv.etxu ' t� Hd•'1yALI:� F4E.4DER`!3(LL ' ,SEE SECTIONS FOR VAL)DrTY StF SEC1f0NS FOR", 4UAEirirD FO ;USE W/ Hv. 506E T6 A LO ANG TEMPER',' BLAAE.,I,OnLY." y" LQ3�X 61[i.v ROL 4 � - f � � 'O°tf43' A 8 := Tf I M (I_p SIDE-fN FS _ , 5s1 F MAX,(o tea o:fso } CORAlER POSTS. d&uF7ED.FpR usk W/:h`v ALUMI UM ANGLES ti { TIED rnR use wt ++v CUAt€r W F�USE WI A! . m 'f31AS"{,},1 CN4 .. "- ;a-.-.• E Y: . .. " 6053-CT-At[;UY,.49iT-'IEI•t!'lR; Iaf Si O.,J4'Y' BDE3--T6%./d.L`JY ANA;TEMPiP .. . ..._.._.. . ... .. .... .- .._ .r .. .. �I4UCpG6StE°. fie �.. . �.��l.�M�(i.�QE{Ho�:ffighRCIOcit ZO s.2020. rfic0i!Rr. .. .2ot0 EaSiERN MEAL�tf$FiN tN0 ,�. . NA at .. ifLI .�a� On- fir. Ada:441 7 - '�.. '� 0B xv AeLne� lOR ht�v.�+roarm t •,. _ Amerlcan Shutter TIEUT TES;ING &:ENCINtERiNG COMPANY` As 1 II Y�� r.,_�Iw Dsssaw mn aMa Dnawd a ut o STATE b - c�wx iam.t M.561 MUAU CWWM.FUMU ax+` she a an«'Inc. o1n i7=7a1 r/a/road 3/2ozo prf'tSGl o;o (s0d>G7r ±sw rc (Ds;aF,_xss7 a2G8'VJesfrpcds Orry i : ) D F . aa:tlR .e aNm z OR WING 40 1dRtR •a t wi-rmcaYrn West Po€m Beam, FL 3407 a %�cr�1r,-•'...: UGC '' ,,,,.....-.... W XR.A,-PLuT,fn D.E. 1 ��'��/ty,�hi�t. c+70'�'$kIiLJS1GNt1lUPiEf3Aff� rtnara�7�.B..tsiar m.G.. .... -` f 2Q 9 64 . ............... iir-xa'sl �I o�rss 6 �TD a �wwe an's'd i I Q a ua # � ,�a ii ' ash o� �°Yaumic wncx 7 g' Z+ UF0WCWKDM m •' r,.,. 1FtEA FOR 13SE:W/H r BIAUE t 4c 4 LY, 2 ' x*'` s f1 , t� HY GEHT'ERiAA1'Et va � ' . 6C83-T.¢AILd'1 XN0f . . ... : @3 . *F�7EH O : 3 ..... Y US , v" R. I ` . 6063 T6 A LOY'AND TEMPER BLADE` - ONLY. Hii G,�(.}FICD 'USE W/HV'BCADEt! Q?IOlt - 3b .60SE 5 ALLOY AND TEMPERG itEa(t TO 2 ?a vt P P r �� afio R kVETN o "� °Bj 1�4`'�- K 3 s FORE r6�Et! g .. :' 1: E ,•s f €_ u }T: f/ ro!"20 RIMUT*c i n { AJim f=ii xw S,wwv,wxt TwN a .::.•� x fp 3 rs Muar _MH ,FR0:47 ktEUfiHIY :. e� ;: ,. b n t .L!EZRRY N phR9[PPEFIY hLW.�EteSft'07M4� U4. 3�"I _ f'4UAL LOCK£R Ffi(-'"7".LdGIC. EC HTER►� QUALIFIED FOR USE W/ HV BLAJX 1 6NLY, (0:HV`I EIIALE �T LOGK..�CENTE•R►/dT�r�_HN�� T LU��_,� @�W',ALUFWATNE LOCK �," 6663-T6 ALLOY AND:TEMPER 4UhL+FIFO FOR IJSE _ Q_ilAUFIED FOR USE W.•HV R QUALIFIED::P'OPAS.:W/ }}y R{ADF 1�DN1.Y QUhLfFi[T fOR TjyE W/ Hv BIAOE ONiY K. p Fr- 8043 'W.ALLOC pND Tt:MPER „ 90 Tt ALLOY A,ND TEMPS, �ONES* 1 f. 1 Ah t .UFn3 't,I - r a 1 425 Nmx. ^DUAL}FSEi3 FOR USE;'Wf HV ,'r sCL�3 TC,i.VA.Wr-ts..ac�:s�sC2 aMtN iBLi=-iEaij„t A.••�} QUAIS}'Ct6E3b TS USE W HVaAfQl 4AfOR 63 66F6'dLLDrW>PtOHtENEPa kE f i m€ ul T'r ti: „ cyukALR, , • ' �tx�1:tF}eD FOR�:FS:. 1� tdv•aLAt7E;": _. 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'; °1. t o R�e '� f + ( - LNG•N3a'kUN�.itk;. n< .C6 5 f( © 4V BLADE to HY LONG RECESSED NYLON BUSHING KettaeE ! s j ...._® - (,rfp} .I a N-'�+i i ibQ 3@a5' Yea `r-7JK C/ I Q5 HV SHORi RECESSED NYLON BUSHING ,. HV-NYLON PAT WASHER:' _ �iFt1R I iS I O(T sib N ® HV WHEEL CARRIAGC,AISI:302-303 SERIES q -0,870"x3/1.e THICK,NYLON WHEEL: T ;1 ' r •";; 2 7Je1`.Snn:f "`.,�,�frI FV, iX{ O:186 0 PISI 302 SERIES S S. RIVETS �ARATION'! � I ,-- MADE ® HV t 3/4 ACCORDION PIN W/ j8 HERO EXTERIOR,,I { �` oaemncs 3 s TF+ ....._. .: -..... ® HV•2 3/4"AACCORJION PIN.:W/ #8 HEAD I ® ,POLYCARBONATE IMPACT RESISTANT..PV.WINDOW'. ;I { € ; ...'3.. i Ith ! BE-WEE P N i TYPICAL it�l ¢W B ..AND. _.... - �} YCARE3f3NATE HV__W!!V1)(3W ETA(L NoTp pzcvllz�Hct:t } Ct)OR (9 I .aMPPS RE5 srP{t r r rrI ow I 12'uu+,c Cc BAa rRccoN 4510= PCL k3 sn{i . Y c A t xWi0`�R .......Otoulki__. . . .. ..... O BLAD 8 G { N¢ S i ..f{�...Y..y... T E TT MBIC� $4 a I I ! SScE NOTE RK �kf EC 19� H V riJ FALL ALWAYS 8E USED AT ALL,EX FR1O _. {q SOTTOW KNUCKLES'.OF HV. AC<ClipiOhl SYSTEM..W ' HV ?r'n ,q = D"(GAR.ECSkATG UR FQ C; 4 HV. BLAbE, TYF�i A S j j R k NO Y` AD} (2j HV P:N MAY 6E USED iN IJEU OF (D AND ODEL��St Y 8 k� u.ommra +Krw i EXTERIOR 6070tA KNUCKLES Of HV ACCORUIOti.:SYS% W 1�Y>��t' ens2 BUwEs xNv vlr Fr u f <rC 6IC7[ �'F'4R�' 9 ¢.eE�mrY- +hrr nab- aarz mT�f rcr t:€ejae BLA..DE WHEN CORRESPONDING 7O. INSTALL 4 l0^1 "I7' Sf EEt 7 bes-aa 4 $ t cMr1�R a a r 3j iiO N .. „ i � aec: kFV RN . ( � SHALL BE USEG. FOR DIRECT MOUNT INSTALLATION PER i�iL � w': �" �. ,r" a f urtgii.', SHEET n+uu x sty cmn u � lI.. �aitRlAGEw pETttiL ' :' '�' ease r�rar+ a-,a rzwa i8aa c; ez_.R utx .. :, -_ :; :. ,i�3�. -.," ,.,-.,. ';�.`'.. �.r x�ro um+. •- ' .a4u m tra;,. mxs.�::., g�:,F' S, EE (��) (�){ ��j {j nC TSP'xf SIkLS4$EPjYIp;WCb`/'F i fiY'L ffi3:. 91:6T D?4's a�T�R 'i7Y 'G14F4 [. 3SiJ IIIJ.i.tX' If'fE .f Y i INDO Y7..a1'T< � :....6JG •;' _ w._. �ARltlAElUflllG.GOI (!€ t':�Iyltiuc.ty ' uicicdaZuite raQ nrrca n . a c�, �% Accord' Sh' tt-r Sy tem �.. 1 . E � >� I�# IE1 N�c xY , ►8ki7E 3dK.: 67 SHUer„Systems w a' �wu -zcTE Elli J::TES�INQ Ik�LNGINEM)IO COURANv it "A s3a5 rTr,sew st aw anL wane cvu�s «urca 35 A rleGtr IGt14R FIR e'. ¢mac 7f7/oto (1{Yi 57l-tssG. iA<T�XSiFvI ;~.Yf' z. A1� �97+-iC7 �fi2rr"A7 s ATf E F 4 Ft 'tV tG.Nil � FI. 33307 s�: �y�t y�++/ �VY 'SH Fl.T ., ,,{�yxLr5 r.�5'Al ITt,IaATLft ,CIn1f s.: 'OF:20': N HY LOW AK ERIER 'Eit" �_ _• p �SiSRLL BE t S`lED iI'1(2.Of Si WI'E:R-:$F*,FQR AhY SrI "L� 41'3.0T 9s aNf tfY OCfE_ x 1 ' ...... . :... .. 1•_. t- ... 1. EL15*Tft1 E LL'h`f{ ar MIIT,BBE".USED AS,AN,kf'iL'E.tNt t}UIWE�1.0"',i4TTRL'HEQ tt3k. •.`. . C?ITERi IAT�W/{'2} 1 4 20"x'_t/2"LQlSG Fi AT NFNS.S C.4.5=C f}C'.ATLN!Or t OCyC.Sd#A14 .AC QI�t7Fh Y tlTTEi? 1- - - 51♦ &LLYATtaN . 50, FO fe+TT^"iSRM.,UP TO'Iwo HV !A[KS _ OR. 4iAY 8E t;SED AS AN INSIDE R.GUTSIDE LOCK COtJNECTIOM.OF IIICKS T9 CENTEP.UNES MiALL ^ KS f UCCATiON L BEAS ICRTM,ON TYE'tCRL'SNUTJEft::ELEVAT16N: ,. .. . Commm BE,AS i. II I, .. 2.t5 LiSED M'JTkY[S N V LIk F 5Te C(H K€NG:R0 ARE NOT Rep, AT lip"c POSITION,MT.MAY { .. d.i 3,aii jo i0cnS4� t j _.• $` 8E USEIY,af•.OE51RE iYi.'ENHAPkCE 5kG`iTER PER 6 idCE L6CtUNv.itOt%'f OR API`ALTfi?fyi7tvE GEVICE ALSO'BE UkO AT:5TACKINC PD5tTIOW(NON P!URRfCANE,FOStTiON}. 'F i � i � v ` � i IItI � i "€ 4,' ONF.F+V LCCK KC�!r'+�SHALL BE S1StA AT'CbRNER CE'NTiRMATTS . v I _ ,_ E � I '�' AT TOP"&[30TT6N 5tl+tl 6E USECT.LOCAIi(Ni OF l.D{tt�SFiFI.I•BE'AS WtKCATEQ aN TYPICAL 511U1•iER-ELEVRTI6N.. � I ! (NQc -� �� � t p � .� I. [ ' 4Gi.,OMUtd SFiUiYF7(:5F'AN.SHALL BC 1}ET�Mi?IED AS 6N`R:SCk(EDL[tES.SHOWN:ON..SH�-ET 12;:. . I 4 5 Q�-�„��::�a4B,ALTEf€NAl'E.FN�LDCA<.2�R4tY BE' ��INskTEkt OF NY'tOC%, ..or. FOR APCY SPRY AfID tNaeRLLRT'KY'{ AT'.AKr'CLCVAT4N.:_&TCRTi4TC`.LOCif 1/hY Q{U"SL'D A3 id1' JDTOf'OR OUfSlDE LOCK,,ATTACWMEIFI' . {i r• or i !.a-2br3 i.`S.S. TP@T ascom TO 6 I OR C61TERF44TES SHaIL BE MADE.'&.1 4�d-ZQx_ 4 ALUM itllr7M,15 5lNWT'(`f5N.S5CTKIN ttY4 SHEET.8. ONE LOCK S)V41 EF USED AT i�2 DF S7iLtMEN %,wk AT i/3 D UTTER 5P, LOCKS'` F SA AN fi FdANT1ATTNN Ca#OititsN j�}QYettfttc'1( iSrtrxt M87 IY7tc»t5; ONE HVur: w'�.-SkiALL T3E i �;' I' i !� E i I 1 �, !� USED AT•T%S OI Stftlf jETd 5PATi fOK ANY-SPAN OR.j2''ABOVE OR auxw'I tZ'QF 5HTlTTEH...;SPNi f'OA.ST'APtS Uf? ' I l: _ i _v it?88 AND,FCR:INSTAII.4TIi}NS.AF A171'�ELEVRTIOPP PiY�Lth:K. or:: ar .!dAti BE USED"AS AN tNSlgE'Oft . - ., :. __ .'..%+.,:r'T:. - OU SIO�LOCK,AT'ThCtIED TD _ar` SY1dd61ETRICfx:CEtt1FRMA7E.4':W/'(Z}_if4"-2�7 x 1/2;`.CUTdG YTA7'NEAA.S'& SEE END— il,5. LOGAtOtd,O LOCw°sL+l.ix[iEAS tNaCATEO aN TYPC3d ShUiTr«R:ELE'IAWZ..'k QF"Lf 1CIN�f204w'd :COrifNE^OON y .T 4.',:. OR i( TOP AND ADT106T 15 CQMF{,E7'EiY td,UiRATLfRY OETAI.,ON SHEEN 34 a is fYP•rau t *NOTES ON'IfV "T`r LOC CAS .4W GENIE ATES: P i ... ,.. -..:_.... ._._� O CEkTERh4lATE ONE ALTERNATE HV Y•LOCK i4SY.BE pY 1lEU Of F1V LOCKS. OR FOR ANY SPAN AND STALLATION AT AW,ELEVA71Ik!„ALT NAT[I.O�..ft 'tARY-!3E USED•AS ATt,IPdSEDE. ft OU I'.!E LOCK A(TAfi1MCM' DF LOCK INCLUDES USIW.,RELNTORClN0,LOCKV�,J7 ,:AS 5H0Y•N tON SECTION-HWj SHEET::9 YTNtCt4•!AL'BT BE 1d w; \ a :- CONNECTED TO CENTM*A ES aN0 4pj:1!4 l-26 < t f 2 !O v6 SS 7H6EADF�i ttT wj 7/!P 7 3/3Z' _... ,�-� : YANGNUT OR W/ S/4i+ 2IIxV S:Std S. VM A)/R'ax:$/B VNUT:;_LOCK MAY`.EE.6P75iA1.t£f3 AT MIDSPAN OA AZ" ? - 7'w,8 7 U81..� MAXIMVM ABOVE.AHO:BCLfflY iNfDS.tPfl..USE OF tYfO LOCKfNb RODS F_s TOP'AcF10'OiOM LS"MANQATORY';," (aliCs)-O 0_ (5).n ?� 6k., AGKS wGENTERMATES -o il k ONI;ALt'ER4ATE ND LOCK, MAYBE USED IN,LFEU OF TYPICAL t 1 HV BLADE SHUTTER. ELEVATION W LOCKS. QR;,4'T R AW SPM AND,+srauAna+S Army ET�wT<�� ALTTswa�Ta LQsaz.p�t�Y QE usEQ AN INS&OR OUTSIDE TACK'ATTADKAEENj�'OF HD•LDCK. TO t5�1Y/3�B t.3/9 r.W 5.:5.M.& ANb?iNCLvDEs. RONFORCEIIENT IN AS•S+Lik ON.T EtGB=t�f10 HDo^tivC.sH�) ib. wCK,W,BE jw.,;k 4T. . MkOSPA.N OR 12":A. .Nail AlIm"u, 0i(D"D RO05•@ IS COMP(ETET.Y.OPP wd_.:... �LORfQA:BUIII�tfG_CODE �1on. 'qn eforifp:Hurricane Zone'' tl tl! 42aZd Tx.*tGY..tNc. N:: I +�xo20.oasrFru uETAt uPP�Y 1 ; a rd 'On Shutter S stem ecru �.� T r� Ate. it v: .d/ T/o tiv.va _. ,. 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Nast E Q a .��_ Pe m 3e ch,'FL 3341}7 �V,,,'016 Et �`c xn Dull a+ta� s 64 rrtidgddNF 1 t SF.AI_/51GNATURE/GAT[_ ,.-. - a 3. .. ...�. SHE Fr 20 164MULE dot• $CHEDl10E Y2. S+rHEDULE.d3'. _. ttAk1MUA4 SPA ,ER 5PAN" 'L dR:'L atAxIMUM vilfifl�R NS li"'' t oAM1I*"Lr A4imum SHUTTE72 S (ft.). FOR INSTAL LhTI0N5 A'f 16 012.`L " {ft.),FOR (ft.) INSr aTION F,FMD .'�.: LE_MERMAMS 3 °r• f IhSTALLATIt3N5 W/ R lN5TALt�TiONS •- ___._7 L rw TTNG W/ ONE ft V LACK �:'or•��or or .�.N ��. �-'�����, �K � � & WOOD (tom)L+:WUTrsI(IM ALLOWABLE 5PAJ•i FOR A GIVEN t E$tj CONCRETE HD-LOCK N/'M LOC:KiNG.RODS ar � ONE H' LOC1t � at f��� WI ONE:WV LOCKS I A4ANSORY - - - POSITIVE ALLOWABLE SPAN F PRESSURE..GIVEN NEGATIVE.L ("EtV'4'ER'.G3TE5 rSc®,yV/ 0�[E HY''T �t`/'NO;;LOC9 G RID" � �t tYf PDQ-LO�IGthi�:, WALL rl B, G D. E: M. N, 0, P,. 0, 'A.S:O. DESIGN PRESSURE RATING.. LOCY•(�WjPXfl L^CktttC RGd; ?JT it (SEE NOTES t::jj Oa�S. MOUNTING F K,& L P. 6GT10M.&SEE"'NOTES ,?te, -.. . - . ... ... -(VAua '71 G 10.. FLOOR/CEILING CEILI —..__— (2)PROCEDURE TO OETE"fNE MAXIMUM SPAN FOR . Cafn:RE'I •&iY000 etStAt.l sTiort,' CatiCRL'1E:.8 Wow. �il -CONCREU, FL MOUNTINCNG G H I. T, U, W & X'. WALL MOUNTINGS'(TOP/Bt71TOMI OR f'EOOR/CEll3t•7G: A-wi or. :. "' ,t3a 'tNSTALIATiORS & M ..__ _. GIVEN A POS[TNE A-S.D. DESIGN PRESSURE NAnNG. i J PP� . BALL M-_vN fG naos/CELeas °[. WALL fylUrrtwC- .tTgtyxC DETERMINE- 11104 _ ttr"JttR'i(i SumtW - & PATH ii.WR/tERrnG ummmn fW4 'mi'b FlOtit./LtrillrG FFOUP+'PhC. (s..t.7 tit .. ... I' N A NEGATI E A5.0 DESIGN FROM SCHEDULE. o4AP.tiG: t�m+_1 14'xJPJ(in - DEIf3W€NE MAXIMUM SPAN,"1, MOM SCHEDULE. -'� '- V MAXIMUM SHUTTER.SPAN "L+'OR •L-"FOR t t l.- :!,. IAl ( t tkT _ i I L 1�.. 3a OR LE INSTALLATIONS.INTO WOOD SHALL BE UNTIED 7O FtNAL Mn7tiM`7e 4LLOWA(iLE-Sf=:Sa IS,.E'OUAL TO Ttir, 'P' t 105 paf.,AS.D. DESIGN PRESSURE RATING. MININ dt.DETERMINED SPAN BETWEEN''LY'AND as t4 to € t� fa 35 is 2: ( Ta 40 13 tQ !3 1lY 14 2 I f. a 4013 1tl t t3 to 4a ' 14 2 s t 2 - ... .. ..- 3 P U OR ,�„ c .... t )PROCEDURE ,O eETENM€F!E'MASfiM M SPAN ' 43 33 t 13 i ,3 4 j I4 3. 4J 13 t 13 1 45 t3 4` 14 3 FN CORNER CENTEF2MATE ga MAY 9E USED AT AL BNAtTONS IN BETWEEN lYA1 MOVfiTVdCS t COA4 SD t2 $- 1 2 5 12 9 t iy ? 50 72 u t i< 5 ' Sa 12 ] t I3 1 MOUNTING'INSTALLATIONS, LOCKING SPEC19CA':IONS W/FLOOR/CEILING MOUNTINGS: 5a , I! f0'€1i iD 'i2 T '_ 12-•11 .._._ 5S i1 ft 1.Ii ttl"� °.�.-.� t f� Ii S.f SHALL BE AS INDICATED ON MANDATORY CONDITION #2 t FOR A GIVEN POSITNE A.S.D.OEStCt•1 PRESSURE frTJ t t d } 11 a t P t2 a NOTE�`5,SHEET 5. W�. 65: itl 1a'� to 0� .11 t t.-ft 65• w.1G fC i IO 70 ttt G € tD C tff 9 t c 70 10 6 € tG G ~I 70i $ OMAX,SPAR FOR WALL MOUNTING INSTALLATIONS, qg t - Lz+- MAX SPAN FOR FLOOR CEIUNC,MOUNTING 7 :. l4' T is 9 t0^a j.#i 7*J )b t €....,ttt t '3'..:: _ $ 'y^`' " t EXCEPT THAT MAXIMUM SHUTTER SPAN'L+"OR !N51+W1CHCMK',. &6 9 iF" 9 iQ 1Q O iQ q AND MAX ,.. ... . Bttw,ya 3 itl 9 70 .. "L_ ....]MUM AS.O,.DESINC PRESSURE RATING FOR S5 9 9 I T 8 g 0 iD' S S g G 1T g 6 INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK R4TRItG:GfW EGATNE A5, .DESIGN PRESSURE . 90 g-3 .:. g 3. 9 8 I f0," 1 -` Q0 g 3...:�9 'i.` BE LIMITED AS FOLLOWS: Dc'TERMNFE•.•*7 fI D StU41 Z 19-10- - 95- - g 0 T. g g - :t- CONNECTIONS TO KEYSTONE MOUNTING LI-a MAX. SPAN FOR WALL MOUNTING iNsTAA0.taus. :LIMITED TO-+G4,-72 a.f, AND-•9'-O' SPAN,SEE fD0 !3 B !. 8 a P' L2-.^ MAX.SPAfl FOR t1COR/C]Dl.JkC MOUNTING ->q- - -- '� I~'7 IT". `„MOUNTING®.ON SHEET INSTALLAVONS, 1� ,:. ' .. _. F(NAL MAXIMUM AB ALLOW t.E SPAN.IS EQUAL TO THE t t' 8 2' 7 S FS a C' ffi -- 74 : B 2 a_••„„7 3 M'JfY7AG'M DETi7EL4.'Lt+ ,'Lt''.,AND LL"La•••` gg[[ Sw E RATION. TQ >GIASS SG ,EpULI : tas 7 ,x 6 e s a 5 t24 to ! .. - ' ALO AB FAN RNG f�ATW AS. U QEMM ' (t 130 7 S 9 5 -. PRmuFF Row,TO 0E'ERU'ftE 4!.}WUM A{tCHOR� 135 7 7 F G 2 7 g 7 g ta5 7 7 6-z WIND ZONE SAOLNG;. MINIMUM taD r a s , 7 t 7 s _ taq s t, QSTM E-1998 SEPARATION GLASS..:;, :. 7 4 -..7..0 ISO - t 1 THRU 3 I 15 105 6 TO _Ii 4 1 ?-Q 6 4 W 1t3 fi to 5 1 4 t/ .. 4�1 t 185' G 5 f 4 6 G 7" 5' d tes 6 9' a 8 �f./� H V B LA Df E 18O B s a 5 - 6 6' -S G ', ISO - t. 11Y3 B 2 4 q $ t $ • PLh] G 2 a 7 206 s? t '" 4 �•-.�.$ ,5=t, ,•,�806,._,. G t -'4 11..., _- ._ tfCORE�A Bt(�..UING.CODE �n•Nigh'�r�;tfseit ;6�uFricfftisw Zane Y Ii I t II i7 02 T6CO . .. 'Y i 2o'EA IZZpk uErAl,'SUPPLY; Ir{C. ..: ma Tn INC_.. ._Q BERTHA "Vn. �E s Ac diou hu c S ,stem -1 t - A Arrtertcan SFTu"er Sysfeals. N4 arsmnlul, WE &mh ar,uLw7: .m _ TtLLIT TESTING& E"RGGMM£R(NG COMPANY t '6 N1C.''J6ff fil„41 65. lhi 74.C+FDFNS,FtDRIdV lSifi AESOeiatf6(tr Int- OLD,t7-W rP2/ &ftC 7/2-2D20 STD Yd OF (IC:Sf571-i"wTD Far (3175)g71-1537 476a Yd°�104,15.!�11VG. 2 .. - /.fl FCV a-moll:.tdt ud_m wes'. Palm 81CI&I;.FG 33407 I DRAtiffNG T.to YYJ•TLR A Ta'JJ1 Jr.P.E- 4aLd� SIGNATURE DATE FgORVX Vc #4410� g SHEET l / j s 1 Of'20 MAXIMLOA NCf{OR-* _ MSr�dMO F MR A M1 ' MAY SH ER SPAN, A.SD_DESIGN.:NEGATNE PRESSURE R Dj �A CORRESPONDING VO INT,N. IYPF FOR CON"RETF 0.4 GO)aC:EIF ANCHORS SPACING LEGEND 1lOOl1Fm`SS 1 FIGURED CONCRETE ,$az A 0,1.a M+0 cv. 0; POURED CONCRETE CONCRETE:BLOCK .. PCON OR u y�WALL HEADER MOUtma qAi YlAtl.1!Fq DER U"NG ®WALL HE4D13C MGUNRVC �D WALL SILL In1MINC D WALL SiCI, tRaTIN,. tJD:� WALL HEADER/SI;L i TAPCONAWRH ADVANCED am �_____ - W W/ A MOUNTING j THREADFORH TECHNOLOGY 01) ASP_REM RRTW PRQMM Wm It<I.T.R Yila"f pigtc RliV6 _ ..,-FCEEN WrAm, �`"4.pF#.',iger ^HGL4i 71CNIVE PBESSL9tE MTD4i kSD Di51Rl 1FGQ6£FAIS'9rdF;'I4111N2 fiT ASD. EW11 MUNE RImm FL (jd .... y,.. _ __. --IF ».,._. So 40 60 75 90 tz9�11Ta Ttfg .)a •40 40(76 H0 i.0T14A,Tag s9,a01 0€75 00)120t sai266 act 40 S 1I75 so 1T0 tg0205 30 4o ero 74 90 3 as�211s 3o a0 so 7s T B ALL POINTS SOLID-SET I U I I 1z0 t 2175 _-_ 74 12 10 9 d d 8 E- •I41 Z $ D I E 77 6 3'-0° Id�12 10 B e e 8 0 to 1R 1101 R R Q`tl $ 14 VW 14',B. at-'' R b., ,a t{ IT t10 D e e 8 8 ti t1(10 D 8 $ B d g(e�B 1 B -B a B $ TAPPER+ R 1S}i2 i0 B 8 $i Q t S i4 12 I t0 f B 8 g y B (S N E 1ag 2 10' 9 1 0 8(1 ti IT t0 B B 1..-8 6 ,�] 1a 12 10 B _R!R ...._.,� _ ......__.. t ..........__ 14 112 10 9 B 8 B�f0 14 12-T 10�0 0 D 0 0 N�PZ i0 p B F B�0 0 14 12�10 D�'"e�'("a"i s 14 12 10 19 B }B 16 11- 'E e B D 8� 0�0 7S 14 i 12 10 19 0 0 1 0 4 14 12 1 10 0 1 8 3 E 0 B 14 12,10€ 4•-0` ti 4: M 12 10 H E$ B' 6 B 14 12 f0 I/!!$1 B H i t t4((12 10 B E S 55; 14 1T t0 j'6 B 8,B B 0}B 8 8 B B 8 Q 16 j t2 10 9 r d (0 4.5 - 74 t2T0 1 4 0 t 8�.0 9 1<�12 16 1 9 i'0 71}10 B 6 b�--i•- 14 12 10 D t$' 9 B€ $ B' 6.._.......B. $`6.5�•S' 1 .. .. _... ........ l4 112 10 1) B e R 6 a- 14 }2 t0 4 tl `Q.i 6 0 t{.12110 0 1-I E tl B-t 1 14T 11 t 10 D B 0 1_ 1 i!'Pi2 i 10 B 71-1$ f 1 B 0 6- B 1 B �E 7 14 12 1 e 1 H i 0 0 t4 1T 1D;D B 1 D 0 JS 1t.12,•10 H 10 3 7S12 t 10 6 7A'f A5 5•-0 1{l f2!10,9 0 B {.5 i4 12..10 9 d 0 jjJS 14 tl2 19 �1 i 8 0 10� 14 11.}10 D a 7 _1-7- 7 14;12 1.6 €_ e d B _B B.t 0 8..8, * SEE ANCHOR 1f 112 1Ct. .`...8 E03E03 1a 121 70-B E $ 'asj 1312 iC D D 0 8 "S fit2�f0fi 8 �3 14 12 1D B E T g $" 8 6 'g r S 1'4 SPECIFICATIONS it 172 m a B e t a to 1Z it0 4 a 6 a SS 13 t f210 G..3-,6 8-6t�0 i u=72 m B ;8 - - u;12ta� S E' 75 f B B; 0 i 6 E B'7s ssi. 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BERTHA HVr. 7TI rK�, Accordion Shutter System _ s 39s NF AV%A x p w/OR w Kv.wtNfm MAM No-�S t , :stuns T!t L1T TESTING Lc ENGINEERING COMPANY' American Shutter S r a opscHa-la1 0A1r Qpla tx_ u.a STATE roti.:tnn 5t st X3 .�xcea.i ftq.n.;ai67„,7t1ei 'Ii�s[1CtaiiCR� Inc. ? OLD t7-r07 .J2^2 WfC: 7 2J2020 P1¢nB (1a5y$11-tsa r Ra5;D71wtssl A268 tYaatreods Dewc ?. 9 F mmu`t i x do-m g DRAW1,v" No. pF ftM P01rn Pack, FL 33407 s', �- ILUT i 20-164 '�'''O4r kid'.-I AI h nst n j' 4`ti7 a r�++rt l�?. `� 1!/S GNATLIRE/DAiE 5HEEf' t2'OF 20 *SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUaSTRATES (SEE WL WY.5 E O.&H ON SHEETS 6 A 7) L ANCHORS TO SUBSTRATE%%ALL SC AS FOLLOWS: POURED COHMMfA/O9NCEM OM POURED OONCIM RAJ TO EQST4YG P0IAQET3 CONCRETE (win.1'9�3 k�) (k)WALL SILL MOUNTING @CDUNG MOUNTING @ FL00R mrUNTING - - 1/4'0 TAPCON OR TAPCON WITH ADVANCED THRE16FORM TECHNOLOGY ANCHORS.AS MANUFACTURED BY LT.W.SUILM. (MIr1,fe m a ft) ZPAN Ahttgffi SPACINQ LEGEND - 1/4'0 x 3/4-ALL POINTS SCLO-SET ANCHORS,AS DSTRMUrED Brr ALL POINTS SCREW,BOLT&SPECIALTY COMPANY,(WI,Pc w 3 kN) (R) of9av r!v+axE .rA1vc ksc ces _ .,dvPic _._.. oEse+ItrA_'c ■u'151 - 1/4'0 BLUUE 7AY CONCRETE AHGiORS W1 CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC.(Ifi,f'D- 2 1®) 'SO b 60 75 9D 1201160)206 M'4U.j as 7S{sO�pu Il1NU�205 30 40 BO :5 66 J T (T841R5 TAPCtltf RR2 _ t/4'0 TOTTERY ANCHORS AS t1kNtUNtCNlTEO BY pETYRLT,'f{4G..AND ALTIR1Eft7i£D BY All POPlt3 SCREW,913'J h SFEC.411Y C6tkPrVRt'OR MT1' TAPCOF+1 WITH ADVANCED 72 10 s. 9 a L T T e 14 t2 t0. "T47aAOFORM IYC VANCED' OTHER APPROVED UCENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOeATWH,We,(Wn,t'c w 3 W) fl T4 12 TO 9 i e D 1 d#Itz 12 10 d L DS d a "�Aly PONTS SOLID-SET NOTES: OR li tY 1a 9 }8 d;6 6; t4 T2 70�. 4 d 8 A`"t 8 1s� /2 t0 'BLU TAP W/CAP A:1)Mmmw EMBEDMfhT INTO POURED CONCRETE OF TAPCON OR TAP[XJHT WITH ADVANCED TRRFADFORM TECHNOLOGY ANCHORS AND TAPPER+T4 t4 ID- a !e'6a D T 14 L1f.tp e 1 a (a t ti a 1i t2 10 s'YD A. C a ANCHORS I$ t 3 4,AND FOR BLUE TAP W 1♦ 17 10 9 8 7 153 19 t♦8/Z f0 9 !D a t 0 6 14 12 10 0. 8 t a f A TAPPERt / /CAP ANCHORS,<5 1 1/2-. li 12 to s�e B 0 1■'t4 7J 1 D D Ef�f 6 7�B 14 12 10 D d D B.S:S A2)MiW1AUM EM3EDt�M OF 1 4 A x 3 4 ALL POiNS SOLO-SET ANCHORS SeW1. 7/8'DTFO T}ff POURED CO!1CfZr7E.Cq EMBEDHEM 14 12 iD 9 B a D 4� t♦t Z Stl 9 0 8 ((Et 4.5 14 12 10 1_e_ O.;11 T i t S3 /� /• 14 12 t0 9 D f Fy.1i3 t4 TTZ`:tC U D 9 4 fi S.S 14 i 12:f0 i 9 D 'e e.tab INTO STVCCO SHVLL BE PERMITTED. t/4'P-20 S-S,fd/�CHlPtE SCREW USED SHALL RE i 1/2'TONG MINt1dUM 5ti017LD STUCCO QOS,AID 14 12 10 9 7.5 55 33 1♦}T2 10 4 d d It B 5 14€12 IO i D I a 7 SS i •`�E`U Of US[IOi 1"NaOMIW FOR VGU,13 YI[TTt NO S'Ti/CCO. 11 12 f 0 B _e'a 1 D }9 M t 2 SDI 4 1 S B B 5 5 T4 12 10(Q S it 15 0 14.5 T t O S' 0 ' 6 A3)IN CASE THAT PRECAST STONE. PRECIS!OQNeRET£PANELS,PAVERS OR ANY VENLER BE FOUND ON T14C EVSTINO WALL OR FLOOR, ti, tZ, f0 9 8 E 7 I...! i �,,,,_ ti(72 ED-d II t B HBS 3S ti t2 10 _B .G.8t 8 'd6>J' ANCHORS SHALL BE LONG ENOUGH TO REACH THE WaDi STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SMALL BE AS 1NDfCATED ON TY" 12110 9 a-!Z4,aW -- N t t2-'f0- vra B d��s i4 tz�D�.D e B ,4 L,T",79 NOTES A-0&A2)AFILNE.FOR INSTALLAT10N5 ON WM,SONG OR EIFS WITH OR V071100T METAL STUDS CONSULT TEES ENITHEER.-OR 1♦ 12 9.5 75 63 I45} 1+ 12 TO p_9 B 75 %S ♦ 14 12 ID 6),d s ♦.5'33 INSMULATION INTO EIFS WITH METAL SUDS SEE SHEET 20. w-I .t♦112.10E 9 B a TBj 14112 DT-Y"T6 0 d• 5 V1_21 5 $.5t1 12 io;9 73 rfa R 3. _ 14 j 72 1 10 D.S(7 DNS 4 3 ES�fi.S 4 3 = (B) TO EXISTING CONCRETE BLCI:V:CCASTM C-OC) j .75 B5 e! 1 4 - -1/4'!TAPCON OR TAPCON WITH ADVANCED riWF1DFORM TECHNOLOGY ANCHORS.AS MANUFACTURED BY LT,W.BUHOE1t. 12 10 9 S /{,5 SId 12 a 9555 3 !12 8S 4.5 359 1 7 5 3 3 - 1/4'0 x 3/4'AL POURS SCA20-SET ANCHORS,IS OSTRSUFEO BY ALL POptTS SCRElY,BOOT p SPE(2ALTY COMPANY. 7•-D9e I 1f0 9 (6 7 5 4 q(73 155 4 (3 - 1/4'0 BLUE TN'CONCRETE ANCHORS W,/CAP AS MANUFACTURED ErY FIOK+tTA FASTGNER DIRECT•IHC. 4Y8 63 4 4i 72(6 75 D 15 3.B 9.5.tS SS. - - 1/4'0 TAPPER+ANCHORS AS 1AAMlFACTURED BY DIEVALT,INC,.AND DISTRIBUTED BY Ali PO:NF SCREW, BUT&SPECIALTY COMPANY O7 ANY li t2 ji#ADS 7 f - 2k 2 p• D)7 � -�4-- 7 e75 i 4 OTiRFR APPROVED TA;E7RST,..7' OR AUTHORIZED 4ENCOR REGISTERED WT111 11RE.AMETOGW STRUTTER SYSTEMS ASSOClA7tON.INC. 1 17 7 It +5 }-� 1t 22 !0€9 55+ l4 12 9 T 45 -' a..ID 11 t12 10 9 B DST t 24 Y7 pTmIt O _t ..t4 12 10 ■ RSS 1KE�. NOTES: le 12 aS 7 5.5 ] t4 F42 1YT6.1 3S 1 4 3 25 95 B 5 4 3 _t:.' B.i)MDN:TiUnl EA!BEDUENT INTO OEFNCRE7L E3LUC5t OF 1APi'04,BLUE TAP W/TAP ANE2101Ci AND TAPPEP4,0"OR4 6 1 t/4"AND 1XPVW III T - .-{-. .. _.. _ { sue YITTH ADVANCED THFF"CIRM TECHNOLOGY ANCHORS IS 1'. .. to.12 195 75 6 L F4 117 1aS B A51 D 14 12 9 B B5 4 [- t3 e s as!5 J s 1a 1z:t 1D D Rs{1 1 14 12 6.2)MINIMUM EMBEDMENT OF 1/4'a x 3/4'AIL,POtW"S SOLID-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE COMPETE M.00IC NO 72110 9 a 14 t2�€20 4 7.5 t/.s 14 i2 a5 7 55{a FJMME11r INTO STUCCO SKAIL BE PERMRTEO. f/4'4-20 S.S.WCF@NE SO"USED SFNLL BE I 1/2'Lam M90HUM SHOULD STUCCO la i1.5 75 BM 4 j _ i< 4F `7 53}4 D.t{5a4 11 to 53 43 14 12 d 63 4.5 - - 14 1 F2�BA 7 i"14 )-i Ia 110.5 7...).9.5 0 45 a-1- COST.AND 1'MplRitJ11 FOR WALLS WtTi NO S'IVCC0. it3 83 53f ♦ - 114 1 12 9 e 4.5( 14 t11 7 Sl45 35 { .�.. )''''I 93)N CASE THAT PRECAST STONE.PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE 0(STNC WALL OR FLOOR. 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