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HomeMy WebLinkAboutProduct Approval y BCT5}lame `.Lap sn .ilsarrRegisuaaon 1 N3t 1aPics. SubmiC S icJierge Scats 6 Fads "Puoticatron5 Contact us BCIS 51te NkP i Unks , Smirch } d'b y 0 ! 7 � Product Approtr�l L l d l �` U5Efi ?u61ic User - , � REVIEWED FOR , ,iCt Aaarovaf tABnU s.,�6dlutt:&Aonli<atltm.5AML4>` gc1PGaEttsn!s't,a Applic tio4 6-016A ODE COMPLIANCE Revision, , ST. LUCIE C®1J6�1TY Revision� Carle Version 202r . ®®C Gi;` on',Status.. prove. . -Comments .Archn+eiil, rul %bi "ACT C13.rodud Mahufactijrer.: ;AmericanShutter;systems:Asspc n RddlesslFhane/Erftail 4268 4Vestroads Dnve Vest`Pa1tn,Beach,FI 33407. (561)206182s3. bFeeley@eastei nmetal:cgin_ k,A�(thonxed Signature ''°f3tU I:eetey 1Yodt rgiczzeastiErr]Cnetal.com : Pip" kepresegtattve. Address/Phony/Err;a3(; _ Quality Assurance.Representative SAddress%Rhone/piia(� }. Category Shutbies SubcategoryP': Accordion Compliance Method; Evaluatian,Report from a.Elorida LtegistereO;ArchitecGor a Ucented Florida.. , Professiopai Engineer Evaluation'.Rgport--HardcopJCReceived� ',�ond`a;Engineer:tir Arch'stect 1Vame.ivho:developed the.Walter A 7ilht;)r;P.E.. ivaluation Reporf;;. . aFivnda license' '_.. ,. PE 4�416? ,ftuaiity AssuranceEntity - National Accredition and ManagehientInstitu ., t uailty Assurance Contract:Exptratic oDate �2/3VJ 021 'Validated`fly � John-Henry Karrpmann Jr;' l valldation=Checklist °;Hardcopy'Received.. Certificate aF independence pi uq 'RiD COI'>COT AS A BL�[1 1 odf-;: p 38p.R10.COI' QL AS A BLA El 2>odf'• F 38a R]0 DT QbI:ASSA IsApE3.odf: iteferenced Standard and Year(of,5tandard) ' Standard Vest ri ASTM.E,1$$6': 201Z+ AsTt1 E 1996' 201z- ASTM-E 330,'•.. 2D02. TAS 2011,202,203' 1g94: Equivaier3ce of tsrodtict Standards P. Certified;By Sectionsfram ttte Cade, P c(da'Approvallketbod;._ Method,f Option Y7' ...bate Submitted, AWIS/2020,, Date Walidated' 11/06/z020 Date Pending i BC Approval`;• %11/06/1020. Date Approved 12/15J2020' Susnma of Products: Ft� ... ._ Model,^{�ymlar: r dame., DesCr�ption 389 1' 43erthe,HW Accordion-Shutter Blade= Extruded:aiumm inu (ntertocking blades retained by.tradts,{top , 3-{Non=FiWHZ)'=i rwg.20=165 and. *6m)16r storm protection Lrmits of Use Instaliaition In tructians Approved PT use m HVHZ No FL3t39 R10 IIDRt�tTNG A55A BLADE3:pdf , ;¢ppraved for use outside HVFiZ•Y+tis Verified By Amartcan T;st Lab of-Sauth.Eionda;Inc. Impact Resistant Ye . Great$d<hy,Independen1.t"ThErd:Party Yes. �:.. ;,Pesigr>._,pessur N/A Evaluation iteparts = :Other.,hargeaMissile Levet D".Mawspan is•.12 3".for40-psf Find R10`A pER A 'SA BLAE3. `positive fiSD toad:and'13'-t} for 35<psf:negative AS©:load:khe Creat`vd by.Independeo-,Thlfd Party Yes, HV3<bldde W/O Window-blade 5 2 :for'110 04 ASDd for : HV3;b(a e, w/o wifidow blade and 8'=f i"'for.62 psfr 9 r11"for �65 psf€HV3 blade;"wJwEndoiv blade taorktng,in,unrsona•]axspai�> lilt WV3 blade w/a wlndotv:hfade fbr jnstal(ations ilko�.#.tai :::Stud ttiails is 79"%for max�ASD:pre�§ure retitle of+72 72-and 84"foi.+64 64 psf-See sheet S_for.other spans and,ASD 4Ne..ssuees rtha HV-Accordion Shutter Blade. Extruded aluminum Ente lod.rfig''lades retained by.tractts Onty,(Non HVHZ)=Dnvg 2 i64 anil;bpttom)for storm proteW Lrmits of Use'. Instai,lation rtsiru+ctions£ l�pproyedfor,ysein"HVHZ.No .:• `�.f3191Ta�3N ASSA:O ADE1: :Approved&e use outside IIVHZ Yes Verifled Sy Ainencah',Testlab of South Flonda,Inc<. I<mpacY Resistant Yes Created by-Tndependd,en 7hird.t>arty"Xes `�Design'Pressuce N/A. -` Evaivatian-Reports_' ` .` 'Other:large rv-A86-RiiS AE PER ASSA BLADE1 pdd , negativeASD'load depending on,Centerma.tes and Iocking,rod Created�bv Tndependet t Thlyd•Party Yes;.. cont>guratEon for:tite NVi blade,8'Q""'for+64, 772 p:s f F1 S<D:, �'`load for•HV btade:for�Keystone mour,tingsT-C1",p s,frt�or-metals . stud niountrngs-and 8-0"for'i10•p f:for-HViA-vuorking in ni uson;;See sheets 7, 11,and,20:respectively of installation lrawings;far other spans and press.4r es; 89 3 $ertha:HV Accordion Shutter Extrui. i aluminum interlociCietg blades,reEainedtiy tracks(,top. COMBO;_(Non;HVHZ)-Drwg 20 63; and,.l ottorn):for.stoE7n:protection. Lnnii ,of Use Insta(tatioh Insteuctions. AApproved for;use in HVIiZ Na FL389 R1t}-TI'>DRW ASSA 8t ADEi 2 g Approved 6r-,use outside HVHZt Yes., Vetfied 8y.American Test Lab ofi South'Florida,Incr,_.. Iinpairt iteststant Yes, Greeted hy.°`Independent Third Pa rt y Yes 'Design.Pressure N/A ,. Evaluation Re'eports -, OtherFtarge,missile Max' 16'0 'span at 30 pys,fAS!?,loadpER-A$SA'BlAt7E1 a: r-` For Blade 1 and;18 Q"f6rBladeI2,See schedu{es onaheet 12;x Created by IndependeiatThtrd•Party andr28 respectiyely� . :: .• , , , s Coiitatt us.{ 26tli 81alr'Stone Read,Uflahassco FL 32M Phon 650407 1524-- rha state of Fhirltia'is"off WEE6 etnployar gq}gght 24 -2013 State'of Ftaridh. i Pr vasv Statement >'pt_s}ihil3ty Sizte fiant;:.'.i�sfu"a-b-rtNmehC Under Honda Case amali addresses are public records.If;you do not want youi,d-mail address retaased'in response to,a pubR5 records request do not send olectranic =mail to this:entlty.Irtsbead tantacE the o6iceby phone oi'by trad!V6nal mail 16ou`habe any qucstl6ns;please contact 650.4137.1395 °Pursuant to'Sechon�i55c27t(1)', �Etoiicla.5tetutes,.eff4cCive itctoliei'1 2111Z.Qi;"ensuas Ei¢en5od undar,Chapt0,455,F.S.musCprCYlde;tlye-Departni®nt with"ap-entail addreis�.lf tit9y have one.The-ema.W: -•provlded•may ire used for uffia5f commonkidon with the`.hcensee:However entail addresses are publicrewrd .Pya4 do not"wish W supply a persagaf addressi,please ;_proylda the oepafirrient w'llt art'ematl`address which can be made;n4�llapfo,td rise public 7adetormtnq;if vai{;ap�s'llconceo ui�er�bepter455 I:s.,;ptQaso cifck hrre i i product Approval:Ac�tePtai .. , �Cradil C.*rZO' GENERAk NOTES: - 1.BERTHA H.Y A666RDION SHUTTER SYSTR7A SFOWtt ON-THIS PRODUCT EVALUAITON DOCUMENT(RED.)HAS BEEN VERIFIED MW COMPLWJCEAN ACCORDANCE PnNR THE 202D.tM,EDTION)OF THE FLORIDA; BUILDING CODE:THIS ACCO(R010N.,SfiU.I .sYSTEVd SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. .. .......:.- 1 �1 DESIGN.16 LOADS SHALL�BE DETERWNED AS PER SECTION 1620.OF THE ABOVE MENTIONED CODE,FOR A BASIL-WIMD SPEED REWIRED BY THE JURtSDICTAN1 V9HERE;SHLRTER WILL TABLE -OF CONTENTS., ,BE.INSTALLED Wt*A;D3tECTT013AUIT FACTOR:KQ.OAS.USM ASCS 7=16 AND SHALL HOT EXCEED THE L4t1DNUM',fjKS.D:),DESlC01;PRESSURE RATINGS-INDICATED .. .. ' .ON 41EETS"71.THRU.:15,19.&:20: . . AREA �;:141/:BLADES A-(19 IN ORDER TO VERIFY THE ABOVE CONDITION,U1:TtMATE^DE4MGN YAND't:dl0$Ds'TERM€RED PER t5CE J=t6 SHx1L Bf-FIRST REfN#,EIII TO ASD: DESIGN WIND LOADS; ' BY MOLT PL.NG THEN BY 6.6 IN ORDER TO COMPANE,01M W/MAX.'(A.5:O)'DESIZ'F!'PRESSURE RATINGS INDICATED OW.SHEETS 11 THRU 1S, 19&,20. - . .- - .. GENERAL NOTES SHEET 1 IN omeR TO YL7tIFr mAr COMPONENTS AND ANCITORS'ON THLS:P.E.D..AS TESTED.WERE NOT OVER STRESSED.A.33 N INCREASE RI ALLOWABLE STRESS FOR WIND LOADS,WAS;=USED IN THEIR SYSTEM COMPONENTS, 1-20 .SHEET 2. =. ANAL)SS:NOW6TT'ER,A WAND DURATION FACTOR COm1.60 WAS USED FOR VERIFICATION OF FASTENERS:IN WOOD." SYSTEM COMPONENTS 21-37' SHEET 3 BERTHA'MLY,ACCOROtON SHUTTER'SYSTEMS ADEQUACY FOR KIND AND.LARGE wsmLE IMPACT LDAO HAS BEEN Vmnm IN ACCORDANCE'WITH SECTION I Wkl.2 OF THE''AaM MENTIONED CODE AS PER: TYPICAL SHUTTER:.ASSEMBLY 38-44 'SHEET 4 ` ATL REPORTSi: 7YVICAL.WINDOW,81A0£':dt WINDOW DETAIL. -HV mAbk.o /O21441-03,p7.18.01-03, 1F0609.0{.-f0 AND-f0210,01-11 AS PER,TAS-201,TAS=202 AND TAS=203:-PROTOCOLS AND ASTM'E.=1;866, �A 2• �+ BL46E'C1)AND W INDOW BLA.DE_hdl, AND E-1906 STANDARDS(Mi55NLE MCI,D,WINO-ZONES T,;2&'3)&-/12ZO,01-10,AS.PER TAS^201,,203,&203 PROTOCOLS LARGE:MISSILE. ,I�NI jERF.QF3}3 d`[ -HV"09W BLADE:0,yT0 5.Ot-D8 AS PET{.AS3N E-1886 AND E-1398 (NSS LE LSYEL.0.VAN$.ZONES 1,2,3):BAStO PROTECTION ONLY AND:0.0725,0,1-IM AS PER TAS 20i PROTOCOL. TIPICAL SHUTTER EL VA ON&NOTES ON.LOCKS SHEET 5 INSTALLATION DETAILS A-.F„CONCRETE/BLACK SHEET 6 7-HV.&ADE0 AND WWINDOW BLADE 8 ARE:ENGINEERED,TO WORK IN.UNISON.WITH EACH ORDER UNDER THE L:FSNM U141TAIOE AND CONDITIONS OF WE INDK:ATEO ON SHEET 19 INSTALLATIGN DETAILS G-M,,CONCRETE/SLOCK SHEET 7' .3.BERTHA N.V.ACCORDION PINS(NV SCRM),USED AT BlAm'KNtlCKLE MAD FOR DIRECT U61,14T'CONNECBON TO..TRICKS"SHALL:BE/T4x2:75'AND,'814x/.75'RESPECTIVELY,410-HT MINIMUM SERIES. CFNI'ERMAT£ 0£TANLS NV SHEET 8 STAINLESS STEEL.SCREWS WITH 13.5,E kM N YIELD STRENGTH AND I BO Nmt TENSILE STRENGTH.PINS"a BE COATED WITH BEEM YSI R W DACROSHIELD COMING SEN AS MANUFACTURED BY APPROVED CEHTERMATE ALTERHATING DETAILS WSHEET 9 COATING;APPLICATORS.RE:O€-rEREO WITH.AMERICAN-SIMTER.SYSTEMS ASSOCW116Hr PINS MUST BEAR THE HV MARMNG ON THEIR:HEAD: 4.ALL ALUM INUM:EIMSIONS SHALL BE ALUMINUM ASSOMWN ALLEY AND TEMIR R AS WOECATED ON"SHEETS 2 AND 3.MINIMUM YIELD STRENGTH FOR,SOU-T6 ALLOY'IS 30.a kst^AND 35.7 ksi FUR, END CONh`ECTION.DETAILS 1-fi.GONCRELEIBLOCK SHEET 10 6005-T5-ALLOY.ALL Atlmxm W t1..5N M IN CONTACT WITH OWW.LAR MAWILAtS SHALL,COMPLY:WITH SECTION*-6 OF THE 2016 ALUMINUM DESIGN...VARUAL MAXILiUM SPAN'TABLES SHEET/1 ANCHOR:SCHEDULE-CONCRETE&BLACK SHEET 12 . 'S.ALL BREWS 10 M SIAHNLESS STEEL 304 OR 310 AM SEINES OR CORROSION RESISTANT COATED CARBON STEEL:AS PER40114 566113.WITH.50 kal MIN.YIELD ST DWH AND 90 kal MIN.TENSILE STRENGTH., .ANCHOR SCHEONILE-"CONCRETE&BLOCK SHEET 13 AND S,4LL COMPLY W%FLORIDA BUILDING:CODE SSaWN 241.1.3JA.. .ANCHOR SCHEDULE-CONCRETE&BLOCK: SHEET'14 6.86LTS'TO BE ASTM A-3¢7 6ALVANNZE4 STEEL,OR NSN 304-OR 316 SERIES STAINLESS STEEL WITH 35 W MINIMUM YIELD STRENGTH. ANCHOR SCHEDIAE-WOOD' SHEET 15 7.SEE THE'FOLLOWONG SHEETS FOR,ANCHOR SPECIFICATIONS:ITV BLADE 0; 18.13;14,15 AND 20 � INSTALLATION DETAILS M-fd,WOOD SHEET 16 . .. INSTALLATION DETAILS$-K,:WOOD SHEET 17 ti BLADE-Q,&® WORKING:IN UN&N., It 13&15. END CONNECTION;CIETANL.4S 7-12 &X,WOOD SHEET 18 B.THIS BERTHA 4M AU,DCOROION SHUTTER SIVEM BEAFIS A U S...PAIENT j6'779,5B2 COMPONENTS OF`^TH1S APPROVAL:ARE COVERED,IN WHOLE-OR IN PART BY U,S.PATENT J5'458,179 ISSUED TO EASTERN METAL SUPPLY, INC, �'tc. WINCPQY.gr A4)E .. 9.IT SAU BE tHE Rrz§- sBIANY OF THE;CONTRACTOR YETbI`Y TO THE SOUNONTSS OF':TAIL STRUtTUTt>A 1NiQTf'SHifiTER LS TO�BE A'(TA{,tiED FO IPaSUAg'PROPER ANCHORAGE,T.'4H,YNALt�"R� LY, _ ALL S-IATTER.COMPONENT EDGES WHICH REMAIN,THRU FASTENMG IN CONTINUOUS Coh''TAt4,WIM TT E'SUfLOtNO-TTf=.PREYEM tiNDlfU�+iNMi61CN - TYMNCiit, 10.EACR,UNT MUST BEAR PERMANENT LABEL IN A YISIBNE PLACE WITH WARNING NOT&h)1P.IN PERIODS'Of NURRICAt.'E WARNLN0$"HOME:OWiiE`SENANT:OR OTHERS,MUST PRQPOF.LY t,1<0°y'E ALL NV'Ah`3"ttD. �,A,N. . VAN CENTERAINTES AND ENGAGE OR LOCK ALL MN'AND HD LOCKS.: '-- , .:^ � fT Ts� ., ,. . .. 64, 1HSTAL:L1S10Pt`DETAHLS TAEt'AL.3TUD P+AIL+'•: �S'�REET 11.SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCdTtOIN AT:A AtY.OTDAf4CE WL'H.,ECRDN_ 1,OBS.3,OF'FLORIDA BUILDING CDC£ PLACED FOR-EVERY OM4NG.LABELING TO COMPLY WITH SEMO N 1709,9.2 OF THE FLOR1IA:BUILM4 12.BERTHA H.V.-ACCORDIOMt.SHUTTER SYSTT7d'S IRSTALUTION:SNALf:COMPLY WTH SPECS INOtcATfO 1"OH!S ORA,yLKCI, '1!NY 11 Or, AVO:.ZONtyL'T PULAT10N5 PRCVHDED Ol'jlR£ RS6-= YM5'fY'£1 .: - ... . PERMIT;IS„APPLIED:TO. 13.(q)THIS P;E.O.PREPARED'BY'i?IOi ENGINEER'IS C£NFhYC AND,L»S NOT PROVFI)E H3lt5 MATWN FT i,h,SHTE.5PE♦~FFLC AO.YEC)':La.VrNERE THE SITE CONDMONS DEVIATE FR06fi TEA£ (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION.PURCHASE'AND DRSTALLRIDN;M.LUOIdG LIFE"SAFETY O)'TM{6,1?RW7UOT E+A3�.ON tH1*"�P.E.D.,PROVIDED HE/SHE:DOES NO AD�.VT x TTaQIM .THI.Y. OMWING SHALL ONLY.$t useb 1Y> THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE 66471ACT0$'S'.R£SPDNSIBIIT . `09TifiIF("PERMITS IN TijE ! T*TIr OF FLORIiSA, (o)THIS P:EO,WILL BE.coNsNDERED:QNALIU IF ALTERED BY ANY MEANS. - . .. ..... .. (d)SITE SPEC FTG PR03ECT5 SHALL BE PREP@ft£D ET1 A FLORNDA REs STERED EHGi TER"OR A#TCMYTEGT`WNIWM SAIL."BEGOM-1%E El1tRNE£R'OF PE m .,tE O.R.)FOR THE PROJECT^AND riaNO'112L B� REVIEW. ALE,FOR THE PROPER,ITS£OF THE.'P.E,O.LTRGNNEER OF RECORD.AMNO AS A`-DELEGATED-41'NGINEFF TO THE PE.D��ENEX'tEER stfA[i SU�',TO THIS LATTER THE STE:,�ECTF�,ORAWEI4tY,.z•-FOR. ._ (a)OtOINIS P.EM.$HALL BEAR­THEDATE AND ORIGINAL SEAL AND SIGNATOX OF THE.PRG t55x1NAN ENGNEER 01'LLECORD'Tl1AT PEETMRED T.; - ��77 a�pptt uI �I e 'tuL �CSTtJiq)t.{feiaCify.f1LMt'F c'rl[?O ii�iit � Tr,LtN2D 1%.TLCO 11ic. _ �+3020 EASTERN METALs1NPPLY ..�. . 7N u S� q :S�Q �}CEN iqe. !-L. Si Sw Accordion;Shutter System Lev> �� wi a who ifY No.4417 a ntrFT°5E+"FTNG iY EFL..... -tiNG COMPANY fYLATTC�dplf Shuft�F System$ eRNaN 4 aA1� or ANW>z6 s 5MR> wvim OiAnal5.rLank RI@ A �aIcH47T1F InEi 1 DID f7 T07 / DOTS 72 2020 STATE '2Y�++ °n, (�a 7gFt 1ssa rWx '_(305)871-I531 64 4 G8'Y�TrslNaclds fSnv� >. DRAWING Na W61"t501m Benr�t.;Fl "v3407' a, f` - p-mon,^,t NCLOQaN Sam 2 f s,0.<` '`xQRt Y.L�` wAL11R�O�.iftE71.4ir P.E l 1. 4.1,N 1 ��°'��+`isS�QjVAL �EAICGP1hTt1RE/DritE ... NtOr�c�t L�^p.�1aT I SNEEr.QFlti W E ... .-.-...1...; - - .. # >4 } Xvu } UDALAO UAt,3 H� 't! RSAt FLOIiEI� IiSL ' "OkItt5l t3 ER.U5 PAtENir�='si es0a. �}f}ALIEIECS;: .U�SE.,Yti::,,Hw £3i1F[>ti t • "' NV"Ci1R�CT`'�0UNT � iiS�'E3LtiE3� _ ..1 ''`H ,,U , 6Ofi5-T6:� Y,�RhCl=TE PER Yrunu�tErE ,. �rRAT1ON5 Of ASS aBLkUE.-{4�n O FED t9 � �q^ �a SQ83?&dtT6Y tEWi 124 Al as t Luau ts,�t wt,,yv 8'`fiV W ., OYER.YRA _ Bu �ut HV TRENCH TRAk , = s�: t �6 HI�::AdJ FLE?dR TRACK . QUau ea ro�.0 w� rev' ,. t .�;� aos5 T6' tCOT DF€a;[EMPE 9 At}E t .QUAUflErl F.GR USE wf'H �ttatEooR.:t�sF �/ riv sfl �=tc nEEarn tcu�Ea. atACE�t}�NtY A . H4All�GUQRE� 8WE3' T '� iHeES- cM T$ LO 4tfl TEMPER ptlAtlfTE,Ct .. <... _.." x• tS ..,„„,,,, '�'Ft.. s T5`.gLt,DE rdPER i fflr77 s �._..,,�-s -tr � �� � �, � � Imo• �..;,. e t` HY HEAC}ER�SIL! . 4}„�{VFk�NG HEAQER t t3F N �,jt�IG HEADfRfSiLL.„ QUAETi �FOfi kT5E;4( HV:BtACC t Oh�Y, 9sML`FrFfi FtlCt' lSE �f .itV BJDE( 6NtY ana3 :a�u�o tea rkksPeA> QUtiJ7:€R, t7tUs f4 �W,t4! 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D>WCK I'".tab"C4CIciNG.,RODS or 'ONE HV`LCCiC or, dc, W L7fsE.tIF LbCxS. a E pr. 1— MAX.ALLOWABLE,SPAN FOR A-CIVEN NEGATIVE dt,�- /`..O) t k[V,,,°} .'.::Np '?CI.=LI #{J6 E"`t 'tit#Tft' / 1`1jS;)� KING WALL A. S. D r M, N. 0 P. 0, A.5.0,DESGGt+PAESSiJRE RASYtEG. L(k.((:, Wfty4:i:C:C9tFP.G:R(565 :.'fflP.dt, ;+;$EE,'ROfi>_S'Y;.'¢Fj t75; MOUNTING F, x�8i L R, $, &:u, _ G(you,mout Iowa XTOP/DOTTOM OR FLOG/CVUNG: {XbNgRETT„ ,1YDLD Ui54[,iXAYN2IS' - �.. CONCRETE" C3W -.... ."CDfJCRE'dE MOUIYLING GIVEN A POSMVE::A:S.D, DESIGN PRESSURE RATING,. ASp OU&I 4A„afsmtl ' DLSCN .' "aTI AT€DHs� s N -. M s & M I, M " ,kAUtAWfY 7P7 'C," - 311tt3itd^ 4L09S/.GElg4" nxsot7 t} +(R+SlJil+itOUq�}sr� :, � DG€VEN A NEOATW>WUMhS.D DESfCN R%SSLJRE RATING. Tuw x . . {µat,) fcuT FWD1F/CtJUti,>tffiu€filG ; to DETEHAOINE MAXIMUM SPAN:"L-'.FROM:SCHEDUI E. i t�W-i It oa y ?r Jn 1' t1f1fPA a�rwu try Ld } AN ;;L A�•'' f a (� > 'Lx%41S4N -'! tFFs x. a• r L„ -...0 MUM SHUTfERNTO OOP SMALL BE.ESL°RED FOR SPrtiH tS EQUAL.Tt1,TAB 30't7R..t,ES I@ C• 16""0 y 1:6--0!,��-€ O T.�f3,.µ: _. -f} tb'-0" 30 .;"1 Tb�D' OS PsfINSTALLATIAS 0ONS!DESECN PRESSURE,RATWG. FiNMiV MllfA DETEROINEU SPAN.BETWEEN''Ci-'AND'L-°: _ 35 td TO �d tiT 39: ? 2 TA ifk ft! !3 SD Sd 1 4*s 2 4C£ $3 10 t3 18 40 .. fA (3),PROCEDURE:TO DETERMINE MAXIMUM SPAN FOR Jt5 13 i ..Ltd',-3 6 Y3" t 4S t_ E =43- Y:3 e,` t#-.' :t HV CORNER CENTER $3 MAY'9E i15E0 AT"IU ... ,COMBINAMONS IN:l3E�NF.EN WALL AUNTi149 _ ` 50 12 $... . tz S :��2 a 43.7 :: 50 tat° $ xt2 5 i SO:: t.2 3 -� i3l" .;MOUNTING INSTALLATIONS., LOCKING SPECIFICATIONS .. G . ?f4l 5S 11 SD° i7 40 i 55.,. t ;t It S) SRALL,BE AS INDICATED ON,MANDATORY CONDITION#2 FOR AOUGNEtd POSITP?E AS.,D DES GN PRESSURE ---- ..•,•.r ,,, y .. -r^'.0 '.", #TOTE#5,SHEET B., R171ltC: :. 8{I 1 t a. t t.++t 7 3 9 42 A FIG 11 9 F-ii 60 #Q 2" 10 K.!'47� -. DETERMINE: 6 i0 30' tE 0 1'1 t tt 11 85 SO tC9 ` SPAN FOR Y:ALL MOLYtRNG 4*ffALWXNS: .7{S: . !P C". tt'F e _ Ls+- VAX.;SPAN FOR FLOOR/CGLING Y.OUNnN:= '$ ur ,? t.7i T °JC-4 'TT.`r 1' 75 tb € %T1T t s7a +'�-9"` 'tf EXCEPT THAT MAXIMUM SHUTTEIR SPAN'L+''OR ;1dSTAtlAT€ONS•. &E5 _" 4 ?C t4 w ''16 tY 10=3 BO .'F' ttl ',4 ?D, ...' •,._ `L AND=MNOMUM'A5b,DESIGG PRESSURE RATING FOR FOR A'OVEN NEG4TNE A.S.D.:DE.SICN PRESSURE 85 S 6J_el9 9 f0 3 $5 g G 'a b €NSIAUAMNS INTO COICRETE OR CONCRETE&LOCK RATING: SHALL BE UMITED AS FOLLOWS: k} COFJHECnONS TO KEYSTONE MOUNTINGR i LI-�MMAX. SPAIdFOR'WAll.MOUNTING INSTALtAFtOtdS.9$ S09 2 910 35 8 0 B 9 LTED T .. .; .._.�.., ....-- -' .LIM 0'+64,-72 p.s.f. AND S'-0' SPAN, SEE .a MAX,SPAN FOR-FLOOR/CEfUNC MOU4TING -V-7 ?00 S' @ IN tdOUNTING O.ON SHEET 7. INSTALLATIONS, '?. y.-. 8 •:t' , '7 T� '6 7` 5-�lt ;, M-MMUM a"'EfiS'CtrN ll+ L2+" IS EAUA{.S1T THE -•--•` � t-^ :. ��� T'(NAL MAXIMUM ALLOWABLE 5P �i ? 3 a'_4 a'; l is (i - �RAT[ON T(O �GLAS SC>�E UL �} TD ArtcR"se1+Er(nwrtte r�u. thA�suLti 125 7` T0� a--9 ..... ." ..... R1:55U R4T fskit3 NFGA'ISVF'A..S � SPA �u 7 g_ 6 s to { 6�t �30 :?D. - _$ MINtMUtwl s Axir�c... RG-tr AEcrRuriE r�u�uM AarCH�R' . is5 � � a t WIND ZONE.. , lad 7 s s It i 7=a 14G i s s tt ASTM E-1998 a? 7 7"--3 -Tas SEP N _. m: �� 7=r 7 o s a 6 r is5 m a s s 1 THRU 3 170 6 9 ¢ d 11 6 Fl or, 170 tt 6 T " d 9 [s 9 r G.D xt3.5 6 7 a S 8 .�. i 85 C a 4 6 b 7 a s Y 65 a s d 6 " HV. 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SCREW.BOLT @ SPECIALTY COMPANY,((tam sic-3 W) DL9QJ M9AINE PRN76S.9A17't:_ S, E..W. �KUl;Y'.. DF39J 9EGAiR,- -- - 1/4"0 BLUE IAP CONCRLTE•.ANCHONS W/OP A57LVJUFACTURED BY FLOHIDA FASTENER-D6tF.LT":BID.(iGO.€•c- 2 Fff) -t' o ""` ..TAPCOPf OR - t/4'0 TAPPETCF;ANCti�iS-aS MAHIFFACTURED`.B{DEWAL AND DISTRIBUTER BT`ALL POIY3S'SORE BOLT!k SPEC�9ALIT�COWANT OR:ANY, ....tR} 30.„qo, •60 ?5.I B0.t20"160it '.50 #O bD,:rT I BO f.TU:15U1j265 30.i.4D QO YS SO 12D KFA 265 ..:TAFeCON'Y91H A"ANCFD .OTHER APPROVED LICENSED.OR:-AUTHORM MOOR:REGISTERED WRH:'THE Ab1ERICAN'SNUTIER SM"S AS50."'tA�OM.INC.,.Vjn.�Ct, m 3.k� 4 12 t0 9 8 9 1 1 I t 6 14.F 2 to tIs�ADEDRM TECHNOLOGY _ S--O 14 12 f0 9� ti. il 9 b�,: i Y2 L1D, R" 8 "8 tF 9. 7 t "12 10 9 b B ,& :JI Fy(;:P{>tttT5 SOLID-SET N0115: €$. 14 f8 10 9 4 8 0 8 Q' ti t{21.1D 'D 8B. 8 B l4 12 10 �i•sib B *9'6 T; 12 t0 B 8 -9 @ t4 t2 10 9 ,8 B 6.p B, _ BLUE TAP W/CAP A.1)M2UUM EABEDMEhT INTO PLFUR 7 fANCREtE OF TAPCOH C TAPCON MTFi kDYAlJS:ED,7A[tEADFORIF TECHNOLOGY kNCN0t15 AIiH3'TAGPER+': TAE+pERr. .. AHCHOF5 t5 1:3/47.AND.FOR BLUE.U?AV/CAP ANGtORS IS T I/2", 14 12 t0' B B.,T !mS"'E' Lt./2 10:;9 0 - @ :Bm, 14 12 10 R : W. 6 'fi ' 4i d t4 72 10 8' B 8'f 0 f 1t 413't9 .9 B 8 8 8 14 12 10 9 '.B B B 5.5 --t A2)MtF7LiWl1 EMBE4IEFNT'OF 1I4�xm3i4'Nl POINS,SOLID-SO ANCHORS�StUi.l.BE 7/8"INTO THE POtFiE[3 CONCE'Lr`fE f 1 EMBEDUENT E y 1{_:12 10 8 B�B 8 e 4 t{ 2 70 9 @ _$ ,e 4S 14 12 f0 -D_,@ a, SS , INTO STUCCO SHALL BE P /4't4-20 S.S,MALHINE'SCREW USED'SILALL BE 1 1/2'iDNG kNNBEU51 Si16tiLD STUCCO ipOST,AND 14 12 10 9 .Q b d�-3. 14 12Tt9 D Q @' Q 9S 14 12 10 .4 @ d B 4d - 11 appJfIm FOR VALS MIN NO STUCCO. Ts..12 t0 ;9 75:.5$3.$E t4 i2 t0 9 $ $ -Q 5 14 12 f0 'Q 7 S.S::4 45tt 7Ak5 VSC TOR . a_. 7 l + I • axDE DN s1¢T 19 A3)IN CASE TWIT PRECAST STONE.PRECA..T'coA;CRE.M PANEIS,.PAYERS OR ANY.YENCr7t BE FOUND ON THE MnNO':WALL OR FUOM. 12- 10 9 B B J 6 L B. LI l2 TO .a $' B H 55 14 T2 f0 Q; .8 6 D 6 39.3 e [4 72 to 9 8 7�4N = N t2 1D=�9 8 6s.S, 35 14 t2 10 " :3 ARCH"SPALL BE LOFZ EFY.IUGH TO:REACH THE MAM SnMrURE BEM SAID WALL FUSKES,ANCHORAGE WDILL�BE AS INDICATED ON. ., t4' 1V tot 9 s t7$ 4,0 -::14 12,10��9J�80 a'. 0'�4S 14 12 to 9 D 0 4S 5.75 . NOTES A.1)&A2)ABCNE'FOR I14IAURT`O6 ON Vkltt,SOM OR,eFS W/M OR wmow METAL sTU05 cOFYmT n-RS DMIEUL FOR is./2.95`T.5 9.5 sat I It 1R SO d':4 I 7.5 SS .4'- 74 12 10 D„4,.,B 16VAUAMN 6YT0 UFS WITH METAL SRfO,S-SEE,SHEET 20. to 12 10' 0 B 0 (0 I 74 72 W O B $ R 5- 14 12 10 9 11e"BS 7 9b 3 u ,2 a 6.a 16S t 1 fi� (B) TO EMSRNG.cONCRETE BLOM,(W'TN C-@0) t4112 to.y�D_7b 5,$ 3 _ 14..12 10.E'9 B 6 I^ t4 12�.10 B 5'' LS -5` 73'1�12 10 Q5 .B 9 4 t- •-1/4•0 TAPCON OR TAPCON WRFC ADVANCED TRYADFOR#t TECHNOLOGY AtJCHOR5:AS MANUFAOTIk2E0 RY I.T.W:BQRDE7f• I.:f'12!B 6.5 5S 72 10 B 1�7 9 lFl s- I/4.0 k 3/4'ALL POINTS 5IX10-SET ANCHORS:AS'OS1RffiUTED BY ALL FOBi1S SCREW,BOLT'k SPECVS.Tf CFNOtANY. 7-d 14 11 70 9 'B. Q y 5a t T4 ffi B 7 S. 4 14 72 10 9 3h 9SL 4 i.3: -.1/4.0 BWE TAP CONCRETE ANCHORS W/CAP AS WNUFACTUREB 81'FLOfWA FASTENERS LNRECT.INC. is .121 fot4 t¢5 7 93 44 S5i - _:1/4'0 TAPPER4 ANCHORS,AS NAHUFAOTURED Bt DFNALT INC..AW DSTR DIRTD BY.ALL POWTS SCY EW. BOLT h SPECIALTY COMPANY 0R ARY I <•--. OTHER APPROVED UCENSED.OR AUTH MZED'MOOR=MiSTERM YfiH THE AMERICAN SHUTTER St5TEM5 ASSOCIATfON,:B.'C:. i2 t0 B.5 7 4 14 t$ f0 B l5 4 74 '72 8 7 y514 s 1 tI t 7 E5.5 45 3 ,:14 12 109 14.12 9 7¢ 4S : 1#f:t2.t0 f 8 '.8 BSt '.t4 el.0 9 f j, :t4 12 ,0 B i6*57'S"'sw8g:ti)MFMkEttLtl EMBEnFAF.'k'€T 9i30 CONCRETE ULCCUC OF TA.?CON;BLUE T.W W/HAP A+€C3;OrIS AASD TAPPERY ANCHORS tS 1.'1/4`AND TAOCLM( K ff12)e 5I 7 55 3 F--- !4 2 5 fff€b�5 TH ADVANCED THREQfORIA TECKNOLCGY;ANCHORS,1S.1•. t4 E12196t75. 6 t 14112 II$:e:s 65A 9. - 74 12 0 S E95 t - 13 9 5 fist-S (3 g„ _t. Ia t 12 'i0 S C.S .S j 14 .i2 B 63 S t _ B.2)MI.WUM'EIABEDI,IJT OF 1/4'6 A 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE EHRRELY EAfBEDDEO INTO 1F�CONCRETE It.ND 14 d;-d 1a`:12 t0I a 8 11 "1's"i'12 tD. 9 7 4,5 -( 14 i t2 Ba _ 0 STUCCO SHALL BE'PERMtTfED..1/4"4-20 S.S.WC1filHE SCREW I,iSED SHALL BE I 1/2'��LDNO LTOJIbfUN Sft0331D SRICLU 14 i1 E'75 0 I,4.: «--_;is 4t r !3_9,s s .1.5 ,<,., 11 a S9 4S'35 E19"JTr/Ntl 1 LOWUM MR:WALLS WRH NO STUCCO. 14 12 B 651�•4 « t2 BS:7 S.S 4 '14(f09 7)9.5 I 4B 5-_)�_, - t4 E t2 4• 7 8 i.E( 14 111 7 5,±.9139 - 8.3)N:CASE THAT PRECASM$i0N?PRECAS7�CONCRETE PAI:EIS:PAYERS OR AhY VENEER BE FC41N0 C87 THE EXISTING'.WALL OR FLOOR. )�=d Ai 12 E z 4 f - ANCHORS SHALL BE LONG ETJOLHiH TO-FWACH THE WML STRMORRE BEHIND SAD WALL.FINW*S.ANCHORAGE-- Ml BE AS WOX.ATED ON tA^10.6' 7 "5 33 "<„,< 3{P_3 tSJ S d 3 to T5 9 r A I`S T ( :NOTES 8.1).&D•2}Adr`OYE.FOR INSTALLATIONS OFs`VEIJYL SRXtLG OR EtFs WR3i-.CR TAITIQUT lAE1AL'SiTEDS C(N4SLILT T1{Ta F7JCENGER. f# it 7S f- 1s t5 9 0. 3 4 24 95 6 f 5..-a a F `" FOR 1N5TA.tAT10N ItJTb dFS WITH.METAL STIIOS SEE StTEE1 2D. 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