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Product Approval
P k x 4 M Bf9 Name i L rn YY _ og P,user Registration 3Hat Tapia. Submit 5+�+rAarge:' `'StaEs Fa Pa ys Pabl[cattons j Cmtau Us•1 9Cts Site Map_!. tun" 3 Search -r�dn4,Aoprova�. p' ,zct a-nrova!Menu, ,Proiiuctor=knrslketiri;i 5earsfi a=?� ,+Iicaban i<2.,>itp!ifallon aat�f`if _ 3s9 a10 �i' REVIEWED FOR Appreation Type ODE COMPLIANCE `Revis+orf° rcie atio-n n 2020 C' � i4ppCitation Status APPr COUNTY ➢' CC Comrnerits; ` ArchNed::` i - Picsduct Maqufacturer Amerjcan Shut#erSysterm Assoclatlori;;Inc 3 l/ i4dt4tess(Phone/Ema+l+ . 4268: 6e 6-66ds drive `W-' st Palm Beachif L-33407 bfeeley@ei steiritnetal cnm He Cop Aut#tor+zerl signatttke l3+ll Feeli'y `� irodriguez@easterasmeCatcom. . �TechnicdiRepresetrtattve �ddress`ji?honeJi:nsai('` , L�+�alcty Assurance{epieseiita#ive AddresgPhone[Errtatt• ' Category-, ShutEers Subcategory Accardian Campi+arice Me#had,." !valuation Report from a Fiofida-Reg+stered;i4rch{iect or a,Ucensed Florida-- Profedsional Engineer •t :. - - .. max,Eva�luat+on'���nrt,�Narcicopy Rere+ved; Flor+da fng+neer or Architect Nam, e`.vuho developed thr Walter::A.Tillit;)r.P.E: �Evaluafion Report::". ., . ftaftda censeR PE-441673. ,Qllal+ty Assurarrc�;Ertt+ty, Nat+oval;A+ccredittian and=Managetttent Institule� uallty Assurance CnC+tract•Explratrort Date 12/31%2021 ;tlliclatedBy >30hkt Henry Kampmanr+7r,. Vandat+on Ctieckhst :I-fardcopy,'Recefved. [eit+ficate of 2ndependehce; 11389 R rn [OI -ASSA BLaClEi odf,' ,FL30 41=i'oI`CQILASSk BLAD '►' edf_ Referenceii Stardard and Year jof Standard) Statiiiart! Year ATM-E-IM6 s 2012>'c ASTM E=1996''. 2012.i ASTM'E=330:, 2002' T45 201,202;'Zq3' . g9`,4 Equ+valence of product Standards,. 5ectj6r2s from the-i:odr3 f?roduct Approval INethod' Method i OptiorrO: Date Submitted ;10115/2020 Date.Validated '. i 11J05/2020 bate pending FBC*pp l 1`1J86J2020 ;Bate.Approved` �12/15/z020. :Somme of Products; FL# Model,,NumbeFor Narhe Descri iiort 383 1. Bertfia;,HV Accordion Shutter Blade Extr,.A' aiym num interlocking blades retained 6y,tracks{top 3 iNon-j�VHZ): prwg 20;155 and bottom)-for storm protecticr , Umlts:of use, Iristallaition Ir►structions.; Approved foT use in HVHZ Na F1389 R10 II DRWING ASSA BLADE3;ddf Approved for use ouisiiie HVH26 Yes: Verified By American Test Lab.ofx5outh Florida;inn. Impact Resistant Yes Created.by,Inep detidentThird Party Yes;' Design;Pressuta NJAEvaitrat~on Reparts Otherislarge Missile Level D Max span'is::E2' 3 foe 40 psf j_38d I--'Ai✓ pEit ASSA BLACIE3 pfjg ppHV3'b}ade wl o windowblade,5'-2"` hird�Pa ad Trtyosttive-ASDload the CreeIp for Yes<: 110 psf A5O load.for HV3 blade w/a window blade and 8`.-11"for.62 psi,9 foe' ;SS psf HV3 biaiie wJundow blade,working,in unison t•Jax:span: for FIV3;blade w/u window;biade for instailaEions intaMetal Stud walls is 791 for max.ASD pr+ssure rating cf+72,72 and 84 for.+64, ti4 psi;See;sheet S for other spans anci`ASD,: taressuees:. `_ 389.2; Bertha t V Accardion,Shutter Blade 1 . Ei truded aiuminum•interiacking:olades retained by knacks.{tope; NVHZ'}-Drwg 20 164: -.and bottom}forstorm=protection' Lrmits of Use Ins IiationInstructions Approved for use in H1%tiZ Na l f 0 T. DR}(yljA BLApEl Approvetl for ii!°se outside HVHZ:Yes Verified 4:•Americ6ti lest Lab;of South'Flonda,Tni:% I004#Resistant Yes Created`k yJ` dependent?hird:Part'.Yes:;` Design_Pressaru NJA; Evaluation:RepoiU ,Otfier:=Large missile level D 'Max Span is 16 W for 30 ps.F FL389 R10;AE pER ASSAk$I 4DE1,pdf ._ negative;ASD load depending on ceiltermates and,locking rod Created by Independent Third;Party Yes,• configuration for:tile°til!i'blade,8'-Q"for+64, 72.q:;s f A SD: :load foc HV blade',for Keystone:motintings 7`0' p s,f„.far metals stildd mountings and 8-0"far 11U•pss f.far,HU3A wcrtrlig in unison -See`she`eks 7,11and`20oeespectiVely ofyinstal►anon ;dra +ings for other spans and grestires: 389 3 COMBO(Non HVHZ)-Drwd 20 16S and bottom)four storm erlotking°blades raEained by Ex0btracks,lisp p_..rotecEiori hrmits vf,tlse - InsCariaYoin InstrucHans ` Approved for use m HVHZ.No• FL38�9,R10>II`ORIN ASSA"BLADEI 2.j Jlpproved.for.use outside HVHZiNes. Verified By:Amencan Test Lab of Sauth Flonda, Impact Resistant Yes'. - Creatiid,by Independent Third party Yes Design Pressure N/A�. Evafuation Reports- Usher:,Large missile.Niax 16 0;'span at.30 P.s:f.F bjoad FL38g,RHO AE RE'R AS5A SLApEf, 2. -for Blade 1 and-E8 0..forBlade 2.See•schedules arisheet 12;� Created by:Independent T}tird:Paety 25and8respectively tohtact Us.l 2603 8(a)r iiw a k.ad Taiiahasece:Fv"3Z399 Phone:Q5aAt7404, .tfi State of Florida is an,WEEa ernpieyer dopy�(ght 200?-;!Q 3 State of Flonda.s privacy.Statement;:AcC ibility Statement: fiefUnQ Statement Under Florida iaw,"aii addresses are public kkoids:.IUyou do not aaant,youi a-mall address released in response to a,public-records request,do not send elc Mcnic mail to Ehis;entitydnStPaa;abhtaQ the o65ca by phone or by traditional.snaii..if you'have iny_q'uesnoni,please c60tatt:65b.4873395;?Pursuant to'5ection 4SS 2M(i),.; Flondo Statutes,eff6awe oabher:l 2a12,;ticensaes licensed under Chapter 455,F.S.must.prdAde ttis.Depaftnsent-w)tts ap•eCnali address!(.04y_have oi4.-T fe-ttnaiis %proyided:inay be uset3-;for,officaalcomawrikitioa i'flfhthcficensee.However email addresses are public rearrdAf,Vou do rEotsvlsh ta,suppfy a personal add p.ss,please provideth'e Cleo,=,tment w`th an:emali,address which.cap ba spade aiiallabie.to the public:1p determine jf yoil pro Q l!tense8.under chapter.4S5 F.S.,;pleasu't)fclf: product Approval Aciepts. 1 z credit�ar� : • '.safe . GENERAL NOTES: I.BERTHA H.V ACCORDIONS SHUTTER S'STEM�SHOWN ON THS PRODUCT EVALUATION DOCUM69(Off)),.HAS BEEN VIRHFIED FOR COLWLINNCE IN.ACCORDANCE WITH THE 2020:(78r,EDRgN)OF THE FLORIDA, BUtLD,lIG CODE.THIS ACCORDON,SHUTTER;haTEM.6HALL.NOT 8E INSTALLED AT HIGH VELOCITY HCIRRICAYE ZONES. ,.:...:. p+ -..+.. r T ---.... -...:. DESIGN WAND LOADS.SHALL.BE DETERMINED AS�PER'SECTION 1620 OF THE..ABOVE MENTIONED CODE,.FQR A BASIC WIND SPEED,REQUIRED BY THE JURISDICTION.WHERE SHUTTER WILL. .TA 67{„,E UF.,..VONTGN�1-S BE INSTALLED WITH A DREC(KKdAUTY FACTOR Kd-,M S,USING A=7,=t6 AND SkMl NOT:EXCEFO'THE:MAIOMUN:(AS O);DESIGN'PRemRE RATINGS:KDrAtO� - .. _. ... .. .. ON SHEETS 11.7HRU.15;19&-`20. IN ORDER TO VVM THE;ABOVE CONDTOCH,ULTIMATE•DESIGN.WIND ENDS•OETERL11NE0:PER ASTE•T 18 BEAU:BE FIRST REDUCED TO AS DESIGN,WIND LW;OS:' Akk'1 .W,BLADES CU BY MiLnPLVW.THEM BY 11.6 m..OweNTO COMPARE THt:.e W/MAX; TNDS(A:S.Dj'DESICN.PRE3SURE.�RAT .INDICATED ON SHEETS 11 THRU 15, 19 di 40. ' .. GENERAL NOTES .SHEET 1 IN osm TO VERIFY THAT COMPONENTS AND'ANCt'�RS ON_TH#$�P.£:0:,A5 TESTED,WERE'.NOT OVER STRESSED.A 33 R INCREASE AN ALLOWABLE STRESS FOUR W% WADS WAS,bM ISED,IN THEIR .SYSTEM COMPONENTS 1-20 .SHEET 2. ANALYSIS:.HON'EYFR,A KIND.DORATWN FACTOr;CD-1.80 MINAS USED FOR VERIFICATION OF.FASTENERS IN WOOD. .. .. ....... ., SYSTEM COMPONENTS 21-37• SHEET 3 BERTHA'N.V.ACCORDION'SHUTTER SYSTIBN'$ADEQUACY FOR'%IND AND.LARGE MISSILE IMPACT LOAD NAS BEEN VEWFIED IN.A(xOJIOAFICE WITH SECTION 1 WI./2 OF THE`ABOVE MENTIONED CODE AS PER' ATL REPORTS:. ._ TYPICAL SHUTTER ASSEMBLY 38-44 'SHEk7 4 TYPICAL WINDOW,BLADE.&WINDOW DETAIL -HV WOE.0,.t(021:1.01-03,1071&01-03,01604.61-05.S12i4A1-03:�0317,01-OB;,jO84g.01.=i0 AND b210.01-11 AS.PER TAS-201,TAS-202 AND'TAS-203 PROTOCOLSI AND ASTM.E-1886. �A 2_ W RL4Z M1 AND HV WINDOW BLADE 1nA AND E-1996 STANDARDS(MISSILE LEVEL O,WIND ZONM 1',:2&3)-&.01220:01-IS0 AS.PER IAS:20/,,203'&.203 PROTOCOLS LARGE MISSILE. ;(WHERE f•EPL.IGABL.El.. .. HV"WNDOW"E;:@$DStf5,01-O8 AS PER.AM E-168&.AND Ert"5(MISSILE'LVVM 0,YARD:ZONES 1:''2:3)ft45tC:PRpT=ON ONLY AND(I:0725D.t-BFi 1U°'PER l'Ais 202 PROTOCOL TYPICAL SHUTTER ELEVATION&NOTES ON..LOOKS 9HFk?5 INSTALLATION DETAILS A-F,;CONCRETE/BLACK SHEEP 6 2.;NV BIADE(D AND W WWDOSY BLADE ® ARE"ERO NEER[D.1O W.M W VNISON WITH EACH OTHER UNDER THE GENERAL UMMXMUS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G=M..CONCRETE/BLOCK SHEEP 7' S.BERTHA H.V.AGCoRiNON'PINS(HV&CREWS),USED AT BLADES kNAXlIU AYD FOR DIf=f MOUNT L'DNKCBON TO TRACKS SHALL BE 114r275'AND 1140.75'RESPECTIVELY.410-HT MINIMUM SERIES CENTERMATE DETAILS HV SHEET'8 STAINLESS STEEL SCREWS WITH 135.0 ksi YIELD STRENGTH AND 18D W TENSILE STRENGTH.'PINS SHALL BE COATED WITH BERTHA HV-DACROSHIELD COATING SYSTEM,ASMANUFACTURED BY APPROVED CENTERMATE ALTERNATING;DETAILS IP7 SHEET 9 COATING APPLICATORS.REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST GM THE HV MARKING ON THEIR'HEAD. 4:.'ALL ALIMIHUM�IDITRUS10NS SHALL BE ALUMINUM ASSOMPON ALLOY AND TEMPER AS WOKATED ON.SREETS 2 AND 3.M1INHAUM YIELD STRENGTH-FOR;6063-76 ALLOY 15 30:9 kti'AND 35:7'kM FOR END CONNECT€ON DETAILS 1-6,CONIOREIE/BLOCK SHEET 10 ` 6005-15 ALWY.ALL AL!kMNUM E%TRL'StOW CONTACF WITH DISSIWLAR UATERIALS..SHALL COMPLY WTTH SECTION Ilf-8 OF THE 2015 ALUMINUM'DESIGN MANUAL MAXIMUM SPAN TABLE, SHEET i:l ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 12 AND SHALL:COMPLY W/FLORIDA BUILONO CODE S 'S.'ALL SCREWS 0.BE BIAINIL S STEEL.V4 OR.3 aN&ERIFS fHY_CRRRQ�S'tON RESWAM COATED CARW4:;SrEl1,.AS Tim .�.��$401B WBH.50 kW MIN.ttc"L.0 STRENOM AND 00 kW MIN.TENSILE STRENGTH; � ANCHOR SCHEDULE- CONCRETE& BLOCK. SHEET 13 : ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 14 6.BOLTS TO BE AS(M A-307 GALVANIZED STEEL,OR.AIM 304 OR 316:SERLES:STAINLESi STEEL WITH 35 w MINDNU2/YIELD STRENGTH. ANCHOR SCHEDULE-LE-11000 SHEET 15 7.SEE THE POLLOW:NG SHEE75'FOR,NNCHWR SPECIFISIT10N5',HV BLADE Q-: 12.13.1415 AND 20 INSTALLATION DETAILS M- k.WOOD SHEET 16 Hv BLADE(Dk p WORKING IN UN*ONi 12. 13.&15. INSTALLATION DETAILS S-X, WOOD SHEET 17 ' ' 8.THIS BERTHA H.Y.kCCOtLTIO)4 SHUTTER SYSTEM SEARS"A U,5..PATENT W779,4.82.COMPQIIENTS Cl"Tti15 APPROVAL ARE:-COYERED,M WHOLE OR.IN PART BY U.S PATENT 1}5'45B,179 ISSUED TO EASTERNEASTERNENO CONNECTICL DETAILS 7-12 &X; WOOD SHEET 18 METETAL SUPPLY..ULC .. 3 ttrt '.9.IT SIIAU BE THE RCSFOpN521Tk.lfY OR THE CONTRACTOR YO VER;r'Y THE SOUNDNESS oF':THL STRUCTURE;NRLERE S2fllTTER.lS Tit'BE Atpzq;FO ftjf S.PROPER.ANCHORAGF�,%C NFRA, SHUTTER COTOR'YC(:$�AEA'L,Aw'"fg`''.: �,Y 's!� "`�Y' , ALL 0%-ONENT EDGES,WHICH BEVATN,THRU PA9`TENLNG IN CONRNL'OUS CONL'ACT wrm TFI£ UfL0tNG s.9 .id:PRL'YENC,WIND/kAeN 1N1RiiSDN+- 5Ht:1gTt€t.ELEVATION: 10.EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PUCE WITH.WARNING NOTE pUP?N''1>Efi1OD5:ISF L}21HRTCAt;E 1'IRitN1NG5,HWAC:VOHER,MIANf;OR OTHERS.MUST PROpm'y C FIE:NV XN'?fN- .. . � 4' HV JANDQW BLADE CENTERMATES AND EN��OR LACK ALL HV.AND NO LOCKS. ." ,... .. .. .: .... It II-SHUTTER MANUFACTURERS LABEL SHALL BE tDCATED ON A READILY VISIBLE LOCATION AT ACCORO70H.,SHUitER;1R=ACC61mANLE WFH'uECRON 17091.5;017 FLORIDA'SUILDING`,CWE ONE tABEt:,.HALL BE IRISTAH".L.Am DE'ANT; LIEFAL"STUD 14AE1.5'." ^SItEL:F 2;), PLACED FOR EVERY-OPENING,LABEUNO TO COMPLY WfiH SECTION 170.9.2 OF THE FLORIDA BUIUORTC Com, :12,BERTHA H.V.-lSCORWON,SNUfTER SSTEM'S INSTALLATION:SHALL COMPLY•WITH SPECS No ltO PERMIT IS APPLIED TSI. lrN�_1T�9S DRA.STHC.PF.L!"'tAhTY'ER18.t.YNO Mltl Ed7(,e? CiUUTIONS.PROVDED 6Y.�Tt�£E aAOTOSt!CFfCH WtdE2�iE.:. - .... `.. :13. (o)TN18;P:EL7.PREPARED:BY'THCS ENGINEEft`tS'GENERdC 1>iN0 GOES.NC1i.{HtCOVH7f INFORMATION F'LtiTt,lr SCTE C>m Y#HERE.,N#E SUE,CONDITIONS OEVwTE F{ggep yj�p1:;B,: W coNTRLACTOR TO BE RESPONSIBLE FOR THE".SE(ECTTON,PURCHASE AND INSTALIMOW T14L'EUDTNG�LIB'E SAFETY•D�'TF1IS raROt'(TCTT,ISASf]Y••QN THI..P,E:D:.PROVIDED NE/SHg•t'X3ET5..N0`F`O)N*TE TRfiM TN15 DRAWING SHALL ONLY RE" USE O TO THE.CONDMO14S OETA41D ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE 19 TFCE..COF1)RACjtY{{�S.RESPOF35I81(dfy. OB TAIN'PEIITS tN�THE 5f #E OF..FLOR@Q_ .. (0)THIS'P.E O.WILL BE CONSIDERED,WA11U 4 ALTERED'BY ANY MEANS. ':. ... (d)SITE SAE('�_PROJECTS.SHALL BE PREPARED_ _ 8Y A FLORIDA REGISTERED ENGINEER OR ARC}+.RECT'ytNkd{W+gLC-;L�CO1A !1'Et EH TgNEER OF RECORD(£:O.It.)FOR THE PROI£.17'-�ANTA KIN0-i4Tll.'Fxa RESPONSIBLE PROM USE Lk'THE?E,:D:ENGINEER OF RECORD,ACHING AS A OELEMNIED-ENGIMR,TO il<E P ED Elk'$4EEJi SNNI:S.ItBJ{L'TO THIS LATTER THE: $pE0fp7t.OFtAKyh�7K'FOR (e)•ORM09NAL P.ED.,SHALL WAR THE DATE,PIv17 OWINAL SEAL AND SIGNATURE'OF TrIE F$O 1:SSO9�-:�CINEER OF'RE.OT3Fj'41itT`PHEPAREp''Tf � CCt}�f�bp{1����1 [0a1�tt������qqy}�� C Y1 u �. ` F4V1l�tRt ULNAiLW !li )'L ifeSs?rttY Narrlc,aaa,�"ui�� � if Lii .- rAAAi� ..ry +P202 {6 Teca 1� W7oav=may,N.ia�°°u��.sDaP1 O N , mv ( Lw AccordiL�Il StllitteC;Systeri. t�v�r divfi tvja�tv No.441 7 ; , tMLltf t�5TIN6 J;Iilric i2GUNEe12)Nc COMPANY ua: ;Shuffof ;*.sfoj is e.r,' c Ler�aR nA _ crux os raz -m d.,FLORIVA W10t on lnc, 1 _: wD 17�1oT Ili CAW- 7 2 02a SiRT€ ' p�xsI 1539 Yan '.(505)6t1.151 axG$ (cslTsulHls'f�rlva ro �� 6 rmm L IdCdByytiom D6(ANTN� N0 9 11. ,i'oirn Bea"' F4 `40R{� wAltxa rnu�i1J P.E. 4. _ 0 1 • IN", sl.:.. fyy:�Y,.xI� T12YTDA 1� �sil9r y a, ONAI.�i�A;it�.t+i/�f�fl�1'fllflEf�� .�._ .. - _ , ,.._.. ._ ..:, . ...._...,, � SN g� k i ... .. 77, :ry s jhx k, QL_it3' ICE 3HV liNtFlERSdL COvEItE :UNDER xU5 FATENT- 9asHk P': .QVAUREO'fir usE:Yaf.' t1rt+ Er W .tiv ebot ',.:., -HY WINA0IN BLA17E* _ �ns,-Ys niwv,.aroA reu��� :' �._ �.ourtu��u�Fa� ust„ w�r sns3-7s-euox At;d�xetrixEce ra ii1_40145 O�JSC b BLADE(9 6' EEf 19 .66$ um A .. '124 '. a. ... .. ti7.7•, k: .. 17 i LAY7, r , E A TEMP ! ,1_ ----------------- Loe „ g 072 F..4L3`c 7):HY Apt�o aDAPT�R'WILIP 0UAUI lEG;FOR USE.W HV. t 8)I N 'W�Ll4—OVER.TRACK mlt em cor Ion, 1�1► k .f?t}R TRACK., e�Ao �s) QUAMED t'oR,u�E W/ ilv �Y IE� �I H 7RACtf ' .zss a a .. fO65 7k`kt:lOT AksLT*1F.l+kFE Et.A0E�i1 ,WALff3E0 FOR USE W/`H . cuAu r FOR.•:Liss ut/ Hy 696s tt Az;axn t Mace SCAE "i ER so63 TB 0 mi"MP 'QasuYiF� A FM tNGUARD/ �tv r l7� t '4 k srY vuh�s fi�s,, -G! SLADE � ��-oar �.bs� � ��s � •� oaa a°� � �' P �tac. Mart , I �6 Zti$,g.•mF ker bmw ��k,.... 5h i. ��• Q6a �fi:<. --�Po.[ a key, � �' J . � �3u CIUICF�FO„tUR'U5E"Si/ HV Ht30E{jOP�o'f, Os�+3 Fkff�� Ct snitoY�.Na uPeA ONLY, t``Ow"ir,EO rm U5t'tV/FN`BtR+3 , { WALL F�EAp£RCSILL SEE. CTEQNS fOR;VAUOtTY rc.SE'Cf1ON5 FrtR"YA OUA'IOIrt FO USE A/ FfV'„ SLALDE 1 UNLY„��'" MPEI? .CGkAt NE"r .A @ QUA.0 to tOR=.USE yr/;hY tdUt� ANG see 1 z �z MAX. oa aAso CQRPJt R BU stro ( csUkrifk�e. o us Wf rnr.- _ ss•7 „Ax' Si lG` ?a ON$Y, i i ;r* B tkdX,{a,t .+Baal ttBT .[tiVRAS AfLLrr 71MO; t1! i .ITioctt I(asrtkresri Zone' .. IFj f1 µy C2d2PTaw.Ju�� - - ,. tY�4k(C �� it .F1 tom, �y eta41 7 T M-�� Amerkat+ Shtu#fer.;Syst6rkts Y DCSCI�tPkfQHt uRrc cruvrx e u A. 7itLCF tES?INt� dc: OIN6EIFtG CAMPANY, -- M3 N,W:Sc6r. .'� V'iRtllNU�hreiHI+s'gArsRx:'SstG< ... t an,,l k OLD 17-107 a,17f20s1k?uC#>M"MT S?t7E CfF rnana CwsJssk xs taxCatk_ka�k., a a6ttdxrc>S tls:,t7rivg x �•• yy O:�C�, 'CR �:Q. :""�~` a- CA•^vO+�IM S6116 PeP 5A C Nc ue 10 6 44 , , saB 1 1 W7�, r SHEE Z .Di 20 �.... _60 aya R 2.203' fig- fVr I WADf u,,.,.:,.:».r w .'^e �'-F S �t C.. e r• '°z B7MD RVNIm .. •" r] 9. ..,,,,,.a2 .t „'; "Q o d r RT E � c 6_ 4 �� Le�+c4 ,rnmut 4 +sstrmrxra f' + ��`'Pw �� kLtiS'fa anus (04w-E PIAm) . — t,, F+°t` ��T'- OEp'FpR S75E'6V/tiV'KADIL 3c P LY Mt: � 3s l." m HY LpCk"; 'i ► :EGRESS G�CK . ".6053 j6 ALLOY ANO TEMPER QUAL IEQ FOR,USE W/ HV BLADE*T)Sc C ONLY t .... 3Q2�...... QUII.iF1ED' 0 SE,tY/ QUALIFIED;FOR:USE W/,Hy ' .. 6063 T6 ALLOY AND TEMPER ZiiV CEO .. ..ONlY, j ALIFZED fOq USE W/'HV BLADEE t ONI hSG 3p $045 TS ALLOY AND TEMPER „� 16".... , ("360'AFTER RIVETING `4! Os) �� imol 1����, � Il`'wit 4„ ���RNET � T+ .x � ': .ett vk+Ruentaa.+teat': u�.4Yt ue+¢E Ftu :Ts+w CENJERMATE . ) ! 9110 r a H ,t eiMoT:PtAfi FRC'ti,�TtE'Tbii-k, HY MALE ` EQUAL. 1 _. r LOCKER O LOCK "T" L [�CEMTEa►�b � QUALIFIED FOR USE,w/ HV BtAOE"L 6NLY t 'HV'FEMALE""[" LQGK CENTS@ .` ��T #kT1YE LOCK •• 6063—T6 ALLOY AND TEMPER � QUALIF_ FOR USE - ^gPAMED FQ1i'USE W, HV :OUALIFIED;FOR US •.V/}iY:BLAQE QNE-Y` Q,Ur1{r7E0 FQR`tISE:W/ HV BLADE�T Ot?Y' W/N31 iA0E( ONLYs D1(UE',LjC)NLY, :60:63=TB ALLDY AHD."IEMP£R` ... .. S063; TG�ALLOY AND TEMPS ... " - .. Ac, (-1= 2, { e :.� Tttrra8ttts7s 3 a 21 } Hb CEE#TER A j A ENG 066. t ?�"t D CENTE I ATE LC1C QUALIFIED FOR USC VV/'Hv,'W 4li QU111 Ic{i f0R' 6C63.T6 rTynr awry xcEpTx �. " ; a EF QUA1I TED F�3R,tJSE W NV BtALE _...`l y a x I i 39 FD63-T$ pLLE x kNo TEMPER g 'E KEY tYJAL1FIED MR'[!SE vil FiV;6EAQc u. W,aE6Ersr�ARnt MOO[SE;_ Ks":Sl_msS zxs Wok gat:r:Lobk, �rys�`a�LRr"c i �L RE urTt a r/T. aL`.' ' TMlit i aCREYYS �1 „SCE.a arlatil i D F+ ssr av !iv'a ,CA .. LED:A7 TR1tCt FQR'FR,')PER CM t3tfAi[FIED FOR UsE vt !iY_BIADE ` . ^...;0111iL{FSE6;I pf tlsE tV/ :v CDs r :._ (}A' I C{ ( t�I ig)x e3 oci: Hur iGGaYe> one, :....`\```` '... /j,rrry� .. .. ... 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A2)MHfIMU61 EMBCDMFW OF 1/4'0 x 3/4"ALL PWMI SOUD-SET ANCHORS,5NALL BE 7/8'DITo TINE P0ma CONcAm no EMBEDMENT li 12 10 8_ B 6P15, 6 l: 14 2t0 ;:4 $ B':6 4.5 14. 12 t0 B.•N D a SS ,,_ INTO STUCCO SFMLt.BE PFRM[TT®. i/4'0-20 S.S,.MACHINE SCREA.USED SIfAL1 BE,;i 1 2'LONO MIMNIIN SNDUL?STItCCO EN75T,SAND _ .. j 14 121 to 9 '�8 $(6 4:p. 14 €2 I f0':0 8 $ 6 9 9 14 .12 /'0 t& 'A 5 ,0.4A :•w -»-r 1'MMMUW WA11,5 TN NO STUCCO ' {a /2, f0 B 7S D.5 J3 /9 12 10 a 8 0 5 14":12 10 1 H $S 7 5a9,t"4 4SR' fAkS.C4 USE€OH FOfi F -- ,_ #4, 12.10 H : B k ,4 I $ B 55" 14 -12 t0 Swj_45 ,. 0.S)IN CASE TTVtT PR£CJu'F STONc(±RECA57`09NCRE;F PANEIB,PAVERS bR lOt(vEIIEER BE FCUF:D ON 7HE'E1OSith.WALL OR FLOOR; I t9 7 4< =,1a ti" D. 9 p"�"ps`.'S: 3.5 t4 12 10'V 0l 5 '$ •a _ ... Ah'CKR5 SIA U BE LNG ENCIM T0:RMH THE PAN STRICTURE BEHNO'SAID WALL 1`14M iES,'A MOUGE'3FL41 BE AS::Lko�AlTE6 oft f4" 12 10 -9 e l�s',„ t2.111 `9 A,•:.$1 45 74 t2 t0. u: 0 $ A,::' .7s € TES A.f)6c A2}ABWE:FOR DSTAUA110NS ON ym,r HG OR.EFS w"OR WITHOUT METAL STUos CONSIA.T THis ENGINEER..FOR I9 t2..95 75' 65 S.S.E 14 12 SO :.9 $ 7.r,1.5 .4' 14 i2 t0�B j p $ 49 33 INSTA¢IATTOH Ni7elf's•WITH NETAL SVDS sm SHEET 20. B,-O. t4 12'10 B 8 H 8 14 l 12 $ $ :.8. 5'.t4 12 10 [i(;8 td t212 Ip g,5 7 9,6"4 3 14 72 a E5 6:5 4 # (B) TO E7CSTINO.CONCRETEITLCCNi(Al"fM C-fA!) 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B.2)MINIMUM-EMBEDKNT OF 1 49 A 3/4'ALL POINTS SOLID-SE€ANCHORS SHALL.BE ENRRELY EMBEDDCD,WO M 0ONCRETE BLOM NO 14 12' to E 9 B t 44 t2 10 F 75 (.5 14 i i2 teS 17 rs,5 Q _.}- W..... .ENBEDMEifi INTO STUCCO SHAH.BE POWTIED. fj4'a-20 S.S.wzmc SCREW USED snALL BE I 'ij2'Low AEN&u)A SHOULD'SN000. t4 ti.5i 75 9 4 { t4 4t(( -59 9 3.5 11.1 6 DS 4D 33. ff Ti-is e�es is = ti' t2't6,5 7 &5 "k.�; =.T4 host a:153 Ew T.Alo t'MRdptW FOR WALLS WITH NO STUCCO.. ` - 1$8.5 55 4 14 12 2•, ;? 1 H 4.$ »- 14 it 7 ..,D r+At€3.9 -_ M3)IN CASE;THAT:PRECAST STONE PRECAST CONCRETE PANELS.PAVERS OR ANY HENEEIT•EI'E MAW DN THE Fy=NG.WALL OR�FLOOR. .14 12. SO B r75 Id t`{a a OS 5 1 .14 12 $ e 5 - .ANCHORS SH?Sl BE LOW ENOUGH TO R£NCH THE MAIN STRUCTURE BEHNO SW WXL FIN.'SHES,ANCHORRC.f_.SHIL BE AS INDICATED ON I4 t06� 7 n3.5 3�B3 t:5 3 �a _= """- to T7s 9 s S" .NOTY;*a It I) B-2)ABOVE.FOR IYSTAllAtIONS ON VINYL.5itNNO OR Eff5 WITH Qft YATT£OUT L+ETJd.ONO$-CONSULT 7HYi ENGINEER. t4 tt'75 $ FOR OISTALIATION INTO EIFS WITH UETAL STUDS SEE SHEET 20: .12�1-15 T -µ 2I B'I.7 1 D 44. - i4'IC.. 7 33,4S� .`.. (G'2 R,Ft WJi'HORS S BE INST1.)).ET)`I'Ck.COC�lftft.`ALl OF Tc1E'(fELDkM6J9OA'TIi7't3 A€{IT SPES7FC."+TNN+4F""}IE AkCSKiFi'S kAhUi' itF¢E. . 2S 95 5 I.. � t2 .. . r ,4_ 16 7 - )..-.,_- -}-:'14 1011'7 SS 45 - =1.5 1L513.f+4.D' ''-.. 1'D), me SCHEDULE BELOW FICA.EME:015T,CE`CFO VMUL SPACING N:1RTiONSHTP,FCk`,AkCNOTS_ 95 7 45 p °qf 14 cSY75 5 ,2• @ tS 4.5 4 - - 14 t2 10 '1 j 14 12.1 B ss SS tJ YO1Q51 5 ♦ t I'.. 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