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HomeMy WebLinkAboutProduct Approval ° 7 7 �f4Y r .8GF5 Loma log In is user Registration 1 t Ge' t -'DEANN I E 7 tkations g`tontaa`us i 6Ct i , �_ Li asl E�rcii to a Lida CsSiori H 086359 0 Produo#Approval'.. °F M om Ex i es Jan 28.2025 USER:0661it'Ussr BoSdtC Ral Notary Assn. EVIEWE® FOR PM40d AS WMOI Mantis y,-c,dod 1?',Anpiieatlgil!�eargh>-�j:pircat" pppRcaCioa Dotail'= REC- ®E COMPLIANCE NOV ISM21LUCIE COUNTY FL#' :FL389 R10 Application Type 'Revision. Code Version 202o St.Lucie County kY>��®�°�° AppbcaLion Status < Appr Permitting Comments Arc hived Product Manufacturer •American Shutter Systems Association;,Inc.. Address/Phone/Emall . 4268 Westroads Drive West:Paim Beach,FL 3.3407 bfeeliy@easternrrFetal:com Authorized5lgnature° SiII Feeley. irrodriguezCi°easterncnetal6eotn:- i'echiticai Repres`eintative, .Address"/Phone/Erp 11 Quality Assurance-Representative ' ;0dress/Ph9ne/9maii: category Shutters Subcategory Accordion fiompliance Method; Evaluation,Report from;a F166d6,kegistered Architect or:a Ucensed:Florida Professional Erignegr i_vai.uation i2eport-Wardcop Received Florida,Engineer.orArchitect Name.who developed-the.,%Vaiter.A Tiitit:3r.PE: ("valuation Report,';„ Florida.License Ko44 , :,Quailty-Assurance;Entity: National.Accreditation a.nd:Managoineht,Irsstitute Quality Assurance'Contract;Expiratloq Date 12/31/2021 Wilidated,.o John Henry Kampmann d'r. Vaildation'Checkiist'-kardcopy-Received certificate of Independence. E1, 89:-_'1210 I AtSA &6DE1 .per- F�i,3_$0 R10"COI COI'A$SA B1 ADE-1 2:Cdf_� Fli389 R10'COI'-COI-ASSA- BLADES!ff Referenced,Standard and-Year(of:Standard). Standard Year ASTt+i,Er1886 2011 AST.,M E-1996 2012 A!T*-E-330; 2002" `TAS 201,202,203' 399A Equivalence of Product Standards. Certified By Sections from the Code Product Approval:Method Method 1 Option D Bate Submitted. 19/15/2020 Date Validated, 1i/06/2020 Date.Pending FBC Approval 11/06/2020 Date'Approved' 12/15/2020 Summa of Prorluets FG# Model,Nrrimber:br Name Description 389.1 Bertha;liV Accordion Shutter-Blade Extrtided`aiuminum,interlockin4:blades retained_by tracks;(top 3-{Non=FVtlz) D'r4g:20465 and bottom)for sLorrrr'protectign: Limits of Use. Installation Instructions . pproved for use in.HVHZi_No FL369`1t1i9 iI.ORN1iNG�ASSA BLADE3:pdf Qipprbved for.use.outside HVHZ.Yes Ver fied-By:American Test I ab of South Florida;Inc.. Impact Resistant.'Yes Created,6y Independent Third-Party"Yes Design Pressure:N/A Evaluation Reports Other:Large:MissiWLevel D";Maxspaw is;.IV-3,"for:40.of 'PL339 R10 AE PER ASSA BLADE3.6' positive-ASO load and 13'=0 for 35 psf negative ASO load the C,eate&by Independent Thira`>'arty:,Yes HV3 blade.w/a wi[idow•i?lade,5'-2"-for t.10 psf ASD�load for:.. ' ,HV3;blade w/o:av_'indow;btade and:8'-'11"for.62.0,sf,9,41."for SS psf=HV3'hiade_w%window blade;Vorking.in unison'Aax:span; . r ' aiafr HV3 blade Nowindow blade fo ns into,,Metal Stud walls is 79"for max:ASD pressure,rating of+72 12 and 84 i:for.:+64,-64 psE,See sheets"for other spans and,ASO: ' H . pressures. 889.2` 'Bertha-HWAccordion Shutter-Blade.1 Extruded'alti" um inkedbicking:biades.retained by(racks,{top Only-:((Von=HVHZ}='Dnag 2T-ib$ and kaottom):for storm.protection; Limits Use Installation f. Instructions, Approved for use tin IiVHZ:Na ,' �t3iQ. 'ORWIN ASSR :BLADFI: Aooraved`fof use outside HVHZ:Yes Verified,By:Amerlcatr,Test.Lab of South`Ro'Hda,,Inc.. Impact Resistant.Yes= - Created by,IldependeniThlyd,Patty Yes Design Pressure:N/A Evatuation Reports t7ther:Large missile levei"D Aa`x.,Span is 16-0"'for:10 p:s.f �'8�5 RiO fiE PER ASSA=BLADE—-0 negative;ASD load depending on ce,ritermates and lacking rod Created by jndependent ftiiril Aarty:'Yes ton figuration forthe HV1,Wide,8'4.'for+64, '72;ps f.-A:S,D:. Load forHVbiade:for Keystone mountings 7'-0,'p.s f.for�metais .stud'•ntountin js art&s?-&for 110 pas f,for HVlkworkfng In' unison.See sheets'7,1f and�0 respectively of installation drawtrigs for other spans and pressures:. 3893e Bertha;HV Accordion Shutter- [andr uded aluminum rnterlaeking`bladesretained fly tracks.(top. COMBO-:(NoncHVNZ}-Drwg,Z0=163 bottom}°for storm pfotectioii' t:imiits.of,U", Installation Instructions Approved for use in HVHZ:_No . EL389 Rita ii DRIN ASsA BLADEi 2 pcd Appr+ved for.use outside HVHZ;Yes Verife4 By.American-Test Lab_of South Florida,:Inc. Impact Reslstapt :Yes Cre�'tgd°by�IndepQrsd+�t►t liitrd'Party:Yes i7estgdPressure �N/A> .:: Evaluafion_Reports '-` [Jther:Large missile.Max span at 30 p.s.f,R515:load ! < for Blade i and.18 0"forglade 1.See schedules'on:sheet 12;, `CreaYcui tiyindependentThird Party Yes= 25.aitd°28 respectiGely`. � _.. Centactustii 26018tairsibneRoad,Tallshas ee.Fti2399-Phone:856-497-11324; 'The Statebf i=lvr3da:is all zdsysEa aiiiptoyeq.Cagpht.2tlt17�Qi3.5tataoF FloridA.ti RC)VNcp_Stat9rnEnt::lteGosSifillizy Staf�iai9nt. :r(eT+inlStat�ment Under Florida lasv;.ertail addrossasare publicracorits:if you do not,vwant youk t-mall address releasad in rtsponsatd o pu6ii&records mqusst do not send 41eamnit - .'moil id the offic+r by phone-ort y traditranai mail. -'�pursuant:to Section 455.275(i), l:tcrida Statute:,effective octoiier:l �fltZ,;licanseas Iieen,ed tuii7er Cnapter.gSSt F.5,must provide:the aepartmeiit with'an email addles;it they have one,it. laemaits .. .. .provided may 6eusxafor olfic`ial,communiraticn witn;the ficensee:;Howevar,email addfessGs""are public record.If do.notrrish to,suppiy a.personat address;please provide ilta aepa(ttpant with an'emaN adgrySs whlcl;can 6e made available io the public.Tp detemtlge ff you,ar4'a'(i<ensae under Chaplet-455,F 5.,please click 3+re 'Piodu�Apipro��voiil.Rccaptah .. . N a iuM liy . GENERA�.NOTES: i..BERTKA KY ACCORDION'SHUTTER SYSTEM BHGWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.O'.)HAS BEEN VERIFIED FOR:COMPLIANCE IN ACCORDANCE-WITH THE 2020-(7th EDITION)OF THE FLORIDA BUILDING CODE THIS ACCOMM4.,SHLITTER SYSTEM SHAM.NOT BE INSTAELED AT HIGH VELOCITY HURRICANE ZONES. n - -./� ..... . DESM WAND TRAITS SHALL BE DETERMINED AS PER SECTION 16M OF THE ABOVE MENTIONED CODE.FOR.A BASIC:WIND WM REGUIRFD BY THE JURISDICTION WHERE SHUTTER WILL. TABLE �OF ��CONTENTS.. BE IhSTA11ED t4TM A 4XRECTWNAM FACTOR Rd-G.83,USING ASCE 7-16 AND SHALL NOT EXCEED THE MA>OMUM.(A:S.D.)DESY`N'PRESSURE RAITNW INDICATED ..... -. - .. .. ... ON 94EM 11.THRU 15, 19 Nk 20 IN ORDER TO VERIFY'THE:ABOVE CONDITION,ULTIMATE OE.SMN WIND LOADS DETERMINED:PER AS'fE,. 8 SHALL.BE FIRST REDUCED To.AS.D:DESIGN wRMI LOADS: ARtA 1: MY S ADES C1 A4 BY MJLnPL*nNG.THEN BY 0.6 IN ORDER TO COMPARE THESE W/LM.(A.S.0)DESM PRESSURE RATINGS,TW^..ATED ON SHEETS I T14RU 1S. 19&20. GENERAL NOTES SHEET 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS PZ0-AS TESTED.WERE:NOT OVER STRESSED.A 33 A INCREASE.1N ALLOWABLE STRESS FOR WIND WADS.WAS.=USED IN 7HE1R SYSTEM COMPONETNTS. 1-20 SHEET 2 ANA.LYS-HDWfi M A WHO DURATION FACTOR CD-1.60 WAS USED FOR VERIFICATIONOF FASTENERS IN.WDOD.. .. SYSTEM COMPONENTS 21--37• SHEET 3 BERIVA H.V.ACCORDION SHUTTER SYST'EWS ADEOLIACY FOR WIND AND,LARGE MISSILE MPACT LOAD HAS BEEN VERIFIED IN,ACCORDANCE WITH SECTION tMI,2 OF THE.ABOVE MENTIONED CODE AS PER. ATL REPORTS TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL WINDOW BLADE do WINDOW DETAIL -HY SLADE O $0214At-03,0071S.01-03.01004.01-05;OW4.01-05.10317.02-OC#QBW.Oi-10 AND f6210.01-11 AS PER,TAS-201,TAS-202 AM TAS-2D3 PROTOCOLS AND'ASTN E-IMB AREA 2' f(V BLADE Ct AND HV WINDOW-BLADE CUiI AND E-1906 STANDARDS(MISSILE LEM 0:WIND ZONES 1,,2'&3)&:#.122Q01-10 AS PER Tys.201,20A R 203 PROTOCOLS-LARGE MISSILE OOHERE_AT=PL#ram C .-HV Yfi=W UL40E.SLq'J0300.O1-08 AS PER:AM E-18%FNO E-I"O 0MASRE.U 04M 0,:VAM ZONES 1,2.3)BASIC.MTECDON ONLY 945 1 0725A1-68'AS PER TAS 202 PROTOCOL TYPICAL$HIrTE.4,EIEVATNIN&NOTE$ON.LOCKS SHEET 5 INSTALLATION DETAILS A--F,:CONCRETE/BLOCK SHEET 6 2.HV BLADED AND 1FV WINDOW MADE a ARE ENGINEERED,To WORK NN.VNTSOH WITH EACH DRIER UNDER THE COOK LIMITATIONS AND CONDITIONS OF USE'INOFCA7ED ON SHEET 19 INSTALLATION DETAILS G-M,COIJCREZE/BLOCK SHEET 7- 3.BERTHA N.V.ACCORDION PINS(NV SCRLVtS),USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS,STEM.BE$14x2.75'AND i14x1,75'RESPECTIVELY,410-HT MINIMUM SERIFS CEMERMAT£. DETAILS tN SHEET 8 STAINLESS STEEL SCREWS WITH MO ksi YIELD STRENGTH AND 180 W TENSILE STROMTH.'PINS SHALL.BE COATED WITH BERTHA LN DACROSHIELD COATINO SYSTEM AS,MANUFACTIIRFD BY APPROVED CENTERMATE ALTERNATING DETAILS HV SHEET 9 COATING APPUMOR5;REGISTERED WITH AMOWAN SHUTTER SYSTEMS ASSOMATION.PINS k4UST BEAR THE W MAIMING ON THEIR HEAD: END CONNECTION:DETAILS 1-6.CONCRETE/BLOCK- SHEET 10 4.ALL-75 AUM-ALL SLONIS MMSHALL I ALUMINUM CONTASSOACT WITH ALLOY AND,MATERITOPEALS AS HOLGATla"PLY WITHSHEETS 2 A40H3:MINIMUM TH YIELD ALUMINUM DES.5043 T6:ALSRY IS 30:G:hy-AND 36:7 ksti R7R� MAMMUM.SPAN TABLES SHEET 1:1 6(XL4-T5 ALLOY.ALL ALUNDAHL EXTRL510NS Si CQMAOT Y7TTf1 D155bSLkR 5M?ERIAE5 SHtV.I.C04dPLY WITH SECTK>ZU I!-6 OF THE 2015 ALUMINUM DESIGN WyUAL. ANCHOR SDfMJLE-CONCRETE&BLOCK SHEET 12 S.ALL *4 To lik SIARLEW SIUL JV4 ON SUM ATSI SERi£°o NRL COMMON RESISTANT CCATED CARBON STEEL AS PER ON SM0 1 WITH.50 kM MIN,YTab Eu1Tk"f'FOTH AND 90 ksi.MIN.TENSILE S'IRENOTH: ANCHOR SCHEDULE- CONCRETE do BLOCK SHEET 13 ' AND SOWl COMPLY-Wy FLORIDA.BUILDING CODE SECTION:241.1.3.3.4. ANCHOR SCHEDULE- CONCRETE&BLOCK SHr'ET'14 6.BOLTS TO BE Asm A-3D7 CALVAhnm STEEL,OR A151.304 OR 316 smss.STAIum STEEL WITH 35 w A6NIMUM YIELD STRENGTH. ANCHOR SCHEDULE-WOOD SHEET'15 7.-SEE'.HE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:NY BLADE(D q 12.13.14,15 AND 20 INSTALLATION DETAILS M-R.WOOD SHEET 16 '1N 80A6E 0.&: 'WORIOha IN UNISON:12, 13& 15 INSTALLATION DETAILS S-),WOOD SHEET 17 a.THIS BERTHA N.V.ACCORDCN SHUTTER 9YSTT7d BEARS A US.PATENT X779.882;COLIPOREMS OF THIS APPROVAL ARE COVERED,,IN WHOLE OR IN PART BY U.S:PATENT J5'458.179 ISSUED TO EASTERN END CONNECTION DETAILS 7-12 de X, WOOD SHEET'18 METAL SUPPLY,WC; 9.B-SI{:iLL BE ME liYSPONSU07LRY OF THE CONTRACTOR TO VERIY THE 8S}tIiINIGSS QF.THE s1RINCIT}RNLX G WHCR SHVITE^A U*'..'TO�:.,W'AT'(etO.H 'SLY IN»<UR.E;'PROPER.ANCHORAGE;CO14TFR,CIOR 7tb:Sr^..AL/CAtR.N: ,.. _..... ALL SHUTTER COMPONENT FA0E5`-WT9tOH REMAIN.THRU FASTENING IN CONRNUOl1S CQNTACT 1'V0H IT,BUILDHG�TC1 PR£VEM'•WRNb/ROAN{(tFRiA,"ON .' TY''LfyAL:SFI#IYTER;Ea.EVkTWH' 'SHEET S9' 10.MR UNIT MUST BEAR PERMANENT LIBEL IN A VISIBLE PLACE WITH WARNING NOTE DUfi1NC PEif012S•OF MURK"WAR ARM HOME DCATNER.`TENANP;DR OTHERS,MUST PROpEFQ•Y CLOSE.All NV AN0 AND.. CENTHLMATES AND CNe;AGE OR-LOCK ALL WAND NO LOCKS. .. .. .. .. - -- .n71A 11.iW-"TL IL'IJtbWJaL DEFMbNLY; 11.SHUTTER MANUFACTURER'S LABEL.SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION.SWIM H'ACCOFY wrt WITH SECWN 1764.9.3.,OF FLORIDA BUILDH O CODE:`12,vE 1-m-SHALL D$" 1NS(A1ElA)TON'OEFN METALET` o WAllS': ... SNEEi€2CtI. PLACED FOR EVERT OPENING.-IASOM TO COMPLY WITH SEC't(O4 1709;9r2 OF THE fu t210A 6U2�G tom, . 12,BERM N.V.ACCORDION SHUTTER SY9Tt7,t'S INSTALLATION SFAlL COMPLY WITH SPEGi!(f01fR1fD IN j}95 0 'IAA,PULE ANNT�R1ILLq.N-Af,}O�SON t}r..REGULATIONS.PROVIDED EK T?+E:' Ck WNZT y-- - _ PERMS IS APPLIED T0: 13.(o)THIS P:ED.PWAREP BY THIS ENGINEER 15 GENORK;AND DOES:NOT PROVIDE INPDR6.CTh7:°N i LOk A�S1T£.,SPEONF'.C,PRD,fE�°T<�14.•41 RE THN STFE.CONDITIONS.DENSE FRDA1;'FHC P.EA.�. .. .. ., - .. (b)CONTPACTOR To Se RESPONSIBLE FOR.THE SETFCRON,PURCH/SE AND INSTALLATION(l4CLU61�i q LIFE SAFEET'OF.THIS-PRODUDY EAS.rD.DN T7lLR AEb.,PROVIDED HE/SHE,LmES.4t OEYFA T FPOM THIS.: D�iAV�II'jG Y.� � ' ME CONDITIONS DETAILED ON TMS DODUNET.CONSTRUCTION�s�LTrAr s�Is TILE coWRAC�(¢'s r�Poros=$Itty; � . °'PERMITS Its`THE SE'IAI.L ONL STAT BE FUSEE} TO E OF ,f1.ORtDA...; (e)TH*P.E.D.WILL BE CONSIDERED INVALID,IF ALTERED.BY ANY MEANS- .. (d)SITE SPEpFIC PROJECTS SHALL.ESE PREPARED BY A FlgR1OA REGISTERED EN4NEEFI;OR ARCi 7FEC1':WNKxi WILL OECEM+E THE-F]Y NEER"GF'NoD(E_O.RJ FOR THE PROJI'L`7 A11b INAO^IA'1L BE RESPONSIBLE FOR THE PROPER.LINE OF THE P:ED.ENGINEER OF RECORD.ACTING AS,A..DEiEOATED•£NC1hm TD THE.P.ED:.-E1*4mRz SHALL:SUBMJT TG THIS LATTER THE SITE rFECl110.DRA4,79OS:FOid- REVIEW. .,. - (e)•OTICHAL AF-D..SHALL BEAR THE.DATE 4ID ORIGINAL SEAL AND SX,Y4t IMPE Or THE!?RCFFS901NtC.„ENIXNEER nF''RE+rCTUD i'T)AT PREPAREiX'TT : _.. .. .. _ M Razz.:N6k7" ro�I`�..�ur'sisntT+�� b k �Yr \�cEtd :;. p� ° �+gw Accdrdicib",Shxtt&r Sp m. IF . Rr 6s L IN C. E LLB'aAIaE>1. '�Ott�li/4 ttY kfdrJwd AOE No.441 iT` ::c- .• Ti133F TESTING &EN01FifEING COMPANY 'AIRBt�DCtf S{11tf�tiF ` FBf@tIUS^ H' OLsc90enaN nArs9dsxNt 5r N '* e.1NT as,:TEEN 51u.•.fi1i.A,>RLNaw, a.rekOFNs.Flornta 3J14 'Ei6CEN3}f4i1T4 t1'1� a;. OLD, T7-,107 Idl'212D2 1A'Sla... b' STATE �-/, . ', Pwrm;:.(sa)aTl�Tsx+ Fax+(sas)671-1s 1 4268 .YNsafauac3s'.Dr€v x 9 n c� a-mo :Laccaaoo com �Yeat% -h Beb FL 33467MLITI t Jr.RE 4.... ,_...-.... D,.F.V 1 :Y.. I�/Fsri`•... C}\ 1`LlNi11�A'li P 44167 4, .L v){EET F!/V dNAI .Lt*LaF kW-SICNATUREf DAcE s. E.2U I "r•, ,,,E �a wkpotr�G, .:,4C7 ��,, r.._. .w „;".'1 78'� ""'�-.� ,. �;K,�y ...... ., j _ gg S iI 8� arm { 3�14,UNIYE RSA! FtOA'liR ��atr STiIRTER . QUALkZ1EB OR US - „QUALiFIED foR USE,tS/.HY SLA 14V SWE ... . 1 hi,f1V 'W�NI�EYt1V BL:QCIE*. .. BGii$-T5 ALLOY,,aNp TE>XPEa-,` UAU �+FOR U_S�E-.;W�„NU 60"-T6.ALLOY AND TEMPER .. !S MITATIOys W.USE O BLADE'-a 4 EE£i 7S ,TE•tLLpYO A t TEtEP . - 124 Y d 'AR6-K 1 C�L'>1�t atz '���.a�i�i�'�1PTE .-�.�P � Ctuau tEn FOR usr Yd! HVHX WAIK CMVER TRACIG. t 6} Y aRal, ,� R 7R�,CK eEAar ruAunca tna uE w/ r,v �' x r r .. .. 6g53-Ts'tit4x AtED.'TEt+iPE < SLAW OUACtFIED FOR USE Yt,%,.H� .. . 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'PEt�YF hex JERSEY tYl034 UH'F!Y7L?L. _ "° QURLiFIED FOR USE W/ HV BLADE:E t GNLY : �' O G 6063-16 ALLOY AND TEMPER - QUAL§F€Ed:FOR USE i3UAttftEO•P© .:USE W/'HV " 9UAkIFih ;h RaUS :W{)W C�{ f)f..c1 4h1(.l QU LIrT Ytl °{I"aE W/ HV BLADE 1 {3#itY yl f�CE �}SidL'i:; ga�pt i+,9mLY:,. 6063-4T6 ALLOY AND TEMPE: :.. : :n668`KG ALGtIY�YD jEMPER.:' - :: . F . II t_ PA 4 qZ dCay� R ,R..� SW Xt t� fj• yY-r�.- t t'f.$ �S31t.. 3t o f T U A/�v,-&I AD {6063-�Tff,,,a�lEi,GY..b& Ft A n� ,. f3R Clad Yi NY:3LhU ,1Av & r si. a-xas w,a 1? 6D63 is Ara crw �dta tF >g • � •«° AL4.°sL tRiE3C+H�+�N43xtA ". -:. ,. -'' ._ �jl�' � � riHU�3EtYF,'RFt ter xRtsa) a �i . tr>tt FCC US- t/'NV"i3Ls 3isa .. N e - Ttt *,;{ _ T. -- "51F RE6EFs7'4LRP.i�V1,RRE 6fl3{EIfS£ t,?r�f,�iS,gi353.,.,>R <fidS3 Y6;A2.,LOY,Rk�R:SEME�F7 � iu nLiArGse' iL '€ LF[RE /is Tk�UMS R 5 QV IFE aa� B'At,' R.�CltS'FOR.PROPER.< OMENT,.. c)ALFs�En:FOR-USE w� �nr err�� ':. ' �ta� ��t,�a� ,�s> syf �w�Ata�� ..;;__. 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DESIGN PRESSURE RATING, yi"' '.aSJL wslay asn t>crocM' .1N5'TA?3'.t)ON5 ._ .v ,ave' A",1J.rJ^%N1tr,C. c10.'1R/,ttSlti!? ..:.P '� _' .vztAtro¢ ,�T +"t. D'tERM€NE MAXIMUM SPAT!1+'FROM SCHEDULE. _ .... iMm .. &r. TiArow fLgQR/CSYLrsi.HOtlf7t5�r:� M RATING,PRESSURE OUNTING & M` .; YCUf+tt'?G, ,.,Lf I E Ie�EJ#tr tJCnJtfif� a{« ). stx .,(++sr'L IaYJi+fj - DETERMINE RAXI QM $PAN ELGN.FROfA:SCH£OULE. L faT Lf El r.. _ L+ tN6 !ia1 t .r E L U3_. _, _ F FiIiAJ.MAXIMUM,ALLOWABLE 9P11 IS EOJaL.TO Ttr OR ER,SPAN 1E4 )& 0 ""i 6"D'. "'T6 O t"T �0 .:= 0 "&--0'.e,_,T -O` r ..6" YS-8' t8•-fl° STALATIONS INTOR 0,r D SHALL'BE,LIMITED. t r- o, psf...A:S.D.HDEWON PRESSURE RATNG°F N M tfA DETERMINED SPAN 6£TWE£N'L+'AND-L--, . {.„.,,,....... :> { -..,.,. -: ,:•^_ d .: ,„ T, .t5 ^ (3)PROMOU.R:TO CETERMINE'MUNUM SPAN FOR 4�, - t3titD .I f3 1CY tl4 2 1 ,2 4D 1a YO t3 IG 0 )4 E . .�.-�., ,,.�..«_'y"' ..,: _._ `. .;.......... •_.....-,-,- - ;•a ;. . ,._.,.�.......,,._. - .�'...° .. TO....•' COMBINATIONS 1N BETYiE£N WAi.I.AiOUN'KitdGS -R� 't5 + id '�' HV CORNER CEN iERIMTE®3 MAY 9E USED AT Ai:l.' ;- i.----- - "W%F100R/CEILING MOUMiiNGS: 59 tZ 12 5 t2 6 x tS 7 5DT1 S t2 5 SC S? J f3 l MOUNTING INSTALLATIONS.LOCKING SPECIFlCAT ONS SHALL�E AS'INDICATED ON MANDATORY CONDITION �2 FOR A GtM4 POSITIVE A.$.0,DE=N! PRESSURE If aYZ�4 Fj(t i['-0 tt G SU #O 2 16 tS RAT 'NY 9.S"- L i�R�4V;X.SPAN F'CKi WALL idOt.'NiING CdST?1LtT3Ck5. 7G.._ TD°8" :'€fA 6 �7 _ `:fiE`-6 ;tt3 E • 70 8-3".r- H +) _.. .. ... NTING _ NOTE 5 SHEET 5. .. .. _ .. ._ ':7G ) :1A«'4 6 I . T'J ,, 'S•.:`. '+'i`EXCEPT THAT MAXIMUM SHUTTER SPAN°L+'OR rrySTpLtpl Ft:00R/CE3LlNG!KOU FOR S iG' 9 0 tff D T fO'-G .$ IfY 1 t0. ' - .� ^.!L- AND:AiAXWM A.S.D..DESIGG PRESSURE M11NO FOR FOR A . BS - 9 8 S 8 8 9 10-.'+ "85 :9 6 '9 6 .. INSTALLATIONS INTO CONCRETE OR CONCRETE MOCK RATING,Ot .VEN IJ<1;rtTNE-A.S:D.DESIGN PRESSURE, c 4 J q 3 10-r) 90 '$ 31A" 3° - '5HALC BE UMNEO AS FOLLOWS: �SLIMlTEDNNECTIONS TOKEYSTON£ MOUNTING - MfJAX.SFAN FOR WALL MOUNTING INSTALLATIONS. _ _ L . 0.-O -•7 ..'t{}O ,$ E "MOUNTING®ON SHEET Z.. D 8 0 SPAN, SEE STALLAr SPAN FOR.FLOOR/ UNG MOUNTING #Oc .,.. 8 �. A7 Y1 6 8 8-e t[t5 ? t T iT n _ -- CO S FINAL MAXINU"A ALLOWABLE SPAN IS EOL44L TO THE .FBA -��' SEFARATf:ON MRauJsf euwcEu,"4 'Lx "..'LJ 4NO,"'uTQ ;GLASS SCHEDUL qu TO t25 7 tri ( 6 8 8 0 8r 5 ig5 D C 8 ALE.O'NAEi£,SFM RM N Ul {XS ,41 �1Nk�iUtF; Y GN ESSURE RATtNO:TO DETERwyiEa.RtAS1MU 1'�MCHOR` . WIND ZONE. Mfg Nl , L,«G;� 135 Yr 6 e a i B 79 t�3 ) 7 a-a' xa r s I )T 7 T a tars 'a s j'j„ ASTM E-199& sEPA. 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