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HomeMy WebLinkAboutProduct Approval BCS5 home ILL Sn .User itegstr�Lon Hat 7apics { Submit Sairdfa s ,rg Stets a Facts Patiitcaaons ,. Contact us-' gGISSite'.FA,ap i Links i Search- ' �" Product A{tproval::. ' t15)=R Pukfl3elisaY ' Fra+fuct nifttrovai Ma.nu s;i'�taAria`ot,Anotc�t�siri'Sgarct+>��i2Pii<ahon Lit>Apptiution DatnB:: FL# FL389 R10 1 2 �® F®vI Application Type,' :ltevis+on.:< �®�`�� Cxie l�ersion 2020 !1 �j I _App katidh Status, "Appr r® tAPL1� ®®�c,� Co Co nCnent ST o �- � 8d l3®cc Pi`aduct Manufacturer . Arnericati Shatger5ystemsrAssniakion,,TnC: Address(Phone/Emaii`: }268 w6kraads Drive<. 1lVest`Pa►rtt BSach,F133407 A.561).209-SZ63.' bfeeley�easCeititnekal cqm Authorized.Sighature_ "Bilk I eelega ' � 'iradriguezr'�easirernrnetahcorria: Tethnicailtepresentattve; Address,�Plion Owl i •e'uaiity{�SStirahCe ftepresetativeVU/ ®�y AddressjF6one/Erraii` - - 90teg0y,; Shutters -Subcategory" Accordion compliance Method;; Evaluation Report'from a Florida Registered'Architectbr a Ucensed Florida, - -Professioria('Engiheer 'Evaluation Report Hafdcopy Received ElondafEngineer or 4rcfiitect hame,' developed the-.Walter.A;.Tillit;3r.P.E; .Eyaluafian<Report°,,, Flonda i Icensa€..:._- PH 44iO.i ' ,t�fraiiCybAssurance Entity ` " .. =National AccreditaE€on anii�Manageittent Tns;3tUte Qi aiity Assurance Cootra;tz,, pirat n Rate 12131 j2021 UaTidated°8y. 3aftn Henry,"Kampann,-3i;' "W Validation thimklist-Hardcopy.'iteceived? GerkiSc te;afTndependersce:: P 3$9 `10 cal i Ol ASSA BLADEY�r�df �j_389=R10 i pl GQi-AV A;`BLADEI 2.oi3i .EU B10 Mlk':COI ASSA BLARES Ad iteferencei Standard,aTtd Year(of 5tardard):: #�tidrd A5TM E 1886: 2012;< A WEA9S6' . 2D12�� ASTM E-330' 2D02`; 'TA5 201,202,'261 Z59a" igryfvatprica of Proituct Standards; ��erti�ed:BY Sections from the GadB Protluct Ap`praval Mtoth6� Method€Option D` bate SubFnitt-& 10J151,2020, DataValiciatetl ; . - , .,:_ `11[06/2£i20 Date Petlling FBC Approval. 'SiJO5J2020, fSate ApINV ; 12/ 5/2020., Surtima .of Products:, : Et,# 1Made1,Nte bdr be Name Description= 389 1'; Bertha;tiV Actaroign Shutter Slade^ Extruded aluminum interlocking blades retained by!tracks,{top 3 {Non lifH2};-i�rwg"z0 165 a dd`bottdmpiarstorm pzatecti _> U of4.Use Instalt;tt�on Iii ctio�s -:Approved for use in HVHZ Na. Fl 389 Rio iI"ORWING ASSA BLADE3 Pdf Approved for use outside HVHZ,;Yes.- Verified ay.American Test Lab ofSauth Fidrida,lnc:. fmpant:Resista�t Yes. Created by-Independent?hicd:Party.•Yes ° .Ctesign;Pressure N[A - _ - Evaluaftion 12eports Uther:Large Missile Level"D".Max sparl Is4V 3',for;40 p st": FL389'R10-AE pER A A BLAt]E3 poAIs eASD load and 23'-'W far35 psf,negafive ASD load the _ Creati d.by Independelt,Third-P.aity:Yes: £iV3;bia8e'�v10 ii�dow blacle,5 2"•for llU psf A5D load for, NV3 blatJe wJo wtrtdow blade and 11"for:62 psf,9'*11";for 55 psfsNV3 blade rirJsvindov blade tvorkrng in:'untson:f•1ax span °far HV3 blade wJo.vVindow_blade fad jrtstaflatibns into Metal.,.. .Stud vualIs'is 79"for max`;ASD pressure rating of7 �72 and: 94n4aryf _psf See;sfieet 5 fge other'spans and ASD., pressures. _ %389 2 '"bertha f#V'AccordionShtit2sr Slade 1; Extnided aluminum inlerlocl.rng`plades relned,by tracks'(top Only (Non HVHZ} Dnvg•2t3 164. and bottom}for.:storm potection, U 16 of fJse' Ins#alla#ion Instructions ApproV@d for yse In HVtIZ Na 0 aid ''DFWma'ASSA BLADkL Approved fbr use o}rts�de. zvyes':, Verified By Amencah Test Lab of South Fibrida,tnc:: Itt►Pa!tt Resists t.Ygs: `- Created by Tnilie q denC'Tttird DesignrPressuirel N/A EvaW! tion Reports., rl7ther Large missile level"D"'t�aX.Span,is`1S,0"fur�30,p,s.f �389 Rib. ti) PER ASSA LADE1.pdf . negative AS0 load'tlependfrig on centermates anct kicking rod Created by,Inlependent Third:Pattys configilratian`fortl a HVl,blade,8',-.0'for 4, 4, 72,p 'load for-NV blade:Eor iCeystidne mountings 7r 0' p s,f t'or m- etals :stud ntidiindngs and 8�0"'fbr 11U p;s f for-HV1Aworking iris. unison.'See sheets 7,11::and 2'Q respectively of,nstallation drawings far other'spans and pressures 389 3:: Bertha,HV Accordion Shutter Extruded alurripum interlocking li.lades reEainetl by,tracks,{Cop; = COMS-,OF;(Non HVHZ)-Drwg z0 163' and,Eiottom)for,storm protections . Limits of Use Installation Instructtais Approved for use i! HVEi2 Nast FL389 R10 II�ORW ASSA BLADES Z,� Approved for use o utstsle HVHZt;-Yes, Verified By American Test Lab of South 7 lorida Itie,; -Im actResistant Yes:" " Created by Inde ntlentThird<Pa Y2s p,« pe rtY: ;pesign>Pressur NJA,a, Egaluatioa�Reports: rOther.Large missile Max,16,0 ,span'at 30 p-s.f ASt)'Joad.'. FL389 R]0 AE PER ASSA i3L"ADE1 7 acif- for Slade,i and 18 0'for:Blade 2i Seo schedules cn:sheet 12;- -Created by IndependentThird Party.Ws 25 and=2s respecFively ` i oliiact Us;;2bOt 8fa)M torso R+iaiS,�T,il&hassed FL 3239'9 Phone dS��-487-Sfi24 'rb®stata'of mavlda s eq AAli Ea srhpioyer; pypQt 6Q7 EC133 Sxate of Fiand :_.:C7r vaxY Statement::VF tC® ilikY'Statemant.::Refund Siiltement Mer Florida Caw ith I addressesare pubfieia&rds-tf'pou do rtot;F am your"iu address released"ih resoonsa'to a pnblEc-records raGues4 do not sand elatxrpifie:- -s'malC to this'entiiy Tnstend Lnntact the offico.byphona=oc by hadiYConai mail df you have anjr questions,-pfease contact BS AVA395 °PuisuanC to Sechon ASS.Z I1j,- fConAa$tatgt0S effgttve Puati�:r t,Zo12r>Iibansdas liven ed undef:Chapter45S,'F.S.mWst.prct ide the-Depalim arit;vurth ao ertaii address if LhsY hsva'ona T he efriatCs. - _ - -,. ttro�tded„may ba used'for?ffi�a}commdnCeatlon wrlfl.tfie;ICcansak.FYoWaver elrwi!addresdes ara public recwid.,if you do not wish to supply a personal address'pCease ` ; `glbvida the 0epartrtCeh�w ib aR,eRta11 addr ;`nBCchco+i.be made aGailabta idttsdpubC[e FodeMrrniaeif ycu are a t4[ensaa under Chapter-}55 Ps i�leitsa dtc44'1 re.. product Approval A�eiaAts; •Cr��it�ar��.- . GENERAL NOTEa.:" I,.BENTIU H:tl:ACCORDIONi SHUTTER SYSTEM:Sf=OYtN ON THIS PRODUCT EVAf.ILlTiONW D)HbViFE fD �CPNCJ ACCOROACE T1 T 10 { h f0aO THE .OWDA.,: W ) E BUILf%(dG 000E IH15 ACCORDON,&NUTTER, 1. SYSTEM SHALL NIT.BE INSTALLED AT NIGH VELOLYI'Y HURRICANE ZOH6: _ .. � . . -TABLE OF CONTENTS i DESIGN.A6TV0 WADS S#fALN.BE,DETERAINED AS PER S1CTION�1624 OF TNE.A80VE M£74IWt,tFD GODE..FOR.A'.DAS1C�Wil�SPEED REDUIRED BY�THE JURI5014TXkY WTTFJ7E SHUTTER WILL BE INSTALLED)M A MRECRONN3TY:FACTORX61686,-USING ISCE 7-16 AND'SHVl HOT.EXCEFD THE[S0Rd3AA•(A.S.D).DESISN;PRESSURE PRTINI POCATED' - i.3 .ON'SHEETS 11.THRU 15, 19&20:: IN ORDER,To Yk7m,THE ABOVE cw&TON:LR:mE bmiv Am IbAOS DermINED mR SZ 7+•16.SWdL:BE,PIRST REDUCED TO A,S.D' DESIGN::WIND LOAM. _11 14V'bLADES(1) 0 ..:' ,ETY MULTIPLYM THEM BY CIS IN.OROCRMD COUPAJIC THEN.W1 LVVQ:(rL$D)DESKRd.P;RESSURE,RATINGS I NDICAIED ON SHEETS It 114RU 16.19&21L ... GENERAL NOTES SHEET'1 IN ORbift TO VERIFY THAT COMPONENTS AND.ANCHORS•ON_TITS"P.E.O:.AS;TESTER.WERE NOT,OVER'SIRESSED.A 33 R INCREASE.N.ALLOWAME STRESS FOR WIND•LRA6S.WAS,.nj USED,IN THEIR. .SM-EMM COMPONENTS 1-20 SHEET 2 ANALTS:HOAEVER,A WXD'DURATION FACTOR CD-1M,05 USED FOR.VERIFICATION OF,FASTENERS!IN,WOOO., SYSIEM'COMPONENTS 21-37 •SHEET 3 -. BERTHA H.V.ACCORDION SHUTTER SWMd S ADEOUAC'/FOR WIND AND LARGE MISSILE IMPACT LOAD:NAS,SEEN VERIFIED W�Ab6W7bANCE.W 'SECTION 1 SIM1.2 OF THE AA[NE MENTIONED CODE AS;PER: AIL'R£POR ES - TYPICAL.SHUTTER'ASSEMBLY 38-44 `SHEET 4 TYPICAL WINDOW BLADE&WINDOW DETAIL, -Hv :p,}oatli:oz-as. D715.01-D3.ltco4Gt as..�lil4.or-ws.lbsa7.o2,De;/osa�.o1'+D uro. ' eas. AREA(WHERE HV BL��AND.t�tV�'wINDOw: �LpDE A; m. , - �O2ID.0/-IT AS PER TAS-207,TAS=262 AND'MSS=2O3�PROTOCOLS�AND ASTLt E=1,... ' AND E-1996 STANDARM(NNSSILE LE'VM D,MD:ZONES 1,2'&3)&�112001-i0:l5S PER TAS�201;2b3&.203 PROTOCOLS LARGE MISSILE- (�_E APPLM ... HV"ARNDOIY BWgL 0 9Dsas,O1-08 AS,PFJt:Am.E^I8$6 ANO,C-1996(MISSILE,LEVEL D.,YAHD 20NES 1,2,3)B414 PROMOTION ONLY AND:g:0725.01-GB.:AS PER I&202 PROTOCOL TYPICAL,SHUTTER:ELEVATION:&NOTES ON.LOCKS, SOW 5 . INSTALLATION DETAILS A-F,,CONCRETE/BLACK SHEET 6 2..W SLADEdAND IHV WINDOW BLADE a ARE'ENONEERED TO WORK IN.UNISON WIN EACH OTHER UNDER IRE CENUM U)AMK=AND CONDITIONS OF USE INDICATED ON SHEET 19. INSTALLATION DETAILS G-M.LONCREfE/BLOCK SHEET 7' ' .. CENTERMATE OETAtS HV SHEET 8 3.sum N.V.ACCO1$1MON PINS(W SCREWS).USED AT SLIDES,KMNCKLE MD FOR DIRECT MOUNT CONNECTION T0�TRACKS.SNALL'SE®14zx75"AND'8140.76'�RESPECTIVELY;4.10-HT MINIMUM SERIES STAINLESS STEEL SCREWS MTH 13&0 I Mi YIELD STRENGTH AND ISO W TENSILE STRENGTH.PINS SHALL BE COMER WTTH BERTHA W DACROSHIELD COATING SYSTE31 AS.MANUFACTURED BY APPROVED CENTERMATE ALTERNATING.DETAILS HV SHEET'9 COATING:APPUCATQM REL55TEREO WITH AMEPICAN SHUTTER SYSTEMS AWOCIAIW?C PINS MUST GM THE KVL MA14=GN THEIR HEAD: 4.ALL ALUMINUM EXTRUSKINS:SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS.INDICATED ON:PeETS.2 MID 3,M041 L M YOM STRENGTH FOR:6063 T A6 LOY IS.30.0'ksT'AND 353 k i FOR END CONNECTION:DETAILS 1-6,,C(NCRETE/BLACK SHEET 10 I ! 6005-75-ALLOY.ALL ALUNNUNUM WRL'SLONS IN.CoNrACT WITH.DISSIMILAR MATERIALS SIOLG COMPLY WITH SECTION II-6 OF THE 2015 ALUMINUM DESIGN AW tw- MAIRIMUM SPAN TABLES SHEET 1.1 . ANCHOR SCHEDULE-CONCRETE&BL{JG[< SHEET 12, , S.RLJ.3CF&14S TO BE'b'TAINL.ESS STEEL.W4 OR$t8 ATSR:SERIES:OR CORROSION RESISfAdJT COATED CARBON BFF:EI.�.AFr PER SR-S1t618 WGIi 50 Tmi MIN.YIELD STRENGTN�AND BO I,sI�.MiN.TENSRE STRENGTH; ANCHOR SCHEDULE- CONCRETE&�BLOCK SHEET 13 ' AND SHALL COMPLY-W/FIMi9DA.BUILDING COTE SECTION 24113:3:4., ANCHOR'SCHEDULE- CCNCRE7E&BLOCK. SHEET 14 ' B.BOLTS TO K ASTN A-207 MVANM STEEL.OR AM 304:OR 316..SERIES'STNNLESS STEEL.WITH:35 W MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE-MOD SHEET 15 7.SEE'HE F'OUA741NG SHEETS:FOR ANCHOR SPECIFICATIONS:HV BLADE QQ'e 12.13,14;1S AND 20 ; INSTALLATION DETAILS:M-f,2. WOOD 94EET 16 so BLADE(D&{� WORKING:IN uNrm:Iz 13& Is INS'1'ALI:/L1TON DETAILS S-%, WOOD SHEET 17 END CONNECTIO.Y:DEFAMS 7-12 &X,WOOD SHEET'18, .8.THIS BERTHA H.V,ACORDIM 9HLFFTER SYSTEM.BEARS A.U.S.PA11WT OW779.582.COMPONENTS Or,THIS APPROVAL APE:COVERED„IN WHOLE OR IN PART BY U.S PATENT g5.458,179 ISSUED TO EASTERN METAL SUPPLY,04C. NCtQ1P! gl��O 9.IT SHALL,BE THE nsPbosm TY OF THE COtdtRAC70R TO VFRlFY THE;$OUNDNESS OF':TFic 5FRUCILa`)it thiE3FE SHUTTER EIE 15,T0 ATFAQNF2,TLL;ftsii�e:PROPER.ANCHORAGE,C¢{KACTOR�LO;SFJi/I�'A;v(y: -E -(} ( ALL%IUTTER COMNPOHENT'EWES WWCN REMAIN,T19TU FAStETNFNG R7 CONTINUOUS.CONFAC3 WITH YF£;BUILOEHG lb,PRSV'NT•WiND fetWi 7NtR1154Ti1N:• . Sttv!QI' 10.EACH UNTT:LMUST BEAR PERMANENT LABEL W.A MIME PLACE Wi1H'NARNINO NOSE ,M3RIgG PERID03�OF 1RURRICfDIE yisINLHGS•HOME OWNm..!EtIA t DR o'TTERs, MUST PROPFDtLY cENTRwATE5 AND ENGMic OR LOCK ALL HV AND ND.L0Ck5;. .:- ` . • r�r y'• a _ E Q,;t17`( 11.sHttPlEa ETAt.'UFACTURERS LABEL SHALL 9E.LOCATED ON A READILY varBlf LDCdiroN AT"ACCOADi0E1.'SHUTIER iR�NYdT BtCE'WN•Ri SECTION 17Qg.9. I.OF FLAR10A•BUILDH40 LOGE 0HE L/ FS'..1tA8.L .= iNSTAiU0.T1DN QETAf1� #A£TAA.'STUD WAILS:. S1dEET` '. PLACED-FOR EVERY'OPENINO.LASEUM TO COMPLY WITH"SECTION 1705,9.2 OF THE 1,09,0A SUILOING CODE 12, BERTHA.N.V.ACCORDION 571UITER SISTEM''S INSTALL>IION." COMPLY WRH vec.'F{�%DtC4Tdd I:ci. .... ... .. .:: ... 'T�DRA.'ifNC;PLUS ANT-@����(7G`N�;;Ztb$MIA{.'t:(tEGt/LAT10N5 PROVIDED EbY T➢.ifr,cfURiS"DFGF!&1t j4(H5'RE.:; .. PERMIT 6 APPLIED:TYL 13. (b)THIS P.EO.PREPARED BY TtilS ENG3NEER'IS GEN'ERIO AM O GOES NOT Pib&E INh`&MATTOH F37R,.A SLtE:"SP[CaF1C,IxROJEOC t.,Y+✓cIER£;+THE S}7F.C"ONDUIONs DEVIATE FROM TAFc;D;.E.a.. (b)CONTRACTOR TO BE L$SPO#ESIBLE FOR THE SELECTION,PURCHASE AND IN'SIALlATION'+N"LUj1T44 UFE.SAFETT OF'TFt PRUDUOT S)vl M,,OM THIS;P,E.D...PROVIDED NE/SH$DOES N17�TiT.VIA.TE TF.IIAi.' rt t �,Dt 1#�tt!tt 'SHALE, QNLY'.BE rKEb TO THE.CONDDIONS''DETAILM ON THIS DOCUMENT:CONSTRUCTION SAFETY AT SITE IS IHE.C6f7JR4C R,*YESPOH51&IY]Y (c)THIS.a:e.D,wlii BE cT�isIOEREO.aridiiD.IF ALTERED atiY iaEuis. _ TOM Itt,�'iHE ST>a1�'E pF' �LOR'D;A:� u (Rd)SITE SPEC€FTC PMECTS SHALL BE PREPARED BY A FLORIDA REC4lERED ENTCINEFR"OR ARCHT'ECT'WH�ZIR WRL fiECOAE TpiE ENGINEER DT',RECOTib"(EO.R.)FOR THE PR6*Crf M"D 11iN0 RILL IFS' .. . F-MISISLE FOR THE.PROPER USE OF TIC PLEA..EF4C,INEER OF RECORD:ACTING AS A,gr.=ATED•TaR;1NM TO Vr P EA.ENC1NEP SHALL 5UDMTT TO THIS LATTER THE S7RT'5PEC:F 11RAWNP ...^ _.. (aj OWOaLAE P.E.UL SHALL BEAR THE DATE AND OftiHAL S.FAL AND$IGNATLITC OF 111E F!F�,,ENGENE2'C3 t1F RECORIS rIT4AT PREPAR If Ff FIRS( BUMtaw m C "high; eEacRLy �urrlrisc n.�oi1e (1)11 Otd10 vgeca INC. - .- . . 46, -- �2020 EA:�1'ER,N MM,Ey£AL 9UaPLy". a? . cE C Accordion Shl&er'Sys em e. � 4 S Y;`C4 ADS 9 W/OR W�c�1{Y VAtdOw ~ N0.441 7 lKmerlaiin 5hui#R1r SysfiBrgs. s • ' DEN3N 9Al$ N . COMPA.,. •- .T. i)LL1T:TESTINGi•EkGN4EE$ING NY - -•-• * 1F ° Bads.7 atl w tt S1a 7L9+t &4 rramENs,FLORIDA uI !}ss.01tiliatlA!Im I £DLO T7=t07 7(2f I7ATC ? 2j202D: p't SATE P�,�e°;fa57eLtR t�sso Yax (sos�zl-Isil 4 �IWe�i,f ds'}3 " bRr3ti1NG Na _ o-mo.7Inaoe3bm Wns( ?aim 13enctT 'fl 33407' 3�Sp Fy. 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QIRtffJEEJ`FCR 1 Yt/}3H �_' ,is3, — - YAR1¢5 x.918 5••BLACEE t Sti'fR " � CEILlM[f°kEADER �- pts�t r ct;ttFr usi wr= v SLAD aIDONLY NE4[J��SILi•. t S[Fl p`:tL�f�:tJSE'4�J HY d [fi ar x o +EE1�4 t?eu TfuEtf Q Jfir 1 EC ",Us way� Bi ao �ND wA�, F��ACiFR/S1Lt SEE S C17trT35 fox VAT]G �.FE fl QUlyLJFIFD fT} YJ5E W/F71: G06� tTS AtLG%<<,ANl3rTf7d?E,R 06 A 8 E s , fr �Y7 �~i Ems; E�Jcx,{ �a S � 1 :FfE FOR-Ilk W iy ,�,I#�{)�itlA� At�p��: � � �s 7 w 'asp, so.tso QVAgyp$ ER OSTS i E q jt +CY[3AiiGlil+^F USE:oaf kV UFIM FOR USE o Pm : .,.: 2' 5 A'9jta �t):i3t 6C6S--T4 U..D KD AF — .. dtlG3—'6;Ff.WY A�JUx�jE.MP£N- ,.E m n Zone, G00DE l f+r, ►�it' 7N N n; hutter,System 4.� the �`1� Nt�tlt ,EiV. BtenE�i W/ik;W,lo N.tt �" tJo 94 7 .' Ameriaalt[.Shutlsr S am x"' �- ^^�. 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A2}HN€Q u5N000'9Vi12:BE PtJFRLiTTEI)3lJk'd 10�55 MACHINE-SCftEW USED'.SF{V.L Bi711 IDNQ ItiN€Id!!51 S€iDUL?'SNC'CO EIO ,AND . i4 if.101,e ro a`l a.44 t1z2 Io ;9 a' a :a ss a a:fs az 10 a .1s 46 1`1aTaMtdt-f`Ofi tvALLS W{iH NO snxxa; is 12: 10 a 73saa,sbl 14 tx ta'.o 1r"5 s, t4�z to a sa'°4 /SGe tr7socvsl rai aN s1w iv ,:!:•�: 1:< 12•:/0 a fi i 5 B 6;; H 12(1r';Q, 74:'i2 t0 ; 8 µ6 S^.4.3 -.,. A.3)4i CASE T1YtT;.PREY'A+!T STONE.,PRECA.^a7',•CQNLREIE'P0.YEtS.PAVER3 6R'MiY VENCETI.BE,IOI#NR ON'T11E'OOSTHG WALL S "t0- e 6 7 'F ,�,; to t2..10-:.1t AS 3 3S 14 12' 10 8'S 3.3:3 . ANCHORS SfNIi"BE IAN6,t71 TO REACH THE 41aft4 SFRUOTURE 8£F67h3:SAHD f4AlL FHl89ffS:,ANCfHOf{AR:E:SHALL'RE'AS:L'{DiCdREO ON'' Ta i2 iG a 'e i7d'pan -14 2 10:: "6".8+` 6 45 14. 12 10 'S' .a< e:4s. 75 €bTES AS)g A2)AWM FOR INSTAUATONS ON V0M SIDING:OR,(TF.S MOTH Oa iTITf10l1T N'eTAL:STUDS I tAT Fk#S EikdNF.ER.,.FOR 14 12.8.5 7.5 6s 4.S 14 t 10':$ a 7.5'9,$ .4 t4':12 10 ,5' tl 5 € d DS - IMSTAILATWN:&VT0 f•T€°5"WITH NETg SiVDS SEE SFRE'P 20. t .12'10 '9' B': @ e °t 12 ttl• a 8 ,:a. 5 14 Tg 1o: ®• ,9 a"' 1I A"«i . r{ 12` to § 73 SS "3 7d 12 tC dS 7 S,d.,a; 14 11 a E5 6,3 s 13 ft. (9) To.061I G CONCRETE BL=(j mm C-90) t4 12 to, •9 B a 1"�""- 4 12 so �9 3 II.5 `.5:. n u. tz f0 E.d a s 4^f-` -. - --7JF'C TAPCON'OR�TAPCOIi NiM AOVANCED'T492£iDFORM-TECHNOLOGY"�,'AS^WtNIFAC€I&tED t1Y I.T.W.9UFtDE%-. >.! 1 t2. 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Contact Us i BC:S Site Map ' Links i Search Product Approval USER-,Public User t Agtsmv49 N4nu>r v.parr z>-a g,_";,tE<� .Pict:>u�.iay'rran L:is}.>Appliwtian Detail FL12246 R5 Application Type Revlslon� code Version t�2020 V eD ^C Application Status Approve � Aq ,aNv GO Commentts' V.Archived � v S • JB®G Product Manufacturer Expert 5hutter'Service5,Inc. Addr,4ss/Phone/Email 1626 SW Biitmore ST Port St. Lucie,FL 34984 (772)871-1915 EXt106 callexpe-t�aol.cazn Authorized Signature Michael Heissenberg. Ile C®VY callexpert@aol:com Technical R.epiresentative Michael Heissenberg Address/Phone/Email 1626 SW E3ltmore St Port St Lucie,FL 34984 (772}'871-1915 Ext•106 CallExpert@aol.com Quality Assurance Representative Michael Heissenberg Address/Phone/Small 1626 SW Bilmore St Port St Lucie,FL 34984 (772)371-1915 Ext106 CallExperl@aol,corn Category Shutters Subcategory Rcll-up Compliance Method Evaluation Report from a Florida Registered Architect or a Ucp65ed-Florida> Professional Engineer Evaluation Report-Hardcopy''Received Florida Engineer or Architect Name who develope&t.he v✓alter A.Tilsit Jr.,P.E. ,Evaluation-Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2021 Validated By John W. Knezevich,PE. Validation Checklist-Hardcopy Received 'Certificate of Independence2.�4ci R5 Gpt COI Drbvg 20 063.p Referenced Standard and Year(of Standard) t rro ayLl ea ASThI E-1996 2012 TAS 201 1994 TAS 202 1994! TAS 203 1994' Equivalence of Product Standards Certified ay aO- Secfioris from the Cede I Product Approval Method Metho 3 i Option D Date Submitted. 08/0-112020 Date-.Validated 08/19/'020 Date Pending(=BC Approval 0 10/2020, Date'Approved14113/2020 Sutnina of Products FL* Model,Number or Name Description 122416.1 t Nautilus Rallin4 Shutter System 'Extruded aluminum Nautilus Rolling Shutter System Limits of Use i Ilsstallation'Instructions :Approved for rise its NVHZ;No 12246 R5 II #xpel Shdttel PE?Orw 26=0 d Approved for use outside HVHZ,Yes Verified By:Walter A.Tillit Jr„ P.E. PE 44167 Impact,Resistant.Yes Created by Independent,Third Party:Yes Design pressure:'+160/-160 'Evaluation Reports Other:State Missile Level"D"wind zones 1,2,3 and 4(basic �i,12'246 RS AE .Expert 517utterPER Drr: 0=0 !> .` protection:only).Pressure rating: +30,-30 p.s.f.at 20'-0"spar: Created by Independent Third Party:Yes (wall;mounted)and +160,-160 p,s.f.at 8'-0"span(wall mbunted)'with 1/2^slip.See sheets i5, 16 and 20 for additional pressures and spans, yrrtact:he::2607 Mile*4grry Road, EL 2?,,s99 Phone:VISp-467-1 A?4 The State of Florida is an AA/EEO.emol%yer.,•C�,,•,rzyr,g, ,,(1"„1•;�;• fl� 'i r I: ::__ Lb -•.� &S e raib+IlCl Statemaht;'Refuhd.:Statam4ht _ Under Florida law,email records.If yotr do rt6t wmtt youi-mail address reieesed in response to a public-records regUestr do net sentl eleFt(aal,: - mail to this entity inst is-contact the ofce try-plum.,or by traditional snail.If YOU n'rvy any"e:NOM,pkease cantatt 8501 487.1395."Vur.:uant to 5actkntt 455: 7;5(1j;; Florida Statues,Ofedl,,e Octubc; L,33.2,lie see,,ticensed under Chapter-M%R!3.must provide the hef:artmeiit with no emali Ed&Pss If they have one;the emails; ,provided may be used fo:-pffidat communication wivii the;llcensr--e..Hoviever s•mail addrk+sses ate public reccrd..if you do-not wish io supply a personal addnsi,please- prov da the St.epantntint with im email nddress,.which can be triads ewAltble t0 the public."ro determine it you aYa<n licensee under Cl atlter;5s, dick,'hera' product Approval Accepts: - - Safe I I I t3itY n V0lJU. 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'mil ✓f i. �: [ i 21 Com'--iECTOR SLEEVE 20 I)t�;4f c RSAi VJI 7i OtZiVE 5riAF i ,� r ! ✓ / /' fig -+"� 24 c 0h%-l OCTAGONAL iDI ER END ay--) . IbLE:R FsRAcKET VMITf 18�/a1�'II G Iry f AP �_- ASSEMBLY . .. S ! ~f ^• ,.✓ �'i 1p141td•1hy __ ......- .",.., ... _ 1 tRS°3t,�^'�`u CODE (*l.sr; flirt Gefr,�;ity H�.frricare Tana} U.P. �?, .� `�.$•: �A S-#a'� .�..-_......_� r tiU . 4c i ` 4 PELi3tTxC i73a 4 0&E�0r1 �EiRke pCcu P9.ti7 • CR/ SH MEP.SERVICES'A C. os r c3 ecooa l:isx>s UM,Fx,.0 Ne'PO aaalmm rt,,j r�s,s aij Y �) id-'QCA6T19 Y+ x,ntER d.V1,: + .. rMr�r!1 ort"�.ew li: Vu .n. ... . ` i•LOtA�.t3�,d 44t$T . acasr n + SncEi 3 ar 39 . y��.<` E(}�}IQ• �h`fr,+'SEA4�Sli,`iANP.CjCL4,TC ■. r ,. ' Box l� r/7 aox ®V/s ��:v/s �K� RY/s a� Yi T END CAP + _.„._. END CAP---- A END CAP. / �. -END CAR SEATS .._.. _....�. .� ...s.ATs _..__— SL _w _..—:_.,._.. _., -------^-•-�' stars ........_... _._ -�_ .SLOTS SLATS ° -- #a } i jif, - `s FI __.��,..__.... .._.._. _._ _._._.._......._-..__ ....___._.— I ------ — --— ! •':Tr ...,,,,.--_-._ .-.-__....___ _._..-..._.—. F t -.... L i-_____ __ ._.._______ D 1 t ^� —._. L e .......... _._._... � --- __ — ; ................... ...----- -._._.._..........._. .—. tTYP} + - ......, .11 _ i _.....__ C[.n o t- IF R ST•7RM RAp. PC In?" ._.. _. r, __ __. F i �,y f ��v/ j� S a ,�"' •`^ 4a< SLAY hytvx PLYTc) ; i r P0N_i.Ta _ )E T'f 3' L S' Lti EiJf�r=(FVA !Circe BAR$ i r407'-. SEE & ° 3 FOR COMPO.Nc P.tif o.Et t.: hr j ° c-it itiS�Is!r 4fi fir ? t �, Y'T��iri.:. 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POLLOWS0 ETY p, 3 ..THEREAFTER ALL THE WAY OOY- E'CH LAT# SNAfl CO':StST OF fkJE(.`.) L T3 C`'>a4'€ �!�Y IN PER, PRCCELIURE r0R AO'1 NC L:r CO-e vY2R0 BELIK el SLA' StiA:,L BE C!4TI iV:UNTIL TOTAL SHLTrTc_R HEIGHI I•S CONPLET':D:'cuA.,mrY OF F#PIAL SLAT NUMBER INS?IUM LEFGT.e:KIrOM SLAT(B�MAY VARY W#TH ' SNUTTEP.'S HEIGHT. ft,) Iun'rna r:,.AT@3 :U^I'ri :I.WAYc--a,'rritr•� ;d€ESjfkil i){�rs _ 4•+ .? C '`4.r"_LNrn ;.n ti co e 2 . € Ov .--._.....�-.,.........,._.a,-.. _._.. _ Sac __.. �� ,T,•, is �T 'f Bloc Ly Fiam na) tri ^�•)iL~ f _ - 7 g _ G i'' S ,.�.e�.a>-�.sw+ ✓',/ "x"��.Ti$.�alA �..� ,�. c1 ch ++•-G" •r----- .... ���,_. Clr.i+� anu81 r ar'a (rs.)CF .P "•r .,"nJ .11 SiATo n iri::, -C L! :-'"4 1 rt, r''. ;`wFiETI TER.V?-T4:�.tAY.. et. q f,3:) r" L •.E..XP Ef':1 Jt UTTER—SEER.��',LJ'iNC. F-..._ ._.•... fr.t'Nt, 'H:;!AT 'SHALL CCN--ST F V;'(_.' t q I+0. 1T.NUygrR. PROVED i c S # ' - . xk9 a a-. MIE CIN4 CV.,VAt1 f 5 W `rw w n :.r_m,uE f• w nFu1FE :YE ( 20-664 hCp NC .,i LAYS OG'n'h N.aRO E-EAN El SAi SNRL!U f I..tfneli: R1O SLAT IS tt:5TW1ED Fr P.i? +,ca"s'�s f.,fy +F�"l-�E..' Ems+ t x�q t>o'�w,l-+-31 € "pRT sr. tagT {t_S4SR , g 10 SLAT 15#NsiALL5D,ADOTBONAL#1 O SLATS Mij5 B USLO 16 COUPLcm THE TOTAL SHU"KRC-'-- STATE U � .S� 1J eA• ircoo'oLc°m rye(Lec -x5t_FAu dT a-rx_Myc, ORAWUO Na � me n,"- •cx>A»rrmrt mrc 5 Gp,R6 (6)BOTTOM SLAT©MUST BE ALWAYS INSTALLED. '.. ,' i 4 :.T. FA. _ TWRtbA Ur./H18? .. �eaYrw �.ro a .�.$ SfALjss: TTJRE/DAT✓s• S/16TD TAPCONS XL W/— POURED-y - 5/16'a TAKONS 70...W/2 1/4"wn. xt xsf8'oR z t2Sxtra ..t a P.3;/a'my auFLDEx TErc 5CRE1Ys 2 1/4'Min.EMBEDMENT _ CONCREI'R EM6ED61FNT k 1 O:D.x0060'GALV. .V.UMIh44=TUBE - a a' - ED STEEL k 1"O.D.x0EMBE Wffl } /" - REOD STEEL WASHER�,24 0;c.` ), _ GAM ,r t' ) .i: .. 5/1fi'd 7APCONS 1CL 45;J:,-:- GkV STEEL WASHER�D 24'o.c. .,� rl •; . .I' /.r `Ai'r `� - hi.... 2 1/4'Min. EMSEDWENF 1 O.4 rTW B LVEX TE Y �2 i h. 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(4)ANCHORS �I .: t-rr" [—(SEE SCHEDULE di)" �"(SEE SCHEDULE'�1)'"� (SEE SCHEDULE#t)- .} (6061-T6 ALLOY} '1': 4S�'ldutlMUM©(itdlETdOR h01(El7D B INiERgH}tRN'PED�MCUhIEG 6WCLIQiS EQCE AF SLAB CC�[ ... r-^-7 EOCE OF SLAB .' .um. ' SPAN OUVERED BY SCHIE.DOLE tb'FOR fNSTALLATiCN CASES i,In&tt ON SHEET .... c ! €J E 1 25, IF APPLICABLE 'i `"'"T ' OR wBOLTS 6 �" 3a LIM . IF MP13C1B;._ 1 f!+ f '-Tli L' -- r T y ( CiFD LCAO�IdULLM SPA0Z A%D SPAN LSSTALL0,N). f �F r l6VUAIRi OW I RESxiTTIAL"CQlILtEft=AFPUCARONS VATH&0.8, f I t .• 41 at 9WIR � ( P-af.!AVNUM AS.D.-CES€0 PRESSURE RATING,. fn 12-e l.'YPJUM WJLL04 SPAO* 3' g POURED CONCRETE 3"x3"xi/4".,i.0'-B" I r` ! i i I SEE SC4EWILF.S$1 &02 FOR ADNIDWAL SPECS. I •.._.(('c=3 ks:Mh.), (6061=6 ALLOY)....._.\ - I�. , g^E1CMOR SCHEDULE 'r<.1 A)Om.AHCL.E F.A. SME �,`r-T ! 1f:' CG 1. ! t �I � S7;"A jTlN 0'6c k...RFSID11FA1 AN0 CCMMEItCIL AFPI.tCATON I t6O8 psi. 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EHF D'STANCE OR n TIC ! !\ T N, < V+r Afl `L I EP. rnT Jc: 5Et t In Y:: .,, 4 FLOORTO CEILING)TRAPPED MOUi�frm* m..i oks iGi 2 iUi; — _ �4 a T[i IW016 ecu t.IxltWx 7 1/2. �ECTlO•J,r, c t .., r(Q"A' INTERIOR AND OND MWWON Y W1 ORIENTAMNFLOA!O r...`,."-,., CN Il _........__.- . .- .._�.. . w .._._,. gam.. Zeno' R`'fLl j,r f ' r�i,tlt.. F.�RTI R .r^ SY�[ 51 t•.11i�../�/Yl 1<.. r1'S�,)_L.I 3 T."u.t-l'F:ea�iE� e ^ Y,( .n I.x ! ony u nra 3 �,.,., f, f. ftE 1 I `�_� r.1.� ?-•n41}Y+� 1Z.1_{'_`%Yr I` ',..441 I. '1 ' .._......,,. ZF p$ S�+Ua tr Sp F rl 'Es INC —� t- �, AI s w ws C,ICI Ul vOR's LCC>R' [L, t8E F M1Mi4E0 7 0 4na rAM'alzl aF1^ti94+. • SIDE RAIL Dt AND BOX HOT ? „�•. �`(AiC"C °" e7 ,._. ._._._._.._ _ SHOWFL•FOR CLARITY f1'• 4 ""_:"""'. wuEto�n f i+`t,s w.mr T1rxo!2 — O �LOR1!P s�lL/SlcwatoR.E/DAtT . EDGE IF APPUMLE"\ 2 2QU(LION DEPTHx1/8'Cont... . - �-\.,7� \ ,7<'. !hA.UM `t+J (TOP de BOTTOM}W/ oR3'4 IttN 6UC DEX Tpt'.SCREWS ,7 `� !S/SG'ti Tlsi'CDNS i 4.XL W/ 2 t/4:' �✓-` 1`0Rx0.06p'CR€.vAN1tED S"EE'EL ,E' )M +Enn'® za'e.e. Ex 024°C.C. E.D. Min.,E.D i- .0 . EDGE IF RPPLlCF&LE•� T'- EDGE IF APPL ASL-f''. r}(kiTINUOUS PCV;,RJ a II 7 5/4'Min C 1 \\;_ 2 __.....-.__ CO9 REiC(Pc=3 ks 4s ' }� Q t u �._.... 2._J r n fJ .. ."\ 7 Sj4" n. E.D. (. � t y . r.._..... ............ --:. r f. { ENO CAP \ f r POURED CONCRETE \ ,ff I I...y...�l � I¢(- ----•-- -' - 7 t F +n:n.•s a Ef"chrin. ! I POURED CONCR^i' Ti-CREiD C IC00 p }� -i3 !(- �.'n U1 .,._.... j # Z" '. ! lift.'t.f .E.I {>,•I(1R�;,kt s I < x,:,. T ci i f GC � � ar 3/8 i Or Rf8 or �a'tiv"•siP rc r1 r, +itrr) - -- Eer1�1-1e ALLOY) R'/8 t t.,aBE „tCif r1 ...7E ED.... k $E., A6,-;,,^! I 1. ,;..�. jE w..� r b r - L �:n nT �v p i ? \„f' . 4LTERt,ATIN E SECTION X'-�(?zr�ai G OR:d�� Fi r� ti�qu(__r, cF 'Ctt!1 mac: TIC .,: eta A.11 f�..L1f .'"1'-'<G f I PER ^tJ F.' r 0.114 Sti . °, _ G I'i I Ffs fl'1i l iQN; ¢ :3T r �1 " f�E., f_ftNtTFRjQ �itl�-jt+t•1! x aw s 1, f S/ ,r. '/ r r�r 'yf 7i i;s, �9?X'�i {J;' ••• ;} ' y u>t,,+CCU. T— TEK SCREWS O3 24' c.c. TO -jJ SS4f � SIDE Cr#L< 1 NOT SHOWN FOR CLARM XZ 4 4+c../d"zG 10;c051-TE ALLOY) hlam f. =" G SIDE N/ (2} 3/4 A tHRU BOLTS TO riV,.l,^ra F XPRNa ., L E G t rttl#ill.th +ir0. `sG"'l'7 (f 'L rr V !cr iv fi�rricane T.o a=cj 4 -� .,a ?V y 1 C' "lCRF 3c dT'RI - y s 't, F M 9 -i _ t x � h!E . r a' 'ulacru c c va Y EX.F E.,F -VVITUP VICES-JNCi k 60 S.Wi iWgUrl rA'E. i r '`+ ...%'•. '.i E kyu'� ',ap+ t W'9 9 r ff0� 54994, END INTERIOR{;HALL MOUNTED MULLION INSTALLATION ,�,, ` aTE u �� i' �.:�Vt719 ` r M.Me) 1-tM.113,0rFr_�y. 1 . ..,.T hF TEii,i OLLff 44 FE. ay.ro ca'avm'.+ ,asx rtY c+¢ �. rcouL'sacm..B�atev ._.r aur'••w ., - sNecr 11.ornc �/i1TIfThZiil4i{ytN�t�-. ,.. ::-• 4 EDGE IF APPLICABLE" - 2 XMUI.UON DCPFH,tii/15 Ctlnt -. - EDGE, PLICAB _._.!/4 0x3/4'ITW:BUILDEX TEK SCREW$ E.IF AP W/ 1"'U.Da0:OG0"GALVANIZED STEEL -• ";"' / WASHER 0 24'e.c.� - � ... �\\ \] \\�\ t \ t,\� +'"V.UM TltBE (7ta fr Ci0Tr0y)'W/ T 4 EDGE IF APPLICABLE, 2 y I 2 1/2 _ $/sea S",PCON:a xl_.ev/s 1 f �,1� Z 1/2 Mn ED: \ q Min.'E D \ IMtn EMKrDMFMt 6.c?:*s e 2 - 1 MIN. E.D. i \ .... - ...,.. - E—f a ....:.... `._..' _\ .... 6 :.. L L__ S! POURED CONCRETE \ I I POURED CONCRETE � - •"� ii 3 1/2 \ I k E" Mir.. THICKNESS I DRERIOR .. \ (f'c 3 ks! Alin) 4'.D(�IOR REVE). t „ . ;.t 6" Min, TH€CKN£SS \° 1 3 F f CCfvi7vuGJS F^^wi2F7) f A, t �a r.•:,,0 CA. .. 1 -- ✓ I 1!i CCftii'REiE(f'c=3 6s'6cn) t I I - 7 / Min. E D j b Min. EA. TFrICKM1=SS :V a. .. ..._ . /2 Min, E.L. /� ..3 4 + '1/4 - Vr4%1/4' (6F 61-T6 ALL�CA) mil. ..._. -. ... rF9St , -_.._. �' .>I:Jm. N: !E E.4. SIDE. 5 .`..• A ,t,`� R l�B EDCE It APPLICABI- ,du. f.:u.r .).. I-. !r' =w ALTEIrtitilATlVc SECTION X?-X2 !11 0R.. ALTERNATIVE SECTION!X2 XZ W! ER IN o 1 n cND & INTERIOR `4ULLIQN �{._ 0 I4Jti_ ) S%i�i, . j LL V Q I. E �8 or j� ! � �S or _ (4 X6,. c .. t )� , �� ! i a P./S or i ° ,= R g1 R'/8I�}SEE' er .: 1 � ` Ro PlAL tiPA� yr'En B SfHHk to ` I R 1 V T N SHEE 25 - � I L NG AND SPfiN % I tE f CC �'Ef E G� i AN MMr• r Ras I 1 /1 ='L! lTI0N5 d;ITyrx6J8 fhn Eu ! 7 ( i`} _ ! y . . . A..i.. A.S.D. DESIGNR QLRJ`. a ; f WIN ,2'-0" NIAXM a1 h T+L RE 's t T41 it.;t. s� CI 't . VALID FOR CON d S tc1 € M It I ItQIC ErE V1/ HILD INC }I f( OR t.... ................ f r ( _ r y ONLP FASTENERS WEDGC..-BOLE. i ANCHORS. R /2 I. S tr 6' x� (mTALj G'N QAsE II r{CI1° APPUGa.T10 r tF' -1(}G.t} { aX args;wt I R s f IUAT144tli, F 5} DESIGN PRESSURE PATIP WvU I _ €! it ! d S(i€�c,r Mt L ION sUltC'NG, V.A!JID FOR CUNNk6fl TO f /2' C dJ�h' Ftu 4 t r zft' 6 EOni-T5 L3C -. .r CO'<-RRETF ! r HILTi t)� .Y,'vYiK 80LT T7_ AI`1Cf, r' '- Mry E.D. CONC'RETE l? t'"2`3 :t1 CO ...Ed, x `f k.,�.{s}i 0 TN�"L B ir,:ut0 SirL.t1Y. - .._,:._.,..,.. - --.......�............... ... __ .... �l 4f x r� \. 1Z' ( a ?'n KAt B T P rXP V}t s k C E[Atf '(j' __._. �J'.._....__.. f8 sim . -Nor s!{ m rOR CLARITY � ivr i k A Ltf Z>' ,a1 ik_c L,.s.i2u� I f! Il IF APPLICABLE �,At� l}{I �(yrj ri - tovK-GS INC, j 4. ac .._3_2-0.r_-. _064 _1t_i.L. H t, il = L e?it.L .; c c-;. ! rbnrr•r r. ri. er A R ` r.+ ! AND. .,. y f ?v^ F r Lam'i a AR C ri Li to L?!tr}H f�±i„i? vi I C'i't i )1Vw 0 T v / cYJF-aca.+,.am LIv�1 F��' f,�i�41J3.,i,J.4 St i�G MC rr ,,,�„4 1i �Al£ tr'8`ro�i •""`• \\` AUff.Y,a E. - same.v °t'�'"'t'av,�'�. s,ma.i.0 we �` -:�, Sf,.1f,I5>HRTtlREIGnYT_ • ; ..: Fu>ruezn.Lc./44n67 , „nw.: ,s ,..s.,.,,,, ,. .shier!LA of sa i u Pr ..—+3'Min. E.D.—^• _ -•----9'Min ED.—,_:m._.y...---OR (1)3/4'0 KVAK BOLT EXPANSioN s_..y--i •j .. _ - i ANCHORS'Q END UuwcN i (ORIENTATIONS#1 & #2). (6061-6 ALLOY)Alum. t 1 TO t1 v FOR (2)3/4"e KVAK.BOLT 2 D�{,oANSION ABLE EA SIDE w/{2) - _ in. E.D:.—..�. ..___,q'ixrn:E.D........ -,.•_Fks:tl0R5 C iNTERSOR MULL { 3/4"0 THRU BOLTS TO v MULLION(�&(1)3/4"0 (OR?NtATYv;1' 2). KY'AK BOLT TZ EXPANSION v. ED P Or SLAB •—€ 'Ec E fiir�,M ANCHOR W/ POURED I.I EMBEDMENT SCO POtti?ED f IF 6Fi9.ICt9LE i I f 7 i,#� 10'AP ifCn4.I.c, CONCRETE(Typ. TOP As f 607TCMi' fr ..� y" MOM `POURED CC:•ICRETE-+ � t i (f"c 3 kDi Min.) 8"Min.THICK R_0'D- it f L '* ' _ is fp [ a n ! L... 4" �X 3 Mrf !' , r, .•, t C .. 0 1l 1 t js 1a { ksi !+n 1 ct s.T • } {. ti-min."lf.;..K RE-lD. �. r {.Yhaci:. .- vp, 77 .i/.-/ i�, I r. ./ �'� / 1�+;•..._.__..Iw. t Ems^" �..... C t L irsT:VB 5 is`f3FsS X3,X3 :�7t tt { i z f —E ?j ?/ti ✓'di(',XX :7 EVP I .CN { 1 --- (o.i'ra.�I,uI _.............. _........ 1 .......... 4 Odin. E.G.� � .li I t v i .i !.••. .."._i._ �_-/ 'h a \��.M y `i.i4.1t/ r A _,a�..or_ser�., -.. �:..i ' at t i` )fir'iI •tS- ! _ . A:r, •4y i 9" �& N �y � 1 ! SE i HO T rJi1._-3 a ,-•, y, e• c a "I .,1 'rl 16 06w t E,I ioio t5(INi!:U "13( )i' i� t d f i ` 4i .y "I•.• ,cTF t r 1 4 i *:.4r s�a� re �s.,a ri .,� ». I 4 ,, _,!�`i� El,rar�:c���£�L�"i�L P,<,ULLiJi iil;;�tid'Ll.,�•I`IUI -,���;,• F ; �;,. � d ..s�� .� �.-w, -' .. �; SCALE 11i =:'I' iiK�Fs�,".•..�.; 4l0``3�.c��„• 5�„{rµ";taT1,+Rs"/G.4`<�', ttmat: �C.Fea't , Qa,m,w vs-•. -..carer s2 a is _ Q$EE MAXIMUM Q(INTERIOR) TRAPPED MOUNTED MUWONS SPAN Mn CD - FJtn. E.D. COVERED W SCHEDULE tb` FOR INSTALLATION CASES I, Is &-II (' (sa SCt'EaLI E eW I'(SEE SCHEDULE jt1)"I ' EDGE OF SIPS T•^ r I I EDC-,E GF 5Ikt3 ON SHEET.25. - r aeawiE ' l , IF a,%mPT3t.I. (LIMITED LOAD, MULLION SPACING AND SPAN INSTALLATION): INSIAUAPIOJ CASE I — RESiDENTiAL AND COMMERCIAL APPLICATIONS I"" t WITH ±60.8 p,s.f. MAXIMUM A.S.D. DESIGN _i' PRESSURE RATING, 12'—C" MAXIMUM.6t—T6 A(LOYX D POURED CONCRETE (. - 5 —." f MULLION SPACING. I t �_ (I'c=3 k i vin.), r3um.XWt.F EA SIDE SEE SCHEDULE #1 FOR ADDITIONAL SPECS. .. HRU T c SEE SCHEDULE#1 iY/ (2; t!2' HRU .. (�. ll� eai..TS Yit L1 ��,5✓'✓ S' . I.vS?FdIAT!ON CS Ie — RESIDENT A , COMMERCIAL A°?+lCAT!ON tl r W Wl ±608 u f YAMMUM A D DaStGN !f{ JIi 12. —O MA I.1Jr7 tv.JLtiO I, SEE rti�. f IG31_ 1 f/i j SCHEDULE ;V1 FOP. ADDITIONAL SPEC-S. CASE II — CO A !ER.VAI_ rPPLICATICN Ff7n ±100.0 p s f [ i ...... . 7'--- FXiTd4Z » I MAXIMUM. A S.D. DESiGi: PRESSURE RATIraG, jl (rt`} ANCHORS- 8'-0" M.4XIMUIM MULLION SPACING. SFE � w - - :: ;sue scEru+F e17 1 sCHULE. rt FOR A7QITIGNAL. SPECS, 1 v,v g s T Q.IQ €t 1 a { �. N Ttt SECTION "3 r _. L Of?i>sIL.110Nt 2 SCHEDULE i !,a I{L x7 tr.tEr<.I:"R MULLION !_h_Y� Y �—....�.._.--,-----.»..4___r____-...._._._._..__._._.___,.._._.....__.__.___._.... ..:...E 4 ' i�..._A�:'lATI^_N.. ANCHOR EYPE s SIZE: MIN. dNCHOR DI FOR it (TYF. TOP k SOTG� EMMEDMENT REDD ANCHOR ( €I I SERE FAIL n AND ROX NOT SROY0 I z-!n y tI LP 1 y i —rs FLIP, CLARITY [ 1 a. i cRE'i S i s XJ o--_._... ..._i._ _ _ pt, X� t .._ ILz trTi r� r 1 n .2` ? 5 1/2- tha ritai;; ,, t js" ! 1,�2• ...a pEEC SCHEWLE #1 r F•+6E GF_,P ( I lKtiL.E._C..'.f.....SLP= ....._:}.t.....� .._.......: IF lrPJCPCiiEi � ? 'IF:.°FiF�F'E. E.D. I L - kin. E.D. (__E SCHEDUiE #f)� _ (S=E SCHEf`U'� �. . ( FLOOR TO CEILING!TRAPPED MOUNTING:MULLIONS G3i SECTION V!.-3 �.. rRDG(IlJ' F+,h YuNnc ty Hurts r Z-ne} : n� f7id't t" 6; +(J ++tt 4..11 I� 'sib a'�I i.MlltJ'^ •.` v a a z r y .:a I .SH} �PERT S d13t 1Ekt SfiNVt £` 21A9G. r— ' t^ ^ '� ,• 1 : F i '� ..J_ l §C«4 W Y j2 Nti .wY•iYy Bx Y'I eF,A S f: l.,-ii,k6:E Q4fYe L u tT „ IL nt.N 1 L I In.;^,5u�:u;,I; r, fL;_,_i-OIN SPAN 44D r":fLLION SFACIri!r ftt�r�� 'i IE7r�3 � �� � � - rL _.. —... —v '. ....... ._.—.... :. " )'IfT,IEQF . ;=- .r J � t � VF4R'`T'"c r u{m�crs-cssa KALE;1/8^«. . '�,,.,—. `r-;'" •+r,p. r....ax .,xs:nr"">ems.-.f_.._.._...— -._» �d/.x tQ (� #.4.c`E. 5"..d61514"zA?VREJola7E•, der sneer tang 2e OPAL' �•. .. . EDGE IF APPLICABLE-,, 2�zMU LiQ9,DEYFHxl/s"Cwnt. \f ,`\ \:-\ dLpe oSrA�a oas .eaFto? 4/ :v%4a@'Saox BUILDEX sRccEn ! 2 1/6" ExOEDMEW 99; .w.c ✓,,✓ WASHER aT 24'o.c. 734' 41N.E.D. EDGE IF APPLICABLE-, r 1 1/2 - ) 1 I •__'" a (�` :f r'`�' 7 3/4"Min. E.D. ...................... r.. ------i_""T c i f CONTINUOUS POURED 7" CONCRETE(tc=3 ksi Kn.) 8" 6';n.THICK RB D. [ - POURED CONCRETE f @ . l _ 7 3/4' I �` ......------ 2 �.. w NOTCH WEB- -- T z 11-PLc J- 1 g [ t( € 7 3/4' Ain. E.D. \ �.4"x4"x3/8'(6061 .6 r..:_CY) .Alum,At43LF %A. „IDS , f1 ra j B tWALL 'rCVNTEO SHOWN. MAY BE ` i•sf nr, �. )I f I J...O INSTALL_t, T .-.PPE6 FACU.rED - ./• '^ rn : CL_S p j E P O O OF ("' EDCe f! AFPJ._9�E _• SECT - , r Q i�r�x�x4 wr �G (END 'u INTERIOR 41UlLI0N,i `'"' rn 1J16 u �� j,'."xT t x ^•r =. RCU',' '41j SI_lr 4t hY3, �Fd�oS'N i'OR CWRIf j— ; :i , .3/a t- f AhiGLE W/ r/ �3f:" ffW GUiOL'�;f,. , M.N. L.D. {�.:.�,:.._.,..—..:...�. . TEK SCREY'lS q, 24' o e. TO TUSE. f. f j" CONTINUOUS POURED i CONCRETE(f'c=3"h5n.) r 0' 8"?Am THICK REv'D. ... i sy r s X4 A .. tr.mr Tcw) j 7/2 1 1 1/2" lira.ru+/Pxtoa7 7 3/4" kfl+t, J 4 �!8"x0 10 Et`.• C AL t um AK E Fla J f� /' F �jal��tu D W 3 c iH TS Hiam V o.:tv / r A EygE fs ? i mac,- T . ..:..:..,__ f L fP lCi` h. t1tfLLlc71d 5 4 y �4h ' � �F •tart T cne +; s ' i„' y r� •^ : i t°Q uC`i��l�°r i ; d !a � °,as. T R S R✓r i 7 lr C _ ' .�„�l«•I1�11�1/�— _ .7C_ _. ..•� < ems...i : v'.v M! ,�. ,p cv` a.,.+..;. i � Fmrr � r rrs r.- 'j :l+!.T ucr, M ss_ w'Q F` -n .vr `� I. ULdskt�ib - �'r,i •�cx���i"�":A..r ,wa..to..grn,-><rs sssa., ! cam^m rro END&IN I cRIGn'd1'F+LL MOUNTED.MULLION?NSTALL TI0;d l�;lg A,ndL �L: SJ•lEi._t/B i„ �ti/t�`SJflr'�:;1,vCJ fig+, sEa./SKMMURE/DATE ;tercx u j ri;c;• mnau ,�` sracr rs ar xs EDGE IF APPLICABLE, 2><bIi,1FON'DEPTH.1�"Cant. —APP ICAbtE1 EDGE IF I- 4.,. A_UM WIRE{it7P r 601TOM) w/ 1/a•o,<3/41"my GO:M MK 3eai vS 45/tree TAP oNIS xLWjr 2 1/4- ✓ . w min.-L"1,(P.EDM'¢IiT�,+24'' D.C. rr 1 1"O.D.xO.CW"CA;VAM M^STEEL i 7 tf2' 1} m —J— rWASHER 9 24"ox. 4 3/8"Min. E.D.WFn. E.D r .-,.�__,:✓ - .._....w.i. X i CANT4J(k1S POURED ... ---- CGK+'Ct4c.TE(fe=3 ki�n.l.�.. S .�..._..� 2• 8"Mn_'ilh'CKNCSS . � � ...... �. .. PEO D N END CAP ti 3/8 Min F.D. 7 ....._CONTtNLA^,US POURED- _ r CONCREIt(Tc=3 kd Mn) --.�-- � ENE .[ APPLICABLE SECTION X4-X4 W! �-o < i tiIYlcKi(]R MLfi I�TY £ •f{ ;WALL MOUINTED SHOWN, SYtY �slsrinG ' F U ISE ALSO INSTALLED TRAPPED kr OdIENTAIIGr z J DLns j Et { h!ODUTEC PER SECTION Li'--Q' (?x7 k f a 7 1 E {{F{ y ONWRau JY—U f F, ^� E MU r 2b' FOR I'J51'ALL ATIG ASS F x di CN s, t 2 [ Its7E^ LOAD, MULLION SF4011NIG AN,- j W/8 4 `PA;'w tJSIY.l.1.F +O�j� 1 / P lhS.td J. Gfi GkIEi' R}Si4F-'TIAL AND .k4 RC _ - !.1,n. ED 1 2 ]!� t OY�..tLU,t, + "PP' FTIONS WITH ±60.8 PSf. t ..i ! .»., . tX � n8 U": ASD JLS'CY x u Jfl MId E.D. E_rx cCRE _ .D _. fJI`c 12—D MAXIMUM MUU.f VACdNC I VALID FOR rt)dP�r�Tiirl TTv t i.. ..._. �...._ -='� i..t ( FASTENERSIfc,R E W; S T� ��[.LC3L, `���- €ns.loYw4raul X4 PO 4/2 _. (rm.MY11--w) ANCHORS, ORS. r S � ti?t.DVA 4U S0 DESIGN PRESSURE PATId .a ; . ; LLv VALID 3. 7' sr> + c 2 EXaAr:SCh1 A•tC0& EAtdiA MI1 FOR CONNi`t.€IIN 10. Td POurm CoycRm. +"t,3{jr`FyEM. W1 Hl 11 INC I<elIK SOLT TZ ANC!-,RS, EDGE I APPLI:;ABL• '� I r ........•.. -._— Ca,T (tY oar a SIDE RjL@)M0T SHOWq FOR CLARITY { a-irRor, ia'.hbA) ,�} LLuilWfteq,, i, __.._. ,,,„..... I " r�l•'ce_'i�tw r KC7r vllr 1, lY i _ _ -- i I.�-, j, ..,���g .L".���� u"�Y T 1 `.-.. /- £ •'~ � � S m��3' Y iCa y' .(J [ i YM1f �Ii�i..,,A�P i.J lljy t '/t R. 1 T..�51 •:l?!i 1(v-e-#'1"I:;'�'I .t ,. 'r°�' '�'- .. .'_ eIl!: ')Ga( ..i�.hGrtAYAIrY! EXPERT. 3Rl.IkY�A vw Wft Yd44~ir.��'iD\G• �. I... .✓i t x..1^a.I.IVI.Iy t.�L tr'i�"a.. ...Lll}1b S�tEIA{,d....e tl�...�It{ $$ ...�. r —... _ OAK,0i" C �•-.v....`f {crs: eu s;.., -.fx-.�.c'.n.»,ac 9"Sk kR,R100;*WIWI: i 20-064 /.rC_'i ^G 5 \ T !'� ^hf1 t t r �}!�(y�[ r �A r I - �` V + <' -.• p s- ro .P"] c.Cc h..acal..A /':i ��ldl-tBI.E T'?A Ll,ii�!.`�.�Llj{?t� 14�4�I..L�i?-ter/i��$h11�I'i l'J. Lt:}S't 31�7'141�Y�I VtYJ fia:;..j":�S 1��rd�' ,��� •A'.C .• 6i.G�!1+r0.'V7.T f!,.C:{Y Di2T-t—m;a i L94G.'J M { - L 'f S. K �t �+ rx ._07!9 mY .. -. .. .. .... .. . .... ._: Nj�3t(.�!fA�.:-F:. `�a�..,P•E,SFhL./SICft47URE/F�tiE.: FetlF5ti4'th,.f 44167 , wK rwn+". azs: Stti.RT t.:A or 26 TYPICAL MANDATORY PROCEDURE FOR VERIFYING PRODUCT CODE COMPLIANCE RELATED TO ITS INSTALLATION INTO.EMSTING POURED CONCRETE OR GROUT FILLED CELL CONCRETE BLOCK STRUCTURES STEP 1:OBTAIN JOB SITE'S A S.D.DESIGN PRESSURE RATIhG_(p,s.f,)FOR THE OPENING AND DESIRED SLAT PROCEDURE 4b:IF MULLIONS ARE USED BUT WIO STORM BARS SPAN"L"(ft)TO PROTECT IT(SEE GENERAL NOTE#2,SHEET 1), 1.MINIMUM SEPARATION TO GLASS FOR SLATS IF MULLIONS ARE USED BUT W/O STORM BARS SFIAU. STEP 2:ENTER TO CHARTS (la, lb & lb' >L•THRU IC ON'SHEET 15 TO DETERMINE,BASED ON AN 1, BE SASED'ON CHART Ic ON SHEET 15. IT SHALL BE MEASURED FROM BACK SLAT SLIP(in),ANCHOR TYPE AT SIDE RAILS;A.S.D.DESIGN PRESSURE RATING(p.s.L):THE OF SLATS TO GLASS. REQUIRED MAX SLAT SPAN"L°ft. 2.ENTER SCHEDULES 12 THRU 2c ON SHEETS 24,25&26 W/R.S.D.DESIGN LOAD;MAXIMUM MULLION THE FOLLOVANG INFORMATION'IS PROVIDEDAT CHARTS I -iHRU IC TO PROCEED WITH SPACING(iMAX.,12',F'DR T),AND DETERMINE MAXIMUM M-VLLION SPAN(HEIGHT)WfALLOWASLE § j PROD T INS TALLAT'ION VERR!F;GAI ION. IAt'RP' LA.TIONI iN EETWEEN SPACINGS FOR A GIVEN(`G�"�iG),tGy^&(g�).MULLION TYPE& 1. [ MULLION OMENTATION. ff t m ENTER A S.D.DESIGN PRESSURE RATING:SEE STEP(1)ABOVE. 3.SEE SHEETS tTs,lop"1(;11A,12,12A.13&13A FOR R!=OUIRED MULLION CONNECTION QETAILS AT ✓n A SPECIFIC PRODUCT MOUNTING INSTALLATION TYPE,INCLUDING.ANCHOR TYPE,THE TOP&BOTTCs.-M. . FLCOR TO CEIL,'JG(TRArTED),OR V,ALL btOUNTINGS OF MULUO-iS INTO j FOLLOWING DEFINIT!ON FOR SLAT SPAN SHALL BE 0ONSIOERED: CONCRETE FOR A GIVEN MULLION TYPE q??.&04 1 I L.tsux:TH15IS T)!E 7,1AX1,tU 1 ALLOWABLE SLAT SPAN FOR.*ilCH A GIVEN 1P1'SLAT SUP MAY SE �'i2CCi=C�JRE Vic:IF BOTH STORM BARS&MULLIONS ARE USED USED,FOR A GIVE A.S.D,DESIGN PRESSURE RATING. 1.M,NMMUtd SEPA^;TiON-R"1GLASS FCR Sf..'+TS IF&CT-I STORM BARS AND idULLIONS ARE USED €h,..fE,,;;t.'EQUIF.EC< :?O'ADES SErt\fii{tTi�"i.F SHALL BE BASED Cad C`d ART Ic.ON SFi_cT`.5,R StdfiLL&E hREA5URED FROtI SACK.OF SLATS T`J � t TO GLASS FOR PRODUCTS VWO OR J`t STORM-BARS(SEE STEP 4). GLASS. i)�TAi1r!'.��}.=�l,;i',ii�Ft UN i'=:}i_GT'S SiCic rt:'JLd.P:CkiJfi:ii'ni;IFiti nC-I�UiFi ircF:i:3 FGR ' SN1-E T,2+3L.Z?CN S! ET 22 W.'A.S.D.DSSIEH L C A F.Ni:S i?)'R A EAR SPACli,IC AND C.ET n:,INz CO WC i ION TC E:�IST1 NG STRUCTURE FROM ANCHOR S CHEOUL"E5 Va,Vb&VV ON SHEETS 16 I.tAXinr,UM STORM BAR SPAN(HEIGHT). THRL'18. SCF'.EDUL'S WITH FINALLY DETERMINED ANCHOR TYPE.SUBSTRATE,MOUNTING TJESIGN PRESSuRL:RATING& SL II SPAN:x?•ICs 02 rAIN MAY,IMUt.1 ANCHOR SPACING �.ENTER TABLES i OR 3 ON SHEET 23,WTH A.S.D.DESIGN_PRESSURE RATING AND STORM BAR . I INCHES ON CEINTEPS.SEE i3E?IE'lr1L t•N�i+ 7 C^!SHEET t FJR nNGHOa SPECS. .S'PAC!NG AND DE T EW,45NE APPLICABLE OPTIONS FOR STORM BAR CONNECTION TO CONCRETE TOP ! 1 t & 0?TI0T S PRCviDc ANCHOR SPECS AT ANCHORS TYPE LEGEND FOR VARIOUS ANCHOR { S i'EP 4:IF PRO DUC r'STAU.ATiON I,CLUDES STO'r.'BARS,41ULUONS OR STORM BAFIG 3 L.MLUOt IS,THE TYPES COVER#NC.^.ERIAANENT(ANCHORS A&D)OR REMOVABLE(ANCHORS B&C)INSTALLATIONS j i 4 9r C v+AhiDf+Jn\ C s t tsn::Cr�s3tli2E F2E r'; i i &A Chi`) OF 2 0R 4 tHCF0R, PER C0NN.FCIT0N DEPENDINtC ON LOAD.AiND STO t 0 BAIR ECLiKF 43 r STORM ORM SA RS ARE USED- 4.eF T R aCt i_0 L YtsF U 2c UN SHEETS 2a,25 A 2E Y, t'S D DESiGtJ FRS"SL RE PA 11-i ; i.f. ??tr11 EaAf?. ,-?id Tt:'itf•.Sc c,�u y:,,T;j�['cTs l?7.1�.s-+"IS APE U'w MD'S'-?.;LL FY4�E4i�:O`: ES.AXsMUM' i+L L#iD 4PF tIti (MAX.,12%V OR T),AND DETERMINE MAXIMUM MULLION SPAN ( :v°. T iC.TJF•:ti p+i5,iTfiit4� - _i� tJREF Ff204;BACKOF'SLATI$iOGLASS. tH it,o^a Lt� c._ ' siTiON'.NEc?ti1cFd �n tldGSx RAG'Vr"J 3 ^3.:L32 &(3). j t,s,t LI'xt,,7'rPF rails L la s-dTAT10rv. .. T R A,s..L i ON S !"ET W A.S 0 Dr-SIGN LOAD;STORM BAR SPAC�iNG AND DETERMINE' r aF>L'�ttsL a. ," ••{ �.'1*t j•t 1 1 I� a�c13&13AFOP.MULLns444(�?tECTtONDETA4tt AT,r?+'& .- ._�v1^.AB.,.E�IUiFSl.irt,.`.�:;;t+t(tiElGFtiil �C 1fF•Ja i,)OR,�Orr-, ,.v,(TRAPPED,Uri.IJALLfrlO'hlT#.nSOFs.UULIO. N.F�.,.."�f1CRM- FOR A OWED!MULLION Ty? (l a)�+�.�2 a�) 3 E 1TER CABLES 2 0113 ON$:IEET?3,`r1+1TN A 4 D OLS*N PRESSURE RATING AND STORNI SAR C,ING AF4u DETERMINE APPLICABLE OPTIONS FOR STORM JAR CONNECTION TO CCNCTIETE '1tp...C 'C1€.,1 ':+FT!;^NS nR IQVIDE ANf POR S—SPEOS.`i,T A'lICNORS TYPE LEGEND FOR VARIOUS � PPOCEDURE1�aR SI i S 1 THRU 315 SIMILAR POP.ItlSTALLATi`ONS INTO l 000 FRAME i . l. CI i iPc S COVE'r•INC)PERMA?TENT(ANCHORS A 0,OR REMCAr SLE(ANCHORS B&C) A-TRUCl Jf"EE SE('SHEETS 2Q&21 FOR LIMITATIONS APFLECASLE TO INSTALLATIONS INTO I 3 TALL 6.T FJHS 8 r.C40CE OF 2 OR.!ANCHORS PER CONNECTION]DEPENDING ON LCADAND STOW,6ARSPAC'ING. FL-nF rOCLF r Rtl',tF.STf�JGT:JRSS, 3 r� it .,iC c.F ::rs ..s.>�,....1...._ L �i y ,oc y u EgC i E.A L.ISi 1. r yt: F 4., e.+rou _.parr-�i�,'- 'I .. rxs r mr t'3" [L E oaasura w I t .,.G n � �c ` r v.w:xTt ra>• I--Y_� .:.�L tr �n rxx t..7 ;:a_; � _ k:1±a nun v. - �� J•,� ��` - itSi01t.11a CCiET ii�fss r,�.��`r`..':L a'�5r4SSATtIR£/UhTL" 8 , fJ/tlliltlfiitlN - .. - I: SLAT PERFORMANCECHARTS (ONLY VALID FOR 112"SUP} FOR A GIVEN A.S.D.DESIGN PRESSURE RATING(g;s. "PR.ODLlCT`oaNTC4NDITION INdWDING ANGHbRTYPE AND FOR INSTALLATiONS.irt{!OR WIO CHART la cwTlb' CHART lb' _.._CHARf IC .S.a"£kt1."iN.�PY ••- @�tA z ASA.li1eD ,-.. ... ! ... USE kWtu UR imm Aap,.LOAD.VALUE ! 3/8"f�KWLK BUT 3 ANCHOR � /1Ei a TAPCON XL ANCHOR j 5/1&is TAPCON XL ANCHOR POURED CO'4CR ��. ...... a ceh^actc ,.'." a ,nuED CELL C'ONCRM Scope a Air3.:. SLAT XN u ---. ? t anc. 4,AX, SLAT SP^l( Pt1?il:'c.'£[i.R;ft3 aL'i'?,'�;{€if�+Tr3 t"<r-;"5• � 'Qr'esEGH "L-Y (FT) ._ L«Y tr'T3 "L&+RT.." iFr [ MEA'SURM TO MCK OF SAT %RD ^LML r LLOr f € !., iaVM•.:s S ' f...•';(Ye-L%'i W7+1 { t!LFP?D 6 tlULC-GJa ..rl`L*`. i�_.�.,•••..-•..-,••,i e r EE STO,-i m4, Y SE-W.ELAS E ._,..:.��oti�.�;��:v 8 e 1 �i e,a f f f .1 tea.rs+�a { r'F t �'i l:g ..�. '...�' •" �...,." "S ! * i a>< .. u I - 4 L.`'b'".�._.1„",:rr-ru I rr t r<�r:_c s •;Q^s c "tee. ..y '1 1 3 tt t ) a L e0 0 C r "mod 5- a^ i b- 0 I 20 0 8 20 0�11-7" 0- ..i L A 0 p S 8 G `` fin, k L' 0 "it t l-1 ! f4 t .G { .3.. 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L , .1G �_, s x....,7- ry j iNOSCATEO'y.V,SLAT SPANS hdA'f BE USED AS LL.NG f•.S AVC^f01't SPA,C'f- WifEDULES 04 SHEETS 17 & le It jU 4-.r FAU;T AN nNC 40R SftA NG IS FOR THE CORRESPONDJNG Sul,' =PM AEC) A.S:b, P,AP.NG. ..., .�, ,.(.. �i. F '+- .t,1.C'A. CG:t wcrt ZTxt:x t'r,'caty fturri�ene Zau•ai • 1 ..�_ } Q /1_):Ni. '$'!^Ili.. ,� 4 \ 6t .... .._.. ., :-.e S fJ)N fi CH0 {,, y s 3"• t - - ..e. J:_ .I J_t ,1.: GE i tJ1'• .; ,a f I'eM Y F•'' t /: I5 i:.L IiJNS Oi NEC11CNa tl F t ..._ ��•�w °� a r*'l!t.L i 34.v"t':,. .i,'P•':�.,.EEO.AM E7lN.L:-011 vt'rE t:TF:?'+.. _ 1`TT ....lf' „ i zii-r r n E. t av C.rn v EXP n SA!x ER CES fi�iC. ._.•. '-...R ' 4T f., .iF ! isari u^ s Camjei u.i i ,� W ) tt E. 20-064 i %titaA�+a SLAT SN J FoR € lERMEDIATE LOADS MA' yx cz- i �. 7�r a t OFT(R CNE.. 'Sy !,,fpf IMTEF-0i.gION BEVNEEN END Af UEs,. er,+,•, /` �ttw w� _ c:6iM f __ rew esil 7w-.c �,'t i( zr a:f-x:si� ouxincuc ,y....•. ._..__.._.. n 1 t..^1i, rr mv. fac,"as+ /s FU t'�tP. 't}4�p�`P.E: u•Lfs.GN,'tTURF/OAT' '�'OPdM tie.F+s+67 aw n-;r arx• u,v srxer is atI MAX:ANCHOR'S SPACING SCHEDULE V3 FOR A GIVEN PRODUCT y70Uh"TI�f;—tYPE,iAf/318"O M.'IK BOLTS ANCHORS TO POURED CONCRETE WALL.A.S.D.DESIGN PRESSURE RATING&SLAT SPA14 RANGE t LVALL MOUNT - E 0' SLAT SPAN RANGE MESWRE -I!i R'-4't > 4'-5't .>5•-6'? > V-7't > 7'-5,1t- :.'> w-lv.t > 12'-38't > r6'-20' SDO g 4 e. 9 g 7 + t f,0 9" F < { to y 3 9 3 7 E y i 5 .... j i S y...'� f ... F ��'• .. ` r—�F...._._ i..i p { flax. Sfuut f F .. r - I _ .... t SPPN Nf)C EO ON 5F.AT 1 ° _ St T. SPah L)IxY!NI?j fV PERFOFkw�,Nr._ CK,f?7 OAF f "RA PEQ MOUNT S;cU 75. .�. -AT BAN RANGE' 0. 6 7 a 5- —Y � i > 7 9 $ ` > u t `S % 72'—i6,t > 16' t I _............�__ _, F F t i t. CO a g .. I,....., a .,1 - { F = 3 I F 9 ....,.. € a a .. 3 a { fji i71 (,,U 'T I q "(`. __`_._..y. 8 �. _y l •• j 3 - � t , 1 fi 3 _ _...... >' g F Co t 4....... _.w. I.. f....__. ' ! r �j' ...:.,.... 9 ....t 9 ........_EJJ4 j . l.....,._ _:._ c...._...._.. .t ..:.. 5 t6 "i._3._. ...... :... >res r v a u g a" 3 8 n 9 F" 8' P E 8 S sj9 5/E€.f g/ e _ .. _ ., 8- 5•�` 5 f8" . �JH 8 B 6 7' 1 5 ,._ .,...._ ..1 T�l City riumcc,c 2-0 I .Pigs,.c �M t 1 EX e r srt ..2 r God �i" NJ { �^1J w l 15>3., I t OaC � T ) r ft.). T)j..6, -:Yi.•s. Dl4Y.k,^.Ys. ... •fr�c$'.,E ,>....•d""'O'y�,i�-,..SEA..f'SGYtiT.rRtj'U,9P,-: -cc,rr i§ f •il estrea� _ syeFr is msa _ j. MAX.ANCHOR'S sPACING29CHEDULE Vb FORA GIVEN SHUTTER MO NIT1NG . FE,Wi-5!fiVO,TA.PCON XL ANCHdRS'.Tn'POUR.ED CONCRETE WALL. A,S:Ci.DESIGN'LOAD U:SLATSPAN WNNGE 7 'WALL MOUNT SPAN t IGE o HHE 17- '-u T ! > 6 ' 'ti � > 7—S`? > D`—:?i 12-__te.t, i& ?tY`'T J [. '� ... __. .. ..,._............. ...,._..._ ...._ n a i T SLAT �F44 FOR A � 1 3 2 } GUEN A.S��a v LOAD i = r' d i ' c. l .v el 'r3 t s F Y .. • d _ _ SAT PERf ORVJ44C: P t 5 p t . .__.__... .� StVt N . {Y3N y 7 + ? ., k ..A. E fi k .: _, ..... .. j{ t_, .,✓. .. ..._. ...........: ... ... 1 ...i if 5 .r d ._3 .; It I -i B fE A.. {.... o_ ; 0 ...t 3. L �- h. .ry ti• r r c 5 i is � i fF .T 3 r_:.:' i i n { .� i.. f 7 4 r.z _ _ � - _ r _ 3 r 3fq s }f� n Y.i L-' .1 3,4 :4 3/§ 5...'t ..._...... ... ...... _.... d tI f I sdt{ifttNid}vr� ✓rF.. r,- .Ei'i_ ? '1,) . ' � "` ..w.,-.� E % e d .. •�, t�'�? as r 5 t tG* Ss twr-r � ,e z W : Yn c: vac c Sr VICI,."S INC. p dam"✓r ,:.s., f._s > x < I %.n.; d w era e vs' ., IC€�' t y 1r C4,`L.A��n , 4„� w!e (E.p'i.T R^L}t ♦ fT13)M.•lST JwwMiNG No nn.�44 uncatK,al�ui a.si w4al 17 orU 'MAX.ANCHOR'S SPACING SCHEDULE Vb FOR GIVEN PRODUGT'MOUNTING TYPE:Wil 5116"0 TAPCON XL ANCHORS TO GROUT FILLED CELL C014GRETE BLOCK WALL A.S.D,:DESIGN.PRESSURE RATING&SLAT SPAN RANGE t WALL Md(JNT SLAT SPAR:RANGE ..:.. PRE RRATNG E --0'-41 t > a'-5't >5 s f>s,.-T i. I > �'-s't >-3 i2 fi > 12'-16't > t s'-20,t . 4 1/2 >ii as _ 7 __4 >a o 8 !L S _ .._ tJ I .. 5.�/2 - SfA}CASi t�F A t r. f /�� € . 4 .. ._f ..._ r .. a GIVE! xS."l DE `GN ! t ... ( . .. .__ _i 1 j for 1 u r1 7 i PRs55.RE F'AP6 S?•A,.,. i r , t IMT? EXCEED Mtlx. S. , i e >7 tn0 C # SPANkdik^ATEO ON SLAT i tFa i_.._ ?,...._..._.. ...5•___»_....�.-.._._ # .�,....,..a....:_ - — _$ •.�.._.'t p„R Ok!.{4Q�t i:!i��ti: �N 3 7+5 SPAN G>FI IiFIO�! SHEET 15. � TR.4ErEt?f'RS7�JteT _�� ' Ss.r1T aF . t V> d'_5 t _R'T € r s'a,.. ='- ..•�! i > a 6. C. I _ 1/ 211 4 I 4 1/2 ._ — .. .. pp! tf- i - f •-__ _.._.. .. f 1 i a 9 - , i �„ • .... ..w ..._......T. .`w 6 ._..�._.®.,� G r n 7 3.9 { -11 �' E 2 } .. r ca.> 1 c1 \E i {ran P E �z 1 .2 1' i. _ F .._}.. t i .. !' jz ....,"' _�..... 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DESIGN LOAD RANGE SLAT SPAN RANGE FOR P0URED CONCRETE OR GROUT FILLED CELL CONCRETE BLOCK WALL BUILDINGS (USE MAXIMUM VALUE BETWEEN POSTIVE AND NEGATIVE A.S D. LOAD) b. r���+ SLAT SPAN RANGE N� _ 1 9 �EstcN , 4 � > 5'-6' 6'-7 1 > , —9' > 9' 12'. > i 2'--1�i' i > 16'-20' pRssue 0 ' g(3a v V :< �.I_. ..q v" sty ! V t _ vv T vx �t, vy ! vy dx vy t!x vy I v y $$j r 0 . _ 440, .._.. T . _. t .. �3 . .. ' o 1-5L9& 40 C.G 1U u > 10 f 11390 3 00 "R 78 44, ; 140 1 36 BO 823 '2 o 823 100 { i S .� ct^t 4f I r, .,. ,-. i �,.� 7*e R ! ,r.�f. 7 n' " ll��d t "t fi r r 7 i ' >5!--80 ; i 0 j 16u 61 b 20v ; is/- 1 24l� %80 I OG r 360 169 W' 400 242 60 t T 254 .596.. g4 ¢. ... .. !.. 4 x f! f l✓ -. I `, ! c � — 37 I 1T�i �J f L. O•J i 591` I Y{ 2 ! CJZRC053 ^ L GI 3115 E { i 00 8C j i +5 c> u6 12C 3 ' ' I�3 C12112 I 60 I ( — t ;>`2' J 55 280 cf6J j 50 00� 4�'1 161L I 490 €...1863. 63,C... 2039 ( 6�5., ¢ _ ¢ F , !>14 1 r0� 81 E <!C � 1 18c � R{' a t 322 1 80 !8 a �. 56c) i E r c ! S FLAT' ..., 71 4 ! 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DESIGN PRESSURE RATiNC:f sf)A iD SLAT SPAN RANGE � klOUNT&FA14-0-0,UT MOUNT TO 2"x4'WOOD)STUD VALL#viUilt�;T TO 1 x6"WOOD STUD WITH fulEfvNUM 1i2"PLYVVOOD I T Et"07T It 4 t N S tE'cT�� rSEE DETAIL VIN SHEET Gi �.�. "'Y"-✓ ^u"T.,.,:.,:,. _, ...�,.,.,:.�..,..,_.. _._...,t.^''ak s '.""'i SL=.T RANGE { # WOO 'aA,t..1C C r�.�S rZE ! 9 WOOD f�.�'tFiG # t- r t^� } t�`! ,{{ +1 kl•�I' $�' �'+ s, k t4 s 4 r p t x I t I r a i f ;I c ' to r( �IJ L PNE-FE F -SRULD-OU'i:::MOUC TO c xW VVC u [U't V t!i i:ihAlMfv k t O " r if PLY ti 1{1D _.W __ ____• . -,._ f ) F i �,� "', 4#P', i z- it i a f s k i 6 Y e � Y f i✓ '� f i , t [ l t y �.. r.47. _.,. 13._ .,.a`'l ,. £ rt �x+� • 3,Y,r+3' S l'-�� f 1 I # . ..€ r: i i y 2 t } ( _ S s t � Uu .� f `i3 � •� � r., � c 3 k t �a� � � r j r ! � ... � „ i f 3 f q ! i ta�4 S 1 4 y {t{pp PUR,"OPYAW kRTG r.r. 77 :AT c._r� �, —s x:rrr a'_ r o ..� n s W.;a sL uw,4 �- � t/N#ti�lliifltttltt ..- TABLE 1 _ MAX.ALLOWABLE STORM BAR SPAN (ft)FOR A,GIVEN.A.S.D. DESIGN LOAD(g.s.f. ,&A GIVE! STORM BAR SPACING(it) r anmum AS,D. STORM BAR SPACING (fir) DESIGN PRMURE 1 RAT.NC ?' ' 2.€i67 3' 4,5' . . 3 n i r 1, ! cc rt OR ,aSTA• �_ - _ ti _ 7 ..,5 is Y AI.,D r tr,7;0 _ I `I.- I `., { -U�� .. .. .t., r.!£i„ � �r?,l,c.�<S Pe.R � i , 1. {, i I `}_..._..(... _.'.—_...• i .1.._ U .__ ' _�.... I 11 —(: i 1 0 F ., ,,• ,. tJ _ tS Mri t:i AI'f 'i i14f!) r R ill�I/t'�fl:�ivS 7 J .. t. V t U r t rj .,. i. i I �..i ,r 2 OR STU•2f: SAn 3 PER €-it - cR { ! 60 v i 1 0' I - F,' t ! w _........ ... i a... t,. __ ._ .. ».. w .. -- " _.. . 1 l..._ E.._.. I (�. 80 Q 11 G' i 1 1 —0 1 t 1'-0 11 : �'" i 1 i " ' G iQ _.._ _. ....{E _ o j.. , #- .. e 95 0 E. 1 ` E 1 -G t+ r 11 o i 1 ! 1 F ....._ F .._ .l. .. —oI, v — ' ox 1 1 + i _ t _! ME SURF, iN MEETINEEN' CEN7.R :WE S r,.. STORM I^ __. 2:i`:ryti��i e-{ r ,F (Notc.�n�•,,,srt r TJ 3 i..r 4 _ ., gib? c c T,^, I) ,tit r 3 _ sSu ! ZI r-- — 6 a. c;._ .. ».1 C "UTTER SERVICES ICES; INIC. _• W'�. I a -.;, (K as° aI 9�r v ruau ITc 20-064 f'Gh''sr.'Lucie,1"! 5 CH 6RAWi_—W3 h. .. C'Y9 f Y 7'1')AJ 9tsLET 22 Or',�,g s i• , r��tbteii%lima`"• ,, .,. - TABLE 2 TABLE 3 rt wREP cwrS FOR STORM BAF CONNECTION TO CONCRETE TOP AND BOTTO?I PER• REQUIRENIENTS FOR STORM,EIAR CONNECTION TO CONCRETE TOP MID BOTTOM PER �� €v S�1_•_!IEE"3 ^�OR A STORM BAR SPAC{NG°$ Irr&f.l.&STORM.BAR SP4CING S ON Si 5 S tSHEET 9 FOR A Gl GIVEN R SPAIC(NGOa" S f};;3 STORM BAR SPACING RM F cxu 2' ( 2.667 ( 3' 3.5' 4.5' i I 5.n' ( fi' R.667 2' t 7 667' 3' 3.5' 4' 4.5' i 5' 1 A D � r.!3,C.Q 9 c,s4 MB�,D._.AB.0 D ,I A C 0...._! 30A_ B C.b� A.�.G.D �fi.C.O E.0 f ... _._..._.. 1 i # Q- __, r } a-A,r.ri'.1, i.o r,,B.c.� # e c A fl C D I E n a r F 9 C P 6 C A C_•. A B 4- _ c,D �t...n. t A .,D e - _._ i _,n,BC,J { AF3 C.0 I...x 5._ E,C.O F rLd, C -?.3t.0 i.. S3 0.,� c.0 3.a.'i Q I 6 D t ItDCL` i i6.:. .. _ BC. F3,C...i.. 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IS B£tOtd i ANY FLOOR CF7L{i�G FINISH FT,l E G �� ? 'c i#s roars GL.l sas crmuo+c w I Y t q dl {iOGi 7! WOIIi (STyf CS^Od5P' wt �ii��sJ/oa. #.�i `p��k SL'iSfSiG"F1ALUl<"c/DP,7L;:.. F:.G.aa 4u d ba:z f as mw SCHEDULEia SCHEGULEba FLOOR TO CEILING.(TRAPPED)MOUNTING' MAX. SPAN fft.FOR END AND INTERIOR MULLIONS LOR A G1VEN WALL MOUNTING A.S.D.DESIGN PRESSURE RATING t0 a.f.} &A MAX MOLLION MAX., SPAN rT'FOR END AND INTERIOR MULLIONS FOR A GIVENA'S.D.' SPACING(A)° DESIGPl►GPI PRESSURE RATiNG P.S.F.),& A MAX.MULLION SPACING(FT):� sy...- ----- stuLtlo.4 SPA - XIMU - S 4 _..,_,._. _._�_...�..,...,..._... AAM MULLION;SPAN(Fli_.`__.�..�....�._,...�. G 4 XG"%!/l"MULLION t1 I G'4'-3' W'MULLIO`a i THC± t � A '�114 MULLION yy4 1 c R i!.�n��1>3�d � -� (§•I ..R k7a� F sF cJ+�t�a �, E.rT P - -f;O.rl�,n'A N'`„ <N: ..:...': r, t n4! rf .;; (hL { (�„ya,. h /. 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G- R •f" 6 G'.; 3 3 .. a r t..-� i t t 77' s' } i i ,z la G u i s<6c r 7 r x SaS.O t E. t 7 F_ f 6 1 t 7 -4 7. . S 3 t 5... T - S ( 4 ! p _ F ..G t E t ? 4 7 it # _t 6 t 3 ) _ t, - j { I A [r f 5 2 7't [[[5 h. 4 {{ t 3 } 7 7 Rf .._ 0 17", `..6A ± $ 3 5 F'. ? 6 Y 3 !._.7 !- `� 4 i t FqI Li €,. «n_ ._ f_.rr__S'. t b_�.__ � F_L : t F! {y ,.,.- K Yam-d ! i .E^ t ±? Vv7 :!!`?UM N"Ll'—ZON SPAs.l'.j._,^.'r AU,BE Suci,T;4AT�.';i..: ;,'4_CWABt.E -:tAl .PAN FOR THAT A.S.D.DES16N'FRE-SSURF'RPMN.:r SHALL NOT BE EXCEEDED. ! f t MULLION OR±EKTATION IS'AS SEEN FROM T1i OUTSIDE(EXTERIOR.',OF PRODUCT. ND MULLION Lf - - f - } 1 -(I c INTERIOR rt MULLION !I 3 ...�:�II j 14SI11!tt_tljlWt�/ , o uT r. # IMULLiON-:PA iNG.,_S., u -..._......_...._...,..._._.._..._,.___....._... _ i t C g�,. , Inc. I �+. 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