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Home My WebLink AboutProduct Approval ,t 11/5/2015 Florida Building Code Online who .......... ..-_. Hodda Deparnent! BCIS Home Log In User Registration Hot Topics Submit Surcharge ` Stats&Facts i Publications FBC Staff BCIS Site Map ! Links Search Busines Professi I Product Approval C. J .USER: Public User Regulation Product Approval Menu>Product or Application Search>Application List _k. Search Criteria Refine Search Code Version 2014 FL# 389 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Results--Applications FL Tyne Manufacturer Validated By S a us FL389-R8 Re ision American Shutter Systems Association, Inc. John W. Knezevich, PE Approved Category: Shutters (954) 772-6224 Subcategory:Accordion *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the commission If necessary. Contact Us:: 1940 North Monroe Street Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida :: Privacy Statement::Accessibility Statement:: Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: a 11110 99 M SL'.cun 'A9 h"S'StiCS https://floridabuilding.org/pr/pr_app_Ist.aspx 1/1 GENERAL. NOTES: I BER7F+A'HY AC66600 SNurrm 5YSTDi SHGDW ON THIS7RODUCr EVPLWTIOH•OGWstt'Nr 616 HAS BEEN UERIIIEO FOR OouPimB,CE.WA666RDAikE Wl1H"t iE 2014:(5tb'EDR101J)�'OF THE FL�kaA .. .. BU1lOQIC CODE.TICS CCDRiXON SNUnER 9,'r ISA 5HN.L NOT RE N1STA.I ED AT,HIGH,YFSACRY`H!"!GWE��2t)NFS:,; ' RE5tG11-IT11ID LDADS StiATt BE DETF>?MDN;O AS:;PFR SECTtOat�'4512D OF T71E;h80VE T1ENItONEO GROE:'FOR A&A`rTC TYINO.SPEED Ii£O4Itt7Ep.dl THE JURtSB4CTI4N'{Yew-SHVr[kT;;W41i; TABLE 0E C,ONTENTS�_ DE NSFAt1FD WTTII A:OIRECTIDNJILii,Y FACt'OR Kd�.86 USN;G ASCE 7 SO;ANO SHALt:';MOT E%CEED:THE IA,U181UM(AS.0):6E9GN PRESSURE PAI7NGS�INIXCAtED. - - .. .. . .. ur oRor>:ro vEPrFY mE ABOVE coAtcxrwN.,uLt1MATE'RESIGN WWN)yoims DErERu9N�p.PER,ASCE:;7 TD s1uu..eE FIRSI`,(iEDTTCFD TT)As.a oESK,lI WNro InAns, �g t HV'[31ADEs C1l& dA sYMULTLPLYINC,THEAI,Br 0.6!H_oRDERTO CBtIPP.�TNE5E:.4'f/•WdC,(aS.O)'of"S�H:PRFSSUR€.�RAnxtS+INOICATEV.017�SNEET5.11:7HitU�iS. i9..k"`-20.. ...`.. ..., ..... ...:. .:. IN CF '.TO,bERffT'TNAT:COMT'ONFNT^u At�'A(ICHORS GN tT#S P.E.a.'ns TESTED,ThTtE NOtarER sRIEs'�EO::�n 33'ffiWY,?FASE N`:AtloWADis,SiR'SS FCRW1N0 wAOsivns;tlL'4 USEQ:jN:1NBR. SYSIF?A COcotaPONENis:: 1-2n. 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NV'P!N 6,OR dT ,, ( ) JJV PIN @ MAY 9.E USED IN UEU OF @ AW ONLY AT e>t EXTERIOF> BOTTOM Kia1JGKLES:OF HV ACCORDIQN SYSTEM'W% HVd•. cea2�rSLAW-, usrE S UC (SES.NRtE t'IFge: _ 8acrat�atrarert> uta droi anis tale' seta m/io: 8#;ADE WHEN CL)RRESPONDNNG TO tNSTALLATION ii." SHEEP'7 {)3 IN PIN QR W 1'.�, 4 C}.1/1,6" 7i{ICtf S S:WASHf R i RDUM *ma wu a t ori asp t , )' i! " 1 i tYe�xw Esau oras awa®ass sii par: L 8E iJSED, FOR DIRECT MOUNT 1NSTAUATiQN"'PEk2D67AiL X, <A' tj #(! nom¢n rmo •sn qiw sa rr-al: it tt sin • ,SHEET u wwr. utti:a¢e.s eiia acs%uui WHEsfi f,EL .CARRIAGLAEUL � LAYOUT., rz a auamc, au: s iC4s=t sus c t anss' SEI.f Y.WrRS1 P3rM'®itTi9 7 •M ti17La.E StpJtaili A43LFi?ak+Vtf£fi�" 6flN:a1'S P?.r894a Dz1.':, mi, HV.BLADE; SULIQ A A .HY `WI bow :9 -bE DETAILS. "' "a'° ;°•' °r ...FOMDA BUILDING.,CODE(Non NijWNeloci#y Nunli cne Zone .. - r�0s, ERlVw RD,2015'fl5YF3iN tAETAI.,Sr73?FLY,RdC. A �'�c-� �--, .■. �y �— � A.c+�ord�on Shutter System:,. I L. C ,N c ■, HK BiA9E' 1 Wf OFt:W/0 HY VANEXTN X11 . �/` r1 Aanedcpn ShtrEier arms: TtLUT TESTING& ENgJNEEaiNcIdPANY' COo oscwv 102 axxr DAM: rr'4 3 ' o„ �?r'`�F"--' � ' axis N:ri,sats.ss.sm::ays,wuxaa c�n+s.adrarn aai Aesottaftan, Enc + OM tt-rsa {!la is /Is rs .c�',.. O -�2 - Piano (sas}a7t tsw rcrc (sosJart tssf 426$ Westroaits Drrve2 t)RAWING No '��SS RIDa;.•�cV``\, e-®-ttro�awsr s' sam West Palm Beach, ft_ 3 4.07 a SHEDRE/114E Flaf9A ik @(4187 . :.,. . m LOCK orSALL BE�tlSt7?AT;r2'A96YE ORVMS) TITTER SPAN R SPANS UP TOTTTIC', I .. _ ELEVATION HU tACAY 9E tfSir9 A$AN:'tNSIAE,OR`OtIJ(�t7E LOCK,ATiACHEO:'fU OR:$ cerrrAres w/(z)ry+'c-zn x /a"corac�tA1 I titHFAO SS M S LOLATION;OP LOCK SHALL BE AS'R7CMGITEO:::ON: ft ,OR "IdAY,BE tJSffi/S.AN lN9DE'bR oUT oE�LOCK.CONNECHON O L TO.' � FIATFS . :. .. ., OR�;:Swd.l 9E:•AS D1a1CATEo ON x01E>(1)A90VE.,, :•^ LOCA �N"Of.IOCKS ' �-„��,�r �2 2 AS-ISD WIiWD HY [flCKSl LQCiONG ROD5 ARE.NOT REQUIRED AT twR cANE:POSCflt7N.6Hr'k41Y USED IFiIRW EM1tiWNCESHUTTIRPER t 'OCKINO O5 OR AN-AITERNAtrYE=13E1ICE MAY ALSO-BE`: _A7.BE . S=N,,,<.NON`HUR. sDD POS 'ONE W LOCK �.�5 BE;USEO AT'.OARkffi'CE1tTER ' „ SPA .. r. : AND:INSTNlf A OR INSIDE LOCK rrtt ': moi( ATTAGIIET?;TO :Cp 'cari>:RMATE Y!/(z):r + ^ZO x r/2',�LONc F1Ar•FIF.AD si L1:s.'twLOCKI}TG os. . AldAt(6�4tliA SHUTTER�S4NLtSi�E'DE1a ASLP�ER�iL�FS�"St�WWI#AON SHEET.:s .... ... 19 ffi 5. .• (j' Mw: � ''ONE ALT£RNArE trJ�IOCK MAY B£ `lN UELI OFHY 1OCKm FOR ANY SPAN,,-AND IN5T NS AT AN't E'I.EYA+'fICN h!." tACK. MAY Blr.t,ISEO AS AN,.SIDE CTR OUTSIAE:IACK•.ATTA.CHLtEP7T so,3/x;SS-THUkiBSCatEW TO`Q OR CEhREm�wTEs sHA1J EE,taAAE wl"r!� 2`0 3%a ASUAI. �: g � - $$ RNNtIP A5 SHOWN:'ON SISrIQN I'NE.5NEEF&ONtiDCdC:SWU.I. USEO'V;Tt/2.OF SHUTIErt:SPAN OR TVD;; lot LOCt6;AT 6 u �1�FOR Kjp un nm Dtsi �.7lpDS;,,.oNE FN LOCK' or ar�SfWLt.;eE USm AT r/2 OF S.IiIiTER 3?AJI FOR At�1 ,SPAR DR';t2;ABOV'E OR 900'1/Z OP SHUTTER SPATt FYFk SPANS UP I rl ITO 9 ;ANb,FOR JNStALIATKINS Ar ANY.ELEVApON. N5i Lt?CK :ot ot; :MAY.6E.IdSED AS 1W 1NSfDE OR; :LacK,ATT' o sYrtM eCnl _ w!(z) r/g z0 x rj2 LONG: t€Faw xs QUr9DE l+Ct+ED TU,� I „CENiF3iLNTES Ms.toCI1TI0N;or LOOK 51TAtt'BE A.,WtStCA'TQD ON'iYPICAI. ELEyATIt)N USE•OF-t.00ICtNc'RoAs DETAM5,0W 04: ::TOP•AJ10BOROM t$�CCNPLEI'ELYrWxbATORY. ' 10 8EarYIPSsJIL.,hL .. r. ,.. u "P LOCKS A4D bEMEN Oi Ci7RNER r nmx-.............. — — CENTERMATE: 1 A-ONE ALTERNATE FIV'f"IOCK AtAY BEI ALfEO 1N l.Lnl OF tiV LOCKS OR fOR ANY•'SPAN AND" ,, jpi�pj4t��c$ aa 1a iae I:IATION AT ATIY EtFYATtON AL lE LOCK Y BE tlSED AS AN'WStDE OR I LACK:ATfACNNENf DF PACK�tNCLUOES USWG REINFORgNG LOCr �A5 StiOWx DH SECTION HYG.�SHEEf 9 WHICH t+IUST'BE • .�`aa�4'LJ"'.L::lxi�j• .m' i�rINECTEp TO CEartERMArFStr`,.�Altp 1N/ i�+fl 20 x 1 r,/2;LONG ss.,THBEADEO.BOLT wl' /Bc:a/sz: INGNUI`GR w/>.T%aro--zo,n';ss.us: IIrO a--r/4y s/a'.Rlvnur a,ocK.buY sE:-INsrau.m ar MIAAN a�•y2�. . MNIIMUM ABOVE AND.l3ELOWINIDSPI4H.�.11,SE:OF 7}YO'I:4CIS7NG;RDDS i�TOP;ANb'BQTOM.`I5 13hH>3¢TfYRY. . . t Hb',� W/k11"caral�uL'rEs(a3 W ONE MIL= ' ,�;MNYDe tfSED,N uEu oP TYPICAL 011 H BI ADESWUTTER' ELEVATION. Hv L,OCtiS o FOR ANY"sPa�AHD INSTNIATIANS Ar ANx TSEVATIOK as INATE 11k tocr�+LLAY ee usty .. .. _. A5 AK.INSPE1OR,OVrSk) LOCKC AITACHV,F.NT ♦iD►OCK 70 IS W/3 d8 k 3f$"fit fiS.14.5 :ANO INCLUDES �T�: Rf5H�tY�dETiF iNS£RT' AS sNewN oN SEctWNs Htis?" Ah`Ef , Irlc SHEET f0.LOL7,C l?AY 96 INSTAtttXt AY wnsvAa 0R a ^wans+uuiAVr og `wASPwv :us€GF ux+rac rzaos-; x colmuLv oFlo . K � on i h elocity urrtccne one C..zats.EkslEON WAL SUPMY.INC:... . BERTHA Accordion Shutfer.Sy""stem;. .�is�t■,i :�v I w�at'w/o wt+r�ra�ow ;we AmBrtc4n Shutter SSfSt6l11ST ocscaPDaI aan c�uvrt,er 'faa STATE OfSt TILUT TESTING'&ENGINEERING COMPANY' $10 Y1.w assn�. 1�3.vaxaru�',zsaxxcs ria¢C;e.a3t 1 Aasaoio}iOn, Ina; T. -Ot.D 1T=rS2: S 13 IS MiF3 a/r3/,s (3os?aTf–,ssn Fbx':taos}e:,=lam, 42613 VJestibads ci&o s NG'No. �:•c H 971r�a txeeaoo.L Vn West Aatm Bench, FL-.33407 -IL s QRAWt m–aooczrs a 15—OBJ ,: lER A'fFLLt3;.fr.Pb .. ..,,., cru/.oit311R£/DATE: s S. 20 acuaCHErE; c Rs09'WN aara tviietu PaitsEE scHS E'aN m�ere BLOCK n CarJCFiETE.: caNCRErE." :SHEEP 1J) 'C&YCk'ET,i ANC'Hl AfACti9rtE: 3S�SS REaG •.,, REWit[ i7 fm (SEE.5tHMElE'ON: CGNCMl Ah�CHORS.-fflMU- OA SHW 13) .: : _� 80R�tt�srae (sfE 6rowin7Kf.�j1'ot�SxttT'n' ' ' .• 3EE3`13) NUtS d_;Y2 aC,, �' 775tNG 1 J� 7p:tM5 1 •;9 C D.* ` i i.. - � r• .� !SSr h�..�.� � .{'.YSII'MaX.; 0' v � Z4 f' to KQlwo 7: QR pt' MIN.;S£'f'AR+S'31Q4?'fC'YkA� E%tS71NG �. g +iD.t Q9 1 t •`�"(�—`(5Ef<.53i.t:aN'St4zE7:Yt). GLASS-•--, j {S£E,SGk4Wl?lE aN .T 11- anss-', H V WALL HEi4DER INSTAI:.Li�TiQN; M VAL: NEAdE'tt INSfALCATtON. F.AQER-iNsULLATioN + KEYSTONE WN,SRArA VONJO WSS;,cauVOansi�l m arcs(sx r' r OR MSN SEAP41idN tD ci ass i 1 t: �,saauA I A sen i {,LEE 5C11E6UtE aN SHM I I S.. It are I Ox III'm Da —f 1 ar'rioNAt 1 M 4 .- �i(. t t 12 ot:t�4 _ - tL4•o 2m�s/4 s.s: uws. ju -AjF :: -. . ,� ,,. `- :` PF9L1.iPS 7RUS5 HFJ YG, .,.. ..: i•'SS..PlS1tLP5:; • PFtCHaRS: :1 .• 1$ EQ•- 7'' 1/,6'-2D 'IjIS,,,A,.72"O,C.. RCRM- ((sm,SCHt7t :7RU55/NEAk/,N �.t , l a caaGi ( scaaooutE aN situ�) yui sHEEr ta). . att; HGIK .. i at' ' Eq.. J V tVALL SILL INSTALLdTtON.. saEts(slsc-matt R£D CaHrlIETE ti) F :HV WALL SILL`;'INSTALLATION MM fiETE t?GtI &.D" . aaHED *✓ NV 1NAL1:'SELL INSTA T14N JUSTALLATION :DETAILS W/ 1A} tSl',£tT 4 f IYPiC.!L.Sf1�7StEt7 E D EDGE SfkStl�`CE .:O SCE.E1MIfATKsft"a OF-LIM.f.M'. u�J [�� p r '�-,,MWNiWG 5ECT�N5 CA.4.:.8f CaSiBit+gD. CsEE:�PEC147CA11aNS ON SHEET Y •: - 8tH78� SHEEF'18 ' .I-1.Y QL..I�I�G. Pl'.ANY WAY•1a:5t4f 1iG?l.��-� .. .. Hsi Biu fi Rl BUIii11NG tCODE Non.:High'Ve1Dc :..lfurricone Zane X, __. BERTHA r o t 1�L I E C O „��. ,�'wS■,A,,, tk: ' dt n Shu ter System; t v eu -#I W, �i'w/o fiv',�cs�y Ames3C n Sbiitbt.Systems EV •7»aaarPW OATS- ntaaams e7Y: :ax< TItJJt TE5PtfA NGc A+GINkRtNG,COAIAANY` A pf 7lasoc€iissn* Inc. +. `atn' 71-1�z ata/ts:r a/a3/1s ar s:at.xp s%aaa�aumrA:t�gmti u rum-air mar-FE > rtwna (wsjstl-1330 rae:r(a0a78iT-sat 4268;'Weskccacls f?riya z OPAVRNG No !�, s t m� Iataca Doors con. Wast Palm Beach, FL-.,33407- a. vu«tionGwxlsi.'.P i.. j J•-Q 5 : . P.E, SEAt>suirfdAfURE/OAT ; g B OF A ; : cDMc re AR,3roH$ eou> o , ,� " , sarxm 1= BONCAEt'. {5eE`SCFreDU1.E 8H:SHEET 13}; .. TEE tu} £X,SntdG • � � asmucaer .... i tl :, 1 tl r �. �.i„ 1 1 _ � C evttsmm,� soauxi 9 mac O�v •,.• .•:� i t% r : IOCAnOW ,E ,,... Jt i' , f MF HER @TAi#IF3t•H tc,scREwsSmaz:'oc E' :I'. APPLI ME pig) EDGE:OF 5 t ,ac + C YaJM/ffl� a-?0 WSS SYEPPikA&1L `POURED FIAT}SAD GDNtXiEtE'.NK&€6RS'. I`.,�,` su°1osm: +,.iouaFv D {see scHmu�E star Ya) o+ r,srrn. CONCRETE E D (5€E enUuE kT ta}5 aassma REourc+ED D�--- s ENCH ikSTALLAT( N + 7S F QKLY fpx UP 70 70 PS, A.StO C I TIO H FLOOR INSTAL LATION K=-OYER :INSTALLATiflt�. DI'M ;cizFssuzE RaiiWG,a�FOR sPrr�s'eat �'s�A Yt siEDuiE to sHF%;, —tomwuv {SEe:SC1fEC�UtE OM i/�ro TIW9 (;rtkrMw St�€r,U: I h- 1... :i... S� aq $. .. ` ,.V" .r; €7a5iP1G SkEGI"'k_3� " ML,tY.m• .. �%!_., 9 i3 Ezesnria. E1<6nN4Ttsar+xactoa /talwtEfr' - �!4 v�PM#...WKW W�: -- 3 MAS( 1 .tl .. ,,,� ,w.avrvaan m' \. t�/s• aa¢mmNro fox.tt tiN a ty2• ••... 3�`ce t n• : , �iGs/4 Hear. a ..� 1 � 4103/47HEX,IM D CONCREie ANCFfS _ s`f �1 a4�OSAS. HiftS; - a 1 � O�iRiO kod SMQCMNi 1 8 •.T:'d?r -�; �ae 18'': 2Ga airy. � wxt.m�,.pxcoaa?r. i 1 :. 1•<N..s:Ds. •.: r.'uut ,PomwI maim: 7 .. oi�D:g'.eirs _rC,Ffli-FP..N4o.CtoAHaaEmwTE.' .�;' , ,. ,°'-'�-"'_--.. �. ,-OR-•s coNix.sBELrOeCK- c{S sNoEWEE EtT�irecT,HAEe}b,!v�ice+:�: off:HoQse,',itJ>Ox{�EaR}a a�NfiOE4TEECT - K�EYS.;T..�O NE s-N.D'y}'NNG..® _ ;.RIENGntSTA,• L A.l.'io HV WALLWALK=AVER INSTALLATIONASo.cater Au-c OR INSTALLATION . t. V' GUARD S TION` t nus nagTw Uu,Dri:s1,au at — S D EDGE',d7tStCE, REIdWOEtEWHEH-aazra�tEn,, ,w: SHEEt a`r'mz narxsa+urTeR tE sc*aFlc,XiicrS wq 5'tieca a3y: paa.gFT..,1aUiE Eac.R saQtitOuSE FaR:- .. .. INSTALLATION OETAILS.' W a HV. SLAD.E ,. f - .it7 AW WAY TO'SW A'W WSTAUt760N.. .. ._ FLORfQJ18UlLMNG:CODE lion H,Qh_Veloa,t',Humcorie..Zo6e 0%��A flQ zols FAsiEI?!uErAt suPP+Y;rHc AmSmS AcCor&'on Shutter System �tv AmeNcon 5bia#t4 Sy offm usc:ra,sai4 1 o e W;r M.L Q TILUT. PGA ENGIMEEItIMG CGPAMY. SKS fir;, �ATE,i;}E W:= .Ora k.W. •u sae< 3.V.trnarA cAAnEt>s riatrn:S SEi`.. 'QeSacla�lOn, Inc , CfL6::i1 192- 4/131k5:DATE:' 13 15% Mono (ns>gir`-rs3a Fax i,'rsos��i_t33+. * 68 Westroads DXnie' Y RAYttMc;Mo. 2 -. We"stgPdrrjBepcfi FL 33.407 y 4 . 15=0$5 SNEEr....,.. . s 2p. t 'INSTALLATIONS HV'_ t� c�r� O aro amm+re.i,v txx®ar sNEsr U.T ea' I N 1 ewsnwc,c�ass >� ' .. 91AtlE StAC,C OETAA.H4F 5 fOR dtt BLADE W HV EENTERMATES a a ;._ .. OR: 77 e �No WALL ep� crioN .. 2i2'r7/819<rl. .. 8 . ac ,. �1 g< s i/4 z•• s ijz ' Y OP—POSIM CAC nrxxEE w!!zlal/ ,M1fcoal �/2 a4,�'1« :,- CENTERMATE$ C i4TE5 aatH.;xmar,r+. .w n�s,oRs 7o ewlea€is {i�C/661TaYj. � 11o �'a 5.1a.s.m a2':: .lam Ea l. ,4�Sflaxr/z s,us.Ynite� °; GEwuu:t>?tcFrr, `W/ HY fl�d�`or f HV L.O�K° or •� Q« �� HVA_ , HVB & HVC POURM c3yNcn,E os ahss� ..8 g rz�catCENTERMA+ N u®+�ar9 «« 19 4 -aOtg,, 7 yt / 5 OSal-' 1 1) l l�tNr°SEPh17a770N ., {SEE 5CMEbULE - - N, _ . UN SNEEf 11j _ _ c r yAM*:. OUT HVE HVD. fLORM BuUIac.CODE(Non Ht h;Yelocit' Hilrricorie'Zone ,,,,,i,! r ��c ':�"20,5 E+L"'fERN 61ETAL'SIPP CEN; A S 06- ZNfl, Accorcuori Shutter S"stem [L ECC?rtta ■. • r Fav arae�w!ai��w�o Kv�a�a1Y " fir, f *z' TILLtT TE571NG &ENGINFERTHG COt QANYy A111,odoll, ^al o#or Spumepl amcawaos Dart coofitar jm S7ACEt3F �'� a xw s >t sie n ?oar aaa%.ss�`. AssocioHon', i6d. 1 as�1—.,a2 alts�s oalE; 4 tis/1s; ' .�g• a Chir,s o gam:tsnsyen?r1' 4288 Westcouds Dn4e: a .,y�,FSSI Ig:fc��a•� �....m ws, . D G est.Polm Sqc FL 33407 1.5-0 85 xaAnel5 et s E/DATE naa{w4o d'a�1i e., SHE$ 20 : MALE''„ L C S "EE ER ' _., 68) g V.. LOCKERS W'- -1 HU.'BLADE :* Etta ror»IEcnow ��5 aIt SNLt7S to, to T � X16 1 HV :' Ol1T, iN 4 HA CtMTERMATts-% Al tfSswtc off.env ned�,m OH Sl�rb, . �.e Q + w w+oncrdsr m�u�TANenn na a. y�. is wFy.is uwvpsa'.�wnmm e�@oartinwou- DETAILS-ON �rtcc7s tD,t..tg �. n c it sux wmn * fa)s+v:ao wv "T iN. ?ws:Irtvr —� ; � .LOCK ,.:.(INSIVEj 1. zi ': oa 3 3t ox 3t oa 31 od 2 OUT 31 . 1 I/2" S s M s —_ 3,r a Wu;Nur: toter H[a flUT' HiiC-iiuG r tacsr tkrr.x; * L:HQ ENTERMATES. @:HV "T' WCK (O1 TSIDE).: r7MMETR}C HD CE�LTERI�QTES SYMMETRICAL M LOCK (EMRIO$) VZ 0:LOCK hN IOR 4-57'/Y1CY�Ifs Fl/.�GE 1tIW:. aA�w.&�,�Qom.8��•,.�Q rMSJt4-raa�',f�o k4 WI.YJt�lI1H�L B`AWR'Cia76Lt' - I ®°"�`�p°®�m. o. � -FltlAj�y& STACK- _ FIQRIDA'8UILDING::COQE Ikon H h Yelac, Numceiie Zone P. tS -tots &ISTMN Fm .a g H NA,FN,F 9'., A604di6ii Shid i S ;ysterni AwSiSwAw ILv BADE w/.c w/o Hv tt+o +r�Lao� AmMr an Sbtzttor Syste tas p4xamrrlat o .t mxr er w� TILtIT TESTING"& ENGINEERING OGbdPAtIX TATE F Aasoci00". ina t 4ID':t.t '192 +tabs:eus arts/is' A31 A:,- ase.. ,.Ste m VI63Bfl#ucoais.'nwKu aa1, aiwin (1ns}gir-ossa pm_�i�)siLtissti. 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Aecorl ion Shutter Sy teen v OADE 1'0 t)R W,_KV _..q_EICADE ,P Amccn St3ut#er Systems nrsatrc wus�,Er ea.L T7t1tr TESTi¢TG hEt{AlN RING COMPAtiY. Mao'61atlon. Ent. �' rass wtr�mn SLe':;3r�sttEerA cec+s.rtaai,ast m t <3osy6ti-:sso F� 38n-sss # 69•'Ydetroids-Drive.., �,�.c' LLtR4Q. ✓�.+, a mdg Eit9 West Palm 6ecFi;,FL 3340 s at?Rl+V1tNG N4 ,Of ZO .ly lorida.Building."Code Oti i e. Page 1 of:2 Nori : a � . t' +� acts Home:. a Laon: user Rolstra ion ;; Mot'rnptcs ( S-6-1t.5umbargestat$&.Facts..g pu6lxanans a:FBcstaff [3et5 s1te Map � links ; =search � !"rl i s5� � PrAiluetvs per; al j' (y us€a't wbire usee egul eibn �. 91R M.'�IIIIIt1lIR AmAuct 4adxn+,.1'FM1F<7e,>�r+��st�+t,�j7j(M1"�rii++r Saar,ti;>;Aifr.,tx Sanl.irt>AppticatiotiOetah a FL32246-R3: Appifcation:'iYpe: Revision Code Vemion 2014 ApOlication Status' r comments Archived Product Manufacturer -Expeit,ShutterSetvices Ir e, AddresSlPhOAWEmai1:;. 1626 SWSiltmore ST` FiOrE'St Lucie,FL 34984 (772)871=1915 Ext;Y06' callexperi�aoCcdm' Authorized Signature MichaetHeissenberg.- _. _. caliei perwziokcbm Technical Representat'sve Micnael:Heis5enberg AdtfresslPhone/i maEl 1626 SW,•OP"oreSt Port St Lucie;.FL 34984.. (772).871-1915 Egt"IDIS' CttiiExpertr�aoi:cam' Qtiahty Assutai ca Represeit[ative -Michael'Helssentierg AddressJPhoneJEinaif 1626 Slur Biimor,eSt ;Po,1. Lucie,FL 349114, (772)-871-1915 E'tct;106, Gan Expert(c aol.com,. Category Shutters. Subcategory Ro9i,up'. Compliance Method., _Evatuatroh Report tram.4 Florida.Registered Architect or,a-Licensed:Florida PrOfessioiiaf Engineer Evaluation Report Hardcopy Received 'Florida Engineer.Or Architect Name:who developed_thi. .Welter A.-r llit)r„P E. Eyalua i Report Florida;Licenm PE-44167 -Quattty"AsSurahce:Entity. National Accreditation and'Management-Institute -- Qttality.AssurAOco CvntractExpiration-tJate12J3I%26.16 Validated 8y John Henry Kamptnantt 7r., Validation Checklist'-Hardcopy ReceWe 1 Ceoricateof.tndependence F M46 93'COT [ €FR riTT=R ER}IFfi£S ftiC MAti79€t} Ri1Et tl:s:�HtlTrEi "SYSTEM'(`:1, CrR'NC,.�r"x'Qra 7�nr Referenco pWngard and.Year(of;S,fandard) Year" Standard. SECTION:160912 ASTM E•1996;E-1896: 2005 5i;CTION-1826TA5"262 _ -1994. SECTION 1715.553 ASTM E-330 3002 Eclui6l6nce or:prdquet Standards Certit ed.f3y Florida licensed Pro(essionaf Engiaeer.or Archliect Sections from the Code hitp://www.Roridabuilding:org/pr/pr app del;aspx?param-wGEVXQwtDgvzi2NLe5g4C?V... 8120l2015 Florida'Building.Code"Online Page 2 of'2 Product Approval Method Method S Option O Date Submitted 06/08/2015 Date Validated: 06/23/2015 Date.Pending FOC-Approval 06/28MIS Date Approved b8)18/2015 Summaryof P,roduas Fl. _ - Modei;Number orName Description 12246. - Nautilus.RollIng Shutter System Nautilus Rolling Shutter S stem Urnits of Use. Installation Ies_trudions Approved for use.in-HVHZ1No Ed2!2-'�R'L If EXbERTc}atpl'TER Izlti c5 jtiC N&nfT7UiSRt�1ffNG Approved;for`use atitslde HVH2;Yes Ri]UTTER SYSTEM-ORtyi Impact Reslstant Yea: Vended By Walter A.Tillit PE-44167 j i Design Pressure +160/460 Created by indeo iident Third Party:Yes Other Skate Misslle Level D wind Zones 1 2 3 and 4(basic protection Evaluation Reports only) pressure rating t30 30 p S f._at 20 0 span and'+160160 Ff.,177d6 R3 AE f:RPC"IT`,HiJi"rFP SEPVICES INC NAt7T7•n' ! p:s,f.atf)'--&span with'1/2'013.See sheets 15.16 and 20 far atldttionai R t 1 NO eId ai 1 r T 1 P -R OR4i . manse-, ressuresandCreated: Inde 9dentThirdPa!U,,Yes Co 101 t)z. 1940 North Monroe St ..t TSnahassee r X33 9 Phone•:95a•497-1824 7iteState:of:Ftorida Is an Aq/EEOemploycr:Convrraht;QQ7.20f3Snte'of FloNdr Privacy Statement::'9ccesslblUty:Statemenr.,;'Refiind Statcraanr Under.Florida.law,email addresses are public words:Af you do not want your e-mail address:rel.eased In response to.a publlo•re-rerequest,do not send:electronic .man to this entlty:Instead;contact the office by phone or by.traditional'mail.if you have any 4uesuons,'ptease contact'050;467;1305.'PurSunrit 16 Seulort.455,275 '(1),Florida Stamtes;:effettWrOctober:1.2012,,licensees licensed'under Chaptera55 F S inust pfovide'the;DepartmeutWllh ap email address If they bave,ane:Tttu emalts provided may,be used for oWdai commuriloation with the licensee.However email addresses are:public record It you do notwisb to,supply o�per11 addiess, please-.provide the Department with an entail address whlch;can'be made.avallable to thepuDJk,Ta`deternilne It you a`ra a licensee-undeiCh000r�455,PIS,;.piease click6SS�.,... Product ntpfirovo)Accepts: sCCiil9t'S1k.TITt2��:- r http X/www.flar dabuilding:org/prlpr_app_`dti.aspic?paratri#w XQwtDgv RNLe5g4UV; : $/20/2015' GENERAL NOTES: S.fjiC464 SitALL BE WALLED FLV,LAISING ALL OF TtiE.'..R£COMUENTlATl01{S AND:SRECnwit0<4S OF TRE A"K:HOWS MANUFACTURER. 1,NALIRI.US'RowN0 SHUTTER"S1ST'£M smsw.iRN TH15 T? IOt EV'ALUA oN DOCUMENT(r?:E,D) HAS BEEN 9..ANCHQRS RECOIRED FOR.S'ORM SAke CONNECTIOFIF.SHN t,FTE AS SPEC?FlD;ON-APPLICABLE SECTIONS SHOWN�ON SHEET P. VET3M FOR"COMRL4YdCE,i4d ACCORDARCE VAIN III-''3012'(Sth EDITION)OF IAF,FLOP OA SU .Nf COBE., -4/ax3/4 SOUC SET AT SHA 5NUTTMa)Jfp fUi?r2f2z 8Y POWEti FASTENEtdS INC. 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AND SHALL NOT,tXCEEA THE UMMUM(A5.b:):DES±ON PRESSURE RA1FtCS.b,-)CAJEO GH eM. 1S IMM i3;.&.20 IRRII..?6: ,WGE'DISTANCE ANO EMOEDbENTS-ARE.DEY.ONO ANY FINISH MATERIAL :EM$A�6d£NT IN ORDER TD VE&k"r Ut AHOY£CONOSTIOW ULTAWr OES'O4 WIND EOAOS DETEA]fjlRb PER.ASCC 7-10 OROU'T FILLED'OT{ SHALL BE FIRST REDUCED TO A.S,D DES1„N,WIND LOADS 6Y MUI D,PLY4NC THEM EIY 6.6 IN OROE$d.:O ANCHOR,, SPA,d'iC:49 100% EDGE CIWAN E.;41 160% CONCit£T£ CDTA-VE 820CK: T0�C,04PAR THESE W/,MA4(A$.D)OES(�4?RE.S4UR€:Rg0,tI;s,ENOi{AY D 0)4 SPWS T5.TNRU 1H 2II-THwx 26:. 3f8 Pat 3/4- ALK=#tI S 3/4"- 4 1 2'' 'I 1/4'(WOO p:4 '._UOII:AUOKC' IN ORDtR TO VERIFY THAT,CYkM17ON S AND:AI HOPS.ON 7H5`P.E;O.Ar TEsTGT}YVERE NOT'.CVER STRESSED, 1,,�<Cx3fi,;SOLHS-5£T X S vel.(3000 pa:) 4OUALLO'4tf A:3=MCKASE;N ALLOWABLE STRESS'FOR 4/U.'D.LOAD,$*AS tR37 USED IN.THEIR-ANAiYS15.�FASTWERS. 3/�4 K&K BOLT 72 4" t' 2 1/2-.(3000:Ds,) ,.401 ALLOWED. 'SPACTN.4`,S TQ WOW HAVE BEER DETERMINED in.ACCORDANCE ttilt'TN.AS. 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(A)'.10 EX15'.1H£T p0i}R£13 i'.lILF,RETE.M.N:.3:I,tSO PuX CONFo-?ESst4E.STREF+'Dik'. 11,THEINVALG001 CONTRACTOR IS TO SEAL/ChitAK..AMY.PRDOtTCT r'OMPOfir'.NT cO.GE-a Y.'N.lwb'RE wi it;twD,N o CUN'TACT w Its£aulTIMO Sf 18:6 TAPCON XL.ANCHORS lbs VANUPk iti D BY nW,BU LO£k.INC. TD PPEVENT W*WRt+`NTR4s04."CAULK AN SEAL PRODUCT TRACKS ALL MUND FULL LEWTt Kw'1K BOLT-$'AtE„^}}ORS AS MRNJFnC7t,dRED BY%i:;71.it3C. 12,IT SHA.(..BENNE RCSPW,,dMUTY OF,.«HE CCNTRNCTOR�TO"VERIFY THE SOU4VUESS OF THE S_tCTUIE WikR'cPROOUCT 15,16 BE':ATTACHED TO AJ)ftadtMUM EMBEQMVa 01T0'P0uRE0 CONCRETE'sHgL_8a tNSU.RE.PROPER;AIFCt1CRAG"E..Tw,FROCUCT."SHALL�MULY"BE ATTACHED lo,CONCRET£..CGNCRLTF.BLOX OR wOOO Fmmr DULOS:.TM,;S. 2•tJa""FOR 5f16'0 TAPCOW XL A{CHORS&2 FOR 3/6'o-KWiK:BOLT Z ANCHORS, !'].'HIS PR4OUG7's UtStAAAtIGEI S'iAU:COMPLT L4TTFi ALL SPECS tNQ:GTED IN r N0 EMOEDMETd7'INTO STUCCO SItALI.BE;L'W SI AS pA3iT OF TriE:P,ECilU?CD'ENP,ECMDdT. 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SE&ION X4 {ENP. & tl+TEftIOR MUkLLQ�). g i W f£IF,tla"i<ALIO u» PE t/2%1 1 ?'%O.002%CCNTi ALUtd, t s^- 3 � t' - { St�DE KAIL(41.146T SHOWN fOk3 GLARIi"Y d 'we ., 1" Ai«i�• tti{ i.l*r"mR3j< i»w F.u�.�E.x ' .,. s 1 7{ 'C4XP.LR,'"ii:(t'r 3 kt; V:Mo,1t!AC'{,'FF,LTD. f c X4 (t1�•r.�ft�=-»NI `' T /2" � s r s;z � to-.fa{Entsrr� Mol E D. �•r'i`• ',.�,.,�`, ,,. •a�4�:.. cf1 s.._E.0...^,--f37Eaa.€x tib tECUt;sY)P'AGlQ^utrtr?uEit57EYr(2)J 4FH3T' .M £n , j4 xwsc sR -x Ereap510u k9ttoR 1O I•,`IaV:1�QN•i1A•1 623TT •r..i[ca� =1iCIDA SULVINC CA6'<(Ni f11{1 2916!r P�3«6NENTO s kc €-` NfgN Ve'mbhy iTir;tY.�twe. n.»cm'Lbor.n e) (au ti u S .90.4416 1Rcdiiny$huiker$yt r1: .fl7= WALL MOUNTING.'MULLION POURED CC)NCR E WALL EXPERT SHUTTER SERVICES INC. -- 'SECTION W-4 ,«. .'t4�:''*'�"av''; z»"r"""wM+"s�+wr ttu 164E 4 W.mman-sl' T y 15-071 P',?Rt''T lUt R.,Aw!.t .pp,Y�wG Na END&INTERIOR WALL MOUNTED MULUONAN9TALLATION 1'�F t Rto� ��,`;; ; S'.£.yr(�1 M .#aiW 1.�4'k'06 . .vn vGC1 W Zd 1r}r'"+ Pe pr. TYPICAL MANDATORY:PROCEDURE FOR VERIFYING PRO.DUCT CODE`COMPLIANCE.RELATED TO,!'TS INSTALLATION'. INTO EXISTING POURED CONCRETE OR GROUT FILLED CELL CONCRETE BLOCK STRUCTURES {�} $TEP I OBTAIN JOB SITeS A.S.D,DESIGN PRESSURE RATINC,(P s:f.?FOR 7149:OPENING AND;DESIREO SLAT PROCEWRE 46:IF MULV NSARE,USE'BUT WO..$TORM BARS SPAN"L{It)TO PROTECT IT(SEE GENERAL NOTEF2,SHEET Ij. . 1.MINIMUMAEPARATION:TOGLASSFORSLATSLF,MULLIONSAREUSEDBUTWJ()STORMBARS;SHALL, STEP2i ENTER TO CHARTS,(la, Ib At Ib'):THRU IC-ON SHEET ISTQ DETERMINE,SASWON AN IQ" BE BA$EOON CHART,Ic ONSHEET I',IT SHALL BE MEASURED FROM BACK' SLAT S,LIP.(hj.ANCHOR TYPE AT SIDE RAILS;A S.D.DESIGN PRESSURE RATING(p.s.f;I;THE C1F SL1lTS TI?G iISS. REgLXRED MAX SLAT SPAN V fl. .: 2.,ENTER SCHEDULES IaJHRU 20 ONSHEETS 24,:258 26 W/.A S D:DESIGN LOAD.MAXIMUM MULLION THE FOLLOWING INFORMATION IS PROVIDED AT CHARTS;1%'THRU,T0 Td PROCEED KITH I2',W{3R 7.),'AND DETERMINE MAXIMUM MULLt, SPAN(HEIG"WCALLOWABLE PR015UCT INSTALLATION YERiFICA;tON: jNTERPOLATION IN BETWEEN SPACINGS FOR A GWN(�,„G�. :`7i3).MULLION TYPE&. MULLION ORIENTATION. • ENTERA,S:U.DESIGN;PRESSURERATING:'SEE:STEP(I)ABOVE, 3e SEE SHEETS 10,IQA;.I I,t IA,12;I2A,43 8 13A FOR REQUIRED MULLION CONNECTION DETAILS AT FORA SPECIFIC PRODUCT MOUNTING f-STALLATION TYPE,INCLUDING ANCHOR TYPE,THE TOP B BOTTOM FOR FLOOR TO CEIUNG(TW P ED OR V iIL h40UNT1NGSOF MULLIONS INTO FOLLOWING DEFINITION FOR SLATSPAN SHALL BE CONSIDERED: CONCRETE,FOR AGMEN MULLION.TYPE(t,.+1,is 3 9.03), Lactic THIS,IS 7HE MAXtMUM.ALLDWA6LE SLAT SPAN FOR WHICR A.01VEN.IJZS�tT SLIP NAY BE PROGEDURE4C•IF.BOTN.STORM BARS:&'MULLIONS ARE USED USED.FOR GIVE 3"A S.D.AESIGN PRESSURE RATING4 t MINIMUM SEPARATION'f0 GLASS FOR SLATS IF BOTH STORM BARSrANDMULLIONS ARE.USED . h!INLMUMREOUIREDSEPARATiONZOGUISSIS''Okb6DE00NCHAt2T-fe7PROVIDES`SEPARAT'ION SHALL,BE'BASEDONCHART Io:ONSHEET ls,IT SHALL.BE MEASURED FROM BACKOF-SLAiTSTO TO GLASS FOR PRODUCTS W(0 OR Wl STORM BMS(SEE,.TEP 4).` GIASS, STEP 3:OBTAIN INFORMATION ON PROOUCT'iSIDE RAIL ANCHOR SPACING REQUIREMENTS FOR,,. 2.ENTER TABLE I ON.SHEET 22IVIAS;D.DESIGN LOAD AND STORM.BAR SPACINGAND DETERMINE CONNECTION TO EXISTtNG;STRUCTURE'FROM ANCHOR SCHEDULES V6,Vb&Vb',ON SHEETS'16; PAAXIMUM STORM BARSPAN{HEIGHT), THRU 18,ENTER SCRE7ULES`MTM FINALLY DETERMINED ANCHOR TYPE,SUBSTRATE,-MOUNTING . TYPE,A:S.D.DESIGN PRESSURE RATING.:SLAT SPANAND OBTAW MAXIMUhIANCI OR'SPACING 3,.ENTERTABLES 2 OR 3 ON SHEET.73:,WITH A.S.D:DESIGN PRESSURE RATING AND STORM RAR (INCHES ON CENTERS):SEE GENERAL NOTE 7 ON SHEET I FOR ANCHOR SPECS.. SPACING AND DETERMINE APPLICABLE OPTIONS FOR STOMA BAR CONNFC.M14 TO CONCRETE TOP &HOT TOM bk.T)ONS.PROVIDE ANCHOR SPECS ATANCIIORS TYPE LEGEND FOR:VAMOUS ANCHOR STEP 4:IF PRODUCT INSTALLATION INCLUDES STORM BARS.MULLION$OR STOPM BARS'&'MULLIONS:THE TYPES C04EWNG PERMANENT(ANCHORS A&;D)OR REMOVABLE(ANCHORS BS C)INSTALLATIONS FOLLUAWING MANDATORY ADDITIONAL:PROCEDURES ARE APPLICABLE, & CHOICE:{3F 2 OR 4'ANCHORS PER,CONNECTION DEPENDING ON LOAD AND STORM BAR SPAAClN% PROCEDURE 4a'IF.STORM:EARSARE USED .. ' 4.ENTER.SCHEDULES16 THFW 2cON SHEETS 24,25,&36 Vti/A.S.D.DESIGN PRESSURE RATING; 1.MINIMUM_ SEPARATION TO GLASS FORSLAT$IF STOR14 BARSARE USEO SHALL BE BASED ON MAXIMUM MULLION SPACING(MAX.,12 V,OR 7),ANIS DETERMINE M'.AXIMULI MULLION SPAN. CHART'Id,ON.SHEETISATSHALL BE MEASURE()FROM BACK OF SLATS TO GLASS, (HEIGHT)%WALLOVAABLE INTERPOLATION IN BETWEEN SPACINGS FOR Gf`lEN CLi ),"d MULLION TYPE&MULLION ORIENTATION. 2;ENTER TABLE I ON SkiEET 22 WA$D 6ESt6N LOAD STORM BAR SPACING AND DETERMINE :MAXIMUM ., S.: EE :SSHEETSIIO JOA.'11,`IIA,t2.I2K,13.848A.Ft7RM�ULLIONCONNEGTIONDEiAILSATTOP& ALLOWABLE STORM BAR SPAN(HpIq"_ BOTTOM FOR FLOOR TO CEILING GRIPPED)tit WAIL MOUNTINGS OF:MULLIONS INTO CONCRETE FORA GIVEN MULLION TYPE 3,ENTER TABLES;2flR 3 ONSHEET 23 W:TH A.S.D..DESIGN PRESSURE RATING RNO.STORM BAR SPACINGAND:DETERMINFAPPLICABLE'OP7IONS FOR STORM:BARCONNECTION,ToCONCRETE - - - TOP:BOTTOM.OPTIONS PROVIDE.ANCHOR SPECS AT ANCHORS TYPE LEGEND FOR:VARIOUS *'PROCEDURE-PER STEPS t THRU 3 IS SIMILAR FOR INSTALLATIONS INTO V400D FRA,tifiic ANCHOR TYPES COVERING PERMANENT(ANCHORS R&0),ORREMOVABLE(ANCHORS 8:&C). STRtJCTUftE$ SEE'SFIECTS 2Q&.2'1 FOR LIMITATItSt4S APPLICABLE'TO INSTALL.ATIONS INTO. 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RL IC6 0 lite. naTe �,�r `- tur,rtsrwc tna;uccc+Kc mwnun EXPERT SHUTTER SERVWES- INC. x'.w°..'.m�a wen.saiN�sc t¢m.Sw .'lc CF Sek1`s.etw-CJ7t an.y�ocm cam soar ss:tvice n al, f ' "� c9 Caosrtu nax ta�>neo..sass ra.-A'tf ar+«,gy� weawSMs'No 3 L,A, PC ." ueY >,usw,.• SHf[t 16 a 2i: - -t+tttitNltliifti}= j MAX.ANCHOR':S SPACING SCHEDULE'Vb POR A'Gil.EN SHUTTER MOUNTINGTYPE Wf W&'O TAPCON?(L ANCHORS.`6 POURI D GONCR TE WALL X,&D.DESIGN LOAD''&SLAT SPAN-RANGE: t WALL MOUNT ..Asa+ . oar,�a > 4'= 'i' > 5'-6':t :>6'-7.'� >7'=9'? >._3':-t2•.. > 121-16'4-. > tG'-iA:t KUM .4- 3.3 j4: >s _ 4 2 3 3j4 fi�'SIAT SPAN FOR A qa 6 8 B 8 7 SLAT, N LOAD 3/a SPAN ' .. 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SLAT SPAN FOR A Slhs .:....� GNEN A:S.D. DESIGN _..... Sf ANt/2" 6' k PRESSURE RATING SNALI - '" - Li C� SPAN$EXCEED MAX: SATG" SPAN INDICATE[i•py SLAT PERET 15.CE:cyAszT ON 5LT SRAM DEFINITION SHEET:15. TRRPP.ELT MOUNT. t S1AT`SPAN RANGE 0'-4't .} g'..$'T >'5'-6.'1. > 6•-7,.} >7.-W,1'. >s-srl > 12^16't ? 167-24•a >31-4t1 .......... 4 1f2.' - _ _. .,....... >81-405 L t/»' atge=fd^J 6 Gk t/2 K 4. 1/ st21-140 6 ,5 4 i/2" 3 3/4 -' - - ai4i-454 BUILD-OUT MOUNT SLAT SPAN RMMOEr. >�e-7."t_ ... >T-o'-t ->8'-i2•.t >:42'-18`t ..b 10'-20',f 6 .:3a.o 6" G" .:_...G" .6" ' " 6' _6..,,.-.S iI2" 4. 4 t 2' 6" 6". 6 6 G .....:��_ G _ .._G�...__ ..._ 68f >31.-40, 6" 88^ 6 6 5 6 8 G" .6. G 6` 6'..». 6 S 5 i/3 g, ,„M. 4 4 . .>41-60 fi" &" 6' G' 6" 6' S,sf�'.'.5:if2 6".. G 6:" '6 6" 5 4j2" .4 112 >rt-a 6".. 6" B' 1f2 S /2 S 4' 4" 4 - _ 3/4' �inFr-izo 6" G" 6 5 s/E 5.tj�.- t�. -•. t`2 l ..._.r . t f - ln R6£60A BU1Wh6 C.GDi•.{Ties}iSK-1`ekc;ty ?.enc) ��GENS c o,s rxscco m. maxra �� "D�� /�! ®"a fioRltnt�ShutterSystem eK��a,�,s� � ii iws srsuv a cNcnccawc couaAtr 'EXPERT SHUTTER SERVICES INC. .Tit,St�1E"Fi.S.Pt,3auQr=L,^s,ssit A i4t tw.ixs,� ..\. i+xxtt.:.5:, z . 3<°s`4 z,'''O•,,�QfllOa` �� Yx eracu"rvi` eH.rs tazr,res-sxs nF n»,'er,-rrr:c' oeia�m n, 1�4.dLa q...r,:irt.ir..t?:G r:,ire 9jfl{�I�`t-c, .' ncr c :t 4x,; w xs:is cr a .� SCHEDULE Vibi Vic FORCES(Lb/Fl)'&Vy FORCES Lb%FT ACTINGAT IAMBS FdR AN A.S:D..DESIGN:LOAD.RANGE SLAT'SPAN RANGE-FOR. POURED CONCRETE'OR.GROUT FILLED CELL CONCRETE BLOCK WALL BUILDINGS {USE.MAXIh(UM VALUE.BETWEEN POSftk AND:NEGATIVE A.S.R LOAD)„ Wxfmum -SLAT SPAN; RANGE DESIGN PRESSURE. {7�-4' > 4'-5' > 5`_6, } 9` > 9'--12' > 12'=16' > 16'--20" ,R0NG. {psf) Vx Vy Vz Vy Vx Vy Vx Vy- Ilii: Vy Vz V}r Vz 1!y! 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Ratfng$huCter Sys#gym. wj}�J43 „i ♦ ( Lur}Lsn a a cNcwcta xc caueaHr EXPE KS'aRT SHUTTER SERVICES INC. � tV 6TJ kz Yk.ALN'4KG'.ri.)31Ya }�46 }1.�k}NCr&.$iR((r T4k�. tt V rtY+ 4"P}. D? SlSSl6 t.41NJ w� P Yq«t{tC40P"S"ECM g ,T,'ZJIXt wt �'➢ F�OR1Cl ..n r att rood aw ae� tn»rn..o o tiev c-ra ((�6(�[ .Tq"'- .t h}CH o dRtf[ ?,�. .•. ncwum. xn. x SWT PERFORMANCE CHART � ICJ,(ONLY VAUQFgR162 MO).. SLATPERF0RPAANCECWRT IItIiAC TICS:F0I4LYVALIDFOR 1fA"�'SLiPI. NAXIMUN'SLAT VANAND MINIMUM SEPARA 0tSjLMGI.ASSF44A .. .. filVSNVJOODGRAD>w•A,S.D.•QESIGNit?AQ :s'. SLATSLIPtlB';:AND [ORAC,rvt�rrtaii+i#AtsaAs.a,oisf�raFrtpsSaa[ahnNKSfa,apAi{oskuT:cne fr Cri�NFbsa Fa�YYP'cnrEflNRr:irdF�x}asa,�s3aNrasS5uaEi+Anr�tp�:RAwDSNvr'TFRuourert :a'ri�vr.gii �SHUTTEi2tdOUNTIN_QTYPE'.FQR,riC:)ODFRAMES:WALLS:tM'2 4"�STUDS.. iNSTALUiT}ON$SR r STORN.BAr)S.PEt}OETAUY 26:1015. 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Faum lau.:.SEPARxTICfi Ta'%Am fog , x .. }Fa _corms ww ASA taxi mac o(ft},s ao cvr ,u w}a*m Ta B�+c of suit fim7 PQM ftL' n}ue.cur, %AD-=- ISL= W/o smu:ays ;� ` ft {til. )�f raa ro'&aE OF 51AT A. r cesc I: ^ -SCHiTE{F,F.N PNE 52 ! 5 a "03M ff 'rzrat axaecn w/a sTLL1ae ssR5 : ifT +Dxt xt: Ae is o� FiR ssiuitt{s_oas} t3'. n tram-T�. zowc "Pitt Eli Ft i-S7it G�0.3G 54 a-5` a 3' t¢eeaens)adxNmrs6 Wi'W}SA) r-3` 4' WLNaxLAI faDEamus)p=NORSA) 3" ;u t. _ i30.0 '« __?�'_ a:P-J".. 78'_i3.* .... 77 D7.. )t-. ___.. R A - .* 7 _. 35A — 7 7 s 0 +D AW-0, '._ .... EO:a. tQ-D 3Lt a - )a'-1T" .?Q" , S}z 9a.0"� 7 3 7 3 ..,...• t 6 2 ti' 99C D Q f6 a'f. POFD 0 ... 7 3? T]" s a ) S 6 ..✓r✓ a+. CO.D''}'�' tD 0... Fa 6 `IQ'-D' 6 D.. .. t. ..,.. . "� a 3J2.'�. tiOA 7-3".- i.b" 7 3�. E 2. � t y..t19' SLATPERF6§MAtNCE-'CtitiRT IItS ?ONLYY bAUQ FOR'ITa'SY1P): ... .. SWT PERFORMANCE CWMTW fl,ESS THAN V!$SLEPT f �-••{.._.__..�.,.0 c7, ,^__...,}�--y FQRAgAN EDatmml ks6.j.S,Gt1PHEs5URtRATiHs(„ta ANDsHur.,ER,Li5utj'CONIU bN FOR. FORA atYEtanS`a OE51GN t.OAapcf. tRtiTEN i)pNST COHOtTfGafNCEl4XN4 3 t�..' x E�,_�J E�..u7Af,;AtlOtxS tLYOSTCIld.aN},<.PE2 D9TM281'1.QiY .ii)}Q)taR TYF£A'.•tffFORs'#STAE)ATtDeYS i:'QSTaf}L}8A{28 PER iTETAG.2R£tffN � � :' 3 z,� i_. USE 11/ 4, '. t? t' SIAT SAAR QEFINlTtQN CHART III 1I... .IDbi CItART IIIeS srt&"c-TAPCQN XL ANCHOR .,.I..._. . USE ftx"WK DOImt pmmcno t0axc:40.I" kU¢ffJu Pc dihE;�c^ i `T. i .. Lc) 1Al#L Lm NdDNfktTN£AS6.iMD h5D tAdD.YNi$ I ancna sT3Gt3 TA :CLIJJCH6R tI.AT - SPAN. UQL,%a 'WL:SLAT UAX�.am SPAN � ''� URt SfYABfTM to SPAN SPAN TQ��a�)0 fauatur) `,,,L-{FT 'Lida)'tFr) •Liwf"{tTr {fU: To'auac QF sAx:C�? DMN _ r u rat. emm�ocsom aur' `A`mxn via x/0.5tas51 f3a4S. t �°y}e�t�mr°(a7 °'n aT M.,�o STDRr.&A5 Yr {(w sa)T ROM ` r/ x WM';*t5 .ZORc } Z3 ' t t.Ya ZO} INK)U K me-ansa)tac.omai t fu Erni }-S �' �anmd .ttc�aD)x )-S a, DETAIL 1(ELETIATtON) D.„7�:....,,_ its.. a e —77-- e._. ,.s ti. ) )k xsA-.e. 3 :t4"' Q'-Q' }. s n 50,0+^�"' ..._), 6 t�6•.,,T. 540�!... ..$. ... !3cJ'w2: ^t6iC>~;EIT Irt+X >_ATS'.aaS l.,k:7 Sr U5-C tS k.4N r,S _.,.. _ w....., ,....._..,,....._,.._, .,. t ANCHOR, e r: .. SPhCfY Q ..QtaEDi#LES.LN H.:T 21 ND'CAT€T)31T rT.SPA.,JNG Ik”,A*I ANLE FQR HE CQRRESe OND NG S!,A7 SPAN A,01 A.S.C,ocsIGri $'-5- Yn MAXIMUM A.S.D.DESIGN LOAD VSA1000GPADESCHEDULE- f WOOD FRAUt WALL 10 Ss"B:510 STRICTLY ;ACC4RUA)C '.t)YTs aP:CS GWEN ON DETAIL PID -OISISNS FFIRu CiTAPTGf?2;5-.,OF t .-<'JJ✓J/i" //J�;�„ wwMR DXQA-,M;=M{1�46} +NE'FLO ICA BUIL Rfi CC*, VI!tttdU!,A L.YTCTWID=WALL AT --fTHEP, Sf 3 '3---.-- •, uTtEm 3,'2'£,0(c-1ozo SIX 6.'QFffNING,SH41 BE,aw (00.35} ., ..w. FQ'{:tpLKT.AS-+"Ft=S.X€RI{G-1145'} • ,, .,•••t.Ti3tT FLR+.AUiI4Tds.naE,I2"(Cr+O.$i} s StBL QEFfPL4N FLAPIDA',8ULQ3NG COG£.{3')cm:Siq?C Ttl'.xity kktTfea+jt Zeri¢) I t}ut>rN!eT x nn 3a.a'fog DAD ff`I t r c 3 ♦� ••,•. �i C 1A h� i Fwa4{Ch: wk o r U INSTALLATION INTO WOOD FRAME STRUCTURES �4\ \L ' f�!Q��}:!��'r rat'. t m -r,-LTE f ♦ RiiPlirrg 3hutfer SysReen a.r`yel,s. { t ,I. E cs`�Inc. tTMINa- (. t *:._.� ^'# taus a ENDiRLCRN}D DauwaNF EXPERT SHUTTER SERVICES INC, \w`��.t3: 7m, ,` w C axa is.�,.r t i"rx co'wu`fn i iarw )c.a sx:w'u3•.T.:a.k Ts--07 s d f ri avD o SLATE 6f Yr7 Z. YYfKLifSi T _ rf�am' .-� p 14 ,: 4-,v wA.T siaaxtx.•m{=.srrc .'. . n ,.. P.faesan1 �.i ranR.e: �sp'04>.5ti DETAIL 2'(ELEVATItR t n)sea»x n m arc au6n tavwiwGm-aas k, ' MAX.ANCHOR'S SPACING'SCHEDULENI FOR Ai GIVEN SHUTTER MOUNTING TYPE WOOD GRADE,A.S.D. DESIGN LOAD(Oso AND'SLAT SPAN RANGE WALL MOUNT&BUILb=OUT'MOUNT TO:2"x4 WOOD STt9D 'WALL MOUNT TO_2`'x6^VVOOQ S'TUL3,WITH MINIMUM 112"PLYVItOOD (SEE DETAIL 1 6N SHEET 20). (SEE't]ETAIL 2 ON SHEET 20j u,miw 51AT SPAN RANGE MU, $lAT,SPAN-ItMt('E.. 'k=otsw NPOD'GRADE x MOOD GRADE Z tp to x^">ar m s'>5 to s >c to r >7 io Sr"tis b po` S 30.0`: 500 rrot P#RE'at2 do __ 3QUTHMII ME 12 zp. 6" 6' s 8 6 d 3J4' (0=055) � !y. __.. _. p_ozo. 6`- 6" 6 �6".. 6Ea� 6" .. 6° �a 3!d' .,ts.i!4" 3:3jd 3"; - UGl1S—FIR—S0f!(tt SkltlCitkS F:1�-SUtItF( IG .46} ca` �• {G 0(5;: dt 6 6• 6= RtIGE%E#E-M-1OUtH a 30.0 .6 �10E:�h€=zk?-SQlftit 3s.0 G" tS' E" 6" 6" 9 s�< BUILD-OUT MOUNT TO 2"x&'WOOD:STUU WITH MINIMUM la"PLYWOOD (SEE DETAtL2.ON SHEET 20) wavwr .. STAT:SPAN RANGE:. ' WOOD,GRADE a �" >s s' >:s�'.. >5-r.` . �r�•' >5_to" ;c:!2 '.insert r amIRR r wan r,r. upuya: - wwr w e urian w. uaan`r uoprt r e w.inZwax;Zme!snit R uaartID miTttERti PINE#2 {fs�Ii.55} �0 .: ._ d" a" .50�. 6' ;... 6.. 6 o" 5^ S` s 3Y4" 541/4' , 4 ." j» 3# c'3QfJu'eAS"l:Ir7�S0JTF7 5..,30.0. 5". P� 6 s" 6 6" S(3t1LE:t?CNE—F7R—SOIEN t 30.t7 6" 6' C' S' G" E° n^ 5" 6» ife 5r G=0.36 i E * `fiiµfllF{Rllgttot A.TI( ttA.K: SPAN FOR SWT fOFt A a`I�GF1. L '�'yf Fiorlc�a?irtcilS.G�p1d'-{Ncq#t�n vcfocny u,rr;cane.znae} Gfet tl, S D DESIGN LOAD SHALLNMff$'E9CCED MAX;, ,CEN$' f' . ocarststcco�s, xitxa rr SLA1 SPA%' 1teDiCATED 6N.. L F $ _ Nautilus r. �L` 'ARgS. HRottLsg Shutter System: yiatsg EG6,11e- SLAT PEn dRmA'NCE C DMC Oft 2D SrI EXPERT'SHUTTER SERVICES INC. IkU1ESTi R 6 fNGWFYp4+4 CQ�?/tt+� IWA S.W. I"T S^IMI 15-071, .. .f { 1 T-a••:tx w:-raza>.... ay,,,,y,-. ;.- Muss St,.tJ^ R S+?P.+ 071' "�p mai 2+\nCOCMt;br EM1 [�}Ir9-tY3 t ih�).e»-CYd nainu:No TABLE;I MAX.:ALLOWABLE STORM BAR SPM(ft).FOR A'GIVEN A.S.D.DE&ON LOAD p s,&A GIVEN STOAM BAR'SPAcM(ft)** rauu. STt)RMBAFi,SPAGIIVG (>r ter. PRMF . pall M& .3.+r? 4' 4.5' 5;5' ... �.6� 34,0 1:1"-Q" 11 t#"' 1'#`-0 7 T Q"` t 1-t3" t l Q' #1 -0" 12 -0" i l 0 11 Q TFitS`REGION i5 ONLY V,�l;il FOR INSTALLATIONS' 35.0' 11`-Q" 11:-0 t t`-0" 1 i -0° 11' 4" t i'-0" l i =0" i i'-f#« 1 1'_Ct i 1'-0` 'i MFf t OR MORE STORM WS PER SHUTTER. 40.0 11'=0" 1:1'-0" 71 -0, 11 -0" 11 -0 i?I 'o" .. l.i -0" 45.0 #1'' 0' 71 Q 11'-4 11 0" t# t3'. 17 0 I i 0 11 0 11 I:1'-0"`.. SP,O 7.1' Q i 0 t l"-0 17 (2" 1 1—0" l t 0 ?1 .Sl T i t Ll t t i? i t'-0 s THt 'RL GIO�Y jS.t1NL t VAIF FOR LN=TAL TL Sas'1 55:0 T:t' 0 11 Q" .. 1 t'—t3 1,1 13:--0" 17' 0." 1:1 0.` 2't7R MQRf NORM c�APS PER,SyUTfER: . X64:0 1:7, 0» t i 0 11''-Q" 1.1 -i} 1-{} 11'--0" 11`;p" W-0" r1"—:D" - 70.0 t i'-0" t 1'-0" ia'-U" 11 .0" 11'-0" Ill-0.1. t t'-Q' 1 U'-0":* t1`.-4" 75.6 t 1'-0" 1.1'-=0' t.1'7011'--0" 11-0" 1 t:' .0" ti—o' - eo.0 . 1t1.;,0>. 1.1 -0.. 1 95:0 ,1,-Q« _ _ .....:._........_._:. 1'00.0 1'1'-0' 15 -Q" i V-6, 11•-011 111-0" 1'05 0 t 1'-Q" 1 1'-0' 11.-A" S 1.'-0" I V-0" - - - 7.10.tT #V-0" i 1'-0' 115.0 3i°-Q' i1 Q° 1,i•-Q ii. �.. �. _ _; - _ 1 v-0 t(1`�10'.: _ 77-- 71; 135,0 .17-0' 748.0 21'. 0" 145.0 i 1:'-Q" l Q 10-11 - - - 150:0 F*# WEASURED WDETWEEN GE14TER LINES bF STORM FJ RS IN ( �:igiunFtttpyyr FLORiCA BUILDws CWE(Hoo!Hgt.vowitx ttumecns:2a.) # FEzr Oh FROM Tip OF.SIDE ML TO CENjER Or STORM t3AR:; c ✓hri. ra.a tiisce'ava:gsw � 4 c kNotil — — �> ��. s+ i t RatRng 5hukier Systems nun•sasntrp tNcr[Sm"c ccuraar I EXPERT SHUTTER SERVICES,INC: _•^'� 4a)n.'SDq. f"'`_,6..taGrtr.ata 1 57,N !G G G.1T.@y,fl�,`d51'V <r«.. $TATE E rocs.t xrz ec-a+rsa+ {t, ,wG max wq.•atb.�,00m' c; tk4Cl�.r..ex,ru,.r+»ar�.ww Matt k. <'�. •'' -xixtE;x,a.Rtitr.w,n.4.. m,.. . -.,mr....,. .. r-fi'E. a ` @`€ ';tGaiae.vs:t.•*teT au...ux: mh, :al Von .. _ .:rrrrr+ltriifllfiNitrit, .. TABLE 2. TABLE 3 l 00U[JRtMENTS:FOR STORM BAR GONNECTION''TO CONCRETE TOP AND BOTTOM PER,- REC UIREMENTS FOR 8TOAM BAR CGINNEC TOON TO CONCRETE,TOPAN[I lj6TtoM PER SECTION SS°(SHEET 9):FOR'A GIVEN ASD:DESIGN LOAD(6.ill&STORM SAR`SPAGING.-(* SECTION$1S1'(SHEET 9) F..OR A GIVEN A:S,D.DESIGN LOAD jo;sl).&STORM BAF(SPACING{R} wlwi wx+rx STOR}A_Bf1R'SPAG{NG a:tFT) STORM BAR SPACING e"(m 3:8' 4; 4:6' S' 5.5' V. 6.661 EO.n 2" Z fi8?' 3' 3:$` 4' 4:5' S' S.S' 8" 6,887' 30A vD.�CC.:DO.. AA6D.:CC.DD _.. OGD C.0 ....A9 • ...m. @.S• ..._ @ ,.;. 1G ."..,.R.9@:C 'Ae8.0. _ -AAR�:-_CACCACC .AdCo CD —co "all0.jL0 A.BCD & Ae.c SG ,C.DC.D _ %Cc _ wB _ _— ABC2 . h%.c.0SOA BC 66.0 „'?Rc` 'D.:_. AiB:C,4 :�A$.CA. !4a:� ABC a,.S.C„ A„,�,,,M„ A A SA-,�.AB,C,-;,U•;,, t,,S3:fn4 A@ C 0 ,h@ C,Oµ,_A,B=G H.„.., AES,C.b_ A 9 C 0 a,BiC,D FS:@y 0 JifbC �5A0' A%5&_ %r_ A4C&_.__a+.%L._._._...A,B,G-.......... A...,M.. �. D.. A_-D,,C�S) A.aCQ A:BCD tcB.,CiD ,AB.G... .SSO A,fs,CB t}@�C,Ft, Aq.G AHC.. A. �: - p a.. 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MACII;NE r SCRcffS ..• Q. •••• ri dols rf1:cco-Rc > p s/.ta lsujsD.usEx TAFCan xN f aRS;.aYJ' fi tf4 CQ2dCRETE(irE=6WARTps,}} INC. 2SS9 : ROCIfDs ShU{fel Sys;6m vy#vri.4 ,wtc .. �,�.,. tiwt�ttstn+o r cHcraeewaa ca+vAr+r 'EXPERT SHUTTER SERVICES INC ..g; TR-�.�.:_.__..__...* 1G76.sw stnrs� n;Fc1 EMBEDMENT 1S•BEYOND..ANY FLOOR'j CEIUNC FlNfSH = ' '•'�+"• Ixeps-moos >: x4rt+z n e eqY ketuOa..t K'T At l'Cl Fl.349St * 1pQf �: xv a+cer4v n�oa,++�a4t• as.rFa n,rtur t^.a_. •n... .auw+w i - .. aw.e.." m: �tGVA( � t14��A tu,f 4.58 ,. .i.as •.. .. SN[Ct�-0r;(� : SCHEQULE-18 SCHEQULE2a. FLOOR.TO CEILING'(TRAPPEQ}MOUNTING WALL:MOUNTING MAX SPAN"(ft}FOR END AND INTERiOf7 MULLIONS FOR A GIVEN MAX: SPAN(F C)FOR END AND INTERIOR MULLIONS.FOR A:GiVEN ASM- SPACING ft;• A.S Q DESIGN PRESSURE CIG(p.s€),&AMAX MULLION. 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