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Florida;Building Code,..Online Page. l of 2 1 �i d S 3f�C12i 8cl$tioma ; tng 3n ;UserReglstratinn I t}otTopics j Subtnit5ureNaivje i Stats&Facts Publications f9C Staff! .BGIS Site Map tJnks k Search f ProfessBusines r� Prutluct Approval', { w'a{ t15ERt;Public User RegU16 on YJ fltl�tl�hi P nA i t�r i m��t.tadrst>prnrhtft ar/innlication'Scarch">tinoilra M YtgL>Appllttitlo�$etoll a+4 FL Jr FL32246 R3. n " M 0 ApplicaQonType, Revision Code VersEon 2034 O0 •-� Q k5 �� Appllcation Status; ApproVed - 71 t� a� Comments. r Archived; Product'..Manufacturer Expert;ShuttetServices,Inc., Address/Phone/Emall 3626'StN Biltmore ST Part St:Lucle„FL 34984 ” -871=1915 Ext166 canexZwawlorn AuthorizCd SEgnatu_re tlichael;HeisSentierg, cailexpertoaol.com Technical Representative; Michael,Heissentagrg Address/Phone/Email 1626 SW 811trnoneSt Part 5t Lucid,FL 34984 C(772'1171 �(772)871-1915 Ext.106. eom Quality`AsSurance.Representative Mlctiae)Helssenberg AodresS/PhonOEmaff 1626 SIN_Bill St . Port St Lucie;.Fl:34984 '(772)871-1915 6ct-1(k6- GaIIE><pert�aol:com: CategoryStititfers Suticategory Roll-up. Compliance Method. Evaluation Report from a Fiorida Re9istered,Architect.dr-a UcensW+loiida Yrafessional.Engineer Evaluation,Report-liarslcopy Received FloridaEngieeerorArchftectNamewrho.developedthe- VJalterA;.TUttJr.,:P,E. Eyaluat(on;Report. ,Florida License P.E-44167 .Quality Assurance Entity NationatAccreditatton and'Mahagemerit.Institute P. QualiNAssuranceContractExpirbtion'Date 12j3iJ20i6 :ValidatMl By John Henry Kampmann.Jr. Validattan Checklist—Hardcopy Received Certihcate of Independence FL12246 k 3'COI FXPFPT SHI rrTrP gMirrp� Twr rraf rree t sc vele t tae,c—i-rcn Florida:B,ulding Code"Qnline Page 2 of 2 Produ;tApprovai.Metnod. Meth6d 1 Optlon D Oate:Submitted; 06/08/2015 Date Validated: .06/23/2015 Date:Pending'FBCApproval; 06/28/201S' Date`Approved- 08/18/2015 Summory.of:products MAP ]Model,Number orName Desdr! tion: 12246:1 .... `Nautilus Roiling Shutter.§ySterr. Nautilus Rollin_9 Shutters"tem Units of Use Installation Instructions; Approved for use in HVH2.:No R i?? A3 17 kixep 51i1i'I TER FR4 jai d i Tlif Iifi-k LtINC. Approved for use outside fVHZ:Yes15-i171PrIf Impact Resistant Yes; Verlfl Id 8y Wa,Iter A,Tigit P&44167 I Design Pressure +160/-160 Created by Independent Third Party;Yes Other•State'Missile level•p•windaones i,'2,3 and 4,(Gasic protection Evahiatlon Report; ; only),Pressure rating +30,-30 p sS.,it,0 0"span and+160,-160 i F.t22ah.R:t AE EXPERt':SN1,YT7'ER SPRyIC' I 5 NC NAti7'!l trS i p.S UzIt 8'-0'span with s/2'shp,See:sheets`i5j i6 and 20 for additional a I I:iNr Sftt TrER SY P.E,R. Rt ressure5 ands ns. Created:b Inde`ndent Third Party Yes i Cisnfect llc;;-7.9a0 litarth.tai+nroc'SY.reet:.TaF3ahassae tL�.i399Phone 950-497.187a The State,4Aorida'Ism AAAEQ employer copyright aAi�613 State of ilndft Ptivaw Stat Ment::,SC=fbMtyStatement::tiefi;n Statemant `Underflorida`lalr"email addresses are public recoids.)i you do not want yourie-mail address released in response to:a public-records request.do not send electronic maltto this.entity.4nstead,,contact the office by phanci rAy,trodnioaal mail.tf•you have any questioos,'ptcose wntact�a50:4n7,i'395.+Pursuant.to Secuorr;45S:275 (T),F'Iarida 5fatutes,:effecttvdOctaber�l,7012,.licensees licensed under Chapter4SS,F.S.'ntust P,royide:the Repartmclit wltkan;etnall addriiti lf.they fuivo`ohe:The ematls provided may,be used for official communication with the Ilcensee However email dddresses are:public recordA(youu do"n.wish to supply a pemonat address, please provide the Department with an email address-which can 66 awd`e available to the pubik,To determine if you,are a IfcenSeg{u0der Ctsapter 455,F S.,pl@ase Product Appfotiei A—ptst W. El M 3CC.li 1`Itti:V t�lli r�:C" i«CEiCpxt_" r,,((fj ss, B.ANLk1ORB sIta- at'NSTAUES2 F(Y,oWwG.ALL;CFirt'E,R£C9idUEz:DATtt){1S R1.0 S?£UFkGT1CNS i YcrtAUlfis'.k15'R-OLLi'�'fi Sitt3STER 545T£F.i'SHaKN(}tJ'i6T€S PRGO T:L�P+LUATiOIY DI)UMEN'?`PED Y FAS'�BEEN .9;Rt1CF:CRS RECU.f2EII "CR STORM Bf3'S.CCfiYt-d.:TP3cY..., 9E AS SPEC?FSED,.fN4 RPPLifiA9t2 5£ VERIFIED FOR COOPLYWCE IN ACCORDANCE:WITH THE 20Tx'(Sth,EDITION),OF THE FLC DA SUILIVIG.CQQE:. -3/8'ozl 1/4 CALK-SNS VMUFACEURED.DY CK yigR,"FASTENERS.INC: NAUt4(UU5,=1�1.41t.v SHUTTER S7ST�rtT..$tiRI.i(vDT:BE:t#tSTAILED.Ai.Hfih.2 YEL0."ttl`liURRiC0.SE?CTdES'.(IC:,LCS>D4S3E ..4 $Cii7".4 S,T7lfGrSLT";LthNUFlwf{.SRED.6`I;:�T.:RCIftT.•:i?iC. f$ROni'1RD,:GfiR?N8c5}; .... . ... _ .3ZS10 KWIK BOLT`;21AdAbFACitIRED_BS'HIM,INC;, �4t'WND IAADS SPAEL..:RE..D£TERitt+ED AS PCR SECRO+�100=J:Cf THE JtR-tNE.M£,�11TiRiE,6 CCik£._ �thwo TAPGCN$#'NvrACIURED.T7t[Tit BU8.t3c.X:INC FDft A BLStC Tt1ND STEED A5 R pUREO IIY TI+E:JUa8S5 emir WHERE TN£St 6f UITEKS W,.LL ae`jNSTALLEO FOP A D�RECTtOtA.FTYfACTOi KgaC.85:U5sN'NG ASOE 7 r0-FOa thTxtFLihTd03a5 UNDER 2010 F6r'.,. L0O£ 0'-EDISI :G TD''LWE,A£1tST5 NG I'M AVOVK F ONEDSH 04ATERUL. $ ":BE A$INDrATEt AM1D St#AL4 NOt ExC"£f rNE NAariNUM(A5.D.}„DES CN PRCSSzfRE TNT¢bCS,ud04G0.TED Qrr NEEtS"46 t 3 tF 46 k 20 litRU Rfi EMl IN 4RDEPk-TC rRtFY,THE A64Y£CONDITION._UL7€MtAT'E DES!CN WIND LO4OS DET£RTttkED PER ASCE:7-10 SHALL E£FIRSiREDUC£D 3 ASO::DESION'N1ND L+LADS"BY MULTIPLYING THELE BY 04IN ORDER,TO ANCHOR. SPA..iNG,a T00"z 'EDGE,OISTANCE'O T00%; CONCRur TQ C04PA6z THESE N'f•,ATAX.(AS.ik}DESIGN•PRESSURE RATtrtGS"atQS�ATED Ota SHEETS 45 TH3ty 18&..20`TkRU'2b. '3/S iiw i/4`CA X-lil 3.3/4' 4'T�2' '4 i jA'{3000_Pra') t/a c 4W S LT12 0 $ '"Do Pai}" 2, IN-ORDER TO VEpIFY."TIW COAfPONEMS Ai:D-ANCHOR'S ON THIS PE:C::AS,TESTED IY£RI NSf7 OVER STITES5EO,. 3j6oT(vAFt;60LT•T2 .. $"` '4'' .�. r/2"•(3006 Rx). A'33x IA`CREASE,t{ALEOyA@LE STRf55 FCk VhNO;LQAl15 E NI Np E[t,itt THE1R•WL�YS!S.TASTEH S: SPAC€€NGS-TO.WOOD NRYE sEEa.pETEnMSTaED IN*A:GCOFtTNdCE WTTY N.CS,2OT2: .�. 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WEF1f3E=8CLT A4Clifr4,�6EAN}SFi+CT?,THIO BY POWER FASSEtrERS:_INC �3,ALL ALUF.TEVUM.T;XTR€lSKNdS SIi?i:i.BE SGS3 Tfx�ALLOY-(UlICESS OTHER'MSE NOTEO);;SF SLIT:2, kimuoI£DGE 6tswi�'ANJ-SPACING FOR ABCNE MEflTtCltEO ANC�lORS Slt"S.TT;8f AS'TVOfC.AtEO 4:ALL,SCREK'S,(EXCEPT.ENO.REITJITFCN SCREW C TC EE 5TAkNLESS STEEL 304 CR3t6 SERIES WRii-SO.kAl. EDGE OESTAI;ICE AND;EE!EDMENTS"ARE BEYOttD':ANY.FiH45It,L�J+TERTAE." ; .. c t'=ELD STRENGTH A14D 9O'0«I SENsiLr-STRIENGI > `F.ORROSM)N RESSTANT COATED`OARSOWSFFEC'AS;PER DIN" :AIM ALL SDS ARE TEu.$CRE'tt s'.NAdI41FAGTUREO•BY IIW-DIALDEx-'.qu SRAUGOIAKY Wf FLOR:Cti4 BUS-X'<C. uclidR $PA:!NG Q S"t?0,: EOG DMrMUCE 0�€OD% 'CONCRETE CODE SECTION 24t 4.3:3,A, ..... 3j4 a KWIK:&CLT-.17 27' B 4 V4' 3000 PA+) 8;BOLTS r0 BE ASTM'A-30,OALvAiijjED OR Aly€SOA OR,316 S°RIES STgRiLE55:;5T£EL tY Tt 31i kxir V'm,uuA# I/Z o wit"Bat. t2 2Z 1/2 7 t/2'.. 3 4/t _(3000 TS) YIELD 51RENGrN .. 3/B v K%":&XT'TZ6" A 3, 2'(3000 PSI) 3f1iG MUS-f?.'SCRiW; t'" 5 2'(3000 pg) . 61 WUTI.US RCLUNC SH UTTER SYSTEb.BEARS It. PAT PATENTS,J6,G95.M.AND j7,46%98O;. 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'�'1►O(MG NQ EuB_0+d£rt"INTO'F(NIrAl MATf,RI;L SHALE;B CONSID_'nETD A.,P};i#T'Cf THE REDUIREO EtaBEOMFHT'. S�'�•-- ,.;, .�"� 7h-� IL .. }rh WULT EDGE DSTANCE E,D3 OF APCON:ANCHOR.INTO A0�SHALL BE..2 1/4 EDGE GispNC„;:IS.. ,�T^•• - IiTSST?sSx Ho tri c>,erxTaA,ao cowpANy 'EXPERT � (( «C� A'.5'Mk..a"..t a ION BEYDr D ANY Ft.';Sr4.'MATERlgE rt'. tsg5s s Ax. x twlAa+-:as CT}I!d CAS:TT9AT PRECAST SIGNE:'+�PRECAST CONCRETES OR'BRI FAIIELS 4ENEER OR PAYERS:BE FOJIvD:ON .ac T0C E`(ISTTNC KA.L,OR FLOOR,F,NGVOR5,SHALL 6E TG -04f;ENOMR PEACH'THE-IAAAt STR�c;T.RE ELF?€ND `rA. ''A.ruff `I`.E y S'="PANELS' - �i qTr' e1.t+tEw .c;t,xttST t� � #2: 443' #4 #5 #6 u789 I N50 #1 t�• yr al c r, :...... DETAX,A; it•. -. 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AT `A:7146)1+4,p FtARi7A 8f,S etv z E'n.MSon mcfim �y ' { S N;r £ik�GptA_Et1"iO EME::G APPV}ASKS- WALL., V,7T PFA-BOTTOM), NEs.94167 ' WALL MOUNTING:MULLtON.J2 �r�" "c�^� - iIL ECC.:tMc Pooh D'Cf3NCR€TE WAt L nun 7can a r cxcmccwnc sawvur{ EXPERT Sl SECTION YJR IMaw w z c c v n aa'>)xt ism '� Rtt1A "tr: EtVt?&}M AOR'WALL MOUNTED!MULI fQN INS`tALL471Qtd t" tac. ,tt#s TYPICAL MANDATORY.PROCEDURE F.OR VERIFYING PRODOCT CODE COMPLIANCE RELATED`TO:ITS INTO.EXISTING POURED CONCRETE OR GROUT FILLED CELL.CONCRETE BLOCK.STRUCTUF STEP1 OBTAINJ4B SITE'S ASID,,DEStGN PRESSURE RATING'(p.sET:IT FOR THE OPENING ANDMESIREO SLAT PROCEDURE:4b'IF h9PWONS'ARE USED.BUT WIOSTORf.S.NRS SPAN"[`(I1)TO PROTECT IT(SEE GENERAL NOTE')Y2,SHE 1.MINIMUM SEPARATION TO GLASS FOR SLATS iF.MuLLiOus ARE L STEP2:ENTEKTO CHARTS;(la;,,ih di ih`)'1HkU'IC,ON SHEET 15 TO,DETERMINE,BASED ON AN, lr- BE.BASED,ON CHART tic ON SHEET 15.1T SHALL BE MEASUREI SLAT SLIP(!n)i<ANCFiOR TYPE AT$IDERAILS;A.S,D.BESIGN PRESSURE RATING(pxf);'fH OF SLATS TO GLASS. REWREO'MAS SLAT'SPAN 2.ENTER.SCHEL}ULES La THRLb2tl DN.SHEETS 24.25$28:Wt A.3,0J THE FOLLOWING)NFORYtATION IS PROVIIJED'Ai CHARTS.i.:THRIt.IC TOP GEEOMH. SPACING JMAX 12`I$',OFS T'),AND DETERMINE,)MAXIMUM MULLIS PROOUCT INSTALLATION VERIFICATION: INTERPOLATION tN BETy EEN SPACINGS FOR A GIVEN MAO..� MULLION ORIENTATION; • ENTER A.S D:IIESIGN.PRESSURE RAA,'nw:SEE STEP(i)ABOVE. 3.,,SEE SHEETS 10,10A,it 11A t2;-i2A,1-3&13A FOR REQUIRED Mt • FOR A SPECIFIC:PRODUCT MOUNTING.INSTALLATION TYPE,INCLUOM ANCHOR TYPE.THE TOP&BOTTOM FOR FLOOR TO CEILING'(TR�ED).,�OR WALL MOI FOLLOWtNG;DEFINITION FOR.SLATSPAN.SHALL rBE CONSIDERED,' CONCR FOR A GIVEN MULLION TYPE C G, &,C ) LuAx:THIS)S THE MAXIMUM ALLOWABLE.SLAT SPAN FOR WHICH A GiVEN.I/Z"'SLAT SUP MAYBE P06CEDURE'4c IF BOTH.STORM BARS&MULLION&ARE USED USED FOR A GIVEN A,S.O,DESIGN PRESSURE RATING: 1, MINIMUM SEPARATION TO GIASS FOR SLATS CF BgTH STORM EW • MINIMUM;REQUIRED SEPARATION TO GLASS 1S PROADEO ON.CHART Ic PROV,IDES,SEPARATION SHALL BE BASED ON CHART Ic.ON SHEET,1S,ITSHALL,BE MEAS TO GLASS FOR PRODUCTS W10'OR W/STORM BARS(SEE STEP 0. GLASS, STEPS:OBTAIN)NFORMA`lON ON PRODUCT'S SIDE RAIL ANCHOR SPACING REQUIREMENTS FOR. 2.ENTER TABLE 1 ON SHEET 22 LY/A.S.O:DESIGN LOAD'AND S`fopt) CONNECTION TO EXISTINGSTRUCTURE FROM ANCHOR SCHEOULES.Vo Vb&VW ON SHEETS'.IB &AAXIMUM.STCRM RAR SPAN(HEIGHT); THMU 18,ENTER SCHEDULES mvi FINALLY OETERMtwo ANCHOR TYPE,SUBSTRATE,"MOUNTING. TYPE.A.S,b>DESIGN,PRESSURE RATING'& SLAT'SPANAND OBTAIN MAXIMUM ANCHOR SPACING 1 ENTER TABLES'2 OR.3 ON SHEET 23,WITH A,&D.DESIGN PRESSU (INCHES 4tJ CENTERS):SEE.GENERAL-NOTE?ON SHEET i'FdR ANCHOR SECS., SPACING AND DETERMINE APPLICABLE OPTIONS FOR STORM PL41 &BOTTOMOPTIONS PROVIDE:ANCHOR SPECS AT ANCHORS TYP. STEP'S;IF PRODUCT INSTALLAnON INCLUIDES,STOR(A EA IRS MULLIONS OR STQRL9 BARS}&MULLIONS;THE: TYPES COVERING PERMANENT(ANCHORS A'&DI OR REMOVABLE FOLLOWING MANDATORY ADD)TIONACPkOCEDURES AREAPPLICAI3LE: &A CHOICE.OF 2 ORIF ANCHORS PER.CONRIECTIONDFPENDING 6 SPACING_ ARO EDUREda;IF STORIA BARSARE;USEP. 4;.ENTER'5CHE27ULE51s.THRU.2o ON SHEETS 2A.25&28 L1ftA:S.D,D: I.m)NIMUM SEPARATION TO GLASS.FOR SLATS IF STORM BARS ARE USED SHALT.BE BASED ON MAXIMUM MULLION SPACING(MAX. 12,8`OR T)AND.DETERMINR, CHART ie,ON,SHEET15,IT.SHALLSE'MEASVREDFROA9!3ACKOFSLA'sSTOGLASS: (HEIGHT)WIALLOWABLEINTERPOLATICIRINSETWFENSPACINGS MULLION TYPE&MULLION ORIENTATION: 2 ENTER TASCE.9.ON SHEET 22 M#kS.I3'OESEGN LOAQ:.STORM OAR SPACING:ANO DETERMINE MAXIMUM' - &SEE SHEETS 10,10A,,11.11A 12,12A,t3&:13A FOR MULLION CONI ACLOWABLESTORM BAR SPAN(HEIGHT). 'BOTTOM FOR FLOOR TO CEILING fjW8PED)R;WALL IrtOUNTINW OR A GIVEN MULLION TYPE ). I EtdTER TABLES:2.CR 3 ON:SHEET 23;WMiN,kS,D,DESIGN PRESSURE FtATING'A)JD STORM BAR: SPACING AND,t)ET I=RAItNE APPLICABLE'OPTIONS.FOR STORtA,BAR CONNECTION TO;CONCRE`t� Top 4 B4OTTOM..OPTIONS PROVIDE ANCHOR'SPECS'AT ANCHORS TYPE LEGEND FOR VARIOUS �"PROCEDURE PER STEPS 1 THR(13 IS 31MILAR FOR.)NSTALLA" ANCHOR TYPES GOVERING.PERMAN✓RT(ANCHORS A,8'Oj OR REMOVABLE(ANCHORS B&.C)._ STRUCTURES.SEE SHEETS 20&21 FOR.LIMITATIONS APPLICAI INSTALLATIONS:&`A CxCaCE OF 2 OR 4,1ttJGItORS PER CONNECTION DEF EN6ING:Otd LOAD AND, Wt?CTD FRAl1E.STRUCTUR✓S. STORM BAR SPACUVG, tlL1))ATI{4ifl/t+rtt FLO.Rtm au ;3 4� !ILII E"IC0m6..\ --" -- EXPERT S,I JAIL"Tts""a a'Ct+WEENN#0 CO h tt�L ,+Vt i MJ-1.'k2'tt44 txirt I fto wzj raj�f��; (Li, l'2>j titR1 _aa n.2as. SLAT RERFORNIANCE CHARTS Ia. :Ib. Ib' & IC: (ONLY VALID FOR 112"SLIP) FOR A GIVEN A.S.D.OESiGN;PRESSURE RATING{p;s:tj.PRODUCTtdOUNT CONDITiOt3INCLUDiNG;AtldHOR TIPE,AouF4R.tNSTALIATIONS wi OR,W/G. 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