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HomeMy WebLinkAboutProduct Approval I S � eels Home i Loa In j User kegistratlor: Hos Top. Sub mr Suidiarge Sits•�Pa.:ts Pubf:catio.s ? FEC Staff Ee15 Site{4ao L.rrts Sedreh i BusipieS Y'� Pt{�Its���i 1al ProductApprovai USER:PubrKse Ur . .. V,c uct AvMsv¢i_•::v>r­duct r, ii:ami;caruo>Ari, t son L,Sz>Application Detail RECEIVED FL FL12246-113 Application Type DEC 0 9 2016 Code Version 2014 Application Status A PtRMITTING St. Lucie County, FL Comments t ArchivedRaw !. I Product Manufacturer Expert Shutter Servic ,=c.r 0 P Address/Phone/Email 1626 SW Biltmore ST'Fo Port St.Lucie,FL 349M (772)871-1915 Ext 106 callexpert@aol.com Authorized Signature Michael Heissenberg callexpert@aol.com Technical Representative Michael Heissenberg { Address/Phone/Email 1626 SW Biltmore St Port St Lucie,FL 34984 (772)871-1915 Ext 106 CallExpertt@,aol.com Quality Assurance Representative Michael Heissenberg I Address/Phone/Email 1626 SW Bilmore St Port St Lucie,FL 34984, (772)871-1915 Ext 106 CallExpert@aoi.com i i, t Category hutters Subcategory Rol!-up i Compliance Method Evaluation Report from a Florida I Itegistered Architect or a Licensed Florida Professional Engineer 7 Evaluation Report-.Hardcopy Received Florida Engineer or Architect Name who developed Walter A.Tilllt Jr.,P.E. the Evaluation Report Florida License PE-44167 ; Quality Assurance Entity National Accreditation and Management I[tstitute Quality Assurance Contract Expiration Date 32/31/2016 Validated By John:Henry Kampmann.Jr. ! Validation Checklist Hacdco�y Received i 1 Certificate of Independence FL122'c RY.. SHU: FEZ�RVIC F-5.!N'C ,ti ROLa.;tiG SHyTr;:q Y.'rM C.I 1:mss lti lc_:7?_Edf t Referenced Standard and Year(of Standard) ,Standard i year 'SECTION 1609.1.2 ASTM E-199 E-1886 ? 2005 SECTION 1626 TAS 202 1994 SECTION 1715.5.3 ASTM E-330 2002 Equivalence of Product Standards Certified By Florida Licensed Professional Eng neer or Architect I ) t I I � ( i 1 Sections from the Code = E l 1 t Product Approval Method Method i Option D tt Gate Submitted 06/08/2015 Date Validated 06/23/2015 i Date Pending FBC Approval 06/28/2015 Date Approved 08/18/2015 i S ummary of Products FIL# Model,Number or Name Description 4 12246.1 Nautilus Rolling Shutter System Nautilus Rolling Shuttei System Limits of Use Installation Instructi ans l ;Approved for use in HVHZ:No x:1_246 R3`II EXPE, 1'SH.l;T7i:.<SEtid�E5 Approved for use outside HVHZ:Yes INC. NAUTILUS ROLL' cs'?jJl�F,> ;Impact Resista es ',_.:l , Design Pressur +160/ 16 Verified By:Uyalter A.�illit PE-.44167 1ther:State Piissiie Leve ';D wind zones 1,2,3 and 4 Created by I ndependei it Third Party:Yesl (basic protection only).Pressure rating: +30,-30 p.s.f.at Evaluation Reports 30`-0"span and+160,-160 p.s.f.at 8'-0'span with 3/2" ==12246 R3 AE EXP_ T S UiTT R SER' CES. slip_See sheets 15,16 and 20 for additional pressures and .114C. NAUI iLUS ROLIA GSfii1 I ER S=SI-ti. spans. �i-1 Ll.n if Created by Independe t Third Party:Yes - 6 a . ssric Nex ! Contac Us::1940 North Monroe Street Tal�,,bassee FL 322399 ptrcrra:85 487-2824 The State of Florida is an AMIE employer.copyright 2M7.20,Q Sa-:e of Florida.;:privacy Statement —1-stit Statement:i Refund Statement i Under Florida law,email addresses are public records.If you do riot want your e-mail address released in resporselto a pubfr mcords rej donor send electronic mail to this entity.instead,contact the office by phone or by traditional mail,if you tiave any Questioiis,please tact 850.487,1345.r, uartr m Soeion 455.2 i5 QI),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the en[with an email adQmss if they have one.Th, emails provided may be used for official communication wim the licensee.However emai addressee are 0.blk�if yotV do not wish to supply a personal actress. Please provide the Department with an email address which can:be mace available to the public.To 4eterrtthre it are a9iyensee"der hapten 455.F.S.,please click here, Product Approval Accepts 7 SCCttzily:«:R:r { . } s I 1 I i E i f I II ! k l )1 f t i 3 t i I t 1 i f ................. ....... ............ -------- ............----........ I -14`,TAcXI 1-0001villf,".I.(A II.F. Vill�YISI�V(-AAS::i !:4F NAVINJJS 110[;IN115 F4,.1TIER P III,] : R.ANOIX4S RC--Qf,;)FOR 1-T-11411, UE A'.. !)it A-1.10.AJILF S•i.NSN r;4. IN Acc.;)4CANV- io,, !iIi. mmoill, Of i,i! ri.,A)X ri1.-*;r,pj,,% (CUE.SI"!IM/swal.NC,, Ili ckilA.L.I.D II VDA107Y 3/3'011 -/4"4�Ak.-MS WpJ!�FACPMCD Oy POVIER 'A"It'q0S. 11;;� coulrovs). W1t0rA-MFIIEV OY All PoRr,INC. 3/,fs'P NWIK Kli I U MAUI ACIIA4.11 DY 4ILTI,inC. I.CAPT-11MA-1 -M.TIMM MMETI-AV x M. 01101-00t- ...... FOR A 0MA MRID SLIITI&$ PEQUIRED Rf Ifif'. WliCRf' PK6K. 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P'.. 7ti-:t}i. :,•• sl � tfil)5' n ... � It j.. •'t,:,' ,. f.. !..^!. .: .'.: .1 Y. .^: tCfj'yi >l U....'�,�rlr.:tt,.. FLoowcp,ING 1 I ItAPPEE 0 MC)UNTING ;n7d..l Mt'iUN'I(NG — Buj UUT MOUMCING SC I Q N S Y i rf 3V'S.:)IMi..,�C(' !N,:rNny�. Vn.ocity tiurINTALLATIC�N UE7AILS QN EXIS"TING PQUFtED r ( ,�� .titt CQNCRE7E QR GROUT FILLED CELL CONCRETE � t CY_ f1BIS fE` ..._..-• �iN�' EXPERT SHUTTER SERVICES INC.BLOCK. �UIL[)iNGS i ._L.,.; ( J, Ritlw raw e t he �.... .fx i+r 4f>.v err rv. I caar; 1 4a„uSYOPI'kt�kyll`LLtw., _ _._ __ _........... _.I ............... 1-1.............. --------- ........... j oki V. j N�N.1'5 0 t 0,, Wifi 11, ;A! A` L. .._.. A ----------- ............ D ca .......... L D) WZ SPORM BARS SECTIO N P-E_JXL4� SECTIONS INSTALLATION DETAILS INTO EXISTING POURED CONCRETE OR GROUT FILLED CONCRETE BLOCK BUILDINGS I 777- ............. 7' 4 W j l' i A;. H *I f 11.. ht; �~ ................ A .............. ............ -$EUION 0' PLA, .. ......... ORIENTATION JUI 1 4 'sp, 'r Sc" 44 t ^,:P 1;w, w !,D" WALL MOUNT END LLION SUILM...Q= =D& W-W-AW ORIENTAT10'WQ_f2" I ORIENTATION #1 ORIENTATIONS #1 #2 ORIENTATION WALL MOUNT END MULLION WALL MOUNT END MULLION WALL MOUNT INTERIOR MULLION 7PAPPED MOUNT INJERI997 MULLION ­. INSTALLATION DETAILS INTO MULLIONS ._f. zk ...._... "S Lp�A ORIENTATION I I�AY Bf JSIr7[� W/ "T WALJ_ MOUNT END dr INTErIOR MULLION .a CODE fsw- fro YC V W i.I!,INN:. c--J �. - N r s W0B_..m"N1 CWALLI 40.44167 -0 51-hultef system OLD___WL JAMT TILTECO . SUJ1Q_N_S_Q'=.Q AN), .:.:-.j........-r._GF EXPERT SHUTTER SERVICES SWrfY ft a0 iNSTALLATION DETAIL.S I N TO E.X I STING WOOD BUILDINGS 'oP 0 13 oe ................ ............................... .....................I.......................... . ....... __ ._..._ _._.._.......__............_.._.._.. .._.._..... _— ......................_........_._._ ._..... _......_..- - ... ..........._.._._......._..._..._.....__............._....__ _.......----....._....._ _ .......... I 'TYPICAL✓MANDATORY PROCEDURE FOR VERIFYING PRODUCT CODE COMPLIANCE RELATED ;{"C7 ITS INSTALLATION INTO EXISTING POURED CONCRETE OR GROUT FILLED CELL CONCRETE BLOCK f 4P @ w„•.�*)_,.. ___. __.µ___.___._..___._..__.__....�_ ,.. _ihl I'1 OBI AIN JOB SI FEi"S AS,D.Uli.SJGN 11RI:.SSURE RAT INC7(p.A f)FOR 1 HE OPE,NiNG AND OLSIRFO SLAT F'RC,7,OFIF MLIL DONS ARE USr4)1.1:11 WO RTORAA BARS SPAN%"III)TO I''1'iL`TEf(:'F IT ISE.(i GENERAL NOTE V2.SH&FT t) ?.MINIMUM,SEPARATION TO GLASS FOR St ATS IF MULLIONS ARE USED ilUT V14C ST'ORPA BARS SHALL SLA-S1'IEI^2•L•MIrR IP CY,ANC3 )R P & IU') [IIRJ I(' ONSHEETL5 TJDHr'NA FNE FTASf;OONAN t:�.” OEBA AO,N.CFIART. Ic. ON,69EE[I!iff.SHALL..BG.MEASUR;OFROM•.BAS;K -- -- --- - -- S. " REQ Slip iM ANCH':)TY'FIAN*T 7 SID(;RA)L:S A S.U:DFS1L.rN PT2f 55(1FEF'R'A'YINb(P 51);}F1t OF SLATS TO OLAS)5. I REQUIRED MAX 3LA 1 SPAN"!.'ft ENTER SG1iGO11l.E5 tU TMRU 2a AN ST IE};:t5 2A,26&SG W1 AS O.DESIGN LOAD,MAXIMUM MULLION TF(Ti FULLOVONG INFORMATlAN 15 F'ROV1C)FA A[CHARTS I Tr+Nl.1 IC .1 t7 PKOCFF?Ct LMTH SPACINC,i(MAX.,12',5'OR T), AND DF::11..RMINfi &IAXiMUHt M111.I,IQN SI�AN fl•!L?IGF(';)W/A1 LAWAEILE: PRODUCT INSTALLATION WiRB'ICATIUN: MTFRPOI.AI')ON IN BETV•JEFEiN fipJ.C'.1NC;5 FT)IT A t.;IVIiN�G.;G�.C32&!433).M1.1Ll.ION T'1'I'T'& MUL LION ORIENTATION. + [:NT'(ER A.S.O G)Li 51CiN PREi5EiU1@I:RATING:SEF:S'rE�P(11 ABl7VF. SEE Srl(TG'T5 14,10A,11.IIA.12.12A,13 8 13A FOR REQUIJiEO MULLION 0ONNFC'r1AN OFFIAILS AT • FOR A INSTAL.LArKlN TYI"I:?,INCI.VOIN(.ANCI'IOI't'TYPF.I'JiE TAP 8 I:16TTOM FOR FT-OOR TO CEIL)NCi(TRAPPrDl OR WALL MOUNTENOS OF MULLIONS INTO FAL LOVING DE Vim T'(ON FOR SLA TSPANSHALL.RECONSIDERED, CONCREiTF.FOR AGIVENMULLION'IYPE( ii¢,1i.S7'18G'.) Lanni TH1!3 IS THE MAX;6{U\4 ALL 04)JABLE'.SLAT SPAN FOR W-IJCH A GIVEN 112";SLAT SLIP MAY BE'. I2' -CLDIJRC AG IF BOTH STORM BARS 8 MULLIONS ARE USEV USED.FOR A LiIVF:N A.S.U.D631CiN PRISSLIF7F RATING 1.M)NIMUAA SEPARATION T'O GLASS FAR St.ATS IF 807F4 SFORM PARS AND MULLIONS ARL USED • MINIMUM RSOUIRC,0 S1::PARA'1'ION TO GLASS I$PROvICkD ON<!IiARI tr.'.PROVR)E:S SEPARATION 51 IALI[d.E IIASEiA CIN CI'fART lc,UN F,HEE:1'15.IT SH.I.L.OF ME'.ASU!VI)FROM BACK OF SLATS TIJ `O GE.A59 f UR T3F10OU 'T'5 W/t Olt W':a I OF?M fiA1NS(SC.•.F S7i['F''4}, ELAS;; :MG:N'IS FOR ,l Nl'F.ifi(ABLE I ON 5tiEEi'2.2 NJ.A.:>F).DI'SIGN Lt)A[JANC1:aTC)FUA f1AR SI!4i)IN6 AMCIDE'IS;.rtMtNF;.f�P(i;OB)'A1N INFOIiMA'1TikJ ON PRODUCT";SIVE PAIL ANCHOR SPACING Fa;: +UOUIRT1 CANNBCTION TC7 EX15T1N(1 S1iTUG'fUFtF..FROI A A14CHUR 6C;Ea F1'SULf..Fi Vv.Vh 8 vp'AN SMFE TS is MAxIMl1PA 5TOFihd BAR$PAN(I I iC i rt) THRU to F.NTG4:.SL;HF.T1li1.ES I^1rT?P P!INALLI'Uf;:TE:RMME`:O ANCHF>FZ 1YPEi..SUt)S'FEtATF:,M01JNT1Nfa I'YPF.,A.S.D DESIGN PRESSURE RATING&SLAT SPANAND OBTAIN MAXIMUM ANO!•LOR SPACING I ENTER'TABLES 2 QR:}Ota SHj!T-,F 23,WITH A.S.D.OF.-SIGN PRESSURE RATING AND STORM BAR (WCHE:S ON CE"NTF:RS).:FF:0FNERAI.NOTE 7 ON SFIIzLEl 1 FOR ANCHOR SPECS. SPACING,AND DETESRMINC APF';ICARLL OPTIONS FUR STORM BAR CONNECTION TO CONCRE:TF T>P 8 RD IT0M OPTIONS F'RDvIOF ANCFPOR SPFC:S Al'ANCHORS TYPE LEGEND FOR VARIOUS ANCHOR ;iTEiP•I IF PRODUCT INSTALLA TION INCC,tJUE:S S-FORM BARS.MULLIONS',)it STORM BATES 3)dULI..IONS THE TYPES C:OVCRING PrJiMANENT(ANCI(ORS A&D)OR REMUVABLF,(ANCHORS B&C)INSTALLATIONS i •f';)L-E.OWITJ(i MANDATORY A00I110TI.A1,PROCEfDURF S ARF.APF'1CA811' K A C 1010E OF 2 OR a ANrOORS PER G•ONNECTIDN UEPGNOING I LOAD AND STORM BAR prt;IN(a. PRC;C:S.j f,!iE4b,IF S10RM)TARS ARF.USEiD - n FM I ER SCNEFUUL.F.S f Ii T'HRU.;LIN S'r1EPe''I'S 7.4,25 8.'1.4`PIJA.S O L)E'SIGPJ PRF„SV77Ei F2ATINC I MINIMUM SE PARA'I'IOIN 10(RAriS FOR SLATS IF STORM BAR::ARE:US(i.0,81-W.L BE BASO ON MAXIrvA)Pd MULLION 4!'^A!;IruY:i(MCIX..'12'.L”OR"I.AND fXITRIMNL MAXIMUTA MULLION SPAN CHART Ic.l)N SPtE?.L:1 1.'i.iT S!UtE.1.13!i MEAEIURL:C)E'ROfrA F1ACK:";f$1_:75 T,U Gi.ASS tik.IGNi'j VJl A1.L0.1NABL.1'7t�1'ERPCSLATIOf:IN BE"T'vVLiEN SFi1CFNG$F`OR t l3!VF.".N '(n. f`' FAl,4.LICM1'TYF'E A FAUl.1.lON ORIF NT'ATTON. i j 7.EI4 TFR i'ABI,Fi!;)P•1 SFF6E 1'7.2 W/A!S O L)EiiiiC)N!fjMi,LiIORM BAR SF'AOINi6 n:IJD 17EiTr)iMINTd MAXIMUM '-, of:L Sli'a'S.'S 117,IDA.f 1,11A.17..QA.13&13A F'Oil MULLION CONNECTION DETAILS ACT TOP& II A:.,}.OWABL(�STORM BAR S;W1(Eik;!;3)I;j. 801!OM FOR FLOOR TO CEILING;TRAPPED).QR WALL MC.LINIINGS OF MULL)ONS M10 CON;:RET'E. F ORA GIVEN MULLION 1YPf::(23a.C91,t°o' &'('>97 3 ENTE:R'TASLES 2 OP.:3 ON S)(rrE.l'7i r ........................... ...................I_.................................... ........ ............ SLAT PE.RFORMANC E C HAR'T c; 14 lb lb' 2 1 LQNY VALKU r /Z°_§LIPI U OR A GIVEN A.SD DESiGN PRUSURE RATING,jp PA0()(1G7 MOUNT CONDITION INCLUDING ANCHOR T'YPEAND FOR INSTALLATIONS W1 OR VV70 YDRM RARS CHART Ia _T (,HART' 11)' CHART IC V4W SETMN POM mM NErATwE As,D. Lcm .... .................... .................................................. ... ............... ............ 318"0 KWIK BOLT 3 ANCH OR 5/16"0 TAP'�- ANCHOR F-5,16-I R W.WWAIM POWK AM,LM VALUE A 1"P L)fL)(L ANCHOR POUKU CONCKEE iq FIOUIIED COM;rffli; W fum Cat.w1imm,urc" MAX. MAX. SLAT SPAN MAX. SLAT SPAN &M. SLAT SPM REQUIRED WN. SEPARATION TO MASS A.S.Q. 'Lathe on (`'17DMcN LjAAx.- r'l) MEASURED TO WK OF SLAT 1RcsSURJ WqL 17WIM"D MAD-ml FAMD, "-Our W STORM OAR,' W/STORW M RATING wX11,17 u01`lr Tf. ),6 MWO W/�o mmir Ualfta IT 6.MW I s(x t(UaA w %t U0115 SIX.hort"s, U.KVMII%* - v NO.ZO M WIND 00t.201,11WINO 2UItC Bflk.%U WTU su 140105 $17 Hoirs mmHg, lia,NM* --&-Ow W 11" I�,,-o- .... 4 '. IF3c , 10 V2- W 2,-rw 14 e-Mr-) :2 7, ........... • I I' ........... .. . ....... In I I, JJ. -i I., _6 ...... .... IO %1; 14'. 1* C.-j" �Y o, 5... W-5, W­s .......... 0 W `J' '.4'-4 ........... ft Io' .. .......... ­0 �V. 1 1Y 4, . ..... zi- ...... ......... h. it, 4 ............. ........ ov C. `-x411 MAY ht. ON S.0 1 k of 14Fw.,.c;;�,RMP :0.141f." n��ANI ANE, A.S:0 Hqr, V.Voty I 3/8*0 KWTK BOLT 3 ANCHOR OR .15/10 T.APCO?l XL ANCHOR, ........................- a u tm,)s -ON No 44167 Ir sysiern 14L 1E c 0 WALI MCUNTI` !RpP­"0 'I`..1;1j,�.,.1. EXPERT SHUTTER SE24Ei­ NC ORO ......................: ............... ....................... . ..... ......... ------- ..till I MAX.ANCE•IOR'S SPADING SDI-{EpULE Vt4 FOR A GIVEN PRODUCT MOUNTING TYPE,VVI 5115118"0 TAPCON XL ANCHORS TO � ((( GROUT FILLED CELL GONCRETE BLOCK WALL A.S.D.DESIGN PRESSURE RATING R SLAT SPAN RANGE ..,....,..d._.�....... ...«- -.- ,...w.,a..,...... )/trAl�l M{)lt[yT;.,..._ < ._..<,.... <,._. _. ,,.,.."..<.,..,._,._......>.",»...,.,..,....•.<,.......,.a.<.<,.."..„.-...... .......�<.-_..<....,,...,...«.,._.,..,.,...._....,..,,<...,....,.._,»....,..w-..--._:,-�, ......... ..,..,,..I''..,.._-.._.,<-...,-,.,..... s" SLAT SPAN PANGE f I o�agi, t 1 RAT" 0-4't > 4'-5'1 > 5'-G't s B T t 'a 7 .9 , 9 17 t > > IW-n' t .. .. ......... . irwaE CP f) _ ._...... ._ .. .... __.. _ ... .. . t coo 4 I f ...- toi.. MAX, SLAT SPAN FO? A i u)ii SEM EXCEED MAX. SIAT �f AICA ON- f 1.» g" y .._ ..., ..... .... ........ . . ...-. SP tN T'eD ON SIA r Ys+,�•1d0 a' 3'f FORMANGf CHART TRAPPED MOUNT MAX ALS., SLAT SPAN RANGE _ aeslnt+ PREWJK 0'-ar 1 > n'-5't a t•-fi'4 ? G,_7•.t. > T-9'Y Y 9'-12'r" a 12'-16'f > 16'-20'1. i RMW(p.s,t. I -__...... •�.,... ,., ... .... .." - .. ........ .. t gU11..D OUT fAQUNT SLAT SPAR? RANGE �~ PgESSURE q a I a t'•-5't > T.-6't > g'..7't > ''-S' _ >0--v"f Wa fP-a•t3 tE� _r» (f• ,L� r t r 8 1 h� u G _1_ ... 1�?" .... YJ 9 6 t c y .C t 6 u _ 1... fx . . 6 t h 4 r' .. . 1 ; a J- 3.14 s t ii: g" .,^ r •%" S ;;�. a.. t.._3,;1, r1 ..._ IJJ .. .. .. " r�+ `�`�•„iIC�/}Nair fl.C+R .t f4 tti iN � r 'Ynr H7 C+tp! t ti •cr,:.. .J up,, � .. I +� 't'-ems- .. ^"..""`�•."".�.�., ,,/ y � .. .�avmrx�. r3Qi�Ihq �ft11'I�4'C Sysir(x1 ��” �"� ltyc EXPERT SHUTTER SERVICES INC. I fc YJ'A x� < 1 ,r 7` at'+` .......... .......... 4 SCHEDULE VC: 1Lx EC2RGES .i..&ilu Uf G S L h T ,1LGT1A!C,AT-2A4q§:F—OR A�i�A.,- L}E�Si N+GAE)-f"�wAfid �E�-Sf'frN-RA;fV POURED CONCRETE OR GROUT FILLED CELL CONCRETE,BLOCK WALL. 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PERE±I,+i0.*RTO'tE(?i.=v SIDE RAIL_ V}' ixt. 1'„TIQI� t,`r� X if”, H.i.r c.uxt VH:.rr.pc c Z-01 { t FiyS utii J _ t .`;tQ 'f c.. f2niittq ;ihs,t•.cr system t .. �'- c.1..0.r?�aC •kSCt' 1.,+,,,.[t.. v sUra tut r. it �—r. nCOm EXPERT,SHUTTER s aES INC. y n tn. ;ly. �f�`J�'•t1�:P+i A'.�^.''�+.titttyl`•i . .n s.c ; ?`� + ,