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HomeMy WebLinkAboutProduct Approval (2) i e � 77 � itlsPi Reg�tsAtlon Hai Tnjns i '9,eblb Su' :ige Stats�..FaGts .. Ptiblica, _f fBC Staffi:BC[S Site ep stinks Search ,• BusineS r Pp [ `� �Product Itipproval., rofess USER PUb4k User e.Yt RD�e menu>Pradnc er Aoal catiw Search.i.A'-0 a (:" >Appfleatlen DetelI - FL# L12246 R3. W Application:Fypp. Code Version 2014 Application,Status ;f A ! Comments. ` i j Archived Pivduct.Manufacturer Expert Shutter Services,Inri. gddress/Ptione%Email a! 1626 SW BfitRiore ST i} { Port'St Lucie,;;11349841, I (772)871-1915. .Ext 106 '! i i raliexpert�aot:com' Authorized Signature ! ! Oich4etHeissentierg .; ii i taliexpert@aol.com Technical Representative i� t ° Michaei.:Heisypenberg Aodres.s/Phone/Emaii ii 1626 SW'ailtmore St i I Port St 6cld;1` 349841 f i? 772)871 2915 Ext 166 a1lExperto�cl cam Quality Assurance Representative i Michael Heissenberg AddresslphonelEmail 1626,SW 8dmore-St Port St Lucie,FL 34984' ,i {772)871 1915 Ext 106. 3 CaliEzpert0ibUdhi ` Cate ory: f hatters Subcategory 3 4 Roll 76P :, <j Comphance Methods Evaluation Report from a Florida gisterd'Archite t or a licensed Florida Professional Engineer r.'Evatuation Report-hardcopy Recerve{1'. Florida Engineer or Archited Name who devgtoped *alter roiit lr P.E. the Evaluation Report }# { Florida License ii PE-44.167 Quality Assurance Entity ii i National Accreditation aiid'.Manag ment'IIsdtute i y (`vitality Assurancecontract:Exp!obon•Date 12/33/2016 i Validated By to )ohn HenryKampmann 3r i V Validation Checklist: H rdib y Recelried I N certificate of Independence; �L,2246 R3 T H E I NAT ' N y .Tr 71: . t{efereneed Standard and Year{of Standard) StartdarQ Year �5EGi7O4V S6t39 1 2 ASTM E 199:, E 188 2005 i SECTION 1625 TAS 202 + 1994 ISECTIOW-1715 5 3 ASTM.E,.330 2002 Equivalence of Product Standards Certified'By i lorida Licensed ProfessianI:Eng neer or.Archited. + t.. tj( i ;l Sectlons from the Code i a z i i Btoduct Approval Method Method 1:OptionD 3: #`` Date Submitted Q6/08J2U1S } Date Validated 06/23/2015 Date°Pending FBC Approval 6i t6/28/2U1S Date Approved :r 'OB/f8/2015 } 3 i S6mma of-Products , i Y EL# Model,Plumber or Name t Description l.:< r 12246.1. Nautilus Rolling ShTltteq!ST$em utilus Rollin` utte 'S eM Limits of Use' InsBliationtsh ns 1 approved for use:m HVHZ;No. E t _:,; F 1 246. Ii•-ExRE T SH R SERV ES Approved for use:outside 1MM Yes IPIC NAUT7t_us Roc t fLillLE 7Rtpact Resisia .:. Nev jDeslgn:Rressu. i-D.Ind Verified By �Ataiter A.:,Birt PC—,4157 sHe zones L,2,3 and 4 Created try Indel}ende ThirO rty Y (basic piotectlon'only) Pressure rating: +3i,-30Fp s at Etratuation(;ep9ltts 20'-0"span acid+160, 160 p s E.at 8'�0 span,rith /T r y.. =AE t + H E}t site.See sheets 15,16 and 20 for additional pressuro fond SH P . "RW spans: 15-0ai odf # Cfeated.gy,I(ldepende it Third Y F { '., ';: Oontad Us; 194'JN6rt!v lMnrrl,a 5[reeG Tallahassee R37339h ! .The State of FIcukle is'an AA/Ee employer.. 0 a of a Privacy-5tatemegtlee- ReNnd.Statement I :. 1. tinder Florida l awr email addresses are'pubOp tew.ips.7f you doy of Pt yaW a-m8i(a ress rete�etl,in es to a pnbpgreaoMs raq, do eoti send ekctrortic (Pall to thfs:eF3tlty Inibeacf cor3tact t(3E?atfke by'0(ume orb-trs/i�ttlonal m'L If-,you fib&any _ please' tact ti56.d87 1395 aactrto SeCion.455,275 . (1),Fl da Statutes,effective oetot Wl,2612 i6nsees licensed tinder Chapin'4sb KsS p�ilia OePa at w CR an email ie;s tf khey Have one,The . alnafts provided maybe used for af6Clal mm*aicauw with tlNt?IlCensile NaySeaEr ema3i.adarEsses'ace Pubilc. 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QQNG tETE. CSR GRt7UT I"fLLEC} CELL .CONCR€TIS _" ' _ I4. C0lw. t4� ,��� r> ' dYk.rs=bv x EXPERT SHUTTER.SERVICES INC, aLac BuIL[?fls TAE7df Nti.> t .YIu. sT �r .h yy p .l(A e s ri>•'# 1'G Sf xK✓ !1 .FEgtld SME 116' .:e Y'' '/�f�i:�w• '.IQRti�r �.TS � CVi U7Vb�i _ ���Y�..;YE yl:�I[i EYI.�W GRfN.4 IM /.t�*�� �c ntiu s)Ktk i...i.. -`t >I a�__..-_�•._ V.�[7 U Of it {x? `,-t �r,on cv,r9rZ O & J 0"I" fNw- F Olt 1- Lii.............. C. I/ ro) ----------- sun ,ur ve SECDON �4 sroo) Has r m6u ,x URT INSTALLATION DETAILS INTO EXISTING.POURED CONCM2 TEDR GROUT TILLE0 CONCRETE BLOCK BUILDINGS: A) e Aft H, 7 AA 0 : 6c, f!2-i, (0-) (wj;4rv- �OD ORIENTATM&I al 67 QRVA,Alp w-ljo-no 41fi 5'. WALL Ii, iftl'k LA ..gA, ENT' ORIN RIENTATION: I.- CRIENTATIQN.02 ORI AK710*N'i1:"T, 6 KTAITON io WALL MOUNT-.END WALL MOUNT WnRIOR Mol TRAPPED:MOUNT INTfRI MULLION Ut IW� WALL MOUNT,END AUUJON :LION TERI MULI ......... iNsTALLAT1bN-b5TA1LSjkT- o MULOQNS.Gi G1 .G2 "i I 00;, Wqe vvv T)s. p (2).2k4''OR I,, �,o rk,s(A(Y m(li�, W/ Nol mkv,acl USED zm rk Yw(.160-1 Hl� THIS CONNEdiN OWENTAT PON f2 WALL MOUNT END & NMRIOR MULLION -226ir v Ft(l,'df'A[SUILPING CODE (Non 36h.Val.�Ay mprricaoei Zmvr):. 4. EIAwf, .......................... ............. . ........ Nau. ,i us .... .........- 'N ................ ........... ................................. ................ J._.......... D.U511 MOUNLIWAW 44167 Rbion§ Shutto- Sys,em N.R C-0,. EXPERT SHUTTER SERVICEs INC. —S SECTIONS 0'-Q' LAW 15 XwtAsa;v INSTALLATION DETAILS INTO EXISTING WOOD BUILDINGS ell; -—-------------- I TYPICAL'MANDATORY PROCEDURE FOR VERIFYING'PRObUCT CODE COMPLIANCE,RELATED TO ITS INSTALLATION I INTO EX18TING POURED CONCRETE OR GROUT fILLED GELL.CONCRETIE BL ST_F_-P I ()STAIN JOB$ITE'S A.S.D.DF.'S1GN PRESSURE RATING(p;s.U)FOR THE OPENING AND DESIRED SLAT PAQGg)L E D'IF MULLIONS ARE USED BUT WO STORM BARS SPAN"L°(fl)TO PROTECT iT'iSFr,GENERAL NOTE*2.SH£F r i). I.MINIMUM$1:RARATICIN TO GLASS FOTI SLATS IF hiUL110N8AREUSED BUT WIO STORM BARS SHALL STEP 2 ENTER I'D CH4RT9 1g: Tb:dc Ib' THRU ICON S}IEET 15 TO DETERMINE HASFD 0 Arl t12" - __.__@S kT95 4S2N_GHAEaI li OK.SHEEi 15 1i 4#yA1 J�EAEASUREU:6'R(JhM8AGi4 TWP(In)AlgCFiORTYPEAT*SIDFRARE.A;B:D?Drgrl47PR`Eris`t71YrwkTineioF.f)�fiNE Or SLATS TOOLA9S; JIMIRED MAX.SLAT.SPAN''L'ft. 2.EtJTER SCHEDULES ie.THRV,2cON SHEGTS 2d,23&28 Wt ASO DESIGN LOAD;MAXIMUM MMLION THE FQLLQNNG INFORMATION IS PROVIDED AT CHARTS.I THRU IC TO PROCEFO WITH SPACING(M4X,i2 $'OR,7),ANO DETERMIRE MAXI U}ase�M.LL1ON JO N¢1ISJOHIONAI LOWR PRODUCT INSTALLATION VERIFICATIOW INTERPOLATION IN I MTWEEN'SPACINCyS FOR/i ti'NEN(y,:�a� U2 R 3)MULLIONTYPE& MULLION ORIENTATION,, • ENTER A.S:D.DESIGN PRESSURE RATING..SEE STEP(t).ASOVE;. 3:.$EF BHEET9ID 16R;11;IIA;12.12A,13 913A FOR REQUIRED MULL(DFI CONNECTION DF;T`A1L$*AT' • FOR A SPECIFIC:PRODUCT MOUNTING Wi TALLATION TYPE,INCLUDING ANCI IOR TYPE•THE TOP&.BOTTOM FOR rI:OO1{TO GEILIN< pE0 WALL.MOUNTING OFfut111I IONS INtQ FOLCOmw0 DE.FINiTION:FOR SLAT SWA..N SHALL$E:CONSIDETIEO: CUNCRET6 FQ({A'i31VENMULUON TKF a Lmw,THISTS THE MAXIMUM ALLOWABLE SLAT SPAN FAR WHICR A'GIVEN 112`SLAT'SLIP MAY HC, PROCEDUOEdi}F-dgTH.STCpL41vtSLR$&tv1ULL10N5 ARl USEt7 USED.FOR A GIVCNA.S.11:DESIGN RMESSURE RATING, 1..MINIMUM SEPARATION:TIT GLASS FOR SLATS,IF WTH STORM BARR$AND MULLI II ARE WE'D MINg1UM:ii Oli1RED SEPARATION GLASSIS PROYIpEO ONCNART[c:PROT/ipCS SEPAFtA7YbN S#:1/iL1 IxE 9gSE15 0h.C1{AikT Ic:ON SHE6T;i5:D'SHALE' MEASURED FROM 1A 6F SLAT'S'To TBJ GLASS FOR.PRODCICTS:WlOO9 Wf�STQRM.B.ARS(SEE STF P�), GLA". 7�5 FP 3'OBTAIN INFORMATIONf?N PRODUC17'S SIDE RAiLANGNOR SIRACINP REOUIRWENTS FOR: 2:I:MI.FRTABLG T ON SI1EET 22'1±'/!A.S:D.DEStGN:LOAD AND STORM M SPACING ANOMETERMlfdE CONNECTIONTOEXISTJNG.$TRUCTURE3FROtAANCHORStHEOULESV4.VN:&VttONSNEET5f8 MAX(MUM6TOR4W 'SPANIttEIG}{T)," " THRU:18 ENTER:SC}iEDU1 S:01 I FWALLY•D9TERMWEOANCHOIt TYPE Si18STRAT�;.MDVNTING: ' TYPE A;S.O.OEl3}I3N,PROS.SiJF2ERATlN6&$OAT.5FANANUOBTAt1I.fJ1AXIh4VMANCHO. $. 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PR KT1URt:48:IF STORM PARS ARE U&ED 4:90TER SCHKLIULES I THRU 2I;'ON SHEV-TS 24,26&26 W1'A S4 MSIGN:PRESSURE RATING', I MINIMUM SEPARAT(QNJ0;%A$$'"'SLAYS:10STORM.BtiRSARSUSFID.MALLBf~9AS, ON MAXIMUM MULUON5P.Ar(NCa{M•A7f„12 bRii);,ANDOEI'CRMmemAximupMUI.I.IONrr+PAN CHART Ic..QN MEET IS,IT SHALL BE MEAVUREO'FROM BACK OF SLATS TO.CLAS8 {t1E1{411Y}'!NIALLOV)A}3LF?tNTERPOLATIQN`IN BETWEEN.SPACK08 F611- G1VkN MUB•LIQNIYPER.MULLION ORIENTATJON: 2 ANTER TABLiS t DN ghIFF T.?.2 W14S.0 DE4tGN LCAI5;STORM BAR SPAcItJG AFib'DElEEtMINd3 < MAXIMUM' 5 SEESHE�T39(1 IDA 11.11A ix i7A:t3ffi13AkQFiMULLION CONNEMICINDETAILS AlTOP.8,' x: RT LOWABt E.STORM BATI:SPAN(HElgt+ 801 TOM FOR FLOOTO.;Ci{UNtr{T PF D }i WALL:MAIINTM(QSC}F.AtU1,L10NS INTtS CONCREF6. PORAGIVEN)AJLuONTYPE 3 ENTER MLE82:ORS ON SHEET 23.WITH A S.G:DF61GN PRI S8rURET 4TING AND STURi,90M; $PACINGAND:4r RM1NE:APPLICA$([OFTIONSfOR'STOftk7HAR'QONNECTIONTOI,Y,tNCRETE 7qR&BOTrOM:.QPTKjNS P,RpvIDrY'AFJcr+Ol3 sPEC5AT liNGt103�5 TYP£6 6ND 1E(ANCHoF1 VAR1Ett1S8,C) ; PROjOEDURE PER 57 EF?S 1 THRU:3:is SIMILAR FORINSTAL ATrON91NT'Q:WOC IO fRAMe. ANCHO TYPES COVERING:PERMANENt(ANCHORSAVb)ORREMOyASL ,OR$.8 , S7RUGlURES:S£E$kIEEf62b' 2i'Ft7RLIMITAiTONB�tPPL1('AE3LE f0 NTD INSTALLATIONSRA'CFi01CI”CIF$OR4ANCYIORSPETxCC7NNErTIOtd[)FpEnbiNC36N'Et)AOAND [WOOAND INSTAI'LAiIONS:I STORM BAR SPACING. ................ l omO,. 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