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HomeMy WebLinkAboutProduct Approval t I yC]�S Homo (�LOR 1n user Regktratlon l Not Topics: 3u it Surcharge Siaes&Fat;...... pub Ons'� FEC Ste E;".BCIS She ap i Lrks Search Bll51C1eS ) !� � py^"I` l Prod Approval. 1 [1.1t1.:J5�. f al USER-Public Wer i 1 ? PraduYt Ao.K.yai Men.>PMdrd or Ao ps JpL r> eco n >A0pII;;dUamQetalt ` '" .;1. . FLE L12246 R3" r' Application Type E i Epode Verston 034' Application Status" A Comments Archived " Product i tanuEaaurer i Ecpert Shutter servlcest Inc Ptidre5s/Phone/F�rlai) 626 SW Biltriiore ST" l: ( rt St'Lucie,FL 34984 # j 772)%871-1915 Ext 106 Gattexpert@abl.cgm j Authorized Signature kichaei:Nelssenberg , �i j tallexpeit@aol.com ' *hnicai Representative tftehaet.Heissenberg dress/Phone/Email i626`SW Slltiitnre St Port.St Lucie'FL 349841 l i (772)871-1015-&t,166 (.atlE~xpert@aol.com F i ' Quality.Assurance f;epresenfativre Mir}tael"tleissentserg address/Phone/Email I X626 SW'8ilrrlore St i Port St Lucie,FL 34984: 3; {772)871-T91S: Ext 106" CallExpert@aol.com " E ategory. " utters Subcakei39rY >+ tof-up GO mpifance Method ! Evaluation Report from Florida egister4d.Archite t or;a Licensed i; 0416'Professlonaf ftllneeir i � Evaluatfon.Report-Hardcopy Receivetl Florida Engineer or Architect wame W40 developed Walter A.TOR Jr,P.E. :the Eyaluatio0eport Flgrida i iCense i?E 44167 C uatltY 4ssuraoce Entity, 1i National"Accreditation and Mana "trent Fnstitute " .Quality Assurance dontract;Exptratign:Date �2j31/2016 3 . Validated By john Henry fSampmannJr. 3 Validation CFie`kfist'-tiardco y Receiteii ;l Cer,tlficate of Iod pendence, L 122aG".R3 LGES•1N .Ai r Referenced Standard and Year(of Standard' jt q SECTtOIV 1604,1 2 ASTM E�199 'E 1881:, 2005 i SEMONt 1626 TAS 20 ' 1994 s I SECTION 1715.5.3.ASTM E�330 2002 Eli Equivalence of Product Standards 3 Certified ey Florida Licensed Profession,i Eng neer or chitect 1 I S Se4tlons from the Code jj i ' � l is it Ptoduct Approval Method Method'E:Opkion 0 date,subrnitted 06/08/2015 Date.Validated p6/23120E5 ? Oke Peridirib FBC Approval { 16/28/20E5 { 17ateApproved. 08JI6/2015': f [ r 5timmary of Products FL V Model,Number tit Na tte; Deserlption.,.. ` i2246.E. tYautllus Rolling fihxlttec'System Nautilus Roll�{sg:Shl>tie Systepi Lifmfts or use Insf$t[ltiott Iitstr i Approved for use in'NYHZp Pio i l L22c46 R31 tI tiXPE .SHIi R SERV E3 Approvedfor use,outsicdeHVHZtYes j Impact Resists .., es ( 7 ; Design.Pressu i641-Eb l Y Sy tn'alYer rl. ,Illi PE?14i67 Other State.Missile Leve .W wind zones 1,2, and 4• Created by inde}jeoct t Third_darty.Y (basic protection'only).Pressure raking: +36,30 p s at EvWbAtton Repos 20'-0"'span and+'160,-E60 p.s f at 8'=0"span y tiih /Z p SERA lCM ,,.�Ilp.See sheets 15,E6 and 20 for additional pre surelsand N I R SH ER P FR 15-073 oiil4 Created by 10depen tThird:Party Yes E-. l , . I t:,: ntact S::1940 Nore Pfonrtrte.5he�7atl.hat•=••..p.a�'MC ^`I 71fe State otFlartdah an ANEEfl emD�Y¢r�QftY�T....32P7?��p. 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V[PIj'iE0 FOR COk!P1,lAN=- ff4 ACCOkIANCE V01 iHc 2014 16M=43 I KA'j,"Lls a' SmMflt SYSTEM I.K41.NCT K MISIX10 At Ifllff VOLQC�fy wVRRICANE ZONES Q611Wf-CAT -1/4%314"Solio-scr"LgAmIlw BY Alf..POL4.IRC. /IBRUWARD W).. -116'o KMK WLT.TilWMfAClV6EV BY MTG it X FOR 6 SWC*70 SPEED AJ RJEWRED BY IIIIE IAAW"PiCTION%VERI:'fit M' S140tiER,4 wR.l taE USTAIARD &AMMUM EDGE M7"C AND-SPACING FORAUOVE.MENT164ED AKNOItS SHALL(fr.AS INVIOXED-064.0W Of'.AI NX)Vf MEWj104tD Skr�, AWE 7-10 FOR INSTALLAtIOW LINOER 200 FOC EDGE DIS .. TANCp.A14 rue MEN Afi(,*DM. ko AW FINISH:1Ak7RKi.. oc IIAEMGEUbw ilw;6�oft (3660 Poo N61 PALOWE"O '7 psci NOT 6�WAIitii NOT.Avowtv. 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DETAILS ON EXISTING PQURE(J `�� "s�, - -' �xG; T•h au us fR.�. +., "r" "'�' R®Iflr, Shulte�System c !Hhn CONCRETE OR G Ol1T FILLED CELL CONCRETE g` a=�� iL�~-Cot a '� ' �, � nuU reszl*.o-a Cw NLT u•r EXPERT SHUTTER SERVICES INC. ----'------ �QCK BUILDINGS -,>�,G �..t .,,,� r ��1� S:�Ir �TA � •annt ,wtw .n ) Nt� f t Kv FT .fust .q .T(j� i t2KOG^a Y.KH£HiJ6 9 -fit' IY.1 fY?3YaYi-LiJhT t C&a1Mv 110 sc-a.., sf.a•• %?C9,,�;" f(AA{�C' ��r_ ro-vfac� 3 ,u ^{ -- '7"" 7,.G�l .4 K� A V111.WT.E 02 LES s ou R1,Ux". ......... GUM �,,U,w & 18) s. c9l(tOt OR s4ll�0't 00ICK pi. k ,'Sf' OWT9 fD !"o,WP LA Vr WR s 999BON 394 stoom INS: FLUSH MOUNT MOW-. .SECTLQNS 0-,Q (PLAN) INSTALLALTION DETAILS INTO EXISTING:POURED CONCRETE.:OR GROUT FILLED 00WCqET5BLOC K9wLmN9. 4' A Cf (A R)14r'AM OD SE ION 9'-0,':(fLAth j WALLORdIENTAZR JTUJOK li*r cp) R ' A�H SCOW W_ ORIENTATION t ' ORIENTATION'.',2­ ORIENTATIONS #1 & #2 ORIENTATION #2 v(ALI,.jjOU"T.bD guLLION WALL MOUNT C140 ULIJON WALL MOUNT INTERIOR MULLION TRAPPED. INT 11419016.P. MULLION L. Dr INsTALLATION z*(AiLs*INTO MULLIONS 6 -,131,G2 ;wl, -V�tz TW,V j olt qel sup ........... (2) .r,"FET ZVI 0; y", ........................... ..... 'W1 NO,1 iAAY 8E 4- ED, 21) .:Ir 01)­� : / I q ENTAP OU MIN,. i/2« Cw -Oki -NULUON ................. WALL MOUNT END & NTE OR 2 ... .... .... v All olff 7— Fl(011A BVILDINt UJUE(non Moh VM.i ty*11Lfficano Zn ) .......... .......... ............ ....................................... .......... G rAL -IWAW 46.44167 Rolling Shuttti,Sr(em SECTIOITIECU.Nc. EXPERT SHUT.TER SERVICES INFWn - Na0',-.0' "AN "WO"[SIM INSTALLATION DETAILS INTO EXISTING WOOD BUILDINGS tN1rItNt+44it ti's14 �'4tl 6 04 r7 .......... .................... TYPICAL MANDATORY PROCEDURE FOR VERIFYING PRODUCT CODE COMPLIANCE RELATED TO ITS INSTALLATION INTO EXiSTING POURED CONCRETE OR GROUT FILLED CELL.CONCRET 8L0 LrY 1;0137 IN JL76.SITE'S A.S.D.L11 SIGN;1RCSSURE RATING(p.s.f.)FOR THE OPENING AND DEPR SIRED SEAT 9�URE as IF MULLIONS ARE USED Gilt VJrd S70pM BARS SPAN"L"(R)TO PROTECT IT(SEF•.GENERAL NOTIM.SHEFT 1), t MINIMUM SEPARATION TO GLASS FOR SLATS,IF MULLIONS ARE LISED BUT WJO St'ORM BARS SHALL ST. EP 2 ENTCTf TO CHARTS {la, Ib:& !b' THRV IG'ON SHEET t5 TO DrTERMiNE CTAS 10 ON3A 1Y� OHM GMWT !li;..,OpFA@E T..ta,IT SiiiAL1 H�MEASIJLtEp FR61AR$11614 -_-... __.:--....._. IREO{Ir1);'ANCAT SPAN-1-ft, PA -1-f61Q:RAIT:S;3:S0.DESICINTSRESSFIRF°:YY71Ttitti R.e.F:1111 OFBLATSTOt)LA%. f2EQUIREb PdA)(.SI11t SPAN"L'R. 2,ENTER SCHEDULES iWTHREF.2C ON SHEETS 2;t,25 6 2f W/A.5 O,OESION LOAD;MAXIMUM MULLICIN THF POLI.OWING*11 FP IITMAP40tN iS POOVIDED AT CHARTS.I THRU IC 'FO PROCEEO WITH SPACING'(MAX.,12,WOR 7).AND DETERMINE MAXIMUM , MJiIJQ$N SO' N)(fd1E1lIlGCi1,1ITO)NWT/1APLrI06W AoLE INTRPOlA1IONN"EENPACiGSFORGIV'RODUCTlNST41V71ONVERIFiCAiION ENt(`;Ej G MULLI6N . OR(SNTATIbN. • ENT'i„R.R,S:O,DESIGN PRESSURE?RATING:SEE STEP(1)ABOVE. 3: &EE SHEETS 10 10A;1 t.1'I t2.1?.A,1 1&:13A FOR REWIRED MULLION CONNECTION DI:'TAiW AT • FOR A SPECIFir,'PRODUCT MOUNT INO INSTALLATION TYPE;INCLUDING ANCHOR TYPE.THE 'TOP&BOTTOM FOR FLOOR'1.O;CEILWG . peog on ALL MOUNTINGS OPMULLlONS 1Nf0 1� PGL.LOVtfiNCIDEFINITION.FQR'SLAT5P`ANSHAtiLBE'CON51pERC01 CLiNCRETE.Fi}RA.GNENMULL{ONTVPG(t)�t�;: 3 g Dove THS:1S'THE M.UIMUM AE.I.OWABLE SLAT SPAN FOR WHICH A GIVEN lir SLAT SLIP MAYBE PN{jCEOUREdc IF 801 Tl H.STORM BARS&MULLIONS ARF U&O USED,FOP A.GIVENA S.[),DESIGN'IRAE$JRF RATING. I.MINIMUM SEPARATION TO GLASS,FOR IF BOTH STORM BARS AND MULLIONS ARE U15E V • WNWOM,R50UIRED SEPAOTION IO GLASS IS PRO.ADED ON CHART'Ic:PROVIDES SEPARATION J HALL BE BASED ON CHART ic,ON SHCL-T 10,41'SRAU,9E:ME'ASURED FROM BACK OF SLATS TO TO CLASS.FOR PRODUCTS.W)Uf'E,W;S10RM BARS(SEE STW 4), CLASS. OBTAIN INFORMATION ONPRODUCT SSINE RAIL.ANCHOR SPACING REOUIRf MENTS FOO: 2.£.:N1'ER TAQLE 1 ON SHEET 22 WlA S.O.pESIGN LOAO ANp STORM BAR SPACING A o 10E1'cku NF. CONN.ECTIONTO:EXISTING STRUCTURE FROM ANCHOR SCHEDUI;ES Va.Vb.AN&ON SHEETS f0MAXIMUM STORM BAR SPANiffEIGNT). tHRU 1&,ENTCF;:SCfiFDUI.Lf,4M1 fI FINALLY OETE'pAgtNE,ti.ANCMdtt.TYPE:SiJBSTf2ATE,MOUNTING, TYPE A.S.O 0fs9iG14 PRESSURE RATING 8.$LAT.SPANIAND OBTAIN MAX(MUMANCHOR SPACING 3.ENTER TABLES'2 OR d ON SHVrT 17,.WITH ASD.DESIGN PRESSURE RATING AND STORM,BAR 1 (INC+IES ON CENTERS),SEE GENERAL NOTE 7 ON SHEET 1 FOR:ANCHdR SPECS, SPACING AND DETERf,MINF'Apowoau OPTIONS T'011 STORM BAR.CdNNECTLON TO CONL;RFTE T'i9P 2I ftOT1OM.:OPT10N5PI1dVipE ANi HOR.SPECS Al'kNCM1DRS TYPE:LEGEND FOBVARIOUS ANCHOR STEP 4:IF PRODUCT INSTALLATION INCLUDES STORM.;0ARS..MULLIONS OR;$7ORM BARS B MULLIONS,THE TYPES COVERING PERMANENT{ANCHORS A&0)OR REMOVABL.E`(ANC00AS SIX C)INSTALLATIONS FOU:Ok!J Wa Iv 4WATORY.ADDITIONAL FoROCELtURE$AIRE'APPL ICABLE. k A.CNOICE OF 2 OR 4 ANCHORSPFR CONNECIXrN pEPENDING ONLOAD AND 370RM BAR SPACING. PR_�;,))Uj1E:: IF 51 ORM RARSARL USED 4.FN1"FR&GF)E.. DULF51a Y'FIRU tc QPISHE6TS 24,?,5 tI 96;W1/t,S-U:DESIGN PRESSURE RATING I.-MINIMUM SEPARATION TLF:GLARS FOR SLAT 61F'STORM.BARS:ARE USt:O:,HALL BE BASED ONMA1(IMl)]41 MULLIdN SF'ACI.NG(MAY..,.12'.0 ITR n A;ND 1)E1'IeRMINE MIWMUta MULLION,SE'APJ CHART lc.ON SHEET tS,.IT SHALL BE MEASURED FROM BACK OF SLATS TO GLASS (HE1GIiT)WhAL1.OWABLE°:1NJERP(JLAYFON IN$ TIJEEN SPACINGS FOR'AGIVFN CO:: LFi�&Lfiay1:), s MULLION *0E&MULLION ORIENTATFON. 2 ENTER TASLf.A ON SHET;T R2 W)f S D DESIGN LOAO.;:ST;ORM BAR SPADING AND DE7ERMiNE 1 MAXIMUM 6.SEC SHEET$St),1DA 11,1!A 112412A.13 B 13ArOR MULLION C0NNE0T10NDETAILS AT'TOP& At1.6WABLE STORM BAR$PAN(HM.(IT),. BOTTOM FOR Fi.00R-TO C)JUNti(TRAf'I?FL}(}R WALL:MAUNIINd5 dFSSiJLLIOFI3:INT0'CONCRZ=TC FORAGIVENMULLION TYPELI (T;P & �J. < 3:ENTER TABLES 2.OR 3 ON.SHEET 23;WfTH A S.D.DESIGN PRL�3`SURE RATING ANO STORM BAR: SPACING AND DETERMINE APPL(CABLE'ORTIDN$FOR STORM.BAR CONNECTION TO CONeRETE _ TOP&.S6TTOM:.QPTIONS.PROVIDE,ANC1lWtSPECS AT ADICHORS TYPE WOEND f'OR VARIOUS F]; PROCEDURE PCft STBF?S 1 TH8U,3 IS:SIMILAR FOFETNSTALIATtON$INTO WOOD FRAME ANCiIdR T jPE'.i.CDVERING PERP 1ANEN1'g=I-TORS A&pj bR REtAOVAa E{ANCHORS B&Cj TRUCTURE$.SEE$HEE1S 20 8 7.1 FOR LIMITAI tQN$APPLIf.AE1LE Tn ItJSTALLJ TIgN31N1'CiINSTALLATIONS'&A:CHOICE OF'2 OR f AN FEbRS PETYCONNECTION DEPEN ING ON LOAD AND STORM BAR SPACING, JOCJO FRAtv)E 51'f2UCTORES. psi�R AFS�+Lli�'ti w. ... ...._................ __._._._. ._._ ......._..__: -- -._..... _ ... _. ............._.................... ...._..._... ....__...__.. ;S :`�1 .. ..c ai5 rt..i. a; pina.Zfr a} cul,�ity Hun ,- — - , 1 a U t 1 LI.S rm.G b 441N, i Ratltn Sh rr g uEf System Ii. ECtgcEXPERTSHUTTER SERVICES INC. -� S�"h'T' FJ- �.` r tR iC57.n !' Mti M{4r1iH0 C4YS'e�1T —' Si y f1oRt4P ✓'^w ra rc o> �tiam no Po , Vi a , £f3i (�1Jt r sm ; r',.._(ln.r�,E67 "� _ r.ct. � ..,.�..W `W ft`•t(r Ye SLAT,P RFORMANCE CHARTS Iae _Ib.. -'Xbt- & le: ROPILY VALID FOR ii7."SLIP) FOR A GWEN A1,D.DESIGN PRESSURE RATING(p,r.t),PRODUCT INOUNT-CONOiT1ON INCWDING ANCHOR TYPE AND FOR INSTALLATIONS YUf OR WO " CHART Ia CHART Ib Cb1AnT Ib' CHART'IC t)6Tc.1.!AIi91NA!VAM flolim.pom ANP!&Sim Ag.Ot LW 3111,011 K BOLT 8 AWI40A 01 0 o TAPCON XL ANCHOR 5/tG a'T RC4N xI ANCHOR Pt ED 4'ONOWTE TO cgvuru cowerin ewcvn nura,arlw COt G}tt�tk$tate: MAX-SLAT SPAN MAX.,SLAT SPAN MRY, S1AT SPAN WN SFXrARATto14 TO`'i1UlSS " OhS!N •"'• (FJ). 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T a• R'-2 . •`ti :_....d 3 7.$ d Yl 10'. ,.• 1 .G. ._ 7+.,t^-• Iwo !f'-0 _ y'-.0• T_?^ ry..g- ._._....._ ._.: T,..4.. p 0 t" f0 R T" 1M36.0 8 i .._ 7••.u" b S. - 7r:� 7 -T"^. ' e•..tl° i:..,', _ ... _ 1• io' c- C.... , '� YIt17F�1 .. ARME O1pfA`'S MAX. Sidr a AN, b1AY FE USE- Fa LD,G Aa • RYLkOR S}AC;MG StliEDUtt ON'VX''ETS 17 & i6 tN0)fCATE IHAT \' titUtHfiNrtf)fr,,' AN ANCNORi .SPM`Wr, 'S AMMAME FCR WE CORRESPONI,I!Nf SIA; ,f'AN Ahq A;s.v,.DESiG.I PhL.:,..JRr: FG4TfNo a`" 4•P• 1: ���.I 1'LORIDW eTi iLOWU AJE 0100 High wooly efUr/m-T.On.,, ; ' ........ ___-----_. . .:...__. , ... - ___.....- --._..... - ---__ .__...__.._. ..... ..................... ........:_:..... ._............_?-R GL7teaE§-'c+K'"�{?L...FAS'+'Et}TtY fx!:371NG-'SfftitCtURC.-SMT:°r...:....__. 4`t .p,;.,,.: _............. Biu::'" - :_i.r ..'C ._...: .. e1rD N a u t 11��1 S N CR.t.x 3/8-0 KWIK BOLT 3 ANCHOR OR 5Jie'ta TAPCOti Yt ANCHOR, ---- ky REv mhco T OR .00m, V.uio ceti CDHC•?m 131.0o<. DR �xss loo 4067 r._ �1" f Rri!Iir< Shutter ' ,ern i WITH-7/a-0 TrK xL,QtWS AT i.t .O:US C-W)ECT.ON 'PAUO I'C•'iIlUiCe. „��,- -.•c''-3.7.7k.e" f 0 QBG 0_•' Y �6,r.•its WALL MCUNTEr7: TRAPPED l"vUY1'Q. AWWit.^._OUT 1KRI.- M. e n tes�rdn a[0 trn n arrr EXPERT SHUTTER SERVICES INC: l .x R ri vc x u v L x v :rLscAlStC RV t 1 p, cp a r t /t, t t4 A; „ �m r .�s.:.,er ' r J S. wo!iiju J 'Ir T ,.tjs rUft iN, tFvir,1E tA.1t:S mAY �Rl9p Ar r W,* >r asw ++L c ri$Rxr..,w 0exx..c o fifo(f.RMih'ED f.;r SJvF.!'Tt •".F..Rr*„}„l 1;pN H..T'h'if tx t' tgi,'1"e�� t �y Wet FX 3' �. � •�'-`-" n n ._y Wil :_.a1lt ✓. t•a 16x as--.,F- - :u� `� "t'_'•"," 4m12 ,1!1i!(. Y ,,YYn ' au u •. MAX,ANCHOR'S SPACING SCHEDULE Vb __• .__•_.__,_ _._. FOR A GIVEN SHUTTER N40UNTING TYPE W/5/16"0 TAPCON XL ANCHORS TO POURED CONCRETE WALL A.S:D,DESIGN LG SPAN RANGE WALL MOUNT StAT SPAN RANGE .. 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