Loading...
HomeMy WebLinkAboutProduct Approval 1 3t BaS 11=e ( L09 In (user RegMMUon Nor Top+cs f Subttil[SuKt arge 5it:s S Facts Pubrcax ns 3 Fac Staff; nCtS Site aV L`r.Ks Search . Busiines Professibn� �r Product Approval USER:Vub!k User �t � Re4P?if;nt Re a. UiI plcat:rt Acorova€?Meru>Frodecr or..00licaricn Scares>Ao�Bcadco bit>Application Detail � „t� Y FL FL12246-R3 Application Type Code Version 2014 Application Status A I t, t Comments Archived {(4 ! oduct Manufacturer Expert Shutter Services,Inc. i Address/Phone/Email 1626 SW Biltmore ST 33 Port St.Lucie,FL 34984 (772)871-1915 Ext 106 callexpert@aol.com 4 Authorized Signature Michael Heissenberg callexpert@aol.com Technical Representative Michael Heisenberg Address/Phone/Email 1626 SW Biltmore St Port St Lucie,FL 34984 (772)871-1915 Ext 106 CallExpert0aol.com Quality Assurance Representative Michael Heissenberg Address/Phone/Email 1626 SW Bilmore St Port St Lucie,Fl.34984 (772)871-1915 Ext 106 CaliExpert@aol.com i T Categoryhutters Subcategory R011-up Compliance Method Evaluation Report from a Florida I tegisterdd Archite t or a Licensed Florida Professional Engineer i x Evaluation Report-:Hardcopy Received Florida Engineer or Architect Name who developed Walter A.Tilsit Jr.,P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Manag Bment Ipstitute Quality Assurance Contract Expiration Date 12/31/2016 Validated By John Henry Kampmann;Jr. , Validation Checklist!-Hardco y Received € ertlficateoflndependence FL12246 R c'_ CPERT 5H11 E"5l z 4�1' OLttN;�SHtt_F�SY..mm C.Cz; �Si�2_c f Referenced Standard and Year(of Standard)'; Standard Year SECTION 1609.1.2 ASTM E-199 E-1880 2005 SECTION 1626 TAS 202 ;j 1994 SECTION 1715.5.3 ASTM E-330 2002 Equivalence of Product Standards i Certified By Florida Licensed Professional Eng neer or prcnitect i ? 1 i Sections from the Code Ptoduct Approval Method Method 1 Option A Oate.Submitted 96j08/2015 bate Validated 06/23/2015 Pate Pending FBC Approval 06(28/2015 Date Approved 08/18/2015 Summary of Products I ! FL Modell,Numfler dr Name; Description 02246.1 Nautilus Rolling Shutter.System Nautilus Rolling Shuttei System Limits of Use Installa rit In ns s#suet !Approved for use in HVMZ:No X1246 R3 11 EXFE °I"S tJ: 'ER SERV MS Approved for use outside HVHZ:Yes INC. NP.UTiIIIS tZ Qt.l, 'C !9SLECx_ -..y ti r z. Impact Resisfa es Design pressur +160/ 1b Verified By:Kraiter A. Htft PE-44167 'Other:State Missile leve "D"wind zones 1,2,3 anti 4 Created by independe t Third Party:Ye (basic protection only).Pressure rating: +30,-301p.s.'f.at Evaluation Reports 20'-0"span and+160,-160 p,s.f,at 8'-0"span vtith S/2" ct 12246 R3 E FXPF R=SHUTTER.SER stip.See sheets 15,16 and 20 for additional pressures and N _t T L S R. !ti SHUTTERS :..1R11r. Spans. Created by independe t Third_party:Y K-1 NCx. Co.t.Sj us:;1940;Nom Mogroc Street Tallahassee F£32399 P,:65-487-1624 The State of Florida is an AAIEEo employer.Qcv loht 2007-20}.3 2aie of Florida Pr€vacv Statement;; ess bf �5tatement; Rrif3md.Statemgnt Under Florida faw,email addresses are public rut4rd5.If you do itot wdnt your e-mail address released in r6ponsc to a kDII&recerds req%est.do not send electronic M1wil to this entdy.Instead,contact the office by phone or by traditional mail,lf"you haveany questio n,plRase tact 856:487.1395.•.. nt to Section 455.275 (i),Florida Statutes,aftcOve October 1,2012,licensees kens andbr chapter 455,F.S.must provide the D" nt with an emaii- ress if they have ane.The emails provided may be used for official communication with the"site.However email addresses are public recd�10.ifyoui do not.w€sli to upply a personal address, P provide the Department with an"mall address witch canlbe made available to the public.To determine Nt are a igensee under Ater 455,F.S.,please click here. Product Approval Accepts: j € I 4 i i ji[t § F i. r ._................. .......... �� _(y�TES. N AN.^.HtNi:;s!Al.k at:INSTAOSI) r01.LOmNe&i.U114 RECOVOEY.C.IKNN5!4001 gu.=•CH!c,.::ovs,:f 7+G. e.�CH(i4.5 L!0.tii.'fA4TURER. . NAU11111 R011,LNG SHu1TM SYSTEM;:)+L'WN ON PROM1 C AIAJ,%TION K I;MCNT'i'L..0)M13 FILEN 9. 01x,;NquB N5'0;:<uCJ FOR SfOPN.CRR<,::ONNf.C:,Ot.S SHA;i OC x5 5PEaf1!:0 ON a�>ilcA[91C 5%::.rp}ri StiO.al:pN tSNf.E1 P. VCRI'r:EO FCR%Vplwk%CE.94 ACCdr;IDAN:.E W0H %HE a,!, (S'0,EDITION)Of TF1F: •;Aorrp CCOE: -S/H`Ort ,ii"(uAL-?:4S kV.41)FACTURiD D)'Py0J7ER PASTENUM INC. MvtILUS ROLLING StlurIFR SY IVV SIMM.NCI OF.PUALU9 AT WIN%TLOC(FY PIURtMANE ZONES NMM,-DA:7f /PRLmm COtRmm). -114`0■3/4"50110-:ICT JAANUTT015..0 (ff ALI, PULNT,INC. -3/S"P KWIK 60 7'fZ MANUf ACTUIiEt)BY,t>,.TI, NC. _ .. •,-"^'•••^"•^'--^- "ContTS"9TURY"'B'P"riE'!'67fY('iLt1"0.+'"1"ECi"s£c:![:17T"fN6tt"Ct""CNt'TBC;aF"'NCNTTtTPfK.ri"isC1iJ£'•""'..,»..••,'•"`•...-_`••-'SjyF, ''"Ffit?ffR'A"'[ftNCT7"fl1 ti'��1L":.9t1'X."""1NC""""'"'.,•.'•..,.".»,..,`""'••. "..•"".,."'•••».,«..,..•.•. FOR A OAS!C WIND SK10 AS RF.CUREO EFY THE,!lh?ISt71CTIUtt MiERE THESE-SNU1rICR4 MLL Dt:'USTALU-1 FOR A DIRECNONJIUATY FACTOR Kn WRlSC4.LIS9tO ASIZ 7-10 FOR INS'7AUAHON3 UNDF,R 7010 rOr V:'FIM;W IMC LEND BL.MID TS AT4G FOR NOA MENTIONED ANC1fOR5!31ml.CtE AS IIfOICn!CO'fALtOW b"At A9triE MEN71OttFl) SHOE AND SMLL NOT EXCUO THE MAAINUM (A.S.O) IMSA@t PREIS0RC RAT,F+L'S�400,T(1)ON SN£EYS 11!TNftB IN k M 41RU 26. F.t<.F. D!S1AN.^.0 AND fuRED1AF.NTti ARL 11TVt?NO ANY RNFSH'MAfCftW.. EMULJMF.Nt IN A)RE!ER TO VLvir"r nIV ABOVE COND'[ION, VLT"AkIC.0£SIUN WIND I.OADS OLTERMI4E0 JIM ASCE 1-10 DNO,) FIL1'O OR •,- ...tiN+4,6...LiL..7,ICSS_Hk:ULC::Ii 70.Jt.3.tL_ I:isGY.;YIIND.t{1dC75.B.Y...I&LUPLYWu...TH=N,Y1',L.S.,IN fIROCE,.(1__._»__....... ............ ..qt{(;HOit... ,....._SPAL)Nf:.,.k:-.:-0tlR......_..C1XIC,.Qt11ANC(:D,1111%..........._CDt°w"17CaT:.. ...C.t)Ct,RE11'.AJX:K .. .. ..... .. .. ....... -_ ......... ..... ... t t 1' 11000 1 NOT AILOWEO TO JOE:CCTSJt(S£W/!A>U. ptsb)OGiIGFf PRrSSLRE rUANOS INO7CATt:C ON SHEETS i,5 1N.IlFt 18 h lU tuRU 2fl 3,4 r.Al 1/A" !Y..R4 J�+' i !12' t V+} 7/4'(3pM7 Pa:, NM',LLLOWEC 7. IN ORDER TO.VEJUrr'MAT^OMPONE•"NTS AND ANCHORS 0(t 1HIS P.E.D A5 TESTED WORE:NOS,MR S)RES.rL:O. 3s R't K*%60LT U' 9' 4" 2 1/2'(1900 Aa.) NO A:7.OWE() A 3W INCREASE'IN ALLOWABLE TRESS FOR WIND LOADS WAS l�lf tAST?D JN 1NM ANAIJ'51> FASTBNER5 S/WO 7,WL'9H XL 3 i/a!' 3'!I8" 2 1/4'(2039 PAS) 1101 ALLOWED SPACINZ TO WfX)D mvf NCEN DEFERUINED IN AMp(tC.A,NCE'W N.O.S.$011:. � aS� f�—•-.- ytTT Ahl. CORRECTi01JSi Si ALU !E,A$.SFEOF.IE(1 ON APPLICABLE SLO1,3NS SH?WN Olt,,HEFTS )t: - A.^,CORLANCE ivNN f>Ef.TtON t4U0?.+ of-lttl:F11^.vF.'M mITNEU C(M1E AS AUERM,A(t Tf.:ST iAR :lr SOUTH C. URS 71A, t(:O f'OR t3uLL!^•rt I'LOtUDA.-RCITO y 10^JD,OI-(,N AS PER AMU C'1096-15,C IP80•-05 AM,.E 33D 5YANO.Aj.5. Ot1ALIr19NC 1fU. 11. „A, t„ t.;� 13 IN$SAL,A11QW('Ofii WIND Xf}NC:4 1,-,3 $1 a.UISi1:C TYPC D AND )I;kY AFFLI::Qt1,.TO PA':i1(:PROTF,CT)O'J -KWIK fYj:l YZ tX.XjS10N A!4CNOR MANIJfA:'IU%E)()Y}11:11.IN(;. Q4ALIXTIMS,A5 DEFfNLC DV SCCT70148 8:2.1.t, 2.1.k ANI?8.3 Uf ASTM(•: 991i SCE'R"Mfb 19 A 2(' ••HCI^-Jt$CR.FY/NJCFiR A 'ACD,'HILI).INC. FOR ADOPPONA). VATOTYNNNUFA(1iKED El/ _, .. .. PO'Wtft tAiTJ'!;CR9,iNG. ,, .,,. .... .. .... ...,. S. At.I Al.tlN7ti:L1 F,YTRUI-IOH`1 5>U'J.L HE 063-76 ALLOY(L:Hi.(.SS OTHERWISE NOTED). CFTC>11ECT V+NIMUSt ERC£ 0WANCE AND S'FWMt;fOR AD(`.:E UUIIIONE:U AWJI(IRS!i.HALI F.Y: AS :NOICAIM RR(PH ON At AL mi,wuff,1NCE: hf-ri. A.ALr;L.SCREWS(EXCfST F.Ni; R1:iESf1'sON SCHF.V4'J 10 U VA7NLE55':irE4 ;1;74 '+R 318 SE:RES'WRH 't0 11x: e.09E DiSTANrI:'ANO EUOC."'NEti!`;i ARE!JEYOtiU Ar4'r F'N15N{4A7e::!A.,. �{(')) f E1!8E(.+AJE'NI a -00'S SN(ENOR,ANO 90 xai TEMPLE ":TR(:F+'v7H(%R 0:(.RlrfON RESi51AM "At1:U CARBON STEEL AS PER U;rf :,ROU'PiLEG OU ,,0018 ALL S.U.S.AAE TEK SCREWS MANOFAGTIIRECI HY"i 9U'LUX& SHALL COI!API r':/ItORI:IA e)L`4.[Af:v nHCHO+? iPACtN:D lO,i7. G?OE OISTANC£ty IOO'b C1NC.kc".T{; CO`:C.RETE P-!MK CtX)C SCCIVIN 2411,:3 3.4- 5/4'.irWIK BC:LT Ta 27- 0' i ;f/a'(:S'K)0 S+R 1101 A:LI.MTI) UMTS 10 DE'ASTN A-36:1. GALVANIZED 0(F A1Sl:104 Ilk 198 St:RiES OTAP SS S-,SWITH'3U kn1 IA'INMUU 1/2"a xvilx ODL.['FY.. Z7 +/2" ' 1,2" 1 1/4-(1000 +g;) NOT A11.0WF0 Y)ELO STRI31CfH .T/R"m KWIM HILT T: 6" 4 3f0" 2 (3fAD!'Si) N(,T ALLOY,iO + )/8"P NUS-p.SCREb A" 5' 7'(.3W0 F'S} p,n1 ALLOA'CO f:.NhUf:'L'IS R(7::;Nr7 Sit:1T'LR SYSTEM 0£ARS U.S. F^ATEN(5 80,11?5,72::AND#7.405.11M. 3/8't WC.0O(--1XU A 1"!. A 1/2' 2 1/7'7-wa PS') NOT ALLO'A`EE? .MY fR A'iEfd XV G. h' S'r.k000 Pti,) NOT AL1.0 ED AUCH',RS TO WALL FORM u)n;. 'ifttS 1.OE !.:•F'(7,.kAWS: f3,V8•,I,5$-H:ma BR s-t14:um:' t/1' ) !/Z" F 1/7'(S:)OO FS') N01,kf.:rwCv ;F) TO En'ii1NC F:d1RF9) ... ...__......... C^H"CNEi: MN OEAP.:. i:lA?R(5 h .. ........ . , . !. INC 0951ALSAIVUN i~I ffi ..IRrPR(liT' UPONET((r}ES WtcCfl fnMY,TrnE iJ!ttNe9 . ... AVC710R5 A9 t4lJJ:1%!n`''."t7RED 8'-iTW-Ov'n0[:K—PSCC_ TG PAE:fEm W1'i./RFLN FRRV.-tON. ILK ANO St'F_>-RC••fX�l TRACKS AC,..AROIFUD FULL;.ENi.Tlt. -.3/8';c 1(WK: ij',5 tUiC!tOTrS s'?uANJ,Ii'M:'(j)7y'1,A'V NUT,!K —- - — --- :2. f% S!u,:l BE THE aF;�'JtLS,BkIi,'+9t"THE r:ON'',tA;70R 10'X,RO"V EL 50UNDKSS Or Thr STP' '',7AE-WTJERE PKO ACK� La'TJ-95 AIYAtI4!.0-f0- A 7) UI7EIA:/U EMUE{1MENi'i'71'q p{}ORFD f,G)d.7EE?F..li1U,;i.7f,; +Y:,UR4 r'F,^.'£R gNG:4gRAGE.THIS flt!OD'.,(,'T'}NPS; 111.E-1 CR Ai(l IL.: •0 CONCRETE. CONGRC- H.00+01' WOOD FKAr1E Dl1LP.!Niai. f04 5 76"'TAPC`�71 XE ANCi1CfK„do 2 :J?."FOfi 1 d'o ling BO,,i ,S NiG10RS. - gi-Ipl•r^,Otu+Ll'*111 A;.:. "•NJS 11RAVAtt+: F'.VS AN"3!;fL:ti!40 A.N: 20NINO KE:CULAPON(;F'ROVi0+,) tin E11FA CF.Ft:Ni 1.4^,C^>TU^r0 ,NAU.OE COM.UFCu A5 1VAR4 Cr- 714E RMUIRCE!E':k!Rc":•uCtr[. 1.. U113 PPOOUCT-•.i NSTAtiAYKIN TTI 1t1T.JURI`iO1C11ON 1s1;ERF P%}tV.)":')S APPL!6O.'CQ. A.2}M!NUUM TOC£Ofi7:LM"L (E'.U.)!Nru POURED C,ONCRm*5Wt.i.Sr: 4^FOR S;ifi'6 'AfY;ON X', ANCAimF A F(7R.3/4•^ ii+.t ANCrr R`" Li'l.:C. Df$SAI.i:E:5:'x—.Z)%f !.L I.,FT)NG VE0fV:WM NOT PART rF rtii9 AFPROVAI. i ! iJYFIN;,'N(fATCR:,M.. .>f!i 1(i. (�}Ttifr f+.ti.A. MI7F;AT1C'3 UY flit:;Ctt(aJ&"FR i<;OFN(%HC A4^0001: Hirt't'r<UVIDE 4r UfivJ,t,!7)i FOR s.(RTE SPEC.r!i' PTIWEC!.:n irfiLNC ta; :...T)U1 rAS£`[HAI PRECASt S'fONL PR:'::AS}CChNGR7?F OR OR:C'.K PA.VE•:S,l^,:r4UR OR PAVk!'(5 1$s".F(niNO:ift CC,'tU!?i::FMS()EY�A'?. F70M 19'.6"01.6.(4. TRE CX(SI:NC:WALT_U1 FLOOR Fdk:tiL'RS SMh'i.RE LO++4;ENO:....H'19 r01.iA(:H 7iir". NNN$7RiN;iIiRF UF.{1!110 " S1JLN PANELS• ;b)CONTRACTOR TO 9E:RES"r-301F FOR RHE;SEtkC;V4. PLRCHASf A,i:J INSTAi1.Ae10N "1'.;t.F:H)IN:r;.7='E 54FETY i`F THIS P!i'JCUGL DASEC 0.V Tr•.:' P.C.O.M,O,r€OV3 Fk:/SHi:WES NDT r,.mA't'FROM T.iF CONDIU:,NS DFIAIIED ON IH+S (S)CMCNT.�v^,`,•iRvcT:UN CAFETV AS:,STC 15'k (B)1C•EXISTING CROUI FILM.)Cfit, CO'IC,RXTE PDX—K WA,.::A.KIv{"-•;!O ;JNTRAG OR`i 1M;P11V'1IiWTY- <.!!5"ri%ArwOt()if ANQjQR`:t. AS WNVF141UP.ED BY 11.11 UVIXEX. :U,'- :cj T911,P.E.O.W(U! V19 CONS:3COE0!n/tA.fD:F ALIENED H'r AN, LEAS. O,1)wNwuM£KIOEOHEN"O! 5/1G"0 TAPCON Y:L RWHORS INI;i THC GROU'f^LUG(:Ftl I:ONCRE'' O;.;C (dj SFCC;f'C++Rale.SN&,CE P(fEnAHED Fit'A fl,OWDA I+.?:ft:.TfBd'0 EN:v:rXR OR Af,C1!fTMT V44IC't WIU.Ri-*UE'971E EFiC:N"et1i AF JJ-10'`;t4A1.7._F,E 7 )/4 Re.l' OFU(f.:.O.I;,) !'::R TItE W4U.ii(;F A!'RF YAHO.{rTLf.:DE k£SF"Otx57OLL`t'R 1111.PRIDITrt' :5.1E 0F: ME F'.I:.U. U et,NEER CI'RKOPID,ACTN'7C,A5 NO E:uFferlft:N( •NTq S4l;t:?:O SHALL HE UWSZE:RED A5 PART. OF THE AFOURS:'0 0XCOM04 n OEi.F.iATEO ENGnfmR To T1+E P.E.D. FNC;NECA,SIU«L SURIp: TO :H*LA7T(-.R 7r!C::li£SKCIM DRAWINCI POR REVIEW B:2j xtiymim ME U5T8M)E ii: 'i Or S/t U'u',A['(XAi XI.ANCHORS IJI%�CRC+a i?,L.E::".::El.:.CONCRi1r. <rj 1!1,5 P.£-v, g,e)i. Oe'.YONf r.h`V flli-5 e. fAbSEy,A4., Ji KAN THE.RATE ANC,i1R#:4:h: 5=A3.AN(!;>PONAR:RF 7F INC.t%F;C=`F.SS):'rol', ENCINcrtt 0i. RC..'t)AO TNA( 'r•ACC•HREU R: . 711 CASE T,rt PT!ECA T STONE. 7'INECAS[00h:''CTE.OR iffiyCf FAF.F.d S, oil sY.VER dE{'OUti.ON. !P ,P^:' >.'A', rfr'S 2.5HALt fir.CACfi10 ON A REASc,+ •KaIP.U". :OtATION AT I':.:UC-T i"f AL,cmp,ty 'n1TN.>E::T!ON !710.83 a, ':IRF F.US N;WALL OR FLOOR,MC,40Rtr SNL,:. E+Y,LOJIO ENK,N ,0 F!(A:.f+ 1{+r ,,VAN SIf)J:.1VOL 9CHU, F dLCT NAF LCTLtET_ IACN. ,0\i Lr Yr''H S! 4 PANE,.'.. 0.1,41(.,(lWa::k4(AUC ONC fA813 SHAT.:. Dr P7ArE0 KJ,EV{;tCf 9t-It;INf LMIC:'•V'v 7p rd::'•Ut7 I"%u.8.7(IF a;C r,OIlR'A RuA1X.:GrA:i. rz;.,STi!X V!DOk1 MAME E401401N(;: Sf'R,I:X: P;NC-r R-SrAI%11(....U..SV}.DOU'.A,A'>-TIB•S LM(C",C„40 pfd `; r s'TAU aa.I'E r/ ' c(UUI,!FiR7N P!NF ig Ni C +, OSS T41N. A '`'(Q1ErnLt,lig u,Jlfr.T/il(F,' a-' t-1, �, ,.,..xA.....t. ....._„_.__._.._.._...................7 FLOrT7CA dt711.;)49C:COt.c (Wr• )11gn Feb^hv Dvu. c z 'h^.,:n: _._............ .YR'¢..rAPCCAi..(;,.Atd.i+L1.''Lo,A::u.4.AV.u'ACI}i):Fr. %W.fYJ,LU t_d4C,-.. .. .. ...... .._ ... _ _ ..1.f)"_ .y.. ..._C•7rf!G"n„ryX-..,,Z.. ..... _ �-y _ _... ... _. 4).1)uN:uvsJ T+)(itrufNi of t.+r-;n.a X.L.A^i::w1�s, INTO n<f v.";i0.�t`fTAfe;.t,Nr, ,-,n.;. aE 2 -;a'Frrrct:i:,r;. 41 / a,t,� Sf �'fste J. :�.�. !+1RCAOrb 7 FN RArvi -•-.'V Z -� .• - _. __ _ :0140 ilN:vt f4i::FRL,v `.:ri4ii 7. tX,0i!DY}(t0 AS PAR! OF THE RFC?UPC1•fM17t'Uv(.t:7• x*;--'- .. '•,*_ /_ ___ _ _\'\' EX RSERVICES_ INC -'-k`--- v - ""r' T�(s!i roller m D!>�Ati;:r. F..t).)!)' :CJ!?;019 L\�!f(iP•C. ,.'fi7'f/t,,::i$r1A':....?f. 1 "/1"E:)::('. ;,r!i•4 t 4: I!Wr T'LS�::NNu A CNWtiiMTNiy3 4uolvY PERT SHIJTTE t— ,., ( : ltIX .x r K-1 2 1 sti t Ran'G:ND 4NI 111115"1 mAf f:R)L1. i p' .r.-a h5 W ri + Po t .rya r nN CASE F.+^r r,!ciCAr,: STA4C. F..((„T:' :irt.,vct. CA D?;OY PANrfS• Vi.•I'tK CI;.F.f..h.r;If-'!;'-Ya,^, If: "t, _ .--...._..� ...- a) 2 w ,��F.AS . '-�`� hi,i 4, 0+AY -cw.tt to 01.1x..✓•,. I > ',I-C:u,11:K,V:1y1 Ck 1`.;:Y, Ah'CI70N:: II-All. U f.(At+.:t'N(P:(:+' I(, RE!A. ... AV•4! M(V17TI;R1 Hr-1111) N� y, - 4 .S l� • j .._.....� �(oP „ w ''FY... �Vkt 'w` ,.,, w .. cNy.�Nn+ r..-_.._..__..._....._._..._,._._.__. Ila §9 N10 ,ai.,u. «- ,,.,•. .t m .._"..._ err ' q5 46 N7 �'��, ia, .'rte,. va '+`�.._..,,!.. .� '- w "�.r:•,a7uw`auo? ..i ts3 44 nu k1 #<. � �;:.P; x[luucaaruu[l1n[- Imn[ mxs g ,•s�. �y nnt�t�t nn mtu I pESWL f 06itst�t,LF.6SfliwWl:i ' 3 ° S iry ?HF::4•:r,LS:KtLn.MrEtD<I:Ys¢oa [tugau n..yps�1M'!t},.0 w �,,.. ...._.,:...»..,, �314,6�'ff ' ;e•.}u � �.••oc �n.s.v :,,wtr � ° �" „ � r, A'OPTION 01:Si'Ms:AI:eLC;! ix+i �,.� .J� •� Y� .� "^n t x, 4.f Y 1.1@T.0 ��' � � .. � � RIIhrYBTAYit:!t5 t . ur.»• ..- � „� ..•, i ::w a� (?vr'y � :,»v< 4Mrt'PW.iNpC•ttLWi ....................... ? (;yg,(�UTAYfE�AWU1 flNA i s 4 _.. ........ ..... ......._.... .._._.... ......._ .: ..... t -.j. - i ........ . - RU - < ,. � , j t.. c � �•?� .. FY'-1614 kyirrlxc5i�'arllc o" $TARTERu ._ LAi +� __................__._..._._..._......_ 70•Al�NIfiAE'ACt�Tv- - i'11.Dta•.r,.., SCYyl',r2'..•, r B)BFI$E:sI.AT MILLI! !pg}tF A:.VNP75R1 K:CY `""' ,,, ....... ........ nc[rnL BusRINa •^a+i -. •+df ri>•- t` S,p•,..:.'.1 .. (itDF,VA 13ri,QMiR•NG,..�.. • txr• { ,: r..�v � �ry..V•-..L.-.`L.— i ry„y. � ttirf"atE it@4AlA..a,7 wY (E, BUILD OUT no 7 f acr Baum. . _� •o.r __....__.- _.—_. .............. 1W...... REYAINItJGS$TER,SMEW BU ••, k :F': B(JJLD•OUT TUIL @P BUILDOUT TUBE _.. _........_......_,.,...._ .,.I 9tIL4{3 SIDE RAIZ_ --- �'...•" r/as.ua.luit+w.tactrrr ML;i'h14U'Ar.WA n[taT, �;Y.QL.!rs.•. 3::L E.,/:-• � 'f.�;,. . ____ _-�s9,5 3 A•5'41IN[I>-1 S!iIFA"3t MhNI b JPI,H 10 1 yv T{Si A Y G#i;tN i S`lU f..tP,N,ti t.ACl%„(h 5:11'q'IY H(',<k:A10 Non �._...,._,.._ ,��":' .......•_._. ��,._.._......,.. _. ... i , ...... ;xu-. ; � ......,,;w-.... ;, tE;i� HUILD-OI.ITTTJHE 1 ;u•... `H V4°6«3%4'tny,Gllr;D£xTEKSCREW .v' CMilJN Ltttg � y0• i o,1 F Cl. I; Wo M181I1LMIAPCDn YLAWHOR !I •. t;AJ1U:;`tf M!V. 111 S < STORM BAR J 6•C9'ht1.1'<n,N1:MB0 +3AtuCHCd ar:•raH.r»r.�,+rrrztr� i(y; AxB MULLi N :Cy i' 4xA ML1I.LIOF4 rr verzv Mr! F% I-RAPT ED ANGLE ��_ iG Aj 4x7 MU[.LIOt�t 1,` !Y)tUN.ULY nMN.i11Y GKI.'r.•..Vw:Ni!l4:::Y I as-c 4t netuanwr w'.",a Oz°N,t�t�tJY1tNITIIr���7N7y7 : RIUA Ht:nAl� CUGF tnon 11iy)r vdo'My H'vmo,v 7—t i .. ................ ... ............ ........ ....... . . ............. ......... ... ......... .. .. .. ................ . . ........ .. .. ......__ _ ....... .._.... _ .. !d if.�6 IMC.... — _ ,t ........ 7t1W.1 M, BM rYw, ....7 ria CO ,, EXPERT s U1T SERVICES liNe DA't } icing wi XPERT H £R -' COMPONENTS i � �TITF:9�Y•:�yW�$ : uN.,>3r`"� ` r'w � ,v� n u. uc 1tr�r �. -r-' ti»c ......_............................_....._..._.__......_...,. 'y4�f4+5'FU � ``I_.•`` �( �e 1,k.r u•. . i.n 1 j.._1,....._.__ •< �.__",__....Y.3 S,.In . rn.' a HOUSING(FRONT&BOTTOM).040 THICK 0, 4 SPRING BRACKET 6 60 MM 0('TAGONAL AXLE 8 SIDE RAIL(COVER SECTION) 9 ALUMINUM STARTER SLAT 10 ALUMINUM SLATS 1-10 I I ALUMINUM BASE SLAT 12 TUBULAR MOTOR - 14 SPRING,GEAR&MOTOR BRACKET BOLTS = 13 MOTOR BRACKET - / 16 SIDE RAJL(MAIN SECTION;FASTENERS too, 17 HOUSING(FROUT&BOTTOM)FASTENERS '18 END RETENTION ASSEMBLY 19 OCTAGONAL AXLE FASTENERS � 21 CONNECTOR SLEEVE 23 UNIVERSAL WITH DRIVE SHAFT25 IDLER BRACKET VvlTH BEARING . 'o "'W" 24 60M OCTAGONAL IDLER END � BOX END CAP ASSEMBLY COMPONENTS EXP RT SHUTTER SERVCES IN6.7 TATE 0 � - ' � � .........---------........ -- '-------------------------------- _.._._._........._...._.._...-_...___._._---. _._._....._..-._...........-..............._............_.___.. .___.._...__.._..__.....___,....__..._____..__ Y/6 �c Y/7 n.. V/Q r: Iran• �.Y/6 & Y/7 EiisY: ft' V/9 BOX IP` •ixK;rry..,1 ,— { 01 u r' L ..._._.._.._...._....,...,.__...._..___.,._.._.,_..,... .—.,..__....__,.......,.,.__._.__ s ,...._ i _._......,._.__...,.,.,_.__» _.........,__...._.,.,._........................._..._...�...,iA'^' .-...._._.....i:..._...-.,.._....,—._.__........_._.. y:: SIMS _ ................_......_...._,........,.-_.......-_.,........,._.._..._........._»......._..�.,.__.._._,........-.._._.......... _...-._.........,__,._......___.r r w .............,....„�-.,- ��,..............__.........._......,...... ............... .,,.......,._..__._,_...._.........__»_.....,.,,,..__.____..,-,� _...,................... ......_.._.... .n< <„n,............,...,»_......_.y_,....._.._._... .........................„._......,._-.•....�._............._:,::,:,n,:,•..,.. ._......_... ..=:�:. .. ._....._.....__. ._..____._.__ .._ _ _.___.. _ �,,.' .'ts Q�8 m 0(8 O 8 0/8 it >r __...._..........._.sem.. ,t._.. - --_— n _........,..._...._._..__...._. _„.................,..._..._...... ... .....__......__�t.F3'.__..................._...P�$:............. » _._................_.__.......... P) f .. _ ....................................................................._....._._ «......._ ............_,.......»..............,_..._:__:.__.._._........T. i,_ .._..................._ ,._.._...__.__......._...-.__ ,7. ...___._........_........._...._.............__.:.._.:..........._...___..__..._ ...._..... N , yy 19 L _____ ........ A. 7.. ,w _.:..:._.. .. ,- __ _.__._._.._,._....---_.__...__. ,,::: .........._._..........._................ ......___......_._........_ ........_... .._....._. _ .__..__......._............_.._..._. __.._....___ _ __..._.._..___.._.._-. _ { DY/6 & Y/7 aer. .i sr . : -r a V/9 t�Y/6 & Y/7 - — - •_. 8,. jVJ9 ( v..IS CA '^.C's To s 2a: LYLicAL_ t�L�� Nf7 ELEyAT10N W/S}_ T� AE «s :• hti?T(' ':i CK•_; ? & 3 ( fr. 'XMPt ..t ni:;tiFNt;: r:.•t?s: TYPICAL SINGLE UNIT ELEVATION W/ STORM BARS` s R,Yi 2 ti 3 i"i?k Ut„1PUNc_tgn, ParSME?'1nv',TLiRr.. j. pl=Ef}URE FOR Star INSTALLATIOy_MVEN A SHUTTER-HEMS: 1+i • C,_Aff 4: fOUn:09.. 5S'rf!AIl ::..�':{-:,i..:.i+u” T^:W',i.Ar+:'! °YSN34!:cot2:,,W "MMA MR!,Q,W/ `mm will:k utti t.r,�1.S h;FikiC!i7`.:�.0 i:urtlAi'w"+`v.U. ":!!SI'• :,! ri s,;.n; r,• =or.r;n.z.::..;:;;ur q:.Az. ., .4+t;tsrtr :iHe: vACrf i.z: 7 5w# 1 CdN 5-;t M 11.;U. f, 7;1 'WV i) +5' C £'i;J7i{;i".`!+ACiN!:, Ari",D. ?Cri SnU T[R GNr V; i:o'!M:D itu:rfCr L;' AL ti!n' +'ilAi,i.Ef!,!:';rOR!'7"Tf�:Rf"Jt.J•r,jW,'! ,ma :y:T,! 41;QA:i"^,N Si/.'�Nf`/''�C!'r'!':R,.AAt?: : kf CAS >uu'"4'h,I�;%•+' „LVkif:i: "r', '1' { t L ;,a: )ti;in; i+tl+ yr:. ,�,'+;. �lftllil tL01i1„w OUILi1;N4 L:Cr:,2 (Non V(IAf 1Y ylwf,fn+ ( p) 1:.1 Vu T 4.Urp:; .. .. .. .......... ... ...... ...... .......... ...... ._ .. .. ... ..,. .............. +„!::J4:YA!?.•.(„y "s.: W,, %i 'v:,'dt'U Y1 :I,r:rf' •t:.i. f`* V.L-�(`�(5 au .1.1�I��u's ntnnM1,L .. �.11�1 I� ,Gtr r vn, t o r a ;n �tiCEt$€ 9 '�' /+ ��Z _Rolling Shutter System y 1 1„�iE {YW'`7! E fi A. L r3 \p :ct ) iin t -;�',Ir s luf.IHtf¢ ' G7Nt <i EXPERT SHUTTER SERVICES INC. --'- I ;K(a ui-7 ,,f, s ,.,1 ... ,yk.: p, '.�:*S ,.,,. w n +xy �e 5..L M.L 1SL•t ri .::'e .n'•, -+, �.A,!.,'.., :,5,•itl,.. NATE OF :•4$ I s!N11 r i.:.. L:_:E�.__.. .......... ...... __........................._ ___,......._ __. _...._..._..__................_..._....._.._... ......_.._......_..._....__.._.._. unln, _...... __.....__.._.......... __.................._.._ ....................... _._..__ ._.._. __._. _.._............_..............._.............__........_....................... _.....__ _ _ .... ..................... vnnts;r --'—'"'""'_....... i/!C': W, W1 s vi^ F 4. a• F� r~ J d.: / .. „ , ,Ac 1 d.'1f r Is x 15a '.r! 0 a u .r .. /. u. �flt4:..1.n. / _....._..._._.._... 0r 'N'T! +<t.+ ihoc, s I WO.!flC itff I¢7 iii L R n, .:� .. .,........................._......... �.. ..;. ..........._. .. .._ ........ ._... ....,f;...T ...I ..-,..... ... .. .. _ ..................... .......... ........... _ ............. ...._ ...,.... .. .._ ... .. ...._....... _. r . y IF oLz ,j`M ,:�, .� l`; tNj, ,.•. F T+::IANC; .. �.;*: � i..:[i1tJ: �'� �^ e{ „hYti4 • i r Y?C. u.tY J its' fr wnttt t�` SF z �sc.t. !w. . •-� �{) r�3 2�, . w~ ale' y SCf Hmi fX1EkV4R i'?F 4Ynt. •t. EXtER10R 41 w y C+. w_! 15, r. r ::'" ,v Stl:... ' l i b• s l'J 15` <... f „t\ e-- fSS. - :.,. 8y, 0/8 /8 {�f 0/8 0 of 8 II( v� �i! a rill f i il'F tib Ef t • 1 } c..rta-It Rox,, i n1..R[Ci t!- : q! ..,✓. I L1 ), r. - '.qct -�.+W ;is .. j/ � ;:. ,. ,,.y ).' ..2 J>+ '�.'J•:, Y:. l+ _asC ,.+ !ra' W ✓.. rlM._.N_=s. � {:': 3.. ra.n; -r4;i .c M... .l.R3C VC.7t f sMAl..I.M(7UNTiNG FLOORICEa tNf!CRkPPEJ MOUNTING BUILD-OUT MUNTING, F SECTIONS Y-,� „,,, 3 S.OIMi ,' Non 11 VMpcQp IN,, no 1 ) INSTALLATIQN DETAILS QN EXISTING POURED >r —,, v r ++�p� full!! S!iutler 5 fern �tvaw9 #67M iIL �O�r�c `• 9 rs a� CONCRETE OR GROUT_ FILLED CELL CONCRETE — �_ ' �” � x � --{� EXPERT SHUTTER SERYICE$ INC. BLOCK BUL,LDINGS � � t...( t:�',r• ., ,. 'B VI'', >rt 011l�� Cvf� t fV+N'S�J t 0. ?w Y : Y) {�vsAM i_._........._.._____....._.._-_._.......__.................. .._......._ ------- ___...,_ ....__.. _.,.... __._......_...__..__ _._._ u.. � '— _ --;_- - � ' ' `^ 10 3 =Ji MOUNT INAW f.4 SECTION Fe=F_.(P"tQ SECTIONS 0-0—(EIAW INSTALLATION DETAILS INTO EXISTING POURED CONCRETE OR GROUT FILLED CONCRETE BLOCK BUILDINGS QA 17 SE91ION a, o'; ok /0,S01 —WALL-MOUNT-END-MULLION o;t 1A1 c ION 0-0 (PLAN ORIENTATION SECTION R'—R' (PLAN) R WALL MOUNT END UWON WALL MOUNT END ULUON WALL MOUNT INTERIOR MULLION TRAPPED MOUNT IN7ERIOR MULLIDN INSTALLATION DETAILS INTO MULLIONS G,Gi,.914 an sof, ORIENTATION #2 WALL MOUNT END INTERIOR MULLI ON o0ii, 14 MOUN 44167 ' TL E C 0 INC. Rolling Shulte, / _TYPICAL MANDATORY PROCEDURE FOR VERIFYING PRODUCT CODE COMPLIANCE RELATED TO ITS INSTALLATION INTO EXISTING POURED CONCRETE OR GROUT FILLED CELL CONCRETE BLO -• '»• 3I OBTAIN JOB$1 E'S A.&D..DESIGN PR}LSSURE RATING(p.s.f.)FOR THE OPENING AND DESIRED SLAT PRO' Q g9-4b.IF MULLIONS ARE IAN)BUT W10 STORM BARS SPAN"L'(fl)TO PROTECT 1T(SEE GENERAL NOTE*Z.SHEET 1). LINTER 1'0 CHARTS (Ls. Ib & Ih')...THRU..IC ON SHEL•T 15 TO DETERMINE.BASED ON AN 112 1 MINIMUM SEPARATION TO CLASS FOR SLAYS IF MULLIONS ARI'USED BUT W1O STORM BARS SHALL . ...... ....... ..._.... .. SE�MO.'.4N GHART.Ac .ON.S8E_El ii....(T-.StIALl.a3(;:•MEASWXE.{).F;RpF}:HAGIE•._.._. _ ... .... ...._..... _.-.-..•. ..... .. ....... ... ..._St-AT'SL:1P'(M);ANCHOR TYPE AT SIDE.RAILS' A . .S.D.DT:,>1Gt3'PRf`:Cl�C7R['iTitTiNC,�H5: TME. . OF MATS To,40LASS. RFOURED MAX 8LAT SPAN"L"R. 2.ENTER SCHEDULES Is THRU 2c ON SHLC,,TS 2T,25&26 W!A.S D.DESIGN LOAD;MAXIMUM MULLION THE FOLLOWING INFORMP.TION IS PROVIDED AT CHARTS I THRU IC 10 PROCEED WITH SPACING(MAX,12',8'OR TJ, AND DE)ERMINE MAXIMUM I•AULLJ SPAN(HEIGHT)W!AI_LOVVAESLE PRODUCT INSTALLA71ON VERIFICATION: INTERPO(ATION IN BETWEEN SPACINGS FOR A GIVEN¢;G„G�,G7 1i(63).MULLION TYPE& MULLION ORIENTATION. ' • ENTER.A.S.O DESIGN PRF.S'S11RL;14AT)NG:SEE STEP(1).ABOVE:. 3 SCE SHEETS 10,10A,L 1.T 1A;12.12k 13&13A FOR REOU(REO MULLION CONNECTION DE'TAILs AT FOR A SPECIFIC PRODUCT MOUNTING INSTALLATION TYPE,INCLUOWG ANCHOR TYPE.INC TOP&BOTTOM FOR FLOOR TO CEIIJN(i(TRAPPVnI OR WALL MOUNTINGS OF MULLIONS INTO FOL LOYriNGUEFINITIONFOR SLAT SPAN SHALL.BECONS IDERED: CONCRETE FOR AGIVEN MULLIONIYPE(fi%C ,Kit,R13S') Uvm:THIS IS THE MAXIMUM ALL OWABLE SLAT SPAN FOR WiICH A GIVEN lir SLAT SLIP MAY RE I>I2ACCDUR�'(.:AS'IF BOTH STORM BARS&.MULLIONS ARE USI.:() USED.POR AGIVEN A.S.0 DFSiGNPRESSURE RATING. I.MINIMUM SEPARATION TO(',LASS FOR SLAT$IF BOTH STORM BARS AND MULLIONS ARE:USED • MINIMUM REOUIRED SEPARATION TO GLASS IS PROVICIED ON CHART fr..PFI:WIDES SEPAFJAT'ION WIAIJ,BC BASED ON 0iARl Ir,.ON SHEET'15,IT SHALL REMEASURED FROM PACK OF SLATS"0 i TO GLASS FOR PRODUCTS WK,OR VW STORM BARS(SFS..STF'P A). GLASS I?TQF 3.OBTAIN INFORMATION ON PRODUCT'S SIDE RAIL ANCHOR SPACING REQW REMI NI$FOR 2.ENTERTABLE ION SHEET P2 W.'A.S.O.DESIGN LOAD AND STORM BAR SPACING ANC)DETCRMfNE I! CONNECTION TO EXISTING STRUCTURE FROM ANCHOR SCHWULE:S lA.Vh&Vo"()N SHEETS 15 MAXIMUM STORM BAR SPAN(tiFIGI IT) THRU.18 ENT DESIGN PRE SU WITH TING& LAT SPA NAN ANCHOR TYPE.SUBSTRATE,MOANING 7.ENTER TABLES 2 OR 2 ON SHEIF;23,WITH A.S.O DE5YGN PRESSURE RATING AND STORM BAR ivpE.A.SS).DESIGN PRL=SSUR&RATING 8 SLAT SPAN AND OBTAIN t�AAxIMiIM ANCHOR SPACING (INCHES ON CENTERS).SEF lGFNeRPd.NOTE 7 ON SEICET 1 FOR ANCHOR SPECS. SPACING AND DETERMINE APPLICABLE OPTIONS f OR STORM BAR CONNECTION TO CONCRETE TOP --- --— -- &BOI TOM.OPTIONS PROVIDE ANCIJOR SPECS AT ANCIIORS TYPE LEGEND FOR VARIOUS AIJCHOR STEP 4'IF PRODUCT INSIAI.IAT)ON INCLUDES STOR OAR&MUCOIONS-OR"STORM BARS&-MULLIONS.THE- T_YP_Eu COV4=RtNCi_I±ECRMANF.'tJT'(ANCHOR$A&D)OR REMOVABLE(ANCHORS B&C)INSTALLATIONS FOLLOWING MANDATORY ADDITIONAL PROCEDURES ARE AI'Pi I•%ABL.E. &A.CHGiCE OF?OR 4 ANCHORS PER CONNECTYC)N DEPENDING ON(.OAR nNU STORki OAR— -- -- - --- ^aPACINtz. STORM BAPS l 7 IF ( t F.�iA tiLL -U PR�C t UFiE 4a ., OR d HA R USED 4.ENTER SCHEDULES is T'IiRU 1 S ON SHEETS 24,25&26 WT k•S D DESIGN PRESSURE RATING: I MINIMUM SEPARATION TO GLASS FOR$LATE IF STORM BARS ARE.USED BEIAL.L BC BA S:-D ON MAXIMUM MULLION SPACING,(MAX.12',8'OR i).AND DETERMINE E,/AXIMUM MULLION SPAN CLIA RT la.ON SHEET IS,TT SHALL:SE MEASURED FROM BACK OF SU'',T S TO GLASS (TIEIGIiT}VJt A1.l.OWALiL1°R,fTERF()LATION IN BETWEEN SPACINGS FOR li1YF..N(G.,(U`1.;G7j & t MUTAIONTYPE BMUU13NORIENTATION. 2.ENTER TAf1LE I t)N SIi6E;22 Wr A.s O DESIGN LOAC>,SIG)RM RAf.'SPACIN,AND t7ETERMeJE RMIMUM 5 SEC',SHEETS 10,IDA.11,'IA,12.?2A l3&13A FOR MULLION C0NflEC'l I'JN DSTAILS AT TOP& A1.10WABL.E:STORM BAR SPAN(HEIGHT). BOTTOM FOR FLOOR TO CEILING i TRAPPCDI OR WALL MOUNTINGS OF MULLIONS INTO CONCRETE FOR A GtJEN MULLION TYPE(5a:,Gi,J,.} &:q)). 3.ENTER TABLES 2 OR 3 ON SHEET 23.WITH A S.D.DESIGN PRESSURE RA71NG AND STORM BAR SPACING AND D TERMINE APPUCABLC OPTIOI4S FOR STORM BAR CONNECTION TO Q'(%C'RFTE _.._...__..._..__ _....__».......__--,__.._....._� ......_�........ . ...� TOP&BOTTOM.OPTIONS PROVIDE ANCHOR SPECS AT ANCHORS TYPE(,EGEND FOR VARIOUS i PROGEUURE PCT2 STEPS I THRU 3 IS;tIMILAR FQR INSTALLA1'IL)NSONTO WC.h'70 FRAMh_ ANCHOR TYPES COVE RING PERMANEN I'(ANCHCIRSA&D)OR RFMOVAEfi.E(ANCHORS B&Cl STRUCTURES.SCE SHEETS 2O&21 FOR LIMITATIONS if INSTALLATIONS&A CHOICE OF 7 OR 4 AWPOP,S PER CONNECTION;)EPEN(71NG ON LOAD AND �UN3 APPL(CALTLE TO INSTALLATIONS INTO ( ' WCCJD FRP,ME ST'RUC7URES. STORM BAR SPACING. �_.�....._.�_.. _»..__ �1 1 `+NIIIIH1111H/q�y/ `(R A.T1(CIr'��y� ru, n, 3UU ulluG Looe {r o,•Tr vm,)I 1{.,•,:. N a _ N6'441,67 j "�`iA_RoW.g Shutter System Il me. '•#�:(Sten,,N LMGHIi'RINO� HUTTER SERVICES IfdC. 1 y�l7c FIURSOP,••\g?` <`•c•,. .::::>n:.:;,.," I( ...,: w:.:. 300 y- �yv ya. L. - _..__._. ,dy.STgtp p41 ; e> (.. .. _-,.,...._---____ _....__.,.._........................._.. ..._..__....._._.....,._............_ _ ___._... ._...._"..,..........._-_......-........�._"..".. _................_._..._ _ ..............._.....__...._..._..._.....__.....,_.._... _.._..--_........_.__._...__....._, SLAT'.F�ERFORMANCE CHARTS I8. Ib, Ib' tit .YC: ONLY VALID FOR'i/2'•SLIP) FOR A GIVEN A.S.D,DESIGN PRESSURE RATING(p.s.},PRODUCT MOUNT CONDITION INCLUDING ANCHOR TYPE;AND FOR INSTALLATIONS Wt OR WO §193m gags CHART Ia CHART Ib CHART Ib' CHART IC III` -T UA K1>AWlM VAJ£E BEWMN POSRTdE AND lEWK ASA.UlAD _....._. ._ ._.........___...__-_.--....._._._.._ ._.... .._......_ ..._.;_... ..._.... ................. USE VAXWUM PO WK AA.D.L6W YMA 3/8"0 KWIK BOLT 3 ANCHOR SAG'o TAPCON XI.ANCHO,R 5116•o TAPCON XL ANCHOR POURt'D CONCRETE ro vntfn¢0 taNra¢tL' 1"uara Y PLED CELL LNYWC£SCOCts h}AX, MAX. SLAT SPAN MAX. SLAT SPAN MAX. SLAT SPAN REQUIRED MIN. SEPARATION TO CLASS ,vS.D, L Ax.' tF l) LMAX,'(PT}' 'LMAx.'(Y•T) MEASURED TO BACK OF SLAT(in) DE RESSUpi W&L fmvinlp uUW-W euro-our WALI TPN{'F:0 9WO-ovr Ip$D+•OIl1 WNl IRU'PFO evaa-oui -our W 0 STORM 84R5 Y! STORK BN15 RAT(N4 YgJt{1 Y2VNY t i YOUNt M/f,F� YOU)R YOLRJT 4WN1 W/�£' ItIHAIt YOUNY YWM W/(F."; bt btI nOTW i sE'L YpgS i IVR$:l i �L Npttb i RICF,NOBS M r,Li W ES>f ou mmm i S(y Wnts i ,1 A�7�. „�,�g i 0 ZDNE WINO XONE D ZONE! "40 ZONE (P•) a i Noti9 y W(G5 w 1•-S N t_3 d 711.0 70` "••I' 20-•02070- 2 ..^......7 •L- ?fI HO ».1A..0. Z0�'U' 15,",4. :8,`0• IB`-C." !2' , 350 /P 0 1 3` 201-10, to 0 7 ri i!i-U I?-0 IC J 20 D G 3 to 0 14 i f ..... {00 L fJ` i.t Z• TI' I fp,-11, /? (. i 7-a _. .. .. .. !0 0° t< ID E 9" �2, 1 SSA 0 0 14 A' 5 U` t. <' tP 9 .. A .}t t f1 t 15C ,?'_a 11 G 70 5` SOA 19 12 C 1 9 D" •y 1 L 7S 1 it•: t f 1'-•A BSO 1✓: 4 11 I3 f r I• t -9 t � .0-tl t5'- '-4 i or a" ,3•_ ..,d, y.0 .. 7 ,) 13 r?, +' {' t 5.0 Ir G _1.... ? T W ;I !a U -0 11-:A U �t .�'. L .. 5 $0.0 iJ 1 1" T? t• {, 5` tf i �..,' !0-Ir O-? 3) 9 U41-0 P_g Jt1 2 tr h- t -1 1 S`� •••u , —0,_ 1:'-.t 'q._:3 _ 90.0 :d•..y 9 D, I A U M. fr.•_1 9 ij {,`.9• D•.!U ��f C 95.0 tS'.:5• J..g• .... .. ... 1. ;, .. ............. :. 8 3 104.0 11 3 a" U D 9 S' I I F. £S < 3 't R 3 10 •0 0..d z g r' A •._....... .... t it l z 1" 0 t' G 9' -3 b ` 4 9.2 R t ti n v 0 ' Iti•-1f t Pt -,}0 7'_A t-7 17 II, , l d.,g• ti• A•.n.' I -1 $• 3,8 ? d" ;� 7'-t' ,1 Y 5- b . f200 79 9.. ) S• �•...o• U'...- J:_�, d �,. .r,•_h. N•_.it.. 7.: .y. t25.0 i- 1" n' 0 ti tC ; ' b 2 +r` O a A 5 - ! J G 4 U C It 7 f" G-x : .,,._ .. _. _ .... 6 144000 H t F' i,•, A4 V-6- J -n f ji A •a - e u 3 a le 1 2 ...__._ ' ttg,0 Y 0 a 7 3 c Irr � G - i � � - - ...__._...-.. 1ss.o �•_t. 7..,D _.. 150.0 ... ._.... .. .... ... -' ': g•..C^ •_8" .h,-111` E'�0` ._ ....... � ... ...... • I. * A80VE 1!Ci:rn:F:D !riff SIA? >:-s,)a; MAY PE :CSE- At.D�".: ANCHOR >A',yG ,t',tiiJEOU1ES ON S!'.(.E.:'S t) & tfil+1;^;CAT£: THAT AN%i-"AN A CHOR PACiii'(c($`aF;it£7t;R£a'uti�{C: CL'If?fflCSFrQt:!t.nii "iAT ��•` �1Ata1A�/r/��i ....... ..__.. 7-Rt&L taf i "a P..... sIi ur.v,nti�.r�ti EMc�°=a•'v.L T t; _71R�R.!i%Y"'rf£''tf,)5r1t.;=.E..<"Qi.r..i..teEt,.�::E-4ktzz*.,F...I,.I:.tNl..,..,,'.c..^"t'T.i_NAc:.�:t1C,r 1.i�e4c1'..,V.TITc'!�... ._.....__. ...... .. .. _.._..... �`5*�,•r•,r..-`� SF I- - •-•JF9R\-_�Gi�mCg��,��E h j{ly.Ci L3/NP KWiK BOLT S ANCHOR OR 5/16's TAPCOA XL ANCHOR. Xt:•.fE' T T -. :C No4410 ,RII0 ,. H?.iC•.:Yg.e.m. ,�- � ...... .... 1QdO \S EXP SERVICES SHUTTER S INC c y 1 5. /,/... t ...i. Yr •iJv f t Al 3i 3ti STATE v R r JT o C_ t;LrcruL�£:� rs to •. r 1 r , , :I}.: Y.. :,;. •. .,r •- CFy4+ l ��� ,A.•t., i int ,. qri N9L t .0 i--.74- . II » MAX.ANCHOR'S SPACING SCHEDULE Vb FOR A GIVEN SHUTTER MOUNTING TYPE,W/5116"0 TAPCON XL ANCHORS TO POURED CONCRETE WALL A.S.D.DESIGN L_b_AD&SLAT SPAN RANGE WALL MO NT ___. 2mSLAT SPAN RANGE ._..»_....1...,.__.....»...._....,......,..._..�...._........,.......................,...—�.,.w.,_....._._._._._ ..._............._._..,..�,.,....„.....,......I.. .......,_._... rte. 0'....4•.f :r 4'-!5't > S'-8'f > 6'_•7. t > Y_9't > 4'-12•t > W-10'f a 78'...20't hur31'(DaO xo .�._ ..:.... s ._.._.. ...__..... ....y _..... . .TF ;.-:. ..*l la._...... ... ....... .... ........... .. ........ ..-... ........_ ... .. .__. ...... _....... ...._ _._ ... A ! 5.h .. �t . .. >et 7rr 8" tl B ( 1 i?" S Y 3/4 3 Sf 7 S AtMAX. SLAT SPAN FOR A >ttw 7xr �. F 3 > 7Jl" 7 i a C s�N A:S.D. t4rCEERION LOAD IAA%. tot r ,!z . SW SPAANNL. =INDICATED ON _... _... ...7t �...... .. .. .. ... ,. _ ..... .._...... ...... I SLAT' PERFORMANCE CHART .• s7•tro a" Fs" 5" n` d' t ON SHEET 15. SLAT SPAN D SIt�I1j,Qr� --�---- T3r&P DD NI0UN"r SLAT'SPAN RANGE 4'-5't + 5'-6*1 > 6'-7'T > 74-9,1 > 90­12't > 12'-16­1 > 76'-$0't NJ.�e%kGD h 30.0 ty. P' 6.. 6„ .... ct sn 6 4 " 1 /4 .3 j4- i E5UL0.OUT tAQUNl' as o. SLAT SPAN RANGE ! tx ,,,_ 6'-7't > �°-4`t_ > 91-12_-f , I ku y E� q'.... �E y.... »iE _�El > 7 t 6 30 6" 6- _7 a U �a fr +i" F r• 0 n" G 6" fi 6 E >3 40 b'... 6.. 3 ...,.�.. s 6' .. �„ _..,e'- f.. o C' 1 ,.-- C" fi, - t„- 9 .. N' S!J/<� .. _... r•,„ Ur, 0 6., 6., 6 -i ._1 F .... _. u71 8G t t 6" 6" I l.' G C•. 6,• a - 4 R y ... d i I ae tt. 6' 6 A C i..rn' < ;/2 a i 7 i Jn 1 >/ j �f; 3f4.7 Y 3J 51 " �. ti... _ 1 fn S/4 . ..... .. £- iJ -v.r .x ;r' 3_!4. ..-... 1 _. ... ._ .. , !Z 2 J b",1 t >tl :ati ... r +'� U' S' I. .." A.. t •,!!�y aJA i .r•5 4 � n 7:<` 3f 4' :r.t" 3 'S.1 .... � .....� ., .. •... ... .i•. _ �.. n�, .. �. };'n. 3 :5 fd„ .......... t .. ... . ...... .-._. - f i ! \\\\A\7111tH/IItJ JJ .. t 1 nvo kq:L1 nc!LiidGtl High Y fa. .y N t a t +tai 3'3.t`.. > 4r®f R Ra tlt}Fr SyStC�': 1•;a,�__ otti Shu _ w C __- *. 7p. N�: z iiTic:'+:sr irrwte'?�cc.=`f EXPERTYSMUTTER SERVICES INC, 41ts1 IrF, ,� S1a7;9 ............. — rr,ry{Il{11,11IIt71\1\ SCHEDULE VC: � ..)Lx.F..C�&�.1=a-3���DF�Gt�S.1-L��bIFT�.IxC-TlAI+o-A�.1A.t�85-FUi�-J4N--A�.$:�,4�:aE3E5',C{J���E-?Ac0-R,4�16E;-fire.�E�•Si'xfiht�f�1�E'F©f��-"--_._._.� POURED CONCRETE OR GROUT FILLED CELL CONCRETE SLOCK WALL BUILDINGS (USF.. MAXIMUM VALUE BETWEEN POSITIVE AND NEGATIVE A.S,D, LOAD) MASLAT SPAN RANGE as%sn.D. DESIGN PRESSURE ()'—�.' > 4'-`1' > 5'-6' > 6'.-,7' > 7'.-.9' 12'...-'16' > 16'-.20' RATING �_ _ _ _.....1__ �. _..___ �.� (J-0 Vx Vy Vx Vy Vx Vy Vx Vy Vx VY Vx Vy Vxµ�T Vy Vx VY 'io J I'D rp 1 o 7> (sw 9;) '2.,IF i f;`; 5 9 u9 Q`1 'CI`i (. ' . 11 40 1,- 80 00 38120 44.0 140S'13 Vi `i ; J4t 1,�8.. ... '1.0 R i C . . . 1 a , t 1�1 1U `Cc ' 'uR L7 f?C yVEi ....._. . . %. .. ( 1 t30 p(r "1t 1(ir) ru7 �4G f) 2K 100 3b7 1695 480 �i 24 00 jr4 j 17 1115 0.3 21G �6,; 71 ;15 ii! 7 �. ::5 13i� .JS 2009 ?1 2492 - 1 ,. • i ^i ... ` , -C7 'J .. "40 .,l,. yC.;.. 881 .j(O 34.'.5 .12. 158 .4., 2112134,--, ) ...�.. -.. ....... --- 552 60 103�3C ? 1 c 3? 1 CI I . � 1 -1 fi., ? )G 1?i3h r.•i; 32?. �InC ?g F , tiCl ?7G11 .J I lW UAT SPAN b FINt ITIO ffN 1 tI3Tt1ALL3E I:IERESPOtIFt&t.ITYG'� PE.RA/IT i�'.:iFR TS]'iEfiln T,weT E:4.'iTi!IG S :iiCTURE;I,i OESKa1Ev 10SUPPOR!VAM",'Jy FORCEi;!,I fYa ;;;PER 1 L.'Rl FOOTOPS>•IUryEriffi^+il 0.TF7(]TH„AAI?$ I SFE'iwIS SNFeI FOR Yh 3t+'r'1Ai:r'i8 i I V I ;IDE RAIL....,^•__.�_: ._..._.—uX I . tl Vt. �ttIJJ'III4JtJJJ JrJ . •� TI � w•^• .. (Non SI+,r. 4rt<xzly N,a�rclz /-�nr V a�I 11 �Ir'' :max ,e• Z ye I2nI: Shutter System x• - L• EXPE U ....______ '• .� ,;m,.,x,,,. R7 5H TIER SERVICES INC. •- fLOR1�D �c ....__....... r ...._. _ env