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HomeMy WebLinkAboutProduct Approval Rorida,Building Code Online Pagel of 2 „=f()(iddploLitt` BCtS Home. ; log.tn User_Regtstratlon HotTopi¢ } Submit 5urcRarge. ; Stats&Faits Pu611cadons i ieC Stag ; `BCIS:StteMaA_g yUnks j Search' Busines �//,�� l�CL3Y1f• -,,�, Product Approva:i ProfessiV(t)b'� c USER:;Public User a_ Rep ation f orndiici'Ari>havat�trn,y y„PnutocrrartinnOc•,iibn R'Sarcfr>nnnlica inn t.4c>ApPJioatfon[lutgll FL# FLiZ246-R3' Application-Type ReWslon Code Version 2U74 Application:Status Approved Comments, Archived. Product Manufacturer Expert Stiutter.Services,Inc, Address/PhoaeJEmail. :1626`SW;Biitmoe ST Port St.Lucle„FL.34984, (772)871-1915 Ext.ios. callexpert@aol.com Authorized Signature Mlchaei:Heissenberg, CSE cailexoert@aol.com Technical Representative Michael Heissenberg tz Address/Pftone/Emall 1626 5W Biltmore St Q Pott st,Lucie;FL 34984 (772)871=1915 Ext 106 Q CallExpertoaot.com W > QualityAssuranceRepresantadVe Michaelf4el%s nperg LJJ AddresslPhone(Email' 1626 3W.Bilmore St U Port St Lucie,Fl.34984 LLJ {772)871_-1915 ExtlU6 -Ca"'.;,ert4 aol.com. category, Strutters Subcategory.. Roll-up' Compliance Method, Evaluatlon Report-from a.Ftorida'Registered,Architect.oi'a Licenseii l:lorida ” ;Prafessionai,Enjineer S° Evaluation:Repo _rt=tiardcapy Received Florida Engineer or Architect"Name:Who.de.veloped the, Walter A,Tilpt Jr.,P.E. Evalga[lon Report "' ' ,Florida Ucense f?E=44167 Quality'Ass6rahce Entity, :Natior;WAccreditation and::t4anagement institute Quality A'ssorance ContracCExpiration Crate. -1.2%31/2aib :Validated By John Henry Kampmann;7r. . i Validation Checklist-Hardcopy Received certificate of Independence FLta2aC,FZ.1MI FXPPPTSH:rTrrr?cppvrrrr torr MA,irf,,,cnrYslrn,rc,.,,;•rcn Florida Building Code"Online Fade?of 2 ProduttAgproval Method. Method.1 Option D Date Sybrttitted. 06)08/2015 Date Validated, fQW31200 Date Pending FBC Approval 06)28/2015 Date Approved- .09%18/2015 Summary,of Products 1 FL t! IModel,.Number or Name Descri Uon 12246.1 .. .. Nautilus Rolling Shutters stem.-Nautilus.RollinShutterSystern Limits of Use Installation 3nstrucUops. II1I Approved for use in HVW2:No r R' t YPERT..hW FR SER!tGFg INt. N tlTp.tdS to ct�iN 2 Approved for use outside HVHZt yes' Ste+1T�j�p�r;T£at tiRtl�.�-07t�f Itnpaet'FteslBtant.yes Verified By;Walter A.Tiilit PE-44167 Design Pressure +160/360 Created ty Independent Third;Party:yes i 'Other State'Missile Lepel"D'wind zones 1,2,'3 and 4(basic'protectton Evaluation Reports only),pressure racing }30,-30 0,s.f..at 20'-0'span'and+160,-.i6 rt 2 Me -1 ar%eXPERtFflUT'i'ER FHYId;i•%INC, N ki-r�t p,sA at 8•-0'span witty 1/2!slip.Siie4eks 15;16 and 26W additIonal ROLUN(a SHUTTEWSYMa?,E Rett.15-071..d pressures and s ns: Created b lnde ndent Third �........_ .��_.. Party.,yes ; - c tls ::t94u Nartft.l4nnroe Streot;.Tatiahassee FL323o4'Phone.:850-487.18,E The State,of Florida Is:an AA/EEO employer..CopvrlabkY00'T-2013 State arfinrida.;;Pt1v�l y Statemenr,:.Ames=Ibillty St mnnC;:Rerund.Statement 'Under Florida taw;email addresses are public records;If you do not want;your e-mail address released In response to a publiC-records request;do,notsend electronic mail to this entity:Instead,contactthe office by phane.orby_traditionnl mall.lf.yodhave any questloin,please cbmact'650.487.1395.!Pursuant to section 455.275 (1),.Florida Statutes,effective October 1,2012;licensees licensed under Chapter 4SS;F.S.must provide the Department with an;etnall address'.if they have mie:The emalls provided maybe used for official communkation with the licensee.However ema0 addresses are publlc record..ir you do not wish to supply a Personal address,. please provide the;Depattment with an email ad tress which can:be made available to the public.To determine if you afe,a ke`dsee.under,Chapter 455,F;S.,please. Product,Approual Acceptsi ® t - M ttt;Cttrtl4 ii}l'6Y t<'ti dENe RAL Ndltt �: .. .B.ANCtdORS SHALL EE NSTA,EE73 F Aa OF tHE.,RECOMLKE+:DAi10N5;M:fr-S ECiFiGTt0.QS t .. B„;Ar?CtEDRS A€CL6RaD F08 STGRaA-BA.RS£O#YECTIOI S 5ELA11 SE AS SPECflEt)=;ON,APPLICABLE.BE NA071 US'FOULINZ.SNt1TTER.SYST.+`-kt'SROWN ON 1415 096DUCT VOWATION DOCUMENT,ffP E D 7 FAS-BEEN . .. .. Mi"IED'IFOR COMPLIANCE,IN ACCORDANCE:WJIF NE 2014,(51h EDITION)OF THE:FLORIDA BULGING COBE:. -3/8'ax) i/4 CALK-IFS,M*UF?ICDERED E7Y FCi�<�FPSfEt+C�,.i 7JAUFLtTS;-kOLiJNG SHUTt£R SYSTEu„gWa NOT:BE SNSTALlEp:.A7,N;CN VEttk�+lY EtUYtn'PsES E ZON '.(M:AMI .T f3'arc3/4 SOL 10-SET''t.�t;UFAV tJRE6.l9Y-ALL,.POiNf.34C. /$T201YANt3;COt3NilE$} - . . -./8 C KWI&BOLT'Z.;W1 UFAC7MCD:BY HILTL RM tJESiGWWI p 177ADS:SKAIL3E DE7ERVi9EO'AS.'PER SECtID�2:10"OF.THE ABtrJE 7�iENt)7i<N'ED CODE:: -i9/%6'a TAE'CCN NARiiIrACTURED'6Y(To tASN.OEX INC FOR A BASIC WINO SPEED AS RE,4UFIkED SY THE,JURISD7C.tION WHERE THESE SWETERS WL.I.BE,'iNSTALL.ED - - EX 'F6R A O:FIECTKst ALtT'Y fAC1Dwt K+IWI.BS EP.r-,"L ASCE 7 m T'0R Ih5•ALtAt"iHS itNDER 2070 FBG. EDGE O7SIAhC p Ctfi5 NO FOR AL, M�BTIONED AN£hORa-:$ti1i4;.'$E rtS.s;OtCAT AND`smAtL.NOT EXGy"ED TI.E UkkWUM A.5.D.,DES GN PP.ESSi Rt W.7P�S:. ,. , L MULD ARE SEYON0 NISt1 7AATE?LAL. . ( } cATEC ai;57'11115 15'TAW iZ'4'2o THRu R6.' 'EMI Ri 6RDER4O.vERt^-F 1HE ABOVE c<OTION..,10116 E DSIC+t WIND f DS 0£TEAm,IHEO, PER R:CE:7-ttx SHtt BE FIRSTREOUCED TO ASD;-iSESIDN.Wu40 L0A05 EK"i UI.TiPLmND THETx$Y.0,6 iN ORUL'R EO ANCHOR. SPADW 0 70D^.. .ccGE uSTAkcc'a.iox, CONCRETE' TC CO UPARE THESE 11AX (AS.D)DESIGN'PRESS URE rrATrtC5 RNN.rkTED oN 5HET:TS t5 THRI; %8&.20.:1iit) 4 112 4 IJ4':(3000.psi) ? Lti ORDER 70 1JEBIFT THAT,.COLwDrtEh ASLD ANCHORS ON TWS PED.-A TEST[D WERc NPT;OS'ER STRESSED. tf44a3j#'-5O1JD-SET' 3' 3 7/$ (3�0 pa?) ile a'WZ INCREASE iN ALUDIVAHLE STRESS fCR:WINO 147445 WAS 11QI_USED-I'7 THEIR. HALYSIS.PA5TEN d5.:. 611V KYAtt BCtX TZ 9 $' if2 (3Ci00 at}. SPACINGS 700OCD ME �DETERMINED�IN A^CORCANGE-W NVDS.2012.:.': 'Sf7$.0;7APi':ON.Xk, 3/4 'S;1/8'. 21/s"'(ZLL)9 ps") NldE7Tt7IS,KtUNG SHUTTER S*STEWS ADEQUACY"FOR�WFACT AND.£Y C RESISTANCE', M SEEN\�tt1FtED IN, ACCORDANCE WITH 5ECTKNi 7d05;i:2.D THE-'ABOi'E,btEitDONED C6t}E AS A14ERiCAN'TEST IAB OF'SOUTH: 1D,.'ANCHIRS.REDUT#A F;OR MUJ,tpE!`GC7NNaCItO`iS::SHAi4 6E;Ai 5t•'£.'74?!ED ON APPLICABLE SEC'TED FLORA,-REPORT¢,!03047-O&AS PER ASTWC 19$5-OS::E 1888-05:RNII-E-370 STANDARi1S.OUALVkNG -704. ti„ IVA 2 ted - INSTAttATiONS FOR WINS)ZONES t,2 3-$-;4,MISSILE TYPED 4`19 ONLY APPLICABLE TO BASIC PROTECTION . TNSTALth?t0N5 AS'OERNE0 DY SECTtO*t5.8.2.7,1;6,2:7.2 ANEI Fs,3 OF ASIM E 9595 SEE Sti-_^_--m 19! 7LT KVYtK 9bLT 7Z.ExPA+S14N ANCHOR:MANutFACTUREO 3Y HM INC,_ INS-YStDIiKidAt.$txiTR'itfl7t5.. 4iUS-H,S�EW ANCHOR.W NUFAMREDtOY KLTT,INC, .. WEDGE=t?Otfg4cwR MRNIFACPJ BY POWER.FASTENERS._NO; -31 ALL ALUMINUM Mx RUStONS SHALL BE 6`60-'(£:.910Y.(ii3tLCSS OT71Ef�"N75£NO7E0),.SEC Stixtl 2, bzt?4MUWEDSE':&T'kNCE AND.$f?AGL'FC FOR A961E MEt,(DONED ANGMRS 5tJ!S.ti BE AS.. 'SLA"1£U '.. EDGE EXSTAt}CE AND,EAtDEDMEt4T5'ARE BEYONO:ANY F'NISft NATEkLA::.'' .lt6Fi3U„ d:ALL.SGREIt'S.(EXCEPT EEiO.RETEN1tOH SCREWIPC TO 6G STAINLESS':STEEL",A4 OR 3Id SEf .W7TH.90,zzi - .. .. .-. E r VELD STRENGTH ANO SOF k4 TENSILE.s"`TtMENG. R£6tRR051DN RES75TAN"F COATED%CARSON'STEEL'.AS'PER- SOOtB.ALL-S.D.S.ARE]EIC kK!WS:WKIJFAGTURED BY'nW RIJILDEX_,d(StTJJJ.COMFY W/F,ZORp_i BUE.O7NG; ANCNO.t£, SPACING 0 TO= EWE DISTANCE* 1001 Gw JCRETr 'CODE SECTLCIN 2477,3.74, 3/4*0,KW K:.FiOLT''FZ' ?7_ D.. 4 S/4'(3-DO Psi) S BOLTS 70 BE ASTM A-31)7.GALVARi2EO OR IUSi,WA OR,315 SERIFS STA_9iLF,5S;,STEE1.tP.TH 36 1,%MIFtI�ktum I./2$tiWIK BOLI 1122.1/2` 7 1/2" 3 1/5 (3DDO�,PS:) YIELD STRENGTH. 318[KwIx_8'.h'Ti 6, Al 3- -2.(Soup PSI) '3/8'la HUS-t{>5CR£W: (30M,m), 0,NuJD US ROLLING SiiUYFER SXStE4.BEARS ti.5:PATENTS;i5;OM22g'.AND$7,:1405;980: 3/8"€WEDGE-BOLT 4 02'' I/2: 2 1/1-,pow.PSI) T.. AJTC3iCR5'iO WAIL.FDIL( - if2'a KIUScR,5i56Mt{R ttTOCZ:Ear .O'�. _5" 3'���(3DDO;:P57) �O£'RAIi..,:Si1A7,1 BE As F�,t0rr5: . .... ,. 5j8"4<tas-t1�Sr35A'tiTiDFS,E4'At f�'.1,{2' 7 Y/2'. 2 r/2'-.(3�DD,Pst) (A)TO EXtS'cl7h.PDVREif'0NCRETEi litNr"`,..006"J,COMPRESSAE STRENSMtt,�TNE�iZrSTALtATtOH.CiANTRAr'TC�i'IS'TO'..E?Lt CAULKALL-PRCOUCT CCk1PONEdiT EDCEs Wi--ICH REW ' -5/161;;:TaPCO4 XL ANCHORS AS:0WtUFA47URE0 t3Y thY_DUiLOFX.INC;, .TO PREVEM rr�t.OfP.Fitf;EiTRU5)®N,CAU.K kh'f4,Sr.%.PROGUCUJRACI^S,ALL AROLhU FULL,LEN073 -3f8 m kI4t 8OL 7-A^htRS AS LA`F13FACTIIRED BY E6LTL INC.. 12,IT%%'U.6---IHE RESP07I5181UTY 4 THE CONtRACIOR 10 VERIFY THE.S'JLINLNE55�Of THE ST,W :,I) MaiAAUM-Emawmew INm;POURED CONCRETE-SiNAIDE; iNSU5E PRO- A*LL7iL)TAGE. tm PRODUCT' LL4SNLY D `'4774&H t}Tt+'.O4INCREE,COKCRETE' '2 1J4':FOR` IS!,-T'APCON XL;A.'CHORS k 2 4 2 FOR 3 8 a FtWit.BOLT.3 ANCHORS: N0 E'Lt3EDktENT PITO STUCCO'5HAtt BE GONSOC AS;PAt'tt CF?HE.'REOWRED EMSC ENT.. t.3i eH15':PRODUCT'S RNSTAU,AITON SRJ41 CCNPLY'010 ALL SPECS AMWED k TH19,DRAIAING'PLUS. . - 9Y THE Wl"C.Pu'ttR IS APPUE3 ¢.2)M1E.'VVIR.EDGE DW4NCE.(ED.).INTO POURCG CONCRETE;SHALL8E: ,. 14:LI'TTt4C U.EC:*ISM NTD PART Of'THS APPROVN. 4 FOii:S//76'o.TAF'CON.XL'AhCHuRS&"S'FO$31835--KWsh 80LT__3,AdiCHOR ..EBCE OL57AA°GC.:I$l3."YOtiO- '' AE7Y F71A54e k+ATERi?J,. - - . 1wt(o)lkS P.E:O.PREPARED E+Y THISEt7^7NEER;M,GENEMC,.ANO COI-p NOT.PRWDf INFORt,lAlICH I A:3}tN CAaE THAT P?ECASTONE.T3RELAST tiONGRETE CR BRICK PAk€LS VET'EEtT'4R PAUEST$E FOUN;i:ON CONOTIaNb'OEYtkTE:FROM Tw P.F.B. 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BMT PERFOREAAANCE CHART ITXi.ICNL.Y VALID FOR TAS`SLlP}.. SLAT PERFORMANCE CHART M{G ESS TRAM IIW SLIP) FOR AGNEN UN MUMAS.O,09S463 PRESSURE"TING{pgU,AN'JSNUtTER LMH*,CORDIT10tii FOR. F'ORAGNEkiAS D,OES{ON Lt;AD tpstt StgJ`TER 4SOUuTCTJtJ(YTfWiftiCt.UtXN6 it INSTALRAT04,1'4'O STORM PAIR$PER prpa 28ELOW" - ANCHOR TYRE AND FOR tNSiAt(I"-MMS Y40 STORM BARS PER DEIM a ARO'W y .a/ CHART Mbi. mar CHART IIIC1 SiT6oTAPCONX1.ANCHOR _ _ UM MAX WlE WIM A'.I K MC IEWK ASR L60 - a t-fi sjT`rw USE.KA>BaUtt ASd: USE WA)M AT VAtUE160WEE1.P49D.'E uAAoMW Y-.ciS t `81t6"4TAPCON7tt;ANCHOR )#St.�.St14T LolN YrJ7 AND HflC.I'TtWE7 M,LOW ASA.LW VALUE SPAN - ItX.'sm UK SEAT MM-SLAT SPAM � , RWJFM MR SMVWM TO MASS - SPAN SPAN m Lwc4n `L "i Lm"m to a,"oSAk.)`f►i{`( ) ; 034M LW tw:t . ."SUD•w Taco-Dry p„qD W/o SfW2Lt-BASS {tD 6apD-".C7r' WIQ SIC"&FS ROU4 1�Lv+t :t . ,p '<:6e xtrm: zap tstC tmt'seT Ott-+asctb) uc wmsm 1-3 'd sa ixrnsa. ssr wRsa '1-J" + DETAIL 1(ELEVATIOP 30,4 s.. 7'«£' 7'-& - - a`«6" 6'-7' .1 .___.�'. 8" 30.4'• 6-5' . {D.Dsa .5'-? .. 5,_ _�• q B...t ..., .g 5 F .. .....¢- _.S- " SS,µa5D .......___.f4-...._...,., ,S„fl 1�f9 _5.. ._ �1V# ��7SCAEC MAX. St -? bLSPACING CCM-AVAIFCLEfV2 THE C r17 MA)(1j.J M A S',D.DnigN LOAD VS Ti +3obGRALIESG'fiEDULE: 1 v't;DD FRrd",. WALL Tv ttR}D FOR 06tI61AS-FiR-S3U5t(0^4.46). ---'^ssmmm;Pm d2(G-O--4 SIDE Or OPENING StfA�.. I w SP3 M PDE-M-M.(-30 #{m ) SM N PM ss t. FM S7l TKM IE 0:(C-0-M), 11 SLAT SPAN QEFR1tFIDH w t A, 3 x TCF{xxL 4+aAt'a- i y 1t ry _ FLOf{1C4S-F,Y t. SO D”4C6t RA�k-Gll y R INSTALLATION INTO W00b FRAME STRUCTURES. ® E C-0184 c. EXPERTS fG°t.� _ escs yrs sex � a. craw.c.naaF,n zas�sn iC2E T$' `T.. t4SRN t.x'.r ds< POR ,YC! {2j rs Y.�.GI a'1.f` •"O'� Sjfl E�� AV x t zxe:.aaesan 1 .1 tuc: DETAIL 2(ELEVATIQN � s ys7'r t y rtcm:A m.t 444 v= t MAX.ANGHOWS.SPACINO SCHEDULE T FOR A GIVEN SHUTTER MOUi TING TYPE WO GRADE A:S.D. DESIGN LOAD(psf)AND SLAT SPANI RAN13E WALL MOUNT&BU04U`Y'M41UNT T4`2*r'WOob.STUt) WALL MOUNT TA 2"x6"W00D STUD W2TH.MINIMUM 112"PLYWOOD fSEE DETAIL I ON SHEET 26t. JSEE DETAIL 2O SNEET20I SLAT.SfNl7.: SlAT SPAN RANGE WOgb`GRADE w * WOOD G#tADE W e�'�:a`�>X�S >'S�K`>6��''�7 k s">�s�Ia'• SOUTHERii Pi r#2 40 SGUTN%F -pipE 2 `d;._ s µ sw 'S 4 3J�' r DOUCLAS-RR-SCUM 0".' DOUGIAS-FIR-SOUTO 30,Cay 6" 6. S b 5 G SPRUCE I NE-TR-SQUTH .1 30.0 t«. SFT -aR-�7Ui[i s 20.0 du" 8 BUILD-OUT MOUNT T62"x6"WOOD:STUD WITH MINIMUM lt2"PL`i'WOOD LSEE DETAIL2 CHV SHEET 20) u, am SLAT SPAN RANGE- WOOD:GRADE r .. c��s' >:4 '` 3 64. >G� ?t�'• }1-10: "o; ,Pikfivti. -..'wauai v uaau• t :wz'v. wrntt r uarava;x' uptt€w semi w taezrr x �tsxait'"�+. r e awwr - SOi3T fER4:F ITE :. 40__.___° 7�� C+OUGLAS-FIr2-SDUTTi 36.0 o 6 6 " iG=U:4b'" 0. fi.. ,p - a t�z,.w viii-,`s ire s rl"!� '3;2. a zJa" *h?AX.-SPAN rOR S°.}AT FORA ��� � .Y �{ Sitt '°+q, Fro�tDA iia G%%'EN ASD. 'DESIGN LOAb SNrifi: EkCEED Ad"4.f.:. SLA''SPAN INDICATED ON SLAT PER°CORMAN6E CHARTS IL. �aG. sit ON 27-SHEET, � "' � r �n rc a o a cz srnc�aarc uweva� EXPERT Sl ft y,-� V i W2'•.S lZt.c Cei 6:+a; �..{8u'I: '.a*:v 6G'Ai+Vaca. . 4y�sjlj -•itr Y. 1. ' t TABLE MAX ALLOWABLE STORM BAR SPAN(ft)fOR A GIVEN A.S.D:DESIGN: gCjg{p.s I) A GIvEN STORM BAR SPACING M., MAXIMUM DIV" STORM .BAR.S,PACING (Fr) PREMIE TI 2'` 2.667` 3' 3;5` ¢,. 4:5� 6: 5 5.' 6•, 6,667' {' 0 1t' (} 1 t G t:1' 4".: THjS'RE614N IS ONLY _ _ _.,. _,W _._ - r W1 1 QR MORE S}'OR} 35:0 11"-0 11 0" . f 1'-D" i 1'=t"" 1.1'-0" 1i''-0'" T1'-0" w s'-C" 11'-0" ti`-0 t.:,:_. —40.0, Y i'=-0 i.l 0" i i'-0' 1 i -0" t i`—Q 11 -0. ,{ ©" — 11D" 46:0 i_1"-0 I.1' {}" 717F �TNts�R�-q!ON,ff ONLY ;�* W f 2'.OR 14OPE STCRij 11 0 11 £} r{`-0" . . 11:.0" 1 i—0 11' 0 }1 0." 11''"O 11"-0 .. , 60.0 1 t'-0" 11' 0 11 0." t t'-t?" }1 0 11`>-0 t 1' 0 65:0 t i tb i i; 0 0 w.._ 75.0 i' 4" {9 .0" 11 .0, r t -0" i 1 -0- 11' 0" W-0", 11 0 - 80,0 1 1!-(l` 11'—G" 11'—t1" 11,�0". 1.t`'-0., 11_,-0*' ll'—o" 10"-107 0,. o" 95 4: 11 —0" i=i 13": 11 -0" 1 1.-0• 11 _t'}•• 11'—C3" _ _ _ i i Q": _ t.1,0.0 1{ —0. 1 T' 0 t 1 ..0 t 1'-0` i 0%,71 o" 115:0 1 120 125A 1 i On i 1*-0, 1 I O., 70`-."t 0: 130:Q 17 :t,1' t{• C1" 1'#' 0". ..�._,„_ .__... ..�_.,�._.,..�..m. 135.0 17 �0. 1 t 0 1} s1,.. _�._._.�_.........µ.._,..._,__.._ _r.__,.. . —p"' 145:0 {,i._0.. �* MEASURED IN K?WEEN CENTER LINES_OF STORM 13AR5 17.1 "tptiUprrtgiK rLoRCA at FEET OR'FROtd TtP QF SIDE RAlL TO GEWTER 0@ STflRtA-RAR:: ? 5 ..__.._ _.. ..,.,.w._.. ,. '11LECO we. —, �. rct c ttss roo x cr+scatta he a.nn: EXPERT S *_,. �f� rri.•..:se.c+ s....a�.kcwe»vem.�.n..v,u rt:E , y«,st ti ratn>,mr, TABLE 2. TABLE.'S REWJREMENT r FOR S`fORM BAR CONNECTION TO'C�NCRETE Tt3P"AND Bt7'1" om PER f2gQUIlREMEN IS FOR.S`t(?kM HAFT CONNECTIMTC SECTIONS-S-SMEET'9=FOR A'GIVEN A&D.DESIGN LOAQ` `.s;f, &STOREA'BAFt SFAGiNG'ft` SECTIONZI-S"d:(SHEET 0)"FORA GIVEN A S;D:DESIGN I ° RM G STOII*SAR SPACING STORM-SM SPACIN 806'. 6;667` 4' .too : 2.56.3' s7sA $ca „aflce,' a�cn a AMtl aca ,_A73,,CD %R.D As Z �%0:a ,c.o .RL —A,$co Aaao A$cn a$.4 : Aaa _.az$co aeon Av4°c aaca ss4 a$c.4 co ye a Asea eco AS. p c,,a A0.0 a :c ffAC a ., A, C.0 'n,$.C.a Aaac,"a Aeon Ke .0 A.kca aeon gc _ -; +s4 Aa ;a. a$cn A`sc:�7 Acca aac As 34A: A.scT, ,A &I 9Ca asC7s_ ecis a a Ae a ' A,$,cr AXC,c? ia$C "S �atsa �c;F $c:a Aec. ABC A' 60A _A9 C.4: a.$.G.tJ _'R:$C.@ A.BG a A$C q At..fT�C*.7S t4,9C a A>SaC.,..,. .,A$:C"..". A6 ._.„ ..844 A.7$. [s. fl: ,. A,+?, A. A. as4. g71.c.4 a$C�.:.-. ie?_-^ e.a a 3ca Aec.a aec A$C_ a,e ^ ft4 _ . Boa .Asea .M reccr -rk$ca _ ec� C $ X04 r. ,a h� _ A A....: �`A 750 A$C0 $C$ Aad 4077 &PC,0 $t A,aC „,_,„J1B A R 84.4 .._A.$.G;B. A$C ,A:8,49 ABS,fY ..A;.Ii.C: `8CF BCat`_....... ..». ; A,O A A... .....wA ... - 0 9C _mA .A..,:..., A.:. A.:..., R. Ae..-sm..... fR4A : A,$,C,OE'B.Cd2', C,£s .._' lAG'. = _ ,... __,."..._....._.�.. 95A O.0 F _A.8 CU;:...A8 C,a. A8 C, A8 C .A:8 A A A A ._a».,.•w z. ,•.,-„„ -- ..: .:..,,.. ,„.._.. /s.' ,.,......: � A8 .. .A A' :_ _R„ ml „..T—.., ,a.„..... .... �1f0AkB.C.fS"w --A—OC—.D =A..:..,. 'A..,. .A tt -.114A ..._ .. ,�.m.. it&Od,_A,$ 0” syFi+.G ..,.:.. t.-.._..,:..' ..C',�, A 71 fi R. . ., -- 7i20 .......�.� w,.,,, ..w...,... .. .. Le h -+i A A :A A. :..�.. .: ..._.._ w.,,....— <.> ....—M ..._ ... ..,...»__.,. �.,,..... ..,,. _ f 10 A, A. - H� A A.9 A, A A ...._.._..,�..,,A�, .-<..�. .......,,...., - ..,..r.. ',,._.:.:. .,_.:...�. ..... ....::. A... A.......,.'': '7.''34 'Av - A '124tH- .A,&4.4 --No-q- ...A.aE A h A R A:. :A;' A .,.i.�.,..... ........ ._... ,.�..-, -....- ._.,... .. ll- 72R54 k4A.t?C ,w- - A A .,.., ,,..R., .,_._A.,..:._ -_'....,.,,,, 140.4 .,__,.:..,..,A _ 7440__.xCo --#1p C A$ A A A fc A ...._.,.., A —. ..>...,..._..,.,,...:,. ....—,—^,.. iA8.0 _..�-A.0C _....�..,. ._.... ,.—k.�......... -1450 A A.,;_.,._ A. ..... .. ...... -w ...,._... __ ..�.,,,_w.... .w ..:,.._ �.,".......,, _ h8.,.., A A A A .t.' ;_P' ,. i8£s0 -A,.. A — 78q0. R .AA ,...„,,..A A. _ «. ....:...R ..«,m....,....,._---^...:.: ._..,..,,,._...,,.... _,,. .. _... ..180.0 ':. .. ANCHORS TYPE LEGEND A Va;�';CAABG°.•STEEL st IK SOOT TZ, upmsutw A�7ic><w/z Vg-1 4iq, cbi; m w@ 30v psi) B 3/.4 oxo t r4`POWERS -M A7#C4tgRS Y.'/'7::.'{/4 m"n,�Ek160ME'NT*TO�POURED- .4.1ACiiiNES<R ' .. G 1/4-ax3/4•ALE:POINTS SOLD-sa &NCHOP 4t/ = - /8' M,' LVOW ESt TO* POURED: at ptt7)7fi7)1Ni 1/4.P-2it, 88-8 SPAtNLESS:«ATE=L MACHINE: !!!fl Nyy ,_:. ftGPiaA.St D 6j7s"a AW/6UWEX TFFCON ANCHORS.W1, 1 �l �tCEM 1 ■rgg �r 2 tf4 MRS CMBL ME`it'K,$f'vl3ti a Rb E o,liwa, CONCRET (4q r 4539 ps}'< rout xcstrxa a c c�rem to eovr�rr 'EXPERT-S . ^'O: "" "�°``�"'".•� cxxt a tz."�#JaP'=�a�:r 'h 5ftsny` +,"�`u xucx efi27 _EAIBEOA1EttY i5 6EYaND:.ANi fkCtDR'f GEEEIAkt fl#{4 i !�fl� OF s fi s.ma t sosxu:; ?. Cas • v SCHEDUtLE 1s SCHEDULE. FLOOR T0'CEILING fT APPEp WONTING' WALL MOUNTi MAX. SPAN(ft)FOR END AND INTERIORWULLIONS FOR A GIVEN I�p}E -SPAN EOR ESD AiND INTERIOR AtS.D.DESIGN PRESSURE RATING(0.&f.),&.AMAX MULLION: DESIGN PRESSURE RATING:'IP.S.F.},S A SPACING ft} MAXIMUM MULLION SPAN(i°i): MAXii aaut _ rata. • @G 41rx:It4 MULLION;: G1 4-XV*1I4-MUWON @)4-x8-IW MULLIC?id C S9ACW , tP!J, pFAWAVI fi 4t oRZ7ruwt 62,16 mEum-n# wc:rrriacN fY: oxEriunau.fz4 1 pa�irrzrari t t�orrhian 2:t11 DRiRrr�neti•ft i�1 .tnuiroN fz; } , t � . U17;• ... ...€ki0'- ttif£WINi: -.:ENDS 91i£ps03i :fitfA WIERWR 'END' WMC-ft' - END {.*tA: fiAifi`0R: : FND isiEER7CR E14D`-... 4400R.. iT'O B'..4' ICS?" d'-tl" :12"-G' 0-$" ?:.6' a2'-6•_ 3Qp ;e"%d'-O' . .Y-tp;:. 8. .. ,.1._3., 12•..0... 5.-V H.v-r. -9' it'-5' dW-0" ?=7` k2 6.. a_i•: $'-7t . 227_6' 8•-8•.4'- 10'.:«.6•.�� �0 �2177-0 $ 6.' .g•.,¢��6'-6� 't0'-6`.. Z. g•.,.. . �fl'.. �_ „� ,S4A ^iii-D-O bst'•. 7 9: 8-0". 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Rk PsS it g a b 4 I7.b 1Q99 ilk=2 G _ w _110.0 14:7 6.:.p... ,J y... 5- y-'q ...6 a- T.._9: G=p t i'..g"'"` �.......6.:8 5 10. .I2"3 "110.0 ,i1,-J.• G'"-0• 7.,,T.^ p5.3_ 5 T.-2. ? 5 s '12 3 ttSO; IY•.t'q 6,-i' _7 ?' .9_._..-g'� .�T-2• _.._ -7--o 72Rp 6'-J ;1 5 W-70 6 0• t2'-3 AMD: 7 �G'� 5-:i"� _ iI. ., v_ . ,....». -..,1,1,1,1 .........:,.......___..._ 230A 9-y'0 �t30.0 9'-10 8•-3•. 7'.7' 7'_4• 7SSA 9.'-9' Cmm4' Y.;7' 5 1f• Y YO .•.7 2. 7'-10 6�-20 tt'-3 1`-2 '5 2"v �2'-]� !3'A4� 8-5 E`=-t``. Y-T.' S t 4;3. 7•`5••.... .., ._....�.........-.» -,1,1,1_,1-'-`^"----,..».-,1,1,1_,1. ,. 6-,4' 9:J' 6 A:_ry Y tO__.A J' Kicr 67-Jt ti-5_,..`.. ?•^3• 6.5:_. iT 3! .140A; S'-f 6'-4.' }7•:,T _v`-, ,., 8 3 T-6 14" :a.-10' b'-S; ?-.-a...'..: $-4_ �.�,.T 9 1-4 7'..9 '6 7f.: ii. ... 7�Y,_...,.,..,....... _ ,.,. p-3 i2 3 .:i4ff:0 d-30 fi»5." T-_!v 6 p_.. 4 9-'J, 7.G" 7,? ? 5, ? $ ..J~-p' tE•-5:,: Y-5 :.S i 12 3 .:150.4 6 6 6 5.._ ?'7' cr i Y--7'. `."•"".p- 0 9 7.<7 22 S." 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FLORIDA 90 MULLION SPACINGS" EXPERT St s %s+ -,�A�6 � ncui-ttsnnc n£ne>.cerc77,c couw4rrr: 4t14 Hr:.Hf st Y.S.F.ara++cwtl>.L M1 51174. 152% a Q V RII} `(Ad - e»�mY t7ieto0o8 a: a+fd,f6�g7 Iy-Tp ••!' �``\. 7Yi..7„p��S P.C. .1'.:F NYYxa; fi= S,CHF„DUE.Etb - ,. ._ ".SCHEBULE2b "F C6i�'INOx. -PPEo ASCkUNTINGtAA!(:VAN III) -ENO' D INTER# R('A iC2AJS PCSR AGIVE :.. �WALi:t3�!1 VN>a MA74:SPAN(FriEGR ENOAND INTRAJOI .A.S-D,-OESSGN PRESSURE:RAT@NCS°(C.s.t.L6.Ata-09.ALAX_€4LJLL£}N SPAGiPiGfRS'• ,SIGN RB=VRERATiNG tP;S.€'4&A174r MAX is4AXIMUM MULLION SPAN(r!) MAXIMUNi t AAA T 9i4 4z6'X!_tA`tdULI.N,YPv G1:4'R8'Ri14'MULLJON: G2,4'>:Z:z114'1IRCK(3VF�M7LUM' a w+.. L't,d'kf=ft'irMULLION Gt 4'Xfi Wum SPA" � AA a { j tit., }" rxrh ess t1 t d ulxr t ) rwr ss ! .t rstcz +ia.( } t a?T � ! o$� G +J Or�r,';h'z"0"4 O iWAIM 2 t f CftWAi" ! �:'._..Ew4 INTEMR'_ -'L7att 04ERM EMO .ECMO 3MlE+t�it. 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C}UTSIDE.{)mEntom of PRODUCT:. 6a0 8-C .9'-A'_ 3.,,,�-C• 69.0 fl-4 9 C _'knPE 9 AL--0 - L_ 68A 6'-0 e'=0' 0 t7 9'•-0 <,�- 4„-,,,',-4"-0_:. �.�'\,'�: ,�4rtr Fes.,: FLORIDA.81 70,0 a-4 9-0 9 1b d 9 4 S a i wt Lvas U." s o a s r 4 s'd 4 o e ryv ..._. .w - E_C0"tide.,„:454 a d--" r,... s'a r' x "sy,. fi iotas;6 Nc k EXPERT S t90,0 ta ,�..«,,,,..,. 4' `mm 3 8 7 44 9 4` 6-b" ,�(� ,.("", TNG z..rm»d^w exwwrwk ry aStca - i$z'5 NOTE'£RS,6a�4"YfAHGHORCONSISTS OfHIL T7 7NCHUS-F!$Gwt'OR PSioYCRFRSTEd2ERd. s(' ,,'C'QJ����' kt ti +^ uatws�c0 com` rn,t+w.:.>a�i isv'OGr;•5OLTANGHM.SEE.SCHEDULES i S2.DN'SHEET 9i?A.`- `'i"� �R,�`a�.st}s': .. hi.. iN SCHEDULE1c SCHEDULE 2 FLOOR TO CEILING(TRAPPED):IilIOUNTING WAIL MOUNTIi MAX: SPAN'(ft)FOR END AND INTERIOR A9ULUONS FOR A'GyEN MAX SPAN(FT)FOR ENDAND INTERIOR A.S:D:DESIGKMLR SURE RATING•(P.sf.),& A P-9`MW,MULLION DESIGN PRESSURE:RATING(R:S:F.),& AN! _. _. :SPAC)NG`(ft)", (FT) MA?fIMIA MULLION SPAN 07) . . . 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Y a'_ 'R'=1Q°, :g.-g. .gr.«T" 7'®a• !),-5�. { ..Y, T•_4" : 7`.::;�' ?°,D� g..p^ 9•^g' `-MFXIMILJ1.1"MULLION SOAVI44,S(ALL k SUCH TPAT MA4LOW0lIBLE SI:ATSPAN FOR THATASA t3ESiGN Pf j MULLION ORIENTATION IS AS SEEN FROFd THE OUTSloE XXX ERIOR)_OF'PRQAUCT, z EFIA ►1•UI.MI iM7ER(OR � � t 2.SSILtat)tS. !+ t�( FLaTJt7r.64 lei � r{ c wis xAiEaa wc. MULLION s"SPACING:' - �"- ": � fi .. E C'®rMc.: EXPERT S. T13Stt.}ESitha 8-LT+@tpEE3e#a GkuP4yy •. `� j,,.�! '�("`"` �rs'i.:aa,.» x+'.»: 7+• ro}u,w'ts,ca POR„O:"✓:Y T!u'- 2U: nw^. #;wt.�aT•aw, qzp .teat" kr v]aecoaxT sen T+rra:.i�7; .s3) CORti)� �. te- zeTta .+6 �'•4TRITER 0.Tll+i dz:PE: .a..r .mynm "�G�T�*+` -'• i4�1� rl ,tvt i_c:f,<atE,7 wu.nx r TYPICAL MANDATORY PROCEDURE FOR VERIFYING PRODUCT CODE COMPLIANCE RELATED TO ITS INTO EXISTING POURED:CONCRETE OR GROUT F=ILLED CELL CONCRETE BLOCK:STRUCTUF STEP1;OBTAIN JOB SITE'S ASID,DESIGN PRESSURE RATING(p:s.(,)FOR-THE OPENING AND DESIRED SLAT PROCEDURE 4b:IF MUL,LIbNS ARE USEfi BUT Vy LP STORM'BARS SPAN"L`:(((}TO PROTECT IT(SEE GENERAL NOTE#2.. 1), t.MINIMUM SEPARATION TO GLASS FOR SLATS IF;MULUONS ARE L SIEP2:ENTER-TO CHARTS,(J._lb &'Ib`) THRU,IC ON SHEET is TO.DEmRMINE,BASED ON AN 112' BE BASED ON CHART.'Ic ON SHEET 15. IT SHALL BE MEASUREI SLAT SLIP{tn};.ANCHOR TYPE AT"SIDE RAILS;A.S.D.DESIGN PRESSURE RATING:(pxf);THE OF SLATS TO GLASS. REQUIRED MAX.SLAT.SPAN-V.ft' 2.,ENTER SCHEDULES la*RU,2c ON SHEETS24.25&26:W/A.S.O: THE FOLLOWING 1NFORMtATIONIS PROVIDED AT CHARTS.I"THRUIC TO:PROCEED:WITH SPACING JMAX..12,W OR 11;'AND.DETERMINE MAXIMUM MULL PRODUCT INSTALLATION VERiFICATiON; INTERPOLATION IN BETWEEN SPACINGS FOR A GIVEN(�Ci,s ,,G MULLION ORIENTATION• • ENTER A.S.D t9EsIGN PRESSURE;RATING:SEE STEP(1)ABOVE. 3.:SEE SHEETS 10.,10k i1`.• lkI2:1ZA,13&0A FOR REQUIREQ ML • FOR ASPE.CIFICPRODUCT MOUNTING JNSTALLAT16N TYPE,INCLUDING ANCHOR. TYPE,THE TOP,&BOTTom FOR FLO012TO CEILING(TRA�P,�EO OR Ve MOI FOLCOWiNGDERNITiON FOR SLATSPAN SHALL BECONSIDERED:" CONCRETE FOR A GIVEN MULLION TYPE(Gt SGf",�y 8/�3}. Luvc:THIS IS THE MAXIMUM ALLOWABLE,SLAT SPAN FOR WHICH A GIVEN,IreSLAT SLIP MAY BE PROCEDUREAc�,IF BOTH.STORM BARS&MULLIONS ARE USED USED,FOR A;GIVEN/,SD:DESIGN PRESSURE RATING: 1:MINIMUM SEPARATION TO GLASS FOR SLATS II°BOTH STORM Ew • I.IINIMUM REOUIREO SEPARATION TO GLASS IS PROVIDED ON Ci"T Ic:PI20Vi0ES SEPARATION SHALL BEBASEDONCHART lo,ON SHEET,is.IT SHALL BE MEAS TO GLASS FOR PRODU,CTS W10'OR W/STORM BARS(SEE STEP 4), GLASS, ,STEP 3 OBTAIN INFORMATION ON PROpU&S SIDERAL ANCHOR"SPACING"REQUIREMENTS FOR. Z ENTER TABLE I ON SHEET'22 YWl A.S.D:DESIGN LOAD AND SI'ORIJ CONNECTION TO EXISTING STROCTURE FROM ANCHOR SCHEDULES V6;V(t&Vw.ON SHEETS.16' MAXIMUM STORM BAR SPAN.(IIEIGHT): THRU 18.ENTER.SCHEDULES WITH FINALLY DETERMINED ANCHOR TYPE.SUBSTRATE,'MOUNTING TYPE.A,SD;OESIGN;PRESSURE`RATING'& SLAT.SPAN AND OBTAIN MAXIMUM ANCHOR SPACING. 3,ENTER TABLES:2 OR.3 ON.SHEET.23:WITH A:S:L7.DESIGN PRESSU (INGHES,ON CENTERS):SEE GENERAtJ4OTE'7 ON SHEET 1:FOR ANCHOR.SPLCS :., SPACING ANb DETERIVINE APPLICABLE OPTIONS FOR'STOMI SO &'BOTTOM:OPTIONS PROVIDE'ANCHOR SPECS AT.ANCHORS TYP STEP,IF PRODUCT IIJSTALIATION INCLUDES STORM BARS;MULLIONS OR STORK!BAi eS&MULLIONS.THE, TYPES:COVERING PERMANENT(ANCHORS A&D)OR REMOVABLE FOLLOWING IAANOATORV ADDITtONALIPROCEDURES ARE APPLICABLE. &A CHOICc.OF 2 OR 4 AHCtiORS PER CONNECTION OEPEND(NG C SPACING, PROCEOtiRE 4a`IF,STORM,BARS.'ARE;USED. 4.ENTER'SCHEDULES 1a THRU.2c ON SHL:ETS 2a:25&28 WIA.S.0,D, 1,MINIMUM SEPARATION TO GLASS FOR SLATS IF STORM BARS ARE USED SHALL BE BASED ON MAXIMUM MULLION SPACING(MAX.,12'.81 OR n.AND DETERMINE CHART lc,ON-SHEET 15,IT'SHAL L BE MEASURED FROM 73ACR OF SLATS TO GLASS, (HEIGHT)Wl ALLOWABLE INTERPOLATION IN BETWEEN SPACINGS MULLION TYPE 8 MULLION ORIENTATION.' Z,ENTER TABLE T ON SHEET 22 V&A:SA"DESIGN LOAD;,STORM BAR SPACING AND DETERMINE MAXIMUM S.SEE SHEETS.'10 10A,'I1,IIA,12,12A,13:&:13AFORMULLIONCON� ALLOWABLE STORM BAR SPAN(HEIGHT): BOTOAS FOR FLOOR TO CEILING QRAPPED)rOR WALL MOUNTING' OR A GIVEN MULLION TYPE(G;,X; 31 ENTER TABLES.2 OR 3 ON SHEET 23 WITH A:S:D..DESIGN PRESSURE RATING AND STORM BAR: SPACING ANDOETI_RMINE APPLICABLE OPTIONFOR "STORM BAR CONNECTION TO.CONCRETE TOP&BOTTOM,OPTIONS PROVIDS ANCHOR SPECS AT ANCHORS TYPELEGEND FOR VARIOUS PROCEDURE PER.STEPS`I"THRU 3 75 SIMILAR FOR 1NSTALLA' ANCHOR TYPES COVERING PERMANENT(ANCHORSA&O).OR REMOVABLE.(ANCHORS"S 8-C). STRUCTURES.Sfi> SHEETS c08:2Y IS, LII`ILAR OR I APPLI LAi INSTALLA11OW&'A CHOICE"OF 2 OR 4 ANCHORS PER CONNECTION OEPENDING.ON LOAD AND � STAU FRAME STITUCTURES STORM BAR SPACt,?IG. �u!R t Ttlirrr �lf�'' xLo4na a?u a y1. Z`G S� % sztl73 C7EL4 EXPERT St •may ifs, ., ( y ttiUT 7;%TtMc a C�4C;FIG CauM4YY ,.A•; S�'. k77 {y.,. G:37.0� AA .7Ya. � :a�aa w�'+s:n Urn 76:5 �y A,� ;r 7us72 e•.kr,' v£s: �{(Q ,�ti .. n Eu ma 9 c + caul ..._.-.._ ssx [.?.._., ....,.•; �'3+L`�tt3 CYti�'c[T ,�. .......«.iy ...,.�., .,.„.�. � �j� �... _...,._it.r,.C.D. ! 01 I vu t 't JAR�! I e0aR�0 n1CREtE IIJA. _ E F r. r c C,LrI 't �E Sax 5Ct4LS S U9 {�! + r °C (:x•E S�tEC±RES�� }S,_�»l..uvt Gv' en,a IA.o"" { ,[ C, C cCh,r c OF, I � puts 1>tt;(81 �tEE'�t7&t8) L( ccs:ally suck �. c�vur�cc8t '(SEE S.Cii a ES CN GR�lt CLLCU 1, e t1 cu rCls 6: 5 MS 13&18' # >, 2.zso i 9 pp ?,ps tIn tx�i%s�pscp`� p2 tt 8Hc :Sa :+ D�} U �S1;,1pO stm TRAPPED MOUNT BUILD-OUT MOUNT' RU(C D-qUT'MC SECTIONS O-0 (PLAN) INSTALLATION DETAILS INTO'EXISTINGPOURED CONCRETE OR GROUT FILLED CONCRETE BLOCK BUILDINGS @&-,. i o OH, OH'* I, , O'* t , !-DV ax Its•s:� r Ipi-.%/+` e�� +l+.. - +pz'.a+". �pz 1 F4..�. a .fe r na 1/s xu1' Ly (.�Fr rn eps r t re si r . SECTIO+ O-f1 (PLAN) SECTION 9-Q_ PLANT_ SECTION R-R'(PLAN} SECTION fi,'-R' (PLAN} t#RIENTATION il!! ORIENTATION #2 QRIENTAVONS:#1.;&;#2 ORIENTATION; #2 . WALL MOUNT Ex UON WALL MOUNT END ASULLlQN WALL.MOONT,10TER109 MULLION TRAPPED MDUNT INTERIOR MlJW0N INSTALLATION DETAILS INTO MULLIQNS'G G9' G2. s OR lie" �,.,,j � SE_ ; E& 0) wK5 C23 7 x-0 wR ALTERNATIVELY !0@ T{ G A, I -TT", �p� r,=' t C'i S<i3x7 tie £"l NC.pD e 1 f x Y/ NUT fJzf'f �'{ GFS^. � ' fib l j F03:< TH15 GOhhdr<;CTIOhI; WALL MtSU o" Q, t}2=T+ M T�/�ll f4C1Rt}R ali {:rlAAI� 6'a Vii.: Ipa i}<• C 1 js' x t zcsr e :. FLUSH MOUNT (WALL) BUlLC!-OS1T�$�UW� Na.44167 SECTION O' (}'_(PLAN) s T tl» C d rNe. �t � Tautt trscE+a a Cho CErn tjrCDUP&€Y E7SPERT $! Wa PON INSTALLATION DETAILS INTO EXISTING.U�OOD BUILDINGS� /,,`fiS �}gti�. E✓�'°,' I a•� Sc .. ..ryx s1� C7� 1'I+i'..,,,-v! ihL:ER h:•KUti.Ii?C� rx.... �,.E.ac SLAT PERFORMANCE CHARTS Ia. Ib Ib' '& IC_ (QNLY VALID FOR /Z'SLIP) F.QR A GIVEN A.S.D:DESIGN PRESSURE RATING(P:s:4.-PRODUCTWUN`f'COND TIOht iNCLUE31t&ANCHOR TYPE AND FORINSTALLATIONS W10A W10 RIA BARS _T_ bHAkT:Ia CHART Ib CHART W CHART IC, ... i6£'.kiYn,Nkl VALtFC•- .N£CATNE AS,C.Lgha .. . mw"pmm A.50..LOAD! 318^0.1 KW K YOLt:3 ANCHM 6116"a TAPCON XL ANCHOR, 5/16*0 TAPCON XLAN6HOR`, POURED:CONCRETE to Pouhm mr+ca-'Tt JO GRom IWo Ceti CavMT BL= -MAX. 1dNl; SUAT SPAN AW. SLAT SPPN MAX.SLAT SPAN REQUIRED UK SEPARATKIN'TO A.S.D. �Lwx` { ) - r r IMA)t" CI"r} MEASU TO' S Of SLAT DES", auu YRuvata KN.rr-Qvr y wAu 7w M &Aa-wr g1 r-W WA ra m c��ta-«r4 RESSU7T w/o,srotru acres w/sTowi RAIM '' itom ttawf� uotafl urian fr�sr uarcf W/@ uou7 r uatK1 �7X( r aanft wt{� 7tft nom*. stt 7cs* 7 s1t ncret; ax Dela nr t sR'K57Qs.o SEt Na7ts*. -5FE wascr.k 3 H .att hoim.+k,Nm za wWa zAa+C rtp Z wt 641 ,SET 1F7tE5 rk SIX 07 s.* xa7fs-t t-3':' 4 1-3' 3q:e Q` ,20•-0" '15'-4.. 2p'-0T .. .f8'-0'- 24W-U'- IV-4- f8'-Q' 15'-6` i- :i 2�•'"a'........78_ -o`...,. fk 'J W-10" 4 1f2' 6 i5.as^0"-q' 25'-� 48'-0' 151-3' 2W-O'_, 74'--2' 1E'-4' 13'-9'- 17 4 tk'-Z' - t1 9 F2•^^CF' 1" t4 ffa 6 74-..�.__. 14-7 Q'. f2•-1(3. f6•-2•. 73' i- 12 9lt:"0 7 14.9..2"__..,6• MO 2a'-0' 1a'-(i" IS 8' 15'=4` 17* 12Y-4 13` 11` 12 # 15 ( 12 4 i7 0 iC'=a' D 14,1/2* 6" 17. 6 i`-3' �1D'-qY: T-f a4`if2 -i;- 7, "!2 41 t3-ii' 17`-t•i l:i-A ff'-Q' Y2'-S" )e'-77'_ f1' 6 1. a to 70` - 91-6• 11'74' tY a 10'••4'. 11'-70' iF}'-4" 12 9 10'.4 - W-41 9 0 I.* 53�„,if2 a 75,0. )fi'.-E" t=•-T 77?..tl7•: -70'^sa 7a 3 tQ 4 -71:-4 fZ' 0� fCt' 0- 9' 10 @' 7 8,'^5 4. 1 $ & 1 7S E' . 0 15 Q it 6 71 7- 7Q"-0' 80z' Ac'-s- '17 -5-� 9-t3" 4Q.^^5_ 9•"4` .M_..- , 8,,,.,.,.-6,' 3�9 tl-7 fQ. 4 g'-5 8. fi 7 3- t L k G` _to o 4 a s i fi I ._, 9`-2 a'-z . a-g._ µe $°` .. . r 4r 17 7tz lioe 77, a s 9--v a s io'--sr r-7o a'-Ya 7°-f s a rMyO W 7 r r' 1 to t/a fi _513.0 fi-7. 8. �' 9'-a" &,-f" 10'-7• '7'-T3 s'-8' T i) 7f2 o .......- ,_.,........_..._. ....,............._ ._._.=.. .,.._.,.......,_..__ _..,,.- -. _ -.�............ 7' ff` 8'=2 7-�t g'-8. -7' 2 7 �•-8" 7 ft 6` - 770.6 9 16 7- E" 8'_C' 7_'_.9..' W-g.. $^_p._. 7.._...2a'. ._.._...fi....,.G........_.�i .. fa_.,.i 0 7-21 8-& 7'-9` o'-fi -10' -103`-7 ..f._2.. .,.G._'. ...... .._.. a '�- ir•' SQ:' 7 C 6•,-.5 5 tA.7f2 't;' 140.0 9'.,7' 6-55' 8'-.� 7'»5' 8.-.! 7'-8 fi 7P 8' 0. _._......-. S_ ie fi'_d t' in 1/2. 6' 1450 �:-f0' - .- 8- z= 7`-7' � g°-7D - y_a, - .,:,...7. 70 .. �..„...<.' _ 1 _. 30 ..,.8•,p µ. 7.,4 _ ?,-B` •. - 1 10 E" .w 155Q 8 3 - 7. .0. 7'-y' 8-r _ 7 7 10 a' .1x0.0 8'.-0' T-a'- G'-f 0'° '$`-e T-t' 7'-5` - t' 7Q 7e AEOve imlww MAX:SLAT SPANS MAY BE USED AS LO;M,AS 4NCHOR SP14111w 5C71£CULCS WI.5FHEETa• 1'l. it f$INDICATE THATCHOR g fn1i11rr�f /ir >PAN 4414 A.S.D Al 11 �[7rSiG*f PRE S RE RATING.OR THE Gt1RR:SPOtJD4NG:SLht ``�t'`titN{i,Tit!7*1�i J FLCfilak 0 2.'RE{1JSRE5,S= Et :u£ RAILS FTS ,'£O 10,EXISTING STRUCTURE WITH p R3+9?s ttv , 3/a'o KWIK 801.7 3 ANOR OR S/16 o TAPCON XL ANCHOR'-4f"ITC: --"-- '- t POURED CONCRETE OR:,GROui FILLED CELL CONORETE SL<3 K L}R NO WI* 1/4'c EII S1.r;w_S Ar ,JULuans =4NECTar7,:VALID FOR: ��- � � :5k 61�. ��O Neac: �}f#'ERT S rtA[L 61CU aTE4, TRAPPcD 7JOLINT£O:'An 8U;LD Oi:T MOUNTED, - t� out USTING a cac xtcRntc coo axr en.cb' i6S 3; MAXIMUM SAT SPANS FOR t17TERMEDiATE LOADS MAYBE �� • t �A 4r�. a cx t a cao�t sae[� . Mf£R OPERl.ttt•7ED SY UNEAR iP13LATI^ON BETWEEN END VALUES .pe!i�ilr-�41WM+W•!! CCFfPRS�.$e fdktl.? GS F.3sf MAX.ANCHOR'S SPACING SCHEDULE Vb FORA GIVEN SHUTTER MOUNTING TYPE Wt 5/16"0TAPCON XL ANCHORS TO PbURED CONCRETE WALL. XS.D.DESIGN LOAD4 SLAT SPAN.RANGE: .: WALL MOUNT _.. :SLAT'SPAN;.RANGE. > ?-7-4 Y. 9'-1Z`t >'Z2 I.W t 7:16'-20'•Y s::a.o. $- $• e• $• _ � .. ..,..�,, MA SH_ rr i,'raa $" 7 1/2 . 6 4 1 -. 4 3 3/4*- ,SLI -0N PAN EFINIT1011, TRAPPED MOUNT SLAT"SPAN:RANGE wsa.: :Q"-4' .. >.i'-5''t .. _?8.�fi.z. y E. 7.. y..7,'-9'F >-9. 12•._#. .>12'.-16'-.t >:15'=-2Q't ROMi�cctas7 . _.. _•. ,.._,. ,....__. __.._,tee. _._....._..._ _..__...».,.,..:....... ......... >sr-tas 6. 6.. s, 3/4- 3 3/4 3 er af7r-'S'da 6- '6• 3f4,.- a' 3 3f4 '3 .f4- €ri-tcc 6' BLHLD=Oa MOUNT SLAT'SPAN Fr1+NGE 4.:w-v.t y 5._6..t_ i:!6' V t >z'-9't PAW G' - sa, a. & s. 6._ 1/2 a _ _ _ 3 �j4. 3 i7 >3r,¢o: �._,_ 6" 6" 6` 6" 6. '6 -6"' 6" .6" 6 .. 6" B. 6 �„,B" •4" 3 31�i 3 3 .' 3 Y4:3 374' :�`..314 ' 3/4 = �6 6 6' 5 /ti. i 1f2 x.t/2^ 3 /a 3 3f ' x 3J4' 3374" 3:3/4 3 3;4 - _ _ / . , 3:3 fa -374" 3-3/4' 3-3{1" i _all 2 .41/2 41/2 7r2r-r#r, 6' $ a sr.. a 3J4 4 /t" s aJ4 .a2` tlz" 3 sj4 a sj' 3 374` _ .._ _._ - � �., r._ _ _ _.�_ q. 1J2"' 3 3 4.. '4� a' _ _A" 4'- - 3 3/4' !\!!i!ltlltirtrolryiiii 'FLORIDA EA „.. - 13EkXT;�t:Srt,i4 b"€MG.M♦;CANla-'COUFiti7 EXPEIRT S Ilii L' �a R?I 4(544098ttC!!4 RC?d.:Cc3i EfJ- 8739 x,�w Ljf•k�+,,G'�- Yri,*' jam~ rtz:"eu.i�c i+ts,^ as I..w.: s P MAK ANCHOR"S_SPACING SCHEDULE.Vd :FibR:A GIVENPRODUCT:MO'UNTING'.TYPE W1318"O.KWIKBOLT3 ANCHORS TO POURED:CONCRETE WALL.A.S.D.WSIGNTRESSORE RATING:&SLP WALL MOUNT AS - SUT:''SPAN RANG£' _ fs'-3o't 7 5 IB' MMA.' rry PR] 7" _ ;7" .. - _3rd .._. iTIQN PEI iRAPPE[}MOUNT SH, SLAT SPAN RANGE •. _. >5'4 t: >.6•--V P s','z'-9 t >-:9 ,12"i > f2`-16'.t > iV-tW:t it $ . 7,. }xzt-x40 BUILD-01jT:MOUNT StAT SPAN'RANGE s Y'-9't' >'9' rIV tWME FA3frXi`, tm.: t .` C3 s . , E E .1E} .1.20.0 g... 9 g 9'. $. g• 9"' 3' _ __a ? 9" g.. 7 3/4 7'_ ..._..._ S. 91... S 5/8" 5 5/ ,_.: t/2 $ 5 7 . 6.. .SSS/8 :5 /fi 5'Sj$ S' 9. 5 9.m. _..' —.. S" 9 9' n" 9" T 5 5/8 5 5j8 :br 5J8 5_5/8 '5 5j8 _ >aa ,cs. _} 9' s' s-; s s s" 9'": s' e• s fi .ta s �/a- G 3/a s'�/s/a r/$ s s%s' S��s _.. S >ticc=t7b 9'. 9• 9 9. $` 8' 8 6 r/2 G" .. 6- `5,5/8 5'5/8' 5-5/8 — — >t7f ra0 9µ g' .. 9.1 7 tJa. ..—:8 :8"' 6't/2 :$° 6. 5 5 8 6,314':6:3/+45 5;5 g« _ ��trixNtfAijs7�iaaya�y FLGfGOA.8t C.... tjaS�rr ZA IL ECOnac, r LUT,Ti�S1ttfE 4':Luo NtSRll:G- P/Ji't EXPERTS ✓ IIt[�y'"' aaas w sw:xu.vrrw craws;r.aa+u 1GTi •C'• S ' ,Fog ,,. ep�:�:ztxrias tsx.r wax:��aya.# Sx k. a rraa-sitKaocs c �Z--:s�"� �' iWTLRh.t4sCi'J P:& c.« �etx..m. _ltfttN t �