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fl''orida:Building`.Code;Online Pagel of 2 W w p %Y aCIS Hagte ; Log In : Use tteglstration ttot Topics Subtnft-Surcharge-i Stats&fads ; Publications # FBG Staf( aIClS Site Map Links Search. Daltm �t. I sin - S ? U f r� esS� I Product user vaf. �" SER-PtiblicUser. (�! :A�r -P nAtir,'i 8h8mvnt Mann>Prrutuct or Annbcnti rRea ch'>�pnf 7ttnn tsr>AppHmtloe Detoh USEt.A. FL12246-R3 Application Type Revis on Code Ver5fon' •2014 Application StatusApproved Comments: Archived; Product Manufacturer Expert Shutter Services Inc, Address/PhoneJErhail 1626 SW Biltmore ST Port St.Lucie,.FL.34984 (772)875,=1915 Ext 106 cali6xp2rtoaol.com Authorized Signature Michael:Heissenderg toitexpert@aot..com Technical Representative: Michael tlelssenberg Address/Phone/Email 1626 SW'Blitmore St Port SC Lucie,EL 34984 (772)871•1915 Ext 106. CallExgert6a0l;com QualityAssurance Representative Michael Heissentierg .Address)PhonQEmall 1626 SW,50more St Part st Lucie,.FL 34984 {772).,875.=1955, Ext.106 Cellfixperiaaoi.com Category Shutters Subcategory. Roll•up .compliance Method. :Evaluation Reportfroma Florida Registered.A.rchitectora Llceti-;4 Florida 'Pro(essfonal.Engineer 4r= Evp uation,Report-Haegopy Received Florida Engineer or ArcIfitect'Name who,developed the, Walter A,.TilkJr.,P.E. Evaluation Report ,Florida License PE-44167 Qua4ity Assuraoce.Entity .NatunalAccreditation'and.Management Institute Quality Assurance Contract Expiration Date :12J31/1016 Validated By John Henry Kampmann Jr.. Validation Checklist-Hardcopy Received Certificate of Indenendence r"LI2246,RI f't)t F1PFPT 1;H19TTFn 1,Fnli1r9r iSr NAIMI i tc 0m,eo.in cut rrcn Florida Building Page2 of 2 Code'Online Produgt,ApprovahMethod. Method I Option D' DateSubrnitied; 06)08/2015 Date,Valldated. ;06/23/2Q1S Date Pending fBCApproval 06/2812015 Date Approved .0B/16/20.1S Summery.of Products... FL'# I jMod01,.Numberor Name Description 12246:2 ....._`Nautilus:Rollin Shutters Stem.. .. NaUtHUS.ROIIin Shutter$ystern - -- Limits of Use installation instructions Approved for use in k4zNo Fi l?29,i it t5ciie r tiTiFR nizl tt F IAtt N 1tITI1.t1S fF{3i 4Et a Approved for use outsideH4r2VHZ:Yes' Sjit�YT[P,_cYSTFbt IAA 15-071,rt f € Impa4;(Reslstant•Yes Verified By,,Walter A.'ni it PE=44167 Design Pressure.+160/-160 Created by Independent Third Party:'Yes i other•State'Missile t.evei'D'wind.zones 1,2,3 and 4(basic'protection C461yatlorl Reports_ .. oniyj..Pressuie eat1ng-+30,-30 p i.f..6626%0'span and+160,-160 ECr22a6.R3 AF*CI pxnp'SHt m!R'SERVICGS-INC NAV TILij$ p.s.fs:aCB'-0'Span With i/2',siip.See sheets'S5;36 and-26W addlti01ia1 RCIi 1 dNC 5ti TTti 6F tigftd n E R DR4VC 15 031 rAr pressures and& ns: _ Creat0d.bY;1ndegRnd4nt Third Party.,Yes Contact Ij �i0!1iNnrth 64ortroe§treet:.Ta:lahas a Ft 32359'Phone;:BSo-497.1874 The Stateef Fbrda'is.air AA/EEO employer..Gnavr:ohtZ00i-7913 State of.Flodda.::Privacy statement::Accessibility statement:_:.Re-Rm-A 4tatement `Under Etorlda law;emali.addresses are public recoids:.If you do;not want your e-mail address released In response to a public-Work request.do not send electronic mail to this entity.instead,contact the office by phone.or by traditional mail,if.you have.any;;questions,'please contact eSo.497:1395. Pursuant to Seftlo0:455.275 (1),Florida Siatutes„effectiveOctober 1,2012,licensees licensed.under Chapter 4S5 Fs:'mustpivvlde the 0epartmeet'with an:.email address.n'they have one.The 'emalls provided maybe used for,official communication with the Ilcegsde.However email addresses are:public recordAryou do not.wish to supply a personat address, please providethe.0epartment with an.email address which can be made available to the pvbtR.To determine iryou'ore a licer's, under Chapter455,f.s.,please cick.lt tom.'.. Product.Approvat:Accepts.:.. st;curit�+tz t trrc:°: a ,ORAL M1�OTES: 4,.ANC400is SHALL BE!Ns.TA(w FCiLMMG A.U.:CF eHE REC9mmENrQONS AhO SPEGFECATa<S i NAWILUS`AOW,N*StNTF£R-SYSTEM'SHOWN ON IRIS OR"'wv,clA1.UATION DDCU.M@NT,fP E a).YAS BEEN S'` C w AEGUAEQ FC{i 57GRrE Bt'.RS"Cati3tcCTlDti:S.5#9ALt BE A:SP£CEfiEt7'-OH APPLi HLE SE .VERVIZO FOR CQ00LIANCE-IN ACCQADAhCC;vnTH.T##M 2ala';(${ry EC7tIDN),OF INE FLO DA SUI 1C;C4Q£; -.Af$'taxf 1/4 C'A4.K-Ihs.MA!Ih)FAC%M$Y PKQI FR FASIENCRS,ENC: mmus.Ramco-S}ume SYSIw S*I :HOT"6:=4NSTAtLETi:AT fom,;VE£CC1fY#1tlF'RI'.Ak£,ZONES.(wAV-DAVE -#ft Cz3JS''SCIFii-5£i"':A44H�,IititUAEb BY,•Ad1.":PC{NT.IVC. /mON'r'tR mufmES}; - -•AIS-t KWTK$OE.1?Z.2AtU.tlFAv^iVftEQ:.$Y`tL1T) ijtC,, £lESffsfd,:.i§H•'6 LOAD$'Sf:Ri,t:OE,.GEfERjd1H€'D,AS;PER SEC;7O1IAM rF..THE AB7.VE f c-HONED CODE.. '-SJTb'c TAPCGN A{ANUEACTtFRED,6Y(tYA BUi€.a£%�INC: f0R A BAStD WIHO SPL°EQ AS.N£Ctf#REQ BY TP E:dUkiiSDICT3CW WHERE7IIESfShLiT7EQ5 Mr:IE,$E'IN5tn1LE£r FOR A D;RE,CiA'k:AE.lTY"FACTCk Ka�aes U`*T h^w^E 7-#0 FOR tSAL+I,.iKYHS UNDER 20#C F$C: :MiNlt#UM-£CBE C'3'AN ,A'FD SPA`.tNC FOR A#?tNE.id€Pi3CCh'EB ANt't�ORS-:StfAt#.BE AS 13;DtCA7x ANO SHALL aT EXGEEO THE tdRfi faUM jA S.D.);DES:aN fWFKU RUiMGS:tNCwATEa QR hTET 15 TYiB I$k;7p 1N77 R6 EDGE DISTANCE4D.EMB£UM ETdTS APE El£YDtiO AA#Y fsMSH'fAAT£?V4 TJbk 1N OR(}-„FE STC.StRt;Y;THE ABO1£GOsITICN LILI#Wf1E DES'CH WitiO LOOA05 Df:TERA#€N£D PER AE.d:E 7-#tE" SHALL BE FIRSTREaUCEp TA ASp::'QfSICN W7FdT)LCA05$Y•A#U47tFtY1NG THEA!BY 4,6.,If.CAOEa.'TT> ANCHOR, SPAwi?iC:0 1DIfX" ETSCE 6k5TANCEO 7009 CONCFIEiE TC;CCITP+ARE TkfSM 4Y/`.AIAX.(AS-TS)DES1Ct!PRESSkiFE RRTINGS R7aH.ATEt4 ON SHEETS ts'THRL f5 tt 20 711R 26. 'SJ84r.#':Sj4 'CdLK-111 .3 3�t, .. i T12' # Sf4':(,3Lfa0.Psi} .. s/a c»a/,e^sGa.ro-sEt 5• 3 7J$,(3000 Pas) �2. W'ORDER TO 1'�EAiIY.'FFtAT COMPONENTS Ah0-RNCNDR3 ON THIS F'.CM:AS TESTMQ WERE HOT OVER S-PRESSED. 3/$'4.KW1K,BOtT,T2 � i'' {' 211/2*`(3000 pSO• A"3Sx lNCREAS,..:N ALLOWABLE STRE55 tGR;WL°:D:UOADS WAS W USED IN THEIR,eWALTSM FAST£N.RS'�- 'gJt6'4.'tAPf'CdQ"KL 3 3J4' �#/8' 2'1/4-.`(ZT?3R PsI) SPACiN0 3O.WOOD HAYM BEEN.aETErdMifdMO IN�ACCORCANCE IN 4 OLDS.201(2., , t.AUDUiS 61CLUr_SHCITTER SYSTMM'S ADEOUA„^Y-'FORWPA�GT AHO CYCU.h:kESE3TANCE`ItAS FlEEN VERIFiEU'.tN fp.ANCHORS RE4UTREQ Ft#R AtIF,1.fON CtIN,HECT�fi&StiNi--BE AS SPECaFlEp 0,'d AFPt1fAE�LE SEC71G ACCCR:TAN^-E WTi#f"BECTKkt#603.1.7 flr THE-ds64vE GEtSkD4£D CaaE'A�"a.A#tF.RiC H"FEST!A$'OF'SOUtN - _ a IPA; c1, #IA. 2. 12A,41 G 1141, - fLORJCA.RMPORf�.,1(0300#-06;7ur PER ASi1�t:C 1996-J`r,:E 1P.B6-03 ANQE 330'STAIiQMd}S.aURUFYiHG ItiSTAf.#AN4HS POR NANDfi,NE5,1.-2 3 8 A:fAka51LE TYPED h*F7 aNE:Y APpISC.461,E TC BASIC PRO7ECTtON . 1NSTALLA�T HS AS�SEFIN°ED FF'f SECTHI'dS S.2.T,.l;G.2-#.2 Af p 6.3 CF AriTA E#996.5£f<Ski2ETS t+1'H'26 ms-ffISC R 0XHO ON NUFAC!3,.AEAFritfACT 0.INC.HiLTF.INC- W, UMITATI.ONS. .. .. NUS H".SCPEW AI^HOR M-J�tGFAGTi1REp 6Y H!tTf.iPSI wMQc-ea.'s A'{CtiDR'UAHufACPaeREp BY eclvEa rASTXFcERs.t,- JUNFtiwA..f7t7Rti5#pNS-.51i•iL BE 6663 T6:.ALCAY:(tN LESS OMERWISE NOTED),.,SE,£.S14ELT 2.- MktdtUUAA.::MpCE D TAti MANS,3E'.ACL'dC FOR'A96vt MENTIONED ANCHORS 5WSG DE AS.(!+BOAT f DiSW4CM ANO.EVIREOAiENTg'AAM BEYOr o Air rmi5it NATmm. -J+IBE£SM. ED d.ASL,SLRM}YS_(EXCEPS ENO.38LTEN#CCN SCR :)TD BE S'TATHLFSS STCEL X4 OR 316 SERIES WITH 50.X-i .. r TEtts'STR£Nc4,1nn Ata""sD Mz:7EN9LE•STREJ CORROSION RESISTANT COATED-CNMN S7EELAS PEA;TIN Soots.ALL.5 D.5 ARE TEK SCtTe'W5.kAti4 FACTLIRED BY CNP DIJ LDEK'd 51fALL COMPLY Wl FLMDA emm'40 1G ANCHOR SPACING 0 100% £T3CE a sTAHCE @ 1(1X7 6 'CONCRETE: 'CODE SECTION 241(1(3.3.4 , 314 4 KWie<;F;GtT':M 27' 9" 4 3J4- (2cw Psi) 5:BOLTS TO DVASTM A-307,CAMHidb OR AtSI 304 OR,316 SERIES FAINLESS-:STEEL.t1,TF+16 1�t uusis+uu 1/2c KWIK BOLT Tx 22 1/2' 7 1/2- 3 1/4-(3000',P5:) YIuf,D aTREKGTH. 3JAa K4VIK:B', T'"TZ 6'" 4 3/Ir 2'(..000 PSI) 318-0 HUS-H,'3CR V A•. '9» 2'(3006 PSE) 'A,NAUTk US BCtUfNG SHUT"SY6IEM,D&U S U.S,.-PFTENTS§5;439.225-AND}'7;40060:. 3/8 c Vv£OCE-Butt 4`1/2'" 4 I/2' 2 j?'•(3040 FSE) .. -H.SR3f 0?IME W-tr 7E'' 6"`. 3..,D000:PSI) 7a AlTGHG(dS-Ta Y7AtL,POR(�)StDE:w t,.SHALL BE As fOLI.Ct1s5: 5/8 a, 5-f#sfAE'a c+3.tRflCr; 7 7'iJz' T-#/2- 2 sAz'-,(7066,PSL). (A) TO a'X PNIG.F2NIRED;CONCNM Ikk 3.66.13 Pal*,CDMPRESS!vE SiRET:CTft . THE it+STtd.Lh'DDN COKTFUA':.'TC'4'TS 1(0.•MAL/GAE11:W ALL PRODUCT COAfPikNE?IT EM'WHICH REW 5/vv,TAPCON XU:ANCSdK}RS AS.1;aeNC7FACTUReO W`ITW GV;LVEX;.INC: TO PRMT+EtNT tv,r:pjP3Jid-INTRUS10H,'CAUJ:iW SFl3.PRODUCT MAI KS ALL-AIIIOUN0 Flit-tfiSG'Ff 3/8-.11-:K*IK BCL..3:AN^hCRS AS dA'dUFACTttt'TESY DY Hill.INS'.'. - t2.f1(SHA B:IHE PESPOIIa1BILITY OP Th£CONTAA^.TOR TO.VT_RITY'HE`S0^S dCNESS OF THE SiRiA+ A F}MWWUV EMBED)A�H iwo�POUREQ CONCRETE SRALL SE:. {vSURE FRGPEFt ATICHORAG--.n14 PRODUCT•SF+a 1L f:NLY aE-.ATTA{'N, Tn'.CONCRETE+ ANC E' 2•.1(j4'fOR 5}6`v 7'<:PCCN jt#:ANCHORS$.2 4/Z' S ATr8`P KW�BOLT.3 ANCHOR$: +,..!;IHiS PRODUCTS INS1t.LLATfG ,SHAA COUPS. WITH ALL SPEGS NQ:CAIMD'i4F THIS VpA*IHv'PLUS- NC.EMS€ak£NT 1it7o STUCGQ'Sii+£#..EiE G ,isiDFH£Q A5#SART,Of THZ REOUiREi5 EVSEQItF3iT: t• .. - - EIY Tt e JJ.41SDICIION.wim:'PEROT,.IS APPVEa_:1Ci' A2)040V EDCE OISTANG (ETD.).'tN O POUREp CONCRETE SHALL BM; . .. 4"FOR!jI VoJAPOON_n AkC111f^R5&,-5'.:FbR`21X-t,KWIX=BOLT S.AANCHDFIZ,EASE CiSTARCCE.is 6a-Yr}m 14:LIM40;UECHANr.N NOT PART`OF-THIS APPROVAL, ANY.SH'ISfi MATERIAL, ..: . ICL(n)TILS R,E.D•PREPARED BY,THIS:Erl.MEER IS-GENE4:C'AND Df,=_S NPI PROVIDE INFORLLATtON F A:3)#N:CASE IR47-PRECAST STONE PRECAST CON-'R T£OR BRICK PANELS.VENEER OR PAVERS BE FOUNO.ON COHOT-loss 0a-vfATE-FROM Tut P:E:6: - - THE"ERWING WALL OR-TLOOR,ANCFEQRS°..SHg,L.G[LONG EtiOUCH TO.REACH Tfts-V4'N STRLICfUNF BEHIND, SUGI{;PANELS .(R}CONTRAIM-R`Ta BP,Rmf,I;iN 3#£Fs76'<�Tt4c S£LEGT'sflNN.PURCHASE A146 1145MLIAT�1N€NCtUDIN P.E:6:PRprDED kM/SHE DU S t<as'pLv1aTE'1.11 TNN 70"CMoNS DETmlo OH THS EattilM ($)TO ENtSTINO Gt2DUT'Fi.,Ufa:',C£LL COt ORVE 0L0CK�YAAf,L•ASTAA C-9C' cONTR±„^TORs RESmYi4sdgt,ETt: -5/#6'4'TAPCON kL AN100Rs.AS tAAN-UFA CTURR BY TM,WILD£X,INC, it)THUS LP,E.D.W.G.:BE'CONSDERED IM1AL10 IF ALIERto by pli'Y t,1GtN'S„ 'B#}t�N4TUm,EMmDuE#TT Of 5j,6'st Ttv?„'Gy'i XL-A'dCHaRS:tidlO T#{?`GROU Fc1ti<0£EIf.:CC'd T#}.F£.€3L.00CtC ( Sc PP{S,;EaTS 5HAL4.5E PPEPAAED:REP A;Ftq DA t�EGVSTERED:ENG[#tEEfw`OR ARCHq DNA:SatyL BE x�'f/4'. C)SRE. .EGF G NO EJMECMEtA.Ira S"#AIGCO,SHALL-�BE COtwiDERM AS.PART,Cs;THE R£Dii3!#CQ..£#ABEAMEtti; RECORa{C.0R.}FOit I4E PRQ ECT AND H0•11OLL BE RESPONSIBLE,FOR VII PROPER USE 0 A IIF1£GA ENgtitER-TC'-+FEE PE.D,"Ew.INEER.smf.Sa16MFf TO ttif8.LETTER T4s_strE-SPI 62)MINIMUM EDG 'DISTANCE(em)-of 5/I6'4 TA'CCN`XL ANCHORS INTO CRMJT Fit=CEti..CONCAEIE (n}7tiiS.+P.E.Q.SIk1i.t:EMA6 1(##E DtTE'Q.`sD-DAI;�"+At SEAL,:AND .5tGN4iURE.OF'PIE rlROFESS#OI`AL. BL1iCK:'SHALL PC-I EGG€"O"15TA.M'E l!5J3zFOND ANT.'FINISH'AAATEFV 'R£CORCLTPAT PREPARED IT: ' 6.3)IN CASE THAT PAECA51 STONC, PRECAST CONCRETE Olk BRICK PANELS,VENEER CR PAVERS BE FOUND ON MSTRIG WALL CR,FLOOR;: WC4ORS.SHALL,BE tV40.Etd ;GH'TO REACR 7H-LW9 STRUCTURE 1(6:PAOatV,:T L#ANUfACTURr•�'S fABEt:S!iaLi BE tG?t,AT£a 0#d A'.REApUY'HS#8LE COCATiON AT PAOOUD THE, St3;.Fi'PANELS, o . FLOM A BU-,LW.NG CGDE,'DNF.ASM SHAE.$ PLACED FOR EVERY-CPENR3C:'gfit3EGNG YQ COMPLY-V (C 'SC'E%IST:HC'VgCOQ FRA3dE$Uft#D�fd .se`PRUGE'-�PI'E-f1R-50ttM"{O^4,3&):;,DGUGUAS-ETR-SOUT#i-.{Cn0;4@)CR �V�V{V�# .VSAT�.'t}�{m S �Of"FltJm"iGA SOLITHPRN PIN£'Jf2 W/`G-!0.55 MIN. rU'�;� �. -FLORIDA'T3i -5/26"a TAW'ON KL AhCF#at'IS FS VAt1VFACTQREID BY NW:DUiLD•tf`w: �w` �� . .. '�• �+ C�2 sR i4TCC0"nit. _. M :U',t)VltNUVT Eu3EaaENT Or TAPCCN XL ANCH61M INTO tNE-v0•00 FRAME,UNIT SHALL BE 2 t/4'PHYSICAL THREADED Pc'T INTO A NO"EWB:aMEFR IN70 FYNt5/f(lf,TERIai•Sfi;kt.H CONSIDERED AS PART OF Te REOUIREO EmBEDME#FT: EXPERT ,y., Ga MHWVV ECC£DISTANCEE,D:).Or ,000S.ANC066INTO WOO-,SHALL :L BE,T 1J4".EDO DiSFANCE.IS 5 �•r•^" 'Iw*:Tcsrtxa ir,cxcwLA�lxv vOtaRANY ( .0 D SzQ.o �tDRiAP �4, �. 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TYPICAL MANDATORY PROCEDURE FOR VERIFYING:P`RODUCT CODE'COMPLIANCE REL T'EUTQ.ITS INTO EXISTING POURED CONCRETE OR"GROUT FILLED CELL CONCRETE BLOCK STRUCTUF STEP 1 OBTAIN JOB Sl70S.A.S.D.DESIGN PRESSURE RATtNG:(P:s L.)FOR THE OPENING ANDDESIRED SLAT PROCEDURE 4b:IF MULLIONS ARE USED:BUT W/d STORM BARS SPAN L`;(ft}TO PROTECT IT(SEE GENERAL NOTE 0,SHEET f). 1,:MINIMUM SEPARATION TO r ASS FOR SLATS IF..MVLUONS ARE E STTEP2 ENTER,TO CHARTS.,(Iti Ib &-' Ib)4I4RU IC ON,SHEIy r IS TO DETER,MINE,BASED'ON AN 1f2'- `OESASED ON CHART da ON SHEET 15, IT$HALL SEMEASUREI SLA7SLIP,C!)j ANCHORTYPEATSItJERAILS,A.S.MDESIGNPRESSURERATING'.(p.s.f:)THE QF SLATS TOGLASS, REDUIRED M)kX',S T:SPAN L"6 . 2.]ENTER SCHEDULES fa THRU 2c ON SHEETS 24.25&26.W1,A,S:D; THE FOLL'o"NOJINFORMAT1UN 3S PROVItSED AT CFIARTS I THRL? IG TO'PROCEEDV ITH SPACING(MAX 12'-W OR 7),AND DETERMINE MAXIMUM MVLLI PRODUCT INSTALLATION VFJ2iPlCATION; INTERPOLATION IN BETVIEEN SPACINGS FOR GIVEN Ci',iG1,y MULLION ORIENTATIOM • ENTER"A.9 D DESIGN"PRESSURE,RATING;SEE STEP Ct}ABOVE: 3,SEE SHEETS 10,10A,11,11A.12;42A,13 8,13A FOR RFQUIREO Mt • FOR A tOECIFIC:PRODUCT MOUNTQJG INSTALLATION TYPE,INCLUDING ANCHOR TYPE.THE TOP&BOTTOM FOR FLOOR TO CEILING(T op.I 2 R W-4LL;6f01 FOLLOWING DEFINITION FOR SLAT SPAN SHALL BE:CONSIDERED, C0NCRETE•F0R A GIVEN MULLION TYPE(� LuW,THIS IS Tkit MAXIMUM ALLOWABLE:,SLAT SPAN FOR WHICH A GIVEN) SLAT SLIPAKY'BE PROCEDURE4c IF BOTHSTORM BMS&MULLIONS ARE USED USED.FOR AGIVEN T,S.D,DESIGN PRESSURE RATING, L MINIMUM SEPARATION TO GLASS FOR SLATS IF BOTH STORM BAI • MINIMUM.REOUIRED SEPARATION TO.GLASSIS PROVIOEJD ON CHART to-PROVIDES SEPARATION SHALL BE'SASEOONCHART Ic ONSHEET 15,')TSHALL,BEMEAS TO Gt.AWS FOR PRODUCTS W10 QR Wl STORM BA1 (SEE STEP'4)" GLASS: ,STEPS;OBTAIN INFORMATION ON PRObLI `f`S SIDE RAIL ANCHOR:SPACING REQUIREMENTS FOR. 2 ENTER TABLE i ON SHEET 22-W/:A.S.D.DESIGN LOAD AND 5lom CONNECTION TO EX ISTING'STRUCTURE FROM ANCHOR SCHEDULES Vi Vb&YIi'ON:SHEETS:.Is hl XtMUM:STORM BAR SPAN(HEIGHD} THRU it:ENTERSCHEDULES Wtfli GiNALtY DETERMINEO'ANCHOR TYPE,SUBSTRATE,MOUl4nNG TYPE.A:S,Li.OESIGN,PRESSURE RATING'6 SLAT SPAN AND OBTAIN MAXIMUM ANCHQR:SPAC NG 3.ENTER TABLES 2 OR.3 ON;SHEET,23.WITHA:S:Ct.DESIGN PAESSU (INCHES;ON CENTERS):SEE GO4ERAL-NOTE 7 ON SHEET'I FOR ANCHOR_SP.EOS:, SPACING AND DETERMINE APPLICABLE OPTIONS FORSTORM BAJ &BOTTOK OPTIONS PROVIDE:ANCHOR SPECS AT,ANCHORS TYP STEP4:IF PRODfT,1 STALLATTON INCLUDES STORM OARS;MULLIONS OR STORM B3SWS-&.MULLIONS;THE. 'TYPES;COVERING PERMANENT(ANCHORS 44 0)OR REMOVABLE FOLLOWING t.1ANOATORY ADISITfOfiAL'PR(10EDURES ARE APPLICABLE. &A}CHOICE;OF 2 Oft 4 ANCHORS PER CONNECTION DEPENDING C pROCEDt)RE4a'IF•STQRA!BARS,ARE.USED. 4,ENTER SCPEOULES';1sTHRU;2c Oto SHEETS 24.25'&26 VVIA.S.D_tS I,MINIMUM SEI?ARATION TO CLASS FOR SLATS IF STORM BARS ARE USED SHALL 8EBASED ON MM144UM-MULLION SPACING-(MAk;1T,81 OR Try,AND.DETERMINE CHART Ic ONSHBEI IS:if sHAiLL BE MEASURED FROM HACK OFSiAlS TO GLASS; IHE(GHTj YtIALLONAf31 E INTERPOLATION IN BETWEEN SPACINGS MULLION TYPE 8.MULLIQN ORIENTATION. 2,ENTER TABLE ON SHEET 22 W S.D DESIGN LOAD;STORM BAR SPACING AND DETERMINE MAXIMUM 5,SEE SHEETS"10,10A,11.11A 12,12A 13,9:13A FOR MULLION CONK ALLCIWABLE STORM BAR SPAN_(HEIGHT). BOTTOM FOR FLOOR TO CEILING CRAPPED)R.WALL MOUNTkNG, FOR AGIVEN MULLION TYPE 3.ENTER iTABLES'2 OR,3 ON SHEET 23i WITH A.S.D,DESIGN OAeSSURE RATING AND'STORM BAR; SPACING AND,t)ETI;tRIINE APPLICABLEOPTtONS FOR STORM BAR CONNECTION T`OCONCRETE TOO$BOTTOM..OPTIO.NS P.ROVIbS ANCHOR SPECS-AT ANCHOR§TYPELEGEND FOR VARIOUS �"I?ROCE�URE PER STEP5:1 THRU 3 IS.SEMILAR FOR:lNSTALf A' ANC"QR TYPES:COVERING.PER)4ANEN7(ANCHOR$AA�O).OR REMOVABLE(ANCHORS S&C); STRLIGTURES,SEE SHEETS 2(18:21.FOR LIMITATIONS APPLICAI INSTALLATIONS:S'ACHOICEOF2.OR4ANCHORSPERCONNECTIONOEPENDINGON.LOADAND VjC}(TDFRRMESTRUCTURES, STORM BAR-SPACING: �n fLOfflp¢8E! ;�� 11LLC'TKSTtNC IX KN6WEKkat4 GCYP.tXY EXPERT SF t: a 5�'"..f.- 3mMs-im- Z��O�. -a ce taw', � (?..r }#1A , .. W"r1ou"k" .k vE SLAT PERFORMANCE CHARTS la. lb,. 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R' ,,,w„5 Ta tG 9' T .._ti T .£i' S 9 3. 8 6 11. .._:;:.i ..,.... ..,..6�.._. 11-2' 9'-8 � 12.=8` A'-70'.. 10'-1 :@'-t t' 10 9 g'-i0 -8'--SO` &^0' s2.tj2" -S3'-5" .4'-6" '10•-9 $._y. .. S 5. 0 2 a:-'7' tG..4 :5' 5 6'-6' 7 a t i� ro/?, G' 104.4 14-Q" 9'-4' 10',-y '•_t. ,.t'..8 g'.ry 4 5.«,. __8_'�_.:�. ta: 0' 8 6' .8'-3' T 6... 1- s2 6 . .,....:.. ...................�.:......_.. ... e......w_ __.. .,. _.._ ..._...... .., ......�. __. 145.0, i2--2" 9`-0� t0'-:t .0'-'� '1 T`-,#: .i3'-0 � 9`-2^ 8'--2 - o' g �t?` 0` - @'-0' 7•»4' 2 It 9j? 6 Imp 4.1•-T" 6-6». 9"-9 .:8'-6 "40'-1i` Y-iO 6 _. __ _ _ 115;09'-5" 70. ,. 9 J- t28.8 8� t 9'�3` 6�2 t0'-3 7...b �g 5" -17-'4-- 125.0- T'-& ..,, 125:4 14'2 T`-3,' S°-0 7`-.fti.. AC'-a 7'-2 .8'-2 - V-4- 7-E- ._.-? 2. T,.._ $� : 6 &, 1.- tf. 6' i'JOA 9 TO T e S c T•-g' 9' 9' x .�r-0. g'-0," ,7-2. _ ...W-5- --a" 2' S & f -it' tj? S' ..8.,,,6 p•-T• o'::�g- 6'.-40 3�-i4... -.T,_t 10' 140:0 S1.t" g'-1t` 8'.-S :T'^5' 4'-t. .ry_@• - 6"-t1-- .:.__8 O. 'a_1a? ....6 .. 145.0. g'-14'. ...»..- .......,@"2. .T'-3' 8'-Ta -,ry•-6 _ -T t0 ....,...».._ - t" i9 6 �..... 750,0 8.4" _, $...,0 _T x• �.-g ... 2•._4 _ T 8 - - .:;f ... .., to -G'.,_. ..,. ._ i0 159,0 8'-3` - 7'«.ta• yr..G• g,_3. M. :7•-z. -_ .l �- - - 1- 368.4. $'-B" _ ...T,,-g• :g•.;.10- g'-0". T'�:t" .T'-5' - i" _t{}. 5. i i.'ASOVE1*tDiChTEO #d.Sk:;SL&T SPANS W'f HE USED AS L003 AS ANCHOR SFACENG StIiEgULES ON SHEETS'i 17 & IS INDICATE,1W y;lrrirjrir7sjNsr r SPAN,,AND A.SPD41D S*NP RESS RE RATING.LE TOR THE GCI�$R:SPUt1DSCG t1?T,` `,t�+i�t �1, Fl fljU�.�i t1GROK 61 2. RECUIRESSI RAILS FASTENED TO EXISTIt*STROCTURE WTH: ``y`+ '';4\�• ',u'LC' �zot5,'ntccvIrtC:3/8V WK SOLT 'S ANCHOR OR 5 36 p TAPCON XL ANCHOR INTO: i�m...n. POURED CONCRETE OR:GROUT r b MLL CONCRETE HLO K OR No.44167 rr sp�r WtTH'I/a"a,TEK S;tnvWS AT MULLIONS GONNECTI'WL VALID E4i2 �--�", - �'.:r��.>t': �� 6��r Q�tiNC. WE S WALL 1100TED TR6,t?1n£6 WOOTCD..ANL 13VLv-'TUT VOUN'TED: siwc rtcsT�t+s-uc.se+uv+ccen�a,co xrrrr. _ ..A .51A�t" [teG".atm.:a. :xn,rr a L.w{s3:re utas t>i 4G2� =t4J� Aaxa GYs St4.4iW .Yr'tW.Ats-Zts 3:,wJ31AUU S'.AT SPANS FOR INTERMEDIATE LOADS WAY B£ % v w oar uaa xa xvn Oe SCD {j1@ �>�� is o«vsrca rsru.tta DETERIA.diED EfY 3JNEAR POLATION`gETWEFs:'ENO s'ALUES.- ,rutcst x,mt. n c,�, �^^• .. .. NTT:R MA.K ANCHOR'$SPACING SCHEDULE.Va FORA 61VEN ORODUCT:'OUNTIN.Q YPE Wl 316V 141NtK SOLT 3 ANCHORS 10 POURED CONCRETE WALL,A.S.D.DESIGN PRESSURE RATING,&Sll+ WALL MOUNT - SLATZPAN_RANGE D'-4,t 'p"!4'-V4 >.Wa-W t i 6-i`t' ->'7'-Wt s wml t '> iz'-ts't: tc'-?G"t' tam la+ 5.304 g g� g� ry g g 9,. -9 S J.µ :.S•.._.-,....,»�.-.. S.____._ 5 ">/C 5 5/a' SLAV._ _ _ 9 H s,�2' S 5/@" �- � GN GIV PRI Spi 7-, 7• - _ SEAT SPAN DEFINITION PEt stir 'fRAPPED'MOUNT DEsxa+ SLAT SPAN RANGE t' >.4'-5''t' >$'-&.x. >6'-7`t >-V" 9`1 ..>-9'-12't > 12'-16't > D5-26'-t 9"' 1f2" 9. B 1/2 H - - a1zF-a;o g, 9 9.. 7'... .._ asci.-asaR. g a. . BUILD,f?U MOUNT SLATSPANRANGE DESIGN" t _>�6'=T'-t. > T-9''t' Y:4'-12'-t '. >12*-16'? 8' S` S 9• 9^. 9 g 41 9 9` _' _ 9,. g" $" 9._ 9' 7 3/4: Y .g. :.g" 7' _ 7" 6"' 'S 5/$° >SS-66 RE, 9, 9' 9`' 9 8` 9-- g 8 7 1/2 7 1/2 .__M,..._.. .._ ._._;....�. _.. M..,a.._.,..,_,.. _ ..,. .,. .. ,......:,.. g... .• � q+. .9".�..-...`.;...._._.,. _..... �.. 9 9« �. g.« 9.. 9« 7. - >ffF ... o". 9` .9` 9," '9'; 9•, 6' B` G 7l2 S 3/4.. b 3 A" 6.5/$ S='S/$ S-5/8' -"p»,/- >sCr Fzt? yw S 9-, g- . . E15 - Q. 8 .. 8' $, 6 l/2 6 fi' S "/$- 5 5/B 5 S/$61/2 7' 3.5J$ 8.3 4' 8 3!4 5 S� 5 5 $' 5 5$" _ � - �`��aF�FFF�FFii�l,at,r I•LeR;n,<i 61 �� 6?Ca5 TtLSLCO 3C. IL EC,Q a.4.0NFsaaa cvuw.r�r .OMERT S Y.-xrv.TVe A M:YSS✓N i�G4�D6. ox tttx.a€.ro-� -.:s3 r „scsx)e-)sat, .fox :tF, o s mil:ao•..cem �.»Fsao ) MAX.ANCHOR'S SPACING SCHEDULE Vb, FOR A"GIVEN'SHUTT'ER.MOUNTINGTYPE W15116"0 TAPCON XL ANCHORS TO POURED CONCRETE WALL k&D.DESIGN LOADA.SLAT SPAN.RANGE ELL MOUNT Aro: SLAT SPAN;RANGE o'-'•1: > e-s"t >':5'-Wt >s`=z't >y:.-T t > 12-te sseT. s moo. a' a' 8' 8' a•, a« 7:1/2, 5,1(2 6` 8. a«. a», 7 3 3/4" Stf T MA ....__ _ _ v _ 3 3J4` 3 3j9' •- - '—SPAN i `Gh _ _,,__ P4N $H 5 4 Su at21 1{tY 8" j - 6'- a 1J2" !i` 3 3j4 SU --. _ F. SLAT SRAM QEFIN1TIQk' TRAPPED MOUNT SLAT'SPAW RANGE PRMMasarot Q'=4 t > a'-s t yrs.-A.:.t >c' ?r t >.�'-s't >e�12't > tz'-1s-t >,16!-20!t fwcctvai 6'. 6...1 6` b•'- $' -ES" 6-. �,-4a; �' s- A` 6' s- �• s r fz �.1 Jz. s PW so /3 . 4- 3 3j4 1:3/4- 3, 3/4- - - BlLft OUT'MOUNT 4mSLAT"SPAN RANGE >5. 8...1. C-7•t.. _ .. >7,-9•i _ > 9'-12'::t: - e 0E . CES :. L CO _>_at_s� 6_^ a _._6' _ _b".:._ .�s-, _5.^: .. b g• b' b- b _b" aBas � ' z a aJz'_ 4' .b : . b" G" V 5 4 4 3 6.. - _6_ __ >4r.-E0-. �•. b•. fi: 6^ 6• 8• E' :6.'' 6-. .£i` b. 6- 8 6"' b' 4` 3.3J4' ..-..., ss"• s fz _ .. ' .._ I4 / 314 ; (a s ... _ 5.314 t/G a.t(z' 3 3/a 3 st'a 3J" 3 3/4" l4 3/G Jz,. a 3J Rrd k 1Js 4ss' 1ssja531 ' a4" 33 . saf2/ at23 3J4.3 333/j/4aa•*aiIza b' 8' ,Iipi1111111iH11)yY!! FLORIDA(A �a°� ••••. t/ �i� 0,20b52iL'ty>.aG: CNC rcEM..G cGUPANY EXPERT S y. l`� • :a w:fc ate+.sL. , �*sia n.s��ea tG'�1 Jq,. • �";1{rt� iit % Z'4hLcOuW<Y+F ,yf:s€�` �. L�.�1 sir stix+ax(+c 3 iitG7 wr..sz a ... .iYltYtti371iiiiNii1i*t MAX`ANCHOR'S SPACING SCHEDULE Vb- FOR A GIVENPRODUCIT MOUNTING TYPE:W/;5/16!!0 TAPCION:XL ANCHORS TO GROUT FILLED CELUOONCRETE BLOCKINALL A.S.D.DESIGN PRESSURE RATING&.SLAT SPAN:RANGE t WALL,MOUNT SLAT SPAN.RANGE t: > S'-6't >6'=7•t >7`-8•t .>W-12'i > 12'-16't ,>lfi'-20't- -RANGE':{ f.} .. >s1-u1 E. fi. 8 6- q^ 4 1j2` ast-6o e•, ;8 7 12 7# 5 r Z - S T r 5" 4 - �.. SPAN /2 _. _ _ PRL Y,fob-.i2o s` 7 t/2 6 .� . ,... .._. -___.__..._._..._��._.._.-w�,.._-...,�,...::�. w,_ _.. . 6. Spo w.. __ i1�i-164. _'Z•_ 5•_-. . . 4• ;, ., _ _. _ PEF ;LLAT SPAN-DEEINITiON SHE TRAPPED{v10C7NT, SLATSPAN,RANGE t t >a•-r2't: .> lz'—ra't > ra•-V. r aNecs;{war:} _. - 7a1-Sfl. -e - 4 4 1 2. - - >af-trta` 4 1/ 4 172` _... __:._._. .._ .... .W .... 4" 4 1j2' - . QUILD-OUT MOUNT wxe a. SLAT SPAN RANGE > .. E raa CE.9 ( E E F ."... ... Ej, t . . ,L= a E> RMeGELD:wt) l9 , tE E: -E: 6. ¢. 6°..,:s 1f2" ..Q ..... $ 5111- 5._ _ _ 6_ 6" 6" ^"G, 5 tf2 -•{ s rJi s rJ2 1/� 5 s 1 h" s 1/25 1 2' S.to <Jj2 3 3/4- 3'3/G ,- }iGf=s2a: s s 72 $'I V 4 1/2 < 1/2 1j2l4y -- _ _._ 3 _ .4" - 3 E -- - - _. 11r1tstlN, tNrtlt� file. EXPERT 5. ce 13 �4.t f.9r 6Y`Ssr }]6 Cw tYA)S31-y^5 � }.;0✓ .FCORI P . t e.t�<o«�o fl»c c«ai SCHEDULE Vc: Vx FORCES(Lb/PT)&V.y'FORCES.(Lb/FT)ACTING AT JAMBS FOR AN,A.S.D. DESiGN.LOAD:RANGE,SLAT SPA POURED'CONCRETE OR GROUT FILLED CELL CONCRETE BLOCK WALL BUILDINGS (USE MAXMUM VALUE BETWEEN POSii14+E:AND. NEGATIVE A:5:D.:LOAD) 'MAXIMUM a .n._. SLAT SPAN. RANGE DESIGR :PRESSURE 0"-41, > .4.-5' > `- 6" > 6'=7' >:. 7'-9'* 7 RATING` (piff Vx Vy Vx Vy Vx VY ux Vy Vx, Vy Vx Vy r Vy. 3P"o i0', 50 10.. 75 165: 90 238 105. 421 135 594 184 999 240 w - _ .__._. w, _.._ m_ _...._..., _ . _...._. >31-40' 10 80 10 100 385. 120 440 140 398 1 SO 823 244 1,328 320 ?4140 id 120, 2,90, 150' 794 1801 5019 2-10 708.. 274` 1255 3647 1952 48s1 >6.1-80 10. 160 616 200: 7167 24.0 796 2$0 ipo.7 360. 1695 480 2422 640 .:�8,--105 123 21`0 55.0 26,,3 71 T. 315. 1142 3.68 1.372: 473 2009. 591 2492 638 >106-120 313 24-01728 340 881 360 1345- 420' 15,87 , 540 ^2112 640 >121 140` :552 280 9+iF3 35f} 1403 420 1.81,2 490 18f,9: 6341 2039 635 _._._. _1 .._.. - ��.Q >141`-160 73:1 3.20 11842 X00_ 1322 480. 1873 56U i:74C3 640 sLnT�. .I..:.:.W.M,AN .� �KOME SLAT SPAN DEFINITION €T.sit t:eE T ;tsly o�Tri cD�ta�eroR oR PERI MOLDaaToL PIFYTHAT Er STEWS Ru URuEs.. =kc EDTOso oRTV,ati�lrr triWtlPou. sPER uzrrFooT;�sHiiiTEc+r���avaD:��als.; sem: ss�G=r€Gia ux a v S'AWES. uY SIDE' RAIL. r � X -LJ '" ��;stTTlftTli(ttt Vy, c. SQA' `(j`Iv S6, r O �.S'Tt ttL4 tti ,,*.. , jj�""" L[.� Txa,Eif.iCSTfNCk E31f�NfCFiMG:G44PbNY; EXPERT `Si' : j`" 4.f css ar k ser.xa.wor.c..rcYru.u.alar pttu Paz mom:1�„r:.D:�U<: r?c.M'Ce2a51 !�� 4§Y.Fr.Y,A.P0.UT.•>p.L. m.M ammur fry k' 'N.. .Csisc-cr j s+T�?- m=w.a mt SLAT PERFORMANCE CHART'Ibl -& IC l';:LONLY VALID FOR Q1 SUP1 SLAT PERFORMANCE CHART-����{G IIC�:'{ONLY VALID FOR 114"S11P) 't'.ImuSLAT SPAN AND N11 GIVEN A.S.D.C :FAPtAGtYEti{.SA%ilitAX R:SD.DESi,Crk P(iESStRE R,iTiN6(p.4}hilp SfrTTTERf"d'Xr77' aDPPiki FAN FOfi/}CrTYfN NAXI4k11bTk.S D.L+E5(AIMSSURE PATu.G��.q.M1Nhi Sc,c,iTITE{tEiDUNT CCk:DCTipA1 FOR SHUTTERMOUNTINGTYPE FOF lN9TAA2>}Tiq;1StY+b STA4aS,8XRSPER D:TA122BELDW .. INSTAUATIONS:Nk'OVMM BARS PEA MAIL 78ELM AS PER umr CHARTCCHART IZl . CHART IIel P� I,.mu�P 1 rDl HgQT:IlC1mm 412 Wt7W VY!£TEtQIJ PC3UlC ND;mot Am wo UZ,W KV wit.lE1:POE.37tdC""Md'k AIM NIC iVJC& .. L MMM VOW&:1&D, _ ow uUtww PCSiDYC"D. AWD GRADE De ! ait8`6 TAPCONX'ANCHOR. 04.SLAT LM VALM, StIVO TAPCOL XL ANC1iOR ICN:SL'AF LM VAUTE . SPAN" SFIM' . WIx..SUT SPAti wxm.,wt(Te) SPACK or sDN RECWit�D M1lL SLAT IPM, C IRs suvarnQT.Tp;.. PFti£�2{G=0.95} 6C'',. "Lout (ra} IPPo.�o slat aAT;(} ASD L►uX.'(Ti} (Ti) Ta arae sus.( axF +wl etAtc-nUvr mAa cur . wlo szotaa wks' F auab arr. waa aur w,.m+wa Wo:sroPoa:BA4ts; ate; ed :Vm�j : Y�As F�fs S4> N tG}.46} Bs: WWI zcm -0 7QNi (gra} 'MNB:2AN15. tmiD.ZONE PRIK:E Pt:E�FLRwtIH G=0.35 �wFO TSMC.mrmaT . 61 1-3 4. (a7C wm 6) C coma)f'.tr,fily. a 1-3.. iF. '.30.4 •-'10'-0'` �,,.14 D iD'D 8'-f a' ,8'ij2'- 3_Q�O, ,,,. 8'c�' 83" 8`.3 7 3 'S 8.398,x_„q,",,,,,_ . 3RD a, lb'-b". tU G � :iG•p y.•�y .. a ry 8 t;/239A:�. 7"-y' ' ?..9- . . 1` $.._......if8'..,,.._. #17' .7.sT. 7tr D i10,0 IA U 7=d �«. ,b-o Io D T{t a T-o __.,_..�' $ ...." 50.6 ^', •z-,r• � 3` ra ,_G 6.. �,' _ �' $";._..... I,�� ,�/�r�,A�;,�'y 55.0 a+ SD o to o ao' o s=B P - r#.n•�a•__ sso+» � r i r-:s• E + a s rte. �/ c�.v 6'-II s' 8 112* 3j1-... SLAT PERFORMUWC, CkIAR E(ONLY:VAL10 FOR 17$'SLIP) SLAT PERFORMANCE CHART'N tL£SS 7HAAd Tt5'SUP) FOR AMEN MAXSUVMA,S.0 bS,.IC„"i PRESSURC PATINO 1M4 .A.NOSHUrrER MOUNT caNDITM FOR FOR AG1VEH.AS0,DESIGN t"D tp a 11 af5smn T MINTgoNp "tNGLUma I ;, MiSTAt,kAR4T1u,Y2;'OSTOAN!"PERGETNL'2SERDiy .. ANC1tilR T,YPE hNDFARs#:SYA6SA'TfDfdai'w4"iDFEtiiSfift6iTER DE'tAffi?AE1Q'JJ ! i CHART IIIb :. mail '.CHART:RIC I. 51T QTAPC4NXLANCHOR - :, •:.; Lasew6kv rA wainl Rim tt6 MMK . r+ 3 f tw IMAM POMW ASDawsnE &IOTAPCO4 SLA 'Lam vuMD K#iTNSAr hb-im.ACC �. T `. MAT NA1C..SLAT: UK, M SPAN' SPAN. 'tT+a urxvATDm + IJA`flW [! REpiRFD urs 'AR�DlOtT TO 'LAM!07) •Lblft'(FT) r�.. - Am _ � twx n):� ,t.} � TD a±mac 0F:sa(MY tlES�Ti ... etw$-arc :c.-otr crou'l •x,: .. .may i'uero-m;; a ULD-c wla s[cR eWd YR V p - T el: vj + k10-5fOR4t5tiRS (P�`} err tP "Q F" featbdCN 5 'rA aq'mi a d:?{ c vNv: M#a 20 c 10,13= tsa,crtseL tmc a5 (s��Zam T 4 e, xtx a L 3 �: C}ETAIL 1 tEL IACIOP 30.0"s�.. T 6. "7'-e '..c.- g`»7' ;. fi 8". '3” 81`.61. - SS.fI..N ._.. aa0 :.. '�-.:.m.S>S -:s•�"� ._._.e'._8 ."5.tt- - r lT�8r"__ .�S.D'�%+ .-s-cb- a•,.o v AloOVL :ti(?1Chi EI? MT.3:. :3t ASO A 4CF10P SPACING SCHEDL, ._ .,..._. .,... _. _5,::g';,, IS,AVAILABLE fVR-TIHE CG 80.II:..: .fi>,_I. ..»a`_i' ....�. i- � o,. ... G,s 8"- Bb.0 1'd7 MAXIMUM A:S.D.DESIGN L&D.W&OWGRADE-SCHEDULE: f':K'tdt?D GrIl 'HtALf.TO �,t" 5M F G,`E.N UI DINCi9t .�f •vAUD FDR OWr��'&=F1�t�Y31li(40:4&) >E3M LOKI.,I.E3iLa�PNG :--s smallow PRC 02(C-0-16) S#RE O :QPF1IIeaa rit". t rax ww FUi WJUS-M-WIM(G3 a4l&) w rrm Pre#2 P455) r. 121 -+ : ... •*"1%W FDP2%-9xrttrTai.PIE f2'(G"o.•`•5}. 1 - r SPH DERNMON ty: ,FT.ARI,DA$L €. INSTALLATION INTO WOOD FRAME STRUCTURES ' I EXPERT-5 - 1 •a'.•�,"x a'.i` C eit�sL w Y�� nRAGM AGI��MRINS+zrYFait# 16.? Cmw sm.rasiaras?e•^.xr..• SAW "Q`; fA)t�UF :� ».ra res:Jx.un :neh:r1Y�.', fnT'Gros s t:TPLiavc;.t, �'P �} cy-cwsr:� A . 'r IpP DETAIL 2(ELEVATION}. e�T , ::: - _ ift:tFtlitl}},stYtt41Y. . MAX.ANCHOR'S SPACING:SCHEDULt, FORA GIVEN SHUTTER OUNTING TYPE,WOOD GRADE.A.S.D. DESIGN LOAD(Osf)AND SLAT SPAN; RANGE- WALL MOUNT&BUILD-OUT`MOUNT TO 2"x4"WOOO.8TUD WALL MOUNT TO T' "WOOD STUD'WITH-MINIMUM I/"PLYWOOD jSEEDETAIL.l.o4SHEET2b). SEEDETAIL2:O SHEET,M luzwa• SAT SPAN-RWt ... .. SLAT SPAN RANGE .. - GRAD MOOD* YdDOD DRA[?E41104 £, at to'ej,>,r b.S`>S b e >`0 b Y`>Y b s:'>or b m' s 3ti.ts _ SDUFHERfa PIt:I: 2 Ori " SOUTHERN P114E;12- 60 °2 Lo• s' s" � 5" � a 3I4` ecs. s' so (G oa} _ (G UGLAS-FR= DOUGLArR.SOUTH " 30'CV ~ cs- ara• ,t,. 4X14. SPRtICF_PINE-FIR-SOUTH 3f3;Q 5 a 'P€NE-F€2=S t:i 5.;30.FI 6"' 6" 6' s` 6' S a/4" iu-A:36 BUILD-OUT MOUNT TO`2`'x6"WOOD STUD WITH MINIMUM l PLYWOOD (GEE DET4IL2 ON SHEET 20) wx�w SLAT SPAN RANGE WOOD. GRADE d y.' >.d >5 f,Y >G:�'• >7'-4Woo wa '�'` 1tltPtf tr van+i'r WtM v. mem'Wr ux»ty YpMi'r, ua�R r.e icustr°7c E Wleif r. vCenis-r iwuert v SONS!a- SDUTNERti PINE fig.. _10— _b __6 .. E, o' s W 6 �el s _ 6 � ` 1/4 5 14` 60 G s G' b" 6" S" 5,3/4*;5 3111'° a" 4" 3' DOUGLAS-FIR SD,UTH .., G 40. G c" s' S Sj2" .S <12` S s j2" s.j :4 1, 4 112" :t Ri YE FINE-FIR-SOUTH G : G"' b" f" 8^ 11i� nee+�tenrir� MAX, SPAN FQR SLAT FOR p rLaRID.a W.+ GAIN,A.S.D, DESIGN LOAD SHALL NEYD3,Exei:ED OV;. SLAX'SPAN INDICATED ON- RSR SLAT PERCORMANGE CHkRTS �- -r' � 11LIEC(„` ON 20 6tNCtRpSC COA,tNANY .sHIEEr: -- �__•.M :*_ EXPERT SI �' � � T2liT-T( ON dK[M LL�� ,ter wa as�x+ a+ Sx sx:rawrw.wzcn;n;a+cr 1629 L�r'�c fit.- OR1� Via: oklo tun N,pc.. - TABLE 3 MAX.ALLOWABLE STORM BAR SPAN:(ft),FOR A GIVEN A.S.D.DESIGN: LOAD(p.s f),&A-OIVEN$fiORM'BAR SPACING(ft).•" � D STORM BAR::SPACING (FT.) ossstr�sl- PRiMIiRE MING 2' 1667' 3' 3.5" 4.' 4.5' 5' 5 5' 6' 6..667' 9R T1—t3 Yt'_p" 11, () #' 0 11 0" #l :fi" 11 0" 35,0: THIS REGION IS ONLY _. _.._. _ _.< vq t OR MORE.5TORI t t'-0 t 1 0; t'1,-0" y 1 r0,t. ^11'-0" 1.1-0". 11-0" ".. 1-0' t 1 t? .._.._ 40.0: 11 =0. 1'1'-G." 17':-0 . 11'=0" Il'-o'. 1 t'�-0 1:i _;p : t#' p" IIp' 1.y, 11'-=0" t t'-�t}." t 1'-0" 1:1"'-:0.'� Ir-o' 50.0`. 111-0," 11 0° 11-'0". 1 t -G", l l d", l l 0- 11 i'ft' 11 tt" `t 1'-fl" 11." Cr'a ��TMIS REGSON,'ts ONLY .,_. _ _.... _.- _ ^__ _, _ _ W f 2'OR MORE ]76RN 55.0 1 1`-0'' 11, 0" #i'-0" f l%-O' 11�-0 1�'-0" ,I f s-0" 11'-{3"' 11'-0" 1't'-0" • �..:._.._ . .: 60.0 11*.-. oi 1 0" : r=0 i 1:_0 11 . " t?" t'-L 41'-C}" t t" :b" i.1-o" t t' 0" ' - 75s0` i.;'-4" i.:1,-.0' l.l''-G" i i.:_0« 11,_p;,: 11. D" _,���-0,. 91�-0. -_ - .0 _. __ �.._ _ ........ G" 11 -0". 11 or 1#' R` 1 V-0-, 'f 1' 0 .10 G #1'-O l V-0 11 0" 100.4D" - 105iq - 1:10.0 1t`-0" 13'-0" 11: G" _....._... ...... 1.1'=0 i1 0" 120»0 - 525 11 t0'-..10 140.0 11'-0" IT 0 iI - 1,.5.0 _1:N=C1" ll'—( -O"" 160:07. r*# MEL+ UREA IN I?»ETWEEN, CENTER.1IPJES K3F STORM BRf{5.SN t�ptrnnnyr+Cv� rtfst#roa:Na 4 ._..F££ ;ORd FRO TSP OF',Slt7E R14L TO.CENTER.{1F STORt# BAt2 �4��'4 •.;; J�y4 c.aas Trxee nc. IM EC 0rr�c,b T `EXPERT S f,t.UT TMUG .'Cl+CMCLprNfy CO+aDu.'r: um I GT6 ✓ C STA..IE o Ysa 6Z%IDa•tom 'lrti1�A:'�alir>,0.L, tl�i*llttlt#tir{llfi�t*t` TABLE'2. TABLE!3 REOUIREMENt S FOR STORM BAR CONNECTION:WCONCRETE TOP'AND BOTTOM PER-, REQUIREMENTS FOR.ST60M BAR CONNECTION TC SECTION-S-S.(SHEE'f 9):FOR A"GIVEN ASD.DESIGN LOAD.(P s&l&STORM BAR SPACINGS(R) SECTION S1-S9'(SHEET 9)`FOR A GIVEN A.&D.DESIGN I STORfl113AR SPACf(YG"a"Is7}. Astec STOR+S.BAR SPACING gemr 2` 268T• 3`' 35' 4. 4:5' S' 5.5' 6' 6.B67•' 2` 2;687' 3' 3.5' 4' 44 30.0, �A.SXO: „_A6C,q A$,CA.� -A,„rn,C�j7.. A83%o_ .A., BzC.4.,-.�...%c:D. A�,_0A0,,,;,,wA;n.C,,,�,4 A.$.Cq' �.JQA. A.&C:D A"aC -A'B_C,D n.C,D tiarC Aqx< ;A Sr„tC 6° ,A$C.D „-A;.B C D, „„J+:B,C.t}- A.n,Gz4.:. A$•OIL, _A,n«C,p F:B.0 C k,$,C.Q _.MAC` :- SS:4. A.n.D .A;.£i c:0 .A�,$.6;U ,�t3.C:0 M$,C U. A.B. +OA A$CG :A9Cq aascD ft$G0 6:tD . A8C,O C.0 A,$..gLc W._.AWC.4 baa ascn A$;ca se:D _+,sc-q ae.G, __ Vis, 450. �ABCCA6C.0 �AEC4 '-A8C,4- AB.CU". 'ARCA -A:$C'+ A$, D C _ .... .:.,,_,_,s�,.:_ .=-,. .-•�,•»s M�w-.-„.�_.._ _._�.�'z_.....k _4dA A$:G,D, A,&C.n A:n.G 4 An C ,A:n.G ��An. An.0 D A$CL4 "C 4 $ IL-_ "A$CD, - A B C$` A6 4. AB,C 4 : R$^-4 AB:C ." ...�. '.._ ."-.•..•.'». . SAD: ?4.� _......1.,a... ...._eC ..: 50.0 A$.C,D.. .�B.iCi,.. 9C.4 950 :n.E,C D MAD A C U �A$C 4 A B G,i3 A:B G D AB:C.D: A B.C,4 v ARC— A. RC ..-.�.�.._._... _.._tee.. .s .............. +.4,........e._.,.M . ffiRO' 7kB.C:4 A$.0 4 li:$.C,4 A4.C.£T• A$C D D,C if. AB;C tl _.-A$t5 $C R;B C .._.. ... ..._,... !Y.. .....�,.,.s a,,,,.�,;aa.��.—..�.......x..:.;... "0, A.9Cp.. _-d_y,$,,G $.0 ..._.. ».».......A.� ... A 0S O 0&0 _A.$.G�D: BwC ff:•._dY$,G 0 fyB.0 4 ¢$.0 tt4 T A,6 j. AAC An.0 A$4 A' ?. TOA :AB.CA. A.n.CA A.$,.aC.D AB.CAA.9.C:4` A;$C'... AB,C twU.C' B i=_ ..<....� .�.�. .....m»d.,, -._ ..-_..:..........,.. ".7Q0.. A£aC:4 AFS;C A$- A. A A. A6sCr.D aC_.�. ..;<,,..sAB .,_.A. Sp,O, •...Ad3.C�z4-,: 9C0. ,.:A$.C.4...:A.$.C.4 ts9C; fti0, -ii$.0 A" _..,..W k .A. ...�..-_-'..«. 850 An G — Aac ' $,CA �S,C }l$.0 $,C- ~' A A AA —'...", - ....__.,As.,.......»_.. .., ........ ..:00.0 kipx BC.D ._.ABCR 'AB.CD nG. AnC AB A A A - A w._.........,. ......._.,.......>._,»....•.. ...._._ -g....,,...... . .W._..M__.�.. .AnGU AnCO, A$.G SBC A. R ,..-._..� L._ �� __............ ....z_a_e_.. ,. ...._-_.._.....�_,...:: 100.0 AB.0 A. iDSA. ABC 4 $CAAB.0 'A.B ':A$ ._ A A' A. A' A ...»........... -.».;... >....,._..., ltOA -AEG6, BC6 AEG $G .A .A .A: A. :A"- .d -.....__ �.,.....,...-.._.......-...m . .........._.....�.....--Ki:._..._....... .......,..:�.,. .. ..:..... ........_....,.. .,,.�..:....,..._ ..__..:........._.._.. _...._,.,.,,.,.....,....... '5140 R �A: R A 1150 $_CD' Cp°,,, BC'.�..• n.G; .A. .:.A _ A�. .A A. :A .,..»�IMO_...^,„,....,.._.._ ....._�_».»,_.._,. .A$C 9t - n.$ --A" m.._ -..»..,.A A ...'A.._.._... 'A 'A. 124.0 A A. - A -_ _........ M._ ,..,._ .. _... A. A 125.0 -..A _A' k..._... A A A ^A a A _....... ._.. _...... ..._ ,._ ..,w.„ .� .v..,.,... A- ..... A' A •A. 134A.;.»,...,...fi_.w m_t t:..._... :.._,,, ... ,..._,.,..».. 140,0. A,0 CaD_.: $ ..:......:...A i�, fi ......_.,.. ""».....,. 4AA0 w�. i+iB 9' :A9 C,D :..A$-C h.E A A _. A ._... .'k _A; A. - '...-. �_..��. ...,_...•..,.,....._... -._... .... .. 145.0 A A A 1500 +'•..,,'.3C D �.._3'a� :s._. A .,._...A -x A A^ A" 2004 A. tsco " nB:G AB. .. A a A —Rico :7..,_,„..____,...;._.....w_;._. ..�...._,,..,.. ,...::..._.,__.._.M....._..�»�..�».......;. _..�.,._-_. 159.0 _ ANCHORS TYPE'LEGEt.O. A 8/8• 'CAR861Q�STEL.-*VIK-,BOLT TZ. UPANSON u4r.kR w/z-T/2`Mia, EidB£DMENT*_k;$"^Miis, TNiwK PCt41tiED' GCtYCRETi»(f`� Osij 1/9'P©'INEP,S CALK-tN ANCHORS. I-v t,^t/4 Win.:£MB£DMEW, stt.POURED CCM,RE E (i`q =, ,DDD:vss) a a/s'n eB C 1/4`¢x3/4'ALL POINTS SOLIDS-SE{ A,146110Ft wJ 7/e` Men, EM.oEbl,+EisT*-TG POiiRED cot4cR£TE�(#c -3fl3D'p` ) & `*``��ti' tlis»trtritl i/4 a=2De i8-8 STAENIESS:wTUL MACHt1,E FLORiCA:.St SCREYdS .. . .` P +r carr s tc^fco wc. D 5/16*o:tn,/BVICEX TAFCON ANVf Q":Wl �' ` �,�I`i N�'•+r vff�' u±.,mm+: .. 2 i/3EMHLNS'k "Mie DME :TC?'it umb CONCRETE(iC•.= Sas PgF} ? t '_=?` 1L: EGA 7 . PERT S a • +-+, ,b �, nay[ [S17nC A tfmGuif e(nNC COHCat1'k' .L..+' '76• .na r.:.snn. c.:c�.wccwx<srsir,s,u xup'.. �t�2t :£b18EBNENT iS::.BEYQNI}..ANG PU60R OEiLIhfG FltiiSH ,STA .I?r " tircaQaa€ t`„�' *04 �• �` MISTF. i4•.!d/P k..D r< ,n.:... .ptt.max C's 8 .«tbt +e•em . .. :ltlrlt(ti1i1111tttt. SCHEDULE 16. FLOOR TO"CEI!ING(TTRAPPED)MOUNTING SCHEDULE'A MAX.SPAN(f1)FOR END AND INTERIOR`IdIULLIONS FOR AGIVEN WALL MOUNTI A.S.D.DESIGN PRESSURE F7ATING10 s.f.), A MAX.MULLION, MAXI SPAN(FTI FOR END AND INTERIOR. SPACING"iftS' DESIGN PRESSURE RATING(P.S•F.),&A MAXIMUM MULLION SPAN tFt). MAXII A= m4mmttvL tanttut '4".W6 1/4'MULLION, Cal 4-.87.014'MULLION G2.4'xrxW'TMGK(,WFlANOE)►ACJiUL�1 @G 4' XIWMULLIONcq VMS= SPACM" OfCEN7AJ4GN fi. "oRIENTAtiCRX. 2(�)�'.fiam ORt6NT1.P,ON 1 1 t*tj DUWATODN f2(0) ORIDISAnCN 1 jf-QFXi An0N:f2'D) 'tRt•< :CMNSAP64'It I#t I 4ROfTAAGC."f2-iB t OKWATWO ,.`. ENDz I NIX ttlO,Q:' C0 V17Mt{Ftt :END - $tiERw., 'FJtO� -: NSE3b0R:� END .. ,CRD -SkiTMR�.. � .€AtEr �IKfCR70R. Elilk��:..., 447AIDR: Ef.O : .3tT.0 1U'-G" "J'-10` .fi=8• .. .T'-3' ,12•-tl'. ..._8."t-. IG'-T: d',-8' 1Y-6... :8`-S 7-G' �t2'-6' 3" -- - :7'-F4'' :II-8• _T-3•, 12•-4•.. ,,,�9,a• .'SSA 25-0 7'-#•-. .g;.jv 6•;,g... St"gig':.. _aux ...14' 0 ?'-•J• 52 6 ... g•�t,^ "G'-71' k2=6' ,�A 2G`-0 a.,.T'=i' 9•-3_ , 6.,g.. 1k',�' 8,-a_. aOA'-: .20'-G•. 6"-10' 0'-10" 6.=a' SG'../i" .LC..t• 8'-'7' Y-3 12 6.. 8 5 n.• �tY",�6". 45.0,:..TQ'-0• 6%-6•. H.-G... 6'-•G•.. t0«y' ."'T-$ .;,.,9'^,k G'-�tt t`e 6:: .T,dil• 6,».2•, X2'-£' ",i5A'� -2tl'-0 _G 8 8'-6' 6'-5' tSY=9` Y;S'_,. " 6�0 "y•.Z" 0+'T C•Q^. 4' ti Y a Brtt 6 J 12 g 9'-.t" 5 t1' :50.G 10--Q E`-II` 8»2' b'-D' 1G=2' 7-4 "" 11..�35•.- a-4 ��S-6 &'-7 fi-. 12:4. 6'-$' �.*x 7` k2-6 SSAT �2+}{'-0 -ti' J'-•tt'" .,-9' 3`-to 60A ^Y9'-3 ,_..,3..?.:.,.,.. Y-9' 5 6 8 8'". $ a y8'-6 6-? ,t2 Q,,;, 6"t, 3•-6`:.-`t3'�6" 40A YO'�8 x:-9'-.'1-F 4 5•-y'. aS•-F9.56 W6' 4`5� 6 52't ilii t5'�4 5"-SS._..,.^...9.. 8'.9.,.., ..,«ti,.lq.: 6 7 9 9` .- 8-2 tt'-5` G.-� S-6 1 „x,«•0 5,,,"-,,,,�g" YT^ 5-t:�•.•,-9,--} - 6-10' . :Ay_Z". 5'-t0' 7 7'. b-3' 7-4' 3- :.#'r.'-S�^' 80A t{-2 5=50 T'�_... 5»......»�5•. . 8-3' fi 14mm W,0 15 3' 5'-tfY: '.J Tr_. 5 G' 2 9`�µgig �='@ 6:4` ft`-5" 4'+3' S 8 �" -{2 7 010 7,3-5 5"-ltY _ -7 5^f'-- :8 3� G tt•. f00.fi - t7'-0w».. :S'«il' ;J'«.1• : 5. :3 g:.^..::6.6. : .:0 - 5-4 tk'-5' 6.�-6• _A:_ 2-:t._».. iQ0,0 t2�-9 S"--tt' t06A -12'dz . -�B'-•0` 7 7 V-7^ .7 9 ..0 7• 2 R 4-5 5{ 9 0'- 6 4 12 3 1RS.0 .12-2 6--0'. T 7'_p 110.0 11'-• ..,..,._...:.......,... «.«. ..^,.»? 6 Y 5 6 7-9 _ 6 $ ):.g G:t4. ii 5' G-6 5-tB" 12 3 : .FtOA .t l'- If;-: -,: 6 +3 7.9 @:? lf'..g• "w-....��_S ....,.M,.:»..6y.,.tt 12 3 1iS0 ti`-t C-Y' ?':?• ...�:....`�' 9 Y_- ....7�-2.._. 1200 IfY 8 6'-1' 7«8' C Ir _ 8`50 0 t23 1�0 . 10%,6* 5 t• . 7-Q' S 0 9 %' -1 11-Ii 6mOA, S-tG' T g :7 Q ,7. g8t8 !.-,5: 7'-0' %.. .-t2 3. :170.0 9-1C 8'.;.}' ?'-F' $^50YD ..,J 2: ?`-t0 6'-k0� FS•�5•. J'-3, 6.2 - 2-3 :..1SB.QJ 76 0Z 7' 5 k` � Y-9 ?'«a 15._5.,.-..."....... �.6«.7'. .r'-tl'' b'-^2.. ' .?_7' ., Y-fl"-^ Z'::2'� 75'-5`. y'_7' G'�6', 77`.:3: .:.kCb:O .g,•«0'. ..tl.,»3':. 9',.(3' G•,,,2• g v^3'"-' J•-0, `MAXIMUM MULLION SPACING:SHALL 6E:SUCH THAT`MAX ALLOWABLE„SLAT SPAN FO.R THAT'A S.D.DESIGN P6 T MULLION ORIENTTATION.IS,AS SEEN FRO THE OUMIOE(EXTERIOR).OF PRODUCT, rnEND MULLION IN,RiC1R F1.00DA 5U # I € tItILLiOV LL`�tYpttttt�ftjireyr :.,...� � �"- I � :` �,� •�{+� t/,yy� c�GSr tatrro;uc:. C MULLION SWING:"" tt ""N 1 �. �`G'" I w O�tda: Yd ,s tuuY kcsnnc cnc uctR$c caOPu r EXPERT SI �'" `fV�,'' eat nnwa sa s ,lam rra;5uauect5�r5 uua tF2E 'L�j�'• � ". rues sxs.at tas.. 5 x.tta5:-7tk. +SGfE: 1ORI0f+ :.. w».w . - SCNE'OOLE 1b .. SCHEDULE 26 'moogtt3 C£Ohr,tTR1iPP£61 tt'U4tIN6€JtJ.$PAN till FOR END AND INTERIOR.MVLIJONS FOR A(3N£N: "WALL MOUTffl?4 M 5PAN iFTY DR ENDAN0 INTERCO) A.S:D-0EMGNPRESSURE.RATING(@s.l).&.A}2'-SMA%--MULLION'SPACING}fti' ' GES7Gti PRE55URE RATING(PS P1,8'A12'4r MAX MAXIMUM MULLION SPAN(}T) m"IMUM t ilfa _ A&W 7 4x6}(})4 MULLIOFd G7 4'7 87ci74'MULLION G2 A'x7 xtk'THICK{)$F AdYs MJE[KNi g4G}4W x1,/4°MULMON Gi 47(6 Aesm Railb 00'. kI:•' 4RIOIAT"-ii O@ ,011+4+7 { )l OKMATroM t iif OWWA7latt-i2.( ). gDOfAW4 i oEEEx,A?p.+7ir �a.. ��„ WdDrAIM t,�tit 4Rtl}nAIV4: 2•C ) t D,'i} :SNSEfabit CND... .k+sEfflWR':: ..LND ilitEtaDR. .,..Opts.., .stf7SWaF 07:1 Eftts" iNltSi (F—ElI—i I( T 17' A2 } -b,..C.,N,.„.. s2`6 ..:.....;7D -F" s2:^L,. 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