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Home My WebLink AboutPRODUCT APPROVAL SHUTTERS ROLL-UP � x�� t •i ".sMil 1Q1 3 .SCiS Home i ,.ng In Wer Re-gistratrett Nat-Topics ( submit s-ercharge ! stets a racts.} Publications.; contact us I scm site map t.ibVeS 3 search 7. USER:Public us aRr-ad Dct nJPITrOV:71 - - File `i./® ' ier Copy pgYaiFt riu s ys-jw,o� cr,4,rs4i a`ioc>'� ,;;,t +icraliLxn l.�nG>Aj, licarionDatbit l� ro F IEVVE® rw FL., FL12246-R5 J �® CODE COMPLIANCE Type Revls Code Version C2020 ��■ S Application.Status Approves`e � `IE o 9B.0CC.1?rP/T2Y-f Comments Archived Product Manufacturer Expert Shutter Services,Inc, Address/PhonaiEmail 1626 SW Biltrnore ST Port St. Lucie,FL 34984 (772)871-1915 Ext 106 callexpert@aoi.com AULhorized Signature Michael Heissenberg callexpert@ael.corn Technical Representative Mirhael Heissenberg A.idr:ess/ohcnWEmail 1626 SW Sittmore St Fort St Lucie,'FL 34984 (772)271I.-10,15 Ext 106 CaflExpert@aoLcons° Qtjality Assurance Representative Michael Heissenberc0, Address/Phone/Email 1576 SW Hilmore St Port St Lucie,FL 34984 (772)871-19.15 Ext 106 Category.. Shutters Subcategory Roll-Up :.cis;Pi'sance 14ethar Evaluation Report from a Florida'Registered Architectora Licensed F14i0a,; Professional Engineer Evaluation Report-Hardcopy Received Florida EncY.ier or rtirchitect Name who developed,the Walt i-A.-f iilit 7r., R.E. :Evaluation Report Florida License PE-441E7 Quality Assurance:Eniity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2021 V31id ted By John e'V.l:nezevich:PE, Validation Checklist.-Hardcopy Received Certificate of Independence '1112 46 pu; CO C4I.Drwg?S-p(j4,P�f Reforenced Standard and Year(of�Standard) ?r;n-r Year M—: M F;-1996 2012 , TAS 201 1994 ' S 202 1994 1P,S 1103 1994 E�plealence of Prcduc't Standards, Celtified B Sections from.rha..Code 'Product Approval..Method Method 2 Option D Date Submitted 08104/2,520 Rate Validated 08/19/2020 Date Pending Fdr Approval 08/19/2020 Dime Approved 10/13/2020 Summary of Produces ---------- I FL f4adel,Number or Name J.0eicription 12246.1 Nautilus Rolling Shutter Systcm. i Extruded aluminum Nautilus Rolling Shutter 5ystetn .av-. ..........., ......__... ... ...... .., ._...- a..........._.... - �......_,�..�.�........ Limits of Use Installation'Instructions Approved for use"in HVHZ:No EL 2246 R5 II Expert Sht}tter_PEO Orll9 20-054�d , a Approved for asa autside HVH2:'Yes i Verified By:Walter A.TOR Jr., P-E. PE 44167, Fr:ipact Resistant:Yes Created by Independent Third Party:Yes Design Pressure +160/-160 !Evaluation Reports Other:State Missile Level '0"wind zones 1,.2,3 and 4(basic FL 1,j Ar R5.AE Exaan Shutter PER€ywo 20 tf&4';rxlf 'p t rcctioe)only):t tz sure rating: +30;30,p.s.f.at 20'-0"span Created by independent Third Party:Yes (wall mounted)and'+160,-160 p.s.L at 8'-0"span(wall tmounted)with 112"slip:Sae sheets 15, 16 and 2Li for additional pressures and'spans. fiorl�c-M r 2601 NOW"R rl R<.s,� iltah—a";:pi..W.,NR Phone;tk"0 487-1874 The Smte.of Norida,is an AA,,`ECO-emplyyer.a2g-yrjg' .6 7 n-1,1.s of flcrid:t.:: -Statgmon,;;;.Accesohility S•4wmeMt.;:.Roillrid;statrment - .Sider Flo:id ILW &mall vu lnmeT ar3'puClic.records:If you do not want lcur e�maii sdoress-released in response to a pubEtc-records requost do i£4G3Od etec((q-iC melt to-tbiy enti. .lnitda tnr ad.ihe office.by phone or by,tradittonal mail_If you crave any questions,please contact 450.457-1395,*Purspani to_keetior-4S5.2Y§�lj _ ,Florida stxtut ,eiiective octeber i 012,licensees licensed under ch is r 45s,F.S.mast provide the Oezlarttrrent with an email address.lf they hiMa Oise?ha e"Il provided rray be used.for official cammuuicabiln Milt the.11censp-e;1fti er eina:i a ddr_sses are public record"If•yo4 do not tvtsh iasuppl)?a persanoC:addressrpieasg _ ¢rt'widn thJ Oepattmant-with an einaii eddies§&hich can be made awl,abio to tlra ri ii-.re.determ'nie if you lim a licensee under Chaater��55„Fa^yptitascf Product Approval Accepts:. - .. lay�10—M IF- �{e � r L� st'1y GLEN � NQTEBd `e.'ANCHORS SWLL BE ttuTjuLED FaLlawu4D ALL QF'THE RECOIdME17tUY1fONS;AHD seed noris:af u i i!s'iiA i�ciiiTr£x. ,..... .� ' 9.'ANCHORS.RE33�1IRED FOR STORM BAFis'CONKECITONS'SWiCL 13E"AS ST;EfIF1tD ON APPL90LE.S$CTI09S SHOWN:.ON;SHEEP'9,. 1.t:(AUFIU7S R0111N6 SHUITF3F.SYSIEl1'SHOVdH ON'1HLS jT EVIL J.D�ULtFM'((P.F ,Y S.:BEEN VERIFIED f0R COtJPL14SICE.tti.AC{XIRDANCE WITH.THEP2O2D(Ith EDITIONOF THE FIORIM IDILDINO'CODE. -3 8 6x1 1Jd`CAI:IC=WS L1ANU(°ACHlREO BY DEWILY. INC. N;"LUS FuwmG SHUTp7i s(STG4 SHALL NOT BE tWAZLVID AT 1AGri 1T:LIXXt1'HJRRICANE ZO:i:.�'(6tfARR�..OADc, -1%4ix3j4"SOFdY�-SET WJ3UFACiVFLFU 9�f d,A.L POq.T..,INC, JiU20T4ARD COUNTIES). 3Jfs-D KM BOLT TZ'MANUFACTURED By H3:TT;ING: FILLfGN lNft)LOADS:i'A.L.&E Mf@Ridimc'AS F^ER Sf;,wFi fbv?D OF THE Dw's miam7CNLU CtTm -K/16.0 TAPOON 6WaJF1--nWD 6Y,NW BU;LDFX.INC 0 ur JC.'^ -' t £4 UTTERS L RE .7:;etien .i r y Cfi ttrY »::?z r -t.::.,:,,c.A ! rtyt iti !L1T•..:.a .ffOER 2U2O PFSC It:T::e:J:f EC.;E LT....t. •U`"`:AOitf^^.`0 2 4.,J:'E -"T.:=a'iC h`fHORS SW,:L BE+wS i":iD'.�.5iv eeLO'if OR AT zL1U`h:M?:R'.�NEO Cft!'FT. :470%ALL NOT E7(CFEU IM 4 V.JJw (A.4.O.)OC110N HbCSW,,E,FA'dL(QS a O:CATED ON SHEETS 15 THRU 18&10 IS10 26. EOOE DS7A4CE k!V VJB&D.CNtTS An BEYOND AN FINISH VATERC.L, EMBOMENIF' 11 CIZ',M 10 VFkff% TIE '-='7JE OaNDIT1,0N, JLTIIWe.DESMN WiNu LM43 DETERMINE()PER ASCE 7-16 GROUT rILL-D OR Sft'1L K FIRST R OJ cu Y7 lks.01.DESa.N W;4 L kkTTL& H'.d.T{PLYtY THEM FSf 0.8 IN CROCR TO ANCHOR VIACII:C* :D0-. EDGE DITANCE 0 100a CONCRETE CONCRETE BLOCK 10 COMPARE T{t c V.'/ (kS D)Or.:3.GN PFE$SIjRt R1i1F*S WDiAFLD 04 SfftM 16 TtRU Ib&2,THAd 26. 3/Ei"0X1 11•1,(:At}:-IN 3 3/4' 4 1/2- 1 1/4'(3n* poi) NIOT AILCWEO IN,ORDER 0 .1 P Tt iT C L.}ut.SdT�AND A ^�Gt- O. �i P U.AS'TE'SIED T DI,,TTDT OtTR S'",E Sm' 1/a d.t3J" :MUD-SET 3" 3" t/B'(3000 psTj Nffi'AILOiYED l 33 111 ttm, J s..Iv-HE Sias FOR WIN-D t.,. SL.;iC?i fJ5£D iN THETR MlA_t'a5. FA3TClFRS 3/3C Y'Yw':MOLT T4 9' .. w 1/2'(30W pYT) WT ALLOWED L SPALMOS TO MOD HAVE SEEN DETDIMCq,-D IN ACCOMANCF,W"if N,D:S, 201& 5/15 0 !APGON XL 3 3/-1' 3 1/8' 2 ./4'(2899 Pa?) NOT ALLOWED FGt_N. t Yr.: 4-1'-fCLK;RES-STA.rs f:.S D---w VtIiSD to F p.LORI;wl'E. W t,11 7 1S O S CF ifSE dFE it Y1t•�fV37 L`OE h5 kttF LAND TEST ftb Ur SCi]ft{ :D.;;tetC.�?.P.'4.n'F.0 FOR 6'.uE�t>•LG:;\CTt''.::3 5:-LL .hS SF£CITYY 0!7 nPPl:CA4s.{_S.cGT:OtiS SfSO'tiN ON Sf;EE1`.' iO, FLOR.1u a ORT g 10"DO' OE r:5 PER ASTTJ E 9 a r.1Es6 ANO E 3.50.5TAd70RRD5,OUASTFT^iC+� iG•L 14 TIA, 12, t2A 13& 13A 4sTn_,.AI%NS'- tr.4D S8,FS I. '-, 3 F: 4, HFSS_r T c D t.1.0 ONtY APPLICA9tS'TO BA'S1C PROTECTION _^rt1K BO1,T it EXPANSION ANCHOR MANUFACTURED 9Y H;iTt.[tiG. ^tz;f..L!A1,ONS,A, �E,u J N..ECTIONS 6.2.1.t.3.?.:r.AND 6.3 CY ASTM E 1390 SEC SHEETS IV r•20 -1{y7S-..H CHEW XPANSI ►IA ANCHOR MAN FA TURFKLTL INC FOR ADDlTFONk.tNRT 7!CNS: -WEDGE-SOLY ANCHOR MANUFACTURED 13Y DEWALT,INC. '�.i„• A'�'L;i!:u:J L...,.._...n� _.v._._i. V.53-i6:','L•:.+(I:JLL3s O:HcRsi-_ I--T17':J,a.< `TIP;I ie NIMUM CAGE Gi5TA-1-L Al*S^nCF:€C FOF ABUkE._.NTIO,VEL''A%tHCiS Ski-1L PE AS GYD=TED BELOW OR AT AE,CW MENTIONED SH--T. i-• EDGE DISTANCE AND r VET. AIL.ITS ARE BEYOND ANY FINISH WEITA- £MBED4tEliT� 100: IA,ALL STIZiN imARID (EXCEPT E 10 RLTE7{LZ TRE-N i }_TO B SIONItRES RESISTANT COATED D AR SERIES LWMI..AS 50 Wf L YTEW S FB SD.. L°,EDT YfN"r. S!fU,-,Iff t9'rlS S ty';A S V.L CT3 oLY WN'FLORIDA_AS PER ON GROUT FILLED'OR COOL +......I3.5.A.se"E7(5G2E"r�l.L:."tJ;:,C;VnfD$:'€.1 DI.gwJC z SF:4LL.r0}tnLY t5'/ LOFi t3U:LD'YC ANCHOR SPAokl;°.S SODS EDGE.DISTANCE O I= CONCRETE CONCRETE FLOCK CODE-ECRCN 2411.3.3.4, 3/4.a MIN ow 27' 9' 4 3/4'(-"DO Ps1) NOT ALLOY-_D S.DOISS TO BE AS1,ki A-:i07.VALVA!ZED rift AJSi 304 OR 315 SSkFS STAJNLESS STEEL r+1fH 36 ksi MINIMUM i/2'C t.1FTN:,$0'nT°a 22 1/2- 7 1/2' 3 1/4"(3000 PSI) NOT ALLOWED YIELD STRENGTH. 3/8'a xvf'pc".7 T 6- 4-1jW 2'(3000 PSI) NOT ALLMED 3/8'd IiG.P�4$'SEW 4' S 2-(3000 PSI) NOT ALL015;.D 6.NAUIR.US ROU"SfAiVTIER V67E f SLAPS U.S. PATENTS 06,095.225 AND#7.401;,MU 3/8-A WEfXtZ 8- 4 1/2" 4 1/2' 2 1/2'(3OC"D PSr) NOT ALLOWED ANCWR`a TO WALL FOR D SIDE RAIL SHALL B AS FLYJAHS: i/2"C FN.S-1t SXSL�I fIlA 91T 6' 6' 3'rw P51) 907 AS1I3'NED ;r V. $/8'.T IW N Ni WIM AT 7 1/2' 7 1/2- 2 1/2-(woo PSI) NOT ALLOWED a m R PC CG + 7. C07 PR.F.SSPIE STR£N'OTF!. WE IIN f 1LLAT'it NTRkC f0 4 jS I0 5EA_,/C;WLX ALL rR0ZVCT C Mi-INENT EDGES MCH REMAIN IN r.OI11iNif0U5 CONTACT Wtiif THE DT;ID'a•JC -5/16 0 TAPCON XL M"tfGRS AS IvMUFACTLREO BY aW BUILDEX,M, TO PREVENT 01I,1 RXN I',TRUStO i CAULK AND SEAL PRODUCT TRACKS ALL AROUND.NLL LEHG7N. ds K EcJll t A.4v nR2 A. rW Fl1LT7,iNC i ill-Yr S iT n s t H V PX'wtA 1 Et s WE SOUfVIIESS 0"`IM SS?.fG"UR *HIRE PROD V".0 IS-TO BE ATtACIIM TO iS F- :i ca r C:>:. )r t1-n"�' x.t E1"E Q_r,, t,? 'itM1,.'v "PANIC rIwI.bfNGS. A. a 2aJff EIa:Dre�vr LNrc JR v C.?VCREiE:+t'MLL Qa -� ^ r , t �. ..• ^.UC^0 '-t-_ CG'r..a, t. c PA10 OF THE C�7:tY'J LMUE bV T:I. r: TG4uc.fv h M.a _L COsa_, '4:I tit._b.,;:.C..,..tTLs, IN F.:TS[.hihWjN.t>PLUS.k'('c.,LDI?FO fA,L ZORN",F.'FGUTAT ONS PROLIDET� {I\tf,Y r t•r, ET;"tt Z 4�i»�. IO�I TAiEfIF PERMIT IS APPLIED 10, .Y T!a 19iCX(L. )IM10 POURED GCTICti;eT_ TALL&-' +4 FOR I6 v T,PCJ� Xt.?NG:�:'.6 G:4'F OR „?B'a ✓1K BOLT 3 ANCCXCPS.EDGE DiS1ANUC C,BEYOND to LIFTIAO fd 'NANI M NOT PART cP I`HS AT"Pib'�YAI. i t �{ .AT'T-n. .a u .zr ut� `' nl -E F F'n.c„) 1 .S £:;.�rl..h.. .;EfaG A-. d r fl'?;FrID #J?ti,+.;lvN Cwis Z;L SC rPC ci'ti CCT'i.. WHERE ST A.,. S.. Iil..T FFE.CA'V' ,Ot Rf:.- C3 :+w a OR =K RAhE.S.'ANri Y OR pR4Efi BE FOUND GN C[ti„T&d1 OxNWE p"OU 1tiG A K ^`: C -t. 4'4!_ t.. ....s.-Eu..UGH TO RVf'.H rt-._ L-AIN STT4XTURE ELHWIs c fCh pmas Y (G}.,0{ .F.T,?,2 dC '.A.a D,.t T M L-iT.L`TiU.'1, r r.GJ�C A':1 in TA�tnf R:. t"L...W_ c4`i'rY .Taus PRODUCT. EASED Gt' 0.16 fRiz Q}Yb Ek1511NG CP.OtfT FILLED CET:. CONCRETE EN.Op(WALL'AST\+.C-96 GO pf"-A`iOYG az a fL,.,d ji,,(�P.r`t ;7E., df 1tt..com':i% DE'fN.EG DN TJ1:S 00CUM ONSTRUZTCV9 53 tT.AT SITE IS THE ( CON"ftdCTOR•5 RfSFON�rtx`Yl: -6/1d-L TAPCON XL ANCffORS.A6 WNUFACTUREO BY MI SU{LOEX.IH:. TkIs-Pi%b..WIL.BE.�.C(.ODERE:Ct,&VA.D f!".ALUERI:O'Uti`AW MEANS;: . 8.1) 1- WU7u CMt^EU�:'ct7T DF 5/;6% TAF'COIII XL A4V'D.,,, INTO TH:OP.C.IT FILLED cm.Cn.CF:ETE RLOV, ,,d)�li`E SPECIFlG Fo'eJEa'S SHALL RE PP PARED,.B'f A' RIaA RE.=VRED Ef CVUR OR'ARCfa IECT WTitGH WL"L BET:(1;+cE.:TNC ENGINEER OF fJN!T<HAU, :E 2 f/a I),' 5YL'CCO SI+•L'L 11C CONW).Rr1Y AS PART OF INC.REOUtR1'P EMTIED!L'._fNY, r."eRD(EAR)}F R Tit rf7pU Cl A.J Wiio''ALL 9E RESF:w'k1...,'I6'.c.F.'C'is 1!iE PRUPER U5E.QF TFic P.E.O.'Er.'t,MEM- OF RECORD. ACTING AS .... A.CELiGATLU E1tC+ 1 TO INC."',F..D.fikGtNEcRr 5WaL_'.S7tUL?rj}O 7yfS,1 TTER TBt"Sac S`('r,,T.'ritC OftAWIN1TIS FOR•RE'TZIEYs, E.2) ¢.A6iU;.'. EDGE OfSTN:Ci: (E.D.)Cr 5J15.0 TIPM'I XL.ZC1MS INTO GROUI'F1U.ED CELL CANCR]In .. . 64tl(7C SFfALL BE 4'. E3CE DI>AJr`CE IS B£YOND.ARN E1N{5H MATERIAL (e)THP'6`.E:^u^SFLoL+.IIE44 EMC.Ckllf.rVQD ORt6?IS?,'.:.SEAJ.,1W,13 a.V.tlttTtiR:0'`TaE'A4t0;"£5510#AL Fftt N"R:Cr7'^ REGZ3:?iD'7hg PREPFfito 1Y:" . 3-3) C.- P.1T nzc ST '7F' aRE..A.sT'JN:CRET' IR t)RICK PANEu>VENEER OR PAAW BE FOUND ON. t myµ � �. � . Sr� , ! J'PAIL R t.,G t G;.,r. .4A14 u£ CON..ENOLfG ;D T}EACH THE 441:^1 STRUCTURE BEHIND f. T fJt2}F CTURf t: t a3EL -ALL LO;:. ED ON R FE Uil I i L LCY ATYJtt AT Pfi Ot GT'7 h t tD a`5:c Yifii SECTION 1709.2.3 OF SLi,H PANELS. - fv.?s:i0r'.&UILJa'.NtG Ciy.tE 4 E.,LARa :5?±ikL UE�f?v4f.E.Y.1'f?1fx L'VVf Or Lt4*5,:.f.A.+ MGi TO'Coev7 Y ire SECTlFJ1.(�i703�7 OF'Y11E FLOMCA BUi DING Cam.. (C} O ura171+C:+;Cd'i FPWE EiV-1::NC:Sf:RUCE Pfkl-f`R-SVJF; (w-076),DOUCtAS-FT?-SOUTH(G-OA61 O? Ti pa 1XL(14LVC tt3Ul DALY SE USED to gF SOtfTH RN FINE Z W/G.� Gas MIN `St tt t )A. fr(dlrtfk CL`XC�FV FYAi4F5 9d 7Kc ta7A7E 4k"fXQ,atAt : s•LOgIOPr.EaaiLUl iG C4LE(Aurl.HjgII Ftifacity Suaicano,.29nc) -C/u s T<..0N i(s. oIS M:A!'Ut PI,CD QY fTVi BL+ILDEX k't.. `�L`"•F'' (( 7 a ^y tciE rx. �Fy s �{^ ortAU p eY:.. f a f_ hl � GiyfIl 'J� w '" '-"'..............� a 'R a f' { Y P. Ji t�.., fi.,GD7AE 1Y L' }:. 0 K: f N HJRS, INTO YH.:4'i(i:.0 :W+4!E "'r T S1KA:1.L B£2 1 j4'Ph'Y` fL {.� iB .,t'«-•-T _.•.'.•'}. T>1RrADLD PE.`dRRAT'Sl1d. .: I .. $ -.�... � f&:llny&AAftttfs'SpBEtiiA 08/8!�'8 'vf:Lkt$Ev`uE'. r7ti.;ir•,?t F•;hiEF.T.L SMALL BL, LFYS<F,FD h5 PART OF'rETE 1RF:QUIRED EtJ.EfsVENF 7(T '�e`3 t Y{_=. Jf *, ,. 1R8C. � a'i DUE f 2.}.A:77+'I([USt EU.f.DISTlkDE tE,O.};:F TRPCON k:'CHO .tidTO?.JOD 51i1J..DE 2 1/4'.EDGE fX5FA1dCE IS - c• `»a tlu.R:'1'CS11NG' tiNCn.0 tQIa7ANY �+ `� �� s` �'�� C'• 1 t �p •'"'".. 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'+. 23ea(aau ,r$4fear3ys1t3!'a awlsTE ! 1 ^._ ., t # J ♦ {�p(!•fin Vic{ r /� ¢nFS__._.. I `t B F .. ritii icy F k KNG w€h.i'...7�.rani# S M1 '-`� SHUT)L.R,s4�r'i'ltScrE..7' �1�'E4. 'az tK�,iios, vivt I 20-064 .oeti•.. STATED t>w - ' ca�`-000a°ns`"" , r��r� .aa°s i is cs:c. UAMM 34 tL �'s�` / r�:• R {',':. aCa'f> W'iWY+ol qn Y'e is S 4s Vwww.w� .. @2 i,ile. <Si'7 ,ao . SHEET S of 2s 'o r '�QNifl ats B r vas/s ��v ,,sox sox B Y —END .\r' fi END CAP i ; END CAP _ {. END CAP YmTs YES k a f _ ✓ _ - ��Z TS E --—---- 09 777�= SLATS T . + c � '. •.', i,:: :/ :.., ,�,• .. - "'. �r:,� SYORtA A4k SPn:Ir 'i F r i rV ,. i 4uE .}.!,..•a .•.....':x3s,.L?�ls.,..Uf�i.l»..._. .....a.-_?.S.j !�....:.�l k «...4!d3U { `..l f:4�sl.' s'..l[5 GSA F.Fir..ET i5) I ^i' e4'. •,^r a tvli:'"[a-,1tr. N7 f E'•fCt.kT+tRr. 1 7 ct !r"f,," C�: 'S' A_ / C'r"1PARSx > NOTE .Er- .�c7s 2 3 FOR COMPOINEWS wi;2v'':x:._Fi?5_;..; CIRAM Icar"rGElt4L{n t$si vwi S'4'=t3''Ar 34.we tE TQ R�STA£IAtlb!t5 t0l rrrkU @+fi9.VI S:CMU EdR&on W 5'om 6AR 3'N.uak'fiS pP;VbGritS UP Yfi it's-0:, ' W apws 94 .i At WN ti so 1T NP frWr TQ 8'r�w.,�3., rwRinAMR.AIL. nn4 0"YrT1 P"i'i't1AT 8 SNA.d EONSIF, Gf UW.:.fH` M)S 5 OF AM SEAT hNigp r f uNa Ir'ki J,Gx 1 sum C•OiV'hNtl+F'7s 9Lf,T.Sf'�dt fiE Lx., f �i rt, 5nu'tT fi r+r .t3 in.C£?itP;£TEA.�tlEti`1,T`7¢: E';P,+.k.5tkF'NUEI'iEdr 9N ft r" C�JiC e�`T'fi't .ya�+N1P v„n 1sCiZ SNttTEc c dhC,7 . D t ricrxr to Uvlr ff"N:eri'!J'w�dl£D SY t A ; +gsT'rn A .( fT L tr t } ApPpuala G, r tA[,iliR?. Oil{I?tC�J 4 n u \ 14 1! tnt r:- •., nt H 4 1 .•^ icaM zoo. L.'1 1. v i'. r n 0+.i. owl W. IAA ios:rMarc xr V?,At✓E'vu G1 .5 AI 19 L rx i ..'�` as- a"'„_ � �� :.�&"�. l F ��' ReUfT+S vPer TV%6t7U r^ D.ar[ ., ., t T e �.DircF L z0 ;(,:rr ,t_, �• '�1 1 r _•� (j`1i L4C C M. RIM^J}IPAN'fi yCX G :2}'�4it•Lft dS". [��+.• .3��e\y. tir r/: .• d a r s s v i. •,.heal �[ oea 7 wifna."T Sam 20-064 04 ARGU lhT(N�}S+U,." a Fi A:yt iutla1P;u_ 7k 'Yi- - F!m. �mMr rsn r (aaeMrr-+vr ; ST Ul:1C,rF6 SsS�4 -o�y STr+Z£4E ;y�� e�,i�s7Fe 'm wwxr QRAtPNO ero rAJ-romsr..t�Y{7M"h7wot5a r t4 7W u'6�i A.JIW JY P.0 '¢of 'maeNfkz. :ev '.e�aspaz �dio �tOftIDP �� :�.�sjSlcl;uuas�bts� rcaxroa+x 1 Slut ono.,+. sxscr� a.0 r,, s .. ,._.,. ,v .:: ......,,. .. r.... �.. um MuuoN 4dd�3 W-1/10OR W-2/11 OR (SEE;Si�tFDl1IE 3� .., ® Ir Or�� G or or w-a/12aR w-a/ts ON srrc�rs 21 25 a @8,� �" �- I�W 1/10 a W-2%tt oR Mo..sruvu wR SPACPw t ISoKC uuumrf;sPACu>c K e REAit T Y. �/12 CR V 4 13 r (SLF MEDIAE CA SHEET 22) t�M THEME 4/9 r �fTMP) I.J or l@ or / ON SFFm 24 75& 4 END '-•`4rFINDf i� .+ �t SCATS SCATS I! D(F5 =..� «• G. l — i.VS cs ( S.L "� 'v .j _ - SCATS Pr i t I 1 It q SvsS SEA- > E j{{ SLATS g60 �l$ r Q R �j):.{ 1 ! I .nr ��L. S�— ( SCATS i _<ia •.yF 1 }.. - F2 4 _ - tII-� t PC ou E..s (s7_j g J 1 -R/ rL'^I - 1 _ M 1j1 f-.r6 ;:.ITS T .n cND) (T}'p. fa. END) iID ..— R II� ('fn�i / / I tsl / ar f7-1 11U L a tt_ 1 i uR Ei t 10 OR Y! 2 11 ut` � /s;OF? 7 �9 tibf—�i t.. V } 0>. F SPAu f`+, n cnr 1 ...i ,'a T,I SP Yoa< LAc ?tnt 7 4a Sttl 41.1 C'RN 1 ON t'E I t. C?L >f HFLU .; (:N Y' vyx U�g.,r N S .EE J z,S 'J^t 4.a"F *E t ES ON a "G' 15) t ! •+t..,. 5) `F Tea SI ISr IC = t -- 7.9).ey, i €t;i rt f 1ii T Fit ...d"Ef x `^` al DOTE' S.EE SHEETS 2 h 3 FOR COlf:tIONENTS NOMENCLATURE. N01c: SEA `HFETS 2 & 3 FOR CONIPf.3,tCON 1410MEJOLATURE:. H.i;$- - N:T.S: .. np_0^iPLE FOR $AAA- ir1 f A T a�i G(VEti'A ZUlI;:R HEIGHT: CASE 1: SHUTTER HEIGHT EQUAL DR LESS TN�N t;'-(",h°L'UC1v'_E TO !NSTALIATiCNS W/O SFOW. , BARS,R'/STORM BARS OR N/STORM EARS!h}.tJ,s„L.f53?`tC Tq� Nft!',kRS UP TO (o)CURT,'UN SHALL START W/@1 SLATS AT TOP, F011.0*ED tY+2,tN, __THEREAFTER ALL THE HAY f Om471.6. SLAT[SHALL.CONSIST OF F F (s)SlA}'y cr t1iAT`iJb NUMBER.PROOEOURE FOR nwc SLATSDOW iN.kRD n LO t 11 1,r SttaL 9c CO'1'4JUE• 'I m,TOTAL S turrER HEIGHT iS Oa t[T-D. QUANTIFY Or FT A 5!li SUM NSTW„-[,5 EzC•t>^ rMY'•.'Ot!SLAT fJhY VARY WChE ..HUrFER S HEIGHT Fl ORt 4 '7 (N+1 d" 'Velocity H _.2.:1 rys ;.Sc •t E +,r.- F... FAR J�'.` ¢.�r^r .. ... F .... .. i { :. *4�wi q` avp r, ,> r. IJ t s rut 14. R'h/h t 1 -r1 'i.�+. I ; 4 ..rl l J} StIALs C C.+a-t C, l �y, 'a t� [i .i l�'rcc -.L� '.. „ .,' { -Tt r. t .C- ..Yfrr AC.A G.s;AT"S 0lW,,fJIVARD o_UJW 1 SAT SHALL Et F:.ii. ) !t.j'11) SLAT IS NSTN_LED f'i,a+ - i '� *' ' x °.S. 'aiu GEE 17 Y•r rt.,_?E TifJvE 1 20-064 a? +�!•"�'F`,f.l.?':. Cxr a ihr: L-v Cyr ztr-r%1 �10 SLAT'Is INSTALLED,ADD11i0P:Al10 SLl7:MUST B 'vS£:DtO i:GG?IEIE THE iGFAt SHU".y�FC C� }ATt G �' +` e-ncd it�cou .<oM wpeT ss aox..rr C»s7 6J1-4tW, oTUWrN6 Ha HEIGHT. .,'jt '.'�4 cx go4671E Y y C� rL D4t» v _ Y sC,l.i t1LLR Jr v.[ cemax ar u e 'a ' uwuwx ux (67 0,OTTOM SLAT©MUST BE ALWAYS INSTAL:ED... _. _.. ��F�a .s.,• �G��.�``E�fs+cJ'atuR�fOaTe. _ fi�'aYAI%��•!at1a2 .R,� .a**• ,:_� sHe>rr 5 4Txa . s/�so•rppcor+s m.w/,-, .. PDusm�-'. ,; s/as's:rnPcons xt•:w12 ij4':_r�n: i xT'kt/s''gf�2".z'krle a/a'Sr►s/4'qw 6un.DEX EK SCNetgs: :2 i/a �{in. EMBEDMENT ' CDNCREI'Cj .�Eu6EDMEM d< ,DD.xOOtA"Gp1Y; ALUMtt.tl4'tUD x • D,x0.D8D CALVANIZED'STEEL i REq D {{.. STEEL WASHER 0 24'o c ,•tl.UxDosa chly, i f i f' , j �/ r l / r////�, s/�s a iaPcauS w.W/- ' vnfsi t�24 ox S?EEl.WASHER 4f 24'o.c. i ._W_... ....._...-..........._r...,. ....,E a��,Fry�/ � / 7 ,/4'W, EUBVDtIV',7=-ar-'-.._-_._............_c_..._.. ..._.. £ ✓' �.•- "�_ `;..n ! � a E FGUhu`1)C..nCurYE '".,�'�:... ! k o POURS.,CONCRETE C€t f�,' S i I S t OR£ft?L t - ! GR GROUT F'ILLCD L,'C: �� t C COPCREtf P.LOCK- I' ( f{ PlhLt R.CUIuEG, F VIAtl PECUlP,ED. f a •---� t !f j i fff r 1 EDGE Or/ d'€ i--� � F EDCE IT, J g k !, 6 f EXIo NG j E i7tiS7EN.. C:AS5 k (BEYOND) F StE ANCHS - F z i p,.. .t�� 1E.S G? .sq k4 '�^ 1 i SEE NvCHDE2 ... ! +=. SEF ANCHOR t ci f i ]W E . , :•O`. ...� �; > SEE:i`.0 V V a C•' `i G:��. iL ,7i��' 7 !. ,SC:IEDULrs ON t s.P u,� &: ,818 •e J Ff _., t� _.. hlin. SEP+L kT{J d �1Y > . r .,LPN3A4 WN \..✓ Zi tram. SEr AWIOE .. ..• p�,r ., TO GiAqS TO k5+ ..� Li T6 OLA55 } { EYt"ci2i0n `�Gi 'SEC S•,:1 ua£S z :7ifif k d ZSL+- ;,; iS`-E-4-= D»SHcE isi ¢ , ui s m ts) f Fs --FaT ts) � _ # f �t {• E '' 4't a' k 4 s � _ 0/8 OR ti LED p5 t E,. A b atdi :➢tCt I�q'� [ C ORPRs gtO . ,f1 r rOUREC D cK:fF urt C2 r. T .i O CONCRETE aLacll' f. } M7E 0- _ E j uv..c Ix, € ! N:'i E D Pfa' , tifb FD "xi,s "z afi2".?, r a.UM. rJ•tS trj 6^!6 f 14>P V5 t W/ J &a TFPi ons+t€ 1Y�:. ! , 4 Mom,EIdbEQkda lti'.6 24'o.c. Ot U C•.d,Cr t S/Y£.n T,a.'-Wv'S Y V: r t/ t4tn. FdBE.^�;�,.,.d.'.-.-- ,� .. cJa•nr,,-E?t??E'mxw FIn RhE111MG/TFA.PPF-'D.E" U14ING fillfld-OUT'3'Pouh-,ING SECTIONS Y-Y aiy "!,. d a tt 1 ! > �tr� J yy 'a`ti r rt ta_"a.a/ � .:°w€�d..>•..a �d c _._.::...�.. e,{any �a . " i,\ � —t jt.� 4 r <";=" �'�-�r..,.•�a=ram-` [ }.` -y�, FnIiF..,aS'i.u+`urSya�:.� cRjetzv. L tr�r} Lyl li �4 `hc�f{ Rt: c,r _ . �+•_� :v f ,I. { ES Btt ��•++�{{!! #dma�yy �� r�ppgg,,�� b i n ., 'Cf x "- LOCK BUILilINGS �.+t. -�t ! s,.` N �sLi�.. .hSrraY'' z: x •. '•%:C "j rag tv F.c we c 20-064V � ",!✓�,l' L tY n ra uxc "x, FZ'p1 iT LUCK tt_u534 W.ttY::CG N> S�.AL. a/Ts• *^ ," -O'•,, dirt EJC ,,7 ��++'' x�arnsto rna a eui:.tN apse.,fw:Prn en,-014 ��'p`• r �s `�`"$'"" —".'.."'"""'"" „ti.Tr"',. .i rkSd€ ?.C. a ..n. oxara+.w.* an 'tce:. mm�sr wr. �''.,�,i'• Ct3Att1 \��.�, EALjshw.ruREjUn7E roT€-a.ira¢a,e'!, ,• xsn.ac ,�. . sever a or is ". , s/tetp:rApmr+s sa.iv/ s/icti'TnFICOKS M.w1 TRUSSM ARW '. rwusr` p trt ' P.1/2 wn.METMPOR z,/y<mn pE71 pAmon 1,i 1/a on i/4 4VA'M SUIWEX i 1 at/6 as ,i1+eka/s`me BU06 a t CD.D.DSO'G!l.V. i O,Dx0050 Gily R,r[Yt STOEW5 W/ $ :TEN'SCUM w/ L'^rwr c m a t-rau O".) ?r? t A8 _ 2'4c'rt i 'kU.zts trt /-sr. 6l 4ER C?4°ae. -JSSE, OR RN"r7,. STET) 'WA.N R:..L.r' t ILd J ilt+i t CAL 4- t i _ _ o.. _C 24 D 5/16 s TAFCCNP AS11Fq q•E UL K1..,F.EF W 24' c b7 EL x (2)2 4R ' y 4_•_" ' s i 'ki's ai 4{)' 2 0, F g AOF t vrt,;rU HeAEtER ) 6 t}l,w•t _— i j 1 [ { i'h h Si)t I1 '"` c}C t �. WOOD ri:ADCO .'f ' fF t e 4 c •`v4 f a�-� t ;,a., ! DFycN'h (`gg iti!! y ^Ri`�`G E%3:irzNG ::taTr,4'D !; r F :.�".4:.�\8 � .vEi•wiD} r` r' H,`' rtv n � = i f� ��I '.. � (er aw iJ !.. �x e 1 Nam {� F tt �y, `A) ✓� f ii t+x � s It f; thJ b. € t t � .. ._�) t tug o9 (� vi + r x 3,aj, P'.�..,7u 'i' i FS z, E•tPe�,�3 o z '+ ) `. { lt# t{_ �.r.� .. s )2 .,10 G rims VT A3 € .✓ ':5' s 1 { 3 a d rxm sw, vs i f } c Lnn 6 I E[ YrM r} r s GLASS nc #i. ` 3n'! 2L AF�J .. n L`Cf .{ �.:V.• W I;�rE X GNf^^ f( '7' /J'1P:I a }n,ze EE't 3C}t i f""t' (SEE SHEC![ E�M t S . i "3 St O+ C { Y" J u i i (ia� Nfo14 LL t[[tt {FF�{ls- 1y; q!p {j+ Pif".e": 2, N 3C 0ei i I : 4' 1 `� �`n •i j 1 6 f \< t E# I f 3 (?)z..•OR 1 ��; r ;,Qs #:t4/j sre Arias t f Emc *COD� G's pie..3.2! e"� F 1 3iS !(Y .ICG?:.. t If! slue® 16 s', Pf u t F7i O k+Ji e' sCk•)iti s s/ s'Jl .. SHEET i Yib JR F i + Y.x'+tULE ii Urr 5 avo E 20) 1 n4� ((((k !'t F x u t. j •. T{t !� SHE' xs !({ €�.,, C 1s 2•:i'G^:.",r, 1� prfi i h+lL'Yt7F zi O�k �• t `!!j #i%,L ?`a3t 4 21 .._ i tNs�6�� f ,��j P�, d/iJ7_<'it!s&w000 i S Ci Y V! 9 it Lft IN tE 'C' ? 44 C Y1114A SAS: p I \NCkE 't: J EU r 4 1 APM WALL MOUNTING WALL,MOUNTING_ 6U—IL G�UT e ut sti3, UILn_OUT h gt,pFdll?:C.> 51":E Y-�Y t ,.,V£.f}•t„„i�;, '`s,:� 'eS I;tiar. FF 3y Velocity H!uricar:u ?snn•)Y qc f ' k ✓ s � r 3 i��t.,e^8"'s ".. L,.' `, Trc 7' '.:!' t r.rrstea } oar fa _ r Rii ST L'GC' IL SG lc1i p 1• � •••✓ ! - an [dN5W1� ORAWui6 P.tv 571T nnxe�cmLi<s >4 T+c.trz�os moo �O. 'LL Q �`'ryl"' tY4Ese 1 a DtUr a u,C;• IK•b ecce-'vi: n i 'e�..:�+. ma+rne. "_ .stletf 7 as:e- `, �..�..,,�-�Y,are�.�;»•--w... t.,-rrscs�m`: �€, :; s , ate. _ .., � •. 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Q;8 or , Q/8 or 3/ n,r78 or ' _( I�/ Or t FC, , I f5 �(44 `/� _....._ .__. �l..—. 4, -+�Tv51...: FAt!:ID[ «� cCi ,-ASP I AE E�/ it Ort A:;IU.t.•a ....{ - �S_._� EDGE IF APPLICAM-E� •! •,� V i J' 9 ?ALTERNATIVE SH'TION X_2 X2 Ill Jji Qr^ `dj* 4L, ti s s r? r sl i IQPv; h `% Al r I 1/2"Al -/2"Io.Oe2:,>f ON e (b xS` pr St( B.>..._._.— _....>1C.:e' 'H/ 1/4"¢r.3/4 ITW a II )FlY. r EK SCREWS Q 24" o c TO TUS, t N 3 ) f aRDF FAIL C; NOT SHOWN FORCi CLARITY s"C RM7=3 �—ULStED CC lC nt(I'c-3 iti mn) . 8' '* z....idilUK REQ'O. �,,..t.4'n3/6".iU'-10(6061-T6 ALLOY) /lam. A i E.D. _ F.q f0 SICE rti'j (2)3 a"0 fHRU IJOLTS TO r 111111 r ) x '� KIfH ry_T Yj F•..., t 1 I f Vt ,{ Ei "t� ti r s IlfUtr.. 3 , tt 4' J _ `• E r r r ( r aa7t'7c'T s' (@��( IRC _.---- t POURED w•�)rf r',.. ._ 4A..I. •` ✓` qo ara� c s f'ST � ,�. 20 Ofib G 3 Ih[ G u AV r t SECTION W-2 ?it; as:xa n, e aw3 v K,tva;e 7 cv a, 5 t*-m S"wFT7t tf t AK.bTr KIM Y LIXL Ft t'"A = EN a INTERIOR'NALL MOUN i I D MULLION INSTALLATION = a"1�� rA�E, {.NF Scw.E:,1/0•= f.. �,. .}1� .`'+\...,y: SEA1.fS1GtUiTuREJDE: _, ritaurxl.Gta.B.441ar r..w..'- a. sslclx tt.a.ze �a ��hi� apt .. 1f4'OxS%4'trW.SUILDIX TEK SCRMS _ .. EDGE.IF APPIICABLE� j$ EDGE IF APPUCA&£=' + .D Wf Y O .x0:OG0"GALVANIZED S7EEl goo WASHER 71t6,1(}{.Lt�fJ D(roTF##i Goni. " ` ��C� uaru TUEYE r c+GTrar�} wf WASHER®24 T'kPW S 1 kV EQGE. IF APPUCItBLE, 7 7%2"Min, E D. 7 ./7" H.,n.E.D trtA E1,+BnQA Fret x9 7.4 1 F fAld E.O. 1 c,. — 7 tfp" E.D. r ..� 2 Y: sPT _ r POURED CONCRET It{ POURED CONCRETE 'j t i2 - 1 �' If _ (t' - 3 ksi Min.) q RECID (H ,} \ EXTERIOR c r I 6" Min. THICKNESS { ram' , EYfERtOr tlf,y. REO'D E { liLL VW. ;G)ORG� 7 /Z•' "o mNU0t1s t wRw - : Q,• Er I t ^+D.CAP ii Min. E,p, GOM.RETc(f'c=3 tsi Ifn} { I 7 1/2'Min. D + 6 Min, THICKNESS \*?.,.e.._ � '. ,((ff� 7 1/2"Mn. EC. t € 4 xY -7 F RCQ D. ,; ..—......... .. _. .i r') .! � D {vs057 t t r nrLOY� f �. ._101 - tNGLE 6EA.1 suc,AUG-) r.F IF APPLICABLE J v „r:s..a:.C,f;EA:SIDE.� FLGE IF APPLICABLE� f ALTERNATIVE SECL',U\l ie 4?T ERNATIVE SECTION X2-X2 Wl .1 'INTERxtUp Q G`I4 r END 3c NWT RIOR MULLIONS) ( Y':_ I ( �, fur/ (`RIEDfIr'tTr}�I t •y: t � 71 aaar _ Q F(.p71(l)g / I, L�/is or (4'x6" or R/8 or ' R/8 or _ _ I R'/8 ------ -- — — _ _ k ? f: ( I�`f8 � E'E m"'X41UMCC)(INTERIOR) & (nl (END & INTERIOR) WALL { ;w F/ 3 ,rt) t I.I ,J -AN RED 9' SCHi I - + , i tu' tl I. t� �- i.♦� bE ALSO tlrt5`ru. .tr�IRAPPED +f OR SHEET 25 AND SPAT-! T e ! SFtEr 3 Y idjTA.I ION E'.W I RESIDENTIAL AND GkMLRi VL. f.. V. 1/2. \ t APPLICATIONS rWITI x60 tk T s.(.J t AAMUM A.i DESIGN PRESSURE VVIi E.� $ t" xC EV, %0 ry (i IDTV1 ?<d€ECEs �A;�G, i2-0" M?Kf`iUh '1 tCOlr t K SCREf:> ID *jDF_ SPACING. VALID FOR CONNECTIMl 1f j i 1 tfa € CONCRETE W HILTI INC ItIP--H OR `I qq I - - t POWER r•ASTENERS VVEDCE.OGLT t .,tsGWGR3. , a X2 l I V i IN''TA LATt"N'(AE fI 'OMMEF7CJAL ArPLICATIO d rOj-z 3 1mo l I w. cr,2,ref}E" a + teecb/ 'm"A r.IUr+ L' U�-SIGN PRESSURE R.ATIP ! tf" !AA 1%4 r N+t+s ,}+r SPA tG- VAUD I"OR CONNECTJL'tI TCj T I CCt IPY,(t v f�4 [} r"�PF7E f! HI'73 0 43 Vi OLT TZ ANCHC6� f2. _ a'?< r { .al•-b{6D8 -f4 Lr ,F4r UeCt I MIN. E.P. CONCRETE PA. �r`t +sf O 1 , 'rH "'m s 7D 6t sw d . . . .,__. Mr,) 6' Mt 'c•,{„ n +' ? 'e K"ll 00 7'r xh441 m rl my i '_______"'_____'' I ! \EO'u x > u: rr a r,:,! _t Ewa rc. s SiOG P ft CC) HOT S!}flWhi FOR CLARITY y vra t t t'F FQf, ! _IKF IF W.'I J,A9LE'' shef 'N { i t aFh!' (••� r> ...__...._,...._...._..._.,�".,.-.... P ..t ..r t If�h Y i.r C FY' :TE SE t O J 4Y asprr-r^..-war• . ( "1 + /•,rA(P , ( —s s r* rt^Y. sr p f [ r.t..[,,.—< n .._.. r+,»,� t,ltT¢ 3�t L•w VI Lf li ll�t 4Y l(�"�i'r"' IdStih ` 1 ti. y „. „• 7 f I'l # 9 nE P 0 tuu tiii —xr"` -f SHUTIEIZ, SERVICES i ' ._.. "�_.......:..» ........._........,..._...... .._..._.... ...�� t� 3$ �• '•r'� ` T ..w,e ri.r •n k w�:" MIS AN.wW r 1:aty ml z' �20-064 �` war t R 5c z I DUWW; o t {r, • A t��r) llr(I( �. [�} �``q�pSl,(} :.•c•+q .,y/f rr g [ / I rCiFt�IGr•_r,.C :..1 Y+_UNITED L..1 , t lf" O 7,AN!ND t}'fMLI f4,J{"i'tCN(,' w'�`�' I t r��..!}J �'a/ ! &'tit'usj'a z,c:!eM);at r t u^`a,ym nx r>'s� . ��O`�p,E,.,SEAL/scfliT63REl0ttE rua w`Cs. tci' SUM I,AorIII. . ..-•-3;. M'n. E;D.--• ,•y ttM ED MU...�;..a ...._e'OR(1}J/s'q KWK BOLT`..WAN$!ON ,r t' E ANCKOn Q END CH�` J"z3'x•i/2:zO'-+` i FE, { (ORIENTAT)ONS#i k #2). '(6061-I6 WL0Y)Alum. - - FOR (2) 3/+"0 KW!K BOLT R EPAH$NJN ANGLE EA. SIDE'W2) 3/4'0 THR'J BOLTS 0 _ { ~^nV• " tt:n. F.D_ _. . .:atiCF 4f1.R>S" c'V?E?!OR tdt3t.lICN Cy* MULLION I MULLION a do(1)3/4"0� (OR.ENTA?NH f2;. ICNrIK BULI TZ EXPMtlS10N ANCHOR W/6 Him ED E 0> SLAG_ `-r' LICE..'hAti EMSEDMENI TO POURED i I ! t t t i-r.R*';,CAc"+� CONCRETE TOP Ft � t t {7 1 (TYF• /.. �,/ � / �� r�9./`.�,r'' �. ✓� /� BOTT06[j �•,. �� 7" EXiER!OR POURED CONCRETE (f'c = 3 ks: M!n.) U" Un.714ICX REO'D. !I 1' _, GLASS a. It EC _ W ..-11 uin. 1... C Ci sE()I�X3-X3 / �- 2 Ul LION ONr Y1 ti [ �N �! , WEROR T ti ® it � � �---- ii 1 .(�' ��- I 3• �vr Q'/B .._ Qr/8 f E E Y x Q 1 (I DC�ERiOR 1 U. f 3 r � ;'.lOP/E �) 3 x i r•x 7 (C•C P P r'j tC. i 1 it w aYv-: h SA t-`ff <� 31a�" 1• 90, AV ') lu tt,k r h"f e.y& i�d pfx;Y '2 Lr ,3I"'3 2'j fic. 7.. F ua_G COhCRVE {!) 3p`d i9 Ki 1e+ COLT :7 e?£' i 213 �' 1� -�lYY "Yf r Al n is L'1lyE(T Y} i n*'07 Y� fl 'T Vr CM<Alt To II r+✓� A t T• i b Min. REV I). *h,.EtNED-CCNICRETE ET7R .�e'F:. rCJ :.A Cv",...7".t."'Ty-,. TGP,x I i LGr,4Mj f�TTDt+) ?�_._E,U I�ac�t.� �"� " N T—Ul — Ate€��! Cu _eta.€?J ALTERNATIVE SECTIONS X3-X3 VYI Z4 _.._......n Sb:. R<H�OIR)73 o/:I" KWX SOU 77 EX P ANSION +4 [ r .0 6+ [N Ekiri;2 MbifJON t..0l� R0X N07 SHDl CAD: /4 s KWK 2CLT/'6 __..{ #i• t__=w_Gi� : _. ' (��4•7.e G!ui� !.. 6Ef t.,..rq Nr� ,n i�t!`r:.tS�f�/��J f^ .:. - k fV., r, �r _,.. �Or, .duen ry�_!C N,'3f R C' )MOUNTIN tRU}OiNG � IxSiy Tt�rec euY�r a� Fpy t_ y a T do SE f[V'id YV- _ . !6 �'"' F ...A z", {{�qqyy f, •}�(• y�S..+.[•C ))�� e.T,PER a'S9C'ilfA M SrERMES ®tV�.+. 1ti+✓ ° ' c A sm ss a�xa uv26-Uc4 .. ,. .. it -G•• SATE [tt��77'';; { 11rr,, ii(n'�tT'�� }�j�j�t'�I�('(��L�S kf} MULLION ¢`'(� j�!� (�'t }.� LiVL,+ !\i L�I�ti(I\ 1(1Ptf`f G:./iV ir��{'74Y ��iYllfL�'V�Y IiV,3�/'1LLA IOIV ✓ A• r P 4 ti C4-L'0{ 7. 44 [ D ki 1.i 6F d RdC(J1)0T1 „iaC L:.,,a:�0 Ra _��..-.._ 5CALE: 1/6" t` •!ij�'6F' L R ti,l �... f e �`® ... eus ro-:. ��,:s. ..�:-MT 12 cT 26 Ss i ,s�� t.Aa�st�•sa-n�F aY-�'. _ :• .._ IlIIIIfllitflUl ...... Q SEE MAXIMUM I9(INTERIOR) TRAPPED MOUNTED MULLIONS SPAN Mtn ED Nln. E.D. COVERED BY SCHEDULE 1b' FOR INSTALLATION CASES I, Ta & IT (- (SEE SCfk ULE y�F «"CSEE SCH DULE III)'-I LC., �f sL16 ; EEV.E I-F SLAB ON SHEET 2;3. F rF tnFiL E j ] F c xLE (LIMITED LOAD, MULLION SPACING AND SPAN INSTALLATION): INSTALLATION CASE I - RESiDENTiAL AND COMMERCIAL APPLICATIONS - - WITH .t60.8 p:s.f. MAXIMUM A.S.D. DESIGN 3"x3"alr4"xD'-7" Imo, g r' PRESSURE RATING, 12'-0" MAXIMUM POURED C'NCR;EtE (5091-T6 ALLOY)---., � i MULLION SPACING. I (Yc 3 ks!Wn?, AFL m. AhY:LF EA. SIDE ---1- i 1 SEE SCHEDULE J1 v/{2) 1/2•e THRU ` SEE SCHEDULE #1 FOR ADDfTIQNAL SPECS. I° _ RJSALLAim CASE Ia - RESIDENTIAL AND COMMERCIAL APPLICATION s V ! Y// :-60.8 p.s.f. MAXIMUM A.S.D. DESIGN t r r STrNC• -'"i ! UE Iit i EAR PRESSURE RATING. 8'-0' MAXIMUM MULLION i GLASS 1 «? �" SPACING. Iva--^ I r t/2` SEE SCHEDULE #i FOR ADDITIONAL_ SPECS. { !ALA LA'IlON CASE U - COMMERCIAL APPLICATION FOR ±100.0 p.s.fl y tI T.............._......._« MAXIMUM A.S.D. DESIGN PRESSURE RATING, (M)ANCHORS-.-.-•' _ 8'-0" MAXIMUM MULLION SPACING. SEE a IE LSE scHEDULE EI) z i., a SCHEDULE .t FOR ADCLTIONAL. SPECS. p'TEPPAME SECTION X3-X3 tit/ E I_. ( ORIENTATION 21 I SCHEDULE #1 u a (2"x7° INTERIOR MULLION ONLY) INSTALLATION iHI[CKNESS ANCHOR TYPE& SfZE piStANCED FOR MIN. ANCNDR CASES RE0'D. 1 (TYP. T0P & DOTFOM) EMBEDMENT' ANCHOR • SIDE RAIL @ AND BOX NOT SHOWN �;n € 1313,0 HILT, I14 }111.5 N, FOR I! CLARITY._ .-........,_.,_......................._,...--» ... I. 1 3/Ls�st PVATR FAS"FJ;EN'E 2 i/Z" I 5 1/2" �-; V ��JLD^`r. So T AN^rIOR X3 c '.._...- (im tc:�/w.,oirr Irrr,ros/sE-0restrllLr .f2" 1 5 112' r„ jj -fl I ,� IQ. H01.tk1G r.s'�rE 3 1/A' E 7 1/2' ,I FJ 4FG CGNCRE<r €�.. ?BCL1 T' i E ( 1 I SEE SCHEDULE #I. _ ^f�r i L .Lt 4 EDGE Cf Slbt3 14 Y ( 1 t I EDGE OF SLAP: IF A`sF'i1CtrLEI [ i .. .............. { r„,.PG.Nfi.^;;.E Mirt E.D. £ Min. E.D. 1 "(SEE SCHEDULE #I)"" _'(SEF. SCHEDULE #I)" ►LOOR TO CEILING!MPI'ED MOUNTING:MULLIONS aG ) SECTION lit-3 yr;I ,.... � _,..... � .....rtfa'e,v�., COVE�(N-•:,Migh_Vo«..o•c..Ry H;.u.r.n..rcc. ne Zone) E %, LIE t-« (`}I3 B C`iSF- 4sA(' i Ci �`.;I�Li(ON ILL JTa.L tilt !U v, ,F. •""«t ,. .. S J #fir a z� m wl it c i t�--,,; .............. 1 —' ._..___. fa0,44If,, = c = s)i '_RT aHJi'Tz SERVICES IPlC. r g C a Lt «cc u- L API,I IC r LPL E 1 J A LIMITED-L LOAD,MULLION ION SPM AND MULLION SPACING i' � `�� tt k•�^ �� 4�� a�� s� �I n�t� cRr� � 20-064 L FA¢_LATIO � r "- xauut t, �r,, LR�I�nc 4' Si•AfE OFhle.L{e�1 rc cawsS c�ICY cn M�a t'•.• CORfOR. `�; -sFAI/fstitituRe/oAYE: � w c er67 r�.a: .> sxernaaorse ...... EDGE IF APPLICABLE'^, 17EF3ttn1'/e 4Got. dt BfJTJj3t Wf .1/4'Ox3/A.'�TiW DUt[DEX TEK'SCREWS' 6Jt6"0'7AP ONS KE.WJ 2 1/4" Y!/,1'0 Q.x0.06D'CALVitHIZED STEP, 7 3/4' 2 1/6" „ �E�ffl..:.EhtEERMCNI 4!''74 ac. WASHER 0 24"o.c ME't D C .r ...rsa .zxsn ... Mtd. E.D. ;'f EDGE IF APPLICABLE-� - t _ 1• _t ............... ? ( I(. 1 1 7 3/4-urn. E.Q. r-. .. G2j 2. li 7 4— ] 4" COMFNU(CIS POURED 7" CONCRETE(f c=3 k5i k1h) 8'Min. THCK RE0'D � ! ` ..... _�✓''� POURED CONCRETE Mtn THICK R-0 D (f c 3 ksi Min.) EX[EfitOR '=,.:JJD CAP L � I 1 t I 7 3J4" NOTCH WEB-._ ..,-.�I. ' .\ 2 j g W, E.Q. fYJ 0.. ) `,-�...�.`_ -- '} I !' t- (TYP TCP/BOTTOM) t ! -.._ ......... _. 4- z i3 7 3/4'Min. E.D ANGLE E ALLOY)EA. SIDE. y._, y e ti r^�`(WALL MOUNTED SHOINN, MAY BE Ocnss .. ......._ i� M v, EXWTINc�aI i t.y.},l ALSO INSTALLED TRAPPED MOUNTED "Eft SECTION O'-0' t!-- �i ON 5?lEET' B,} EDGE IF APPI-MOLE- �C u I ;� _ Z T G2. a I EXIMR SECTION X4—X4 WJ ? �w w o .(EN-Q-A INTERIOR MULLION), u n j v lYi 0rdf"?ti-�Tl IF �y \N /76 `r t 1/7_"rt 1/7:�0082'vr(1 T a+t)a �- CLARITY�f A14GLE WJ /4"ax3/4 ITdd BUILDEX SIDEi 6 i1 �D;tdi7T SFf()WN F'(TE{ , zi MiN E.D. k,. w_-- TEK SCRDr, 0 24" ox. TO TUBE. - I 1 1/2 7' 7 CON11NWUS POURED--•-•.�� CONCRETE(fc=3 ksi Km) 8" Min. THICK RWD. \` I� 7• . - ® �._._... ---— _ ! X4 (fa. w/67 r 1/2" i t 1/2"; (np.)-,�O/sanae) !. ! 7 3/4 . \ ..,,,-1......... MIN. E.D. -'x4"x3/8"><D t0(6C6t-Y6 AILOO hum AN LC +i HL' erl cA SIDE W/(9) /a® ta{RV 9.QLTS 10 MULUt? '�\ tl i ` 171 -11'i .N [:.7 '.r Tr ,� a.{ •,l� ,1 !i /�r -..-. V._---.-.._...... F r IFS."t i'LtS.NS a'} i }{Fnr:V>!ncify kiurrm r,^^ Tn P I<rQ Cr] ? �. r• c/ 1 o r>^%F't� ..i t� y ..�.t.... t (}CDC[ l,F"LICaB,E WAL4 (TYP'. IQP e <r3Tlb:,1). tu;I• 'p' —or ,N_r._-rY-_ t. °O r '4w .F*, �..,...��F "-- q :r n:.r a 44 t I -S Vt.{7 L C J..u.-, t44 Cr lOf1 Y 1 t _ 8 t S INC. S,Zr9 ___...,�..... ....._ �` Co- -. ,_ '' '�. C � Y t `� �� y t t a e}(tT €t HVITER RJI E � 4F 15 C Neu fp G � „2fl-OG� END&IN EERIOR'WAI i_MOUNT F-),uIUUION INSTALLATION =��'� �1��t �� ' � ��^ �ry ^� ;,5a r°t��r t�`�„� _ �•n�: rf`V1` �. '�•.1^.- ---- - wae.'sc.A A.UrFast I...PS.. 'cx:�. m+merw .. rrc. :a meter.. .$COIF ;1 6 fS""."""— �/j�xS/ iA yi��el.,SFhLf,SIGA'rtiUREjbATE - FLOFtI�t,lk �tt5/:.. ua rr aue s.. �.r. SitFif t3 of Y� r�: EDGE IF APPUCASLE•� 'rs,1'MUS•I�dN 0t' '(Mri/8.Cont,, EDCE CIE'APPLICABEE;, ... ,...-... i Asuu Tug�F c drroM) W/ ...... r 4 5/Fa o T'AnDm`S 4 W/'2 1/ • T ox3 4"(TW BUT• fTrr iv/ t"0.t;.xO.C&b'GAtYANC}U S7Et1 1/2- Atm. ElfBEDNEFiT v z4, a ` Min.ED J 4. WASHER.24'c.c.. 4 3/8 n. E.D. MIN E.D — '4 K33 C WIN'U'X75 PCAJRF.O C01MIE E(F'c=J kv Iran.)........ 4F ......•.__.___�. 2. _E ---=w3F«} �1f.YiNM1 4 3/8'. END CAP 4 3/8"Min. E.D. CCt,MNLIOUS POOPED "CO:CRETE(Fc-3 u mi j a ' 2 8'On. THICi(NESS i[_.!" �.__._.<........__.,.�,�...•,.. bS n: n REQU. ' n3 EDGE IF APPUCABLE ' SECTION X4-X4 W &$ z o ii i INTERIgR MU •-N(WALL MOUNTED SHOWN, MAY TF� L D l LING_ 4 �! ti✓f BE ALSO INSTALLED TRAPPED iL'% ORIENTATION {� MASS7': ( MOUNTED PER SECTION Q'-•Q'{(( ON SHEET �8.j 2 01, . vt ya I + I EXTERIOR f xAl tFaitkA,(INTEMOR) WALi VOUXTM Id+ LION spm iu `" ., I C;CS�+'E•Rr''� L.i ni etLle L 23 FOR INSTALLAMON CrSE9 1 & i 11' ON Sf,; E i 2E (LIM TED LOAD. MULLION; SIrA,C.N:AND Qr�B : 11 Q+f$ Sflti4 lNSiA.LLATOtJ): i IE 1/2 '}twifALIM N CASE 1' --. RESIDENTIAL AND COtry1ERCiAt. !an EIT s4 T f^"iI F/2"x0.062`xC0NT, ALUF[; APPLICATIONS WITH !60$ 5f 3/B S r ANKLE C-e E YI f i/e6>3/$" 374'+ 9U+GtIXDE F t e. t� L{kRll� C,.S U. SIGN ,E5S PL. _H SCREWF, ' 24" c.c. TO"TLf I j RATING. }t 0" kAAXFM1{+JSi Ixt3J11 1'Av p i SPACING. VALID FOR C QNNEGT!te tt CONCRETE W/ HILTI INC HEFs=H 0 - I' X4 POWER FASTENERS WEDCc-BOLT Inv Ta!/WrrOU)s /z- Irr.malcc at+l ANCHORS. IN5•>%+.IATI61 04,5E.f1 COMMERCIAL APPL;CAT.Ir FO({ tToL,tT� p,s,f. 0AXIMUM A 5 G :bESiGN PRESSURE RATI+C, ".-bJ n 3/8' psvx E ?� rPAaS:to u:c+O fdAXFNUTA t'JLli'eh SP CING. VALID FOR CONvE! TAM 70 MIN. E.D. \ `' w ah::Em.amkm, To PO pm CCrFCRETT I CGI'CREM,4/ OLD INS' KWIK 80LT TZ ANCHORS. a L\ E 1. /�\\�� •�:ay 4')ALL(T'T!x'TOP lia,eowo d).. I _........_._,. ._.....__,.._ EDGE IF APPLICABLE Pfix Ott SIDE RAIL( NOT SHQW4 FOR CLARITY t^C#M, -.TE{fr 3 w M.T} a `t}t,�r}}}itl}r,� A. 'fit 1 PC?tIr to QQNGRETr 1 Ail. $ jr S} GT`p�( [ (}� 1 (F� [' $' t i •;D a S Ti F"' �1 y'}yt`�roS� rtr�fYyr+y S�+r�•tC4��r,�rsY )/. ,......vc! tiJ�4i.I'ICAUNr'(.D{:.F")L,LION tlt�lt.)!AL)fir SIJ I� -7� '?f _ .•. «•.µ Ft,xtl-k 6 A ..NG!{Ck,ic cGNPA1.T I aE_R,S..R SY'��.I#ER SERVICES INC. �^,•.-••••_CR�f . v:. ,..--,�...�...__.,_...W ._..�..._._,,.e �.�}'. C,titTF.fr �.+. ,. f C1Yx hK Z' vY".aC. a n)atce) 663 SFt 'NnQw-ulki r �.{w71,01A I �� 'J..z. 1✓ Sirs i."� -lilt 20-064 r r-•(� ,? I?'r 4 .l Y..� .. vi%--F S 4 u FL Sa lia;Ttt 5r bt 1 t t" ' ! {a GG� v y o r s t,« _t r. iC U: I v f,a_�{yl:.L D 1,01 � i.I"{IOI V 51 AN Pd I!5 IMU �v.4 SPACi�s��7 il'u37�,:: ;T CGh� �' ��•: f rr ;;u4>tu vrr n.Fax} w rNc;(rnF ex.es;u. vae•Ke a etc > %4416E a.:rr,• � ,� ..,.. {t'ct't a'tr.sa• x.r , T",";ICAi_, MANDATORY PR'0�E��s.�� E FOR VERIFYING PRODUCT CODE COMPLIANCE RELATED TO ITS.INSTALLATION F f(co{h ' 3 r €.>j�.rfV( c� Ll_�_t_7 � i f�1LLL.. 7 .. t � P6 U �J L� �C:1�CR(fi_UG6<STRUCTURES 7 Piz I.C2 IC9 SfT&S A.°.L DESIGN PRESSURE P.,,..r_. r.s,)FOR THE OPENING"I'll)DF CtREG SLAT —'—^ —PROCEDURE 4b:IF MULLION'S ARE USED BUT W/O STORM BARS e SPAN-L°(tp TO PROTECT IT(SEE GENERAL NOTE#2,SHEET 1). 1.WWAUM SEPARATION TO G'I.,•,G5 FOR SLATS IF MULLIONS ARE USED BUT W10 STORM BARS SHALL T6 & 3U'j THP.0 IL" ^'J.i i�="i i5'i U DE1cfuM[NE,BASED ON:y f1Y' BE BA:iED ON CHART Ic ON fjH2ET i.5. IT SHALL BE MEASURED FROM BACK (f •"SLIP(in),A!iCHOR l PE A"{'SIDE RAILS;A.S.O.DESIGP!PRESSURE RATING(P.s.f.):THE OF SLATS TO GLASS. REQUIRED MAX SLAT SPAN"L'R. I ?ENTER SCHEDULES!a THRU.tc ON S'iEF.TS 24,20 a 26 ON A.S.Q.DESIGN LOAD;MAXIMUM MULLION n! FL'LLUta\� rir ;,LhTiC?t!SPKOV10EDk?C<'v:t' r THRU IC TOPROCEEDWIIT; SP CENG(M4X 1Y,2'GF.?'j, ANDVETERM!NC. MMih'.UL1lAULLIONSPMI(Hr[GHT)N/ALLO%VAeLE PRODUCT INSTALLATION VERIFICATION !ivTER?OL.TIQh ttt BET PEE V SPAc;INGS FOR A GtVEiV{�,(Gj,LC,'�&@),MULLION TYPE& t o ENTER A.S.D.DESIGN PRESSURE RATING:SEE STEP(1)ABOVE. MULLION ORIENTATION. f 3.SEE SHEETS 10,ILA,11,1IA,12,12A,13&13.A FOR REQUIRED MULLION CONNECTION DETAILS AT t,Rl A SPECIFIC PRODUCT MOUNTING INSTALLATION T Y;'E,INCLUDING ANCHOR TYPE,THR ''OP&EOTTOM FOR FLOOR TO CEILING(TRAP E%OR 4yG,.}L MOUNTINGS OF MULLIONS INTO FOi LOYANG DEFINITION FOR SLAT SPAN SHALL BE CONSIDERED: CONCRETE FOR A GIVEN MULLION TYPE(Cni.G & LA'>x'THIS IS TIE WAXIMIUM ALLOVlABLE SLAT GPA N FGR`rriiiICH A GIVEN 1/2"SLAT SLIP MAY ICE F'ROCECURI=4C:IF BOTH STORM BARS&MULLIONS ARE USED j USED FOR A GtVEt l A S.D.DESIGN PRESSURE RATING. IF 1.MINIMUM SEPARATION TO GLASS FOR SLATS IF BOTH STORM BARS AND MULLIONS ARE USED .€NIMU.:P-SQUIRE:_ti tTI.^.:d TO GLASS IS PROVIDED ON r;HAP.T Ic:PROVIDES SEPAP.ATION SHALL SE BASED ON.CH ART Ia.ON SHEET 15.IT$HALL BE MEASURED FROM BACK OF SLATS TO TO GLASS FOR PROW-=W/O OR WI STORM BARS(SEE STEP 4). GLASS. �.J31�.N;I,JE.i2i t',TiOli u^V Pn UC:^3 StJc �4!Lr'iCHOR SPACii:G REQU1KEMEN'S FOR 2.FNTER TABLE?ON SHEET 22 N!A.S.C.DESIGN LOAD AND STORM BAR SPACING AND DETERMINE `• r MAXIMUM STORM BAR SPAN EIG r CChVr itiCTION T^v EX,SPIliG S'i RUCTURE FRO,,ANClfCft SCHEDULES Va,Vh&Vb'ON SF{L•cT516 Cri I-M- THRU 15.ENTER SCHEDULES VATH FfNALLY DETER NA NEDANCHOR TYPE,SUBSTRATE,MOUNTING fY`{,A. C.C6Si Fi PR vUFat Cv'i!PIG S},'t`S'J T:AiiD 1TA;ta!:JJ Ih,UlA ANCH°2 SPACING 3.ENTER TABLES>OR 3 CN SHEET 23,WITH A.S.D.DESIGN PRESSURE RATING AND STORM BAR 6ULHL' L!J EdiTE tSj.SEE GEhtiiv'sr h` 1,:i ON SKEET t i-CR A;CHOP.$i cCS. SPAC{NC AND DETERMINE:ERMINE PFLI ABLE OPTIONS FOR STORM,BAR CONNECTION TO CONCRETE TOP &BOTTOM.OPTIONS PRO`AII E ANCHOR SPECS AT ANCI TORS TYPE LEGEND FOR VARIOUS AWHOR STEP A:4-r'Ia0DiI1: INSTALLATION INCLUDES S-CORM BARS,MULLIONS OR STORM BARS:MULLIONS,THE TYPES COVERING PERMANENT(ANCHORS A&D)OR REMOVABLE(ANCHORS B&C)INSTALLATIONS _ n.O `' ;5 n.,v '. :tip PPROC D,ieR:S ARE M'i:L'::ASLL &R Ha,'CF OF n OF,4?,.r ROW4 PER CONNECTION DEPENDING ON I OADAWSTOW BAR 1 SPACIN P120CEOURF 4a IF STORM BARS ARE USE -1.El,ar Er ('r}:SkJLL:`* a?i,r4<r utJ'=F{t[:TJ 24,25&26"AY A S.D.t3t5luPi F13E6Sl7ka:R 7tNG v::lJ;. ( jr:Ji✓ 3 IY SW%Li,B E1`.St G L! MA a{!M U` oui 7 n a} i A?'.,1 ,b OR 7),AND DETER4111JE t IM1AIIAUM MUL ION SPAN 'MULLION TYPE&MULLION ORIENTATION. r ER AeLE 1 ON 510�T 22Wl A S.0 PE"SI:+N LOAD;STORM BAR SPACING AND DETERMINE lain L b1 { 1 g n ,E 1 11 R 1' 2A,13&13A FOR MULUCN CONNECTION DEtAr S AT TOi & �.e ° !. YZ.%FED} til'U).UOId>'k4T'O Ci�NCRETE j FOR A OfVEN MULL;6t Yy-£(:k tiw o& a�y). s ENTER TABLES 2 OR 3 ON SKEET 23,Wnl A.S.D.D=SIGN PRESSURE RATING AND STORM BAR S?ACINU AN2 D'E:E INZ APPLICABLE S'.CE:.:BAR C'',)F:NECTMIN TO CONCRETE — -- -...... -- —— tnN E EO-,TOxi.OPTION.F PT?WDE ANCVCXR SPEC SPECO.,AT ANCHORS TYPE LEGEND FOR VARIOUS L� PRO,WEBURE PER ST PS 1 1 HRU 3 IS SIMILAR FOR INSTALL tiTlL,fdS SNTO WL7Q(3 FRAME IN LLrN: A C14.ING PERI:ut?J4 A C „7PE A&N E TION DEPENDING (ANCHORS B&C) � -)TRLJCTUREFS SEE 814CE TS 2U&,71 FOR LIMITATIONS AI PLAC'NeLE TO iNsTALLATioNS INTO IxTORML STI�NS R A CHOICE OF?OR 4 ANCf ORS PER CONNECTION?DEPENDING ON LOAD AND NOOO FRME STRUCTURES STORM SA SPACING. _.__ �` II{tlil(14lJi lF _.t E 'u LF`. s .. �..r :c2:- Wtocliy llurri;orn ,+:�'� ...G..,y.•___.,F.....L4J�E �, 'w. �\✓FF S F� y ) u: n R ,... t -xi�; 3r�3�+` �". r t eww 6 i --• A` A G D,�Jff r ut-. ..._ t.... �A1 a._, ' s3 s,s. < _:•a€ a..4. a r ui [. C , 20 Ob 1 ...� „�• MATE �•, rrY,. xs sl�1-1 .s x.n ,� r n "+ a ' t4 N..itLL11 Y . -'- •ii�FS Q� E S1GHRIUR tYATt,;' FK=i ;tJo.9 44A;187 uww. .. suEEr ra a3a , SEA PERFORMMN8 cgi ''`g" :U AND FOR fNSTAl4A1'iQf iS if C�Ft"WOr n c B ,r CHART la Cft,4RT-1_°b Tra'. f{ ! t •-..•.•`.••••1•.•• •••._.-•� - •'-' LISE E�.+"iue.,�IJ.SC.:B & TKd AS.D.I.LNti .. v3E1mvu r rr Aso.Ltldti}7fur T r taC'r t�« s' t 5(2 a T1M1ccJ V XF ANCH 1% 51t8 a TAPCON XL ANCHOR. t t�._....._,.:�.__......_f1t)UP.EW CONCRt1E ~�,....... %c.a.v v cn;.' sa s1 c4cr MUD^nt cow RETE:DS.oac ,... .W...._.,... 4Y...Y...._. t i F /', a.n C gg F71rec" tarts h= f !d{'.X SL^t SWIM A.K?UIR£1J d,t4!• SL?'tfi`JsT'C`.`,TO •w' MEASUftEt*TO 61?K OF SLAT 0 •`' £{ '—T- �*t { E.+ (n, t fia tvr7;"± 4s1.. '" „�.-�'7 tc+.t e L x;� rtum cr tp-u�.z W 0 S'frtr�a Eiru7S 1 Yt/STORM MRS: tJ,>'vY s'�,..t u e^ a •`t'a± 4�r7 n , t±m.r ,/C"t+ et. ' t .lD:rar 1 r B.Ez 1 5� ."_ L. F u.-3 ( h.�T�'k f ,cii FeG'Ea a i 4 01 st W11Q4 rm Wt".S ..._..._ .' ii...... SEE I.=G 11 5+ { _.-eiF`ll_ td-'L f.. «t' ,.18 4 19 0 ,} IV- -_- fi 11 d �o:'B3 ,� 14 it Kttft D 0" t5 fi tiF 2e ^ t+t--'5 t7"•t i. _t-'f0 1 B' 11 ?� 5 t t, 10 12 .., AM!) y .,5 13 C Fs v-0 .... 13 9 .1t .. 9, 1 r :..,? },} ;3 1 Su tL, tz Er ,1c Ltft.fl tq 11-A Y. �•..a t :..�"' �"" t y 32 4 12 0 t6 S 1 td tf E 7` rS..ci7� 0 t' f 14 1� 8' s5 4 F7 ±a g FY 11 11 t i 7 C! f iii }U4. 0 `, 'fi 10 ,.�ff u ..£._ 1 _.... -t...._.b. _.j.....� 6 e ..lC_ t..., 1 1tI T'. - ,. t I n ! t tr .t•.. <t _ F 1'. x U U.. t tU tt t t ! C r ��'; Bu.�I.' t i' � tL C' � 11 7' t -14-0" '{•-"Y'3""'D 9 3 tQ-S t -6.C) _ 1 i` 51 .._. e d_w•r t?'-r .r+ i�•.. �'.. tt r7 n r1F' �ti1 E 'L. $ a u r ET n 12 I/2 6 7 g - _ _ t tj! ; ''{}{}.. .� a ' _ 1 f - { t t;}- 1 i..JO• f 1 •-1 : ) --tr,' ; r .y' ! i' t' it ./?• t- r k t [ J 1 1 S Dn R r• 11' (ft 71 6 .1 .x_:.f x r�^ t _n" e e" 7.} R f i•. r--4 7 6 r o , ,..-.. .. '}-' 8 B' ..(f0 1/2. .. 6 r 77,.. t 8 s" ( t l0 i/2 .6 0 5G' ! b 2 � $ 'i tt 7'-•b r _ F _7 1SI t t 10 6 f ,`ya.0 8..t.^. 4 .,.. 7 10 g{ 7 r o_;FLLJ F)0_[i I. XWIE FPI&CATED Ak S1 tT SPAbS MAY BE USED AS LONGfS mcPCIR SPACING _.k!5f [,ES fl� SHEETS 17 & 18 INDICATE'tWV AN MCHJR SPA.-Itlr IS f`M i WLE FOR THE CORRMP014DING S Ar 14n AS.0 [FS#Ghl Ptt 5.J+,c' RATING. +,ot 4wlft ,�}}bi{j� F r' '. ..,t3 �° ..r._. r� lInn'vt-.c'y Rurrtane Zea.'_.1 4 .G LXItiiINri SrRU F 41tt •,�- �r�, i �pytRi'1 I "s' t`FS 1 c ( is('1b P TP.r'C014 YL h.He.F' I.'lc \l P; a s a tii. Etl cofa t r '.,c� CELL LL CUB R E .sLr �. _ d 1 ly E gf•».yit /a,<-n i _ T 1 i fic-t UJ_ 1S CONNEC O 14 I' rO- r.,. -T IC xc .1 f r< ,i:. WC F.� ter a ty t• tw r. ..try pa.r 1'71 i -r.0.AND 9VF.O 0 �rTc': a } ti`! a x C+N' c Bahr . }• �`-'-'j . _ .i -:^w � out w vn�ext�a a� 20-06; t-.uyi '� 9;I+Tt 9t t1tY.FL 34304 ' '�J•• .i i Uf :'it' e r':..n7 rn4 m „ OWMkt4 W OR i l,eR),IEDIATE LOADS MA±' 1K. •¢ •1+, i,�.�c5at' TI awna,-;:yaa}ra ra rer f n3 art-ssta t f.;t-?F.q•q!!z".7 BY r.;:k.�,. '.•IT:itp.SSATION Brrv,,rrN END)!AWE;rtt�..ttr..,nur . :si�l�s •.s... ,� ti��bE SEdCJ51GNATUnEtDATE Rt�nW Ur« NtA7 ow.rpxu srctl,a wx1 z ......_.. _ MAX ANCHOR'S SPACING SCHEDULE Va- r( r cz rt ,t 1t n!?�?CiJ(T""nf)►�iR'(3 CY"'" ih_??'i",` „1tl!RC ' _`.' F_ S" T(�1�t f1RE n{t c ri.r,vjIF.L..,.tom` n 1 `tr 4 E WALL MOUNT. FFr.T.rLRL { F [ t > 5 ' � u'-7''f � 7'-9 [[ ? � � 12'—iS't } iG'-2C't f C t . A ii ,.,..5.............,.... ___ ......._.._. .__ 9 ,..,- t; S 9jd... 5 5/A SLI- � c ��.._._.._.._..._..___....._._._..., " = F ;. K.v �' CFI T C i. r `' ,..... 5 -. __.. _.:_. .t.. .... n ....5 ... ..., [ .._----==� 1 nNoE Gs.a o�SGt-t f 7i 4T...C2P,`td ry ►JITt^�1 SPo J INDICkiED ON SLAT. i nF mRv.4t4Cc CRAPIT ON TRAPPED MOUNT SPFard WIGE - E t > 7'-s 1 > V T > 12'-16't > 1e'-20 i E G j oaf A, t fait) 8 ? i .. � � {C 1 . v. !n tos t?a 5 s s a 4 ( & E a Fs r 8 L 5 5/8 a 5!8 �/ ' I _ 6 /2.^� 8- ...f4 5 S `i/$ _a Jf$ a,S/FF� .__... ..,., f .. .... ,¢ �t t� e' ._1..'_?_ta i" i/a 3i t `t 5 s/,,p s �/a e c fit#a Lu saS7 >{ to , INC. F .._20 Of 7..s r.�r ~W _ Rti�4 .ANCHORS RG S H Lt"� a t eft A tVEM1i Stil!VT R MOUNI!h G, P9;INf,5 1! f`,6R' OP �FiNf RORS 1 C7'POURED CONCRETE WALL: [ , _ Writ O ~ R ttl7 .w,rfir- _ .q ( J.. > �' t > &-7't E 4 `j y—32,1` tz tss > ;Z 2G't S s h }" t 1 z SLAP i k1AX.^SLAT 5?fetR A q � r g 3 GIVEN A.S n OFS G+! LC>� l J F ?!EY T�cGR k X. {{ {� SLAr SLAT r"r£RFOW G �E Ct Rr oljq rRAPPE[ t UNT s s e 7 t 121 f 3g WOW t( ( { t/r S 112, #a �S k -3 3f1_ J e'lld S .. t f �L(Al n.Qu r2..1 uNr K ( �� r i i,:3µ 1_ t, 1 r.'..,_! a 1 ? — � f t_� E 1 '•37 '3 � J" 1. !~� 4 F ,...�. � ..! % I �.-� G e`. k r � Q ffi G P F E f, :i d � ,3 al a Fi R [ F d.�[ ��• 1 1w.,. c } E �.. d .. ! �5S /a r s/a " .. t Itt t f f` ve 5 N, 4 t a 'f $. a '��1 t SjF t 3 f� S '�f ra S Sf 4 .... >t7;-•sSfa Etl # �M....;I. �.,. ..� S � j _�.._ c d'.}a � ,..�i/ „r# i�:t w t:��,r 3 ��t s;3/R S 3/�3 ! � _.. 6. f 1 ! c�5` irrfl8�gt}{t,,r r ...•..._ ...-. ... __ .__ C)- \�� t!?.F s.C^.11�'t}l.'•'(OO:IS,�.ry G'+4� d ;,�• `i £. j f..t t i ; \�"sf^ It"'a C'C thy''a ° j x _ .« F F PY VC�ae �•+' _._ t i y YFy-+ p 5+�3 `[`U I tt �d d S±ICES �l'1 I, " Y`4 E F+C.. „✓ f .0 5V s+qv xiy, C f {a'..41 .-ee;! tJC4 BA Y+:1 va:f CRKF ryt! Q64 {f„"' 1 s ttb d cx! Zl., xL FL St7 'NAAR;N> '< '� +:.... .._.., ._, tru E •t,'rtx,r�§ r r s5 x�c��ix�j�Gf� �•Y='��`'�h'=.wEA4j>k:iu,7Gr,E(CVSi2 4 ruxe�a cr P ulgt�" as v-ar..., sot¢cr ry or zn Y ANCHORS SPACIHG.•SCHEDULE VU FORA GNF�!'RRCiDUOTi It11oUNTIPIG TYPE;tN!SM B"QJ TAPCON XI ANCHORS TO GROUT FILLED CELL'Cf3lJCRETE"B(:OCK WALL,A.S.D:OESIGN PRESSURE RATING&SLAT SPAN RANGE t +tV1tS.L.BittiEstJT . w SLAT",SRlkft`RANGE. _. PRESSUIWE 4-5't . >5 s T: > s'-T t "� T 9 f >9-i2'1 > 12-18 t > 16-20't s 30.0 8" 8' .` 6' 8".,. 9 8".. 6" _ .,4.1/2" . ............. ....__ >3t-4o 8" 8'. .. S ,�.:- E 8 7« 4 1/2": _ - - _. .- _ ...: -- >a140 8' MAX, SLAT SPAN FOR A 8 / - SLAT GIVEN A.S.D.. DESIGN >81-tos 8.. " T 1/2 .5". a _ .. ' 5PFN� _ u -- PRESSURE RATING SkALL >toe-fed e' 7 t/2 6 - 4" - -••—••,—"- --1 NEVER � MAX. SLAT >tz1-tom a' _6 5 - - INDICATED TED ON SLAT _. ._ _. PERFORMANCE CHART ON 1-160 - SHEET 15. >iat-,so z'. . s" PAN—DEFINITION .•:.. TRAPPt:Q MOUNT- eFsrc�+ m ' PRt , tuawc 0'-4•"t >:a 5 t 5 s t` >s T t 7 9 } '?a 12 5 t2'-is't > (".f - _ g 4 t/2 >31-40 V. >41-60 >81-105 6" : -.,s ': a d 1I7 .106-120 6 $ 5 1/2 .: 4�_......__ 4 t/2" - >121-140 6' ._ - 5. - 4-t/2.: '.: 3 3/4" - .. a1ilLrxcsLiT aiouuT uvvc is o- SLAT-'SPAH RANGE PRESSURE o-4y t 7 V�_W.i- ' > s-6't > s'T > 12'716'.t ttntmc E- {E ... 3 E E E E E tE; :_E" E E 6 ;;E E ; lE E tE P,/NGE(_eA t) - s 300 6. _. 6. . .,"_,6 ,. 6" 6 6 6 6 8 8 6 ! 6" 6 1/2 44 1/2 _ >3, 40 6- . 8 G G. b 6 6 6-_ s" _ 6"""" 5 6 6. 6 8 5 t j2 5 �1: 4 >at s0 `g 6 S t b C 5 ij?. 4 k/2 3'3/4 >st-BU ._ -.....:. #. fi .-, 6 6 5..��2. 5 1/2 5 1/2 4.:��2.:._.5� _ _ 4` a M. 3 3/4 µ t m >et-,os s" e• s'" s".. .5 t/z s ,/z• s t/z" 4 1/z 3 3/4 a 3/4 ... _» >,os-,zo fi s s , f/z sz. b. 1/z 4 1/2 a 1r2 -3»a/¢ - . >121-140 6" fi" $ iJ2 ? 4 -:", 3 3r4" 3 3 b" - _..... Zo 'tr7p0 rrrx':vc, FLQRnA b' �JIL>1tNY�GY MDLt (�of v4tf 3dloclry Humacne. erne) ft+it Y.P. a sut c -a ur[tN ac ccYPaNr E7CPENT':SF#U7TER S1 RVI INC. 'A 1 f!/,� axG ni+x s.. wrs+"m.rswz n.a:oo swoa[: 6 H-6�earn'M S490 . 20-064 - Y r •• j. "'tnaaY (mil-3WQ (at':1]W,D71-IS]I B,ATI 4Fz�I" usw.. =17tacuQaD,.Mm �,.t1U 7 lD1=774M DR4'�ifD Na . F�.Qe� •l4(` CYODM3'1tS. ., �i��' Ii� ••' WltER 7. dt•P.f. •• � v+e: : • 16fsm11 wc. ... .. '4�i��C$,�c•,,• C�` 6 5EP1,�`51GkL4TUt#�%44'fE rctl4a�k.OtItfuz o,l an sNexr to,D�i6 SCHEDULE VC fix FQR� €L'bIF E}('-,x y/x FC; CES ILI/ T` AO'MIG.AT JAMBS FOR AN A.S.D.DESIGN LOAD RANGE SCAT SPAN RANGE FOR POURED,COMCRETE OR GROUT FILLED CELL CONCRETE BLOCK WALL BUILD114GS (USE MAXIMUM VALUE BETWEEN POSMVE AND NEGATIVE A.S.D. LOAD) MA,S.1). SLAT SPAN RANGE DESIGN PRESSURE 0'-4' > 4—5' > 5'-6' > 6'-7' > 7'-9' > 9'-12' > 12'-16' > 16'-20' WING - —_ — �„ - (psr) Vx Vy vx Vy Vx WLLi V_y Vx Vy Vx T Vy V x`I—�Vy Vx Vy Vx Vy :5 30.0 10�W 60 10 75 165 A 90 �238 1......... ..._...___.. _._..__.._......__.......................... >31-40 10 80 10 100 386 120 440 140 398 180 823 240 1328 320 1823 400 >41-60 10 120 290. 150 794 1.80 509 210 708 270 1266 360 196.2 480 2553 582. >61 80 10 160 616 200 767 240 796 280 1007 ': 360'. 1695 480 2422., 600 2547 596; >81-105 123 210 550 263 711 315 1.142 ' 368 1372 4.73 2009 591 2492 638 — — >106-120 313 240 728 300 881 360 1345 420 1587 540 2112 640 — — — — _.._ _...,.. ...._. .... - >121-140 552 280 960 350 1003 420 1612 490 1869 630 2039 6................ >141-160 781 320 1.1,86. 400 1322 4 0' .1873 560 174C1, 640 'ss�ai~I ' NOTE; 0 FiN1710N IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR PERMIT HOLDER TO VERIFY THAT ExISTING STRUCTURE IS DESIGNED TO SUPPORT Vx AND Vy FORCES IN POUNDS PER UNIT FOOT OF SHUTTER HEIGHT AT BOTH JAMBS. SEE THIS SHEET FOR Vx&Vy VAWES. Vy SIDE RAIL_____[::[ ` VX t/ .� �}t3k}IIN}Wj,r` ....,... ...µ%.`.., ., ... ,N�...._._ F.L0.,_„q(lA'BBiXON6 com tNtrrt H""A Velocity Hurricane Zone) .y we /`T^ .<, ..�, C MO t s. i ;ht. g g w darn F•ti- a it us _. — — i. 3taufegsaIIMerspsLia: oe�r/zo 0 r EXPERT SFIlr1 DER SERVECES.INC. y� Y¢ ��ri asTr�c,s mkr.MNG Co NY ZO OBd -a STRTEi31 rs arc w 4 t n�cas carte ecJ .-tea wf«art w�� foxf,sr tuoc,n•aessa, Gu919 Nav ear rya scsa mc` k sxs snu enav um+# ax n�. B?L7Elt R tw rsivaa.n.v�ee m.a :, mru rww 5e�m mr ... Nnre, fm;RH ttWsro-t.?�Nn-fai P.F ....... .. ... _ ... `'q�4C�,,, f ;.r c;�\`,4�,°SfAI✓5lGt}AtUR6fCLt'tE:•' !U��+t)&,�{tafeT c r;- bNf_"laon-o-.:?"3t_S=) al1raFr rp�p y,.Q.. r� . L_•_,__ __ Rr !° ti 3 Y lf�F?R 114" tr t kgXItAUFd 3LrlT SPAM1!ANp P941`IklF49 SFPAR�T}Q{sT{7 A5£FOR A € E!J YJUOO C-A ._.A.SA G b€G4 PRE,i:iUR'c RAr t G fp.&A.SLAT' „r .ti Sex?Q _r >•r y t;a iR,.:1 MU: {g.sr AJ,Dr'PaOUCTNOUNT ma. r�7:4+Ah`St^r P K. .G dr&c='+r t,.z x...y r x0f,,cp.;}zom E+aurrrcofnmo 1pem •n� &ND;'RQCS,JC'!"h4C(!"t.�„'tK3 TYP��('�:y4��,?C'w�'SFFtAh7E:S.UtAtS.S .•n:t c,.a;:r,,.b,...1,,,.&;'o-+ Xr:�r a BARS MzR OFUML 2 aE:OAV i•.,r:.;•. ,tk<,.-° ,.t;a ar�c�z t.�'+ ,::SEEow- :Kra." VJi 2'kb"5T'�.i�35.AS PE:Ca t.3btisAitOtr'S t.3*,�CZ#-,Ai`S�' to t5mw 4um APR im*a eF+Akr 1bi ca9aRT Ici OiA r Xbi ib+Fti iel 1. : I _. 9 � MAX €��at ! wt •r xaa eat:srs€t €m wt�un wtc amrnr t AX.D Q=Mr m R=OF �^-- !1 Will"[YiSIIkE `�••�• ' •"•2'u::.-� Its YSVdMUEt'f ',[ftdE Y(! �GRAOE 0&SiCN "{Xl {r:'i slit. n'. tU 3�C:fiaxY4s.8t�,ti NOS "N L6m VAWE +sd.A irP'iAoCON xC 3NcLs --AS&fR3?V} E RATINGr+ioib8t 'W,/tt-5[4Rk k1ARS M m •.- _ m-=-�r". ---y (P s.t p tam arts a,w wx 44 �i S - 'M'1LfFEL` ` . j A Wo. (C' ''f8 G'Jt 4tlD tD 5$1 r CR.`.D'NE 12(0=0.55) fiC + :�j P d 8 1 .. PRE;ZOM ltese '�•'+.n-su �rri- W - SOk H t;'<DR6 EO + 5 p• _�• - /G 51Gt'dt.t3+R5 rn r �'7s. t��R.M�sa• ecftn• rt 'Of" ~P+/9 Sii�R t3ARS `"�C€tS f a; ( ) fldt+rG �• c,Gr,L"s. w� _ sa�Ar j{ 4"a x,1'�.e7^c �r �r n- �.< r,Ar 7 f 1.,'�'fh"L.k'+'FiE if $!p'3 cc_o c �OC a�._� i .t. - ti RGa1 8Wti _6 Zvz } t (n a,i wit��QASA$ fflti NpFF3 '}(N'd NOR`%�i} 4-S . � (� €• �ri*J:4Ym ,.,...,,,. ( f PS¢t.umal C�xK'r'4sa5 N„1€taYYC4At sr3a y r qa c a s i 1/2_ saa t 7^' fr1C 7 t[2 �3:pi''-e. /2• £?^.tl w+ ec':, tO,�O +3d O , 7.tr^z.• .. 55,q'�" �„_..,..� .,I S "7 3't 5 (3 `� € '•�"�""�' _ } K�.O'� x s AT PE Ft Ra�13ASE'CRAU ItEls lo�LYVAUO FOR irr$L[P) F.3ftf r'YF'a-d•V�»':.'�ariR-F1 hG5tK'3PR6&' €Rf P,hiEM;{^ratj AND PRODL=M.dVNr ,..-# o . h^..F+dtlut•ALF.AY'vti$Wi1YA€�2d 9kRS PER 6ETAtLT E`COYd - t �9rn3art I € i *ta' € 4 ct nfrt � .. 'CHART IIIC i tdfkXlMfUh9 a.S.U.UE�G"LOAD VS.rags c rs crs r�azE S R Px fktY t- s �rraoD dd _.. 57WD Kk lXARA.TS- R SkC4}t{CrD'96} .� 'i4"m.,m�•"i , Y17 '7'Ns'noCO S,_ two€Krti4'hRi frt+ 9XfitrYi 331F:i)2(Cwfi."A�} -k "3'E.,t Jd}i _ ty".+EFDi'N_[£0 /USE t snAwA'rd rt ttN kL secs F Sri+(c�os°y. &.'��LM, a.st�i LM tYuAM�u"� � tJ FI AfL�CEl Fb�TICYM . .. I . -YAM Frzt -aattr'(�¢�.� DETAIL 7(ELEVAT ION) r==1114.�ARArsa+ S Alf# +4 _ uu.s ,.spur, cars €Tp ( i(ram} f!ph CtEGN `` is c� 4 uaia t 9JEFtrrnh ark -•tG ate) .; f ... =1. r€"aS 'T-'tt 7a etw•+v. tr=-ca7°. W/0 Sim fY.CS •."'^"".,,,.. ^.. ,,W i.^ RAi9RKs saaavr a rya irr 4 1G w/ _ 0 Ai S( e (P°t-) tRse.weass7� -r V. ...,WTIM— x3aa3 a'o�bne- 5LItT� AH dEC7Nltf4N �.Z 'FS '� r....o._ .... ..._.o�....._ . 4d.0.se 1z'-q•.• a F3£�' e00K00 MAX;SLAT..SP@.Nj N4Y..Ei?~OSFJ):A5 ICrWG./,S ANl JOR<FA i,,o`SCHFOOKM C4J S ISDICr+S, i7A!',A $Frr t"i?4 f�AC,.1, ABBE F€52 THy COrN�,5:2SE�f',5.1'fk`•,.h,...r 3'r�.AK Al A:5�1,,(Y 9GRt PRE 3S4JrtE,E2ATb„ ':€k!0?�L ri2f l.fE t'r'i,L TFI B+`BLffL'T 3 Rl'"TLY ss.'A:;.0 ?!, ,., A13w Pjtu`1tSiirr:S FRGM O:",1Afx'iCPt:'.23'OP FkFF. �t:C+Rtrt7t''8i3ims mix,'P.alt�tMUM LEiMk,..0$ �9t!�! T iTHSR Ct E ❑t'GP�+ihv ,�rtn€r E .�" ,.�`�.��C2�1 `u 4rr��• ",........ �.a,. ._-.. .,.»,..,. .._Mx. .rL!�C€A t3,iaGgtG CCJL_`(^Icrf'"R:aSh Velocity Hurrioana Zone) INSTALLATION INTO WOOD FRAME S''t'f•',i.cr Uf2 fl<? j? �:�....•s.�_-`'> ............. m � c blsle .. Sa+T1tYgSkuEtatSp3s Aa aaVATE S.. t t,rat�t ria a.0ccamli wur wr EX'FEPT SHUTTER .Sa�F ICES` INC. A • .e.»� raT,past ra L, 184rr 20 064 9 53ntE tC. ts" i° `can,cam aaWt ei s�loE arty ura+ u0-0 4 �1kb77y rttk+TV!t A wp u ! :.a . .aNccr 2a or..":: un nm ws . _• :,dHM "tttti �...�_ s r 4' •r t{.: t. �vtf X.ANCHOR'S,SPACING SCHEDULE iFOR.A Gi lE PRODUCT MOUNTING TYPE,WOOD 9t sKoi FRE6SURE RATIhC' .AND SLAT SPAN(-MANGE � VVALi_j„'-.(3U vT a am,—,0iU 1 M10UN i Tv 2'`x4!VV00D a f LM JiALL lnl,atjt t,j�t u FNEVI WOOD S i UD'MTt-i MINIMUM 112"PL`WOOD i (4P?'t7-#'rtlt_i CJ4 AHErT 20) jcEE bETA!t 2 ON61![FT20i Fi a AT caSv p+Sm WOOD GRADE #�TtcSS.RE ! tier Slht SPAN WSNOE WOOD RAQE` PRESSut�E ry + iI +F + hn.k'�' 'L ,> G'tc4 `.tt`+ y�Fi. `°'�'' .p>7!o�' d-C".0 4-5 3U4 p .. a tT 5 6 6 . SOUTHERN PIK ' Ott SOLFfHERN f N� '4 � 411 _. � f F_ .. (t:=055) 4 6 .. (G=0.55) 6 6 6 5L 5 4 t f2. 6 t 6 r 6 4 3/4 3 t/2 BO L - L 6 6 ...,' 3 4 5 ' 4y..3 3 4 3. W_ OtK L4C rt C( j7 6 3 t 0 6 DOU6 S E{R SOUTH . (G 0 46 - - - - - [ Gik4E ( 1 o s j s 1l4- s 1/4 4 r/a.. SPRUCE M VRR MIN , 3o.0 6° CE PINE-€€R SOJt}! � o,� 6" s` s` c` s 5 1/4 4` G=Q.3Eti. G=0.36 BUILD-OUT MOUNT TO 2"W WOOD STUD WITH MINIM UM,1/2"PLYWOOD (&EE DETAIL 2ONSH,tt ioi VVC-011 (MADE [Fiif"�zF � Cr-<' , �c€ � >,�� >t T` 74 f X� t aA�-t �jt. �"�T'-,�s3.�.r � -r rr Y�i-��f`--�`�5-�'ti:axY r+u,'...',=s�;•r� �iK��''-+t;�i�r--ttrr- &es�..,i--? t s c � i i_ .: s,+, 1c t m,<"'',•_,.,F = i a. o<c,e t ri�rrx /� zxra x �.:x>~rW,g�� avt�a t=e..:'r� :,��': q uawr tt ra wE,a nr`�rncaar pfcS s F U G F tt ST 4 1 7 f ». t G S a E 5 L _ 5 :4" K E c. w , F R � 7fa- F•o n4.L^uux rC x('400 w:n velocity Bl moon Zane h'n1 3P{N :Crq aLhlf 11I? MAW r,, i fi r"' , ttT, a fiTlUG Srir i_� � et MAX, ^rr z{a. v[he�E ON su } -c IsX P�tR�au.•,r�rt'>nr.Snoar 1.4,§7 5Ps�rtt'F{HoaAtr E rR�^aVxlI5xmCptazxtrS�rr+rA INC. PEr O4rE { FT m : 2as0j-osn/0Tsz6e z4 oravwo K. stret zt.oa,s ~ u.a = T r•iE t: t TABLE 1., MAX• ALL0.WiABLE:ST0RM BAR SPAN(ft);F.bR.A.GIVEN.A,S.D..DESIGN. LOAD'Om.f.), &A GfVFK STORM BAR SPACING(t��" A.S.D. STORM BAR SPACING 07) Fidz4URE 2.567 3' 3.5' 1 4' ! /2.5' S+ 6' 6 {{ 30.0 i l'-G 1 0 1 i'-0" t,'-C" }t' 0" i, 0" 1 i`-0" i 0' t t'-0 t 1 0 THtS REGION IS ONLY VAUD FOR INSTALLATIONS~( _ ._,. _ ........ _ W1 t OR MO E SIORM MkS PER SHW?ER. »lt p. _..._..._.-__. .. .. I t 400 11 0 1 J,t0 11 0 tt G 450 1i C.I 11 0 11 0 ' 1t -d 0 i1 OL- 0 11 0 1r -p 11 0 _.. - -- E0 0 11 -0' 11 U 11'-0" 1 1'-0 1 t REGION IS ONLY VAElla FOR iNSTAU 171ON6 1 " n' 0" 11 0 t1 -0� ti 0 0 0 wl _.......»__._....w-_ ........ . ._ _.. 000 tt -0 .1 0 tt 3 17-p 1a U 11 C 1} C tt v 12 0 .1 _..__. __ ...... _ ____ . .. -- _ .. s - ORMOE o _ -C -_ 610 11 -U" t+ 0" i 0" ,t'-U" 1 t �1`--0 ,: Q" 1 t -0" 11-d ° _._._.__ _ i _ _ -. ........._�Y _ _»_. .fl_.:.. _ t `-0 -0" 11 -0" - ... _._... _ _...__ _ __ ......_. 75.0 11'-0" 11'-0" 11..: 0'. _ i 1'-p 11'-D" ;._....I.,_1-D _.??_.. 0....._ - _ 80.0 _W-01........ .»,1T,._� ..._ _ .,. . 85.0 11'-0" i'_0" ...._11=O . 11' 0° -0 - 90.0 11' 95.0 1'-0 7.1._ G 11 0 11 0 11 G r 0 _100.0 0' tt 0 1t 0 11 0 11 0 _ 105WQ 11 Ci 11 0 11 0 11 0 t 0 _ _ p f E 11G.6 a?'_?)" t�_ i _ i -..._... _.. ' ».............._ 1150 11 G - 1200 11 0 11 0 11 0 11 -0 125 C t 1 J 3 1 0 1 1 C 1 J'-'G ____....... 130E 1 C1 0 1 0" - i.�5 0 s t 11 v i`-U" ___.._... .......... ___ ___�....._._ 1400 it 0 ...,}t d 11'-0" - _._._.. ...._...- _... 145.0 1 t -47 1 0" 1 r 1," _ .. ._ __ - 155.0 .......... ........ tidal Ear rt t4 r "� '>� Mo �r.c;•y.8 in.., zcr.c), MEASURED 114 t3 WEEN CENTER LINES OF STORM BARS IN � Atp. ti � Krrt - - -- -^^•� F�, JR aft ht- JtE jjtJL 110 CEWFF Jwl.', ................. _......._..-...»____. _.... .. -... 4:Ra !'t T-`r.. a s,'Ut .{ gg '�"` t ❑1€cS1t❑tYa*t3 'h7dri osls/foss CArE � i 7 ro5,0,,rr oe ca ttv d 20-064 ,T .. ,•cxu s. fscrd+ tw .t'6& 4 a:ru sisda M. "p�S �0Y�U c-rara �r cra„e. m >(cm n rA� rij eri=asov oa.�wmo 1n to 4pi w�✓�__ M,.. t a a w i` a:t Kw s x.r w� err „ wtv 22 or is .�(� �}41 SEpLfS ldc�lii?EIGw7t to aM.t B 14tet . N ii TABLE.2 TABLE 3 S!- - - x ;< JF --�L it=h-,�:•:, ..!-, ,,F?C:�! T4^:7`.T;'.LT c.TQP kpdD 80TT_.?�t i"FF, ��Ci ilREh9('+. c FOR C=r;s; r P CONNECTION PER C3 C;+?E'.i�fzETE TOP AND 8'JTTQM PER 4 t.3-S;Siici( f+ h/ 4tVF"d o�.�,vc 3 s t 1 4iC FAR�j AF '90te G*s FQ',_-4A QIVEN 11.S.0_c7ESl+3i11 EO/aL?4Ei.s,f. &STOE2itfl BAR SPACING STORM BAR SPACINv s (ti) a5a j STUREP 8AR SPACING"a"If F) w 1 O,.i yr 2 � 2-567 45' s 5.5'� (^ 6' 6.66/' I °+m z 2567 � 3 :< _ .- �_- _ S 4cM 1 4. 4.5' 5 6' 6.66i P,D,C D ,...».N,., k H C D C C D F Nxt D T r r 4 C _-4A.a c 60 C A.9 C .. A A h P,H -0 O C,0 :.H.C. P,H CAD ? tF 0 h9t.D 9CD P9 D <kC _tt ..A... C � 3_BC _ A AA h A _ {_ ez & C S E U "I ....0 C E:,D k C,D C A C_C LB'--` E <A.C ' SR 3.�, --1 t h1A 0.9�D C4,CD D,C`D _,,6,CA__ AB,0.D ..!'.°.C,D_,G✓__..eCD; f<H.0 .�._.i9___'_�_ <.FC #-�.J.D Ld C.6 I�H�C �5�C.._ SB._ t A.. A .. —.�.A _ Q3A ARCQ lyB�C- I ... ... .... A,B C R f h A A 0. A A 7lSly YBCQ fBCD„� aHCD A@,,1D A,BCQ <BC,_ ABC (II 4B,C , A 0. ..I ,_70.0 AR;Cfq IBC 77i A;B A 1 A 111 A A._ J A A.. 7g.0i. 4 D. .A,9cU i7�D ABr.Q POCD .� U,C 5HC I A,B I _ A A... -» J _ _. 3 _ _._......... ._._. 111 _ -' ... 11 .. . .. .. 75.0 A3CU FpC F 4 A A A P A 1 GRO BC. } _&.0 A3rJ .2.,¢D '_.S,D r,O �. h��Q.0 .�BG _._,©.C. e. h.B .... !' i !}i .i MP hB,C A _ A A A A A <... k . A f M.0 l 6 C A -+ p i A ..,!`.__.. ._.......A -... A A... . .. E'f�Jt7.4 A„BCD t@CO I A,3CD AHC A,BC <,� A A A. A a$00 P.B.0 A #w. A A ..n ... _ .,tikS.O iBC� AB.COAB-.0......_A 9cC_ _..R.B_. _..,,.�.._._.._.._.A A A _ A...__.... A.B. A A A A 't10A- A;B C,0 BCD &H.0 _-AB,C A A A '-`-'"--`"""•'"`"'" ABCO.._ AB,C AB'C'__ A A _ A ..A�. A_ A �115.0_ ._..A_.__. ._.._....a-" ---'A.__ .....k...... _..... _ --- „n120A A A.8,r A.B C APB, A A A _ A A A..._._ t'2D.0 .A_ - .A_. A _._»»A _ . A„ " "- '130A- aBCD, ,.A,�BC BC A A A A A A A t3E.0 A A A - ,.TIII5.0 A,BCO ABC A,H;;C A_ A_ A.�.. A. A A. .. ... i30.0 A A. A, .._ _ 140.0 A;E1CA ABC Ae A A A._,._ 11 A__. A._ <:. » _.,__.._ i400 0. A.. A _ I-- 149A A C0 C n6 R A A A ii fi .. f I i tir+D n A n f AB C A P. A.` ._ A . - I t550 F6 f• A.B A A �.. A... ..A.. 7&S.0 A A. #} III {( ,J I A _ A.. A t .... ' ... _ I ANCHORS TYPE LEGEND .. t `:3n CARBON STEEL KWIK BOLT TZ ' EXP414StOS X,ICHOR W/2 1/2" Min, EMBLDMEtft*& 5' Min. THICK POURED CONCft>rTE (f c = 3000 pat) 13 3J8'axi 1/4' POWERS CALK-IN ANCHORS Wf.?.'t/4" Wn. EMBEDMENT*TO POURED `CGf4FkV5,(f'c = 3000 psi)&3/8"0-16 (rt/4,ex37T'ALL POINTS SOIJD-SET AEdCHiDRS'W/ 7/8" Min. EMBEDMENT*TO F-�bUfiEO CONCRETE (f'c - -'000 psi) B: .3,+fiititllutpj;(ky< _ P k ! 2C, 5-%;T'Lf>S .��FL. f.. I,;!e. ^�t•;1r-t< t�(C!!f't ' SaA 1.1P_ C+,d: 'ha }r�?,:Ior.{:y Hunicnne 7,»�; DRAW?,6v, Q iC a,1!/e.i ILD_X TA-CON ANCHORS YJ{ e 1.Ia tCr rh 0?.di:e.-lt To POURED p F.a3ftmr Shisttnr SgsCexrf _ eela(zoie } w - } 441D+ -_. L, sa-.�aaIG:c.. 7"•_ nnle 1 ' t deist (s 2899 s`}'PENT S14UTiER SERVICES u5�145, 4 Et.LHwn'aCR+t.&'C:J++FFJMY .. n: aka.m[ -rcu%r z.a 6C8 5 w wf?4N6Ri''JRiVE STATE OF a�ff' iti ew. w,r � +-,31 20-064 EAt#MMZ1 I'C IS BEYOND ANY FLOOR CEILING FINSH `. <v . � tk eroxtero I�OH['91 Wac n savaa oRKRNG go ` � F�ORtO� ��a aarpx�crep.9a t+t e��lTAr <.�q�i!`SS/ ••E. �� .6EA(.✓Si"'rutltpt;JRAiiC,. fgs axe.l sot�t rw?aw„�:z _ +.. SRESri W.x6 5Clit DIJLEia SCHEDULE22 t,l_I M (TRAPPED)NKJU€.1 Nl^ 5,,TALL MOUNTING is2�i:. 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