Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Product Approval
t Iot7da Bu ldhig.:Code'0nliine Pagel of t s + ,..m s $ 4_ s � 6�• r 4 Fl�r?( rtrrse�tt :130SHome_ ;togin. ;User Regishatinn E 1rot'Topres 5u6mirsurdiarge`{ Stats&Facts t Put clans , Fa6 5ttlr? dLt5 Site Map ¢Links ;'Search !. Busines t"rQ eSS�tiJ'aIffll ProiluetApproval. t" VV USER:PoD110 Usti EI IS!! y. ( # PmAi�ct aabroroxf tten.s,>plutlgrr nr Ariu jyot ar•'ti>,hnLew:a i=t.>Applicutlon.OiitAll FL 9 FL12246-RI Applicatbn.:Type Revision Code Version 2014 ApoRcation Status, Approved Comments Arch ved' Product Manufacturer. ExpertShutterServiceS,tnc- Address/Phooe/Email: 1626:SSY'13iltmore ST PortSt;tucfe,-FL 349" (72)`$71915, Ext:106' callexpe;toaotc6m' Authorized..Signature Michael'Helssenberg. callexperffcnaoi:c6m. Technical RepreSenotive Michaei,Heissenberg AddressIphone/Ema€I 1626 SW Siltmore$c Port St Lucie,-FL 349$'4, (172).$71-1915 Ext'T06' CallExpert laol.com'' .Quality Assurahce_RepreseiRative Michael:Helssentierg . 'Address/Phone/Emall 1626 SW�Bilmore St P6rt:St.666,'.FL 34984 -(772):871r1915 Ext'IOII CailExpertgaol.com Category Shutters. ;Subcategory: Roil-upi Compliance Methl,od. Evaluation Report Wan ra Florida Registered Architect or- Licensed Florida 'Professio6al Engineer 'ori Evaluation.Repoli-Hart3copy Received.: Florida Engineer or Architect Name,Who developed the Walter A.Tiliit If.,,PSE. Evaluation:Report Fiorida,Ucense PE•44167 Quality Assurance'EntltY National Accreditation and Management`Institute Quality ASUFance-Contrdct_Exoita[ion Date. 22L31J2416 Validated 8y John Henry Kampmann Jr. ^� Validation Checklist=:Nardeopy ReceiJeif Certiticateofinoependence. .FLSM46 R3 COT C•XPERT'SNUTT%R SEM%'S INS, NAS1T1LlYS.R¢„ ,7tl:x�SHUTTEn .. .. .. .. St5'fEM't.:t ORi^lC.,�15-03].nf - Referenced Standard and,Year(of Stant4arit) SGindard' SECTION 1609;1.2 AbSTM:E-1996;E-1$86 2005- _ SECTION 1626:7AS 262 1994. SECTION 1715.5:3 ASTM E-330 2002 Equivalence of product Standards Certiried By' Florida Licensed Prolbisidnal Engineer or Architect Sections-from.the Code http/J-vvww:floridabu ld n .org/prlpr_app dfl aspx?param-wGEVXQwtDgyzRNL05'OV..: 8/2012015 Ploxlda'Build ng,Code-On ilne Page 2 o 2 Product Approval,Method. Method 1 Option 0 ;Date Submitted' 06/08[2015 Date Validated: 06/23/2015. Date.Pending FBC,App."ro%iat 06/28/2015 Date-Approved 08%18/2015 ..._ ._. � Sutnmary,otproductts _ FL -- - =Model,Number or Name Description. ! 12246:1 Nautilus:Rolling Shutter System Nautilus Rollin .Strutters stem' Limits of Use, ... - '"""" Installation Instructions Approved for use In HVHZI NOFll l.2?2 :iki,Jf, EXPEEET 5M11TTi;R -Rv�tCES tPIC..NAM I U5_Rr LLLt g_ � ApprOYedf�r`u6eOUL41deHYMZ:.Yes 8tii17TR5y5TEM;PRWG � SSj�j Itnonct'ReslBtant YeS Verified By Walter A.31111t PE-44167 f Design Pressure +160/-160 Created by lndepertdent Third Party Yes Other State Missile Level 0 wind zones i 2,;3 and 4(basic protection Evaluation Reports onfy) Pressure-raEing•+30 30 p.s,f.at20 0 Span and.+160 1150 Ft-I22nfi R2 At'EXPEPT aHtJfffcPSFR17tC@5 INy.,,,,,ry(rVi'7f_f}5 ps:f,at 8.D'apan.witFr i/2'.sllp.See sheers"45;16 and 20'fOp addih0i a{R t ttNG Sft! I.PER, DRV7t is-07t.pdf' ressures.ands ans: I.Createdby Independent Third'Pew-Yes Contacttis,;:d940North Monroe-Gtreet Tailaha6t F4 9"3 4 Ehone::851M497-IA24 TheeState of;Flodiia is an WEEO employer,i onvdohr g8g7=20t3 SfataofFloddo prluacv Statement'AmilssibdllyStatemenF F nefiind 5tatoment 'under Rodda,law,email addrei4s�ire pu6ile records.Af you do not want your a-mad address.:released In response to.a yublit records repue9t do not tend electronic+ .mall to this entity Instead;contaci the office by phone orbyAmdlilonal maN:Ifyou have any iiuesnons;,please contact.850 487.1395. Pursuant to Setllon 455.275 '(1),Florida Statutes::e(fecdvc Octeberh.2012,pcensees acensedunder Chapter 455'F,S:mostprovldethc,DepaitrnanCwlthajr email address;if."they Rave one.The errads'provided may,be.used-for of clai mm'muiiiwdon with dia licensee Howeveremail addinises"are:puhtie record,:tf"you do ngt:wish m supply a persohal:address, u .please provlde the Depanment with an email address which can be:made avallabie to the public 1. determina if you afe;�a Ilcensee��y i ''Chaptec455,F.S.;please:: .. __. ... ,PrcductApp?va)Accepts: ++ttl'C4'til9tY ti?k'.T.niG"'C' http-//www.'floti'dabuilding:orglor/pr_ap :dt1,aspx?VatqmuGEVXQwtDgvzRNLe5g40'U`,. 8/20%2015` ANCHORS,.SktA,LL BE#N$TALLED FOLLOWING-ALL OF THL kZEOOkUEtiDAROt4S ANC SPEOFICAT10MS OF Tf+E ANT.How.l PANUFACTURER. Y fl, I,NAURLUS ROLLING SHUTTER SYSTEM SHOWN ON THtS k?BF.1OW EVALUAIlON DOCUMENT CA.CD.J..HAS MEMEN9.":ARtCHQRS REOU.REO FOR STORM 0tP.5 CONKECTKIt+O,e sktiAti f?B As SaEOrF#EO'OT:"A1?PLIC/ lE SECTIONS S«FD?YN O0.4SHIM'1 NeEiR.M,P,OR.;COMPLPsf10E IN ACCORDANCE.VVIO THE 2044(5th EDITION)OF.THE:�'0 CA _Va ftT:11.1 ,=X-INS,AtkNuFRBIk,ffo DY POWER FASTENERS,iNC. N/AUMUS RSA!44L<°.'4#L1T1Eli S;SlW SHAi:L..NOT E:INSTALIED AT Irai kTfo'�74'HN.idG' 4:ZONES(M;4kd=*OE ^/4-eX3l4"SDUD-kT'kt's°,k1FPs TUREo BY•Au'.#?DESfi.MC, JDROA'ARD oou"S}; ... -7!$"s JL14E{BI ..T�R LI,f1.UFACiT Et7:BY#CLT#:.ULC:. k8"a SWCCN rAAN1?i'AC7liRLD B'Y'R�1 DllRDEX:IN., 'iTESIGH W1hd LOAttS Sf?ALL HE;OE(ERMtN€D'AS,PER sECTK#4 16(GD OF THE,ASDVE MEHAON6 COOS -51 .. FOR A BA$tC wNTO"SPEED AS.NEOtRRCO BY TME,J#87194#f,,ON,WHERE THESE SHUTTERS WILL @E',iWALLED- � ' FOR A dRECTIO.`,W:kT1"FACTOR'KC tJ.ES,tIs`*;O.ASCE 7-tp FOR,MVALLATA)Ns ONDER 2Di0 TSG, .i.IN?UM EDGE D3-ANCE.AN3,$FACMG',f`DR ABOVE MENTIONED ANCHORS SHALL.BE AS LIMICATEO BELOW OR FT All ,.}37MONED'SkE£i. ANT)SW,tI.NOT:EXCE£It THE UMMUM{A.5.6:)M-SIGN ilML'RE RATCIOS.MIMES,o6iS a',$15 Tion I$.k.20 Ima 16: EDGE"BtStANOE t.VD.�.MF1EDIrEhTS ARES BEYpY4'ANY FI#i+SH rutiERNt_ "EOMMENT Studk,2E fTR6T REDOCEO TO a.S,D DE, -H`PND I.QADS:VfG tnp LOADS DEtEfiutti IN C DER 7-1d CRDUT TTLLEd�ASt. ORd#3t t6 YERI=f 7TsE ATitIVE COTASt1DN.'ULTIMATE 0..6(MULTiP1,11NC THEM BY P.E FN.O.Ass 74 ANCHOR, S"#++L,.r4G:4 TM13F :EpGE L115AANCE.:14 14CTi GIIF:CktF:fE CONCRETE o:m,.: TO"COMPAR TkVESE"'Wj 1AVt (aS.D)t?ESi. T" R.S,SESSE"'k?,TIt4Gs#NO,tCATED 0)J ,6M 15 1HRi1 13&2C;:THRti 26 7/8 Pz1 :TIO CALK-i4• 3.3/4' 41/2' 1 1/4 {40110:Tom), 'taDT AILOWED ^,44`CA'1DER TO VEFIFY,THAT,CDMPOtIENTS AtiD:RNCMtDRS.dN TW5'P,IED..AG FE5TED WERE NdT:.OYER S)"itESSED, 3/ cx31,+i,.50Ld-sEf: 7" 7J8'kCo Fa, NOT'ALLOWED A"37R ItrCREY1SE+H ALIO;NAEtt"STRES5"FIIR.T4#3.'d.LOAdsr.WkS RAZED—S1'714MIR ARAL.t &�WENERS. 'W'!8'0 JAP DGLT,IZ 9' •Y" �'1 1!2'{SC:D:PsR}. . t1IIT ALLOWED '$?ACtNSS TII WDIXS HAVL REf2i'd£T£1kMlNEDOT.AGC.OR.OAJiCC N .N.D.S.-T2; 5/TT'q'kk'IAPPnTN XL 3`31i' 3'.y/$' 2 i/t'(2$99 PA1)' '14DT:At1O71:0 NAtJRl15 RCLL!NG-SHtfiTER'S13TEMs A4EOUA-•'Y FaR MPACT AND CYCLE RESISTANCE HAS BEEN VFIir3"=.fD.IN LAS Ut AMERICAN T 40MONED CORE SOL '. ACCORiXtfCE W?TH SECTION:T609.k 2 O"'THE:.ABalt A.S. EST "-. 10,ANCHORS:MU#RES,FOR MULADH:OON4ECTtCJNS ST#<.r.4 Dz AS SPEt1MO ON AP-VC.M 1E.SECTION5 lij"ON SHEETS 17: FLDRJf4A.REPpRT.' kD7{k.01=02 SAS PER h5`i11 E i99B-D5 E I8e6-O5 mD'E 334 STMIQNTDS,CUAIAFY#NG T{ T1, i(A•T2.12A.'14do 13L . tNSTA#,UTfONS FOR NTNO ZONES 1 2,"3,X'4• Mi$SILE IVKE D.ANO:ONLY APMKAME-Tp BASIC PROTECTION kA 1ihSYiK DDLT T2 EXAA'vslON Ak'iCHCR MARLWACTUREO SY MR.T1.ING>. INSTALTATJONS,A5'8£Ftt:'.A OT SEGdOVS 6;2.1':1:8.2..1.$AND 6.3.0f-"'E 1996'S£E SN-TS: s2G _HUS-H SCREW ANCHOR M UF'ACHJRED BY T£LTL.INC .... FE i A53nATwAi !+ T#D? : -WEEDGE-6OLT ANCNOR'fAAN;J;ACTJPED BY ROWER FASTENERS;INC. 3,ALL A11#ML4Ui4:EXTRUSIONS SHP:L BE 60531'8 tJ,k.OY{lJNLESs"IITN€R€F$E ttOFE#}};:SEC-SiTm 2.: Vg,'rUM EDGE t)k�iT.446E ANI14VCN6 r OR.ABOVE MENTIONED,ANCHORS$HAL:HE 4_INCIPAIE6 BELOW.0R Af ctiB6ttE:krEN'TgNE4 SHEET. EEaE CISTANCE ANd Eu3.EpME?TTS!RE BEYOND:ANY F4f#SH*ATEW A.Atl:SCREWS' CDT END TrEMMION.SCREW C 33 TO:EE 5TAtN:ESS'STEEL 304 OCR.316 SERBS.1rTH'S0.W - i£UDECLIENT CJ TCS tiEt,D>STR.t" H'ANS15O AAT.7'N6kLE STRiOR CORROSION R£SJSTAtt7 COATEE#;LA121tOt7 STEEL'AS 5C��y8; S,O,S:ARE TEK SCREtV6 MAJ4tffA„'Tt7R"„O"OY:UW BkA14E%':6i 51V3t:COMPLT'YYI'��TLO�'+lBA BUU.dtNG ANCHDtt. 5PA:Ih�a lOOR. EDGE B#STANCE t9-tO07G CO`CRETE CDN,7cEtz";BLOCK CCDc;SECTtON 241t.3.3>4. 374%KN1+C Bat.T 37 27'..' d' 4 S!< t=i'i3D pmt NDE'F11175'ID -`5+ BOLTS TO DE`AS1M h-347,.CALVA1i#2ED OR NSI 364-OR 416 SERIES-STA'NLESS.,STYE#.WTFi 36 As.VKtAUN I!2 6'kWIK BOLT tZ 22 1/2' 7 1/2' .; 114•(3000:PSI) NOT ALLOWED MID STRENGTH. .. � 3J8?KMK'SOLT 12 6' a 319 2'.(3006 PSI)- NOT XtOWrD > 3/B a HUS-H:SCRLW, ;4` 57:- r 1,3WO PSI) NOTt1;,OWM 6;t TN(IS ROLEOiG StAHTER sms E4 SEARS U.S,..PATENTS,jsps:325 *p SJBa WEOG£-BOLT 4 1/2' 4 T/2' 2 1/2•(3wdtaT+!tlCri4ED .7: AN;"gRS TC WALL.FOY.. ?IpE RAtt:`,sH41.RE AS FOLL9}y5; 1f2 Q'#ffiJS!H.i7kY OT A'(,trE(OLt •6` b 7�L30,CQ;PS3 ALLOWED, ,. 5/8!0ew15+i15ilr1F 3t.Fkd1'c Rat 7 k/2 7..fx' 2 T/2'(3044 PsA NO AtDt O'. (A)i3O x:XtSTti1C PDURETI CM,RM,MN;:3J{tO psi:COMPRESS-NIFS±AEkGtH, t1.TH.ih`STAt;AINPI COWRActOR as 70,sul/co1JL#{",ALL,#?ROO'JGT COW014 HL COMM.Wkiat FYEmms 1N.CR'1Ti.N4pm S,UNTACT wnk"t25E3U;4O.N0 ,'sJ)$�P,-TAPCGN XL AN-NoRs'rs MAkLtFACTUR 4 FaY tnS 61U, m wci To P#?EYENT',"D/RAN!k Rt}5i4N.'C.4UaG AND SEAL atYODI#C7'%,Lks"'Ait;'STR7£Nq FULL LENCT4.' .. �3!$'a'!CWkt L Ot:T 3 kNCNCP.S A5 kiRlJfr'sCTUREd BY?eLT1:INCHi2.IF SH':.4•BE THE REEpo"M'L'UW-lX.`D`E GGNTRh•'TOR'TO LRRtfY"EHL'SOIJ.'tGtrES6 0;:THE STRUCTURE 0HERE.PPOOU'^.t'a;T0:BE RTTC,CHEO'10 A:1);MNIMUM EMBEOI wsw-RYTO'�FOUREO,CCNCREt1:`SIiALL BE; ivEvn,PR'4PER,ANC1tCP?.OE.-Pa fROGUCT'.SHALL..G�KY Be,ATTACH..D','TO CONCRE-E..CCNCRETE eaC; OR WR00 FFTaAAE 4J'IFiiFF,is: 2:TJ4'.FOR 5 28'P TAF'ON XL ANGtADR'S&2 T jg PCR 3!$'0-Ki+tsY,.EOLT 4>ANCNGR5. 13.TN#S PRODUCT'S iHSTA!LATIGN 5rU11:COMPLY 1titTN ALL SPECS IND;CATED t"v T14L.:DRAtYittG PLUS AM'B MCANG AtIO ZCN�NG REGL'LAttONS PROi.EEp ' NO'COM4ENt INTO STS OM SW4 8E IC)1t'3EF`cs'O+AS PART OF THE:REGU#BED'EMBEDMENT. - .. .. .. BY TtiE.JU?'ElkpTkOtJ WWAE"PERk{€t.:IS APPLIED TO> A2)M vuu£OGE-D.Stma_(E.0),,#NiD POORER GONCRM SHALL OF "14: UFiUEO MEC#U+r#ISM NO PART OF T4S APPIN30i;.. '4 OR5 15 o TAPIXT.4,Y4 ANCHORS dr 5 FOR.'3/$'m 1M W BOLT S'ANCHORS.,E11GE CMIAW IS F0 N.'D- ANP FINE$£?'1AAT&MAL. - '?9.(a)`THIS:S,£.d,ksBEPt.REO TW'THIS'ET*NccR'ts:GE,'7E!#IPAP GOES$OT PROL O£IA'illHtaATJCti FCR.A S1*SP[C17c PR&}IECT;1.n,WHERE,tNt sm AJ)94.CAM TkGXr'P>YT`C"ASY`::iTONE, PHCCASI';.COr•CRE1E OR st PANE'.9.'tiE ,,OR PA+laRa'BE FOUND:"UY C,ONClf10ikS'D^:VWTE fROPd TM aE.t).. '.. THE FXISROV,,.WA L ORJt TL*OP.ANCHORS,;,V4ML EM LaNG�Efl4UaC14 10.REA.^,tA TtAE tAAay:'ST:RUCEU &EAkR#O . . 9LIOt PV,E,' - .:(h)CDNTMTDR 10 BE�RESPOrJb:BLE fOm THE;s£LECTs+'l'i,PURCItASE.ftdO.64,ALtAiON FFN'tU(LNG"4�1'E S,tFfi'7;'OT'DatS PROs#1CT,$4SED ON t"rf:$. . .... .. PZO.PRGh+kDEO;'HE/$HE 0"F :"6t Dt*w":FROM PIE CCNCff10NS."C,ETAILEO ON THIS DOCLMEINT,COW-RUCTION!WTIV AT SITE.IS THE ,.(fi}-To EXISTING GROUT FTLCEU':CEi.1.CONCRETE SL04K'WALL•ASTM C-SO. t'ONiRA:TOR'S RES.aONS19C.#TY' , ,. # t -B.t16"A TAPCON xt AA.CNCRS.AS MANUFACWREO BY RW;WJILO£X,INC; ._ c Tk P,EO 4AU>,BE'CONS!OERED RTVAUO kF APMI[ IW-AHYMMS, '0;1)MNVAttM[7A3EtsMEt1P Ofl Sli6'v*'TtiPCOii-'%Er ANCHORS.PBS THE CROJT Fitl.[Et;4ElL CONCRR:,8w-K, (C)sRC.,Speom PRCdECFS iamj..BE,PRcPAREb.8Y A FLORIDA F'CGISTEREO;ENGU.'EER:OH ARCO-IT.ECT WNICN-W3,L:BEC4eeE TY+C;.E.BGIN OF UNFf SHALL BY:2 RECORTI'{E.U.B.},FOR THE.PRO:EC1 Attd�Wk+O iY.tk BE"REok?CNS)dt€Fort:T}kE TxROP.ER U..E OF THE PE.D.ENG#9&OF AECCo.O AOrly"fv4. NO EMEOt3ErEF,3.7 51Ji,C0.;5H4LL�ET£,GO=,'ST}ERED„AS P;�4.:o THE:KwtRED EMBcomam 'A DEl£OATCD,"q;,NE£EF m-'HE P;EO,EWNEER.SHMJ.suaMR TO T1.ir.,4ATT-R TH"c'SkTE^spECIF,kC MWINC:r".FOR:REVIrm B2)MRSMVM-EDGE.'"Ok4TANCE(0)OF,$116'0 1Ati CN:XL ANCHCR�_INTO ORV-0:MailCEk.1,.GOWC!POF {µ}TTf#S•1?.�4..SHTV.k:BEAR T1iE ME 06 ORt^:1Rk4;SEAL'Fd ti SltAzmTURE-OF17(Ti PAS�3£>E,u�a#Ota•tf.ENftttE+��?3F "a e,.cGc SHALL 9E 4 E1T0€fDSTS rs E 1S:.DEY9ND AtaY'FON AS+aA1EitA# RECORD:THAT'PR£FwRgD'T6 B.3}�Ih CASE 1441,PREM 6i,570ttC' PA£`CFt a'`t CONCRETE.aR>BRXK PANECS.VE#EER CXk RAVf735'BE rouua ol;v .. THE EXkS$NG`WA._L OR fLEK/Ft,AhC40RS SH4LL BE To"£T104Ckk REACH�Tf#&LAS4 STRUCTURE flEHt!fd� 16.PPtT$UCT M'Ai7UfA^H#.RER'S fAdEx ,kLALL:BE Et.CCATEO OJT{.A'.RE4dtLY-Y15J61E LIICATfOti:rAI PRCdtfCT IN-ACER3RIip.4Cf'A1Tet SECTWA '7t0:B:3,OT SkA:H PANELS. - - ROMA Bt,Y,'.�tiG.CODE.ONE LABEL SHALL B PtACEO fOR��E1fETTY OPENLwG:"ttZtEUfk+x'TU COMPLY"MTit{rSECT14TI 171092 0..Ti;.ILCR�.i"L"Jt.DptG COD£. (Cj,TS7-E'XtSTJNi.R'0 ERAME'ii{hLO:ft ,PRt{C Fk"E-FLIT-SOUTH{C,=O;6};�dGiJG115-Ft}T,SaUDt{G-0,46}DFL' \ ¢� 1 S"1."!THC.STATE'or£LOsB'OA' c } SpIum TIT.•.muc}2 Yr/0:.0,55 MaN. .OV,�, - .. •FLORIDA'i,Skf Dit4 CCDE..(Naa ll4h ValoctW HvMccse`2anC). 5 -sjTc'P TAPCGN:tf.ANCHDRS As VA.7U ACNR'd B5"O:QtAtTF.. INC: x. �•t .,x$� olinw;It3Eip o:AeTl�11r:.. C,1)Mitr.UULt EMBEOMrtt'T OF TApC04.XL A`{CHOtiSy MQ. -FP'ME WPOO, WE UNIT 514 LL BE 2.ILL F!KYSF Al; �• 1`t,Z1'! . -THREr.OfO.PENETRA7,•N., SystEm au la;is NO"EUBEOMOr INTO FIN414 MATERIAL: B CONS#OEP,ED h3 Pa'.R<{ it?E P.EOUIREO ErtTJtTJA!EkR: 1F- -"'^"'I'^" --�* „ � /., 'C Q INCoA*T w y`• it[,S;TC51,tPi:.s KHGtiHEtkaY6 COYPAHK ,EXPfRT SHUTTER SERYiCES INC. o21-tAEY0r4d SIMM {E,O:)OF TA?txTti-ANt2ieRS;INtO WOOD,5tE11L 9E.? 1(4'.EOOE h`GE CaSTA #5 s'D%: :X'� 4r„�• yr K�..:rm P m.ttq,.uMorw cs,'xa,n Yt:s H,..5 S1r U�Fu.zr::.STREET' RANY nrt•st4'AUTE{AL. 'p• ia^'Y`F-!rp,f ";t53Y_Tl-fLSx... TS^(17' i D f1ilRit} x vaa s1'tvc:L t1.:4493% CASE THAI PRECAST:STONE,`PRECAST CONCRE'E-CR BRIW;PANED VENOM OR PiARS BE FOLND Ord ""'Y.�,F�c�•... �b�t8 SOTS IRE EMflUG'Writ GR:"Fti OP,ANCHORS SHALL BE LONG E4f11POH T4 PEACH"7`HE IAVt4 STRUCTURE BEHIND .p,^'7++'�jF}' iy'la-' hA'*En r`.P,C. tK Lv y, ad YT f+c.t SUCH PANELS: REQ t:c,l'utE.'+ .+.tura- 5?f£C1 +,atFb #1 #4S 06 #3" � u s #I #2 ew- '?a'tj [("F e ", � �w. i �,•T 4'' •T" a ,_I � tiI.TTTTi#SSTTTTtTTiiT� SYtKt�5U1STSliiftt4.4iiiT9Ue � �'�.rte: ,.i.Y "-arx� t....,......7a'M.�,,..,,.,i (I.. I 3 t � ero. R[• p ° x '` .. sLS✓D4isn.,wtH.c#E` + nT+aacs n a,iiF ' " cxtsaaccssyan c i3:i' atrF"a'. pt eca•. ! 3gi.us�'• tlur:: p'aa' .-ca. e�ova .}rct a3ro* ,ax iC. Sr:F OPTIONAtM;r+'akitkn `--°" ^..,^•;.. 4�iEN�xs� :gun Ntt2 rse� a 5 fi n� o = 6rx) - , �suTF�: essssrrrre xx w : .s« •• - .s `f (nb. ; �,rw cOlrEnNttt+�c..a.Wt. "EFNL C "IA III Am.*-` ...EN... ,j. (( i ill(,.1 L _ � S..r�,g, .'tire se .,�' fNrofN'i81e.�SiEr6'if 5nFt4T.9 Ycesscrs a.c ww.cw ewsAT STARTER4fT rA :AErer08 EASE SL4kT ? &o-I—, ACE'Thl 9GSHINR••, ''•.+x'Jr!--»I xao- �T`a^a t" .,_». .�,..,._....,�.�»� I.'• 3 fGSE YRlYFxrieS>t RN R� 1 E2 BUILD QUT TUBE ncuxu rrttatrs ssa+a .rzs-�- rasa".".•+^._- - x+?e ......�t j uPasrsJauuaaiwutdY (. eTAoupT.'tEoaunCx�GS1y1Y. . t�1U1VS, SU1t0•QUTT1SE BUIL"UTTUSE 'SIDE EI 7J a 8UShITI�r aaaieuaanWnuw r .6o63F5xcaN63li.L,btYF I ia' s:sse,un�t•. F�•T&R!f?9pW HIPY �6n:G.rYl.f}(, f..F�ttL?2 vt' S #rMUFerGftFR[A I at"FORA Vi dp�C r ----dWs•..—.•.•••_- -.e_..__._...� e690':CtTARtwcE2[isiTlx�. ,kSl;S'Rr� •..`•yy�°»,�•,"..� cxvtrrul,.AT nm raeza w ,tavFCF St}tmt OUTTUBE # rKd'„ -,a 1 "� 6IWlT&iCdaraouA;t,(tr i } ' d " # I I .r..rr �t,•}C: 71C'C9x3.'II fTlW�GtIC'EYTEi:SGREYt: #' f k J 5118'OffMOUILEI =PCOmXLmaiaq €� sem..« '.e•�-^t- �� i». I: :: �` l:1 STORM BAR .. t..,_,_____,».zta�• -r ° NO KVVIK SOL E_ J 3i80t1tLT1�, T3:ANCHOR axPrauuuaaranxav tom, 4x7^.MULttON cm"Slkf TRAPPED ANGLE axBIiUE tlt}N G1 ax8 RSUttTON �outsavtww xFe}G9 r\itti11HIIN7fi%p! 5cri[i2�r •cza�msi•tamtnra+!mtar �tat.tanantrw:faa.uv, 5a&I.7axta+arrs+!ruav " a*.4.�xr.tom ��" T1L' "+fr COCE s . k6, ..,i, S:fiE:sa "c, sGUF}s.r +` '.;,. �" h i't.0 €L>EVtLCING' {Ncn.H'kale Ye2t tY HG>ricame„Z:ae} pry SNS trot:rrrcw'r »r+er: •IL Ed Q.— U 1PFiJ$tt4{lGf.4j5iC�ST �q�5 . TtCUF 1L51IMG d ENGu LCatH 4'O PANT EXPERT SHUTTER J VM m'S CXS INCI l 17F" F4� a - ��ria s`N. #:ff ;iitanm to 8 a.z,2KtN... 5TR':ft R ftt+. P^+tF'5Y.11N-aC,Ft }1915* COMPONENTS �� }�0�`Q� �� r to Ji3 trona s.f�a ?+d-uaa r hru a?rano P?asv oic' . �f''"+'-p+,�ry.���:yn�y I�.[,fjfSF1('"ja5rosixAJ-i � _. Risa`,t G4 #pafb7- ± »-iu t•Fnt �,~ SNFLF x a:a tri �� ��I VTYM`'' t .✓i.1 514) r ao 21 0 C24) (D tg 1 StDFJENp CAF' 2 HOUSINGBACK"&TOP.) t1<1U THICK 1B e 3 HOUSING`(FRONT TT } - 4 SPRING BRACKET& BtJ OMt :t}40 7HIC!( 5 -SPRINGI i,Y 7 5117E AGONALAXLE ,. r' c' 8 SIDE RAIL (COVER SECTION) ,.• = S T� ~` "' 9ALU11111NUMSTARTERSLAT 10 ALUMtNUM.SLATS 1-10 9 1.1 ALUMINUM BASE SLAT 12 TUBULAR MOTOR 13 i1AOTOR BRACK=i 14 SPRING,GEAR 8r MOTOR BRACKET BOLTS- .. 15 HOUSING""(BACK&TOP)FASTENERS 16 SIDE RAIL(MAIN SECTiON}'FASTENERS sr"' 17 HOUSING(FRONT&BOTT.QM)FASTENERS; 18. END RETENTION ASSEMBLY i9 OCTAGONAL AY,t Iw FASTENERS 2060143M,OCTAGONAL DRIVE CRtatNN CONNECTOR SLEEVE' 22- GEP,E2-PLA571C OR ZASUAC GASIhtG 23 UN WITH DRtV SHAFT 24 60MM OCTAGONAL.Ib ER END 25 IOLER BRACKET WITH BEARING sem. SOX,&&.ENE?CAP ASStMBLY CQMPONENTS. Ta ; . 11411111I1i/+ flffs?Sea'f33,1t£tlPtG tS1GE.{:itx±.Hiq!Yi,t¢e7ty 8ert;rana land}, caoEs:iaiTcco u� h V t��¢L �,.' �s`zv'..,...r„ n�� : •f{`c+firOg Stiulter System urigj�s' IL Eco"fitti a-rurT TTsrwr n f" NO comp.rrr EXPERT SHUTTER SERVICES INC. -- ,.*.,- nr....w.w.a,».waw wcra4,•n:,t.+u- -t0'XS'S k,Cs T43+:S•gCfT' T ,y ' >ORT ST i StfiS $TATE OF 4 s La±-axcr a !�E..a»xx rYc t7J,7.cn.;s� "�••..ti 'A,A. �/!.'TP.1,T M �'.L, a+. OUx�'w. 4S Yl%M^si. MR f �:�-,� (♦♦f���r�,,k`, ,Lyl� atfryt.Tia..,{ute: .*� oa .ra wfi r ax 5ntt.T S-or 3e t iltljj lfAl�• t�\ t t gryIIUIH!tESli��.. ._ x1 a/s &:Y/1 !aax Yls v/ d I yr s e� Y-/7 .*.`'�`'�"•.. w Via.A�o.�`�,:'i 'a.'>�:.°;,�'� ."Z�,4t '.� `. .v."\,:a,°".». ak,`.'V"a,.`4b i•'"F�'K '' ,,k": =�`"4.�°S^o`z'-'�,�`a2\'k "„�. L z. .,END CO' t f� stab SAP It Ef4b CAO {C;D ul, j4 saTs I Vis. atAts ss,Ats j "SLkIS V 77 ,a!$ �� n je W/8. e as t it r rayl s # s $. f .... .. .. .._.�...__. _, j SUSS ,....,...,.. ... i .J,..._.....,,.,.�,... .. r'.r/r:'i ✓a✓.rr r'r;r'"✓d',�.r'f.'`* .^;r?'...;/,rri..`.:.'a<r'/ .^ StCats S"AC.'iata N..$us:VAN � TX 1C SIb!QLE . NIT_ I��+tATI#t W 9 STQRt BARS.*, *' t< dr '(W,aI la �Ls3Tr;,SE :s€i s 2 :2 3 aie:casaFC d i" r r T1'P1GAL.t1k , NITEL yAT ON 'W/ STOW t#ARS NOTE' SEE SiHEEE S tr& X FL°#R -C60MFtDA)ENTS MOMEidCI.•,,TUFF, M fi,5: EROMURE FOR SVT I UM4AMN DBMHA_-tH,i1Ttr`R 9EiMM— S!+ttTf£&L4£ddiL EWAL",LESS TS%aE4:5:4'0 Fs0.�CA E U d iSTAt?iiiCL S WACt-. ST,CSy 5.'MJ'ST6CLy.tLCTSCR w/STaRid BhRS:t..AWLL#DHS W;!'lp-moos,up F,;-CGRTTs#N.yb s srr�T xr'[:STs T.rq F err c w E;' f#i.2EFt SEf4,ti i LLE FtAV M.,VW,LEACH gLST,E SMA L t t570rL+a4 LYSE C IAA S OR TE*gT".T - t FrL'}SS�R,s? EE.�flR�aYY,kgC 5EAhs`LIISYHiJ R�,�SE.a?W,Et.SdRT S.�S.#.$^z. . ec^mFauxa"s:.:.id+tsL T6T.V.S'#LL7ITER'tE9GNt rS�,D!dFLE:iEA,'CtxLtfixS`cr'raw,..ta, u�rru�4. NST4tco ssvE e0flom SLAT L?Ar vAA,(AlT!# fin)rao7L'cv ,.uT( uusr cc a4�vax,rr+sraL4:Cc. #a :$MVnEFd MOW LARCER'DWN 4i 4' 4WALL+Li)b.k ltj6'5tC U stssdnr .. .... FLORIDA:60tLCE4�4 COD={iuv�Asn Yx4ccty,TwrK:ano aa:�e): `. ?Af'i5 AS24 iSj kiR:tt'jU LiU N9'Itf 14E WS#AFCE"3 11 MSF 4 X14 Q'•'ur 1diEsa vim, ... uk+;vu.Er = *Naytilua L� fe!cs nTaa ssax s#! sMTS AT,4pP iCLLO ?4 Y ga, w[d sr :t# u zF4 €r drta a^s SL>t l rdszz cdsi+ v t asa F&T Cs3 s4 az c� §ae aaT. 5 m' y„ i gs p RoEGng SRuft+x'Sysi , k,L#Fti3tR.5i'2S CLS°JN_,FOR SNC SLRTS D�+6"Ya6AFLa;paEl±`4'+7'�# `sdhT tWL 9, ,'�-^',•'.. ,g.,=,.. �pa 1G i►�inR iN:tC.� .CsYe '.Cgr�ist:3Ep.4.Ht". ,u Ssaar @�",l07STA#,.1.£Lr Ak^'£R.FLS.>tAT s "5LA1�NL7,5�T..DE JSrtt it'D,.,».,Dtu'LEtE. a .. 1J ,y " TW 7.E.fnsi rqaa A W o3awRpexw CO,k9ariY EXPERT SHUTTER SERVICES-INC., #rg TOTAL 5UFR.MEu r. - I aarss St..@F.#u,F a 5tC{z3i YE s«55a 1:5-0�.i (v L'd.:iT,oa-,,S7' :AG44A�J i�+T.M1IAF�Fsa- an kY.Kzs4za FroKF� dCNF riY a Cua FrP31;l7r,AYA., .t�abUtG ko rs: STATE Of CC tt %w�ra IiR C^^' '!aK#T#tw R„EbT d> £c .+• .: 'Na .w axsna+ �..µa , . s�.wL n 4 W 1/10nor@l or, 'd or;@ or pW-'3/12 0 W-4/13 ON St0.:i7"24 75 4..26} Jj,.W-1/10 be fvv x.'/11 DR ' s _ v 7 ru TScS 9 1 Y € teox utR;fLt v�s ez aEwa A)& or W-3/12 c 1x/13 T Bl I € £s ac s�T xr} a 1L i v/a; ON rrrs 29.2s&16i t _ .'mer ^.'t« .yr.e_ t`•r=: s. '';ll ,rr <' r ,tlf,.? .r. rtes, i"r�:'��• r . �, -'r of .ir r. ,%/r ! /t.f��' rs /.F] CAr�µ. BOX I ENIQ CAR--- END i, a (_ 1 ._ _ aS StATS IV tills, UATS SLATS €€ ps e :tRts J € '7 €€ € Sttts x ._svz 4 lw or SLATS rt r or (TYv-`Eo. £rk'#}, t -R,/$ t J r -`"�"'� (�tgp Ec:'EhC}. ' Ste. /' +(!r✓: iFr,i,,r,i`t;'r .]/y'f/t > >''.�'1'/r' %/ i".'!�1 ��,.:. ,ty M /.�.l i/ri• fi%f)rr.: Glf° r;�/`i err Ufa`J'r f%';, s�i.. ti}� 't4 1/1D€TR W--2/11 tlx vex:suRu¢aa m cc .__.�..-.=..3 .. .._£ JW-1/tO CRI? 2/11 OR W-3 12 OR-W=4 13 "_. T {SE$'S€EEt 2* {W.-3 12 L!ax _SLJ ifJ¢l�€, �. 41ox SVtT SFt�',f i Mox.31,A .ry t tJa $L�;P ARAA Mor.:SW,SPAR }- 6kl+] SF'Ah .. ,..:w i5£E aGN QULES: {S r:1+£4 t'r,CS @k8: EE SE imutrs of, ;:SE S»ycL"J&.E,S:Ci`J f5 E*sCNE6mrs CN. (SEE.w Evu!,uS',CS TYPICAL CQj+IS CUTiVE S(NGCE U E[EVA ION, *, # TYPICAL CONSECUTIVE.SINGLE UNIT .ELEVATION ULLION '.& W/O STORM, BARS.. W/ MULLION..& WJ„STORM' pB$5 tyL1M SEE:SNEETS '2:& 3 FOR COMPONENTS 10lSENC T+TL' E. C,t)1'E:'SEF.' SHEE 5,2 29:3 FOR,C[}tPOvECITS 440MEKWWRE. PROCEDURE FOR,SJ°T 1 pLLAfJQ:9 ] M'A X11. R HBISIA. ak: WW TrER.K!GlrG4k S4R LESS'r€.5;:..41-V.p4f i.€Ch..tE'Tti.i�+GtAt€hT Cs€S:�wf'J stwM ',k .s'Yl 'S7CicJ.1;B.»fi5 CR 5`+f sxQat$,:&.rrs,k t+iP»_aONS:rJ/tt i&}'TS tto: ;0)"CW'T"ax,SaAL.:START W/.;#1 StATS> r a;>a L wEQ;:e # €a- .;=riSarar tR.A it5n WiY t0'att:_Er!t^,.nst5 £,i,sahi'6_?S!V-or rmr£15}SiaxS-or JKA SSA?"t1;:Lta"£ri. AD1)€f.i.S!A S[YJ*.VAR,)BL:tiv *LAT CQLSGL£TEQ.4UR,Jira.0.F,tY:I:5tA'nu scRU7£,AuF.D'6c'FQR:Qa'Y}li"aYlR�]NY 4bRv'1S€I!i t�H PtsR;S HE€fk€t� 4t711HIt111U117(JJ, �Ttc. r TQ uJlst i c ALWAn llir4 l:o— votoa;ts aasricom zw e} s r J`r: c ne Bunco mc; T */ CASE 2 SshK]T£s+1�cKT LAFWER sw t 11 a.APP 69il To 949-- �rV 19/c'sTot+J'aAR;nNQ v; S1, �GEN,fr. � N a y l.i U s, r,Ry,. " Rolrrig Sh€.ilEgr Systcm� aftbta: s to)caRtAa=�c:,Sswic zaex,s! '1 SLA?4,;t]€x;rctiL;m+riz eJrgz5.:_:.,tTi�ti£,iriER-aEL-Na_ au.Ti.acts SLAT.j:SWLL CO?6ST Of."FELE,(�}.SLATS OF T,-,AT SW, +VIOPM PRJO Eckin,FOR � !� �` Tnur iLsnxa•ERcn+c t+o ao�eA V :EXPERT SHUTTER SERVICES INC. ' aSXh'tG:Stl•S 0 ATJV,'Jv.aj cELQtV t S:,A'$iP.iL 6i,CptfiNUc uti't„: )6,StAT.i,S 1N5T»iL�r/:ASR :p' 'r aai.sw N+r n tt.. rwru4 caeca;n:SUN S6'<6.SW.aLTNti€R'..S"€nd k d STAit.Ule <L"� si.,:.=CuaP t r9> tx•}x„-:w PORT fa,ux,E,Ft.39954 -JID SLAT iS iNSTALLEO A iWAI,f1b 9 A?8 Lois]sc�usco TC LGuPim THE TOTAL SH4;RR ^.R� rar,:x,uYeceaaW.a+i -vaaw,. SaaxVwi'ne %p F[0 101' ��� ta-p4c5r70 r fWmaaar r..;tr7s)exr.[siq: (e @4;3pxC SLAT +'� 4tunaa xx.f x Ts7' .an+.n.s supe=sm.e� gJ)7141itN,.. _ e TYta;.M x!;w/r t+r W,a, i�«t'�T/i'"OR 2-2 1/y?.7tj'ft OtyOnxTi{9ba5$0E''..0.'£ttT " NLLLOtaLOR:r C'E C✓ ;f/: # tcy'uiE iK SREYS9E £x k c 1/4"0 4/4' 0 SEf;WR* 1R' S 2dCAY 7/4 b(uay C£tM:h'7 YrA§wtft.ffi 24'x�.s - ✓1`x.3' ✓, r-r ".,r,+ .`.r.. e j . c•'o [ P.OVnED'CDltLREtE ` u ✓� / f; i SJifi GRCtfT CIL Fk.�,.,.✓ "+ 1 OR VZOJT'Fltt£G-� CO'-7ts,TE 3 AAI.L.tiEOIARiP: ' �`'^+•_✓. YfpLERECu?n^FO Je ......r,. jb( �'-•,..•.n^' ! .. r; 4 I ✓y i OM cx�sT ar y cs Ex, 0c evss - Eksstnu " E cuss tec aNap „ :+ SEE MINORta .. �! stir .*", =s?r •S£z Atx"R . " ,e5#9TE'7£5.W 17 "EE-1. +.S tb, 17 ?c SCHEOMES OR, •& T5 !r C `..... 51+£ET£.!6 17 r, ✓^ z r �a fl Is fXN#: SEFld?hTSCiN' !✓ ?, ASn.SEPARnT ON .✓ \•t G`(' iln EFNYI:TMN w TO GLASS; TOC ASS, - a 3b fiI#.q£5 ✓ .. . {SFS S Ifr7E xi * Ek7ER(8R <.v ( Stt£etiES "'1 ' EXTF7710R` (EF"c".FE4OLES. ✓ d E7CIEROR t`i.si�£r is 1 > �i v!;svm_ 15) :9t+.. T p .r r ops j 92I .0/8 _ O 1. 0/0 aca�Su crJ,�Rf Tr a "'� CA CRM M=—, *At'.REQ`'; ,� ,� � CF GRC'.R'112 LER "". � WX4 REtlEJ'w" —7 ckr.LRE7E e:S7CK ' G _ :t IAN:, ..I2 x1 2 O.GS�KCGRT <,vIJFA: ✓,.'.'✓.,�r�i"t 3.X:�.s�✓l' '`r'irr�f!'✓'r�✓.fr�/rr tA+L6e S YE�t+i r 1 ~�zvas:/tiz / � , !1a IFn.CNti»O's+T xm'o... ,....PC eS O&O,lCRUE 3'fLc'a tJi .xXN"ET � .. (t c,3'cxi km).NEC°R 2 !j4'N:n:EL3_CVEtJ{ WCaLLMOUNT�NG F'LOOMMUNG!TRAP.PED MOUNTINGS:. 6UILD;OUT MOUNTIW rlL 3v SECTIONS Y;rVtitttftli;,,,//J . .xr.. ?�jj�•�yH. .. F'LCi?',6A:clUilD37dv L.:O�ysa6?i_.7(iF}7.`4"CtNii j;Iitm'.it*ais'..Zano)- ' INSTALLATION DETAILS O'N EXISTING POUR D WN'du CONCRETE 'OR GROUT FILLET} CELL CONCRETE _ "::' ''�_ 1 L I E C d'.." A*ira' uiur rts!#a r ENOMaLw a cOupwY EVERT SHUTTER SERVICES INC. BLOCK BUILDINGS :,, t� SM::2TURR nw. 7.zpn x'': xlsm,? .rr, i5—t!7{ i SCALCe 3✓t9 1:' W t(Jp1D ,: m roc oxa �' �c n sr..Lvs 072)8 f T7+ rrL•a.ta,a)r.l«pxs w trrzl.an,axc 5wr. L'o'2( WUOC'------ Sd,6b,a'a"'fkY'YL4j },r,s o Tsa"CshS z,.str" liSf as:Ru 1tt*t. 5 th2 PAnTF t �P t(P'fdn,n Fina?a! a 1(2"'v Df'rLItuTli�i i ,ca fJR: 7 ..i(a mos,'T`aN. S,cfx a't=NrdD Dir , ,'Ell �, ZI�s[#r;9Ex 6Xs'+atE ra;MaJ' 6 1 O:Qxaasa cat. Fx,#i*urS C k t'sT;tiiriACa`SA.( ,ns^.t� 52'raL1TS'$/ A -iµ�u}±.7Gt''# I .r Cuak *ca;WAUD- r 5F€EtAsaakR a.'�`:os: .._. =i' atrt«24C r"TRtt9ES dV WI "'rt'3...Y;tSNLfi A Pfi cr. -#taaCensv dD.Dcdc"t { � a SffEf iTASi�R.O aa"¢-e'. StE£ WLS+f"F 6,14,p:C, F:Scor.x. �"y �,{ P.£t+tt+tTry 0. t"O. .t �. 1✓x, �. _ r r'R 'ww I Ca}2'Ys•Lot ^...,. 2 c CCsaQ ': S G.CCNU j[ (2 P•ii C'.! 2I 1 GR . EF RJRce DrF % w I F LYAkEn R 2 o CSS R}t ( r& ¢iMi17 f 4 a i kF>iD tpir4.j § # } StiflGdr_e+FADER - ) 3cC ti 4 w Mir Al r(Z) auar MST. �r:...;is _ (7f1om !%lLF�if . I i, . ti OA 2Naza`trSfwaG+n at (55f�ftL4Se[t'F: .,E4". $. tT90"2W't S-Er, SEP9r.E7 as , 's�E S>iFL"i2D3 (SEC sett --I+t;'"t'` a.-stL Avec ps � y i T"T SCPu?at7Dry � i, _ 3 's � �'! svmv r t 1 S �) E f t t av sl.mi 2A E o a #�1"" sam c au '_ rno'.81 r t 0/8 0 8. � 4 .:dir [ ` r`f4'R•Viow6.�f;.'7- cc,VAx pp t ttt i i —�-�. � �� �i�,.�.�,��' { �a." ...__..i1. } J� a P UE:.uC!+'ut'., f 1Aa s:t45a":i.C33-' a t y SCtiEcia:E stint 2,- 1 sla5'a n� Ns Y: 1► }z i l t x stss ssawris ir` Y(a s(a i 0J8 It x, 8!8 Pnrc,renau t 1 i '� , } 7 —T ae'n�: �.a.r. ?:rs .i �, `rou YOLS airs0 a�" a i t i �wuD a I'.u < vx 0%8 mm,v6 MSV4,- p s ., ce a.. oec, d t S e+a.•w cam..v t 1"u t ` as< } araal FYAff }Ime oa G t TDu wT n P r # i rr ucc j c re ya a zxto w cat�ra s as Ery . c res spit :. �arrnaAq r o) tEcu tssr sa d r;x P rr� 8''sca cite aerxxaEa .._._..._..n.,:.�..._y.,..i_.....i...i........ }�....«..._...,-.,...._........_..--........,�'_.✓_' ..=''.;(F:t314Gt'.'AL): C.._.__._._.. .s w.........:..�� � _.....,j, �..�_....�..-.._.._..• {"4,�riYRr.} wAm tModNTING WALL MOUNTING. SUIMOUT MOUNTING. BUILD-04T MOUNTING SECTIONS Y.- Y JNSTALLATION DETAILS -ON EXISTiNG U obb BU LDINGS tt11H11gkY -F.LCSRt��k1if,HS)N.Ym� GF} (NCf H`xt1 4bCeiiY lirat3 Ctr;e:ZOnt� Ratffni S iutigr Systema.(:ap,_ "` s^ IL E .C?tac EXPERTa5SIUTTixEkSESRPi7VICS.INC.08pi..r MaOWANY .. are,.-err fit?.- Srr,A!?-rs»' PCT.2'st;,fiVL 1i::Y?Ee TS=("i%i "P,`""oO,,R°'" ><. nrar LEJc)�ic.cxa r ,erne axf-neii a��rrWO to E?,rX &� nrfata s?L .e.T �• 'yy Ra4Y;' tK:. St167' au!Na Mr L¢Y4 r. A ;p.. •.iynrn�utiettttf. OR,GrGUz M..o'`^,.. F I�i{R1 J ,w/�°1 a c G�irtcaEE6 B t ire ax t �` E aMUM anaae E tt d SC€EDUIS ON tz sc�£ittt5 OV GHQ x sr i ScxtFGUtc3 Gtr`: "7 caW yrs as § t t £"w"3? -�$} �, L' Ea (z9C ti' SHfI I i1&,$ �'., G.eh".RIEt010%. S£L 1 ES 0 1 caxastc ""t3kt8j. .t zaai' r.-:•.* `4..\ 'a \ �, `,.`.� �� �: .`�.'`��y�,L4�O' .\��. F �H .,. J. I a ; i. a a' a:c f E E1 �� ,Z ca E3 a n' i'l^1: r t CH OH ,fe sus .v. �ffl' S '-� S•�CTlON Wt T agS� . . IR�EQ MOUNT BUILD=OUT MOUNT SECTION P_Q (PLAN1 BUILD=OUT �ApUNT ux[. }ee «r. SECTIONS O O (PLAN): INSTAL!ATION DETAILS:INTO' EXISTING"POURED CONCRUE�OR GROUT,FILLED.CONCRETE'BLOCK BUILDINGS (pl�pyy * r� ,„.... t�A�-.•.,1® ,, -w <-4c',' DY a,. SEC ION Q' Q' ��z ,+�' ORIENTATION #1 x : +rs•sx.? tt ai rta s:n c�•,/n �.: WAU MOUNT END M0111ON- SECtIO14 0-0 (PLAN) SECTION Q--;-O{ N} 1} SECTION R—R (PtAN)` �J SEGT1Qk R':—R' PLANT 1 * ORIENTATION, f . ORIENIATION2, BRIENTATIONS1 &'12 flRIEMATfON:12 . (q', 4VAL1 MOUNT EMD. ULLJON 'WALL MOUNt END'MULUgN' WAIL. MOUNT' INTERIOR MULLIgN TRAPPED h40UNT INTERIOR AttJLLION `ti:f INSTALLATION btTAILS INTO MULLIONS�''G,Gi 62 ' SCM( t1. .*.. srz.Ufa^ a/i r/. t / (Ty°f �`n) J ; f 51 5fU la i,7 l roc 2 'iSCT SH°ET 20) 2 r&}P UOUS F i c,t,S%ELt 2t} ACIERNATIVE Y TA'6'. A. (FCC_mru 20� {5tE Cri:itr, �vrJO� 1y4 w Oa5<<a �4 .l�,$, cif sHT7 21} z t fi w/ nu r Ar a� vs S IO '=5!'_(KA ; — .:.. .«, _ _.., f HfI' 'c ;clt I v 1 ORIENTATION 12 I WALL MOUNT END'de iNTERiO!�MULLION. A Tit t i/t ttt� 5 ,� II �00 tt ':07.E4'SUP : 4F .c., �4t'ytt.. txl,/e!�+:P 1:1�. ,..��`9`y.".C_1� •• r��',�' w`>t�:eroet kwtare.ssm;a.wwaxu:rn,o_,.,r,G,.u � .Ft«Oe'CIIA B!lf;5.�Outrt;i.6€8t�aiC.?24+Id�05nE"zh�.(.ydiant9e9(Ft r.nHigh Vetoc#SY H3lrts!g�e;1 t�— *r�?Za3qa i ne)zA �FU � N SystemIL � C SECIONS 6 -O' CELAN) EXPERT SHUTTER SERVICES .INC» MET' van SEy F;.....LLTIONDETAILINTO EXISTING WOOD BUILDINGS a 3 'tik.AbF M' S! L� rµna. :.s:.t;Ira'..'t• "�.tt+ {��t t -_ C[tN%3:`�tb. ��..< i/a'a;c.cQ:-.-.;__3•�,..�.�.F;r:u,; Qc.=,;--c.:feo;ur�.a�c�tis: is?.�Fa~r_:.A�e_to+,avc��Rs•:uK (67;:3/2 ` � Fl Eos O PS �r ,.k"'rdry Cts•...,,.•-i +. d Nin.EC3 '--f�' 'S1g o.Y.'x kr TI 6F,tA'sYYv':A4CYF7,4S ,i•. .-.--••;S ?;lC U...E.D. 3 1J8 Nia Ccs j= •-F$�" tG,Y'iPIDN III 3YC,8h'IRrS" .. fir.. .C4a:::t1`I&"a?f.RCON xC AFGt#3RS :, SM9 {'JH FET- / f, 3�t �� SEE 1ALItE 2 pf7 StffS'i'1a Ep E OF +C EitE IIF x[FB 5l a t/+'Dm,pilr'{iEe+u16Sep lxAc)trv. . 1 tofi.aeaioa} AxPGE Kaa•,ER 6 W 0 C, .. - t w.a " ;_ ? 'Yt 8 Fp`-5"(FC63-16 ALLOY) i N �.PL}:1Rrp C�1CAftC b ?• 4 O ..• POURFI);C9t�'FC?E^-:�. AiSiMItGU Alf4tt;E 51pC tY {1 N*3 q,S:) -.._(2�,lfa'c 1033 4:"ITW U;i3:x?EN 'FNM^,t4 RCO!>;RrO 1 ... 5/f6�o,?AFCCpS,:#L YFt aiIS R�CtrRsp + i.' SiREWS.To S OF p.;,R rtra,Tia a EctFeu}' r t / st;F�wawaa c+ + f SECTION S-5 ,w{ ^ sprO'.nk.:KR LL ` kTHp z+;riL i 1 'iT DETAIL A 1/4'.9-20.OR 1/8'0-16 HACH IC SCREWS USEp 4owkir H/' 27 wa FOR it se �Tea.S:ov s T r to srctaa: h t .__w.. - t/4'e,c 3/a';Ati6-5r2 OR 3JA'e 1 I fc'CAj.,��ith4iHp4�,. wiYp ZONE ( ! 'TIPZATAIE41.FpR.Wm ZONu i TRRU 3 d. t R 1'Nn F7iR i'. RCS?rCCTNELY+SHAH SCLrrT.I(kITFtCR 16%.'Al7CN©RS xT-TNp'71NC WIND ZONE 'STORY fS A4£BUM REN�"Ep {5CE.Oc'T•A). a. $ :CPARATI'L7 T3 fa: Av Hcas• EF; ^' _ _C A•'� 2".0in,FOR Y ti.I SEE4 Ct04SH T .p (5£C5CN Cu=_cS CR{ vPi ' I 5F TJ16.lE 3 91 BC?CET 23. c u £i#EETS T ..t y,{ 4 wncu4WIT s t3EY0tis}: tTv TCP° i -1 't ..� .z➢ade 6 cru-H rllciarTs.�R ! s i t EKIERlQR k�:. (}f/I c Sct n ser AN.Peans R et k +tZ CYPA, W K ^^.� '�, Pi 3/�@. ..ax - va:, '•�� , { .:..,•n.t a.(rf.,-YGHCIRiLCS CH SH rm T5;,& t6) j ! tz? €sro TAPtO �z untac_ t FXiEftiOR Piv PP qk Um/a a ANGLE¢�J Ek tFO J LC'E9P T)s t 7 'SI z; 2x2 zT8 tl � {FiD�S 3Q f f 1 ripga �sr u .n i SECTION Si-51 qtr.rra/ecrj. ; tom."O?/rlout -' i k e NIR;EQ £i y � i fri2"JhET) .(r O 'p' {f tt3 k<y 8 mR / £$# cRCt:C vi Sti6"e 7eY?C0.Y£XL KJ . RE/iU R£P' /14 1RWiS y // / i r/ r / 2 if�';un £1a8,Qp:tENl �' WALL MOUNTING # EG'G!'4r.54ArT Ctror,�ra +e,-r.K. { LTt r.C �iR6 �kNNttlHNrirl .. FL45Po.aA 6UIIA2ir C.LDe. tr"F(iCA:u S mn 7MICic vt0't . 2 ��� 1 Yyi (Ncti:Nigh 4CWCitY 3lorai>;rr.Zane} tom':adrt �A '� {---< if2 Nin L #'pR 3/6 o,tA'JS N AY'v1+0?+`+ �� :• yi '�p3 i Zesita�tt: .. t cR+an:;Me... r to C D . {+.—.S M ii.�C D 1^--F 1/4 7 SCi,+ 5rT ANL"Cta?5 :'�'� CENS� I')U S' rai; :. .. u».r3a " �� ,p =0. > . R"v9(ittg Shutter 5}�lem ac t®f:i __g 1yJa`Ng,E;A�:..-{ z M --..t itE"kin.ESV -t-'�{s1,�:/.36�c•T,9CSitt 4JJic^CMS T:k,.T; Ilio ��+..�iNC ~ Tnur.csnxe:exzrrxeac co.e.T EXPERT $NUTTER SERVICES INC. Tol EtV.� .m4,}zmta ..:t1. MAt r Z"It 3i;"FLOORTOCEILINtalTF?AAPEDANDINILMOUMItVG:-STOEtMBAR ST 4- 1+. �1•O� 4�6 9x7imSECTIONS V 4Mlint CTg1R kT CET:9 Wit r/rrNt/Itikllitt�N .. j U"MK,O.X 18 EXPAN%O,% i/, s 2 aaGs•fNi3 Er Eftt)rV•kt PrEMQ mf,400*5 " tauit; d�re` {P�efF.�;tx y2 t .? p, sr�.fi A F AI G £xTERKaR �� �5 �QRIM'T-TJON ,I)AND PND daR�rFT trt!<y2� r, T x t LE a& 3. S a}i t aQ B a "•.mum {z5/a^0.TrjScUs', e t. To '}�c ::* r 1A. c sac ire t ANGLE F A.=S DE W1{a). tl)3/4,0 KW y (+'c t� �) s/ a Tr xFS xu In �iGus? Auoidst 85 T^:d'it$O - } MtFLLi6icia.A F�)314'"t2 10—• d fKWiK BOL�TZ Ea PAHVM 7 :f' TO POURED LG'N^t2E'Sc' €•• 3 :« 3 +•d L E, «E. Ey` xrFeFrrxt;�c/ a Or.Tqr-'&gOrTu} g " Eta�EUWIEtaR GONCREfE' FOP!r r• <" ".. .! a '69T3QStj. ExSEGc " . *. $ s�oar xlxlwrCAtnrANOVE SECT1ORl XI=Xrt wt G OR €}R!£Fd fkT€ g '5 A44 �. 4 ., FXifi�08 Atom_ANGLE Em,SIX YF/ (• € i{MK OG`LT:°rteP� �e .. �Ai�AliS`.{Y2}FSIv!?�3Ft' ar A.,ae. t."._........... €'GFIRET!CQttCREFE{jyC " ti 44��€ a €� � i s.s^.F/a xD s (CGsF 'AU" ��3 % e S 6�6t ZS d?ft 3f KWIK E;2 5 EXRahS:Fa r. 3da^-mKWS-L'TZAN5:SQR.Y/Gtdm Mf 'y? ENF TqANCW W E`d+sn.flOSEZaWIMT TO t�i".(yREp tY?{XC€{ETE{Iyp,IOMPF ... .. Pi1t;'f`.FG,Cpid^,RE'tE.{TYn.1L+s,Pk:. SECTI X1"X1 W! # Rorttas} @trrrcray ✓ p F : Via: ' Y ld // ,{s s as erir) &Qck AMD; € T €t€0i UL tt N €t7,t€C1N i7 L {€P1TER€L1R:#iU€E1dN r f €; iv i hisTl�,P` AL TERt�lF1TlVES SECT 1CRl:X9 X t W1' Ee'h�E•L'F'' H€ �e*� il,.l 3Ew-0'MBi3 .....f .t�.', 8 !AR ,:4.. =•..:•E -`l'M n kt'CFFJ2� me OR laU cJON 3I 0,KV'Fe SOOT 7,"PMA,[ON, � ��lC NOT SN{FVtN F{2R,GUS€3€TY� E S€DE¢I�f ,lliN° ra,WRS 1; END.Ak*INTMIvi arucuo%5. ftCfaRr-9u 0uiG coaE{Non BSgtr,Yet trq ttua n,;:2a e5 fUfiGhik{,9st4 8 A')!m'aG ENS_ • cae±s�ra7e+x>•cz. GwN.>x �F "ratnawp -�{raersi�z! � Wit, Q# I : s r * $hEt,00R LItie/lAs �ti�xNG.-LLLFW%9):OR ateSys( �. '"ONSW EXPERT SHUTTER,SERVICES INC. ^€[:. �.."- 'IkxUt-Ti",-1,'7�rHS A.ttiGap4ER:xo CCNv},rfr ; 7�.9�#� END&INTERIOR MPPED MOUNTEDVULUON INSTALLATION. %$ am: aae . E0 '4 If APPLOME 2 RN4LUDd SltlG'v 7APCCYhfw XL}Y!$ tJa .✓""..wy 4 aC.zt3.36C"C?1�;0.Ait?co,vui. >iiM,£.@; 2 TfG' ":�. :Ata. "D#Fi. , Q+r"a,c, ,�✓ wAskEa Q, _ € t ccE cIf.;�>PUCat3Et, L _.� ENC;tr IWPLIC,A i£N I:./`4"6 tl. F.D. -2',.a a';ra� T�fiJt;REQD, ! xp ENV I � gQURED CQKCRC.0 3 W1.td4 .j CURED CO CPETE. M n tE. . jC ORO OR(r a. 1 FXtERtOR 3; Yry _ » e ala Alin,ED Q/8 or Q/8 or. r ,/a uM _ i + x�,a`e ' € b =. i�/8',or d Rf8 ori 1<xa its'tu^sa-re faar7 " - tsrc+ re n nnv� o cri Rt f 8 c t E F�I�xIFS: ..... •..,._,•�` ?um,PdiB4.0£`A:°,dot me,T..+MIICASAI"' i un FfJuj;E-�,SIX APPLt.;ABCE_f �xsfE:F ui J—A,,L, - + o tlai�ric r n'o $�D SEGTIUNX2 X2.t1V1(G3 OR tG ALTERNATIVE SECTION X2-X2 WL-n.OR,i cuss __Pro' ( PER.SECT0:1 P.- CH:SHE-,T 8,) N�&.iN ERt()R' MULOIJIN 3..$c hLLtONI J , fWt RI NTATION 21kaw£DI sJ "xt IJZ xD.cs crrar i9 v#f J4 0 3(b ITYt 9Li1LCEX M[ Sx.f Ews 0 24"q C 'CQ TueE. - I NOT SHOWN F ,CLARITY £4'3.�'iE7£{i c�.=:3 k9 Fit i;. 1� �• ia^ 1 3 Ifw. r- ,, CO. :•,y:,,.:.EO y„d xG x1(8 fl 1£V-{6G67 fi AUOY)AW AiGL_' �" EI S:E�E.f t{2}3•r"b THRV BOLTS Ta"Y tti iWN A+ti1t11iti1117f f1/ftd 1 It CEJ,31r M,a 15wv BOLT TE LX Q J A Gk+.4? ,.y,�'(�.¢F�•'}/ �!/d .. =FOIIIDA 6U LMO Ca3E(ko!t High.VtIc.A)y Hui�n'CaRc.Zt-rse) ENT TO PG+UnED G4�,.��CT.E ��. Etc_Ir�PR><<t{,.Ez W«1L c=YP .a<rto�,j; LtGEAt p '. #v C l `I U S to ^ � " nwr resIL p c a cNctnc ana v"C!�aarrRaHmg ShutteSystMflL M6U1hG MULLIONS,41 tit. RERSN(TTfRSERYICESeImNi':PU2EJ CONCRETE WALL SECTION W-2 a^7 ?IIre� of .lo.+ 3�s•u tx sza s..a ttcsrecr tS-J?t ENDfi INTERIOR WALL MOUNTEDMULLION:lN5TALLATION ' F%lt)P �€+i3Sri �1�� rut _ � r AtiCE-RPi512:Et3C MULI<bN�. 3r3">Ij2 xQ-<" � F --�, ' a {QREN"AYapti9�I &y{2). Cosi-Tti afwp�.Aum I �'I2. saactC EA,!W W/(2) L .S I { jj 2 I FOW a 3 4iO KWW SOL,T 7a f' , a E I -$"U:rf:',D - 1 J ECUS TO (€ •.'".:,„..:.{ "tk3 4S',¢slYTERYAR U.:Il:.itNi I f2' 4 SOLT`Z EWit {'.t SIJT Or U41 } £IT'+E Cs`SLt9 A"00R W/5 God :K.A°'r4:h,&EYL a i t�tI r r LtE ttaFifl.4it EMOMM TO'P"ECDam . -, f r J Jr f +' t� f i ( .GYJtiCRE"SE{,YP SOP d. ,f �POUx�ED COsiri#aTE� R -s j 8'to n T'K Rem * [ X3ttX3 6? SENO MULLIION ANIY 99 rn c r h i CP ` ! —- 4- a *nJ r la _ •", --,EXTERIOR u I, i. {1/2' c u x d 3 Irz a Ira ALLOY) ANGLE EA WE Wf % I ? ?Lt€t2tF0 C,tt�t:7T a! 3fd-x ra{�.9'SLTTT�E-Y2P)kT3iSrf4-0efn rtrn MLF eSIA AV 2) TKR3 BOSQWtIond,3 {2,a✓<o rrra,Malt Tz i":t�,va>aa A%Cfi0.;?VI a CVEC'GENT TO h.tDl*R W/:G NUE.Eh! b!c tYt.Tp t A- -7;' .f! 1 3 t & ka.7,i!i CK s:£0'0, r 4uiTEG G."ZIETE T {Y>.JOP,. �Y I {YP `+QF!k PAUft£A GQNGRi'TTE k, ,.'"s i�ffE fy"'fi'" sr a , y�/`✓�) / .'` 1 i . f. � 1Y/.• # s '�'f :'�� for. {ENLl N CNY) NTRLRrM3LDS. N NLY I tz a SLAR, IA _ _s ALTI=RNATlVE:SEGTI{ tJS X3-X3 UVi y a w I W.A LE f ��rAT2lcI� t 2} - •..•k,Y' 2)53 aNTCa ARL.Lbd.Y 4n+ crA {4 (oxo ta{on ?t IiTiTttiTYer ""51EtI RAiL(D`ANB B'3}C NUT SHOWN FOR _, 1 xtLN g+trr. CLARITY I E .,_..�,...:_:--`-�- to n:r�u. .. g•uin.E:A.--- Fb3{,?:3/+'c KM.TK eor<I n: .sa.tE,�t A..Tl((/r�ysr, .. �. fi,F:!°hOR4 d Et#0 t+ULLfCei '`r �'., - FL*RQA OLMI-Af€€.: C t={ltcn Woh WfxNy ttariitema ZoiM). ' td3Ft%ENTATt^..Ii5 ;Ti d•IY2S- +:.. V, OFNo,441167 atjbl us FLOORTO,d#l6alTRAPPED MOUNTING ^M1iLLtQld G� � � [[}} r� Roila�9�t�tEer-Sy�taal w�Ics>a SECTION W3rt a ntur tom,c e c twccmac.cpwnaKr EXPERT SHUTTER SERVICES'INC. IIPAN ENO&INTERIOR TMPPM'MOUNTED MULLIOWNSTALLATION ` R ``'` �° ' "� iz "" s:.tam �+ •. ,�-c , �* t mcr x,Kemgcu,com i .»:.. � �" arar ta7o)..alae rax.CfrE eta-awppA><,aM ia, to J d r wr,.w SkCfi tT Or TG errYanle . e, ' vXE SF RGPtiGC•EtE''^. 2aM.€LION UEPTAx f8"CoM. ... ., �e trx,SCREWS �s1t&a TnGOglts�' wj 2 t,r<. 4 - 3 ,y w;t T Oa.<a.oEi3 c'.FLLWvvi2EP Sf£i:.t, 3 sf6" ,tVln.`CttBEfkaiEht 0"2,4,* ua, 10a,S.E£E c Y ^ A `f ^ � x Y , P' RE 'CON'PETE E `3 k,. - L tdin.TYSiCN R£4A jR t EXTk}UR ; -'Eup CAP TYP,Tea,eQT E7Gi)�• - 7 3✓' t 2 N+a E:tJ: ^tCiT""fi YlE6 Eri�•T:U I .. 4 N :,aar) „itis, -i i `7rhsm.*.,LE EA.mE. i !t (WAIL MOUNITI ra}fOYM„ tiny 6E' y cosiU ALSO it STALtETI TRA"PEO MOUNTED ' EACE f'4,PtiC,kB a- Ca# t j PER SECnan,,O'-U..:C,ti*SHEET;41 mum SECTION x4 M ( N,P ik' I aR. r�u rou a w (Wj ORI 4TATrari <. j un fu t,` i✓2"r7 7/?xU:DC2 rC H1, ?LllrA *'SIDE WL(Lz:t(pT SHOWN FOR CLARITY ANsst6 '.i`r/ #✓d�2%3f`�'If* 6U4ti..EY p :wescvrs�'2F"a c. ro TtfTiE; t z, c t 9 EO `� <SI-F-£C-` d z3%3✓8 z'3 t0{6 83 T6 fiL,-OY)siom.AJ V-E `tdpt ttAiti M SLOE W/(2),S/4-0 THRU 6GN.TS TO MML N ,�.��•�„ ``. /j. i fL6maA buwNG coo{kion Mob Ycbsty 1Einrixnec2cmd) ` 3/S o Niw Oda..y I;XPkriSrt::tf AttCNOFt .. •. '. W{9"-qta CttB�DMEti TO My�n:[i cziNCaETE' * �" s Q, @x8 r.i[tA CC E'A�L 'A*r cian.3,E DkStL (`sXP TbpP k-so y, _•±' 4 -.-� - N. Ld ;E Cd V No 441$?� Rolling shutter System WALL MOUNTING:MULLION � ' EQQRES}CQNGRET WALL , . C iMc. EXPERT SHUTTER SERVICES INE: nwTnstKa a cNcwccmric.cowrwr. 3ECT10N'W�i wv...�u se wcrtnrx oo+u ic7ssi,tcvtstaE:srrEtx _... 's'r? A c ;. .w w'a u R< "_.s, pw v,tine rG:xssE i a-O71 ENra,&-1WERIORWAl L MOUNTED:MULLION INSTALLAIIQN ,�F e10 ��, i� n.�,a war �°,,:° s •��, �� �•, G N, E' . an n•xu M.. •. SMkI'.w M:O TYPICAL MANDATORY PROCEDURE FOR VERIFYING PRf7DUGT CODE COIUIPLIANCE.RELATED TC);ITS INSTALLATION INTO EXISTING:POUREb CONCRETE OR.GROUT FILLED CELL CONCRETE BLOCK STRUCTURES {'�} STEP 1 i OBTAIN JOBSITE'S RS.D,DESIGN PRESSURE'RATING;(P,S,L)FOR THE OPENING AND'OESIRED SLAT PRCCE99U E 4ti IF mmufONSARE USED,6UT NNO STORM"BARS SPANr(ft).TO PROTECT IT(SEE GENERAL.NOTE N2,SHEET 1). t;,01NiMbil SEPARATION TO GLOS,FOR SLATS IF;,MULLibNs me tISELI BUT WIO,.STORKBARS:.SHAi.L STEP 2 ENTER TO CHARTS,{1u; tb &,Ib':} THRU iC,QN SHEE715 TO NERMINE BASED ON AN 1,/Y BE BASSD'QNCHWiT,lc ON SHEET 15.1T SHALLBE MERSURED FROM BACK SLAT SLIP(6r);ANCHOR TYPE LS;RT SIDE RAIA00,DESIGN PRESSURE RATING{p.s,i,};TH OF SLATS TO'GIASS. REOUIRED MA){SLAT SPANV R', 2::ENTER SisiEtHILEs taTHi2u 2a ON SHEETS 24,25 6,26 wr.A.s D DESIGN LOAD;MAXIMUM ksU,LL.4DN THE FOLLOWING INFORIAATEON IS PROVIDED AT C!#ARTS;'I THi RU tC 10 PROCEED AMTH SPACING{MAX..12'.V OR 7').AND DETERMINE MAXtMUM h4ULL�N SPAN(HE0IT)Wt ALLOWABLE PRODUCT INSTALLATION VERIFICATION: INTERPOLATION IN BETWEEN SPACINGS FORA ON.,N('GI��C,� 2'$<t_31,MULLION TYPE'&: MULLIONORIENTATICN, •'ENTER A.S D.DESIGN PRESSURE RATING:SEE STEr"'{7)ABOVE. 3.S,EESHEET516 10A,ti;i1A 1Z,1ZA 13&13AFOR REOUiREDMULLION CONNFDGT1ONDETAILSAT = FOR A"SPECIFIC,PRDOLSCT+MOUNTII4G INSTALLATION TYPE;INCLUDING ANCHOR TYPE,THE TOP,860TTOMFOR7 LOORTOCEIUNG{.w, EDORV tLMOUNTINGSOF'MULLIONSIPfTO FOLLOWING:DEFINITION FOR.SLATSPAN SHALL BE CgNSI.DEREO; CONCRETE FOR AGWEN MUI QqN TYPE( T Xa .G5, &-GS), Luau„THIS,ISTNE.l�IAtUf)IUMALLQWAtLi SLAT.SPAN FORrWHICHA''GIVEN,I&StAtSLIPMAY'BE PfiOCEptIREdcIF607H;STORIA'BAFiS&MULIECNSARE.t)SED USED.FOR A GIVEII''R 5,11,,[JSWN PRESSURE RATING '1:t11NfMUMSEPARATtOlt.'OGE.ASS FOR SLATS'IF BOTH STORM BRRSAND A1ULLtONSARE:USED., 0INIMUMREOUIREDSEPARATION TOGLASSiSPROVIDED ONCHARTIaPROVIDES'SEPARATION StiA1I BEt3ASEDONCIART jc:ONSHEETI5,CTSHALLBEMEASURED FROM BACKOF81ATSTO TO GLASS FOR PRODUCTS WcO gR W1 STORM BARS(SEE STEP A)., GLASS: STEP 3:OBTAIN INFORMATION ON PRODUC7'S'SIDE RAIL ANCHOR-SPACING REQUIREMENTS FOR,,. 2:ENTER TABLE 1 ON SHEET 221Vr;A.S:O.DESIGN LOAD AND STORM BAR SPACING AND DETERMINE- CONNECTION TO,EXISTINO,,MLiCTLIRE FROM ANCHOR SCHEDULES.Va:Vb L Vb',ONSHEETS'.16, IAAXIMUMSTOROA BAR SPAN(HEIGHT): THRU is.ENTER SCHEDULES WITH FINALLY DETERMiNED ANDHOR TYPE,SUBSTRATE;MgUt4TINra A TYPE, ,S.D:DESIGN PRESSURERATING S SCAB"SPANAND OBTAIN MAXIMUMANCHOR SPACING 3,EMEftTAQLES2 gR 3.'ON ShiEET,?.3 Ya7TN A.S.d.DESIGN#?RE55URE FL4TtNG ANCA STORId'BAR , {lNCt1ES ON CENTER$).SEk'L'x£NERAt NG3TE:7 ON SHEET t'FDR:ANCHOR SPECS: fiPJiti#NG AND OETERMItaE APFLICABLE OPTIONS FOR STORM BAR CONNECTtGiN'70 CONCttE2E.TO£?' Bi BOTTOM,QPrI4NS.PFtOViDE ANC}#OR SPECS AT ANCI ttSRS TYPE C£GEND FC}R:VARiOUS AN£HGR` STEP d;lFPROi7LfC1`INSTALLATIOA LdYCLAIDES'STORM BAEtS;MtILL[GkNSOR 5TOR8�I BARu-&MULLIONS;THETYPES COVERSHGP.ERIAANENNT"(ANCHDRSA&;0)OE2REtAOVRBLE(A3aCHORSB8C7INSTALCATICSNS FOLLOWING MANDATORY ADDITIONAL'PROCEDURES ARE APPLICABLE. $'A CHbiCe'OF 2 OR 4 ANC,NORS PER CONNECTION DEPENDIIJG ON LOAD AND STORM,EiAR SPACING: PROCEDURE 4a'IFSTORM BARS:ARE.USED . .. .. ., 4,ENTER;SCHEDULES 16 THRU2c ON SHEETS 2425&;26.W A.S,D.DESIGN PRESSURE,RATING 1.MINIMUM SEPARATIOMTO GLASS FOR.SLATS IF STORM BARSAP.E USED,SHALL BE BASED ON, MAIC€MUM LfL1LLI0N SPACLNta IMAX.,-1Z.1'.OR 73,t,NDOETERMtNE 1rAXtMUL1 MULLION SPAN.;. CHART I¢ONAHF-Et IS.IT SHALL'BE.MEASURED FROM BACK,DF SLATS TO GLASS, (HEIGHT)VV ALLOWAIXE.114TERPOLATII IN BETWEEN:SPACINGS FORA GWEN'{'fir l6ULLlON TXPE&,tytLILLtON CRIENTATIQN; 2,'ENTER TABLE 7 ON SHEET 22 SYrfc,S�OT�S[GN IOAO>STORIt BA,P..SpAGINt,.AfiiQ`DETE{tMINE . MAXIMUM S,SEE SHEETS'36.16A,11.1 IA 12,12A,13 8,13A FOR MdWbN CONNECTSON DE#'AILS AT TOP& ALLOWABLE STORM BAR:SPAN(HF 1ct1r), BOTTOM FOR FLOOR TO CEILING,(_TRAPPED),Ok WALL MOUNTINGS¢F,MU}VONS it4TO GONCRETC FOR A GIVEN MULLION TYPE( ),�1.4;B & ), 3L ENTER TABLES;2 OR 30N SHEET 23,07H A.SD.,DESIGN PRESSURE,RAT fNG AQ f7.STCRf t BAR SPACING AND DETERMINE APPLICABLE OPTIONS FOR STORM BAR CONNECTION TO CONCRETE TOP&BOTTOM.OPTIONS PROVIDE ANCHOR'SPECS'AT ANCHORS TYPE LEGEND FOR VARIOUS "'PROCEDURE PER STE€'S T THRt7 3 IS,SIMtt AR FoR INSTALLATIONS INTO WOOD FRAME ANCHOR TYPES COVERING PERMANENT(ANCHORS A&D),OR REMOVABLE[ANCHORS B'&G) STRUCTIIURES..SEE SIi�CTS 20&'21 FOR LIMITATIONS APPLICABLE TO INSTFIt 1AT10NSiNTR. INSTALLAT7PNS:d A CHOICE OF 2;OR d,-ANCHORS PER CONNECTION OEPENDiNG'dN LOAD AND WL?OD FRAME 5TR#1GT,URES. STORM BAR;SPACING, i . 01041411j", F2;4R#�6;3€L�it1Ri'-�4D£1Nme Bigh.:YB>ce#ty Astiiccar.?a+is) �D Roiling Shutter System ntFo3Fs a nFur tasnKc n a -.ackwc cn�v�vY EXPERT SHUTTER SERVICES.ANG. 1626 tix Blown Smty a.w.tzspr ur.t r �rc-,u. 15-(STI <tr roar ss,arra ct.�iSpf gWreu`.w 'PC, fi:� WY � �S+!E FiRTESi a+t.'#aa:4`• �n -n: . sxaCTit OFM SLAT PERFORMANCE CHARTS is t .Ib lbs .(ONLY VALID%FOR IO SLIPS FOR A GIVEN A S,D:DESIGN:PRESSURE RATING(04.0,PRODUCT P OUt4T CONI}ITIJN INCLUDING APlCtttC4 TYPE AND FOR'MTALtA OM Wp tkR W/o GF{ART,:1>3, ir#4itiRT XI) CHART Ib,' CNARfi IC :: 7Gfl13f NECATWE ALSQ pAp .. ' ... S5£.,iMpm.3g85Ei>YE AZA,twY - 300KWK13OLT3:ANICFiO 8M6"b`TA ONXLANO sns"a1_1� kkANCWO PAUITED.CONGf?ETE 'xo.x�o#:�am,eoi+ae=,#rta4 c�mut:twee#�u:, mtxr; wit MW SLAT SPAN AdNf.S10 SPAN MAX SLAT SPAN REG}tARpT.ON SEPA4Ll1i0N.M GtmS > 'l tux•tF) t. . 'Cram.•piFiEASZ7RE6 7p._ c+:VAT Ch) . aeSSUR . 4KVM Van- auto our .x u mom, eu�ta a,r: rrai TRWM ewe,arr wfo'staRM evs WP t a Sox&. FLITWG' 'Icurts s+pokrw7v M=Ig tmatsn tlousx ur its uta wok ua Hxk s; r t�J wt»n W! .. #1 �'J k7t z b9trD"ZONC Na wwa,2 Sit:,MlId# str rw4ts+ str ions stt Iwscs k ttw,• ,sac * x-a'-o` ML8 �6T-5 }$� 2"` 18 7" I& 6'• 2a 4 x" 5 x ,4 "4' 78 x5 14 1A 6 X4 to x2 $ t S4:.L 4 _4513 _`20' 0 '4.'s'-0' .2$-4 i33 _2A a 4•^- 16 q 2,7 9 t7` f t 7� 2 'i3 32'-fiDt 4,£ L _S LL, 5aa 2a? 8 74'-Da" 16 9" i4' P 4� t tE` # ... Z'-0 ia' 7S' 4a t 2^ 33 t 72 87.14.1 sR-4x2-a,, . G8,0 19' x'� 4 iA,� 3 -...'-x2` 'P` 73•9,._,,,' -..I7�8 : 1.'S 2 :t:t 9..w_w xd L rx 8 ii`-4' !4 V,� ._ 85a :t$' dam„ tom^,` xx ,. .t.1 10_.Nf4'-7t k$ a xt'•-C 12-5�,,:#4' 47" t5 4 ..£t a ki} !a .: H' fi i 'xi G' 70.0 xT-� 1$ t i5' 3 TY 4 to a xa G x9 xQ' ih-4` i:^a 8" 70 b !a A B 8 1 1 -t-t 2 ..„... _ 3Q -.a9' to .wEa ktx .5 x3>� -.8;7- 7,.. .880 um- b5'. r tC' £� #/ 7 7a•-p• .9`.^3 Fi3 5 B` 1 2t 2 5. 3 .S a $--°3 3 5' 1Q K-10 -.R' t$r & tl = 12 Sa4A X71_.g 9,-< ...-«-u.1`J' 5 9�^x � g .9� < ._.9 5 8•' 4 to A p 1 8 3 7" 4'" i :22 _.,..,._ .....W......h.» .._...,. .. la'$•0 12"-2 9 C ..'2d3' 7 8-$ it! 3 $'-a •9-2, ,R 43 ....775.0 Wml* 9--e- 5 S t0 7.. 7r8 ...'k1 f!" '?'�-8 3 q _ @ .7 8 7-.II i S3 #`. -S' 7.' 125,4 }g.'.-,2 -7.'«B .. :3`a-a 7'-77 xC' 43 7."•^2 :8-�Z' 7'�q" rt -&,-E ;? "•' 7' 3' &'. fl; x i:t $',. .- 53a8 ':4• t0 3..fi :.$e.,,4" - 3'-g' '.,5' 9 3'x-8 ....„.$ a 2=2 •. 8" 5 .,1 0 7 z'. �._fi _"t d8.i j2 . T,�... Mot 5`-S <..•.2 .8.=8� .7.2" 4" S �',.t£i 7. €Es' ' 7' ;•. ..� a. �fl to .?G -5'-3" :t.� ,10 1f2 f>. 7 6'.10 -----r —77" - .$. T 455,4 8�'3 7, aL1.: ry•--0• $` �. ,_. .7 ? ' '_ b ....'l"-6" 6'-4Q` a:-a ^.. .,.7 4 .., •.a'�:5' r -i .4sY.._ ..:7. I s I';APidve iti>CNI'M,tihX, SLAV,SPANS MAY:BE 14ED AS.LONG AS At 16:WDICATE TA� AtdCAr1011IR SSPAC'`£,1IS AYe ASLETOR THE�CORRESMNDING:S 7: yµi11/ 4r�rflt,���f� ' S,AN A1:101 0.5 D. GFIRGN PRESSURE•RATIt4Cr, .v0°`'t�.�';..:...��/.,7'.'.�,i ._..... t�o kun Millmn-Lbvt(NOR mv,,Te ccitY.Nur+"-cona 2sria}. 2 REQUIRES SIDE'RMLS FASTENED TD EXISTING STRUCTURE WI4tket w # 3,r # Si33 T eta vs,$/gs inPcxtai'icL nr4cxR.kink *Nd.util'us: rR.t gra esaw��m: POLkR£D C¢E prm m GRL}UT RLLED CEL COtkCRET£,:SLCt"'',tt?.., ., N6,4;!16x7 .R•a.Ring ShUEiet'�Sricm '�a: 'XkTkt S%�k� rEit.S;Rvm.AT mu uott%,aduNEt%now V.-WO 3 FOR "`' ��t' IL E cd}ift � _; trasc r WAtL I.SQxJ4TED, txdAFPED NDt NTED, Atdt7'L stDwC1UT'MMINTEO. _^ ust tEslsnc a 4t+anrCaenc taranwr EXPERT SH�l1TER'SWIM INC. +�". uss n+vm y.,a- sa�a.w ca�3;.xn u•u pi25„;:N.�t.tse��at SVR€�'z ;.!,.-r�7= e s+ce+ 3: tdolM:11,4 5'Hhi SPANS FOR ptsTERtaEi9SATE.LGt135 MO SE '!.�,�'•. FirQ (�P 'C�` e aaaa;eswra+am r`+acrzn ts»r a+s-sus.rsz n.,eae.^� orti,raas�. `G£'rERUINED BY ONEM 1WERPOWIDid BETWEEN END,VALUES: '+` •'"••; '"` *`` +�ttc a. .$i.ag. .... sex _ . p.£:�+�ir ����� n�xc x,t a.}ar .,.,., .n. a a+istr. a rte' • r MAX.;ANCHbR!S SPACING kNEDULE.Va FOR A GI tEN'PRODUCT MOONT1NG TYPE:W131TO KtiMK 6oLT.3 ANCHORS TO POURED CONCRETE WALL AAD.DESIGN PRESSURE,RATmd,&SLAT SPAM RANGE t WALL MOUNT �nx IIf53CH' SLAT"SPAN RANGE'' . - . PIRW '6`-4'.S >4-5'.f. ?5'-:5'? T 8'-7 2.7�g•,:Y. >...9'-12:''$. > t2'."1S'1 > 48'^»SCF1 >ii 60 � ... - 9" 9'. 4.. _�9 `..�..„._,_ 9': 7 5.5J8 - so 8 ..._ MAX:SLAT SPAN.FDR A. GNEN aSsR. DESIGN 6... PRESSURE,RATiNG SHALL. MMS� MAX. SLAT P TED ON SUi' Ma 'SPAN,DERNtt►oN PEP"RUWCF'COART OR IM PED t our4f LSNE z'i5,_ ASA Stl�T Dem =SPAN RANGE - &-4't >•4-W:f > 5'-.8"t ;> 6'-2"t. >V-91,t 7 V12't > 12'-W t > 16'=2-t .9 7" •iii/.-1d0 g* g" @, 6` .. BUJLC-OUT MOUNT —A". SLAT SPAW RANGE #T'=#'t` ?.5'-{t t ,.>:& 7f; .^�7-9°3 .tib'-j2`Y_ >•'12'-i6'T i.6'='2d'3 79F AL 91' �9"' n -. 8. 9" 9. 4` g. 9 g, 9 �.; .g. :9": 2, g� .9 4" 7 'u/4. 7" T 5.5/8. >31-40. 9 :9" _ 9 ... ,9 3",: 9�' 9' 9 9' _ 9' 9 8- 8 g �.: "9� $" :T Mi' :.,....,.6 5�'fa. 5 f8" 6 8 >•r:'6C �3. 9 9" .,._fF7 '9" 9'.. .._9" 9�- ,9;' 9" 1r,. . 9 7 1f2 T 1✓2'. 6" ::5.SJ$ .5,5/8 a "ul& 5 5/8"5'SJ$ 61-0 9" g 9 - 4. g" 9 9 :.. :.... �• �� 9... ,9> Y' 5:�I8 ..a„ »:8" G't/2 ¢3/g' 6 3!4" 5'.5/9 5 5f$' =fi/&" ,.,..:,��.«. ..�..... _.....,. .._._. m..:..,_...... ... rias-iaa ..y . g 9" Vis' s" s' s $';. .s $ I _ - i2i-s4ot12 $" 8. &." 5 5/9?s 5I8" 5M 5/8 .._ >i49-iBC' g•_ - 9« 9"., kb* .::$" fi' 7` 7" 5'S/&.. fi S 4" 6,3f4"&5'/9 5 5J'''$".:5 5j8" _ .. .... `p%0sNA Iloilo", F`01RIGA Bu t#ti1G-cem(Man144il*q:xtIt. 8ert3ecna ZrnSj, �� `r •• rJ c,2n.S7iuC!ti arD. A2t>3i ar:. � Lacs N60til us F ' �' Ro2ting She,ifier Syst4m o11:,it7e _ """ICEXPERT SNUTiER SERVECES INC» T,ur."."f[STW6 a LriCtNEERiMC COYpINV uze.Sw,ft',U,+i s ur, 1' wY" 4 M14 t✓.aOc4stan' PORI Si.1MV., fN.Y3C(�1)7/i•0.`ib ftY,(fiii RYlylR QAagjN'R Ne i 's:iut41 PiE "s'asc. r MAX..ANCHORS SPACING SCHEDULE Vb FOR A GIVEN SHUTTER MOUNTING"TYPE.W/5116y TAPCON'XL.ANCHORs To 0dUFzED:CCINCRETL5 WALL A.&D. SLAT SPAN h',ANOE: t, tYAtL MOUNT A= SLAT:SPAN:RANG£ ilFgGp >:12"-18';1"• 2f6'^7A'f 7 ft2' S:tl2'_ '-'7" 4112/2" M 3 3{..•.�...�., +...: t M SLAT SPAN FOR A 12 ._.5_ _.,.3 3ft'' 3 3f4. St::i$„„,..y GIVEN ASA DMIGN LOAD _ _. _ _... _ SPAtd _-- --w� . .- SHAIL, EXCEED MAX. 6. 6' a t/2" 3..3r4Si�AN.`iNDICATED Ott , 4'f/2- - 4.' :3, J •' StATTERFORMANCE:CNART .>fal=ira ti' 8° S' A` 4' - - -. ON:SHEET 15, :SLAT,-DEFINITION MEPEO'MOUNT SUIT';SPAN'RANGE. PRESM ..G'.-{•.t ? 4•,-5.4. .>,:V-8•.f >.6.-7•.t > 7•_8"f - }0-12-t .> 12',;-16't > 16'-2G''I PVfq sa">+LSasI ' s'aa:G: 6' 6" 6' 6 5 6» 6° 51/2 lj2* 9 1/z' t 3 3/8- >'tD�-)ZO 8 •_ _-_. .6. :. ..5.�._...-. .._...4- .3 Z/4".._._ Y124 -..-.. ?141-1G0 .b •e" 5' . .35/4" ' 3 3/4' .. 6UIM2UT'MOUNT _ SLAT:SPAN.RANG'E at'xzr. - # . ._. ,}A'«5 t Y... >:ib'='TT_. �-. .. .?•2�_9,f, >9'-r2'�t. ._. >..a2''-76':f.,. .. .}:}6._20'.j -•':,:1ao G' 6, 5" 6. 6. .. 6--. 6. 6` ..6` '6' 6 6'. 8" 4 6, _6�.....:..,1 6..6. 6., 5 1/P' S 1/2" 4`i/2' a' .4' 3 3/4, 4:_ 3:3/4' 5/a 3-3/47 3.-3/4". >Gt.giy 6 5, 6- 5 -6- 6'' -6 `6" 5.i{2. fa b ... S" 5" 4' .5'-8/d ,".J{4". ^- 3 3/4 3 3J4 ,_.. m 6' 6' 6" 6, 5.3/4 4 $/< 4 /2' 3';'3/4 3 3/4';1 3/a 3.3{,=^ 3 S/4 3 3J4 inGs-12a: .,5 lit. 6 f 6' S 1/2 S 3 4" S a/a 4 1/2; 4 f/2 4 1/2 3:;5fi4 3:3f4`3 >1 21-140 6" b' 6'. .-5 ::':S• a- 4 3f4- 4.314 3..3/4' 3/4 3:3/4".3>:3f4- - ..,._.... .....-_:_.. - _ >iai-ica 6" 6. :..s• �. 112 4 1/2: 3 3/4 a a� - 4° 4- _ 3:314.3 3/4- .�-._ __ »- ._ ,:—,_ - 1�11jri1HQM/iYiYgr.._ _ FLORIDA MLOi4d con:(14c"Irgh Yni�c�t$ssreicaat;25r,!)' ) ��`� ♦��s•i,;J 'y, azurx'�ricawc, N hOO f..��'( U& & .�� V Vt� S''-• '""\ F3o0t1g 5hyltc�r 5)-siem c iiul:e ... '/ �-• n:urtcstiw a cY+c.�vate w cauvrrvr EXPERT SHUTTER SERVICES INC. ' be.vx MCI t.o:c'�u exy rm•.n mrmle 15-071 tl3 U!�nvMt:can e1� � crr-co6o WtaNVNG No ees Ort _Jr� !�C' "'.sZr.Y3, ..�ytial:. iif#g&Fe:,/- 1'6y t*� sV' s•t - W,! a 9+([Ci tJ Ci,78 v r;NtYliriiHi{titilll ... .. ., MAX:ANCHOR`S•SPACING SCHEDULE Vb FOR A-GIVENPROOUCT MOUNTING TYPE,Wl5116,"O:TAPGONALANCHORaTO, . GROUT FILLED CELL CONCRETi BLOCK WAIA,XSM.-DESIGN PRESSURE RATING&SLAT SPAN RANGE t WA LL.MQt}NT SLAT.SPAN;RANGE .to 4'-5 t 6"f >.e-r i >7!-e"t >s`-i2 t >i2-1s•tls`-taw s' s Yo:O &" _ b"..,. g" _ S•. .� ..:- 8,, .. ... E � ..�. g" A iJ2." ,... _. ._. . .�„..t.2 a ... __ ........ r MAX SLAT SPAN F,OR A. / > 1i.. SLAT ..:.... M. - �ij, . .__. SPAN GNEN AS.D:DESIGN _ PRESSURE RATING"SPALL »o4-t2P b T ._ . _ .. SME DAJAX. SLAT - .: _ IN01TED•qN;SLAT 4'' •. - SHEETRtfActC£GNpj .ON �aT SPAN DEMITION SHEET:tS TRAppr=b tifouw. _ SLAT`SPAN'RANGE ahlwc o._4.:t y o•-'S"f >5-G"i >.:e_7 t >a+-W.t > 9•-1?'t .> rad=rs`t, > rs-ao• tawsE'(ps,r,} s 30.6' 6" 6" ..6' ... .6" 6` 6., 5". _7—s— >121-140 ._ >121-140 - a/41-164 $UILO.OUT MOUNT SLAT SPAN RANGE' : E'er p•;,,4••t ,4.:„5..t. r V-61 t >ss'-Z't:-... .. T,_�«.t.: '>6'-12't E: O E� (;I { { { . .. 6" 6' ...A '5' .6" '6" - ..6 ...:..6 .6" 5..1/2. - 4 iz _ .. iS1i0 6` 6" &' 6 I ?" 6' 6 6 6':. & 6 '6 b` 8' $ `51/2' _r 1j2" .4ij2. 1 f2.. 5 112 5,/j 4 1/2,. 5 5 - p.. - M1T 4-. 51/2 a.1j24..1 j2 s stk a,a,!4 ... .ai+36=-[2tl "fi 6" 6 ..x.1/2 5 112 y2 " >141 Q! ., (�.:.ij .�f.ORrCh•Bkt;t;t)lE:G.X3Di;(Npn Itgh\`¢tx;ty 11ur»cana.2¢at} 3 tic s J Clutflus rR� ]l} Csqc RgSteng Shutter Sy§temILI caa bi 4 rwr rrunac a ENneawc cow�arrr EXPERT SHt}TtER SERVICES INC. Z _ �� s:»"w u+p w YA ror wua -Y!K 524 S�.Cf.60.%YQRC S?FEEr t3 G'e,1 aci w o�. FtdRtAP•"���`' �," ..�w'� @r+.»c tarsY rs-cra ri a lrnt"e>r-rtsa. gviwbw na I t.1:, eri•vtY rf 1 attaac uc,t sats sttt:e4:u:c q a SCHEDULE Ve- Vx,FORCES Lb/FT:, VY,FORGES lti7FT ACTINGAT:SfltilfBS-FOR AN Pi>S.D:,M1GN LOAD RANGE SLAT SPi0.N.RANGE;FOR. POUREL?CONORETE.Ok GROUT FILLED`CELL CONCRETE BLOCK WALL BuiLD INGS (USE,MOMOM VACtlE:.90KEE-1 Pi}S11NE AND NEGATIVE A,S.D. .LW), "� SLAT SPAN. RANGE PRESWRE > 5'-6 > 6`-7' > 7'-9` 9--12' > 12'-96' > tf'-2ft` DESIGN , RA71NL Do) Vx VY Vx• W. Vx Vj Vx> Vy Vx Vy Vx VY Vic Vy Vx. VY 3614 16 80 10 75 1.65 90 238 145 421 435 594 180 999 2401 i wo . r31;-4Q- 1:0 80 10 100, 386 124 440 1:40 39& 180 943 244' 1_326-. 323 : 1823 400 >41-60. 10 ]:2(l 20 150. 794: A810 509 2i(l 708 27:1" 1266 3:6C� i`052 480• 2553. 5I32 Y_ _. .._..._ _. >61-.80 10 1-60 61'6: 204 76 , _ 2403 796 284 1 007 364 . 1 i595 460 242.2 600 2547 596 .$1-1,65 123 . 214 554 263 711. 315 7142 3.68 1372 473 2043 5 't 2492 : 638 — >106,-120:: 3 t 3 240 728' 3o- 881 364 1:345• +€20. i WB 540 211'2 640 ✓12+-'140 552 28Q' 960 35[1 '100 5 424 1"612 #9€3 i 869 63 2G9 fW >141-16C 7$1 320 1:18G 4Ou: . ,1322 4'80 Tu75 564 1744 640 'tf6iE SAI SEAN: R F1N11{QN tTSRALLBETHE RESFOWLAIL VCGFTN.E9WTRACTORa"R P"r�G!iT H�tOcti T01'E£t€fY iNaT.E%�Sf!"FG Sit2L�Tt�£i`�5 'DE$fGtt60 Tp S,G?lPOAZT.Vm O(Vj FOMS M FbUnbS PER . tJtLTF03T QF$t1lJ�EE2 tiEiGF'?A7&3THStfdIBS: Vy SIDE:RAIL._ vx Y tsa p,T1!(jT�'�,.a Fto. ev�yuuzos cOti{nn,ii at stay n K a zc t3 Ef1S oz aes�� 9 eT1T"'" '� ,fig■ �l�p�w+�uro'.,,.. RnlNn Shuiler$„Y' ttm w.nce/ss.. eTST+' ,ESL■G t4.v iie. oai[ k:;';^� tt= nrur:rest«c e.eNwretae,so cowra,ar EXPERT SHUTTER SERVICES'INC. ✓ six fv 2` .rs.. w xe An• u,.. tsza 5x aa7vc r smct. P mit,. ,.,•. txxr :x. <sraa a.mir �pa.st.i.sat r..iereo F'S—Gfi�.. .�1"' � �� "` ra 44at.v r!raa teac1ua«xu cr..txk err_crap Wz1mi�4 w ' '� t > i,gaCc:l,ic,.f<i)F7- m•r1 :w -�q[[i 11 M-i3 SLAT PERFORMANCE CHAR r'ib L EC_�Ialc;(ONLY-+%LIA'FORTFI"SLfPI SLAT PERFORtAANCE CHART IIbI bt IIcS�:(ONLYVALIDFOR"U4'"SltP4 ►IAXiMUhl:SLAT SPAN AND MINIMUM SEPARATION TO Gt1.5S EQfR GIVEN'WQOi3GRAt}6.AIS DESIGN LOADtasA SLATSUPIB"AND, BoascwE:n NAfir>ttitiASf),OESiCN bfiE55tfRC R�TiNG:feat}AMP5tgtTtENa tptT.c,CaVtYmm F'ttsi raze'GnFENra,S%WUMA..S f7;'t'lEs;iSN Px£S9teR€fYAtM :tRsffA#edt Sltft�7 R,1aDurrst:OtctMra £pii SKIJTTER tdOUNTING TYPE.FAR NKJDD'FRAIS9E3WAltS:1+172"x4"STUAS.. . fia9TatftTcavSi'u�i$mttGtaa ",p£ftfY�"uaY EtoW. tNSSAf.tRsfti frc�t3Tor�iafufesP£a'pExdts.�e£. ASPERLIMMATICMOtf:DEFA( V ' II88 A/ CHART UW, CHART:lbl CHART n X. ust Rears agfr[as tau wa ia; s Asa �pT. CHART'IC mumov"mmm fvm/ia.KT+K"A talk UZfAWW WAN111'160 fistm iEtgK#..$A tw AR m y To W46"O fAPG XLANWSW, tfst fiVOfiW F+ra(nft:A&0.. USE w m w PQ51 K A,&0: YAX `04 NF.no to.. 5If 50 TAPCb. 7(LANCHGti GN cHaR W S r. wtc moot �! fett �nm'vAuuc w wf , (� sr s ews: WOOD GRADE 6csfwt 'PAW um A1AY.SUIT SPM) LitOl• Irl17UP@17 W.SlPaJtRION'f0 1011%1!#1. REG1Rm f/AX:'SLtT-SPAN- •.L ,> UK savagaN 10. � roay �* MI?�� v�4 . ffF13>OC Orsw f •e:a as amRa ill. rant"'MMG.wwrsr Do s ao c ewn- +mmo 0 s[osnt uR _ a eNa-arstS-f1R-SIXiT4# {piiJ ::. F., a :vm Z)=.... W20,Id+C h?l -p, . : ..' !€n ZaftS; fGra TOwE ... maesa) aue wtsaf t-s + tatxrornbl t)IC W 3tb1(aearcxai h3, +. PhtCE f°df-fT2 Siff GAd:36 fiG <'-5" a'a" yQ4:r ,i4'.SY '.i#f'.-;f• IIF 9, t i- '$.t Z- 30.0• ...» .. ?.. `#' ra'-0-." fa'-p'... )0 4 ;le I,ISA r". 354,--- 409 71. -) Gt/> 46.0 a+ 7--4.. 7 ti-� ? a' s 9 t 91je��,, Y!1 SO.O rM to O'_ tp p sa C- z 4 - 't 92 St10*'"' # s- ? d...w.,.,_ x S 59.0•i )0 A` t0 a c0 a 6'9 f d t2 K& 5.0 kw-6- 1a p' .. '8 a ', } ._,"• 9 . 60.0".r-^ SLAT PERFORIA NCE CHART IIII.(ONLYY VAUA FOR 1T.8.W,SLIP} SAT PERFORMANCE CHARTV {E55"TFAN6LPj FOR AGN£NNAXUVMA.&ti..LEW34IO1EMURE YPk*6(Pk MO'SHUi7£ft OMINt COMMON FOR: Fa+cA GNF.Nn5ii.1JS'�rcU rCA!]pc/i;SrptfTER UODUP't7JaANiICN+ttCttWLYO y i �`� (''`' '.ts54At.lATfONS v'o a"tG a.OARS Fill,DOJUL25£7Avi 9TA"MONSWOSTORH d)..CatOR9YFEA*R)FOR tNFWtSPEA OETAit.?RF(OLV i ''1 .. 1 3 .. 'TISH ,7 F3j CHART IIIbl TTIt#i CHART MCI Slt6'6TANCQ%XLANCN3R �� o 'ME WMN.ilW WiM FOMK)ta NWK ILS,O.Im - M1t3r#'tr& � s. I=fdh)@1fFY y'a=ff-A5S1..-. iS WAXU N YALUE 9LIWQ)).t ,1d+tltaetlY f - t sr)ax► -. c t IVOTAPCON ISLAM Npn Ii9( StlT L;ND Y7it+f ' hND ftEt.1SNE A..A trOta A5.0.tf)AD,iYNl7E- -i-9 t+ t4S ... 'SAN. STAT Ifai.,aA7 AN tax w ouw t{\X_aff"SPAN F aOREa ou sama N TO Z(FTU (um {Fn �'. \�. ease Llevl'-{FT} {d tam M'ewo:'CF StA).'Crrl o#5h"N rr r rwezxt Apo, rx t ersm or. nwo we + ,,, w .5tofw scars' r ' W/o smite BAn ` Yn t 2z'µ s u . wa)w) xaxr k 4 w/ xN /o CPsr} (tw.VP1 sTr.MYWO)T taslJ 3 T.A. 1raC),2auEs A i.7 li[= WOW M;t. wia. vm Z"" (=,Wma)arae Kornai t��emsai. +3 + cs4 saI,cci )-a e:' DETAIL i(ELES7ATIQN) 30.0_„„"' 7'-g• S..-S. 7-b.. .. 6 �". �.�.......t ......._ _F!.���,.: 30.0.._.; .5•_G• - ". w toga« 'W-9- +oor s-er : 40.0 w 8 8" b @" 604+`+*' a s` t7 E 5 5 9 - ... f @ ti9......' ¢QaQ,.4..,. 9 Am1Yv1, f f91CATEl1 EAhk:. SLAT SPANS f Al BE USED As LONG Ps .�.." ..:.... '.."'. ---'.:..::'." w 3:r ra SFt,CwG.'SCHEoutf5..ON SH£"T..3I !NMALTE 1HAT'h SPAMO t" .._ 5 f/d-........ ..:.d, ; dCO.•w. S'-i""._ .5—t` �`�9-" 5`-a' i. &r�8' eoa«+ g_s. ir'.AVAtLAStE FGR,iHE CGP.RaPGhDiNu SLAT.SPAN'Atli)A.S.C. CESfGC) YR },0140FAASD 6ESIdUWADVSW&OGRAOcSGHE(JULE: { watfb FnVa- ri'ALL to DE 8CIIj STRICTLY e,11 A OOR+.A-,iCE zsfrrs GiNLN ON t'ETAfL 'A."7B PPD13Sf3t.,5 FRAY CH TER 23.0E /f' �rlff.1G . L vAklD FOe G6tA�t!>S-fIi'i=6DUlFt(CrA.{5}' a,E 110 sfSr.BUri fNG COO,: jM4 aUD�. zrd rH'G WALL-AT.CHER i __..., -�„''.-•.._�w.; fiGG'tlElaa f?2 .$2{C ? SIDE CFF PPIFNING SkAu,E£`Aw.. .,.w•,..ma,...t. g. fix. :S"60aCS p6r--GTN(C,d7;m ... ... ' }� t—I. ��.._..._�_._ +•1gliES Fi1t�LrLCtAS-ffft-S%lffi{Ge(i LL...�_.....'! ''X%AiN pie X62(G+Q.<.8 L SLAT SPAN MMON "*NAMR%t'SGttttfTai F4E:ff2"(6.G:ta) •t tda.� ^J x 17WRMA HUc.(kF+G"..OttE:(ilc4 Hioh Volooity Tlu'trtrsda'2ae�.p )eavau aT E { 1 i. amts ra-yea,Mc Rothn Shutter S teen p W. ` 1C-6•rpt 0.M SL`I t U 01, .., �i L fp > R : tcNS �� NC1 u t ;I u.s F?�^!�INSTALiATION INTt}.Vi(t1C}R Ff1AME 81 RtGTURES, 1 �. �`. i" ttt�. ;a— 0 ERT SHUTTER SERViCES. INCa[Mt:eutCRd! COrYhNY w f�. C .. esa4r,xn c,tw m.varvi.aiaay.'n.�znree``v � t S; .§( Qmaxere.Cat,{ti2">5'YAW w1:Sfi �!+ LAa.«,o.F 7+9"cty6 fM-67)9}a a9awSNC w r4Fx ro7 t �� xXYLR i;anu w r_t .. DETAIL-2'(ELEIIATIOM 9 i t �R 4Tt r t x .s 4i Ri + .•sa. v ct7 20:cA 2e. r r rrhtarvfEs45EHitttl. MAX.ANGNOR'S SPAGENG SGHtDUL:E�:FORA GIVEN SHUT—TER.MOUNTING TYPE WOOD GRADE.&S.D. DESIGN LOAD(W)AND SLAT SPAN RAWAE WALL MOUNT&'BU04UT MC/UNT TO 2"x*'WOOD STUD WALL MOUNT TO 2"x6"WOOD STUD,V1tlTH MINIMUM yt2"PLYWO06 (SEE QETAIL 1 6N'tHEET 20?. (SEE'DETAIL 2 CIN SHEEt`201 „ taimvtt SLAT SPAN RANGE S4A"�kl-NASiiA'.; ,ixa mat 'OD'GRADE a, OOD GRADE >.yto t0 tw�i rJ o`kt n rcl .. 3 30:0- 0`. . 5 30A 6" ff' 'fi' fa.. . SDUiH£Rt§Mt- 2O . �E" S�UhIEAN?INE 2 - (G 0: s 6, _ '6" 6' 4,3! 3 1/2- W !2-60 _ 67 _60 -.v.6 rt6' 5.3/4` S 1/4'...-3j4- 3,:.. ' USIICIAS^FIR-SGt1TH 30 6' .... DOUGLAS (G=4#.46} vE[lltE-f1R-SOUTH.{ r12lGE£NE=fG�-SflUIN .. . 3 ci.s BUILD=OUT MOUNT TO 2'k6"WOOD STUD WITH MINIMUM 1/2 PLYWOOD' (SSE DET;kll2 ON SHEET 2.0) wwvx+x.. _ ...SLAT:SPAN RANGE, WOOD Gf2ADE Cts" >dv t ?..6 7 .Nlt wwr'r 4�iGif Y lextik r, NJUIR v W WR M[ Y%NI IY,' MOIM'♦ tbU.'f:v DM't1I's YOUff s, LRRf!1 L7M. . . x-30,0' b° 6' -6 0'i fi. 6 6. G" ;6 - 0,. ¢_ 6" . S0t)THt4 N PINE#2 40 s�z �y f_ {G rr :: 6 8- S/Q 5 t/! 4"" 4. V 31 DQlk"2nS-Fi4-SOJTH 1,30.It. a:.. . 8' 6 6" •s 6 6 �a 5', 6» _ 5w_ Sfi?IiCE f?tCSE:tTR-SO;Jtt3 :s „{s.0 6. G» s. 5.: �r: 5• �» fi^ G G' � 7fL� 3` (G- 351 f f i I *��"- - tt1122tHtftl'ttpttt�xf 1:lAX: /f SPAN FOR SLAT FDR. i0t Q A..Jt� rS'i. FC4PtE}A-83f423IP:G CiiB=_4l7r.R tt�n..YeE�=tg H:n.ieaRc�34r,C}.. E GNT4 A.S'D' D p£SIGN LOAD , . SHALL NEVER EXCEED MAX: tiIGENSF : _ crs tare:o xr_, A,{ k S "WN w: # a r, SiAt SPAP'' WDECATED i` l, ••••"'• ;f QlEing Shut.er Syatsam' cxttatu stAr PES' usaiac c�+«a-�ss, � ��� � tlL1��Ci�eez, �E ON 2 ssifw, i "" EXPERT SHUTTER SERVICES INC. MefT tESTIWCF h EHGwECR RG GOYphN! ' tut at"aM u. w"aa+csrux.n,s5ix ft26 S,W. a"4WR[52k?EtT $TA1E6f e x;.sm xz1 .. sxrs*-,av meat st.welt tt sATB4 f5 £}7S f,..- +Y.m A Cl �(IRtUt" �� tu-cram:a +*�a teai a.assrs to cmt.nr.� awinyc H, 'i . fi \_�J W skm 7.1 nr ao iwnuu T'A8LE 1 MAX.ALLOWABLE STORM BAR SPAN(ft)FOR A GIVEN AAD.DESIGN: :LOAD fp.slj,&A GIVEN STORM BAR SPACING(ft)*" STORM BAR:..SPAC1NG 01 2.667' 4.5' S' 55' 6.' 6.6674 0„ 13 0'' 11 ..0 i 1:` 0" 1 1' tI"' 1 1 D" 1,1 0 11 —t3" 11 :0 S„1 a” T1i1S REGtQN s5{3NCt Vit 1D F41t 1NSTA1[AT(t3NS s Vtf 1 4R lA4RE'-ST4(2M @ARS PER`^a+?i1TTEF1. 35.0 11'-0" Wi# (} t.1,7 1'1' 0" 11.0" 1#'-0" 11 0 E G {- " 1 T ..0 1'T _ __ 40.0 11'-0" 11'-0" 11 -0- %1.11 0" . 1.T 0 11''-0" W-0" i 1%-Cr, S 1_p t 1 0 1 S—'0" SO.a 1.t' 0.' 1 t`-0" 11'-0 S 1' 0 1 i-0," 11 T}.' 11 -0 #1 -0".. S 1 .0 T T=_0" « THt$='REGt43��S DNt Y YAG F4R:tNSTAt 1 ATiGMS y/ 2:'GrR MORE:4TORM•clAf:S PEEL SHUTTER:, 55:0 4;1`-0"' t T :0" i 1'-0 T 1 0" #T 0". 17 -0 1 S-0" i 1'-(}" 11'--0 1.1:'-0 ��._ _Ok M 60:a 1.1;-0 71 �4" 1 T'�d3 ti' :{}' . : 1# W; .. W-0- I1,-0„ i t' OK 11,_04 r 70:0 11' 0'° 11-0 11 0" 11 0' _.-- .-- 75.0. t 1'--}0" 11 t7` Y7`-0 11'-0" 1'1`-13" 1 T'-0" t# 0 - 11-0 80.0 11' 0" 11 0" ., 1 1"-0" i i'"o- S T-0" 1:1 (1'. I'll-o" e5:o 1.1' 0". 11.-0" i t`:-0" 11.'-0, )'1' '1'<-0" i '-0— g0:0 1 :i3' ...__ 11 0". 11 C3 11 '0" - 1'00;0 11'-0" 11 0. 1T 0" 11%-3" 9'T'-0" 105.0 11'-0 11 -D;., 110:0 11'--0" 11 .0" 11'-0" 11' 0" 120.0 S1'' 125: t1.-0" t1._0" 135.0 1`1''-0" 146.0 1=1`-0`- 1T'-o" S�1'-0" 145:0 7:1;�0.• 1 T fi" 10-11 :._ - _ _ _ _, 1559 W. 0- .0 ## tlEJSURED IN B TWEEN CE14TER LINES 4F STOOP, EAR' IN �� tdNNtgN�tyNMi FttRstu HUiEOtH�GG{5E!'(tfon llrgn Vawat Hurreae;7a a1 E£ET Qi Ft 4}tJ T1P OF.SIDE Rt<l,SR CENTER [1F SdOFiFX BAS:; sy��� i/�i��: olsss rz rca,wa Nautilus turd k ._F'STORM roc EN$F I CO Raljkg Sbgfler Sys0 ai}it y - f w B. r urr trmroc Gi z�a}m a caucr�r EXPERT SHUTTER SERVICES.iF1C; ,* ms re :a•a..z"ax,x,.aw ewxea.n a}.a snx&S.W«f%,14.^¢51TiSEt . �+:tsa3tiv eaa to E>�wae�x.0 15—{1�`t A"iax V%}Nc�+.td,cM,'.. •:F'SS,dVGiG t'i..'3}R$i STatEb� •u•.�' a..}ac 7ar.a�a ia•.crm a>,.occo w+.a<a va 4i.� Ga sua:as, 4 yen W44 .'run',.,n.G: 'v`.• wnr+ar.: .t ct#b�¢-.};c:.F.+Suri TABLE 2 IARLEI' REbUIRtmENTS Ff}R STC)Rm affi CQNNEG'FION TO CONCRETB OP AND BOTTOM PER. ftgabIREMENTS FOR'§tb NI SAf2 CQNNECTiON.TO CONCRETE701PAND BOTTOM PER SECTION SS"(SHEET 9).FOR GIVEN AW.Vii:DESIGN LOAD jp.s )&STORM SAR SPACING:;{ft} SECTION S1S2:(SHEET 9)FOR A GIVEN A,S;D.DESIGN IOAp{A.s.f.);8 STORM BARSPACING.Ifft Kamm STORM_BAf25f?ACtNG STORM BARSPAC4NG-k(F n�cwc �r 2' iu6 1, 3.5''. ' d'' 4.5' S'' 5.S' 6' 6.667' 2"' 2.56?' 3" 3 S°, 4' 4:5'' 5' S 5` 8.667' 30.0: .AH.C.D A$C,n' ABC,D' .. $. n 49 C.0 As.C:D: AH,C,D.. Ap CO ,A:B.C.A ti&C D. "30.0 AB:C,O C D'- A8 C D ..A:B:CD A B C DAB A. ..H:CD 8:,,C. AHC .-..Az _ .._,.«.�,,.. _ .,.__.. .. xl7a..a ,.a-c� .«c_:..:_.._.,. .: -„.„'A8'C SSA a,HaC,D A$C,ST.�: •AB C.D'. ,;,,»AH.C.A;_.A$C,O. .AB,G,D M1$G,5} _1lH,C.t3 A; D F^it.B,C^.D., 35x4 A, D',ti.0 A,8:Ct1 A.B,i ,.«..h,Czn-. L$ Q-._ A.EEC« A6C ._,^FGA,,.. AH ..V•.. A: 4Ao AB.C,D:. Ay$ A8_fiD:,,, AB„C�fd. AHrCyC. . AB,C.O ^`A8C® ti8C® _AH.C:C A.$.C.D 40A_ 'A8;C,0' A C:D A6.C;0 -A C•.D A8 .„.•.„,AxB G` 1t9 Com, A A A:.... .,A50rA AB C.D. ,.ASs.C:6:. 8.0 .._ A$,C.D __A.,B,C„kl _#;B G.D 'HC».. ' :4” A:$,C li&C.D. �.A.$.G.t3; ABat_ A,B. .:�.:. A.9,£ M. '-"A "A- �SR,n : A.B ...... Je$.C.O,,•hH,C.D.M„,_..•A9vC0.,,. A:$,aC�d_. Ate..,_.hE.D,....,-.., ». 90.0 A.1?,G:D' ...:,' Cab '$G D .......,Ae9sC..._,. ABC:.............R.»....«AA _,A&C 0,- A;SC D AB 0 Ar8OF0 D A$8 rD A:B G D «;6.C�C_«, : &C :A.B:G_�,,,,' ,&SD n:D,GD -CD A9�: , _ A . ;,_ ,_ A8,CAbYC,•�0 '�l8 C.' _-,.t5.9,_C.»_ ..«A 8..... A._ A _ ,,A H D...: ._A �._A$C.o A 0 . A$s gD�c. asc, u aD..: s” : .. pec n e,e'.', e. r� m �� A ”' A 1,7U . AB.G:n` Hcn a o A$cD.: W.A,BC 'ABC., A8 C' 8 A ".:7D10' AB.C;n 1nC .�..?4.�.,. __A ._.««..A_,.. A A. A!�B'GD.. 'A9:C.D" ADC�.D A$C.D '$C A,B.0.. AB A A ""— tq _.._...._,.... .., .__._.e•....... - _a.. ..« -.,,._ - ._......._..,... .75.0- A : 'AH C A A A .. A A A; _EtfO ABrGO ABCQ „AB.C.D $C AB.0 - .:85:0 A.H.QO. ♦p .w._. AB•C A ... ...._:_._.�.,..,.._.....«.._... __...__ti..._....m,....,..». At�A'..AHGQ Ax9.CQ... AH,_,GII R.r3C A.BC A. _A A .......:A,_...,_,,, .- A «.M_..�:: ... .,..�... :,,._..«.«._....,..:_«_._.... .�..- _....._. -.,w, ...,. .706.4 A.B wG _ A A' A A _.. '- .YDS.4 HOO. $C.D'k ', AH,C H F '_.... „_ a A ,.,_......•_. ..e_. ,-.. .._...s..,,_.„. As :....�...„ ...__. A' S09A ._ A9 A A A _ A ileA ASCQ: 8G.6. ,n_ ,A.4 .._A A A 'A A A_ «.,._...,.._. m«- itS.Q 'AB G,D 8C BG' i6 A. A «,w.....,p _.,.{;, .,«A... _._....�.,«w,...:... ,...,....».. .. ..._........_.,,._..""„_..._W. .�_.•:- ......,. '” ._._.,- .,..,.... _a,.C.:WAa ...._.«.,«- .. -_.,„ ..115!.0 A. A f2QA ...�:_.,, ..<., A ,„' -. .' A: .4R A:. t A h: t< '125.Q..130A AQC:D A C ._ A A A A •A. A' A _ ...:.._.„.,_....,.-:_..,......._ ._.»_ ._.........-..,...,._ .,. ,. a _........ _..,.W,..w�.«,.._...... ..-..._ ._,.133;4a.,.. - a3w0 aA - � , «744A fK:CD AG. A ... A - A A An .•-:�--•.....,_. .»..__._.,.. 7A A AA_1!50.0 ,,,,,•,,,, ,..._ .__ f50.0 A 755.6 ..,�k8_en..,_.,...._ - - A184.0 c D. A A A -- _.,»,.__............. ......, ,... .. _-..,«,^._...,.._.�,«........,._.,__-......... .._. ,._:�.«..,....,_-._._«.,.....w...« _160.0 ANCHORS TYPE LEGENI), A: 3j$aiWBW,,STEELWIK BOLT TZ EXP-MiStON AN R aY/?.1j27 Wn, E/dBEdMENT#'ds.5 "Miq: THICK POURED_ CONCRETE(1's +YDDO k1 8 'Jls cxi afA"FTrxCas tru x=Bi,At5CtE0RS• ,LL/�'S 1j4,4550,.EMBEDMENT*TO Foukb c�s�GaE-E(r:..=„tank•astj�:�/ei-is 'MACHINE swSiE C 7/47vx3j4�ALL POINTS::SOUD-81-T. ANCttOR`W L 7/8 MK EMBEDMENT*TSI' :PDttRud CGkCRBTE(f c. '30D0' t} dtafiiaNutlflit>rK f j4'p.ZO, 18-6 STAilIiL 3 STE£1..M7+CHiNE ♦� E't~CRKEA.:SttLD11iG CODs'.(NaA,f5igh,.Wmk ty:wriii=i Zcrsa) .Y S REtlS. -4 y, K>7ars rrcuc a accts Kr:' t p js A fTwj6ur dEx TAFcor ANMpr-; ;j s �}GEfys�' 4 Y{ U U S f ? t jA Mr^r EMBEDMENT '""�' ••w _. f2ta55Ct�siF 4ttq System prpao(,y corrREaE,(Tcr_ zseT+�' '+ 9�'” r ll� �tfee.. ucc, trturresrrno cnoyecmuc corv�nv. PERT SHUTTER SERVICES. INC. 1rC wxww»a•ar. xs:.esetae ,n,n.i}f 7G24;S*&17Kewe vpw ; a' 'TA x�st.rew,:s cue, sr; t5-Q7T . - s',f5 .OF .rrwa,tgafoOs.t<-ri, 51•it3CL t4 3sSEt .. ''�,4axM9,Ne EMBS�MEfTs�`�-Atn'£•"t4dR'j Cf3L5NG FSNtSH Q f�'w CO^WG5Y18 %CKt CCOS Ta9.4.M I.r,':Y72)6Y1-+✓'ia} j . ! .(�`• • y` `V�" /It,1fR h T+tlfC 4 A£: "• t ii YR.r WR.tl. Y b.Rvwi?.. 4R ��•`,SrG,kA � na-na Cx,t +.st „.� ..: erric�'4a or Pc` p iAIN to ,, SCHEDULE 1a FLOORTOCEILING(TRAPPEDYMOUNTING .. SLL OUNTIa. MAK-SPAN(ft) OR END AND INTERiOR'MULLIONS FOR A GiVEN WALL MOUNTING. AS.D:DESIGN PRESSURE'RATiNG.(p.s,f.h&`A'MAX,MULLION MAX: SPAN SFT)FOR ENd'ANO INTERIOR MULLIONS FOR A:GIVEN R.S:D. SPACING t@)' DESIGN PRESSURE RATING(P S Fl-& A MAX..MULLiON SPACiNG:(FT)' MAXIMUM MULLION SPAN(f?7 MAXIMUM MULLION SPAN(FT) QiSi£lxilA•Mt14UON Gi 1k8rS114^MULLioty d2 4 7511 TFSCI{(bBFLAtiGE)idtRUOh WAM §)4 i*MIJUAGN 0:4'Xa41WMULLION- G2 4.xrx1f4l"cx .tS�h6►SC - BC." ,fy CM10Ni VVEaMPOR RW. ATM#2'Q l CRWAMvOR7fATGN'A}' '00ENAT1N (Q DRt7unet. t ORaU7ti¢2: (yT aHWIt.iN7tFhF :4f0' WiTEWR.I- :.ENS CnEYWR ,ENS "WeRm -Eh`0 wmtm, .. wo ..4NR I iNiEl;= DO PMKR ;'&N@. :RREIWR UN f.0MIGR END :U71ESi0R EWA� ;ongi10R - 3L10 T'.a;8 -}' :12'-91 @'-a•: 70.':T S-vY :72-b ..... 8-8' X-b* :.72'-R'; �.6 :ZG`-dl F»tq` .9--s .. 'Y.-S i7 0'` '�9„-Y. : 10'-t' ..,W-4 39"-8'- ?'8"....7?,-8• . JS@�, 20'-0 Y< 9=3' 8'-&' 77.5'� $ 8 �..i0 .0 Y T- t2G :$•----.t.-.--;, .,.` ._8-Si'"' ,t2`-sem �.J3A- .i0`-0 'Y,«7' ..9-3` G�9,;,,� ti.-3' ..8'-$ 7@-'q' .T:.2• Y2V8�.- G�-1Y 12 8*...� ._r.._._ . „TOA 20-0 6'-70"' &-7@ :6'.-4'... 70•-77•. 8-Y .8-T Y S t7. 6 .8'r5' 8-6« �t2-8'- i6A .2fi'+�0' -£.IP' -.B-70•-�„8'-a" tp -7.7 8'-7 9..X^ Y..}.._. -8-8Ott}'-5` -8' �_e 8-3' �'-ix 32 8�.. ?• 7. 8::.2" 72 8-. '10.9 7{P=B 6-G'" E. $" 8=b'. fD 6` �,..1:-8 9'x-3' 8"-1f•. i2`-8•... £' a:. .x:92:gib^.. Y.� t ''. '•$ 77. �.6.'X,,. ,.12...,.._,...,..8....... '7'-4: 9...7 s' t$ 8.. d{0.9 2G`-9 8:-2'.,,w '8: Z:W, 5'-4' 7tY-Y-«.,, Y-i E'-tit 5.-J,.:.. t2-6'��5 k. ,72._8.. ASA': 20 Q'......5'••tiX 7:.7 ... S••g•; BEE- if72`„;4.. X0,,,`95-it-: 9 107 ..7`-0 8�Y -t,-7fl« 72,�-f«.. S' i 9` Y=8` S-8' '8•.,,„,...:8....#.....$"'F.,»..:87 6 .8'- f?�:0 $-s. ym8.. t2'+-8" - B9O f@�5. :5"9'.... ......1,9 : ;.9�8' :8 8`.,. G'-70' $'-9. �,,... 8 4 ..6'-2 77..'•0' 8'-a.. _S'-6 'fY,B. .. [8'-<' -5-8�_ 2-g« 5.-4' 8' C+..-SO. T60. _tb @ A'-9;_. '7-Y A..4 ' +A•:.q- _ 8. .�. -'8 ....:.G..:,.2 T7 7. 8-3 5'-6 12 5' 46.0 f8'-C �5'-@' ? 7: 5 4 .BLS. C'-70 8'-S'. 4..8� .27„X• ..y_.6. :.22._5, ..._,...... _«,.._...,.. »,_ q.,.. 7,, 9 5-9: Y-7 '-4" 7! 90` _S;w3" Y 9 $--2' -97'..8• -A'-6 t2 4' 80.0. -fA=V - 5,-9•. 7 Y" _ 51-y. 9 4 -£'-t0 d'-S' 4„4` ti'-8'_ 8-8�'� 12•-4• 7`0*' '£'-2 77'-S-- 8'-S' 5'-q t2'«S� ✓910 _tS.eQ' g-9`.. T 7 5�< '.-"D 7 8,-tA E-2' a'�'.' 17.y 5.'G 72,:-,3 . ..9�3 3 _,GI7 _0',J' 058 ..fg 6 �5-t0 7 .7 S:8'mm, 'T:&- W 9 3: 7 9: 6.:•R 7/'-S• 8"-5 £ A i1'-amu..... .:8'-8 ..3'^fi I2] - �1068 �:_'22'-S T-i7' ii g«-,."....SSS....,._......2-S A-5 �... ....,». .. ..�...,..._._ 790:0. 71 7 : fi'-x. ,T'-T :..S-$'. X'8. S 8' '7'4' 6'-8 m1f'-5• 8'-8 �5 7G' 'iX-3,.... ,_;,„t7DA. 97•-7 5.-9' X ?,^"�._A.8«'. .,_,.J'^3_,., X'- ',6,�-3� V-37 it ft60. tt:7' 6'-i .7'-X' S 3', ? §' 6�ff'M `-7}»9 6.aX ,Y?�-5" ,, -. R'^-9:. 5-.7x �2 3_ :'�7fS0w 'T s'..7 L`-f".., ?'-=Y �„S.8- .'3,,,,_,3,„ -"7'-2 B:-S' 5•-i" ft 5. ....3 ;}._ t2'-) . 7280-.. t4-$. . --7' ` '-. Y". 8,9A„"7 S B'.,x' t2110� .iq'»fi a"-7'. 7•-8" v 9 -"S. 3' M?-} 6'-2� S-5� if-5' .SS0.0 0'- . 0` 4 �.� „.. 6_pf., 9!22, t?S B-!b48 . „ 1-0 9 8?d1 y,-7: 7 0'-Sr' 7; f0`. 7 2 ? t0 8»79 7. 5"- '7 2' 6 2 1.2 3 15p,0 -8 ,58 9aQ.4 4 1 '6'+47 7T' µ 3' .- : 6'3 '77 3- ..:f,W.B...: '9'"e' 6�.i' X`X', b fl' 0-r 't460 $-70" B'_-s. x'-8' .8 C 7-9' f 4: a,.,S,^ 4'-77 ,i'.:g• 7•.4. B..S D'g: _ti8.0 ,._D"tA' -R'-5` 1'-6 8 0 9 S 7'�'-C.. B••-2• 6-ti' f t'�'�.y 6-�l .._72:.5 _ _ _:. 7'-9- 7•_.5: X.rS......-,,. „4 ,. .$ G.. S- Y-8�,,, -7'B '?,'-t 775. .6 6 A 72 1_, ..763,0 'B'-rJs'.8` 7 $ 2 ,,,,:„„9'3 .7 7604: "B=ai' 6�,'7'.. .'�.r.'-8' 6-2'': X-9-... 7+•X" ?:1-9 7.'-2 f7.=.S' >'-7` 8-5`. 'fAAXIMUM MULLIWSPACING"tj BE SUCH THAT MAX,ALLOWABLE SLAT SPAN FOR 7eiti`&S"i7;059IGN PRESSURE:RATING SHALL NOT BE EICcabao. f MULLIUNORIENTATION IS ASSEEN,EROM THE OUTSILTE(EXYERIOFtj OF PRODUCT: ." -END muLLMN .t z s' iNTEROR o- ! MULLION `7tµ79iNNt77afraa ���`tt.��cG rJ'�CI v'tY. - �FI.O£2�3b'i:5tt73,D;rtG.GVpE.,{NOrt,Bigh Yafa-iy Hurdcarter:Zwto3 --.,,y ...-.:.a,-� �.t V.•. '.�S C>Cr5 747[K7 1.E t.+i i l i,i s Bs:� MULLION,SPACING:"S° ro" �_. •. k F;oil�ng Strutter 5yst rr7: cat1ct13 IL ECbtete ox7c �s rnui 9csrrn@ x cN4mcca pff+Y EXPERT SHUTTER SERVICES,INC. aim.�jYti[!'SE era x.,d1e. xa °tczes. alto 7?G S.W.BElv £'SfAEE7 Y -::rias tsaa,a cay»x._,v.. t`s-07t -rt" ACRi S7.'ii fi..JaSBa, F''�jDRfO)'` �c�'4L`� �wt,�o� 3+., Ni�,c rami'.a-fba ,�Pkra7 6n•:sXc Gc,lvac N, ' QA7E' LG`h`X 47.('ttt47 ',, "' Lae r,-w. w, • se7ET 1 - j-�`+ v �}�j ycYt�I 1lfDkV�f4�+0¢��mr C'L+t(W! �:� ��g! 1{(}.��r.E�o(j(CIA)r�S.�i T�wt.#Jt i{ii�j���#�'�{Ti•� " :.� - U' q N 'I^^71 Ii i 1 1 1 ! r-1 A£II 2��p (y,�) ca NS1t 7aiw"i Fr,i=.ata FaS{#7[a aoSa ! #iu 7n bSu' x f3' is - �" n }JNNNN N}a N{N) kN= y S.'+:4 f £ 1 .t•.-t! i i t:i. t'�. �FFs+�''""1 {.ni o¢a ¢cz !a 'cp¢b ,r rn tC 47 (t t r p �4 +t} ] � i C li¢b t{\ j e { AI,,i itittit) 1� \,J�• wb . .'p ^at7a'.afalmlu¢tm}n i=.i.' n fii'gyp D a _ Qn .s. 3 _3 € ISI43 P1t �i}_ _ t sSlll } 111 ) ¢ � t> vo[{' ate' d 1� 5 ✓ ¢w�ry oo #� �ni s flti #at I} pn{ou'pQzotT t b`.3 m N t- i� O 1 t; # 1 x 1 £'l i t t#�ip`�'# a eats oo in to Lt L+a�w akr in'"aSaw .1� 'i ��, ++ '°'9E n`°�".}' �� ��{a¢tp¢�y§4 p tb)'� p• may' {�'( 1YlEt [ t4 4��rfr •`d � `�rC � 4*tNINlN {�t1�-r1 t11� ,1` l # lit Lty_++411 + 'G G: tll S: t tt# 7»" <A a a a`a w wlll m• �• w a°a Nrf-�o¢a a�a b m ry i;e.} f3. O�t•J 7 M. 3 :�� ! 1 {� � � � � i .i.. .sY� f 1 { t z f ary <�� J 4Li 1 t !7 #Illt�tsl)Tf { e 1 1 1 +" �. i�sary Nrvty:iv 6 pi�t9 I t 43 2 � m�pp nib o{t li.ltr e bSf^ i€i€i€in m11 w)m11w a mw a• }.i.'. '�G t € rytl { 6 i Aq .�a ��J���4 tlt �t tt4tt Ft � � •., ..�'.� .. tiny .,,,, w alm�atw�ii{i-fn{b U�o is t+it to"w, _. t7. ytt t£Illltl . 1 i1�tt u.�t fxf�lll �4.0 I(Y�¢((t'YG.Q I 1 9 1 Cl�P`6. _Qryy M1 'T�2 Y '`�T♦`.re't J�`..�{__ nry 7 1� �+rvn i #N•F O.#u ul z P i �Ti.: I} #}{({(I'I�{gtp((q i � � �i-� #n� \�€I `-�' � t/1(�•• i i ; '41 mf0tl mmarD v)w V V 1P :� '1't' t• t �\ !$. #?Iv(pz -11, �:'�i f'O� 1tryfINN11�£Il\t\�. e i 1 i I�i1 t t i O O vx z.w' (Y w C. 11 t 1 I i Itf{}I�Itt 111 / Iffffll{ k ") �+1 �'y�G_ y :� rkiT ••b P �Id MN.7�i>`.w W ht w�Z4��Q�•ity N ti} a I in u�zarf:...... x '` z W ap: :S 212 t.1 1 t m 2 t - :QC 'de�� j- LTO¢�¢6 1 i�� I 6 t,�0 y}(f`3✓4 it O Pt{tO�r O O'�i#{p}y,�p U ku3€ YrI 3In _ I 1 Si iL.m£i�.�a t a t w al;..m q ee ' ry t (,t;•`,.t,,,. 'a,,inlll wSca e�o wib.b w a a+i_¢..Sntm J. p ��d k -L'vt4v N� IN��).�i'° a.-�" K t ll �n�n �• � � ), tC {�. -63{ i{[t"i £•"i it 1"R`t't S 1 1 i �i.¢'fue tzf m.I a¢ r L�ratlr . osolin w m mlm edi ?•.r:l..lt_!s'✓�v '. qa f t € _f S _ t i t P tt 7 1 � uwwmmi a� ISn is 4+ammaao o�¢oa i+l¢lo rs w4'a.up'¢�. t s 7E S y>>n¢ -1Neta}a,%t#a Tn wpw)aa{ww ia4w uat Q I 111 S aZ" N ::To AQw�9Ia�6iw t0wi fl� C jil<'Y�o o z t t alt t it r t..l r 1 N U' of 'z a u LS �'!r .Y: Lt lx b f £ nniN s *t+a+. o tna trim m a I.S£•i. S ' zz i /T,', i t)S)#=tYSt4Y C� a i I s� F Nit'-b r )agirtim a�m(N h 4 w w +a. 'oI t CC 5ppio Id � wum mf 'aaa++a rc hb. 'Odrt7 - ,.N: AV N..00�wlmm 1 I^S� $ u .�`•. ` sxyo m b��{ INIo as S S $8411, 4a. .• ." "' a p '(+1 N N}I e' N h N N.�t9 • �� g ae o) rev rorf.l ata ! ••{ ] t ;. .-S.t i is ai m o a c.�r a a,as... a ,fin ti t!i 1 i t lt`I'1 1 111. #et I / t a}aol m m il"hbiu)mb b3 a 41, tl �y' +,- {. • {{ 1 }{f€ ti{ I�£`t { IH t I !:t i � t .� _� �S - � '! S" �4 W t;,o 0 otd Q)pEp #1a o o¢O�'w b pto¢ o9b•f �' u W. t ,.y E ) S b :3 YY r A')S N#a m sa cam(tE w w4ac mtm c (y wCm J C� £ '= ia.) c� � )'.a e N' co a I {.�t t !� ) i � III( �A•. f{W� w0 d. biftarmaom i•4.bl.S io a�mn wz�. p#T�c T4�r 4 tft4 } f7t i47{�•t at 71 01`� Iv Nth ArFht n�rN.�'iv.3 }N�I.'��€•1N-:} a{ •q C ,�y 9 ) �' SCHEDULE TC, SCHEDULE 2e FLOO TO CEILING'(TRAPPEO)MOUNTING WALL-MOUNTING AJAX SPAN"(R}FOR ENO AND INTERIOR'(yIULLIOiJS FOR AGIVEN MAX. VAN(F "FOR END.-AND INTERIOR MULLIONS FOR A GIVEN A S 0. A:SD,DESIGN PRESSURE RATING(0.613 &AZ'-O"MAX.MULLION DESIGN:PRESSURE RATING`(P S F.),& ANDT:O"MAX'MULLION SPACINfi2` SPACING(fl)' V MAXIMUMMULumSPANF-') MAXl=IMULUON'SPAN(M . _ mi. ' toomYO`4"k6"%1Jd"tdULL1(JN Lii.i"A8'icItd"lltJtElCltt G2 t"27`2c7'TNtCK(3:`8'flAtdGEIRtUtl!{}};9, '': 4rtfd R1ULLlC?dr'VAUN .' Gi 4"' 11A"t.4Ui1:[£}t7G2 4'�75ti.d'THfCK , 'fLR@kL.b SR1t?J3 Filf }61fItL{ ffc+++J; /.` NranaM'.T an»u?rca+ 7:€ D awaYasarai+ t (� ar>trcMsanw.42 # naTrorow t, t:DRaCNf6Tfiks 2{ )Uaf7 z armmoawi11a :$F%k OW. aS� . :B"GDo mmfop 43tROt Elio ;:.Iw7E5iHaft: 'DO '1t mmog' "R&3: iNIMORRIO .INfERiOR�:.. [7-00 nm , tz•-6' ..�'� 6: ix-s• r-fi- ..:.xA .._.:T..^p:. 12 t2.:.-C„„,.' t „6' .raj n 'Yw-c+ fa..�,fi ..».., ."ate... �z,"8'.. t2 tp. x2._®..0 .}g•-x: 42:.•b ?' . .22•-8. .1221-6-6'.....,.13'Gb }2�-6'° t8.,-fi _. t�'..G 32'^6" e�$,Q 'T';�.4 �.f2.^C .,:'t;�:..?�.� ..,�+�'.�".».-:.f2-&'. ,t2-8 .f2'�;,,... 3?-7',:..,:., f? £' 12t2'n .}.-. ..... t?'Sn ' .._ . 12..,:66'- "ii`�-6.. x'_$:tiT aA2'-B• '11.-3^.' -.f2�..g' f2*='8` .'1"�6uM..«. .� _.... , .. 1 -_ „ .:.:,...4 �1r'..Sm . j2 8' x:.42;:8' .ti i#' - i2,-6' ., . f3'm8 #?,.:$- tt`,-fi• :.:97 7'!;Q 11 6- tff-a,?*,_..,i2'-b. �.f2-u' �tY-$ 19'�t4 12:...5' /2.., 6' 62-6'"..... . . .. .v» ..1:oa1:0rr� _ f,. f=�ta ..,»�._ ,.»..»,....f2:0 ?�:_......_..»_r0 -tQ:.:._#2.nt t'.9- 3tb - t'. 7'»0 ASscn ..... „ -8'µ7 .;T .M�$ ...:.??�.._„....,.,,,,.,-,»..,.. .. .;.....,,.. _., .>.. _ ,;.S1W....,:r i.»a 8'-n' $__l .»-..0. ..-.3ti' f 1fl.'7 r _.» S••g {2._... _ Y{' t"_A 77 G 9`-n 8^tn .b?`.. '4 t,-,-,:Y4" .!i 7 S`-'9 sg:E” .7n- 9 Y ,.t9 b .1 ..« ...., _'tU « 'Ar0 .i »» »._ _x. 16 7 fY . fmn r_4- ata �Ae' _ .M o». _»...... .-b axon s�0 $•.q• 6-$».: a +a � ta' a s s � '' la-fi' 'f25A. '.g:,.p• »Ci'-5 8-7'_... 0 2„_,..,_ Tn 7..,.; 0.n.:» .. —41 T_,....... ,.:1 Y...,.¢_.. '.A4, `$-�..: g.7:,.. A ? .,.._1Q T 90,.,,4 9.-A,. 4 Y,.._. {2 d�.».7" ''t2 i3aA 9.,�A.�.._.. & »,>S'd.«»5d:. _..f^i0,fi -.;: ...,, ,» ..,?" $..,,,,..,..»..... 6' .,.....:.f4 $ 9,-3 _--&t'... ..,,, 8-,'.,t". L-8' 8 b* �' '.}56.0:: 7 0' :8':?.; E'•n" 7_.e`'.«._b0�xr.k. '�'^'>�..._...=.:t 8 9'...,.».». _b...:. 5'TNtl'-2 f$ a W.1.'SS.R :TQ'... g.-g &�E" Y.>ffi :tn A .pm,7 fltl'1400 _$ B-ES 8 9 Y '.�2........,B tc+: ..y e;:-4. ?2;.8.... »�....?'.:7..,.,„»..: �...».a2.".!" .:.Z#A. . ..,7'.�d 3�79'� @?;„,_, ;. 7 5,;i0 f •g.2,_ , w � ` , '12.-9' 13.:�q { 8` ,. ipb.n ?'-q •,"8,,.,.. $,D„„,. F`f'. S 7Pt8 tq- _ :£b�R'.'• ^MAXIMUM it ULUoutARC.IhdG:StiALL UE SUCH TtfATMAX:ALLGWABLE SLAT VAN F012,TAATA S,D;Z)t„SiGN PRESSURE RAIING' SHA LLNOT BEEXCEEDED: }rMULl:Ct7Ni)PIENTATIOt VS ASSEEN:FROM:T34GOLTtSim-(EXTEROC OFPR'JttUGT. „i. tee. r a : E �� t I tfLG'CiN i ? A"....."."" j M ttttigtffifttf tq ,.I:�C j�trti� ,FL4F3pA BUIf;C1iN5T aieE'tiQn H.'Sh-l'otpci y 8�iiriccnc ZGn;j. x $-- 5r" ¢a°1v8 rRiCsn crti EXU:rn tN., e dti1E 11 f�Iaut}Iu& MOLLION'SPAGONFa:"mow".. r^ Q?1 � L gg®® }stdas97ng 5€fu[tec s+sl�m ac}4,3Ltr: 1 g c O"INC, p.A#C �,-�^� �1a w.resttl n x awm t2�wa couna 3r EXPERT SHUTTER SERVICES-INC, .. �'"...rf� CCC esxa'�: se s% +�,ew.rs r4.aNe4 arzt .W EaTuiaFE^�7R3'B7^ s -:Y FQ'+x' tir t ceA..i+a.at n+sxs caafv# nw pr7s:err.-taw C�a,<* c>+o t..0 tpF1 w,u Ica a ut a-P� ¢��'(,'�;�� t � �3cm�cr t�,.g AAF53.' ��:.� nx+n �,tix at•c*x