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Home My WebLink AboutProduct Approval r � n .8Ct5 Nome .: Log in User,.Registrat�on 1 ;Hat:7gpics Subm�YSUrcfiar�e=��: Stats&fads P�ib3tcakians Contact Us:I Bt:t$Slt'a heap i. Links Search i Product Approval File C w OPP � USER:Pub12c�Usar - p)* V/6 pm q AMM ni Manus.➢rodriec ot,nert+caVoiy�5rcn>,Qvlicahan 9 sty+ltppliuiuen Daail- REVIEWED FOR � �= .n, FLU �FL1zz4s�Rs CODE C®iViPLlAnItE Application Type, Rev is Code Version 2p20'.. a��L+T� ®UNTY ApplicationStatus VCIEROCC Cpi irnents: Archived Product,Manufacturer ;Expert Shutter.Seivfces;.diii:;. Address/Phone/Email 16261SW Siitmore ST :Port,St. t:ucie;�FL34984 .: {772-)<871 1915•';,.Ext 106 . <callexpertpaof,'com Authorized Signature Michael;Nefsse'66 t}. �Callexpertpaoi scorn Technical;Representative:: Michael Hefssentierg i i ddress/Phone/Email+ ::1626;SW Stitm_fire 56 PortStLuae F1341 t984 _ ,(772)8Z1 1915-,"E i96- CallExpert�aoi tom '","_ Quality Assurance Representattxe sMichael,Neisseritierg. 'Address/Phone/Ennafi` I626,W B,i€mare St Port St Lucfe,,FL.34984' r(772};871 i915�'.;Ekt I06;•. Call Expertpaoi.com_; Category Shutters Subcategory': Roll up am lia�ce Methgh- P Eveluatfon Report from.a`FiariOa',R gistered Architect.-or>a.License'd FloridaC . ;Professional Elrigirieer Evaluation'Report !Hardcopy Received Florida Engineer or Architect Name who developed the-�,Waiter A Thiit f.,T E'. 'Evaluatton.Report: _ Florida License; - "Pi:4 167 guatity Assurance.Entity:._ ;Nahanai Accreditation and°Mariagernent Institute' Qualify AssurancetOtract Expiration©ate: 12/.31/2021 Validabod John W Knezevich,PE,: Validation CiieekLst=HardcepyReceiveel' Gertifcate of Independence. li246'RS CQI`COI".Mwg 20-064.pgj!':` Referenced Standard and Year�oF 5taridacd).:.' starard „ Year ASTM:E=1996 2012, 7AS 201`' 1994.. TAS 202: 1994" 'TAS 203 1994 Egtiiva fence'of Product-Standards; Certffed•S:y""':� 'Sections from the.endd PraductApproyal>.Method Method i OptionQ; Date.'Stibi nitted 08j04I2020 pate.Valideted '084194020'. . Dete:Pen dipg:FBC,ApprovaI: 08J19/2020," Date.Approved IOJ13/2t)20. :Summailr of Products. _ pL# Model,:Number or Na;* Desicri tion; _ .. iz246:1., Nautilus,Roiling Shutter'Sgsterti Extrciled'aluminum Nautilus Rolling Shutter System. Limits of Use Installation Instructions Approved for use in HVHZ9 No EL12246 RS II'EXpert'SbutLer-PED Drwci 20=064,pdf, Approved for use ouiside HVHZB,Yes Verified By:Walter A:Viit 1r.,P.E.PE 44A7 Impacf Resistant Yes Created by IndependentThiriJ'Par-W.Yes Design Pressure P166/-160 EvaGiat"ion Reports Otfier:State Missile Level"D wind'zones T,2,3 and4(basic EW- 246°RS.AE Expert Shutter PER brwq 20-0fi4.pdf protectEon only) Pressure rating +30 30 p.s f at 20`-0 span;. Created by Independent Third Party'Yes'., < {hall mounted)and-i-150,-160 pa:f at 8 t)"span(uva11 mounted}with 1/2 slip.See sheets;l5 16;and 20 for additional pressures and spins - ' +R'unta�t Us 2691'Bloir-Sione Rihiil:"fallahae'frL 72389Phone:s50-4B7-1824 The State.of Fionda son-AA/EEO.ehiO6 er ccj6q t 2607-0y, 5Sate of F166da:: priviS,y St,itament;:�pscessibliijy McUmant.,:Ra(und Statement Under:.Florida lew,=erhiaif addresses are public:t-ecords If�you do aocpvarct yours-marl address released'in response tb a pUbiIc_records request,.dd'riot send electronic °�rnaii ka fRls,""ty:'lnsteaa„cAntatt trs oNce tsy,phana o'r,[iy Naditla'ria)mad:tlFyou have any quQstlons,ptease,contact 350.461.1395..'Pursvantta Section'i55.3'75(k), FI,ride Statutes,,®fFeUJve:Octoher 1 2012;ilcensees.Itcensed unger.tbapter 45S,;F S,must'provide.the Department with an email address if they have one,The emails provided may be used:for ofridal cammunicafi[p with theillcensPe:However ertioii addresses are public record 3F,you de riot-wish io suppi1.a personal address;please prmiidn the Departinam.with on.einarl address`Hhich ca'n tie�mada aVallahie to_ttfe pubOc 70 determine if va j are'a'licensee cinder Chapter'Ass,F.S.,please dick . . 'product ApDrowl Acdepts --.- � - - Credit Cartl GER1ERAt NOTES: a.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF IFIE RECOMMENDATIOKS AND SPECIRCATIONIS,OF THE ANCHOR'S MANUFACTURER: 1,NAURLUS ROLLING SHUTMR SYSTEM SHOWN ON THIS PRODUCT EVALUATION'OOCUMENT(P.E.D.) I4AS BEEN S•ANCHORS REQUIRED FOR STORM LIARS CONNECTIONS SHALL BE AS SPECIFIED ON APPUCABLE SECTIONS SHOWN ON:SHEET 9. VERIFIED FOR COMPLIANCE.IN ACCORDANCE WITH THE 2020(7lh EDITION)OF THE FLORIDA BUILDING CODE. -3/8'Gxl 1/4`CALK-INS WWUFACTURED BY DEWALT, INC. NAUTILUS-ROWNG 9NTTER.SYSMA SHALL NOT BE INSFALLM AT HIGH VELOCITY HURRICANE ZONES(UALI-DARE /SROV"D COUNTIES). -1/4`2 KWIK SOLID-5 MANUFACTURED 1 ALL INC. INC. -3/8'm KWEH(BOLT TZ MANt1FACTUlTED BY HILTI:WC. DESIGN WIND LOADS:SHALL SE DETERMINED:AS PER:SECTION ISM OF THE ABOVE LOITIONED COO£. -5/16"p.TAPCON MA.NUFA=RED BY FPA BUILDER,INC FOR A BASIC WIND SPEED As REQUIRED 13Y TIC JURISDICTION WHFRE THESE SHUTTERS WAIL D8 INS`TAiLFl) MINddUU EDC:€DISTANCE AND SPACING FOR ABUYc NF;N110NED ANCH017S 5}41L BE AS INDICATED BELOW OR AT PROVE.MENTIONED SHEET. FOR A DIRECTIONALITY FACTOR Kd-G.SS.USING ASIDE 7-16 FOR iNSTALLAITONS UNDER 202D FSC EDGE DISTANCE AND EbE AND SP ARE BEYOND-ANY E FINISH D AM1L.- AND SHAM NOT EXCEED THE UAXIIAUM(,ASA-)DESIGN PRESSURE RATINGS NDLCATED ON SHEETS 15 THRU iB&20 THRU 26: WBEDMEW IN'ORGER To VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-15 GROUT FILLED OR SHALL BE FIRST REDUCED TO AS.O.DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN OMAR TO ANCNdR SPACING® 1003 EDGE DISTANCE® 100X CONCRETE CONCRETE BLOCK TO COMPARE THESE W/MAX. (AS.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 15 THRU 18.&20 THRU 26. 3/8'4x1 114'CALK-IN 3 3/4' 4 1/Z' 1'Ile(-,000 poi) NOT ALLOWED 2.IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.AS TESTED WERE NOT OVER STRESSED, 1/4'Ox3/4 SCUD-SET 3` 3' 7/8'(3030'ps7 NOT ALLOWED A 33%INCREASE IN ALLOWABLE STRESS FOR MNDLLOADS WAS LA E USED IN THEIR ANALYSIS. FASTENERS 3/8'0 KWtK DOLT TZ 9' 4' 2'1/2'(3000 psi) NOT ALLOWED SPACINGS,TO WOOD HAVE SEEN'DETERMINED W ACCORDANCE WITH N.O.S.20M. 5/16.0 TAPCCN XL 3 3/4' 3 1/8` 2'1/4" (2699 psi) NOT ALLOWED. NAUTILUS POLLING SHUTTER SYSTEM'S ADEQUACY FOR.NPACT AND CYCLIC RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENRONED CODE AS AMERICAN TEST LAB OF SOUTH 40:ANCHORS REQUIRES FOR UULLION'COPL4ECDONS SHALL .AS SPECIFlfD..ON APPLICABLE,SECTIONS S4ffeYN<ON SHEETS 10, � FLORIDA.REPORT 1030.01-08 AS PER ASTM E 1996,E"1886 AND E:43tT STANDARDS,QUALIFYING tOA; 11. II A, 12, 12 13& 13A. INSTALLATIONS F WIND ZONES 1, Z 3&4,MISSILE TYPE D AND ONLY APPLICABLE TO BASIC PROTECTION. _KVAK BOLT TZ EXPANSION ANCHOR MANUFACTURED BY MLTi, tttC. INSTALLATIONS. LL f7E BY SECTIONS 6:2.i.t.6.2.12 AND&S OF AS714 E 1998 SEE SHEETS i9&20 -HUS-N SCREW ANCHOR W.NuFACTuRED BY MT1. INC. FOR A00t1KhYAt LLl@TATIONS.KMiS -WEDGE-BOLT ANCHOR MANUFACTURED BY DEWALT, INC. 3.ALL AULmmm EXTRUSiCNS SHALL BE BOGS-T6'ALLOY(UNLESS OTHERWISE NOTED),SEE SHEET 2. MINIMUM EDGE DISTANCE AND SPACING FOR ABOVE MENTIONED ANCHORS SHALL BE AS INDICATED BELOW OR AT ABOVE MENTIONED SNE£T. 4.ALL SCREWS(EXCEPT END RETENTION SC )_TO BE STAINLESS STEEL 304 OR 316'!SERIES WITH 30 koi EDG E DISTANCE AND EMBEDMENIS ARE BEYOND ANY FINISH MATERIAL_ YIELD STRENGTH AND 90 W MISSILE OR CORWS04 RESISTANT COATED CARSIDN STEEL AS PER ON EMBEDMENT 6 f00'.i 50018.ALL S-D.S.ARE TEK SCREWS MANUFACTURED BY FTW,BULIL M&SHALL.COMPLY W/ FLORIDA BUILDING GROUT FILLED OR ANCHOR SPACING a I(GS EDGE.DISTANCE® 100% CONCRETE CONCRETE BLOCK CnnF.,�".[:T10N Ta11.3,3.4, ,3j4'9 KW 904.7 TZ 27 9` 4 3/4'(3G00 Ps0 NOT ALL1714M 5:BOLTS TO BE ASTU A-307,GALVAkED OR A1S1 T_44 OR 316 SERIES:STAMLESS'STEEL WITH 36 ksi MINIMUM '1/2'0 KMW BO1T'7Z 22 1/2' 7 1/2` 3'1/4'(3OCO PSI) NOT ALLOWED YIELD STRENGTH. 3/8-0 KW13C,LTT13:rz 6- 4 3118 2'(3000 PSI) NOT ALLOWED 3/8.0 IiLIR- EW 4' . 5 2'(3000 psi) HOT ALLOWED 6.NAUTILUS ROLLING SHUTER SYSTEM SEARS U,S. PATENTS 06.095,225 AND d7,409,980. 3/8"0 WEDCs'� T .... 4 1/2' 4 1/2- 2 1/2`(3000 PSI) NOT ALLOWED 7. ANCHORS TO WALL FOR SIDE RAIL SHALL BE AS FOLLOW& 1/2.0 FUST Ma OR 11L7M b15}7 - 6' 6' 3'(3000 PSI) NOT ALLOWED' - 5/8'0 L4S-H 9:0 LOR 1IM*it 7'1/2' .7 I/2' 2 1/2•(3000 PSI), NOT ALLOWED (A)TO EXISTING POURED CONCRETE MW.3000 pxJ3 COMPRESSIVE STRENGTH. 11.THE WSTALLAP,144 COX11%;iCTOR�IS TO SF1L/1141 K ALL.PRODUCT COMPONEANT.EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH THE BUIL9R4G -5/16'e.TAPCON XL ANCHORS AS MM(UFACAMED BY fIW SUELDEX,INC- TO PREVENT WIRD/FUNN MTRUSM:CAULK,AND SEAL,PRODUCT TRACKS ALL AROUND FULL LENGTH. -SJ8"A MMK,BOLT 3 NtCHOH.a AS umurACTUItED BY Nfl3L.INC. T2a 1T SHALt,E E,171E KEWG?45RRL1fY 4h':fHE ovrHr.A+[tar 10 VEWY THE SQU4DNES5 OF�1HL'STRUCTURE WHE3,£.PRODUCT Is SO BE ATTACHED TO: `A.!)'MINIMELM EUi#OMENT INTO POURED CONCRETE,SHALL {NwURE PR4PE(2 ANCHORAGE:TFItS PRODUCT SJA.L;ONLV B -Ai is I17";�OriCRETc--: J1'iCR :.HL�ICW PR:WOOD,MIRE BUILDINGS. 2..1/4'�FOR 5/16's TAPCDN Xi.ANCHORS&2 1/2"FOR 3/6'0 KWIK BOLT 3 ANCHORS- �7J.,ik,IS PROWCTS IwAi ATION SFIALL.CDaPLY WfT1t,ALL SPECS';IND+.ATCD Uj ms ORAWRIG{T?LLkS A11Y B;gUAN6 AVD iOiJ.'�fG B£GULArgNS PROVIDED. NO EM9EUMENT INTO STUCCO SHALL Be CONSIDERED AS PART OF THE.REQUIRED EMSEDMENT. . - .. B1F THE JURIS0IG'TON Wf1TRE PERMIT 1.S APPLIED TO .. ., .. .- A,i) MINIMUM EDGE DMANCE(C.D.),INTO POURED CONCRETE SHALL BE- ... 4'FOR 5/16.0 TAPCON XL ANHORS&5'FOR 3/8'm KWIK BOLT 3 ANCHORS.EDGE'DISTANCE:IS BEYOND, 14 L(rMG MECH4N15M NOT TART OF Tlti5 NTPRGyAL:. ASi1'iTMS FI,ATERIAI. PREPARED`BY Tti6 EE'N'R1EEP CS GENERIC AN€3.,DLYkS 1 T.:TiROVIOE-tKFD,Rhili*N P(SR A STT :SPECTFIL nRO,MI'l.a.'WHERE THE STE CASE-THAT PRECAST STONE PRcL ASf CONCRETE OR BRCK PANELS,VENEER flR'PAVERS BE FOUNQ'ON DIT1ONS OEVIATE F120M 1NE PED W" THE.EXISTING WALL OR FLOOR.ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE SEFIR1!} - SUCF±PANELS: - f(�)fiON1€LtC?OR TO [tFSPONSIBLE',F�t iH£�SEtECTfQH,FURCEIASE AND INSTALI]4 FON sE(1113ONG�,f1FE SAFETY;OF INS PRODUCT, BASED-ON THIS E TO.QCfSTiNFG GROUT FlLLD CELL COkfsiETE BLOCK WALE.:ASf14 C-9E1 P•GD.,.P1?O4•fl'!£D HEfSNE DOES NOT DESAq`TEFROM THE..GO�KITfiONS Oc'TAt1.E11 Ukk TNiS�DOT:FJ,ME'M( CL1Nu1RtiC1't7N aA]TTt.;AT SITE is THE {) OOtiTRACTOR'S-ttESPON"�NBf..ffY, - .. _ ... 3/ifl"r;TAPCON%L ANCHORS.AS MANUFACTURED BY fiW BUILDER.ING .'c)IMS-Iic .WILL BE CONSIOER ,jfkbl. fT:ALTERED BY.ATiY.MFNL: B.1},iNfT SH E1Ll8EDME1 Or S/16'0 TAPCOti XL ANCHORS WTO 1FNE.C#20UT FILLED-CELL CtlNCP.E7E BLACK '(Q),SRE SPECIFIC PROJEO)S SHAD:BE PREPARED gY A FZO DA RE*MRED'ENGINE�ER OB ARCHt-#TECI WHICH`WILI BECOMBL-THE ENGINEER:OF UNIT SHALL,B£2 1/4'. RECORD,E.O.K. FOR"THE pTRilEC1--'AHD WHO WILL BE.:RESPLNS518LE FDA.THE PROPER USE:OF'THE P.E.O:=ENGfh'EER OF RECORD,ACTING AS' tt0 EMBEDMENT INTO SI'UtxO:511AL[.8EC0N5!D£REO.AS PARE OF THE REQUIRED E.UBEDMiNT. _ ) A DDXM -ENG2dF-EFi'TD#HE P:E,U.:ENfAttEER.SfiAt::.�SfiBUTf T'0:1 ii5 113TER 7FiE . SF„mt.ilWINGS FV(y`•RE�tlr>!.1: T3.7,1 MINIMUM EDGE DISTANCE.(E.D.)OF 5/16'i1 FAPCoN XL MNGNCHRS INTO'GRDt1T F?L1E1}CELL COt7cRETE {e)THIS P.M:SHALL SEAR THE,DATE AND DRtq€(AL, F.liL AfNG S1GNA'TIi,RE OF'THE-1'ROfESSIONAL E'tQGIN-M itF' - BLOCK SHALL'BE 4":EWE DISTANCE IS BEYOND ANY FINISH MAMWIL - f_ , .. RECO2D THAT.hREPARED IT.' .. _ . 8:3}"H51 CASE THAT PRECAST-STONE,PRECAST CONCRETE OR BRICK PANELS,VENEER OR PAVERS BE FOUND ON'... :. THE E,EJOSFING WALL OR FLOOR,ANCHORS SNAL.L BE LONG ENOUGH TO REACH.THE MAIN STRMURE BEHIND. 46.�PROIJUCT MANUFACTORER`S.IABEL SHALL�BE LbGti1ED 6W A RFADIL.Y,SPSiM_JZ, DDUG LOCA-Milo AT.PRT"14 ACCCkc0,WCC 441TH 3:5ECt10N.1709.9. OF SUCH PANELS. ri.GrM SU2M 6 CODIwOW LA&EC:SHALL.M.PLACED FOR EE+E'R'f OFE.MNG. t.ASELING V COMPLY"SEOT 1W 17C9.G.2.CF tF1E FLORIDA BUILDING COO (C)TD E1CiSTWG Vr000 CRANE BUILDING:SPRUCE PINE-FIR-SOUTH (0-0.36),DQUGI F)R-SOUDi(0-0.46)OIY_ -(IiHHHN-Tlr ( A47ANd FE78m PN THE MAN SOUTHERN PINE$2,W/O m D.55 LAN. ,�,.k�.� A F1:ORIDA 6UILDWC.CODE.(Non iWh voiccity Hurricono Zont '...-9/i6'Ff,TAPCCN XL A`ZCHORS,AS MANUFACTURED BY AIRY euLDEX, INC. �'3' Y'"..� :...,. .�' �i. O 7t7CC0 xic ..: _ aut' sxawx Of. C:i) UWNMUM EMBEDW 511T OF TAPCON XL ANCHORS,INTO THE W006 FRAME UNIT SHALL BE 2 1/4'PHYSICAL ( Nic .THREADED PENETRATNON, p i ... .Rol!L�`ShatFsr'S}at!aml ! e zom NO EMi3EDNENT INTO FINISH MATERIAL.SHALL BE CONSIDERED AS PART OF THE REQUIRED SISEOMENT. _� f � �Q 4 r� '�`,��. � , 08Y-E C,4)91 IMUM EDGE DISTANCE E.O.)OF TAPCON ANCHORS,TWO WOOD SHALL BE 2 1/4'.EDGE DISTANCE ES TIT . ::,,„-�,. �:...::........ TNLlT T ING&Yt1GUleexenG v XPERT'SFiUTTER. SERVICES,INC. (( .d 45A 91 9 as G,nixwq 1 " 668'S W,WfIMMK QAFVC: 8E1'GWD ANY FTi15}1 MAIERNL ,'I`sibxtsrl iw Lso1F7�'v 20-084 ST TF(�F z eaL rsw cw m POAI St.LUCF,FL 34904 0x w xe xa C.3}iN CASE THAT PRECAST STONE,PRECAST CONCRETE OR BRICK PANELS VENEER OR PAVERS BE FOUND ON �'�'iC -! RI�"l Tir� yp- A �Ii A �o„I to �a7 sa T}NE 9CSTlNG WALL OR FLOOR,ANCHORS SHAH.BE LONG ENOUGH TO f'#ACH THE MAIN STRUCTURE BEHIND F G .SUCH PAINE'L8. t�,$`/ -••••..�j\. .p'SEG(U�ritRE/DATE .aCInUA U.0.T.7 .....a. ,m�,-a. '810I or xe Ax NYlN1fH1H1ri :- -. #10 rat -#9 nxi _ � e•r .�-°"r t,tnw) r y?' ! j IlStftR1lt1515T.fStIL IilfliSLtiLSiIIHU t au. p 6 "— ! •$ 3 S W i ( (t :: DETAu A g_f•6fJq'_ t-:pltsC [`4 osa' .' k1atII' .'f d`aY� �i.�`MW !rtx�A' :a2.Yd €KA=B t �:f.sss' .. _ ..... OF770N�*2t;4.spri "7 T j DrTveF crratun rtSivEx 1;,. i # t i. F (Krt 'La�Lt7Ya&r9'EiA ASxvacfr:rli:.Ci \ ra3 ww 6 oaten la ,; •.r3s'c. ",t ,.I .r,;. _ :. zJ. c,i.. - F+1 iBLt YLf(tfiY.+F6TtlEuitn. S1ATS pt ?.no 1 umjd'pya.7 STAR ER sa w €oeirnaumxuuataY' k aas a aLs >.+• r�risro+s�)- � 9 BriSE�t.AT • rxut.vr-r' S'--' ra�� DET ii:'t3" aa.ev { ,... r"' .aem' .au• tsx:.:r! "•7... .�....._. .. .. , — _ A•`E•S'AL Bd}SH?NCi:a.+ p„ - :tn $ +.Ns•"i I t ...,..t „ qu,f,rsrvnKw, °sal .. ptge— ,Zt.sx.• rtAt --� mne£"rIESSATi fLCRt3519. '' trs• 4:ue _,�..)� _ _ �..�; CUBE. una. z::vaaa .. _ - 6Mr6aLfJAHkU66a11a9' - ficr8.1>�1T7BJ 0.rFA4'Y:dStrh! i LZETAtNticSrsST rL ECRELN.♦BUSHING �UILD-OUTTUBE \J `Bli1L0OLfTTUBE i raL- 64WMALUKdOJhr ALLOY' ttaT.;nAUAarAtuu lY. _ f06!•TiALt5"#J Auvi` - StSUE'M'w:I, t. t�l75i ,rLT�tJ'BT`'S7iUYYcti .. . lWli1C1LKE(R[a Ttr ALLM MAi kiMo t ;-..,,�.,.CA-..v.:.. .:.a.,..�•..�............._.w._......eow ... 6.650'C<tF wim brf*E)Di 5Ct"t_n.ntFfi aaVtil"CrAtl AT?ZN mupkwwtd -Our Ytt9, .:... - • can wRScrauuaGctlBE _ : i 1TWISU TtkSCREt'V 8• SS ob A , 5159 iTVAUILDEX TA�N)tI:.AtXH 9 p .—_:__. .dMp-.,�..........._� .., ; i::^ _�:rq• _.....: �, STORMBfi12" � . .._... ts)i°IftOHtLTt tt;C.?EYJIKEf7f.:.3AP.�FIC7R �e�s-Ts uLs�erast.aiav; O TRAPPED ANGLE _'44 MULLION GI 4x8 MULLION ' 4x7 MULLIONt' rxa&c ?;in s'xr v BR61MM1IJININCNAALXOY TG HARflNUtA ALLOY BOBt.T6 A1AMUJALIDY 636r^Tt MLbVtaUA/Rtitd'f.. .SCACGt6C-• . =AM,Mr t, &.Al£i:Rr.•f' d(-.CLE;sffrY" (iCd1E.38° 4'w (TCrt Yh Vi ne aSStLLULP1l1r H • YY4-iL'�(ffll ''d��BItILDi'tG � iottly Qtirrs;o Zone) C2G�tA.t'tYs UC N ¢yffl � 4Rai!i 6Y- pL Tit.. "�. -. Ralfut9Sdr¢KarSyslcrss:' asiBj2uar @ ntr N13 441'Fj _ mar 1-5 s saaarcx c W.;l.,..i .EXPERT SHUTTER SEWCES-INC. 'COMPONENTS �� an sw Wfdw? f.Fflvt T�'. _ ( ''� ttcr i°a.�.°'°" a`s'iz+!'",.r" 2.0—O6b '� * fJ .'�'"�'+` ram. I tncoD,x. near lu,„ttrx,.rL..74984 CA-4£A6T J tY6: ) lrrA 6>i C196. ORA1YItF6 tb 9 STATE(�F ,. r ft9 r8 a,.fAi4 . .. .... �G % .,,� �, f: _ALf<_IGb4zT .ATc 9:f1.ceGA:4,r+•iP un.�... SIfFLf 1. Cr 7e e hrr�'+ir +Fl+iltl4r �oR,. r 14 _ 12 .. SfWJ _ `aA(* OP).=THICK ,2 HOLfSi &T 3, HQLSING(FROFdT&BO OM).04{}TFifCK .. 4 'SPRIW BRACKET . 5 SPRItGASSEABLY .e r` 6 SjbE RAIL(CCOR SEC©ON) AWMINW STA RTM SLAT - .1q ALlA1AiNL11UI:SLATS 1 10 11 ALUMIi�tUN18ASt,SLAT 12 "itJBi tLllR MbTOR: '.' •'. kftXJ,4li4(BACK TC7R)�,F ASTENERS 1'. s _ •• 16 SlDERAIL"(AAAIN GTEON)-FASTENERS' '17 HQIlSING.(FRON7;�BO1TOGrT);FASTEIVEF�$�� 16 ENORETENfiONASSEMBLY:",. 19 ' .OCTAGOhdAL AXIF fAS7Fh4ERS CROWPy CONNECTOR SLED ,20 �CK;TAGONAL 22 GEAR-PLASTIC OR ZAMAC CASING > 2s iVERSAiERSAi {lUfi14 DRIVE S,111F t . I NG 24 (�GTAGOP�,1bi�ER Ei�i ' -25 bLER Bf-1GKEf%MTH F�EAPtI ', BOX, ENI3`GAi R�SSEMBLY`COMP"ONENTS.. r im.liL=o wC� 'TDft Blgh Vel' wn 6Y. ,,�; jpf11A•� �E (r+� yg�c octry Burti GEN Y.P. .FLORIDA t3uil..Wirc coa S� f �.-..�,,.. ya p/q� ._. .:.,,RaAEng,SkntfmlSps�a at/a/ p� (j -• d W t c V p.y. �• �g ,1�y - DATE IVQr M i •,••,••• .ifWi.�YESIiN b CAIQINEERW4 CQ{IPAJ/Y, EXPEltl J�V i 1 SERA IZIM INC... y 2K rare d ° r�m�x ia,°f9 aanstt-Wormuawon, 20-064 \=~` aMY «� ns r �St cRAWM rro$T�7 � 9 east.rm h>'er Dts , IWWA ix 9�slt<.7 oAn-".. sneer a m=o ... .. .��`lh+Iljr Ilir�j Vtfirttt"` i BOX_ Y/6'.k Y/7 BOX �®V/9 r�ye rna V/9 K��®AEPR 1®Y/6, di Y/z .. .. \\`. END: CAP END CAP i r i ^-END CAP `.<. END' CAP^ f \ �.-W r StATs' SLATS- Sta_�.... TS --�... _ sin 4. LAYS aa-s v/ 0 -. . 0/B mo: SWT5 g O/8 _ / -- O/8 y` Q7. < 0 8 " _ SLATS �nrs `gyp, - �D� T ENS END,' 'BATS _. sun f , { T_ f if /tD Y. t 7 I sun. ✓4/r/ r ///{ !f✓� /:✓/ /r. /✓r / r 7r ueiiSPIACISkErrW ✓sf//✓ '!✓ ✓✓�tr=r✓r r / f ✓ /, i �i fB.dt ggoil q Y. .. , ,... Ofm Fps ON AH G � � ;. � � # a>a>r _ r,. � - tst�s sr+EEr Ts)•- Nt1TE SEt?9�iEES.'2 9c 3R CtSMPOFtEhT8=NCMENGfATt1FiE w `-CAL25IN t,TrS Y 3 FOR."-OOMPONENTS NOMEtJ{�ti'R1.i = PHOCECt sf,4f' 1R N.Ts. '-" CASE t: �luTTeR_WneyT Et.�.+i..�'aa cF55 aruN a t-q°.a¢�.mast a To;twsTuuTTbs�s w,ta . STaRM BARS;w,t S crow EeW.T OR;W/'.STGi+M.DA" #LIj.W.Fl3 7tj ltgi�iTS tip . '• {a) ��N ss7ui.S;ARY W/yi.�:dTD AT rAP�iLYk6+�o:8Y z ,j5 - . .. H6 NAY DQY4N E`ijgi SLAT{'.•St•Ali G44rs+ST Oi'M1R'rlYE�}SLITS"aF TlE4j 4ietT' :. ... - . 'n1t4iBEIE�Rf EYSktT+i35£ATS'L�fAMRY4ARp EEWi9(iT SCnT-SNACL EL -. .. .. .. CtSgT!FJltt'4"tlt+79(,..T,GTfv-'5h`1777ET$t1E4HTlS:CGMPtET£D<<QVt7IgY 1N�7'Ai:tD gEC,airE'HOSFg54 S�}C 8�T�4Y'l�R�T4rtN:,:Wi7TTEeS nEtBh'{:' :.•.. -' -... ' {D}eonou sut�}gusT TT�A�wfiv�twsr�.tiD, ` _ '� �2r:sitirrcR t+tx+n t+tRt;ER' r4Dt ;�--o'APPt1GY3CL'Tt3,rysrfwi�DMs w/n';srDRsi�. (a7 C3iT(tAN SNAIi- waF uuxxv. .w9 .` , ,. t CwNBas M w/OR /1`106t4 LARCM TW Gtca :.. .... " ( 4eicity 8rtribane zone ) START wAsasATP.: awvm er:o TarEco INC. Tr; WAY oa`:EAC4 SLAT: t' SLATS:tF TkaT SLAT ' t{urrB,tB FROCEWRE 9OR AMINO aAM Mii'Toft.:.etQw-Q4 s:Ar 51i�L1..Rf .. ... � ..... retmtUEi),INTt:@ttl swT- tr.$k`raL�o; r.eTn SLedY�r oe�iwzo Ts sws-MIST EiE UsED Ta.CaMiA.LTE,T4tE� 0TAi,SfTi,TsFiT,'NE,(tItTA...,,-... IVQ:?�$;F.�j — 7. r, EER �no couvY EXPERt,':SHUTtER:StICES' fNC o�n Sw U3CIL M STATE 0 20-06� s y f4r el0 Rta� ru ..,. ..: ........ i•.C<` ,� '•. �� t1ti.ISI?.T.ATURE/DATE: sxEEr a ....... ... ................... C? a.�,s : . � or 24 U...MULLION svrc>wc - 10 OR W-2/11 OR ham. .. ...... �W 1/ rear 0 Oro (sEEs�t[nutE -� Or @ Or'�` .s (( w=3/12 OR W 4/13 ON SFIEEIS 24 25 B SH): b W t/ 0 OR W 2/11�R Mm STm W SPAONG t 1 Ut.ern+SPACINc K REAR- (SEE [ or 1�7l�e 3 12 OR W-41 3 60{ (�E ScNEOtnE ON.A+[ET 2z) w , (sEE sTaEwmILE ; ; Vj9 �(TM'). l�.r/� / f/.�''.f �� ) /a•�.<�aa; i ` x i i I �[i,1 aR.,..' `i i i ii fi r BO EN13 CAP :;; _ i, EN �� _. 41 ? I t d1. SLATS I - I I 1 I SLATS r1. ----- dx r Ij k SLATS SLATS, � f _ i SLATS I mps i 1 SLATS iI 1 .. ..�_...._.... L! ....._.�.. .._...__ j I. 1-14 SLATS 0. axa N SLATS. 01 a SLATSo n :t ..•... ....'. 1 f I 1 =•dg Z rn ."` _ t i - ... �.f( SLATS: .. �x Q/g r' Q g 7 N t SLATS �.izn O = I I SLATS mo ��.' zo d �.� 1 �'s r r R 8::,I i R &--—--"'suTs Q (77 ? R/8 iii .R 8.••••••-- :sots: ` ...� i f 'Of R D. .•--. SLATS (TYP _a. END) Rr/g I ` L (TYP..Ea. END). R/g glg - i `suTs E ( Ri® R/g SLATS f ".- I arr: I L or, I L or r R'/8 1,D " ... : iDS t „-•-.,-s'�-----•,• ,.�..SLATS ._..:._::. .. .xlI _L.._. sr 1'�+0> .,�%�✓�f".� i` f� as �u,c rr�: f,�r ,r`'�'"/f� f� ..W � ,. ��.,*9� �.. a ,�yf�s,,'•F y /f 1, ra .� �s r:, L® W=1/tBoRt�-ljtlryR� t-�{�' raafcrstax�Otlt�sP.v�c,-s.:. ==..-+:. `YY-1/10�ORVY 2�11cNi€ P B ( .. �.. Mox SLAT SPAN _ Maa 5 AT SPAN ;. Maz -SLOT SPAN AScx SLAT�iPkN� MDx SLAT SCAN ( I Mri StfinAy: (SEE SCHEDULES QN". .t (SEE SGHEWlE4 �; '(SEE SCHEDULES N (SE}._•SGitkOVLET�•iJN �(SEE SCHmt)LE'c#4 (SjEG�SG#+Eq:lLFi"ON SHEET aS) SHEES,S TS+&'Y8).,..` SHEET 15) SfiE=f TSJ'' . SHEETS TS& TBt-: -3}iEE9'i5)` TYPICAL CONSECUTIVE SING UNIt ELEVl1TION'TYPICAL:CONSECUTIVE SI fJNlf ELEVATION *, k* '' Wj. MULLION .k WZES_T(3RM BARS Y/ MULLION do way 5TOI�M''RAMS NOTE: SEE SHEETS 2 & 3 FUR'jgq.PONENTS'NOMENCLATURE:. NOTE ,SSE SffE.ETS 2 & 3 FOR COMPi7P1ENT5 NotA-NPLATU�E� NC.ai Pitoapum FOR 5t�T IM5?A(!AWN 01VEN_'A SHiI?1ER mafiT: " * �,: SHUTTER HELGHT'.EOILAL OR LESS T}1l:N it'-O° AP�JGABLE?0;=(NSTALIATIONS W/O,StORN BARS;WJ STORM.BARS OR Wf STORR BARS k IAVsLEDF6$Yf%NE1!3{TS VP TO 11'-01, - .. .(u)CURTAIN SHALL START W/dl SLATS AT TOP; FOLLQWEff BY g2: Y" THEREAFTER ALL.THE WAY DOA.EACH SLAT d"SHALL CONSIST OF FWE.(5)'SL+L'(S CE•' 11A .$V1`NUMBER..PROCEDURE FOR . ,ADDING SLATS DOWNWARD BELOW di-Sill'SHALL BE CONi77iINUE`(,HTI4.TOTAL SH FR HEIGHT.IS - 'COMPLETED:'QUANTN`r;OF FINAL SLAT NUMBER-INSTALLED i iTGROM.SUT tMY'VARY Wall. - ._.. .. �SHUTTEWS HEIGHT, :..• L4�1f iii D CaOE>H yh:Vefoc?ty H cone Zon (b) BOTTOM SUTQB MUST BE ALWAYS INSTALLED. �`!¢��L.�l y �/ -.. - - FLOK(D&BUIL(SLN ( an tc urn e) ....,G 02aT07tLTD]D YtC... 'A�ety} .. DRAWN IN: CASE 2'SHUTTER HEIGHT LARGER THAN 11'-O"APPLICR6L£7rl'IH'lALL1TlON wfO.STORM BAR M�D� ,`G' �,� + �., '.. uj y{ � _ M•a. MULLIONS W/HEFGHTS LARGER'THAN 1 T'�-0". 1•' _ �r koUcllg56vferrSpston oe/a/zq P (a) cuRTnxi.sHAL.t slARr w/Of SLATS A,-roP: Fou.cWEo RAT Z d THEREAFTER ALL 7H@wAY:'�:. L7 16 '. • �+.�c INC. �.. -- DAh DOWN.EACH,SLAT d SHALL CONSW OF FIVE(5)'SLATS 47''W, SLAT';NUMBER,'PROCEDURE��fT1I��,,;° ?'' ,,, T'Lur,.iCSnKQ e.DNmrMeRWO coMrANY : ff RIT"�I'�T! ER I�' �`�Nf;;.. - ADDiNG.5LA75 DOWNWARD BELOW dT.SLA.T SNAU.DE FL7NiLNUE.'.11P°TJL. 1 O SLAT}S if:STN1ED,�Ag'LL7+' Cf P ?Nti�.'�^m '"` +e"�•n:�otaa :,SDB i,q:'WH.41ta&E Div[ , d Q'✓'.t'`rt �<.? Hrsayua1Y,l tlo.r •[mgpn-isJt yc r'' m. $10 SLAT(5 INSTALLED,ADDITIONAL#10 SLAM MUST B'.4}SEE}'iQ CoMPLETe THE TOTAL SHU�ER3 .f`iTA E OF �•�' r'" - G-enosaTi9.00"� Fri�—�(�. t- ... onQAwWo M x HEIGHT. -Q. .. memo- en.sc FL3R1aQ `+t y. rue cn A:nLur W.r.E �i,'C \ CIE:SEAL SSGNA7URE DATc rc�tx../ W.P. .atria.• asr a SNkkT s rx m i a... amarox:. (b) BOTTOM'SLAT©MUST BE ALWAYS INSTALLED.. .. '. - I 5/160TAPCONS XL W/.-. POURED.- 5/16'O:TAPCONS%L W/2 r/4'Min. i xi x/8'OR;2 x2 r/s ' 2 1/4 Min.EMBEGMENT I COKCRETEyI EMBEDYF4T 'O:O.�OSO'GALV. ALUWI Ql TUBE f4 DD,x0rrY.G60Ufl GALVANIZED STEfSCREWI RED D STEEL WASHER 0 24' e. & i ro.D:x0.060'CALV. i�t ,lti. 5/16'0 7APCONs 7cL W L'.. _ WA511ER O'24'o e_. :STEEL WASHER®24'o.c r+ . - f a') / FF', !j/f; f ./-1 Z i/4'Mirr. ENBEDNEN" y'6,. — Cl 24'a i.- 1 POURED ?PgREO COHCREfE. i. :OR GROUT FIIJETY..--^" OR GROUT FILLED .� y CR CONETE BLDCIC; [(( CONCRETE BLOCK_,,. 33y: i .WALL.ReDUIRED; WALL REQUIRED. '. 8: ors. '�.. " 8 f7 d � r r i - OPENING �.r r,3., ;j.M d'. .P,.: �__......{ OPENING EXisTINtm� EXISTING EXISTING. i t (BEYOND) (BEYONDLOSSf (BEYOND) r {.S SEE ANCHOR x10 ANCHOR ,s _ t r` •, i�+ SCHEDULES ON ,„,,,a•.-..- t: �S C g Z . SCHEDULES16 ON =r� SEE'u+crw4 r F SHEETS ifi.'i7 �` w. 'g �,�' SHEETS 16,t7 �. SCHEDULES OFI a 18: "HEFTS;18 17 Min. SEPARATION - :. Min, SEPARATION "" "2 Min. SEPARATION TO GLASS it X �W TO GLASS "' ;::.: TO GLASS (SEE sCHEDULES E7t1EfQOR w e� E%TERIOR W o'sutmbLEs - .SEE SCHEDULES Oti SHEEP 15) t.� ... ON SHEET 15) ,g��-" � ;. � - � u-9EET 15) ` A . � p � % 4< 1. ojs ?3 'POURED CONCRCTC :" i p'" {3�pfp1C6tKR'E"L ✓ �-a - :.OR CROUI'.fiILED "� �' f; POURED CONCRET 3:CONCR O _. ETE OLUC WALL REQttYRETF �,. 1,. - i' .CONCRETE B1:OCK� .:" _ E WAtL RE6S;R1'D WALL REQUIRED., € g kt EDGE OK r' . 7f7f ` >T7 E:.ik a'g 3 i rj2yTrt/2 xO.O$T°riCON': NIA ALUM, 1',r i �J`'�ay>`.r '' fa✓ , .r r f ,r' AtdCtE w%:.s/1 S d rAPPcirNs X`W( -= 'k i3•:. ALUldANCEk z 114 bin,EM EDME_NT:®24 0.c, ", �?OURED CC7tCRESE; �' 6lsf:`F TAFtC#5 xl Yt/ 2 1/4 N§ss.gA16 - (Ca 7 kw 141)RECYD: 11 i/4 Nr r7at8EDMEhY 'k' r� :.. Roo CEiL€ 't"RAPPED MOUNTING, WAL L MOUNTTNfs - 0U(LD O�)T ftdUfl4TiNGy 1NUR cone Zo11e ECTI�NS . L 1 ..i70R!{3A 8111C1'}NG CODE"'( fth Va{ooity Hurricane ) SY. INSTALLATIQN _.DETAIL_ QN EXISTING . PQU ciizii Us r _ saII(ugsLaltYers ce/dyzaso CQNCRET� QR `GRaUT FILLED _.CELL CQNC ET �a � / tL I�.Cti�>» : oATE . B L4C"f: B U I ED f I�1 G S =z-.-.,.,.., r__... ttr, ut� x tcsINC.,go 20-064 m, ;S 7/1s, 1' C•; STATE OF � .rt :cs.c�n�c�n Luca,rt:usa EXPE . n te�{.xw-wsb„Fx>` m-osaa' 6RAwnw Ha- . .. .. ..- Q• VRt'� ` -µ,y7 KdQ2ltttil�Q x - ,m ww cr.+. - SKFEY 6�aF 26 ..._.. __,.__ .. __; ....... ��i FLC ..:...•.' `��.E.SEA./S1CHA1i.Re/DATE: F' .: wv merr rgj�tLtittt€{1S�it� - ocrrmc xoaD ---e - E�O6ntr&COp 9/ta:0 TAPCONS xi w/ �/t6Y.TAPCONS 7J,.W/ TRUSSES OR RMFRP.. .. THlJS'flE�OR PA£RRI' a 1J2'e&n.PE}ETRAT CH x 1/r trm.P erranw+ t'/%1/D•OR TEX a Yf4M W BUI DEX 1 111Ja Oi ^1 4 0wt/4-ITW BU IBFX i y �:,1cx scacws w/ 41 x SCREWS w/ EXiSONO wOOO ( dt 1'0A..0060-CAtV, E)USTNC WOW t Ib.0.t0080 CAW. - /6--'•--t S i YA782m "2%.•Atn.. 1 1, "t. OD..0A60•CALVANIL-T+: iRUSEFS'OR g STEEL.WASHER O 7a'an. r TRUSSES OR f7AF"t72 1 S1E>1�'� O Ta•as ... ALU10!lUM.'TUDE - '°AA U4"NW'iVBE� r #.SteEL WASHER O 24'nc RIREH. ,- 8..`VML Vr.ER O 24'6- T.. __••r_,: .. .��_.--y ._..... ;.:i- ,:r^. .;✓' / .✓.0 ...,.-" ..fir s/te'o TicOvs kE ;,ram ,,- —�^-E_ 1 n E/1csTwcDr /'` t. - .} ! ✓ �,,,:r';:. wf, /2.f7 +'? .� +°' ; w/T:t/2'H rR. ; 41, ✓ /. a, ,;,.-.: ,,r _ p .. .,,• 2 PEHCtR+*7POH / PENEfRAM1H _... may. ... _ i '' ¢ X,,, -:�.. Ir - f�-• (z)2'0"OR i g 2.06`COHt ,._. �,.... j_ ( {a1 2-`.A oR "• i,' !--(2}211i'an i, . �Fi1DER �` ... REWARF Y H ..^. 3 ZA i I ( WOOD HEADER S ,. i REatr a1 F c r { REawREn i{{i3$ - \ o, EDGE of { ( EDGE cE EOOE r i n" OPETiL•iO I •fM"= ji QP ING F wwc �; }y..h ! �; yJ CIA55 Ex�R;g 'i' I' 'FXI {, f Ste• �- �»rm t t` o ( cuss 1 + Exi$7CN > f �.: i ` ( (BE�T"itD} '..i ,1 I '�. (BE'YPtlf) 1� f. , (i a``*DR t sevAiroro (2)214 € E " TV 1OIAS5', F .0 aa'--GR!• i 1 ( S�YF el;: 2 a6' cr.worn 1, i - 1' icn st)n t xi6xtrmr w°°g,' c ¢aef awu�a SR)D b t0 a 1 i mI 9c ( ' - s 5t nr':A.C, li { $ t O 1 s ac.w x, 1 t x s MAX �airos �L I sou Mi MAX.REDtro eu Ss�r xp ;S PEOUiREO. -y}E'pNCNORS �"° v S S61f,CT';rD{ (SEE SHEET 3 (SEE.SF✓EET 3 kT� w'�" 5CNr�lFtE # ] ..7'�' q j '� StP1iCi1?ON _ SHLT 2i o � t �' � ti�` 1 l-, � (3)Yas•ox t:"i;� �Er ANRiDRS � f 0i � ��$ ' ,. ga y, CONT.-waao ti ` {Nf 511LC 21 , 4:� I aHON r zT- .OPFJVNC a; I d RW eaa eocE:D� � oe.:wnz. � LJ: — REWm+Eo: t I �Q... a.-n mx„i 14 proRs (SEE SHEET }., ON'SEE 21 ACONT ALU%L ANG1E 20} F =. � " tx ...:x a i TMCONS.M {{KE 1 !� Zw/2 t/Y,wn. 0/8 ,I.i ti Oj'@' �{ 4 / `y.' e •' PEh£TiNTKAAI. \ i:.1 "E Itt t p.., 4 1 .:` i ��'w:t• O:a'as ti,( i '�. v.' 4 S FRCL r'ltsin O'Is'�8F-,�. a! 4 • r I i s Q/8 2-.4-OR ViG-- _ >, ikRl:tY441 25�{ OR 2 Aa F - YdT't7N 7¢6' s 1 t` .E%T5T01G•w00D i m+T.,waoD :.� z i ._..•pasRf�.Ro6o � t .. c 'CEnwc: )C�rG'pilOh a",v° + DECK O 1_ ccviT. amt.',xoaD s eOl`MV PLATE. •E1€SiMa:ta'td 't, �TTOIA'iRAfE DEfXrON DOPTOY'f'I,ATC Z' , eor+cRE E'r.Aa REQUMRMURcts rzs R¢cuecn CLWCFL aExueeu:' r Heaste' iu I t :REaemeR us tscLsic1?n� REa� +sE> se�ti rs�3 ` �H�(see§KET 20} REcumtM. I-(EE mar:Ta) ` ; EYE � � 4 E ADPL08E$' VVACL MOUNTING;, WALL Mf3UNttNG . MILD�OVT MOUNTING': 6!lELp Ut5i M0UMTtNf3 SECTION (tdSTA'LLATtC}f AOETAILSr t :;EXISTCNG b(}br" �UIL�Ii � � _ .fL0A16A&U1lC)NCi C(1DE•(Non�g6>Veioeity'Burr' :� C1020 Ty1EL0 NC 2RANVp1 D5 A 4 .'EX4'ERT EIxiwv?5 DiVE FS'INC. ` DAB - * 20 Osd STATE C1G �Lt u a u emn Tu-msa,TAX...tm)&-1-AHEM= nnAwa D No .. EEr T SEALISIGHATURE/MTE '. NltflnNH�: ... , _.:' :POURED-i CONCR ,.. f�,.J .�E J_:�. .:. .00NC7 MP"FLOCK _...:. ;.:t ,, CPETG O.# k k R'M.RED€O 'ry PWPFD. - ^.M . ... 'f' {�`'E'' . ... 0,1,.. "{SEE-SCHFDUIFS.. � .Ca{ouiFil]:F.D.., {5 :3�f`�tr1E5 iNd E':~. I cst aeav*:'nt�� F t i 1DR . mn oQR J r'" I 'ccRo�itrrnuD ^a. ._. .. +.:,4.:. � ,�. , =17 18� S1�'E1'S'it G`t81. v t . 'CUHCNFtC.BLotgi' i'.` SHEE'5! ,k}B)i..�`1� fnt ::.., 'sKrm E177tt c.1I swat ,-""S z,754' r `,�.' '•, .yam s #��\CaHcaFt¢Al V 04 A, W.' . 4ir 2 i a arr st CI^ � /11z�.. � ,. SEGTIOa1 Mt� STORM BARS ault.�—ouT MO NT SECTIOPI P P (PLAN) _r,. SECTIONS`0 O �PLAN� : F BUILt? OUT Ma ,£Lttt 3 b'_ ' INSTALLATION OETAf LS INTO E3(ISTING'POURED CONCRETE dR GROLIT FILLED CONCRETE 8L©GfC BUILDINGS ' rr x tH S E f F IJ n ' u stm- xti aR/to — ' 775 1If}N , Q (P 4 oa tfx ,ter ua,fie sur ._. ,rx= }• _ ,la=,/.-' „' n x r p�� MATIt3 :. L4N dIt gt ,- ca;,/a Ax ��rAtL MOUNT �O-:I�ULlI4N' SE&10 ION 0" (PG1ll� ORIENTATION 1 ORIENTATION #2, ,. 4RIENTATIQNS t,k'; �"QRIENTATION 2: c+ A� WALC;MOUNT;EIID, ULIIOFi WAIL MOUNT END MUWON ; �tAIC.MOUNT<1HTERlOR�WWON _. TE{/tPPED.WOUNT;iNTERf R':FIUWOtd, '-) NT INSTALLATION DETAILS 1 O MULLIONS•G Gi G2 .. 5 r s, z zs' STttiJ�u-,rnT l+ �t s S�KC. 1 (2) 2 a4:0,4i (SEE 2 x6' STUDS r fl ,. ' D€i a'�6FS 21y i ALTEf2NRTEVEY A (SEE SHEET 2tiy s t SC11 £` MIN'..1/1 r � 1/4i 2t]k3f4r' S S..,,AA S PLYW000-^ 9 4.s �? .. tiVf 14Ut-�T{.MA}v�':( 1ErUS/�£�/ ` - I ' '[f'F[�(ja,.� �`{ (' :PLYYiDOD.5 .,.,:',nOR�..11lA`ilQD �E .:MULLION:.,. WW _ ©OR3t x_ ( _ ALL {9 x''acr + i/r.. tali s ear uariwn. Zan PR,rg.2u? a �' �; ,�"y4�':.. .. C'Jf2n:11.7to Nc -. ... (N h.v F43SH MOUNF 1 l i mu roof` `gyp: e3e N{ hN Fvi �L NAli .. .... me ,,SCLIONS 0 O''' ' q No .1s � ,_ _ C C�c s sr �3'LAN�` , ��MUNEERUM N N► R , *. EJ{PfRT .INC .. INSTALLATION QETAILS INTO EJQSTINCO'VV. bD' BIJIL $ STATE' 4� ~ w Cain ,��tYF:ST wnr yxsea 20 1164 h A ... .� �fti� \..> .SEALf51(90.NREfDF'f ;. 's'tL xC 4s�euO a'�xtcz; •'p anmf�.� r'2,*F29 r-- + 1/2"M-n ED'--w-3 �'w 7/2'Min,,£D. FOR 3/8'0 CAU(=1N ANCHORS (4) 3/8"0 CALK-iN.ANCHORS OR 3- 3 Min..ED ._7 ._t 3 Min, E. trOR 1/4'0 SOLID-SET ANCFtORS (a) 1/4-0 SOLD-5EF ANCHORS OR . = g: M'n.C a - y-- a litn"•'EA.—t- FOR 3/8'0 Kim 80LT TI DFAH90N ANO10fS (4) 3/8'0 KKX 8MT TZ EXPNiSiON ANCITM OR 1 ANCHCASs.PER --•-3 1/8 bnn. E0. ,-, t.,--.3 7/8 Min E.D. -FOR 5 16'9 TMCON XL,AttC1i0R5 �: (4) 5/76"o TAPCOPI XL aNCHORS�f .3. t S1'}ORN 8kR CCNNECTICN. S l 5/16 C TAPCOkS.XL w/ —""" Y,,,..-SEE TABLE 2`ON SHEET 23 EOCE OF SIA ( ,EDGE OF SLAB i T f r^--- 2 1 4 Min. EMRE1.'MENF t (TYD dt8Ct70M} IF'APPL ABLE a 1F APPLICABLE -E3 ,/r �/n n x & O.D.xO 06(Y,f.RLyr /lf"� f �k f !r` '�'� .✓ ✓ '�lr:.,�., STEEL WASHER O 24'o:a: t \ k ALLOY j POURED CONCRETE a +" -�d "` POURED CONCRETE•- F ly J k"U61 NUM ANGLE FA. SIDE W/ ) j(POURED Kai)S'min. f ( :;' .... "�..........5/tfi"0'TAPCONS xL ; a - EX iEK j fcm3 Kai)5 mn. t1/4 C•14%3/4 ITW�VILD' THICK REQUIRED y j .-- 'HICK REOJIRp i SCREWS TG STORM E3Ni K W/ 2 1/4"Min. l ✓ �_ S ,:_.-: t7i TD;P .�TTOM}. EMDEDMENT& �/. f y✓- ' /A p-.. 7 I /� / "` p 1 a t"0 Dz0060"CALV. 'STEEL WASH":0 k II 2`• . k" SECTIONrS ,S Box WMI)D 5 MTO ANC+!CR f1 : _ f p I'Min. FOR Il .._.,tr,.,.__.,_.".,f. `n;. .t.. .BOX E l.^' a`: E; WIND 3ZONE..�_ t- ( ( t 11 DETAIL A-; 4/4"F]O f.St.SfB 0 16 MACHINE 6Cii 1 USED J0I47LY W/ V Min, FOR 4 t.*X, STEP 3 ON SHEET 14 FOR SPECIAL:- REMOWI 3 WIND , ANCHORS AT THE TIME j4"CAiiC N . + �ZONE P-� t .7F.AIMEt1T.FOR WIND ZONES T f FiRtI 1"Min. FOR i! I 4 fl' FTry tR I Wj, -. 1 1RESP'1 1/'Ss°AI.Z PE ,T T(f MIND-ZONE : ( STORM 8AR B ARE' )tSEE AJe DCt [ F. r 1j aS mZ 1 3 Y f OfIERiOR ' .m SEPARATION Td`i } L � RSr PT,h' z GLASS to a n ( �'0RMGBAR 66t4NE n&'4 . . �� 2"Min. FOR I ! ¢ k.(SEE,SCH'DUL95:ONE .-.,;,J �' WIND ZONE-^N -� ;.:SEE TA@SE 3.06.SHEET 23- o q &YOND {TAD:'TOis Bc 6'CT(OM} N II ! r U t 0 Ct7.K-€`c ANCHORS OR (2)3 SDI.fD S1T ANCHORS OR . 5EPARATICIN T+J i ^^q �2)3)8 6 KWIK BUT TZ EXPANS ON--T I 1 N CLASS t g (SETS EE SSCA,lc A Es DPo' 1 'x.HURs OR t"1 SHE 'JS h 7 8E TAPCOH XL ANCHORS 1•E a t$. 6EYDND EXISTING— CLASS F]Ii " € .t-•- Ii k 2.,2 Ylf .O-5' (6063-T6 ALLO'e) -EXISTING--y �: EX SIDE W% CLASS r St " S S1 (2}'tj4 yt4aST/4"tTW�UILLL'7C'TEK.. ' ` I (TTr TDo/eQTTOM)'' i, dr,D,T %easrtaary r6 To-svw w t� I t (rya rop :rBoirDM). & , € g t S a ar SECTION S.l-:$1. . t _ fOP1� }u: tnP`1 PjBogov} POURED CONCRETE-! MIN ED (+ ED ,,,f� I-i'j2"ri sj >K`:fi2 Zvi'+ALUM. .. .._ :01 / r tam t y .- r✓ THICK 3 E UI n Q z 4 c f�' T krak,ly/ s/tea rAacrsRs.m_Wl ICK REQ IRED J'a•XL ctf /. ( -EME+kD!REC4f 67.24'cs. ✓ s ✓ .: p/EEDAfENT .. - EDGE OF 5vs( aa''�TE �rncE of STAB WALL MOUNTING; (I,ce3 w) ._._...____. 1 l�J IF MPIJCABLEI 5'm;n.twat aca'a I .. IF APPLICABLE yi - .- FLCRIDA�BUItDtNG�CCDE Non h Ya cl:y Hurtscons Zane) . _--..3 f j2 tair,..E D.!—FOR 3/8'v-cActc-IN WHORS ;��t +� .. ... , 0 ma Ti-T o wc.. ° owlwN er. 3'Min.ED -� r----3 MEn E.D. FOR I/ei SOLID-SET ANCHORS.`.s1ti�2:• �GEP1S � � ,LMTs�ut.�l 5 .4 Min.ED -% I_. 4 ken"E:D.- —i---FOR 3/8'►KMK SOLT 72 EXPANSIO;FAX6tO S �' F -�� P \ IL "..�RalltL,g�atCeYSysfaas' -,oe/e/xaw . t/6" Mlr.. E.D. ..+-.-,3 r:.., )/S Vi.-E.O.-•�—FORS/16-O.TAPCON XL ANCHO Np. Q�-B7 "'> .� j 1 ';�®Ipt. '�a - fuTc' . *; it TIUA issnNa a:eNcaaEcaNc cosmanr EXPE�Y'SHUTTER.SERVICES INC. "`' m•:°:�"(Raws',ii" Osas.w.MAgiuti%c oRlve 20-664 J'1'../"ti-. Gk PORT-St.'LUCE FL Ugo,l FLOOR TO CEILING I TRAPPED AND WALL MOUNTING:STORM BAR �K� o'.: 9TATI E'F � r _e �b14NT ;u�t l a- ' L ell-a»a. oaamKo 11. SECTIONS V �..F P rkvlA.nLT&.rz ;°�.� n -:tGRtTn1 tc.d'167 u"c e rt S7a',L'.3l1E'.,1 �`�i FSr:•""••V C. �NN./S1CttATiiRE/..ATE IAA/tlptHNt/11Ntt.. .. ._- ' :------5'Min.E.D. _ _. ^.-Min. F_D— t -:FOR(1) 3/4-e KW1K ROLT TZ EXPANSION t....q^__., ANCHORS @ END,"D INTERIOR MULLIONS "--.3 -t 1/Z" I ( ©&®(MIENT ON 01)ANID END a j .€ !• MULLIONSI &'.01 (ORIENTATION 2) I k ' FOR(2)�3/4 KiY1K BOLT TZ E%„QltiSEON r• 1 f('i f .. €, ---3-Min. ED.--^»„ ( Mln. E.D:_-.- -'""ANCHORS tNTElBQR MULLION i•"\ '-'-f Ii (O-.NTATT-¢2); TrS 4 41AH.: r t r �ED»GE sT:a1 Ll , '3"x3"xT/2'x0'-6" ,.I I 4• E aMWR Ir X-PA-MLE t I MIT.t 1 Ir„6PPLMLE � .•. I t t I ,. 5" -T6"ALL Aluni.ANGLE EEA SIDE W/a x3 xi/2"&-4' (z r urs("1 76 ALLOY) Alain. {� tt1 MULtfON�G&...�._._.._. L_ .. _J 't 1 2' ' . POURED'CONCRRE ANGLE,EA.SIDE W/(2} . --{- (1) 3/4-0 KWIK SOLT TZ'k e 3 kai fan.) ' R 3' :• 5/4.0 THRU BOLTS TO - 1 1/2- EXPANSION ANCHOR i 1 I%2' 8 Lim.THICK REO'0. I � !. _ MULLION�C& (tJ 3/4"0 ,,..,, -�{� W/ 6'Min. EMBEDMENT •'-1� g- Ira KWIK BOL TZ EXPANSION t t/2' TO POURED CONCRETE 3- .--3• ANCHOR W/6-.Min_ TOP& BOTTOM) q, €1 EMBEDMENT TO POURED it I. _ 6' It CONCRETE(Typ.TOP:& ...._..4-__....� e I BOTTotAp .+ EXISTING- # w cuss u i i SECTION X1-X1 W/(G5 ALTERNATIVE SECTION X1-X9 W/.G) Fir Min.,I JORM , (E INTERIOR "�GL-I TE� i ION G�OR Gt ` lENi 7I N ? W ORIENTATION "2, gg� °;nv ( x (4'x6) 2 1 t/2. 5 1 7 j2 F 112 _..._..5.._<::.1._,..,-/2..1: - •r ¢ I 3'x6'ir t j2. :_4.:. 4 ,.;`.�•+>. ¢ (6067-T6 ALLOY)) II I Alrira'I.'ANGLE EA. n n (2) 3/4 D tta I. To MULLION (1) 3/4'0 *1nK.8OLT'TZ • '�::. V z V E%PANSION.ANCHOR r ,. }t" .sx. Q/8 or.s.: ._. r _ 0/8 or W/6"Min.EMBEDMENT Tf). -! I �;.:.J i "It j w�. X:-_ - POURED CONCRETE(TJP I 4^p((( !i 1 q- MEW-0 8 R/8'ore •,: R/S_or TOP& BOTTOM) _ - _ I o R/$ fX1F}tlOR t' N t � 3. P97 Xt ITYP_Tw/wrrou wtEdhE7 '._ �... + ."tlMm <d'lGL£';EA. Stic N/2# 3/d"p" TNRU BOLTS PTO MUCkdON; Fr&�t). .n*RU BOLTS A1 0 !:i.Ltam 9e(2) ! ,,,-•--..„ '--- ,E2WNt-Sou rz`E ptPtwts+ _1/4'A KVAR �T'rz .f4"1A •fR"!tm°>dOtr`. . A€; '12 2 AN"'°ItOR W/'.33 tin.EMBEDMENT I : A7aCHC12-Ntj fi Min<,L'NSESL4r;'TU; FOURE0 CONCRETE(TY}??'1T}p.E• U t L'tt{VC24 . ! N Xi X1.W/{{,. . 60TTGM) SECTIO TE(T TtY+ &' INTERI4 U"'! _(ENR M{UL_ .N_L)N�Y} {�j1�R10R P+Il}LQlDP1 ONLY ; ID c�of sLAR ': I , tiW1"tJR-., ?A7{4N .1} ALTEFit�tQTiVES5EG1taN X1-Xt'WI tC DT S n APK61G18i.E �8 X4"},„_ y /14}r�lEhPATIL'Po•8.: - .. rOR(2)3/4 6 ifKgR BOLT TZ EXPANSION F -ANCHORS 0INTERIOR.4ULL10N t, (aaENTArGrt,�)- • SIDE.OIL t01 AND' BOX NOT SHOWN" FOR CLARITY, i-....._.......a•Min. ; ^ ' (0A�N.C&HO (GRI.`c Kt MTtGK4-80IY1s r TZ�E�XPANSI .'�. ...f .. .:..._ _. - RIMBUL1NGCQDIl : F6 -iwduriYYa.Mp Zone)Q ERO-ANp HRk „ G<ao:arEa1 Nr EN OR£NTA + Rio y l it Rol!(ir 1`): � a4 FLOORTOCEILtlVO'ITRAaFAEfS(fldUtlTlNti:AtUCLt6MS•tG,(SR€��'," 9 7. !a/zaso SEgp0Hsw.T . ND.441 f 1 4 iisc �.y a�' "� TtLUr TISSTIKU C ENGINEEMVG CCully,. "EXPERT SHIJTM CE nC ' ��,.. k[cm"rwvP`Pmi+�t Ixit.s+r rnu.Yi'1'0 46p 3Y Luott s r 20-OCi4 . a+.nal�lfuea 0kof tom 'Raw,wo).T♦HLTY Pri4 N72�tYi-efie CWA'AiNe:Hp END&INTERIOR TRAPPED�#t3UNTEb•MtILLIOIV INSTALLATION.` AT E o G KYaeT19 : , w ._.. SCALS,i'8'•�..J" �,;'p. .. IYALsEN A.tour.v.ix, ! O+ •,FLORID *�\ sEnL/s€GNA LIRE/Dais Pmnu uc.If sa,ET ryrNtnNlRala�. .. Min: E.D. _ _ Min. E:O: (4)ANCHOP.S �' I _.._ d,{. S'x3'x1/2•z0'-4i--2 1 .._ .. ... (SEE SCHEDULE 61) t.. f(SEE SCHEDULE#'i� (SEE SCHEDULE f!) ( 6061-T6 ALLOY} = i QSEE 4A70MUM©(plIERtOR)&Q(END.�INTERx)R)TRAPPED:MOUNTED MILLIONS EDGE Of SlAla .' .{ EDGE OF SLAP! -� `,e(Yum.ANCLE;EA. :.I. SPAN COVERED BY SCHEDULE:lb*FOR wvAurIoN CASES Ii,TA&it oN SHEET IF APPUCABIE I 'IF'APPLICABLE- f 1 - ASIDE W/(2) 1/2 2. I ..3 25. • .i'•IRU.30LT5:., f f I, (LIMITED LOAD,'.MLiUWN SPACING AND SPAN WXAMY.. Aj 70.MULGON.:®t ! �v-- � ..v_t FBDARLtH GVE I RES!DWAL.AND COMWRCLAL AFPUCA(IONS'WITH 360S -Z-` }at•MA1064{}M AS -.DES{GIL PRESSURE RM1TFwG. {:.. I .: I 2'-0?MAXIMUM MUUION.VACING POURED COMCRfiTE 3 x3 xt/b fi0 8 -( I ! ( �. t SEE SLHEDLUS,#1&#2 FOR ADDITIONAL SPECS. �'• t 1' i (f c=2 ksi Min.). (6061 T6 ALLOY)--- - ' _ E)ffElbOR j rt •- - SEE SCHEDULE#.1 a Alum ANGLE EA SIDE G 1 8� (2) i J2'6 TNRU { .....I : I : P6PURKt/.USE III USE WiMERCML APPLIC410N W/-36D.6 psi.•. p ,..: 's' w I MAXWUM'AaD.DESIGN PRESSURE R47M W-O•. BOLTS T0:MULLION� )1/ E' MNUMUM MULLION SPACWG. .� :I �- ••+8' �:� '' SFS•SCHEM.ES+i&/2 FOR ADDITIONAL SKS. ALTERNATIVE SECTION Xi=X1'1Nlj* ' GLASS n t.Y. 1 t%2' lSDW6tQ1 DBE II-COMMERCIAL DESIGN.FWF N EATRq�r±B-0 WJNLLIM 01tA:SD. M T {4 x6 INTERIOR MULLION bkL W/ ORI NTATIo. 2) sEE 1 a t2.FOR :: '{F OR G 1 t .... - scw .. 2)ANMRS - I. 2'. ...-.. ( EDULES .O ADDITONAL N ! b"z3'zlJ4'.'k0'-8' ry,.1 -5-.- ,L`I- (SEE SCI MILE 12)'"z�•-'- (6o61-T6 ALLOY) ALIT Z Atom.ANGLE FA sroE ERNATIVE SECTION Xl-X1.W6 . W/ (2) 1/2-0 THRU DOLTS To !AUWON tl ^: sa 4"x8" INTERIOR AND.END MUWON W ORIENTATION SCHEDULE f1,_ w a/8 or ,.� _.. Q/8 or r t E%iERIOR u1M sue INSTAUAPION THICKNESS ANQiO[TYPE!SRE ITYP.T60 k BOTTOM MOO.ANCHOR 014TWEE.FM _0 Rib Or tl ,'� Rib' or (4}iwtHo'tc'S. .,.., _ ='+ - CASE9 BEO'D. f O/BEBYENT' ANCM 3 R'/8 a }�'. 8` (SEE SCHEDULE Bt)N: ,I!Jay- _ _... .. .... ��'} L_ I. IBY HILTI INC HUSH SCREW at.3(8 a POWER FASTENER �AtlF.00E-BOLT ANCHOR FOROk. WETBOR)MULLIONS 2 1 /2_ 3 1/2' A - St/'OR.. .. fi ,; .. - 8'.'. f' h/2•e all MG HUS-t &t/7b PbWE1(F35�tiEA _. ALTERNATIVE'SECTION X1 }i1 Wl LG GE_BOLT n xtT spa)[1LRL !(. 3 e• q i /oR!LDuranoN. i Xl {4x8 INTERIOR hiUlil6N ONtY SV/QRIENTAITON 2) /z'`"w aaA �ajY ( & N M TDF/8060� rnv.pt).. �D. t W/ z tJ2' s 1!s ENun 7. 0 -. J•z3•z1 J!z0 8• a /T"0 HILTL'LNL HlS-st @ JY!}+q,1p1ETL cASTc1;ER; (6061-TB ALLOY)'Alum. - 9 E BDLT ANCNOM M is b tQtO OR[AERF�t 3• B' k - , ANGLE S@E L't/ IllON)W/ORIENlAT$!P _CR .. _ 1/2'e BOL75 dou=. i I.` /z-a H7.n INC' .tt ,c tauLLloN i yr �� At s ' f/zWATI 'e FdLn we NUS rf 5" 'k3 1/4' J.-�: ' OPSLAH WEDGE_DMI�i WPUCBLE GET 25 VALID FOR 1 k RSttERgR 1&&Y 3 .6 Nin, E.D F ^• $ ;Min.E:D, J_ORK'ItfAT�TB c - APPucAatrL: (sEE scHEDULE 91) 1 (SEL sa}+EDULF 4)nNCHORs _ ) __^T • SCMEOt11 f2 <pC!lRED:,�"OfsLRFTP.. •SEE SCHEDULE trn sarauT osr Ec°{nFDLxE¢t. ALTERNATIVE SECS ION X1 111Ut ua xaai»� sa ros FLQORTO CEfLING/TRAPPED Mt)UNT)P!(; ACkilllONS 'CR:y 1 - 4:Ia t st t__ %B'e wLiL uicN seAw 3/a a Po r LTt F>isTEr tM -Boer 4 sECTIONs+nt I (4'x8' INTERIOR AND END:bIULk1ON,ON W/ ORIENTATION )j , _v s a/x 1/2- PLQRftM`L3ULLLNLN''GODS(NO7t IT-In.Velodrity UR160ne Zone) Q END&INTERIOR:TRAPPED Mt7UIVTED MULLION INSTALLATION .��`" Ii ,,�, C2°'°'' Was: rr s3u APPLICABLE TO A L!M(TED.LOAD,MULU{1N SPAN AND MULLION SPACING I�� aarm s�a�s i b9/e/20 _. Et - - Nt. scA EE J8 o 4A167 -'' nuTT resTNo E Op+[[auac CQMPANY EXPERt',•SHUTiER-SERYiCES,�ANC.' ...... oAtc �. _ 3apx rcr+ w.M a ac,Ync umoa.n.mlcs 660 S k YrttsTARK D16Y6 - 6c k_ wSOm sr 2 R0 HOaBk k. PDaT 5r Luck Fti Seas SLOE PALL D bND-BOX NOT !' q•. STAT�;C� �y ' SHOWN fOR CLARITY t, W � Jr.PE _.:_... '��Q '�CO(�1`JP' SFAL/StGNATURE/DT IE !k EDGE.IF APPLICABLE 2 AVULSION DEPTHxl/8 Cont - _. .. .. .. .... - .. - .. r i'ALUM-tTI18E(TOP do BOTTOM)W/ . \ 1 5/t G 0:TAPCONS'XL_w/ 2 1/4" rT W/1'O a.:o 060'CALYMIZZED S 3/4" 2 i 6' M°+ EMBEDMENT O 24"o.c, Bt.N:'E'D. / ,,E ./ WASHER 0 24"0,e. 9 t 1/2. .EDGE IF APPLICABLE, tt , T CONTINUOUS.POURED 3 4"W C D. 2 4 i�. .EDGE,1F APPLICABLE-a / �- 7 CONCRETE(fc=3 ie+Eon) f4 - �,. 8'Tin.TMCK REQ'D, 7 3%4' in ED.. " _ END CAP -' '". -_- .._.,: ... POURED,CONCRETE � - tu 7 3/4" (1 c 3 ks,:Min. POURED CONCRETE t I ,EOa-;-<EO B Min. THICK REQ D EMS \ ,! ( k (T'c = 3.ksi Min) ,A^t7(iQ21DR . a q: THICK REO D 1 8" Min. mew IV OR Gt :.:. t OP i a "fs - in ED 2., 0/8 `or n 1 Q/8 or 7 3/4 kin E D 2 -_ .4,x4'xS�a' S R/8 Or k .- R/8, Or 1 4'x4�x3/8'(6061-T6 ALLOY) (806I_T8 ALLOY) R'./8 j ' I f R'/8 ".. ... um:.ANGtE.EA..SIDE.. EDGE:IF APPI:ICABCE� - Alum.ANGLE EA:SIDE. 1"', c" EDGE IF APPLICABLE EX[STe1C. ' ; ` ! p)INSTALLED TRAPPE c,tl e:n" SECTIQN XZ X2 YY! OR *., _ALTERNATIVE�.SEGTION X2 X2.Wi,� (G, * PER SEC ION R'-R' oN sriCEr "IN fER10R MUI;lON}: ND:8�, TERiO - "U- Otg u R f�3 . 6Ri N7 i li 11 `�xi tSr $ END -j' """"- 1, 1�2°zl 5�2°xD.O62'xCON7 ALbv ANGLE. W/ 1/4"4x3/4 ITW:9UiEDEX, TEK:SCREWS:*24':o,c. TO TUBt, �t t/z" S1QE i7AlLD NOT SHOWN FOR CEARII "Ft. OOCffi'�tJS POURED• �\ � � .io ^ CtXJCnT iB(t c 3`i�:Ein.) \ ) 7` t 0 ." Ie Wk.NICK REO'D, a �.._ v x2 1. x2 24/4 s_4"x4'x3/nO'-10'(6O6T-T6 ALLOY)Alum.A lOt£ Klfl ED '"a :EO EO 'EA.SIDE W/(2).3/470 TNRU BOLTS TO MULLt*4` - a \ ... & {2}3/4'6 KWIK•BOLT TZ E(PANSiON ANCI?tt -,l�l�t1}IM,a ..ttORiDA BNtDSNO"CADF..(ttals Iraft Vblocit rrlcane Zone) rin �..� a ��..., -ti W/5'Min. EMBEDMENT TO POURED CONCRETE; 1 626ii T§]Fco we MWH eY: EDP iF.AP?L1CA5LE:-'" WALL. (TYP.TOP&BOTTOM), w: "l'� 6i�#+6�7ttqE V/ALLMOUt1FING:.MULIlONS,r 0R j C iFvfltag9fivaYti ws/sam TE POURED CONCRETE WALL fNG. EXPHRTr$IiUTTER'SRV10ESs INC. w stun'ir=ka @.BNaniEEPoNG CDMPANY SECTION.W--2. * ', �k . ,r aex nr,w �,x ,v s„o� ece'sW,uFeiil4R& sae , ' 20-064 x" e"^��+... ram: END&INTERIOR WALL MOUNTED MULLION INSTALLATION A� FYAY -� .P . .v ';: 4�4 �' �Awina x. SEAL/'SIGNgTUHEJ,DAIETgascaUn.'Ya4ter Nliinrtiµi - ' ..1/4 ov3/4"ff@!BUILDEx TEK SCREJI$ - _ EDGE IF APPLICABLE _ - EDGE IF AP UCA&P:^;�, 2,xNl3li.'taN DEPfflk1/8 Cram; . / t`O.D.zO'.060 GALVANIZED STEEL . WASHER 0 24'o c r — , ?,\ � ALUM TLIBE(TrtP 8•,G'O1T01i1) W/ EDGE IF APPLICABLE I \� .. 2 t/2' " ,I 5f36 p`T,hPCON5 xi•Wf 2 1/4"_ 7 1/z Min ED 7 t/2" Min. E D \ MIn EHBCD.ifEDtt y4 a,r s. 2_�, 1 2 1 MIN:'E.D, 4Al : r _. tf2" 0 •:. 2"'": Z 7 in E 2 # POURED CONCRETE -' t (f`cMin.)- 3 ksi I` I r POURED CONCRETE ' ( 6 M in. THICKNSS3 1/2 REQ'D., THtCKPMIEn54) h'.DIRR REO'D. 2 QR G9 2 # CONTINUDUS POURED— EQ I END.CAP- 7t 4 ' .: i 1/2 6"Min.THICKNESS:L 3 ksi 0.4n ,coNCRErE( ) I : ) 7 t/2"rnh_�c. - 2 , z ae ct Min E.D. • £ ; _ .. `= 7 1/2"Min E0 Z CKI ESS: M Zw4'W.1/4'(6061—T6 Au.Dvj ' `FA. SIDE:. EDGE IF APPLICABLE Hurt A.Mt 'F.A:.51UE: ECGE IF AP?ICA6tE� zN I I µ ALTERNATIVE:SECTION" ?C2 W!{,G OR ALTERNATIVE 9E0TI0N:X2)(2VIIL.G:'* Q n I INT RIOW MULLiO (.AND & INTERIOR MULLIONS) " Qa u ! IV ORIENTARON Wj ORIENTATION„ i :. x6 rk W R/8 i R"JC S NAX hdUM j)(INTERIOR) & GU1' (END '8€ 'INTCRIOR) WALL 1 y 1 T �+ Ms?)IVfiEO TdUt 1,19NS SHAsS COVERED BY'SCHEDULE 2ta ! R ? N e (NtAlL.MOUFCIEO*;.5FA04 N ti5; IN5TdL AT[Cl 6k8£;AL: INSTA�IEGt iRAFp D, CIySE s $'ti' N SHEET '25 i 9 k id01JNTED puPt�acCCtOH R`-R: L3MtTED LL4Ei :R(41iJN AND SPAN IN.SPACING STitd71£7 IL 1yJ: - ! ( Opp.sHE>r&} f °E 2 t%2'` . IlySTAilA i C 2' RESIDENT AND,COMr�ikl4L'- I 7'1I 2" Miry. E.D2`kT,1 JZ xFS 062"<CL4ft1 Bd lIM RIMU11 ANS DWITH s.60 FS p .ia Ap MAAXI DESIGN FR SI1fTc :s / •j: AEfGLF Vj tj4°x.�",f4fz1T}41 3Ei(i:OEX' FiAT1tIG 12'`-0 MAXIMUIt) �t181k�.'iC3rr MIN ED. TIC 5C�tpYlSrt4� 24 a TO F1)D>m SPACING. VALlII FOR `GOWNECIOII TO 1/a CC!NCRE`TE Wj HILTI INCH Ht[S H SR t . . - POWER FASTENERS WEDGE BOLT - \ ANCHORS., X2 { RLSFNLTtbN t �' C MA4�RCIR�.APPLICXTI �R �tO Lt : fL0�0"7 `" t t/ ` 1 (f tp t isoirat► (AXi K UL"Mlt#J A S I aIGN PRESSURE RATING _ 0" i6t{1 UbN S&'ONG. VALID' FOR CONNEC.iib- COIMNUOL� 'BETE INS F;TL7t 1ITC.I{t+fK BOLT TZ ANCHORS MIN E.D. CONC.4EIE CPC EJ7 E x#x f4^at[, 6"(6Ds1-T6 ALL;caY3 Atu RF4tLc z , StDf yf?(z1, t"/'2,0'fRRt3 00LTS 70,tit€.EU,JIN ... 6"Mn €`#(Q iSi° Ee t23 i f2 Pi;,tCW1K 80LT TZ MPANSION kf'7£Hfa�n; y.. U'D.. tJnwEMF7EDMcVT TO iOOFEt}CCNCRE[E ► 510E trAlt Q4T 5P[OWN;FOR CLARITY WAr ':� :eorroM), Alt , �rll I EDGE:1F APPLICABLE,)" - WALL M0�1NTiNG Fl QtttCA:EtliLDtHl3`LDf} LNenPt valaaty Hurrtcars6 zone} P06�RED CMG EIEWALL *`� \\o N aa¢a`i�tecu ex.. as wt.er, 6 , ra v. SECTiOP} 'Sck ^r 44 tfiT ' � i�ir C Q INC �: SYtftlteaS➢sts n4laJ24m QEND&INTERIOR If�AI.t Mf�IJ (TEI 11IL1 ltlN 1NSTALLATIC * ' :, TF:,��. t,N aw�nNa Cal�.N: EXt3ER SHUT .,-.. '&'4T lr +fJ exs« (Yalo. i e r tso i iei m+u C6tT S.w•1VHttsWfiE tSR1yC 20-064 . paRR.vin U CL - APPLICABLE TO A LIMITED LOAD;MULLIQN�SPAN AND.:MULL, SPACING G T t�fS ,ww� � � '�°� „gym -z�m-wa V m 1�n e)- o" f �Aiii ! E-'rc �� ?t£� SEnL/S€Guit 7;E£l�tk rt nisi' •os w: mu.m. -ru erst t to a:a ....... ^. .. ." � _ a��rnor ran ...... .._._; Mn. E.D.-- :._...._:..�.g•.Ndm cD._._:a:: ....xOR (1)3/a`11 KW.K SEEM; �MAN$ION. i - A.tdCHORS 0 END MULLIONP. 3"x3,x I/2'x0'-4" .t .?.. (OMENTATIONS#.1 &#2). (6981-T6 ALLOY)Alum. 14 ANGLE EA. SIDE W!(2) ! FOR(2) 3/4"0 KMK BOLT TZ E.PANSION 3/4"0 THRU;BOLTS TO ._,.;✓ -I 1%2"',.-......._. Min,E.C.-=. ..-...-.-9' Min.,E.O.-... -•--_..AJ4WORS V tSiTER:OR.edULUON MULCIQt� & (I}3/4"0 I (OA£NiATF6N j2}' KWIK'BOLT TZ EXPANSION I .ANCHOR W1 6"Min:. ;EDGE Of 9AF7 EDGE Or,StA@ S- -3EMBEDkETdI'TO POURED I N N l E ! afi i IF hWxlU+ E COHRET£(Typ:TOP& C: {. �/✓ f f f i 'r, r �f f, BOTTOM): G2`=` 7" p(TMk {�+ 8 M;i,,THICK,REO'R., t tl ? 4-2'- EXISTING,' cvss. SEGTlaEV X3 X3 W/. '1E 6t�o. Z� �G2: SEND kt1l��Q ©tLY� �� i 1 1/z 1t 1!2" r;ty ORE Ijp?lON H 3` i E: IXifw 3x 'tS I ax6a�mw}' Ov,lce/wrlj} CEO POURED-'`e;�€CRETE 3 '+� I' iT Z A;tiSi,�sN' Af .L� Si€ f Cx r NP& Y . ( 4 2 S w,,Wg Bw.Tr AtV4d7:Ss ♦ksi Min.) V40i0a-W/51 kSm,.-t;.blLa�7A�F(f�E?� ANrrOR}ys 6 Mo'tr?"LIF41_.W:10 fii�/`�/a'•"�,f��.f`.{�f, 'coGE'Cf 4t,A>wv e,�,. `I.'` ' .. �c^cz OF sue - ALTERNATiYE SECTIONS X3-X3 W�/ � IF APPLICACRLE' _',.. IF• UCAB?r_ .. :' ift ,R 'a"`r1Tf (1 - - .. Oft( } 3/4-a-,YWIX SOLT T7 E PMSON r JR1 Min.E.Q•� �.:s".RtEn, E.�: ANCHORS Oft INTERIOR MULLION . '-'�""`-"'-""'1. . (ORIENTATION£!2)., l� CLARITYI '.ANIS BOX NOT 5HdVtH . » ....._.,..;_;,.v^ Min. E.D:-.. ._._.».i........:...:..._g rain. E:O. W:.:.»,.»:.r � ,. .. ._..._....__....._...._ ' FORM ORS 0'1Z f('M faO6T T ucdiJ Nfy�� - .. ... :: �a6kaA BUlL lNfr ODE:(nNC0,Bigh�vblo .Hurricane'ZBno ANCHOR ::NDMULI.tOIa f1lC� ORIENTATIONS #1 & ( k s•v a� ✓ y: t aaa'SL[ .per crtavm ya• SEC Efts c u.a. FLOOR TC1.COLING i TRAPPED MOUOING.MULLION "°°• satrt�y�i7 rs�. aajelzosc SEGTitIfVW-3>. .. _ _. . No.44°1fi r irrr-e:xa a crime�xs=nc cauru� T°SHUITE SEfICE '•;INC.EXPER �'• 5Tr�7E OF t� um fL 1 2are sue' ws 'ssaP"or � ns, xu aai. w*u rx�iwr 20-064 END&INTERIOR TRAPPED MOUNTED MULLION INSTALLATION * y�G Ffr i V�� vAcmn w e.¢oaN ita BCs ru 3d 5�a7._�yB iNUNkFa % .•r` R� •` qi 5 1•F�`x, ..L<<.. _ >.a ftRafIXE. f. -K-"u. . 7-1 O SEE MAXIMUM®(INTERIOR) TRAPPED MOUNTED MULLIONS SPAN Mn ED 'Ain. E.D: COVERED BY SCHEDULE' lb' FOR INSTALLATION, CASES I,,Ia & 11 r_...'fSEE SCIEOULC}J� ._. `.''(SEE scHEDuLE p17'tEDGe.0,sLAa: ON SHEET 25:. . EDOE.�SlAB� - . .__... t t I jF,kPPUCFBE.£.:F kcPtICCHtE � � j �� E (IJMIT_b LOAD, MULLION SPACING AND SPAN INSTilU-ATIOtJ): , '//! 1lft " P ,, Ih6TAl1ATI0td CASE°[ RESIDENTIAL AND COMMERCIAL APPLICATIONS .` WITH. ±60.8!P:s.f. MAXIMUM A.SuD: DESIGN i f I _ 3'z3'xi/a"m 7 1 t PRESSURE RATING; 12'-0" MAXIMUM n POURED CONCRETE (6061-TB ALLOY) " -"—"1 - _ MULLION SPACING: f .' f'e s 3 kJ W.A, Afum.ANGLE EA SIDE Y _ I: SEE SCHEDULE)81: w/(2) 1/2 0 THRU SEE SCHEDULE #:1 FOR ADDITIONAL SPECS. . 6OLT$TO MOLLIOfJ3• I'. n f y INSMIAT04 CME In - RESIDENTAL AND :COMMERCIAL APPLICATION f W/ t60.8 p s fi MAXIMUM A.S.D. DESIGN I zsnrc I 2" COMMPRESSURE RATING.; 8'-0" MAXIMUM MULLION; I. ctAss SPACING. 3'. i SEE SCHEDULE #1 FOP ADDITIONAL SPECS. . M'fi; o' u tt I G3 - Vta r {P6fAUATION CASE II - COMMERCIAL APPLICATION FOR ±100.0 p.s.f; a .k 1. ......: .T .�;.:.....{ DMOR (a}ANCHORS— MAXIMUM'A.S.D, DESIGN PRESSURE RATING, 8-Q" MAXIMUM'MULLION SPACING. SEE 3 r (S scHErnnE {) SCHEDULE ;1 FOP ADDITIONAL. SPECS.. I _ --- ALTERNATIVE SECTION X3 X3 W/(G# a. Q1/8 " F _ 4'�8 rW/ ORIENTATION a 21= _ SCHEDULE #1 (2'x7 INTERIOR fdULLICN ON,tY) 64H. s Miti. EDGE ' I INSTALLATION THICKNESS OR TYPE& 3RE YIN ANCHOR:DISTANCE ..CASES (TYP TOP k BOTTOM). EMBEDMENT ANCHOR OR n' I SIDE RAIL-D AND BOX N0T SHOWN �u e ,.. _ 4 3,18 0 NIL77_LNC NUS H -' - KNES ", I ..FoR c'tARITY E z Its_° s i/2• REO D y I ..._ .. 2- :<f t3 i aQiVERf FASTEN R:.:. i � - - -: _ Y!DCE BOLT f�1CMOR ,- '€ TOP/ v):; I (m TOP BO //-Qm) ILLY TLLTI fHC KtvtB 2'1A. $ 1/21 �IG9- d; .POURED CONCRETEa �`CLT lzILTI S' �f7(f'o.=J Imi Min:),. _. tNC KW K ail � r / ! ✓ / t EDGE OF SIRE` .. .., I EDGE OF;SW i .'aPPllCWiLEI .f t F E,i APPGCI!BI. .. Min: E. ..�(: Min: EA; .� L7-lEE.SCHEOU;.E 11). ""(SEE SCHEDULE')<Ir FLOORTO'CEILING I TRAPPED MOUNTING.:MULLIONS'G3a: SECTION W-3 {� FT.0 ButGRCCO£,( an K"Idocity:H hurricane Zone) 0 x¢c mth"BY.n ar 6 �.. ENSF `� '' Rclida956cu�rSps9ab os�a/aozo Q INTERIOR TRAPPED`MOUNTED MULLION INSTALLATION. ND.4416 " '�n�` An. 1=XPl:RT;SNUTtER`sERvtCES; aNc. .': APPLICABLE TO A LIMITED LOAD,MULLION SPAN AND MULLION SPACING.INST LATIONS �'� '� ��' ton 'a �' f :�"" xT- °n 20-064 0. nmxc ...._ .^ VCR[.i,i-�sE•tur��V-aeio' r DR�w scat£:I/a'>i^ 9' E OF vw P1`&°uLrnan+�ra. ' a. me. fir'.FCORIOP ��dC4.sEAilslcs+nl�RrlDair. m, w.,:r,e,.r7. .: wrrl2nOr 26 EDGE.IF APPLICABLE, VxMULOON C`EFTHq i/8-".Coot. r.. \ ALUM'TDEE'(W.&`BOTTptd).W/ V A,a;•�� i/4'00/4" rrW BUILDEk'-TEK SCRc"GS' W/I"O:D.XC.OW GALVANIZED Sr,M 7 3/4 2 1/60 �'„ F,i n'EAf'< pMENT �!:^,,. u a'.,y` WASHER.0 24- MIN. EA. -: t {$ EDGE IF APPLICABLE 1-1 T T- I' f - COMINUOUS POURED z 7 CONCRETE(fc=:3 ksi Mn.) \ 4 :. 8'Min.THICK REO'D. �" 't /` POURED CONCRETE \ . \' $ Min. THICK R 4 4 EXiOM {-c Ksi Min.} CAP �� E ma�^ \ ` \ '.. . . „ 27 3/4" NOTCH WE9--Min. E.D. a. (TYPTOP,OTTOM}z m. 7 3/4" Min. -�:D. \� _. V.. 'LO "x3/6"(6061 6 ALLOY) aN, rt`MUn ANGLE EA. SIDE. N tV Ir k \ (jj�t ALL MOUNTED SHOWN, MAY.BE'. T Fy EXInK MSO INSTALLED TRAPPED MOUNTED .r GLASS ' `EDGE;IF APPLICABLE u PLR SECTION O'-0' ON SHEET 8.) SECTION X4-X4 Wl,• 2 y� �I END 8c [NTERIOR MULLION, 8 w t/i6 XNX m s Mn ED ;�] t/2"xt i/2"xff:D62°xCOFtT.NUhty _ (• $IE3E(€Af1 {IfST 5F$tSWN,.,FOR CL(+R(T1y 7`3/4 it.:..___.- c-^ '-' % . 'ANGLE W/.1/4"6x3/4"1TW•EIIUIOEX . 2 MIN; -D.; ,� t "^ TEK.SCREWS ,'14"G,C. i0 TU9t: . j" CONTINUOUS POURED - ` CONCRETE(ec=3 ks7 Kf' ) 8"Min.THCK REO'D. 7* =-- ` X4 . (ITP.IDPJBD1Y m I 1/2" 1 1 2 (TYP IDFj tTtAi) ' ' 7 3/a MIN. ED. �' 3 `4 x4'x3/8"z0'-tD`(6DBt-T6 ALLOY)A;um.,Atdi a •EO ETd `.EA SIDE W/(2) 3/4'Is THOU.BOLTS T0'MULL; �, \\;. "� 4�..-.,,» ;de(2) 3/4'd KWIK CC-LT.Ti E3CPAH3IDN ANC [f+gti`iVe:ooity Hurrioona,bm)' v .� .\ ,\1" :>3j/ 5"Min: EMBEDMENT,TO POURED CONCR^ �� i� C2E%[R Bi£C'f7 HVC 'mvwm DYc \CRI +.�qp �s�p EDGE'IFAPPLICABLE-/ _`WALL, (TYP:.TOP&BOS'TUM), �. / ,.,.,»».. � GC{hB r�i#+CIS_ WALL IIROUMTlRiC7 MULLIQPJ s? 4 Tt(3 - ? � / y @ f� _ c6lstzorx .. # IG +�tt$C�. q DATE. POURMCONCRETE AVM ' fr _a W"" " icur scsi uc ..raves ntc'caunaur EXP :S11.nER SERVICES'INC. SEOTION W-4. ii STATE aea.w, rt Ka RrJax c:n xrtrz PDRT ST OG SeuBa ^.�� , rcmrnlam rw asxpn-tor x' 20-D64 5t y .-na>um ea r ec•`' Daawmw w END&)NTERfOft WALL MOUNTED MULLION INSTALLATION Gl��+t. CN sEAt/SlrtalYwDa rLc r� i anth7 , sutcr ix Dr tis .. ��.. EDGE If APPLICABLE t 2■kUtilDN`DEPTHO Cbnt APPLICABLE EDGE IF' ALUM+TUBE(TOP k BOTTOM) W/ � v ITS,tl TAPCONS XL.kW/:2 1/ �..t/ 6z3%a'fTWo, BUR&VAtEK;SCfMEL _. o;c: 'f W%t'b.6,v0.tln1"GAIVAPiIZED,STEEt:: WASHER 0 2e— *. l Min. E.D 4 3/6 in. E.D. 4 3 E �L— > i u — f�� MIN:.'E:D, C=NUOUS POURED cCNcRETE;(rc=3 W H.1 --- 1 \ Y.` I r mn.THICKNESS ' _ \ FXIERtOR 1 _T_ _ _ i / .., 1 Mtn. ED. I E t.4":.I} -END CAP 4>3/B'Min.E.O. a � CONTINUDUS.POURED CONCRETErc=3.w Mm. r ( ) H THICKNESS N REO'D: 1 EDGE IF APPUCABLE�.. J.J N SECTION X444,W/ . N' �•� r (WALL.:MOUNTED SHOY/N W. IN[ERIOR MU ONE DOSTINc 1; 4`I]J eE ALSO INSTALLED TRAPPED; W1 ORIENTATION A...21 MOUNTED PER SECTION q'-t3'` ON SHEET'8:): o ! EXTERIOR _ W 5EE MAKIh}Upa (INTFRIQR iraALL MOUAPTED MUtL119N S)PAN,- q E COVE1iEiI Di1( ;2fz`FOR IN5TALLATIG}N CASES 1 & 9 I Qt�T S 35 fED L MULLION SS'�Cl9c,_AND Q/8 Q!e: SPAtu INSTALcltTlotyi 1X1T r CAg E :—RESltifNTIAL.AND COMMERCIAL, 4 3/8" M n Etl s T�c.s�/2"zl i f2 X0.062 kCON .ALUMS ',APPLICATIONS WITDH t$fl$ plSSf AFiGLE .,W/ 1i4@x3/4 rrw 6UdUDEX `„1AXIb1UM AS.D ESIPN URc INSTAl1ATtCN..:. MIN D - x TcI{ BCREYIS 9',-2e oc TO,3'jUiTE -_ ® �ACING.t MUR VALID FORT CO c {1NNTD L:_` ! 4, _ POwER�FASTE ERILTI INC FlktS' H pR ` X4 X4 S WEQGE $O(T (nP:toP/e0trouJ.3 1'/2' � � I (rm.rcv/amra+)' ANCFIORS , fNSWJLd tM 0SE U COMMERCIAL APPLICATitijN' C0 s 1 DD 0 i r I ps f llA7(IME3M19 A 5 D DESIGN PRESSURE RAT(NG &-0 4 3/8" �: (z) 1a xwt�F 7'rz ExPAtiS1aN.AHCHoft N�li MRMUM MULLIpN SPACING VALID`FOR CON4'EQT{DN TO MIN. E.D. �: .,t,1d/2 Mfr "EAfBED>dENT'TO POURCD CONCRET,, i1 COh}CrtETC W,/' HIITI INC aorom KWIK BOLT TZ ANCHORS EDGE IF:APPUCABLE. + .yTiRIUotI PGUF�D ,. It Sl DE RAILjD'1 NDT 5FtbWN FOR CLARITY ` (re a u�un} ,�tiulltf Min.T1iICKkESS RECD' IA //i L/'t//; _. .FLCab1l,8U¢hfNC_CODE'.{Nrgt Bath Valou'ty Huir'wcne 2cno) g WALL MOUNTING:MULLION. •y1 �10Efvs� 9%' o2aco7ciEwwc. c >I ocA"Orr POURCONCRETEWALLr . a W►. secT�oN:W a t4a 441,E d 1 � "— 4 se O INTERIOR WALL MOUNTED MULL1ON�INSTALLATION ` - NLL VCM—.X—EENING COMPANY EXPERT' s U. a SERVICES. INC. z o; �STATOO te.` y ,. eM �w. i skt wcrw cumF+�n.sine eae s w vnnTpartc oR ve.. n.nuF I,av e.. tT-s7, ZO-064 . •� �+• _' r meH+eRx<focl,com Pw 3T um'n^'34'. APPLICABLE TO:A LIMITED LOAD,WLLI0N SPAN AND MULUON SPACING IN I;A°f46�It >w. ems,,, Tom= Tom: + °µ+me X° .. { !/�,`-SJQ�,IA.. ` �P:E.'Is At/r'GNA1U[iF/DAi6 _ 'LIEN A. 'A-P.E SkM SSA Of 28 .. /A \A A'.CR�C4Lk. A4t97- a�aw TYPICAL MANDATORY PROCEDURE FOR VERIFYING PRODUCT CODE COMPLIANCE RELATED TO ITS INSTALLATION INT0,.EXISTING POURED.CONCRETE OR GROUT FILLED CELL CONCRETE BLOCK STRUCTURES (*) STEP I:OBTAIN JOB SITE'S A.S.D.DESIGN PRESSURE RATING(p,s,1,)FOR THE OPENING AND DESIRED SUIT PROCEDURE 4b:IF MULLIONS'ARE USED BUT W/O STORM BARS SPAN"L°(f)TO PROTECT IT(SEE GENERAL NOTE$2,SHEET 1). 1.MINIMUM.SEPARATION TO GLASS FOR SLATS IF MULLIONS ARE USED BUT W/O STORM BARS SHALL STEP 2:ENTER TO CHARTS (la, lb & Ib')THRU IC ON SHEET IS TO DETERMINE,BASED ON AN Ire BE BASED ON CHART'Ie ON SHEET 1 S. IT SHALL BE MEASURED FROM BACK SLAT SLIP(m),ANCHOR TYPE AT SIDE RAILS:A.S.D.DESIGN PRESSURE RATING(p.sl):THE. OF SLATS TO GLASS. REQUIRED MAX SLAT SPAN"L.°fl. 2 ENTER SCHEDULES 1a THRU 2c ON SHEETS 24,26&26 Wl A.S.D.DESIGN LOAD;MAXIuIUM.MULLION THE FOLLOWING INFORMATION IS PROVIDED AT CHARTS I THRU IC TO PROCEED WITH SPACING(MAX..17,8'OR Try,AND DETERMINE MAXIMUM M LU N SPAN(HEIGHT)WI ALLOWABLE PRODUCT INSTALLATION VERIFICATION: INTERPOLATION IN BETWEEN SPACINGS FOR A GIVEN((g, & ).MULLION TYPE& MULLION ORIENTATION. • ENTER A.S.D.DESIGN PRESSURE RATING:SEE STEP(1)ABOVE. 3.SEE SHEETS 10,10A,11,11A,12,12A,13&13ApFOR REQUIRED MULLION CONNECTION DETAILS AT • FOR A SPECIFIC PRODUCT MOUNTING FOR SLATS SPNSTALLATION AN SHALL BE CONSID INCLUDING ANCHOR TYPE,THE TOP&BOTTOM FOR FLOOR TO CEILING CONCRETE FOR A GIVEN MULLION TYPE(TRAPPED 4).ED}OR L ,L MOUNTINGS OF MULLIONS INTO Lffm:THIS IS THE MAXIMUM ALLOWABLE SLAT SPAN FOR WHICH A GIVEN 112"SLAT SLIP MAY BE PROCEDURE 4c:IF BOTH STORM BARS 8 MULLIONS ARE USED USED,FOR A GIVEN A-S.D.DESIGN PRESSURE RATING. (:MINIMUM SEPARATION TO GLASS FOR SLATS IF BOTH STORM BARS AND MULLIONS ARE;USED MINIMUM REQUIRED SEPARATION TO GLASS IS PROVIDED ON CHART le;PROVIDES SEPARATION SHALL BE BASED ON CHART Ic,ON SHEET 15,IT SHALL BE MEASURED FROM BACK OF SLATS TO TO GLASS FOR PRODUCTS W10 OR W1 STORM BARS(SEE STEP 4). GLASS, STEP 3:OBTAIN INFORMATION ON PRODUCTS SIDE RAIL ANCHOR SPACING REQUIREMENTS FOR 2,ENTER TABLE 1,ON SHEET 22 W1 A.S.D.DESIGN LOAD AND STORM BAR SPACING AND DETERMINE, CONNECTION TO EXISTING STRUCTURE FROM ANCHOR SCHEDULES Va.Vb&Vb'ON SHEETS 16 MAXIMUM STORM BAR SPAN(HEIGHT)_ THRU 18.ENTER.SCHEDULES WITH FINALLY DETERMINED ANCHOR TYPE,SUBSTRATE,MOUNTING 3.ENTER TABLES 2 OR 3 ON SHEET 23',WITH A:S.D.DESIGN PRESSURE RATING AND STORM BAR TYPE,A-S.D.DESIGN PRESSURE RATING& SLAT SPAN AND OBTAIN MAXIMUM ANCHOR SPACING (INCHES ON CENTERS).SEE GENERAL NOTE 7 ON SHEET I-FOR ANCHOR SPECS. SPACING AND DETERMINE APPLICABLE OPTIONS FOR STORM BAR CONNECTION TO CONCRETE TOP &BOTTOM,OPTIONS PROVIDE ANCHOR SECS AT ANCHORS TYPE LEGEND FOR VARIOUS ANCHOR STEP 4:.IF PRODUCT INSTALLATION INCLUDES STORM BARS,MULLIONS OR STORM BARS&MULLIONS.THE TYPES COVERING PERMANENT(ANCHORS A B.D)OR REMOVABLE(ANCHORS B&C)INSTALLATIONS FOLLOWING MANDATORY ADDITIONAL.PROCEDURES ARE APPLICABLE. --&A CHOCE DF2-,OR'41ANCHORS PER CONNECTION DEPENDING ON LOAD AND STORM.BAR., PROCEDURE 4a-,IF STORM BARS ARE USED Ai,ENTER SCHEDULESA i TI1RU 2c ON SHEETS 24 25&26 WIA.S.D.DESIGN PRESSURE RATING 1:MINIMUM SEPARATION TO GLASS FOR SLATS IF STORM BARS ARE USED SHALL BE BASED ON MAXIMUM MULLION SPACING(MAX'.,121,81 OR T);.AND DETERMINE MAXIMUM MULLION SPAN. CHART Ic.ON SHEET 15,IT SHALL BE MEASURED FROM BACK OF SLATS TO GLASS. WEIGHT)WtALLOWABLE t4TERPOLATION IN BETWEEN SPACINGS FOR A GIVEN kil, 7 &M). MULLION TYPE&MULLION ORIENTATION. 2.ENTER TABLE 1 ON SHEET 22 W1A.S.D DESIGN LOAD;STORM BAR SPACING AND DETERMINE MAXIMUM 6..SEE SHEETS 10 10A,11,11A;A2,12A,13&13A FOR MUL.LJON OONNEMIO'J OOAILSATTQP& ALLOWABLE STORM BAR SPAN(HEIGHT). BOTTOM FORFLOOR'TO CEILING TRAPPED)OR WALL MQUNTINGS OFMU it, CONCRETE Fo4z A GIyEH MutuotT rt (b;, ,o.& ) LCICINS. 3.ENTER TABLES 2 OR 3 ON SHEET 23,WITH A.S.D.DESIGN PRESSURE RATING AND STORM BAR ' SPACING AND DETERMINE APPLICABLE OPTIONS FOR STORM BAR CONNECTION TO CONCRETE TOP&BOTTOM.OPTIONS PROVIDE ANCHOR SPECS AT ANCHORS TYPE LEGEND FOR VARIOUS y PRbCEDURE PER STEPS I THRU 31S SIMILAR FOR INSTALLATIONS INTO WOOD FRAME ANCHOR TYPES COVERING PERMANENT(ANCHORS A&D)OR REMOVABLE(ANCHORS B&C) STRILIG 1RES:SEESHEETS 26&21 FOR LIMITATIONS APPLICABLE TO.INSTALLATIONS INTO INSTALLATIONS&A CHOICE OF 2 OR 4 ANCHORS PER CONNECTION DEPENDING ON LOAD AND, WOOD FRAME-STRUCTURES. STORM BAR SPACING. (UII#�4� FLTiMDA BuLmNG C00i(N.,,ffgn Vcicclty Burr,=Ae ZOO•) .�`�P, �1GHEM5'c d%f bmoTLEcouc: NCr "n )WH-sSbtrldfr sla- ovinoto No.4418I�, _�C' ]� •M �+'�ry�'-•AGM,�' 11410 ICS"NCB[NCFNtFMNO COMPANY EXPERT SHUTTER SERACES INC• STATE fss��w um a as wu. v rocs n.we• tsn:s w W uruth t'D vE 20-064 S.0: C .fw. ttNYf f..,yq.rn:(:o6rin-t6]i TWAT R.LmL FL SAS-A • r '.'r7keco6ad_ ,—v u=744m,ilk:MAI 6'fl- w 6(LLMCN Na n J4S .l—#Jr.°E 9NfF.r to 026 r�r�9�sc1'7�i xt '• C'�t��l`.E.SFJ.LJ3IGttATUPJ%QAT£ FtC�Rte t;�. utei L//7tHIFINIIitilt .. SLAT PERFORMANCECiHmTS..I$, Jb. lb' & TC:,tONLY VALiD FbR 1/2"SLIP) FOR A GIVEN A.S.D:DESIGN PRESSURE RAT►NG'(p,E,i},PRODUCT MOUNTCONDiTION MC(CON6 ANCHOR TYPE AND FOR INSTALiAT(ONS:46ft-W/O TO PARR- _. S TO CHART Ia GHART Ib CHART Ib' CHART 6 115E►WUSAtH s E AS.p UTAD USE NaXMt1 P!OBf1R'E.A8.0 U,ttA:YlslllE.: 3/8"Rl KWIK BOLT 3 ANCHOR: s118^o tAPCON'X ANCHOR s%f8°a TAPCON XL ANCHOR' POURED CONCRETE Ta m coNcrtcte ;o amur Fun cp1 coNCREIE M,= MAX.. MAX.SLAT SPAN - MAX. SUIT SPAN REQUIRED 19N.M7ARKIMIN'TG GtAM, A.S.D. °LMAX' (FTj `Lji1AXa!(FT), Aim..(FT} MFJISLIREII TO':,r OF MAT'(t- OESI[r! _.. . Wall ttW+Pm IttAl3-0Ur �.YiD-ttttl' tWR1 T>?fPPEQ .BQIn-atv ..WAL ,_Tx ED �' _...W 0 STORK BA S W S7IXiRi'81RS RATING ter aouNr IM�It r "$a W/@ ROM � W"ff T `u�s'r w@ mmw t�uur �+T�r kpmr W/@ ...0.z "tFa+D zoN=.am z Vista 2e� (psos¢NNM# SIX a rs# SEE NMP* w wn# sm MOTS# $S a alea k 'LI g sx:a a# .sm calm 4 ax uatw# szr�1J ANORs* uoTec+R .1-3 20'-0 2Ct p t3'+ 2D D i8 0 0 18 6 t w., -3 _ w ;20 11..._. tS-O...m. 1$ U 16 3_,,. ^al 0 _.I _14 1J2 b .7 __.. - -__40.0 20'-0' I" --2° IW-7 16 6 26-0 14: 5 T7-b ..W 4 1D 18 'I1 14 5 1+ 10 12 9 1 Td Pf2 8 T _... ,._18-0 iS-3 24-0' 14-Y i6-O' T3 9 17 4 t4 2 13 9 1S 0 -7 6CiA ... iS- " .93 1' -12 91f f1" t tt�i lf2 6 7 -, 930 20'-0' 14•-8' -8.....,. ._73._4 - t?-9 12',^F 43 i1 12' t tb D i2 4' ... 12..0 . T- 80.0 19'-5° 13•-9° 14' 1]' 2' Il-8'„,.-tT 410 fl m1t4 1 ' 6 .7' BSA 18'-+' 12'-11° 13'-11 11--11 : 15-8 1.1. 0 t2 �,,.., itY 11 171 t i 1'-0' 70 TQ ,., 9 6 �, � 1 � t¢ 7D.8 11'-4" 12 L __.13'-3 IL tD 4 - 8 0 t 'ti f 8 7 75.0 11..,7,, 12'-7 10'-10 14'-7 1O-Q 1a 4 9il„ 04,2 4 ry -,••1d0°� ,.9 .7 80.0 15-9°. ... '1-t'-U'- 12'-D 50 5 - t3'-7 8..5 10 14 9 7 ;17 7•�, g,-5• _._9 3 ;y8-6...•" .85.0 75'-0', iD'-6'� tt'-7 10-0" Y3'-0 $ J t0' S -9' 3 ,'..1t 2 -a3 3 9 0 60.0 14 2 10 1 17 2 8-@ T7 1F R. 1ti lit. 1 6'. 7t :tO 0 8 10 8 70 .8-0 1 1[ :/1 6 '7 :8w.O 11 5 3 8 tQ-9 9-+ 12:0 _. _. 1�.0 T 9�. 8 + 10'-5 ;9,3 1L .8 6-t S 8'-b - to-08 4 8 3 7-fi t 12° 6 7 4034 T2'-2"' W.I. w-5 8� 9u 1Y 3 ti=0 9' 2 8 2 9 8 B 0 6 q0 7 4 1 11 1f2 2. 11S.d Y t 8 5 9 8 8-4 12O.d 8' 8 t 9 3 6 2 7 5 7 8 �6 10, 4 11 6 7 :8w2' 7*-4 )-:0 .8' p : 7-Z" 8 S 7 0" »,.,:;»7 a___ 6'`6 i jR 1/2 _ 6 6 70 T CO T 1 8 2 8 10 7 0 8 4 T-S° 10.]/Y fi T _..,......m ....._. _._..,_...___ ........._._... to - 1 10° 6 r 16AD g•_p• T 4 ,7 9 - _ t 6 Y 1€6 8'-3•. ' -. T 10 7 gyp• 8 3' - T 2 1 7 1 10 fi 3 7',-8• 6•-<t9 .. 8'-p•. ._ 7' .., t. .. t0' 6 ,.__.1._ .. Y. ABM INTAC ATEO•MAX.`SLAT SPANS MAY BE USED As`.LONG A5 ANCHOR,SPACi(0,S(;tt MULM.ON SHEETS 17 & 1 e INO{CAFE'TWIT: AN ANCITOR SPACING 6 ArA1LAB�,E FOR THE CORRESPONDING SLAT �1 III SP.M AND'A:S O..CE-'^ PRM- VRE RATING. 1W /iJ FLORIDA BUtiDiNG t4UE{ton gkth.9e�city Hur icane ZDne} G L 2. REQUIRE i SCDE RAjLS FASTENED To IXISTING STRUOTUkE•NTnT ' -, �J 12` � 3/8 f 1NAK.BOLT 3 ANCkNR M•5/16 i TAPCON XL ANCHOTt, INTO �., FOUREU CON�CRETE,OR.GROUT FILLED CELL CONCRETE BLOCK OR Z ?4 d �' Raf1uC9S6>rHotSgsAlm, oe/e(sozo t=trFl tJ<o i7 SCREWS AT WILLIIONS CONNECTION. YALJL FOR Np.4 167 J, _ awe• �t EXPERTSHt11TEt2 SERVICESATr *LL.W)UMT0. TRAPPM MOUNTED,AND BUILD OUT MOUNTELI,. #: ¢ � rwr ttsnra s£nc:ro[iwna caMPanr �' INC.tNC /r�•'-*,,;E,.•��7 .�w >�,c��9r..i1p1rAsi+m u':� Asa s.Mc vnurr.cac came 20-064 Paut r,_war.r� xseb 3. IaAsitdUea SLAT SPANS FOR iiSiETZMIDIATE LOADS.MAY 6E �TAT � .��` :f ^8"G" 2re`° wa¢r fasn ins-sam.rar.�fmY nti-cv¢a D.aaxmo ron u7rERaAINEA_By LINEAR wTERPOLATION BETWEEN END VALUES; + O•,t. `CGRI0li" �@, � vy c a rater Pr. �"' m"°°' "" a' """"' °"` sNcrt IS a xa �'SiS.ii'r..°•„1:5� �P,F. Sc_W.JswrtAYURE/134'f .Aw.sau�L�,¢ r� o. r�.. / i 4�r�: .•.. ... / y♦ .. 'rrNtt111HttItLt MAX.ANCHOR'S SPACING SCHEDULE V8 FORA GIVEN PRODUCT MOUNTING TYPE;VVl 3/8"0 KWIK BOLT3'ANCHORS TO POURED CONCRETE WALL A.S.D.DESIGN PRESSURE RATING&SLAT SPAN RANGE t WALLMOUNT. -:- .... SLAT SPAN.RANGE 0ESS0F!.PFMM FATMO� 0'-4't > 4-5'f; >5 6' > 6'-7 t > 1'_9•t '1 9'-1.2' -> t2'-76't > � 16'-20't , 5.30A • >31-40 9 9 -9"-.. ... 9 9. .g - 9" .. 8" >tt-60 g" _ 9 g g• 9 ...9".... 7" 5 5/8" .._;�_ _e____ ......__. - ...___. -9• 9 - 8-- _ 555/8" 5 5/8" SLAT- fi H.QFE:. 9 _ 4 `—"" �SPAN� 9 9 �.,6 t/2 S/8" A ' >7cs-12o. q 9 g 9 s g . _.._.. -- _ �r— ——� G SIRTD ADE IGN >t2t-tao s" 9 9 8 7 6 W� .....`... -__..�.__ PRESSURE RATING SHALLNBER I >tat-tso s INDICATEDEXCEED WLATs^ 9. ` �^ s ON S SLAT SPAN DEFINITION PERFORMANCE CHART ON :RAPPED MOUNT SHEET IS., SLAT:SPRN RANGE AjR p� 0'=4't > 4 5 t, :>5 6'1. >6'-J"t > T-9'T >.8 I2't.`- > 72'-18't > 16'=20't. E x z&o .. a" .._.._.._._._.._.__ - _.._,........_..,_..........._...l.i�._......._.._._._ 9" - _..,_..__..a 9' 9" o" >ai so 5 9 s .......... S g" 7 t/2 W _ _>st-eo g• L>106-120 'BUILD OUT MOUNT" DMW SPAN!RANGE > 4'_5't cr >5-6'j... ..., . 2d"t,>_8'%T f -. (pttt E E E E E . .: E E _ : .; E E: E E'-.,,.; ,. •;E 30,a 9 g s " g __ .._-._.. _. ... .._.__... 9 9 9 9 7 1 6:: B 5/8 5 5j8 3 5/8 at o0 9 s s s 9_ 1 $ 0 9V s 9 9 9' 4 9 9 7 1/2 7 a/' S 9 5/8 5 8 5 5/S s 5J8.5 /8 _ _ >st so 9 -9 a 9 9 q s _ 5' 9 9 '8.. ._.._ ._ Y_>at 1as 9- ..••• s, 1. 9" -9' a a es r/2 5..3ta s o/9 s.515 Ufa s s/a^ 9/s,..� >12 5f8";5..5f8 t 1.40 g. y ...:.9 9," 9' -7 5/8' S al8: a.5f8. _ _. ,7 z" s a/a s...3l4 _y a s�6. s s/s's s/s• ? - / tiltilCll/fGtrnni. .. ...._ .'fiC1Rt0A.BU3t1NC ('N6n moh Velocity Horr!eonc Zone) L"2o7R Ik.TEC4:hl': - • GMwN in: d mNc. �'. :.. ivoJunssa�n�rsys�t: Q6/s/mv �i .j!' f1'� Tk=17•TF-a"tNl6 C LNG M€CRY.3 Ci%1PhMY EXPERT SHUTTER smvlI+ES INC. cxa.a:xm.n v.sr voc'a�t s+¢e+x.rr x::nn Ff+!t 9 th.Y f�?tl0*L ORSYE -C+ �IAI[_ii /rf m"' 1 'n�iv... tt�r r...�st 20-064 -Ars i.e C rd H vsc�ns Ha'1)AtT:-esat D:AYANc Ro �., S1 .•�< .? rw�.n tEt�::.n{ ate. SEyv,fSGiwiTURE/LI.SSF,. FCGRY1i ic•.1,ut�t _i m:wu sxect+s of z� MAX.ANCHOR'S SPACft&SC-WULE Vb. FOR A GIVEWSHUTTER MOUNTING TYPE,W15MB"O-,APCON XL.ANCHORS TO POURED CONCRETE WALL A.S.D.DESIGN LOAD&SLATSPAMRANGE t WALL MOUNT' �f FcT SPAN:RANW . . ..- tac. , assa€ - .o'-a r >q•-s't >3'-5 t >6 f > 9,t- >fl'-ia t > la'-ts.t > t6'-20`t 3o.a � _ :. :g". 6. .. .. 8"... - 8"� �� 'f3"... .. .,8..... x•.rja"-. S,t � teta e a a s 4 33,4_ yti€ NG 6 8 8._ .._.._b r 4 1 2 3 4 3 �.... 's t SLAT SPAN.FOR A _ _L SLAT _ g` S:, 6 5j2 _ 3 314 3 3j4 t�SPAN.._ . _,_ R+EPi AS.II DESIGN .i'j-tzd 3j4 W C SHALL j EXCEED MAX _, _ SLAT SPAN INDICATED ON SLAT PERFORMANCE CHART .....,:. _.. - ON SHEET 15. SLAT SPAN DEFINI110N TRAPPED MOUNT ,.. SLAT SPAN.RE` 1 .. . t >a-stfi' >'a'- t > 6 a r > x s:t` t > Ia ds't 7 1s-2c't , z:3QC 9 G- 6`' o k•- Ij2 6= 13tlil..67 60T MOUNT SLAT SPAN:RANGE r 6_a'T. .6 b :S 6 6 6' .. 6`. 6. 6 :6If^' 3f4 ._ ..n._- _._ ..._,..�. .........� ........-.. .. .....,.-_ _ __. _ >31 +o +,• fi .. 6` 6 e 6• b. 6 : t e 6" 6 6 .E" 6` .3 3/4 3 3/4 3 3ja S 3j4' ..... .._..,_, ..mom.._... ._.�....._ .. ._...,...........,_,,,,.__.. ........._.._ .._.,.,,._.. ..._...._...... .. ,_...,_.... _., _ , ., ...... rat e�. 6` &• :6` 6' 6' b' 6" fi" 8" 6" 6": E" 'F3°. b'- 6'" """'4•'"" &•`'3 3/4'• 3 s/4° 3 3f4" 3>3j4' � ,.. 6 s Ufa s e, .._ 4..., 3J4°3 ,4 _:.., 3 /4 x $f4- ...,. . .. ,. _ 3ja 4 I t2 4 I/aw' 3 31 3 3/4e Y sjc s n f� a/i" �r -. ..u 6 6 6' 5:'s/2 5.3f'i'=5 3f^r, �r 4,12 4 i/2 4.4 j2",3 j4 y 3j4 3 3/4 3.3/�'" _. - ,_,, m_._, _„. s >12t,11A '.6` ..CSC. f4 •_1;.2 ..._...._..... __ _--•- ..•:....... ..W...._,-..- ,,._.._.._. ...,.. ...._.:,..�.., . 5 a ` a• q .•.tat-lt0 8' 6".. .. q.T/ 4"i fq ,3 3 4. .:4' 4 3f4"-3`Sf4 tliliiit}aa r•tC ��h -.._. .. - - P1CbCilt BUttC •LTUE iN4n EtigNYeiocky Burr€cane Zone} _ . ,��, ,V G.t•I ��_• y8{�L s,. ��J._ ,. gez rs€x"o WWI oaa�m.�. BY.autilus 0 'T ,uo+WYrWflwrR •'-.�Qtfi.�x•�flrtfl3'.3�Sf477z GSfB/1020 i e�uNrAtre `EXPERT S14UT CER SERVICES Mc. wrz Sf STATE Or Kr*` a axc•;ca.r•ei•�:.�.•. 20-064 Pat. 3r0 t o"WINc No �` `(r e:FN7'.kA7t4 drip`ow4 7m- if,rA0.t€r4!7f-CENli- f c�1 J �'�•� �.-- xLT°?,i t4 r Jr:v.f- wmv*m. n urt .r5' ••• .•• `•a�•`,s.E. SEa�.,i5�'u [t:EiE/C,47E 't.arDi c�;. f ut+gym�w+ secs tx or zs ALE'. r _ unt€at MAX-.ANCHOR'S SPACING SCHEDULE Vb FOR A G M PRODUCT MOUNTING TYPE,Wl-5/16"0 TAPCON XL ANCHORS TO GROUT-FILLED CELL"CONCRETE'BLOCK WALL,A.S.D.DESIGN PRESSURE RATING&SLAT SPAN RANGE t :,WALL MOUNT oEacei SLAT SPAN.RANGE.. P RE TM Q'=4't > 4'-5't >5'-6'1' 7*-9'f:'. .? 9 12;t• > 12'-18't 3 16'-20'f RAhm(pm.L) s 30.0 _ 8• 87 4 1/2'. >31-40 S. 8" - B" - E 6" 7 4 1/2' - -->et so 8 8 8 6 8 _.4 1/2 - - t 1/2 mrvM .._. SLATMAX. SLAT SPAN FOR A 8 7 9js 5 4 - - GNEN A.S.O. DESIGN ._. >to6-120 g" 71/2' 6 _ 4 - - .._ SPAN PRESSURE RATING SHALL Ndi1B EXCEED MAX. SLAT >t.t-... 8" —6 ._ 5 - _ SPAN INDICATED ON SLAT PERFORMANCE CHART ON - - SLAT._SPAN DEFINITION SHEET 15. TRAPPED MOUNT SLAT SPW.RANGE' PPATM itessm o'=a'f >4'-5't >s-6 t'c >12'-16't > 6 >31 40 6" 6 6 5» 6 4 1/2" >41-60 _._ ao 6 6" 6 ...,.___ Sat —, . 6» 5" 4 t j2 - 6' B 0 4 1.2" I. 4 1/2" >121-140 6».._. 5 .:''4 1/2 i 3 3j4' ... . ,._....._ ......_ ... - BUILD�OUT MOlJNT DEMSLAT SPAN RANGE. MAX. :. �;. PRESWaE .......-PAlM ..;0 4r.t ,.�.. ....->4-S.t• .. > 5:-6't. >..6'rTt - >.Y.ry't: y.8 i2;:)' -> 12'-16't RWM' L) E 0, ...!= '' E;: E. E .L ,( ,}. E. ..:�E'.:, iE. : .fE, E _..(E E;5,30.0. fi g 8" 6 6.^ .6„ 8. 6' 6�.........6" 8° 5 i f 2' 4 t f2° >3r-4o 6" 6 Sri 6« 6.. : 6' 6" 6' 6' 5 6 B. . 8. 6 6' 5 1/2 5 4 - 4. - - 5.1/2 _5 1/2" 6. 6' ..._....6 6. 6' 5 1/3 4 t/2. _ .. ,3 3/4' ...-- - >Ot'-80 5:1/2. 5 1/2" 5 1/2 4 1/2 5° 5 � 4T_ c.e...4._....... 4 - :-, - _.3 3/4" -: —...... >e1-1054 6. 6 6 6 6` 5 i/2 5 t/2 5 . 4 t/2 3 3/4 3' fd - - _ -. - _ >tos-tw 6 6 .5 6 tj2, 9 if2,4 1/2 4 1/Y 4 i/2 3 3/4 - - ---" I >12i 14o fi 6 5.'tf2r 4...., d - .... ,3,3�4° 3 3/4 >141-160 5. FLOMDA BtALLINC C00:(NOR r<VoJocity Hurricane Zone) us ��t``��ES c.cc¢nttca.vs. Ro aua M.P. r �' �"�Q''.tt�e. j EXPE�tT.SHU TER:S€RVICES'INC. vAte Twr catch txcrFtauccOttraNr cJ'• STATE OF i{ `�'r��°C�°imiw.r"a m�n;,iJ100 ean6w nrortecorawe 20-064 %�-. maa txixaC.xa rom. POrtr ST WWI.FL 34484. Gt' FILtRt4£ uc¢a�,g F¢•i tssol r s.¢x.ra:irr� rt+avw ORAWIN¢N. SGsL/SICUTURE/GATE. warxt.r ,U r LZE F, era.. a,... R in or2e `rrttiliitlfttt SCHEDULE VC: Vx FORCES(Lb/FT)&Vy FORCES(Lb/FT)ACTING AT JAMBS FOR AN A.S.D...DESIGN LOAD RANGE, SLAT SPAN RANGE FOR, POURED CONCRETE OR GROUT FILLED CELL.CONCRETE BLOCK WALL BUILDINGS (USE MAXIMUM VALUE BETWEEN' POSITIVE AND NEGATIVE A-5.D. LOAD) MAXIMUM A(IMU SLAT SPAN RANGE DESIGN PRESSURE 0'-4' > 4'-5' > 5.'-6' > 6'—Z' > 7'-9' > 9'-12' > 12'-16' > 16'720' RATING (pst) Vx Vy Vx Vy Vx Vy Vx Vy Vx Vy Vx Vy Vx Vy Vx Vy. s 30.0 10 60 10 75 165 90 238 105 421 135 594 180 999 240 1390 300 >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:K 509 210 708 270 1266 360; 1962 480 2553 582. _T. _ >61-80 10 T60 616 200 767 240 796 280 1007 360 169.5 . 48a 2422 600 2547 596 ....... _ >81-1,05 123 210 550 263 711 315 1142 368 1372 473 :' 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 — _..— _,.. _.. ..�.__ _ — — >141-160' 781 320, 11,186 460 11322 ` 48.0 1873 560 1740 SLAT a.SPAN .. �:_. *NOTE: IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR PERMIT HOLDER TO VERIFY THAT EJOSTING STRUCTURE IS DESIGNED TO SUPPORT WAND Vy FORCES IN POUNDS PER UNIT FOOT OF SHUTTER HEIGHT AT BOTH IAMBS. SEE THIS SHEET FOR Vx&Vy VALUES. Vy SIDE RAIL_ Vt__. +Tj(1iS01 �y iiibm�.BL•lmG 6 CQ't,(Aron ENI,'Volooity 13urri=nu Zang) y a 2c mmw att. Dawn,BY; s p art ;_ _ __ ...._�— t i us aP. _ �- , I \ E if RT SHUTTER SERVICES-INC. wT TCSTING i roGiNEEwma cow NY xa...va..barwu.,xrmDa.vA.. co's.* WTut'4c�ilC dRitx ooaltF+-uax'.r cmola»_,v ..Toxf 5t L.=L F`.t xt9Sa•; _ ,„. DR 08Ns m¢A 4dt4n6m•J tum DRAWING N9 •¢• 4t<',+ cb-+LEDs Fo w,mr.caD1:astsc;�{rx5 an-oeeD ..»._ vn �C 0 ri lib ` :r atix A n"ll 1,'.E �.f2::SEdL;jStkATifRl+1DATE its DA.0 T�<Fs� w.+-m.. .`. sNEcl Fe o<':tD - �FlJflltFttifllt(ttt , . 'SLAT PFRFCiRR1AkC'.G CHART 1bf'_-fie Ic1:.!ONLY VALID FOR�112"SLIPf .SLAT FERFORtd�1tJCF CkfAR'T- ]r,( �1„40NLY VALID FOR 1W SUPI.' ,40 MUM.SLAT SPAN AND• MMUM SEE TION TL?RA .OR A GFVEN WOOD GRADE:A.S.D.D�S€GNME URE RATING{o:sfi.BLAt fOitAQYF 36Rbltit&�-#df•„.31.dE&orm ItNE&41JSt,NATBJG{P.sgAD PRO DUCF4KIUNT FORAC�N''', lot,iktA.{;P:t�OCr(s»s"R€$SulLft4i� tk,iA AAiR.i*.'QttCT MOtIM COtdNit6Y#SOA;' €P:fB"i1ND PRODUC7M UNTt(£i TYPE"F R.. RAA,S L�JALLS;, ''ctJ.wG[TF $ Rty;SY,t.tex, ,.-:,w1g6t 'SkHS PERUE1All'20ELD'PY-:. _._ . INSSMLf�'tSOs` 5 7C4'?4t5kNG£,Rk>`rr;Yt ,8EL6Nt . . .Wf-Z`X4o.STUD %A TLC3N RSt,_._.',, ttO iRHS faxm LI Ctr ;Ibi ctnRr'Ici_ : CHART Iib1 CHARS IIel ,,, _... .. .!S'i uLl'i't '-.._ .5 _ •ETJ;4CfYtlrLEtt - G ASD .mat ' `YtlC!6YBtsIUY I61UE ffilEtl A4&WtA RADE DtStCN trax �r 0"q TAPCa4l5fl;4NCN6R. 50.0.LtlM YiAUE SUT TAPCA'�t'Xt Al�Cfl(iFt,' A�&'l1iK+ilE RATING tJD4Ni wott a Nf/4'TC{t!A �1 WOOD- _ tlPL oT18N tL .... FIEGUIREOdt4 5t+CT SP#1 t 1�4OtYARR10t1 - s.t.Y (P• actlx 4sa-eca! etsm znKs '>Rle tt>�. °rss°'eu'nFr'm ss ; ; m'eu ,m sz}utxN P€Ez;c ass). 6 DP :m) ... D - .f %a�f :.., + + * x/d:.sTol�ears tau -eaea wso-o,z €fit ctis-yet- RA111iC ito4'PFr .;> '�f rwj F/.' ++/ ' G Stt tJ {p,,>r,i,) ':timxa ttarabi(t$`lmtnbtero mtn ,eta ms" (Ps r:,::. . _..ta... ..a taet36 tti�i itp>•~wme wa xaar -3A0 tff;4 �;Q-d 1D-D _. 3U a f 4.'II ib O Ta*-d 7 7 ((L SSA -F V ^w 4 9 t 5 t 8 Y? 45.0 e++ �D^Q iG'='A iY-H i' Y t 7' 45.0'�. ...„�..t 3 � 7 t t 8',tJ8 r•�-- �"""� r �a-a to a t t 2- sdd: ' . r z a a s, fie•` L F 'S t €k t BttiA we tD.'wT ed:-0 id-t' .._ :t' T t • . Ba O W ..;7 5 =7v.t 7.-,5 t :-8 1 0 � �i A .:.. .. ...,, .,. :.. .. .. .. .„ ... a t � C t t ' S1AT PETI ct�y1ANCE CHAg7 I�( IbkLY,VNID FOR 12 SLIP) i<itFEACtVFkNR$Ist[bk tFPeA OFC9ChfP77KyiCddtf f>CaieP€G.D*sl}AND OR==MaUHS - ,� +•d€CC F��. }} c, . CONI WiF,i%i NLfit'At11sTSCiNSYkCtB£UpCAWMPER.6ETA8:70EF.ONf - p y �' '. #4 t ...e - MAXIMUM A.S d LIESIGtd LCAC VS t�M1fE3QD 6 iA&.SCIIEE ICE (' ' r{ 1 J G4#ARTIIT�3 CHART IIICi >' VALID FUl {fr.pf6j.. # x�?� �� a YR li�,PY ONO c wod m ds Si0LA1E?ttt R .{G.059} Y!7 R PEt� EFgi SdE,[LtO�j f vsM St0T3TAPGt7N%LA�tGftOR AS�A MW" s�JCE -xza5mt{aa�):, �OEiAIL2{EtEI�ATiQN}`; ++VAD OR oxaAs t uDt(csu+6j: . DETAII 7(E1 E11 7101V} ~fir ''bwL ►�t�e s ar s�eAtt : Tuallo ;( .. �_� ..•- -., ASD •isctx ( ). .` �"' 1lD t�R sdtts f `( �1 4. � A{^— o u I— ;! .. .:4'3,, Ywa x�aa wra m:c y '.. ..'r�''teN•0 '--'(` ,.(P s•t•), ,r^Ft[aa t,rw rgtltliS a[t aoxxu—RAMD ta• - ,• -�/,T-�'� . - 45A six'-d ir`=•a rz'-a 1- e' , �B6V„t'.btCA7EA i,VsX 51A:,SPA"IS teAY,St tf F„ ,65 t)DNG kS 4K 9R.'SSA"iRtG:5 k6S'tt.E'ab . - - UN��'i�s..� 2' INDiCATE"TRAT;A SPACNSG sS AV##�cB�E OR FFdE"C€tRK?ESr"CkvtStN�SIAT SPAS% krtx�,A:M D ,;a=~SIGu,'P.�E35t1ft�,tiATthC;.. f wavG FT"c A NIL: tO E ,E RLr 51RICTLY zip.f�CONOA�C _itT3l ECG GtvEtt Gt':OEFAaL " PRQAStONS FROM CHAPTER 23 OF �+ tL3JI2tD:Y 8Uli.Dltit: C¢tdz ;4yP¢tMvtM LEP{i;Ttl O".'" - - ;;T ..1TkEr� .>1DE 4E"4f�u`l€1' a^1ALL 4 5.3".a `a�� t �j r �' -'` •FLOKtDY BUitlNNG EQQE<'{flan Fi'9h':t'sbcity_.Aur6cans Zane) .•,-; MWN Bfa 'INSTALLATION INTO W00D FRAME STRUCTUR 'u"'" ��CEtf �'% - -la �f�c�dfffilk �P �° ,,p�• Aott 5Bn€tcrJ�trtarss . ai/s/aox€. t .,:�„_.._ ��r. E:4t it1II , .DATE 'tc.rr rdslNC e<. s ellfhNC COWPnnr E56PERT SIiU'iT'ER 'SERV{CETANC' 24-46d f a..t.'.l apse A<q. xa;w ,tc 1J a stt.R w W,)d DKC 1mv. aPrxitc w 3 t>}T `7 v GRrcaa'aancsrF •itlYEt'sr 4tY4„PL. a3al . .. a'... �+ CJ.-O5G 1tb (&Mlrit aH6.'A*,MI." vl z ate. m. .. •i��fl',$`� .••.• 'C�P'IsZ: E.wj54G'il.T'Jt�EJDATE' raeua. ./ ctc.,... _.aa-a.�.... gNrcr2atr2e MAX.ANCHOR'S SPACING.SCHED.ULE VI FOR A GIVEN PRODUCT MOUNTING TYPE,WOOD GRADE- A.S.Q.'DESIGN PRESSURE:RATING"(�Sf)AND SLAT.SPAN RANGE: *' WALL MOUNT,&BUILD=OUT MOUNT TO 2"x4"WOOD STUD WALL MOi N'T TO- "i q,WOOD STUD WITH MIMMUM 1I2"PLYWOOD SSEE^DETkIL!'ON SHEET 201 ;jSEE DETAIL 2 ON SHEET 20}' DESIGN S m SPRI RANGE DES( . SLAT SPAN RANGE WOOD GRAt3k: PRESSURE WOOD GRADE PRESSURE �' t , r RATING . : Im Cto4 :s4m5 >5m'C 6mT .syto8 s9tot6 >tut.W d ti to 4'>W i> SOUTHERN FMC#2 40 6"__._..._, SOUTHERN PINE: 4 & y.6 6 �' 6° e 3/4 4"ry (G=0.55). w_ 6, 6" s' . 5" S., q. ^31/2, 50 6" 6" 6" 4 3f4' 3 t 2 :.:.. ....60 ..., E._.__.-.. �_:. , el;.z:...... ...6 .._. .6:. 5 3/4" 5 4y. 3 3 4 '3 1 . OUGIA: rQJ s 30,0 6 DOUGLAS-FIR-S{1tR€ 300` E W 6'., 6' 6' 6 6 5 SPRUCE40 P� q' Ifti 3aa, 6" UCE PiME-TiP S Lmi �trt} 6 6" 6" 6' 6" 5 1/4� 4' G Q.38 .... G=D.36 BUILD OUT.MO.UNTTO2-XV'WOOD''STUDIIVITH M17MMUM I/Z'..PLYWOOD. (SEE DETAIL 2ON SHfET261 - SLA'C SPAN,;RANGE WQCIT f>RAIfE' S d-4` y 4 5 15-G` 7- Mn;, wautr: uaa+ w uaarr v �aaer r'"tWcart'r pert uamr r! ra7ua w YOltq. Yauti N im acr b rmcerr.' r rUMf' -"�0 0 " �"a' 6". E:." ':: ��.�: 6 :-. • 5 .^, 5 . 6 6_ a:6" .�.m6_�„ 6 t j2" 4 7/2 COt3TTERN PEEZ 6• 6g' 6 6 6 b S 6 G" r .$ 5 i}d 4 C 112. f5 6 6 6 6 C 6 Ea C S t�Z r 3�a 5 d o a 77 £ 5 t fa 5 e f S x 60 4C .. , SPRUCE PLVNE-'�54UT4 .t—.. �) rx �;,t _ t . .. ,,u,t<iC�,tilflttJJlFI� ... .-.'4L6fUUA:fj11t!6C G.C�t7E, 4 }i'NJY JOeify Awricone Znne). .. ,f,1( f c x n r.crc¢ OawN ay. MAx SPAN FOP SLAT roe?;' • *yy `GENc" I ISr A GIVEN'A S D DESIGN a t?RaIIRE RATT"lO„ShALd p�r�pq ... Rttftto ;SHntWaSysfem °°/ ?. �.'7 : Mr4e+YiAIC oa ncur•resrinc 'r ancExinu x `E"'`'SHUTTEIs•.SERVICES•11IC. SPAN St4t31GA ED j3Eti SLAT. .`' ?� !�l� : . tvssv w n.r xr+.rxss ui ;aas w.wus uat 20-064 PER OR,0 IC( C"#dlt�TS Ofi' yr '�tr. - n. e tta a mev. a ekti. ri a rsx ti 3 a�•nnpo onnwiNo m `' u t, sx.... .cmanm.•. ,avz, ew m rn r'. tctu RbF$7A, f/txRi4T• wraw SNfLi T.1 ef'iP TABLE 1 MAX.ALLOWABLE STORM BAR SPAN•(ft)FOR A.GIVEN A.S.D. DESIGN LOAD(p.s.f.),.&A GIVEN STORM BAR SPACING(ft)'* malaMuu A.S.D. STORM BAR SPACING (FT) DESIGN PRESSURE RATWG 2' 2.667' 3' 3.5' 4' 4.5' 5' 5.5' 6' 6.667' (of) --_ _. �.. .. .. .. _... 30.0 11 0" 11 0 11 0" t t'-0" l t -U" 11'-0" 11' 0 t 1 Q" 1 1'-0 11 0" THIS REGION IS ONLY VALID- FOR INSTALLATIONS _ 350 11 d" 11 d 11 0' 14'-0 11 0 11'-0" •1 0 11 0 11 0 - 1 0 _ ��J 1OR: MORE STORM BftRS PER SHUTTER.. __. 40.0 11 0 1?'-0 11 0 . 11'-0" 11 0". - 1 C-0" T1'-0" .1 -0" 11'-0"_._. . _. .m......__.. ...... ......_...........__..._..M..........:................._:. .._.:_._.__... W_ . 45.0 1 i'-O" W-0° t 1'-U". i 11'-G" 1,1'-0 1 1'-0" 11''-D" 11'-0"......................._.__ -_......._...__._.._..- _ _.......-_-__........_ _..._-..........- -_......_....... _. _50.0 1,1'-0" I1'=d" . 11'-0"_ 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'=0".. 11'-d" * CIS REGION IS ONLY,%LID FOR INSTA ATIONS ' _..._..............- ___ 2 OR MORE STORM BARS PER SHUTTER. I.55.0 tt'-0° ._ 11.-0" 1.1 -0 ?.Y'_0" 1 -0" 1'-0" 1..... 11'-0" 11'-0 11'-0' * __ _...___ _.__................ __ W_...........___ 60.0 1:1"-0" 1 T'-0" 11'-U" 1 1'-D" 1 1'-0" T1'-0" 1.1'-0" 1 1'-0" 11'-0" " - 65 0 11 -0" 1 1'--0" 1 1 O' 1 1.'_0" 1? 0' 11 -0" 1? -0". t i -.0 11'-0' * - - - -..._ �__.. ._. _.... - 70'0 11 0 1 4 0 1 T p` 1 1'-0" 1 t --0' 1 1. Q" t'1'-0 W-0" + 11'-0' * -- ..... _ _._ _ ......__ .I..........__._ :__ _ . _.._--. _ -- ..._-_ _.75.0.._ 11.....-�.__._._ 11:,-0" 11'-0- 11'-0" 11 -0 I V-0" 11'-O" 11'-0" * - - ......_..._._._......._ __.._.._..._ ...................._.__..__.._..-._...._........................_. _......_....._�_.__ 80.0 11`-0" 11'-0" 11'-011 1 t'-0" 1'1'-0" 11 - _______ 85':0 11'=0" 11'-0" t1'=D" 11'-0" 11'-0' 90.0 1'1 0" T 1"-0 1 1 0" 11`-0" t 1 0" 1 - - - - ._ 1D00 11 U" 1.1 0,, 05.6 11 0 :. 11'-0". 11'-0" 11'-4 1100 11 0.". 11'-0" 11'-0.. 11._0.� 1Q'-10" _ - 115.0 11.,D 11'-0" 11'-0" 11'-0" 120.0 0" 11 -.0 11'-0 - - - - ... .. 130.0 A t 6 11'-0" - _ ...... _..__ ._.. _ _..:......._... 135,0 1 1G 0. ` 1 1'--0" i 1'-0" ,. _.. _......._. 140.0. 11. :`0" 11'-0" 11'-0" _ _ _.......:..._._. .:..........:.. _ _.. - ....._..:._. ... 145.0 1i -D" t1'-0 10'..._1t" - - - - - 150.0 11.RO.. 1 -0" a - FEESUORDFROM TlPEEN CENTER LINES OF DF SIDE RAIL TO CENTER.ORM BARS IN OF STORM BAR. ``'`a`s`„" 11Siif[(7yyy��i azazo ryncn rc. FLOFDa:EUEr3rtG CbJE(Tlbr Mg," velocity HurNcano Um) r { No,,44 _._ US A .E G t nc. yk. f yc Liu r as�os Y cncaneswnc wunanr EXPERT SHUTrER SERVICES INC. x..,sa" x as uwu r"axc s,m e t.a aca r w mr ua Drovr L tiL w-,... Cxsm szv.r Sxe rt;ss. [.4I L FL,345a4 20-G64 �} rJTili1 (7PL42!'.m � `-, ,rt"J< , y X` � LF-pLDF7 5 M:tAt. t'}N 945b,111.iy121'bat-ff,9R. DRAVeuia w> aw j SEAL/11:0,7URE/DATE 'c'�aa.^4aa 4<:a's ,.;„-.µ !NUr u.w.s -.. �!!lfftrq}i44tt44r�t TABLE 2, TABLE 3 REQUIREMENTS FOR STORM BAR CONNECTION TO CONCRETE TOP AND BOTTOM PER REQUIREMENTS FOR STORM BAR CONNECTION.TO CONCREftTOP ANQ BOTTOM PER SECTION S-S(SHEET 9)'FORA GIVEN A.S.D.DESIGN.LOAD 0.0.1&STORM.BAR SPACING.o8 ;SECTION'S1-Sl(SHEET 9)_FOR A GIVEN A.S:D.DESIGN LOAD(p 0.);'&STORM SAR SPACING_(ft};, STORM BAR SPACING°a"(T77 ? STORM BAR SPACING'a"(fT) 2' 266T 3' 3S 4' 4.5' 5' 5.5' 6'..__. '8.88T 2' 2 68T 3.5' 4' 4 5' S i .Sa` B' 6.B6T AB, -0 "'AB.GO'. I49.C,U ArBCD.. _A,6cro ?.BCD._ CD. A,8.C,0 ._/�B,CrO! : 30A 0.&C.D -B,-D .AB;CD: 0.B,C,D aBC.D - A,BGb ,CD:' .ABC_:1.': ABC'." "" 0.9,0.' ._.�_CA Ar6•C•D C b. ABrSa.�.._ ,A,B,C D. ,._ BF.r.�.. /!rB.Celf.��AuC,D. AB.C.D B..rC 0" ti4^�_e�_.:.._AaB�CaO _.i.AGB_eC,�,_.;;_..,_B,C;D:. .A_8,e_C D:, B.0 ,iAB.C,..,_ A,B.0._. 9C_� A.B ...A: _ .. AO D hB C U A 8ri0_.., C D .'AB.G�._.,A ,_l4f3 C D_ .IIB C n.....i A....B Cc�'_,.._A.B.C.D ,B _ 1 : ' -.aB C.D _A,6,CiD ;,gB.CO "��A B.C,D AB,CU 0.8CI _A,CxD _ABq. A.B.C,D aB.0 ,_46.0 hB 0_ BC,O -AB.C.D 0.g.C. _ B;C. A,B.0 A A A m.Am _90A AB,G.D _A.6,C,D- .: _#.B,C.D:... aB.0 D: A,8__„C.._0 A,B,GD_.. 0.6 CxC._ ._h9.C�.D,.,' fM1B.0 ?p0.0 B C,D.. aB,_GO AB.0 D A, C BC A':I... A A __ ..._.A_._. A C.D -A.B:C.D... .A.B,GD AB.C.D :.-A,B.C,D......_�i i.. A B• ..: AB.0 -:: .. 'B.C• A.BGD 'B.0 A.S.0 - A A._ A A .,A.. A' __. _ A,$.C,D qf3 C. :._AB,C,D' AD C.D "a&C,D 0.6;C,�0 D.CD ,. :,4.B C;. _.M1,BC_ _0.9.0.._ -�EAO. ...A.BiG6 ABC. :_..i1.B.iC-. : - _A.B _. A A. -A-� K:. A..:- A.. ._,.Sgt_C,D _ALB C,D AB,C,b A B.C�, R B Ci_ _.AB C.... ...A U_-. 8_E 0 At6 CtD ?yF3 C. k B C... A..._.. A A A A A A .r ,., ..__..,.. 'ABA.D 0. GD.. �A.9 �_.:...prBrCaQ :0.6.C•D %�:...i._...�.B.C.. A.BC.... .;.:: !lB. A....::.._.. : _ i70A AB.CsR..._.'.:� .0 -9i._.. �A. - A: A. ...... B,C B C '0.8. A _ A.,..... '� ,' ',�?A0. - - .rCz _ ._ ___.._... A.B,C,D_. B.0 .....A A.".:: A._::' A A..�..._ _ - •' BCD' '. B.0 D- _'A,B�GD .w_k G.� --(SBsC ._._.ABC A _A ......._.. A-._._.: fto .1._h.B.6 .. - qr-D �4BCD_.A, B 0 ... BC.:,.... B: _.:;A ....:.. _..._... A - :e:00.0 C,Dr AB,GD A.B.0 .. - - „........_,.»..�.. ...�s_._..—_� _.�._. A&C A,B C..:� AB&. ....- A.-.----A - A_.. ;..A.. 'cll0.11. A,B�C �a.;....._ � A A ,.. A. A. • `•.OB.O<.. A.B,C.D ... B.GO: -AAC D�.'_.w R.B.0...,..,..ABC .. B _..A...` .__..A A.: -.....A:. . �B�CA AiBC._..... aB:C.._.... A' A.,.. A AI:. A 95.6 k,BC. A. A A- A.- A __..._.._....... & i60A ABC' A A W A A.._..... 0.6CD ".:A,B.GO_.... ... C .t3rC..__" I!— A A. .' A k A - - ._ . ABC AB.0 _A A A - A - v ._tT0,0: .....-- � 110.0..,......_A A. A k, :.:,,118.ti .::_ABC. .. ._hBCD ABC AB.0 A-. ...__A.. ..__..._A :::A ., .A A ,......_�.�._.._��.._.A A_.�. - _....._ __.--.-A—: . 1,;,,iZitO ALB C D C ABC ASB .17D.D A As. .,.A A. ...._A. ,. .. ..A._' ..A...... - i3bA .A'.. A A - llJbb. BCD ,ABC; ........mac'_,.' A. A A A A �'� A. -A j130.0 ..:A": A.... A.,.. - - '.A,@C A - A A. A A. - _• -A,B.0 A A 46 . 1A :A.B,GD .°._A..C. AB .-- _A A.._..,. ._q" A:. 160-0 AB,C ._:A:B :. A A ....A: A .A` _.A_._ .186.R A`..�` q ANCHORS TYPE LEGEND A.' 3/8"a CARBON STEEL KWIK BOLT TZ EXPAN5IDPT,ANCHOR:W/2 1/2'Min. EMBPDMENTlt&.5'"Mm; THICK POURED fxtilcoq^(t c =:3D00 psi) B' "3fBANSi,1�4",POWERS CALK-AN ANCHORS' ?Nf 1,•t ; =MiD. EMSEDMER,*TO POURED, 3000 psi)-&3/8'o-16 - MACHINE,-SCREWS • t 4 aas3%?F ALL POINTS soL10-sEr ..... MCRDIM W%7/5' Min. EMBEDMENT*TO POUREi)'CONCRETE (/6=3900 p'si).&.. �p)Ill j C 18-8 STAINLESS S MACHINE `�� i FL�aT3A BUiLOWC CbCi£: otf 8gh 4elxity 8uriirnne Zoma) TEEL SCREWS'i r'No. wAw"are DEX TAPCON:ANCHORS W/ Lfn. EMB£OMENT TO POUREQ 44�6 `' f 5@uffsrS oar/2se CONCRETE {f'c = 2899 psi} k , r n 7csrn�a a cum�cvfwo.c9� r EXPERT Slfl}T7ER SERYtCES INC: v'• STATE OF .m �.,�me:ama ,iuu. see.sw wlafu awr4. 20-064 *'.9li$EDVD#IS BEYOND ANY FLOOR. CEILING FINISFI `. cy mm ru.00aocawm" �:mvc 'y.�n w mt ratmwx aaawwaMe SO' CORl7�. y� a-accena '�\ XklftR A.(NR h P£.. "` °o`er"'°' .. . _ ...4�i�S'Sl q� 1.E ��O`. E.;£fJ•1.f�GNATUAE/OA"'E:.;. .t:4/is a'r.� r... m,:....: � st[tT 23 ar as SCHEDULE la FLOOR TO CEILING:(TRAPPED}MOUONG SCHEDULE 2a. MAX.,SPAN'(ft):FOR'END:AND`,INTERIOR-MULLIONS`FOR'A GIVEN WALL MOUNTING. AX,SP• ANA.S.D.DESIGNPRESSURE RATINGs & A T`FOR END AND INTERIOR MULLIONS FORAGIVENA , UG A'S I7 SPACING Eft} "" �•DESIGN'PRESSURE RATING(P.S.F.) & A MAX,MULLION SPACING fFTi'", MAXIMUM MULLION SPAN(Ftk MAXIMUM MULLION SPAN(FTy. - A6A.:NA}milA ©.4"x8"x1l4'MULLION ' G1 4NO.014°MULLION,' 1;1 'YTic1/4`iH1GK(318'FIIWGEjM(flLGN �'a' fKaYW 6671Dp CrL1pi �4kESctl4"MULLION Gi 4'XB'Xlle MULLION G2 44i7 2t7�`lkk I6R11Kt :01)'• - IbRtRi tmillm AAULU..` ORIENTATWN-11. ORIRON 2 ORENTARON"#t OIiff,TRAT"f OEi&ltfARON t ORIENTA'OOK MA .. �8lgtillNlN PS, coam'RON _. - .ORIENTA71011:,1 ORIENTA110N¢2�',. ORtENFAifON$x. ., :. ENO-. INTERIOR : END U1TERlOR- ..END .INTERIOR .ENO 9YSERR?ft ..END f216 tNfCRWR : 'EIaN R7fEf80R ENO INTERIOR;; END .NEREOR END NTERIOR E)0: .WTSW;2 -. 3� 12 D _.D 4 10-T ...8-0 SZ-B.�m. '.8'-8• T 8. 72 8 :.aa2t .20'=0 TO. A20 0 7-4' 9 3 - b'-9` 1f S 8 8 10'-0 7 7` 12-Q' b'-11' 6 tl "12.-$ 2Q,`-0' 7. C-3 8'-9' .t1 5^ D-8.. "10--0• �7-Y t2'_8 6 t1' t;-8 b 1 _ ' 9'-Y Y-3• 17-6_. -B'-5• 6 8' tT 6".:. {bL .�7if'-f} 8.-10 8 T17` fi.d'... f0'_11' T_J' ,t2_B 0�.8.� i'1. $_� ._.......8 4 - D 11: -7 4 b'-11'_ b'-Y t2. S' .7-4 - 5 11... 13� 'J0,0 - '-0 ..6 2` 7 B'-O' 1p_2' Y 4 b 7-11 3-9' 9-0_ 8'8 8'-T 8'-3• 72•-#•"�'" �C 8• «. .B 7 12'-6'� ffiQ.-. .-20'-D` �S i1, 71-ti'! -5 9" ..9'-10' 7-0 ....B_-7 4'-10• fY-s Y i iY 8 ryE00 f9,.5 5-9•W 7,9,... 5-6• 8'-0` ,6'-4 8'-8 6'-2` :12}'-0`': .:-;9 4•-. 3 B 8" 110.Q ".•t9',-•8B'-9 5-G'.... a'-b fY'0 .gy: 3;•.b,•;'": S•_a', 8 4. _ a-3 5 .a7"a a 5= a'-e a-ia 5 8:` 12�8 '` ;...._ ..,.,, °:..g<:.g.. ;7•+$'. 5 4.._.t. 9 6 6:-10 i�`8-4.. ':...aL-8' ,,;;7$p 8'-2' ...,... - 1 7.�rti-3 .-3C6...Y-10` 8' 3 - Y-10.: ...6'-2' ti,kiC.a. y,c.;--,:F �3 3 8 72'-•4 69.E �, Y=!'- .9=4'... ..-8-70 3.«,. ..,a•_e'- ' W.D ,15-0 5:.9 '.: . 7.T.. S-#.:.: ..,7 9 _.e 3 7T-9 8'=2' it-5"„ b'-3 _ ...5. a 1x9„' Y)... 9'-#' 9-J 6„ 10',/t0A 14�Z" 3_f0•' 7-7 S-3• .7-9'. 8' 4 7 .STY S at0:6 :.t#'_2' :5 p10" T 77 _ 5.-5•, 9 3 �B ll : 8'-a'. 1'-10' t.1-5. "5'r7.«•.q_L.. -13'-5` -5-t 0� Y'T.. 5-6`_ 7-D• 6`5 7 8B'-a' ,fl 5': t».y-'6-5 :.`:- �12'-3 d -,aSO �1-3' B !0 T T;:.. 5-e• 9'-3•:...._B it ".::B��Sr-'_�:-11•. .11'=5 y�`Y-6'. . 1' 7-T - 3 7 _.. .7' 9 - ._B'-e'--Y:-9 ::..a'-4' t 8...: :.8'-8• b 9'- lir-5:•. SQOA .. .' S-U __N-T.� .5.-Y. ..g•_a•._ �.7_0' - B . S�-O�t „1060 121-2` 6. 0'. 7 7' 3.7` T-9 'e'-Y )'-8 6„.5 fi-ar"` 6_7. 5 9 12'S ,...:.a/O6A. t7 g- p6;:0•' T-T'. ,_"'S,_7_._.., s'1112D .31-Y 6'U-..... 7 7 5 8' ....._. �. .._..._ ....,..Y 9 B'-B Fl_ll 6-8' H :b�-8' S f 0 17 3 :mmit"-T' ,-„7 T•, 5-8'-V 9'-a• Y-2 �8-3 �3=3 :Tt'-3• 4-�0^ ;. t16A :-1 i 8 I - T-T 5 9- ..7-9''- 6'-9 9 8'-T f f-v'k'.. :..6'-8 .:::`.5� f t- . ..,-: �.,............. .._.. y. ` ;' - ` !''.,,« ._ ' 3 �2MO0.... ,,,.,. stc` : . . a- 1 m --- -.13m 9 ya• �..a .. 7 s lo- r=9` T-0 • s'-9' li-s•.. ..7-D• .. '. ,s' 1 2 1 :laao + ,;9-tQ b s.. '7-136A 9"-8'+ 6.-{•, T 7� 5 iT '::...:7. 10- , 8 8' iG 1:-9` 7'7" :.:z.6 '2 �2' :136C ':8=5 1a0.0 9-tm b"-1 70 _ _. . ;.Q�1. . �96 � .. 7Y� G-O 9-3 Y 6p 8-11 yT+:S: M-3> T'Y-a 6=tt 1t-b' Y=a 8 7 12 3 -aBA 11a ' `; 'i30.D 6'-8'. Y 7 .. -�ebo _. 7 I? ;.1[!CA A'• B T'.'.. T_B.. 6. �'"y-8.- _____ , __....,..,..... 9' 7 Y-b t ..9' ..T-7 Y-8 - Y-2`- 1t-5'_._ -7'.-7 _xis B'-8,_'::'rxa t -fUD.D .-��0.. 8'-7` :. -r7_M.:' 6 Y_3• 9 JY- ;.7-r0-. .y' ' .G'�_ MAXIMUM MULLION SPACING SHALT 8E StICEtTHAT MAX:'ALLOWABl�6LAT SPAN FOR THAT A.S.D:DFSIt3N PRESSURE RA2tNG SFUVF_L•`NOT BE'EkCEEDED; t MULLION 0140009- IS AS SEEN FRORi THE OtII SID (F7(TEF21C1Et}QF p(tODUCT; -1 END MUCLtON INTERIOR -_ I MUWON FLOtOWDL9lD�1IC.COOF:;fNan H"fQti�YelocR giirrfcaflQ`Eone) 'j• 'S•.-..: `,Q+�:: ` tJ'�1'f��` • c ID2a 1XTECD:INC. MULLtONSPAGING"S"' _ 0 4Ai6 - �:0 Ro�i,�sourie,sp�trarf rx - S x k EXPERT SHUTTER SE�tVICES INC.''Twt 1ESnYNf,7 A ENGINEERING'COMPANY STAT"� �r� r"""'s� YI w '(dS13Tlw-+4�U' s'tsiivlca '666:STti WiOiJCiff'ONW '2a-•084 /gyp y - ; a,me'd::8 :c6oaoi.com F,ERt bT EftCA.FLJa96t `� tf3R1�,' �` CA-COG67t9 Wadi"tarot'7f/-smC,711<'dit21 671-c"a ,!'R✓<A1k9ia�No . '''�ry��sS(�,N rfl`.. �N�R.:E.^`�ALI51GNA'RIHtIEt4E"J '- �F�1,C�R diet dta{t6i£ av,�. vemrr.. �.,_r.•. a+�"'' P;K d.91ECf'2+'bt ae •. FLOOR TO GOLING eTRAPPED)MOUNTING SCHEDULE 1b SCHEDULE 26 R7AX: SPAN(M FOR END AND INTERIOR MULLIONS FOR A GIVEN WALL MOUNTING MAX. SPAN IlM FOR END AND INTERIOR Mu DNS FOR AGIVEN AS;D AS.D-DESIGN PRESSURE RATKG(p.sL)&A 1T-O'MAX MULLION SPACING(4) DESIGN PRESSURE RATING fP 5F) H A 12tG°MAX.MULLION SPACING tE MAXIMUM MULLION SPAN(FT) MAXIMUM MULLION SPAN(FT) MAX VAX 6 4"xn'7til{^AgUI,Lj(#pJ G1 4"x8'k1/4"MULLION 'u'2 4'37'irt;4'THICK(TV FLANGE)NULLIOFd ©4"z6"x114"MULLION.. ,Gt 4"z8'zlW MULLION Gd 41xTxlw THICK pliamsm ttum s •lr2" itAt1FH 9Plrs47 FILWEIMULLION (Py) DI1fSt{TATTON fr ORERTAnOH '1 Oi&'NTRTiON 41 DRIEWATION f2 w:iEMitlip)t 1 OPoENTAl10N Iz Q) •) • 'ORSMTRTION 1 ORIENTATION 12 )t C{' NTAIROrt 1 DPoFNUTrp1I a axartAilON fz DAD- WTI.Ga WD 04TEM" ERR INTERIOR END RrrEF" END END WTEA[OR (}0) INTERIOR END 4Mr4QR EYO Wy--IOR END NTXMFI Et1D iNTERIDEE p t2-O TT,T,-.. it D-5_,,,,_ ta,0' 77-6' 1a'-6 10'-_T 11-8' 72'-B• 17-3' 12'-6• 8D.0 .13 w0' a'-9 17'-8" 9-B 12=6' 12'-C 12'-5' 12`0' J3A lx D' SQ'T 10 11 7-Y 1<8 iT K 11'-71• la'-0' 12'-B' 12 d' 10'-4' 12'-6' 3SA 12' D' 0•-2" f0'-11' 9'-2" iY-d' 12'-6' 11 11 10'-O' 1Y-$' T7� .SAD,.. TY-o' 9 tQ' 10 S.._. .. 8-D 12 $• 51'-B' 11'-4' 9'-8' S2 8` .. Ii- 10 s'-T 12'-a' --8'-9' ..1o'_e'-..�8-D' -i:'�.8'� tY-B• _._71-4'.-. 9'-6' •1Z' b D'rT 12'e• 12, _ __ iD.-11 10 Ii'. .... .ID- 10 7 8'-9' 1Y C ,...,.. _.__._..g.. 8.._ 12-6' -.Sa.a,. tj,1S* Iz }2`-a.. 1 t0 7 8 9 -�.1T-a` TBb 12 8-f B.,B', 7' 10 11 8_ R'.--ta 10'-J'_.:-73'-6'., 12,14 5Q.-5'.."... 8'-1 ,72 8' ::__610 11-_il_ 7.1Q B 5 7_10' 1t�-+6 2 10 w.. 50'-J"- e-8.'- "i2-S 9' l 12 6• 87A {2-a' 8-0.^.. SY-2• 7-5 1f-a R 5 _.9, t,l r e'-J'. 12'-+s-, 9 7 ....r...9 �2_6.__ E0.6 t2 4 �Y-BT}-a -9-5 9' 11`_ e 3 53 0 J' 8 12-6•(:ED 12 O T-8•', g' 1t I 2 1Y a .......>..i .. 9'-8' e.-0•_.. 72t-B` a J' .............__T-5' t2'-6' Ba.¢ to LP'� T 2 8'-11' T 2 it+0' 0 4`. e.a e'-C .'12 5's. T�S ..ta.-9�...... <. __.. -$ 8 1 70 D B 9'S 12-6 70A 12 0 6' 71 0-0' B' 11 10`-a' 0 a Ir S 7 10 12 0 73I7 12:D' r 1. 8....3...-.0-0 t0' S B`-a ...9 3 7-8' 12-0-.' 8.'7-. ....-`.�.�6'-11 12 6 ."-.TS.O 52.-�'".. 6''8• E,-6'......_8'-B Fti--d 8 9' 9'-3•... 7-0" i a' 0'-17• tY-8'...12 0 Q B:-$ 12 8 BOA 12 O'er a 3 8'-4'_ 6'-5' {0'�i 8 2 9'-0'." 7' S I {7� 4 $-g• 12'-6' - __„__. ............._.... _ ..-9'-1a' _ _ 6'4 12.,.8,,. BOA. 1Y-D,....,. B-5• e-0 0-1` B'-15 T �• 8 8 T 0 TMt)2 5 _6-A' 72'-8' ,DbD 7 0' a 4 T 70 �`8 11 S 8 7 5 8-8 6'-10•i 12 /. Y 5 8'-2' _72'-8' DSO f2'-Q' _gr-1T i2 72-B' lOQO 12-0� 6 2 Y 8 5-0 6' J 7'-a.:. 8-3' B'-B• Ii-5'` Y 0" '8'-0 12 8 _tOQA t2--O B-s' 7-8 5'-9 ..... ,..... �...._....._.. _._..,..� ._ ......... __.._ _.__.... .. ...._, ..._. _. ._ 6_7• 7 4 8'-5 5-8 'j1-9 8,_O ..t2-0... 11t5A '/4T 8'-0"'• T-7" -5'-1P Y-1 R'-0' T-10' 6'-8' 1 '-4' 6`-A' S'-10 12'-4• t !-0' 5-8• T-T e'-e' *!-F' P=N '-J" "� SCHCDULS:iw "LIp11T'F.D LOAD MULLION SPACING&SPAN INSTALLATION) SCHEDULE RV L „LOAD MULLION SPACING&SPANiNST 1f10NY FLOOR TO CMING'l,jMPPED)MOUNTED L1AX SPAN(Ai FOR END&INTERIOR MULLIONS FOR A' WALL MOUNTED SPAN'Ht FOR END A INiTRtO MUL FFi FTSR A GIVEN t31V N A',S.D.DESIGN PRESSURE 7as.L5 AND FOR i2'-W(CASE 11&B'-0"(CASES la&Ili MAX MULLION A.S.D.DESIGN PRESSURE RATING is d P i,AND FOR 72'-0°f >;tt&S'•I)"iCASE II"MAX SPA QUO tRT' MULLION$PACING{RS' MA.IMUM MULLION SPAN (Fry MAXIMUM MULLION SPAN• (Fry lK'u, LG)4'xGxtM'TKcK Gt)a'x8•xi14'THICK G3 TxTx114•THIOf � � (.G ('x6"ic1W'ThiICf( G1 4'x8'xU4'THh' (" G3}TxTx1.+4'THICK 7lrauaOt tt9Wd ,AU" - M LION MULLION RevCEiA ILLION 11601710101 Dmw yu� fXULL1ON MULL� �PJit�MULLION .. ErxcoaD �/, um f �.�,m III m"E la-/7 o�xunDT/ - uml/7 mauss Tsu f n 1, n€ara f1 am6Ame t 3suD" taa 0(1%vnxrew (At- t111t !fit t t�T (o)t €fit Ul)I ,...: : 'END.. fay) (�• 4t cfi}Y fit_. Eft_ N3f. €)t (a)t "...•••••`•• I :MULLIOW :. END -UTIEJafx4 END CMLf'40R- 1w1ERRiFr .LNO INTERIOR .. END IMERT. F;tk1 Pf7CTtIDR INTERIOR END g£tiCPfY'+R. ..._7D.a 1 -0' - TY @• 12 8 12 e' 12' B It-G. Y '_ t2-D' - 72-$ 72 8 tY 8' 1Z $ I1'-0' , „12', -O .4�`O. lY-0 12 6 11 d"^j 77 4 iz a I1 0' OtSE[ ...i10 t2-0 52 5' 10 lr•' ttl'-j1` 12'-C - It-Qv '^ Yi Y _.. a 77-0' - IY 6' 7C 11j tc 11 12-6'•.< 1t D'm_....- - - ,_INTERIOR iac` a o - iY-c• Ta a v io T 12 6 ...i off__ soA i2-0 1r s' {0 4 D-7 mA js-o^ 11-8_� D- Tn 1o'-J• 1Y-s• il-D ... :�-- Ij'MUL110N si0 rs-D' Ii`a' B^1c 1D a t2• a ..... -a'€ 8DA 52-0 it-J' BLS," 9' iT 52--8 12-0 17 a' a-5 12'-B' �- i2'-0 - 11'-S' 9'-4' : a'-;' i•_•. 11•-0•. t �"' - 110f 2'-0' i4'-Y' -8'-i` 0'-}f' i 8.' 71'-0'� �` :'>"• .-' 5D0. 0 0' - 4'-0' , 6-ff 6-.45 ".B-Q B 0' • 90.6 $ O 12-6` ,2 D t2 a 12 8' i; O �� ,.,•S -, e_70.0 8-•O'" ...... 12 8. la d - 17 8 to 6' - t1-0 "' t' �0 6^a' -D.•o" -D` tP o' n o z 5 ' 12 6 12 6 2 e ` - 71 o k1LILLION SPACING:"&" 4aA a-0 s o _e a 9 a: D a 9 0•""' CAM,. .,,aR'a 8 tl 1z a to R la-6 1Y-e' _ t4P0 8-O __C6.6 G-C' t2'-d' 12 8 -Il'`e'",11'-8' .._.-. 11--0'..,. FAD 8-Q 9 tY`_ D•-0" D-D D'-t3 ._._.8��0.._._.... Boo a c iz'=2'T Tz it'-4• 12'-i= =- {t D MAkIMUMh9uLLfDK SPACING SHALLBESUCH yin . .B a _. _- - - .. .....__._. ' 1z'-Q' -`� 11•-D• TNAT NAAX.ALLOWABLE SLAT SPAN FOR THAT 65.0 c ___-..,__ a'-CY' &•^o'.M. B•-{!'� "a'# D•.A• -Am- B'�: - 8-4"_ D B a 9'0' - c'-a DESIGN LOAD-SHA'.LL.NOTBEEXCEEDED. Tao... .n o,. ._ .;a-±� ._ w B-o- wa a-O" t) 0' a-t1" dro 6'-0'._ - e-O' J0.0 a tl 8-0• D-tT 7-0 D-U _."___ ✓l4.6 e 0 7-0 a-O D'-0 ...0-O s a`,-f?-,,, f R�[ftl.i6#ORIENTATION 15 AS SEEN FRtkVt THE .. B-a•.. +MLD Bpi}, ............_. v,-c 9 Q- a D s,o'., a•,,>a'.,„ .OUTSIDP_(EXTERIOR)OFPRODUCT': pW, s .,... .........._9�� ... 0n 0" B.O.... 9-D' - fi-0' g'-a .. ....... _......,-,e ,............W. ._., E.. - Y 950.. ... _. _ a-0�' .7-Q' 9-D• 9 C D.-0._... 100.0 ., '-0' G88E 9-C D 0 9'-Q' 9'-D' D-1)' _BSO a"-W 9-a 9 0e D 9 0' - a 0 w_....._._. - ff a ��)111 U; Nc CDt><(Kars BE*fi PclDcity Hurrkane Za'o) 79.0 a G• B-0" a D D' 0 B 0' - ".Q ,`t14 ��y 020M WECl7 a.,' /�B(�{{pjBp� llYT��d�� O;wA" _...-,..- +Te�9fi i7 M.P.eC 9-0 4 O C 9 9-0• mw�a s TR L ��GEN$F! 'P �--- /-.----'-1 BOA a-Q a D 6 a 7'-B ( 9 0 _ e D � 1 ,r TtaIIiu9 Shut/et Sya pa E � O tbtt- � SHUTTER SERVICESDATE WrTEsnna c GNaINEartaD GDurAw+ EXPEkF R INC.iNC.7 . 'x-D I.._'-D -_., 4. TM: 'rk t yr - �:r a•.�s.`fS.i=ILA `�'m'+-',i i"�,T cs0�.vr xl+Y,aa Dana 20-06b NOTE:USE lY Is:ANCHOR CONSISTS OF HILTI,INC HUSH SCREW OR POWER FASTENERS, r}QRT aT �tcr 2 DOVE s 1'• STATE nF ^- uxacoiotl.«T )ST. DRAW NO VL'EOGE•60LT ANCHOR.SEE SCHELi(}LES 1&2 r,H/SHEET 10A -to ,ra„aaa7t& wse,r 5 >z)n+-avro j,.�•., r P° �1` - )YFLTta A,c0 ,r tGRt a>e. SEALj37GMTURE/aATE fl.V"I-f 4415r SNEET zs Drx f r'�.•......•:: �77rrrypkn{1{uatilt`i. SCHEDULE le, SCHEDULE 2c: FLOOR TO CEILING(TRAPPED} 'WALL MOUNTING MAX. SPAN;(ft}FOR END ANO INTERIOR RAULLIONS.;FOR A GIVEN, ;'i fAX...SPAN(FT)TOR END•AND INTERIOR MULLIONS FORA.Giy A'lq C1 kS.D DESIGN,PRESSURE RATING(Li.sf).& A 7",0r MA)(-MULLION DESIGN PRESSURE RATING{P.S.F.)"& AND T-W MAX MULLION"SPACING SPACING(fI)` ' MAXIMUM MULLION.SPAN 01": MAXIMUM MULLION SPAN(M ' ©4k6'k1/4"MULLION G1 4'k8"x1,k'MULLION G2 *?'zt14THICK(3!8'FLANCE}MULL[Of� !1A W Wmw Q4 6'kll4"MULLION Gt 4�8"xtl4."MULLION' (i4 Yy9cft'TF�Ck RATBlO ....... .... .. _..` ,. - itVdCRl SF,cm f1 171UiLkJ . :bl.}.). (1U.' DtRIW TtON 11,.ft `CRIENTP.T{ P2(Q)t ORIENTATION#I•"tj ORIMATiON K END ( aFgfTY7AttON i 'OR:EN"rATiOfi.'(2 1 _'fRi1a -( :i. 'OPoENTA1A1tJ fI� :0IaEMATEOY 2( 'GRi6NTA710N 1 ORIENTA'ITON/2( 'IUMWATION' Z( INTERIOR ENO INTERIOR - J@ WER16R ENO NI'M R, _'ENO.. .. - ENO '.811LR1011 = END -1NIMOR END -1 NIEPIOR. :END .fr rl i ok :."..END WIERIOB "W, 'EJtE'GQk _=O _ .Y-O' 12-e' -17-6" 1r.-6' 12 H' 72' 6 I2'-8' '12'-8' t2'-H'- .,,.. U'-6` 12 ar i2 &� -O` 12;8 72'-8' 12,;6 - 12 6 •;;tY„8' 12 8-' '12'-6._r 38A T-0' 12-6••.' 17.-H 12-@ f2 6..:. 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";' 4.-A,7�'-[Y:.::tz'-t�.-_iD•_T`._ 10-it• iz..._8..... a7�-8 ��;f7-0 �it�-it'. :..72'-6 :n2.-8` 12-8-. ID'-10. --71'=5' -1Z-•♦Y'' 1T-� µ11 ti t@-8 MYp ----.-• _._ �...,„,_,.... ___. •,.,,._, to-6' 8 Ii'•. 10-6' 12'-4' 1T..8 t0'-10'M it'-S'-- 17-6 ii tt� "iT Hv; 03.0 7_0' if 0' 9'-0'_ f0:-2'; :12'-1' .::L;.z - .:10'-7...: •1f-U' 12`6A`i t2'-8' 11 4., :A2' .T-0 11-0' 5_,9..._. t0 2 .: 1T-7': ..,t2. a 10'-T_�--t i'-O' WA -7-0' IV 7* 9'-7.' 9 10 1P-10' 12'-5 _1U'_5' 16'-8` t2:$`-,' .1T.-2 10 iG=" 12_--G T-O 70'-T - 9'-T 9 70': 11'-10 12 5 '10 3 /0'-8 _:,t2'-6. $10'-PTO' -8'Y- 03.0 T-0' 5 ..,tt'-9' --.=0 - B 5''� 4'- t00A •..7-0. .9 10.:..; 9'-3' :9 3 11 5 -_,it 8'. It:`5 - ...`10 i �1x-G a:,-D 9 70 -9-3;,- 9'-3' 11 3 :1L'6 10_w0 :10'-1 - 'fl#.0 !'-0' 9-8' 9,_.:1_- 9 1 .,ii"3 .. t1.2 .9'-10-. 4-107 tF•-8"} '11,-1 ..i .9 $ ip'.. 0:.1 ♦1,,,,...,.�'?`- 8-6' 9_7.... 4....�.¢:...� it 3.... _1t 9'-10 12'-6. "f(„_;.'@'-1U' -tl 1 ..: 10-70•.. ...9•-9 9._7... i?'«�Rz f6`9 - :9 5: .::12" 8' <� :`:.iX`- D 3' 6'-iF8 :10 it-Y..... fl' 9 9f-7.' 12'-0 W It110'": 7-0' 9 O' B:10 .'. 8Cr.,-- 10'-11 t0'-7- B'-Y 9'-5' 'tY--8 t0`-5• ..'9'-i`.'±-.i2'--0 =} „G 9 Ort @.-10'. -B'-Tf� 10 7 -TO'-T- 7.- 9-5 ,_. e-9 ?" 8 B.: -`II "-.1G 9 :`t6'.-3 9=5... 9'-S".. 12'-6�•. �P_� , „v . . - -A . :e.".5..' tY 0: 763 19t?fiA 0. 8..8. 8 Y- - _,'° 10 7.- 10 4' 9'=4, 9'-I' :12'-6`- ..y _ .. -_,r__ t2'II t4 ? $ u" $ z a a'• . `12•,_5 `'f'- ;.,=7" '.8_ 2. ;t2:-0 - _...7r-0. wB'-'l' 8 :9'-9'�:10._4..,;_"9':7. B-Z..:. f t47A0 -0 $'-O''rv'; 8''..'.... 9 Y:::':10 i :,9'-4' _9-D B 7 12 8 0•+C• ,.......:' !3' 0 :➢7 H .. 7'-0 8-0`,re 1;:•-5; 7.7-` -70.3 5-i 'S' O `-8_7'. '12%�8' 8•-0•.. _145A -d`; 7.t0' B'2 ' 7-•+h - 9 9 .'.9'-2 _: 8IO 8 8.c. 12 6'. 1-j]4_ iSOA ..._:fY- Y-9' Y- 7 4 - 9 5 -9'-0 B'-9` 8 4" 12-8' B -1 t �"-0 .J3' @1'°G' - y..0.; .:_0_..,1.-•.- 7-4''..._t D'-0' 9-Q' 8.8 „8�j. .:;Y-fa., :7.8'S±r 12. 6 +/56.0 f). 7-4`._... B'0 ;.T 2 - •:9 2.. er`t0 ,F•_B ',:8'_3•. 12•-5•.. : _8-S "•..'7'6 :.�1Z"6" ;�F.,_t4S..0 Z'�0.. _T-8'. @'-4w_ 7 Y-.: 9 10' �..8 76' 8' :.6'-3 t2'-�5'... 1'-6' 12 6 TOQO0', T-4. 7 1t.:..j..7•-4 _ e-.f0'-i 8'-@_ a._7" 8'-f' ar_2..� 'MAXIMUM MULLION SPAGtNt3Si ALL pg SUO',THATMAX;Atl©t^JABLE SLAT'9PAN FOR THATA,S.O.DE SIG is NOT BE F�(CEEDED.' t MULLION ORiENTAJj6f,I IS"" SEEN IF 64'THE OLtTSIOE(EXTEft101 j OF Pi100UCT:,. NO MU!CIONi 3 » LI lOta ,.. - '„ �• i4�tl iitigl{1" - _ Fl Ct(11Fti PUU Dfl-t�a�SiDI::('fort IAch..Vtioet Hurricane Zone) I�� c •g,,.,.,j �� °�t(� _. �awn"Br: T� p' MULLIb SPACING G Y s9s !0 3a 4d7 10 g'G®iNC. EX SERVICES INC. 9d om[ac " '.->Rc1PPtatr�SlxuKat TItuT fmnn +l:'O Glm=RING carp PERT'SKUTT�R RVICE ! - ,'L•'� 7 gas x.:ur, ue m vasvaa e'x+Exs," 5sce Ede 5W wNnkow.ORt4t _ . 7AT Q " C4 b G m I>K pow sa* aT�(>�04i p a o07n060 y1Nt \ •[..s Atf lCytirciURE/[tr?iC` �stai'it�• sl�esr a6 ar zg Q p4� m..r a ' ... • ;'�efitrlH iiti6iltiti,. ._ _.. .... -' .