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Home My WebLink AboutProduct Approval Al 8 K 1;p BCrs Home Loon -User Registration ; Hot Topics p subndtr,,xharge � Stats�i rains �. FubtCcations. € Contact Us'��. BCIS Sito flap ? UnkS i Search i db R -PradtiotApproval USER Public user • _F�3dS;.�R r �l Mr.TiU:>p-acl+sat 2r.r�l, i��iniT SeUiCtl��;},t+fi4atmri d.zst�;Apglicallontsaxuii:" FL eFL12246=R5. APPlicatioii Type Revi Code version Z020 APPlication Status- Ap'proye Curnments .ArchivedGF ®E �®�ryp�,lA� Praduct.Manufacturer Shutter'Se ®` ��'r� Address/Phone/Emall 1626 SW Biitrriare ST 1c��, 6.� Part St.Lucie,FL 34984 ST■ w (772).871 1915' Ext 106 V� callezpert@aol,corn, CC Author�ized:Signature Michael Heissenberg callexpert@aol.com Technical Representative Michael Heissenb4rg: a p Address/Phone/Email 1626SW eiltmore,St - Port St Lucie,FL.34984 -- (772):8714915 ExtI06: Caiil:xpert�t�aol.com Quality Asstrance Representative Michael Helssenberg Address/Phone/Email 1626 SW Bil pore St Port St Lucie,FL 4984 (772)871.4915 Ezt 106 tallExpert@aoixom Category Shutters Subcategory Roll-up Compliance Method Evaluation.Repprtfrbrii a'Ffoeiiida Registered Akhlted or a l icernsed Florida Professional Engineer. Evaluation!Report.-Hardcopy Received Florida Engineer or Architect Naive who developed the Walter A.Tillit Jr,:P.E. .Evaluation Report. Florida License PE-44167 quality Assurance.Entity National Accreditation and Management:Institute 'Quality Assurance Contiact_Expiration Date 12/31/2021 Validated By John W.hnezevichi PE; r:4 Validation Checklist-.Hardcopy Received Certificate of Independence FL12246 R5 COI COI Dmg,20-064.pd Aeferenced Standard and Year(of Standard) Standard y6ar ASTM.&1996 2012 TAS 201 1994 TAS 202 1994 TA5.203 1994 Equivalence of Product Standards• Certifieti'By 5ettlons frmn:the.Code" .Product Approval Method Method I Opt on;D, Date,St bmitted. 08/04/2020 Crate Validated 08J19/2026; Clete Pending FBC-ApproVed 08/19J2020. Date;Approved 1gj13g02O Summary.of Products: FL-4 Model;"Number or.Nam--e, 'I Description 12246.1 Nautiltm Rolling Shutter System Extruded aluminum Wautilus'Rollfng Shutter System Limits of Mse ,Installation Tnatructions. Approved for use'in_HVHZ•:No FL122 6 .R5 II Expe Shtitti 1?ED D, 29-064:R!9- Approved for use outside tiil a.-,Yes Verifled By: Walter A.Tifllt Jr.,P E PE 44167 Impact Resistant:Yes l .Created-by Independent;Third Party:Yes Design Pressure: +160/-.160 1 Evaluation,Reports. Other:State Missile Level"D"wind zones 1,2,3 and 4,{basic FL172146.RS AE Eitperr,Shutter,PER"Diy4 •2g pAfp f—, " protection ohly):Pressure rating. f 20+30,-30.p.s. at '-0"span. Created by Independent Ttiird'Party:Yes. '(wall mounted)'and+160, .160 p:s.f..at 8'-0"span(wall mounted)with 1/2 slip.See sheets 15, 16 and 20.'folr addi__tional pressures and.-spans w _ ....-__ -____ __ .. Cohnctus::_2601 shill,stunoltaad $513=4137-11124 ., y figq}igaht2007- Z21`a-5[atebfFloiida..:: .The State of Florida,Is an AAlEE4 employe ,LS1Y96t�s,5tt5SJIl�1t,%:d-essiii7ity Stataesent;..'kefuadbtatamant Under Florida lnw,email addresses'mom:pubilcrecords.3f you do oat want your eomail'address released In resptime to a.pdbltc-records request do not send ekdcpnit• mail to this entity.lnstead;,cortact tha`gffic4.fty,phone or by traditional mail:..If you have any Questions;please tAnwct 85tl;4S7,1395.,'{hfisuant ro ScStlan 455:2>S{l};; Florida statutes,effecova octet er 1 2012,;ritensibs licensed under Chapter 4SS'fiS.niust`orovide the Depanmeot with an'�ma�l address if they have one.The smells .. Provided may be used.ForofflcTat comrmunicatiott with the:pcerrses.tlnwever emairaddresse,are plibllc:reccrd::fypu do net wish to supply a persopal address;please Provide the Department with an email addiess which can.°be made available'to the public.To determine!!.yet)are ailcensea tinier Cfiapter 45S,F;&,-please Oick:bPrq. . Noduct Approval Accopta: Credit Card I i y � j�EE�AL NOTES: B.ANCHORS.SML BE INSTALLED FOLLOWING ALL Of THE'RECOMENCATIONS AND SPECIFTCAMONS OF THE ANCHOR'S MANUFACTURER.' L WLURLUS ROLLING SHUTTER SYSTEM SHOWN ON THIS PRODUC7�EVALUATION DQ0l1MEPiT(pED: HAS BEEN - 0.ANCHORS REQUIRED FOR STORM'BARS CONNECTIONS SMALL BE AS SPECIFIED,ON APPLICABLE SECIONS SHOWN ON SHEET-S. 'VERIFIED FOR COMPL(Ad4Cf.W-ACCORDANCE WITH THE 2020(7tIt EDIT 11)OF THE FLARiCW�UIWING CODE -3/8.Ort 7/4'CALK-INS 4ANUFACILREO BY OEVdALT. INC. NAURLUS ROLLING SHUTTER SYSTEM SHALL NOT BE INSTALLED AT Hoi VELOCITY HURRICANE ZON'M(mm-DARE -1/410X3/4"SOLE}-SET MANUFACTURED BY ALL,P"T.INC. %BROt4'ARD COUMES)• -3/8`a KAIK BOLT TZ MANUFACTURED BY HILTd.INC. DESIGN Y+$k.'`LOADS SHAD.BE DETERMINED AS PER SECTION 1004 Of THE ABOVE MENTIONED CODE. -9/1TS.P TAPPON MANUFACTURED BY ITIN WILDEX:INC FOR A BASrC WIND SPED AS REQURED BY THE JGFJSDt MN WHERE THESE SNUTTERS WILL BE INSTALLED MINIMUM EDGE D15TAt4CE AND SPACING FOR ABOVE ME'4Ti0NED ANCHORS S1tAi!.'BE AS Tr�IOATEQ BELOW OR AT ABOVE MENTIONED SNEf.T. - FOR A UIREO'RONAi:Itt FACTOR Kdm0.8S.USING A50E'7-i G FOR 1T4STALLATR%N5 UNDER 202D.F8C EDGE DISTANCE AND EMBEOMENTS ARE BEYOND'ANY FRESH MATERIAL. AND SHALL NOT EXCEED THE UAXNUM (AS.O.) DESIGN PP.+.SS7#+F RATINGS NDMATED-ON S+RETS 15 THRU 18&20 THRJ 26. EMBEDMENT IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-16 GRW'FILED OR SHALL BE FIRST REDUCED TO AS.O,DESIGN YARD LOADS 8Y WULTIPLYM THEM BY 0.6 IN ORDER TO ANVviOR SPACING M I= EDGE DISTANCE A LOAM CONCRETE CONCRETE BLOCK TO COMPARE THESE W/MAX. (AS.0)OESTGN PRESSURE RATINGS INDICATED ON SHr..E'Si 15 THRU 18&20 THRU 26. 3/80x1 1/4,CACK-IN 3 3/4- 4 1/2- 1 1/4"(3000 0) NOT ALLOWED 2;IN ORDER TO VERIFY THAT COMPONE:::NNT3 AND ANCHORS ON THIS P,LO,A5 TESTED WERE.NOT OVER STRESSED. 1/4%3/4-SOLIO-SET 1. 3. 7/8'.(3000 psi) NOT ALLOWED A 33%RdCRE:ASE IN ALLO%SBLE SIMS FOR WIND I_OADS WAS NU USED IN THEIR ANAL.YWS,FASTENERS 3/5*0 KWTK OOLI TZ 9' r 2 1/2-(3000 pat) NOT ALLOWED SPACINGS TO WOOD HAVE BEEN OETERL1WED IN ACCCP0kNCE WITH N.D,S.:2011L 5/16.0 TAPCON KL 3 3/4- 3 1/6- 2 1/4'(2899 psi) NOT ALLOWED !cA;,TILUS itcLL:tNG SHUTTER S`faTEAt°S-ADEOLEtCY FOR D.IPRCT AND CYCLIC RE'SIS7A•JCE 1LAS B trc; PIE IN id. "°'CHGTiS RE.YN�RED FOR MULLION COddNECTf(?INS SttALL.BE AS SPECIFIED Qt4 APPLICRBLE SECTIONS MOWN ON SHEETS 00, . ACCORDANCE WITH SECTION 1609.12 OF THE ASO`&MENTIONED CODE AS AMERICAN TEST LAB OF SOUTH ANC ti, TIR t2. 1FO 73 L iN FLORIDA. REPORT d. 1030.01-08 AS PEP,ASTM'E 1096.E 1886 AND E 330 STANDARDS,QUALIFYING WSTALLATTONS FOR WIND ZCNES 1, Z 3&4, MISSILE TYPE D AND ONLY APPLrABdE TO BASIC PROTECTION -KiViK BOLT TZ EXPANSION ANCHOR tKATTUFAC7UREA E1Y HN;.iT, INC. iNSTALLATTONS,AS OM4ED BY SECTIONS 6.2.1.1.6.2.12 AND 8.3 OF AST)A E.19S6 SLE MEETS 13&20 -KVIK SCREW ANCHOR MANUFACTURED REO 6Y Him INC. FOR AODRSth 1AL UMRAiT9NS' -WEDGE-BOLT ANCHOR MANUFACTURED BY QEWALT, INC. 3.ALL ALUMINVU EXTRUSIONS SHALL BE 6063-TB ALLOY(UNLESS OTHERWISE NOTED),SEE SHEET.2, WNIMUM EDGE DISTANCE AND SPACING FOR ABOVE MENTIONED ANCHORS SHALL BE AS INDICATED BELOW OR AT ABOVE MENTIONED SHEET. 4.ALL SCREWS EXCEPT END RETENTION SCREW I))TO BE STAINLESS STEEL 304 OR 316�SERIES WITH 50 kni EDGE DISTANCE AND rMBEDMENTS ARE BEYOND ANY FINISH MATERIAL EMBEDMENT 83 1110R YIELD STRENGTH AND HD,Imi TENSILE STITENGi�OR CORROSION RESISTANT COATED CARBON�STEEL AS PER ON GROUT FILLED OR SOWS,ALL S.D.S.ARE-TE1i SCREWS MANUFACTURED EY ITW SLQLDEJ(&,SHALL COLLPLY W/FLMDA BUILDING ANCHOR SPACING a t0D„ EDGE DISTANCE a lox CONCRETE CONCRETE BLOCK CODE SECTION 241T:3.3.4, 3/4'0 Kw SOLT 72 2Y 9� 4 3/4'(3000 psi) NOT ALLOVITED S.BOLTS TO BE ASTM A-307.GALVANIZED OR AIST 3C4 OR 316 SERIES STAINLESS STEEL WITH 36 ke1 MINIMUM 1/2'0 Kh I;I Bi1eT'i2 22 1/2' 7 1/2' 3 1/4'(3000 PSI) NOT ALLOWED YIELD SIRITNGTIL 3/8 a KYY C{7C1_i.TZ 6- 4 3/8' 2'(3000 PSI) NOT ALLOWED 6,NAUTILUS ROLUJC Sf NUTTER SYSTEM BEARS U.S. PATENTS(6,OS5,225 AND 87.409.980. 3/8 a HL � EW 4' S Y(3000 PSG} HOT ALLOWED 3/8 P WED?%��T 4 1/2` 4 1/2' 2 1/2'(3000,PSI) NOT hftOk'fQ' 7; ANCHORS TO WALL FOR 0)SIDE RAIL SITP.EL BE AS FOLLOWS: 1/2"0!&, 9 v DR"m MT 6 6. 3�(3000 PSI) NOT ALLOWED 3/8`0 IRE-U WV fR WMV MT 7 1/2' 7 1/2- 2 1/2-(3600 FSI) NOT ALLOWED (A)TO EXSTING POURED CONCRETE;MIN,3D60 P.a.I,COMPRESSIVE STRENGTH, 17.SHE INSTALLED.,*COx/RiACTO1?is TO sek/MLK ALL PRODUCT COMPONENT EDGES WHICH REMA+N IN CONTINUOUS CONTACT WITH THE BUILDING -5/16%TAPCON XL ANCHORS AS MANUFACTURED BY TTW SUILDE'X.INC. TO PREVENT W1WRAIN INTRUSION.MIX 010 SEAT.PRODUCT TRACKS:ALL AROUND-FULL,LENGTH. -3/8't'^h"rK SOLT 3 ANCHORS AS MAtiUFAMPM 13Y JITLTI,INC. 12;R Sma 8E THE OF 1Ht.C4iN7TtAL TOH 1D Vuh1Fr,TTiE SOUP-60NE.6S CIF TFi£`S7RUGTURE W1iERE PROOC:C.'T IS,TO.DE ATTA.C41E0 TO AiT M.NWUM EMBEDMENT INTO POURED CONCRETE SHALT.BE tNs1RE PROPER r.MCtiORAGE,11,w FRQX- MT StVU v1`TLY BE.ATFACKV TO CONCH£SE.OONCRETE,ULOCPt OTd V(=FRAME BUILDINGS. " iler FOR 5/76-V 7APGON xi.ANCHORS&2 vi2 FOR 3/8"0 KWIK BOLT 3 ANCHORS. NO Doe EDM�iT LNTO STUCCO SHAD.BE CONSIDERED AS PART OF THE REQUIRED EMBEDMENT. 13.'ryxfr PkODUCT'S INSTALLATION b.kAu CowLY**ALL SPCv?'![roWtATED 44 iFilj DRAW7NC',3?LUS�?WY�F.Ed1dLtNwS'n,AyfJ ZONlA7G REGULATIONS PROVIDED 6Y ME-JURiSWCT10N rMERE PERLtI'IS APPLIED TO. 4,2 01410M£'AGE DISTANCE(E.O,)INTO POUI?£0 CONCRETE SHALL BE: 4 FOR 5/16`0 TAPCON XL MiCHORS do 5'FOR 3/8%KW1K SOLT 3 ANCHORS.EDGE DISTANCE IS.OMNI). .Yb�. LtIT$10 MECNANIS%t 0,0T.PART 0 ANY T11MEH MATERIAL ; 1_.&((a}}THI3 FE.D,PhEPARED'DY Tte ET eL^1ME'S1?,tS rz)N. vI Atio DO>:.;'tpi,PROVIDE-t?JFOt1NVaim7H t"0e1 A SITE-SP QIsI+'F�±::RtEGT'i.e.WHERE THE STE A.3}o CASE rmw PRECAST STONE.PRECAST CONCRETE OR RRICK PANELS,VENEER OP. PAVERS BE FOUND ON .CLFN07TtONS I)MT'E FROM TI4E,,P,E:D, .. TIC XISi3NG WALL OR FLOOR,ANCHORS-SHAY BE LONG ENOUGH TO REACH THE MAIN STRUCTURE;e&NU - - SIJCY,PANELS. -(tx)CONTRACTOR TO,tT"E-^'�FES'ACNSIE4£'FOP T4E�Sn'7f=N,i✓d1RCttASc&`70 d4ST1•LLAT'�(7F) tNCtlfrHN(;LIFE SA�'0;'TTu$•=:F�TOfkUCL BASED ON 7:Nt5 (D)TO E:4i5flNG GTTDUT FILLED CELL CONCRETE BLOCK WALL;ASTM C-90 CO,&A.,�S LRE..Ht5, Lm!. w ��A��DO T'4.,C��;�'.O%Et€[.FSi ON.�?Ttp DQCt74k� CA'L.'Tro'UCs`AN SAiL.t`(.AT SITE.IS THE S/iIa'a YAPCON XL ANCHORS.AS MANUFACTURED BY TRH BUILDER.INC. (r.)THIS p:EU WILL BE I OMIDEREA.INVtJJO IF ALTERED'9.T ANY'MEA141f . .t3.1) Mit4lyum EMBEDMENT OF 5/16-0 TAPOON XL ANCHORS INTO THE GROUT FILLED CELL CONCRETE BLOCK . UNIT SHALL BE:2 t/4-. ^(tl)StTT;SPECIflC PROJECTSSNALL.,fiE PREPhREO ETY A fLORIQA RLSKiTERED`ENGddEEPi OR ARCHITECT NH1CH.VILE BE:CGHtE 14+E ENGINEER OF NO.EMBECME4r INTO STYICW SHALL BE CONSIDERED AS PART OF THE REQUIRED EMBEDMENT. ^cEOORD..(E.O.R.}FOR THE PJ�ECT AND.VINO"vti L BE,REESMNSIB;:E T€rti,T14E PROPER USE:OF THE P,E:O.'ENGINEER Ot RECORD,ACTING AS, ' A.OEtiCAlLO FkGTNEUR 40,THE P.cT1.=E1TC1N0ES2•;SRN,L`'St7BN(T'TO;TH75 LATTER.�,.jTIF'5RE SPECS%OR YY(NG5"FCR^:REVW_w: MtINIUUM EDGE DISTANCE(E,D.)OF 5/16*0 TAPC0N•XL.ANCHORS INTO GROUT FIU,ED CELL CONCRETE .. BLOCK SRAL BE 4-, EDGE DISTANCE IS BEYOND ANY FINISH MATERIAL `.(q THT^i P:E:O.SHA.cL.,L.:bax,THE�DATE A6t1f G.tOIdAT ios A0 VGIN Eia"E OfjiE.1'tO'€1.'}STOMA£.ENGi1I"..1�?_(Ct1•' . RECORD THAT PRVARED 17:-.' - 0.3)F t E 17TAT PRECAST STONE;PRECAST CONCRETE OR BRICK PANELS;VENEER OR PAVERS BE FOUST)ON .. � - •^ .i 'THE EXISTING WALL OR FLOOR,ANCHORS SHALL BE LONG ENOUGH ID REACH THE MAIN STRUCTURE BEHIND 75.PRODUCT MANUFACTURERS WEE:SHALL BE LOCATED Cd1 A.REAOILY�V�fiLE:I:QCATTOtl AT PRQOEdG`F 7N•ACCCRDAT:CE`INtTIi SECTION 1709.9.3 OF 57KH PANELS. RDRIOA..SNLDIFiG CODE.ONE,tFDF1:.-HAU"BE,PtAr..ED FOR-EvERY'MtIAIt,LABEL TND'TO COMPLY WITH•^SECTNJI! 17i)5.9.2 Qf DIE FLORIOA BUILDING COCE:.. Tm (r)TT7 M13STTNO Yt00D FRAME BUDINCs SPRUCE PINE-FIR-SOUTH (G-0.36),DQUOLA9,-^FIR SOU1N(Gm0.46}O?. Y . ." SOUTHERN PINE 2 WJ G a 0.55 MIN. tL Nlpti1lryiyYi, i'ERAtFFS g{T7f�E'TA7 QF RO RX4 FLORiDA:6UiLOD{G CODE(P0n.Bigh Voioc ty Burrieane Zone) �5/16`a TAPCCNJ XL ANCHORS.AS MANUFACTURED BY 1TW BUILDEX.INC. ��},^ - �� ... ... .. .. - �... C.1) UNIMUM EMBEDMENT OF TAPCON XL ANCHORS,INTO THE WOOO FRAME UNIT SHALL Be 2 T/4`PHYSi0Ai � �� `��"� � o�� THREADED PENETRATION. Pop, �' - "gf .. Jz 1Mg'SBattar 06/812a10 IdO'EMBEDMENT INTO FINISH MlsTER4",L SFNttt BE CONSTiX:RED AS PART'OF THE REQUIRED Ear13EDMENI: .N(1 ,} j t,. .f_. .' MIE C,2):MINIMUM EDGE DESTANL�{{E,D.}OF iAPCON AFTCHQT4,INTO Vd00D STw.1 8E 2 1/4'.EDGE Q15TAN`QE IS 7Tr' """ .,G "°^a;m 1IL.tY tt51ING&TWGRn:EP1<mo-v COWA V ;_.EXPERT,�.~JHUTT ^Jib ��'r INC. 8E"ICNO ANY FINISH MATERIAL. �c s AwAvy a�4 t 0 °i}'s5ata tea. 66tl 5 W WN 1ua.0 nRdv6 20-06d x: 6T fE Q Q`s� ^� r oR7 sT LL='iL 540"- .C.3)ik•CASE THAT PRECAST'STONE PRECA5T'CxT1CREfE�OR BRICK PANELS.�VE14EER OR PAVERS BE FOUND ON � *4y,1 � Gt€.IJIX'47T9 .. 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SIAM Cs: , 1^4 ,n illR era/s:r=u�ns��:�eav "� r�'. a• rr4)�)tti'iC)ltYt` � 14 23, 12 q . 1 SIDEIENDCAP,,, NUtdSiNi'stBldOTOP).040 THICK, ., hIOUSSING(FR{'W&BOTTOM).W TRCK 4 S@'RLNG bRACKET O S SPRIWAASEtMBLY .5 60 W&I W AtGOtjAL AXLE 1 E Try .. r �. ,.sID�:RAIL:tWBtiN s c oM i .- . �r / $)M RAIL'(C�}2 SECTION) �,. ; r L 17 . `'` / .� 9 ;ALUMINUM STARTER SLAT ii� ALUMINUM SLATS 1=10 11 ALUMINUM allk SLAT 12 TUBULAR WTOR 1:3 MOTOR W%gl;ET 14 SPRING,GEAR&MOTOR BRACKET BOLTS 15 HM 4SSING(BACK&TOP)FASTENERS 'D. s / f �> 16 a'iDE RAJL'(M4iN SEGTI0N FASTENERS ~~ 17 HOUSING(FRONT,.&BOTTOM),FASTENERS 18 ENL7:RETEMIONh'SSE(v16LY 13 OCTAGONAL A(LE"FASTENERS 20 60MM OCTAGONAL:DRIVE CROWN ( [ 21 CONNECTOR SLEEVE- s 22 GEAR-PLASTIC OR 7-AMriAG•CASING 23 UNIVERSAL WITH.DRIVE SHAFT 24 6QMM OCTAGONAL IDLER END r/^ 25 IDL.ERBRACKET OATH BEAPJNG' --'" BOX & END CAP ASS' CMBLY.Q0MP0NENTS` a n-dR.ak.�FlUMW,CODE(gtW.trt HFjyh�TcelxKY Hurrtcorte Zone) C1t1?AS YIlTEto wc. �641� f ia? OfuWN EYi �y E ""tl� ''" RotL�sf�'iSilffBZSpsleJif .T C6/a/aozo. t 1 L C d 164 C oar r�� 44t6 � rxtrlrT s�IUTT °.:s +ICEs INC. = 7' rfsur SLSTtNst ffi f'NOINEERIPig;GiSuNrY. efi#4.1 a.+a ammma wc,:*s.n .< .666 S.R..xtilT&o pRrrt. .20-064 `C' •,r ?,�`'i.w`, r!kr {w5+rc�r_a �. tad-7s+a ro8i sr.Estue•.rL assee, OpAvmm 4 Pxv3'hr sacc®a/.Wn!: ryt�royq(ww swws5.ran f7fiY Eraynr»: Na BT 20 ATEO ct-pa.nuj P b ,v.E', r: utWMMi!aR Yw WS` • EEf J& rt � :�.r ,,.,ORV . • � �,{�,.s::nt�sicl<ntu>elcral .,. ,,zi,; NAt �<<.�� , f30X �Y/6 do Y/7 i 80X !��/9 t' 1 /9 /V m REAR"®Y/6 Ec Y%7 I . i t (1YrP r` (TYP) V aA.A'c"'v aA:�.A�\.��A.'V\V-';.iw.A��<AI..Av>"��;'kV'v\\.,,. :.i�"'��i;" '� `-,.\\�V '\�r`.'rt:".`^�.Av.A\:,�'�,�,..`.:•n`.vtit��`j, '�.'.:e°;''.',�v '.�,;�;�`+A� END CAP--- END CAP L r -END CAP . ._.— E END CAP,_ SLATS fl- SLA TS _. _........__.__..__ } _. ..y. SLATS �..._.-. 14 I _._...._.. _.--.._... ......, i..-,.S .- .,,....•...„.- SLATS -'_ T- _ .•------'s x SLATS ti SLATS 0/8 _.._... _ / pe 0/8 0/8 0'/8 - - - Or/8 ..... _._ __• 7 _ 97 _..._ .a ATsSLATS ----_ .�- YP Ea. END) ............ _ r • - €as f ..._.w^ SLATSSLATS A - --- �10 ».............. ._..®:.:....�".,6::SLATS p t 1 a, srDRM earl.aAcmn /�� / - 1/ S-i, /i� r r�a f :/.,��`�'/� •',- "jiYr6 & ( . Y/6 & Y/7 B s r g I v/ ...., 7.,,.....(SEE Fow—RFS ON 54EETS-15.3 PD.j -..... ._.-_..; SCHEOULLS ON SHEET 15) SHEVS a & 3 FOR COMPON..NTS.WMENCLATORe. TYPICAL S.4�t�r4t UNIT ELEVATION 1N �TiJEt BARS �w ^� NQM SEE SREETS,2 3e 3 FOR COMPONENTS PiCjMCtk�€?RF--- FR4 t!y'� FDBSt�T tNSI�}ii�Al'tOFi"GEY�i�'�'-�1tlt"REI�FiT`(' .jK CA 5PlLPT`E'ffElCFft 50uAL UR i, cS Tftat; 4T'-D"i hR?L1CAflit:TO ORd�'whs,••tV)SmR3i EARS tNi;W/sTrQul EARS&Mlais:MS Y7,t''N,EIGTitS� To it' C-7 .. ' fa)L'um lt+ WAW-7:RRt Vt/01 SLATS AT TOP.F'CLt.C'?eED''W'�2>I.3,. nitri,147ER,..AU. !r �aY DOWN-F.AM SAT.#::SKALt C£NSP; 4f�A[N':TW,i +,S).MAi3 lr TIU.T?f.AT- WmBUi xpfiC3;£Ja7 tQlf it'r7iHC ad7�s BiYNtiW4FtR7 LOW Q1 SLA-.stalt GE' CowN U TF JtiflL.TC:ALI SFUTTM hP_?V0!S CM-LETEU.'VVAN RY O "At SLAT`?tUl�Cvt , i'iri7M.t�P3 ormRE w om S (E)MAY VARY wim,,skumws i€EiG4. (irj F'irn7aee-SLAT,@, MUST ;.jl.J,WAT<.rkSTAj 6, rAs_z: SHUT—.k I:E.u1T'LARGER T lah 1`_0'APPUCA TO-h'TALL!{ NI. i Q SIDR 'GARS Mt W/OR dr/a mut 70%W/TtEi 4IS4ARCE.R THAN Ti' 0, ' �y«�(.tStjj 01, Fl.OM6A,iUL NOt CUOE(lion Hfgy VelocRy Hurricane Zone) (o cuwai 4f11,-=ST,1W w/p.4.SLAT. A.,MP.r'CSU+•�i??T � ��...» -HE3tEFFiET;.tilt, .��`�.` �••,:Y /t��i� .. .... 6:iom mmeo mc. aRA'�vN sn +AT Su, •��' .tCElJs� ��'`r _ _ � tF�� , d.P. hStT2T? C#iRT'rnF h"C3iAL.rLA?5 Pip:T'PtAAk7 ':TJY1 Ql a.A.Seiltt 6-.' '•' "`"_ ,tf RallfrSBIIPZCt'$Fsfrsi[ os/e/2a20 C-10MiUM Ul"Ill AFC...A,=S I;sST.ry;tFi}:AT`TG fie,S*T m 16,.TW-EO Ark'�.T:t{iT%fit:�iO " c �� ....-.' I �w y��INt. � DATE 4xA MUST f3c a lrL�TO{SCM{LjT r E Tara€ a SrT Es N€c*rrr No:d4f b E Tyg�yy �uuT� r��[yy SERVICES INLlt'TES7WO 6.P}.a NEERINO COMPANY EXPERT.,SHU ER SERVICES INC. .- M . �C" P,r '?,,;m ..+ etr ue.. m:rs rmaan c++soa (+t}fipTTLT,u..'tA7(o uusr Be clwAlis n:'Si ,tEa. t .,..+n.. w es» i�mlor_t:�S166 Za Lu 20-064 a STATE<�f Fc a im++c em1 om � lip rs Boa aRa c no ��• F( Q '�T(^' tiC+L:EA f P.L ua'aw:7 er.dn `etssevy . jyrrf` ��•,� ��.�4�'f,. SCAt/SipVATLIRF,/pJiTE iLRr.Ft:^.d tx.A'•a167 aA.+ww n,e£ . SNEET wW oT 26 T o.n Ne..MJIIION SPACW?I S W-1/1OOR W-2/11 OR 4b0,f,0 or ® � � Of Of � � _3/1 OR W- ON sN 2c25k-25) 4/13 , 1 K 0 REAR W-1/1 O OR W-2/11 OR Ma. STORM BAR SPAWIG 1 Afax,MIAWN SPAMIG } W 3 12 On W-ti`' 13 Q+f3/. (SEE SCHEAULE ON SHM 221 r �SCN�1L: (ttP.). "�Or G or C / / - CN si 24, 25&26 f�',//f.s'f/ '`��x>.✓. i•r`/':;�';.,y?'.'-.::`�%/ /%� /'�Lr rY x� �,; �'///i�iffi "-�i :;%F!x/f;<:ti x fi �s fx.-'" �f� !- ' ,-•BOX 1_ND CAR-- } I t 1 END uAP1» ., _.__....__.�__.._:_._......_._._ _.__..:».__.»_.�._-...._..._.__._... ------: SLATS , I �_ i ••"u—�. 1 I - v.Tc 1 I _..._.._..___._—._._ I SLATS I I I I -_.. •.,SLATS i _W........�.._-. ia 1 SLATS N 2 I i t�--•^•-��• SLATS antea / - N SLATS N a N :i t •-•-�'r SLATS SLATS ry i -'—i.,.....,....•3;.i - "` I f ._.... .e.m ��-,......;.SLATS -) Q/a ul . -Q i[ ....,. Q/g i iI .—..-.._"5..SASLATSSUT5 _ ._............_ s ...„ ov Ey , a'-- aiA7 isLATs s u A T) �ti R/ R (EraT R a I= R a o i or - +' or T _ t 1 w or of B � 1i .... (Typ. Ea. END) Rr � E I I � (Typ. Ea. . R/a ._......_-` _ f �.. 1Ars R/a �Is�TS i ,_._._...,........_._ ....._. or i! Or ....M,,...,_.. ...,...,,....1 i 3 ar I i or Ei.., i t{ Stais CATS i : lFf-1/10 cR W 2/1 tOR, av sTr u BAR sPA rrc - - W 1/10 02 W 2/11bR �B) EG sJ EEt xxi iW-3 12 OR Y jW-3/12 0k W-4/13 (Yi> _ / W-4/13 / YP.} Max. SLAT SPAN Mnx. S_ATt,.`oa&N j ± Max SLAT SPAN S.ta.,*:.S{'.Af �PAti 1 Max. SLAT ?AM i Max.SLAT 5TIM (SEE SCHEDULES ON (SEE Gs+Et;U}::s Q}t `(SEE SCHEDULES ON �SE'k';£CHE,'.;ltL}:S'ON (SEE SCHEDULES ON, i,SE E' ii't+E `JLES'Otd SHEET 15) SHEETS:':m d^. i.5). SHEET 15) ytl i`.15). SHEETS 15'&'.Tfi SHEET is) McaL COPESECUT61!E Slt E1I EEtJATI(lPl I[El S! EC_l1TiY ._S►AIGIE'VAT..... AION W/ MULLIQN & W203.TOR-4 BARS !f MULLION & W/ §TdRM 94RS � NOTE' SEE SHEETS 2 & 3 FOR CD11P iNENTS NOMENCLATURE. hl(�i.a; SEL, SHEETS 2 & 3 FOR COMPONENTS NOMtEKi ATURE, N.T.S. .. PROCEDURE FOR SLAT INSTALLATION 'GIVER A Gf±L117ER.HEIGHT: * CASE 1: SHUTTER HEIGHT EQUAL OR LESS TJIAM ii'-O`.APPLN'ABLE,14'INSTALLATIONS W/O STORM BARS;W/STORM BARS OR W/STORM BARS 4 MUi10N','w/HF,1r!.HTS UP TO (o)CURTAIN SHALL START W/A7 SLATS AT TOP,FOLLC4tiED'BY A2,93, ...,:THEREAFTER ALL THE WAY DOWN,EACH SLAT A SHALL CONSIST OF FIVE(5)SLATS S#'TK''F6,SLAT NUMBER.PROCEDURE FOR ADDING SLATS DO•WNWA,RO BELOW A'I SLAT SHALL BE Colitt;UE tNRL-�TOTAL SHUTTER FREIGHT I _ COMPLETED':QUANTITY OF FINAL SLAT NUMBER INSTALLED Sou-POT`OM SLAT©MXf VARY WITH _ SHUTTER'S HEIGHT: tt1 (b) 60TT01.F SUT©&MUST BE ALWAYS INSTALLED. P.GR)6si'.BUi1€skirs CObT (Non.ugh Velocity Hurricone zonr.) WQ s yp � DRTN 4 R �,:SH,Ii7ER HEIGHT LARGER THAN il'-C"AAPJG.PL'70;hsjAuA7,cN YJ10 STORM BAR AI�R�,T,Q� `(',Cj�� .r.-- P. " iR 6,f Y'P. MULLIONS VI/HEIGHTS LARGER 714AN 11•-0" �- 'LO ,,;.-: - �X L — `�" `3';y G v I�t. i 'Romps5lnateexSgshs ri oe/BATE. (o)CURTAIN SHALL START W/gi SLATS A:TOP, FOLLC T' .f; [ THEREAFTER ALL TH�WAY�• �NO.`S`?�a . -- - ._ � . DOWN.EACH SLAT SHALL CCNS�'�'OF FIVE EXPERT SHU'REYt�SERVICES INC. A (5) LAT'S„r TH;T St AT NUMBER, PROCEDURE�b�, . .., i,.• ?TE eERan%x,Ci Itl'Ak.W:i itT4CkI;Df3Yi.'. 20-064 ADDING SLOTS DOWNWARD BELOW Al SLAT SHALL B Cv4T{NL�E LlQ? Af0 SLAT IS INSTALLED A.fl'0. �ar ,J'-2„rr,A!?:Ic, _ 'I.,.e,�az;atl-I>w n(wsmn-Imi ;T?pRt Sr.lWAT RE 0018#` A10 SLAT IS INSTALLED.ADDITIONAL A10 SLATS MLIS`BE USED TO CC lit,,u T THE TOTN,sHtl'c�FC�� ..,STATE C ,�"a ,�` a-mw,tAa�dcom xm't:.{coo!1'•d�YSsc-rus tT wT-e1ac� DRAWINO Ha a al:M F Y,fOY'-1Y1 C0.R-'Ifh M1 •l:RfV'O`a rott HEIGHT. .. �:�a rjt mny1y�O' �v' C .._ _.: t11T1.9k.RL 4 IC J F`J �••�''--�•-+'-•- fLARMN:.lie..A 4F167 . '..'m�iJw -,-_... Sf4'ET s GC 26 (A) BOTTOM SLAT BQMUST BE ALWAYS INSTALLED. �qA.<'y�3. •� �j�`�C�E SEAL/SiGtJATU.^+EfOA'M1:'... - -.. -. /�dAIlIFtiltilittN�+• - , 5/16'm TAPCONS XL W/- POURED .--5/16.6 TAPCONS XL W/2 1/4'Min, i>ti"><£f6"OR 2YdScT/8 T/4 6xS/4'NW BNLDEX TEK SCREWS I CONCkET4" EMSEOMFNT A Q9.x0060 GKV, ALUMINUU CUBE '1y/T O.O,x0.060'CALV.".STEEL .2 16' Tin.EMBEDMENT I I STEEL WASHER 6 24 o c, r ,. x' & 1'O.Dx0.060 GAE.V. L/ .. ✓ s , / a,,` / i .rrA1ETa®24 o c. 5 i6'6 TAPCONS XL pqf:.. STEEL WASHER 24"c.c. -.. :......_ :....:._: �J �.� A'r'° ✓ ,�`;� �:� > .:" 2 1 4'Min. EJABEDNEN: POURED GONCRf`E' PO RFD CONCRETE:` OR GROUT FII,LEO OR GROUT FILLED - CONCRETE EIN!K 1 CONCRETE BLCCK�.. .✓� �� WAtI.REWIRED. WALL REQUIPED. /} '� I d• I { /I < r J _/ �p t EOC..o� ' /....� f , OPENING Y. M OPE ¢ % EX15rm1G "I �F[S7ENG a 6(BEYUS:, --US ND) ' ,e (BEYOND) ' , (BEYOND) �'' ¢ S ANCHOR SEE ANCHOR �� E.�. �.. 7 /` . Ci SCCHEDULES SCHEDULES ON .—...r rzi SL:ANf:N fr "`� z= S I:ETS 16, 17 SWEETS 16, 17 ---x t,; fry SCHWULLs ON c FN .a. 1B g �z do 16 'S SHEETS 16 17 Min. SEPARATION �W rM. SEPARATION `*s \•.'' 1Ein. SEPAfATION �Gj I. I� TO G!ASS J 0 OLASS c F i? s Wn GWPS J E%iERfOR (SEE SCHEDULES (":. E}(tEEtIOR (SEE SCHEEJLEr "• ,,. £•., EXTERIOR °1 (SEE SCREDULm -,u W ON SHEET 15) at Sam 15) ON SHEET 15) @ �a /Ewe, OR " 4 PCJREU OQ`Cf cm- „- Gi NGf&`if7 FiLtfC J CONCRETE?7L^� p r POURED CONCRETE t "'"""" OR GROUT RLLF.D----�WALL RF.4CtiEE'1 f CONCRER BLOCK 3 WAU REQUIRED. -�e4 ffftt z= cCGE OI 11 ^+- EDGE OF �-^� a t T N T4 Eb -. 1 a T/ ee 1 a _ A.ClE W'4 n,EMF€QE,6lL®S 1.4 .s3 ...c L d c& r2G0at1.. .................... F -ill I'Ar Vie". AT?c 1 f �' ai ra,rx a,cT "[ 1 F_ T> ;T L 2 1/4'81:.A.EMBECM«• /..... - (Tc=3 usi-A4�n)REtYO; '2 1/4'�Mr.: EMBEDME, YJf.LLMOUNTING FLOOR/CE).UNG/7RAPPE6 MOUN€(NG SUIL"UTMOUNMG. SECTION Y--Y ' rtl4; � ~�. - .T .:., �rrj ... O:EXz�ui?tt.:+:2 c�c: ( aS urr5eon�e ZEcne) FE++Ri0A SUILMNG CODE fg"t VPICCAY A iNS T ALLA T IGI�I DETAILS .0 N EXISTING POU .. � � -�;% - Alan >� cdse "* �a mrsrs = ..-=o �0 Fp.,c �� LATE CONCRETE OR GROUT FILLED uELL GOI�'G�F E, 4,1167 �~ � � � �� z � �x�irar s�urrr�.s�t7vtc�s"�r!C. BLOCK, B fJ I LD I�!G 5 i€LLIT lE5 N&H[}3�P(E[i[HC CWapANY ',t ''+ Y .s1^,m s"+`Fk>a,s°i 's'ist?ea - r6a tv.1rwTa�Oas amv¢.` 20-06d ,.,s/r' PCa'f ST LBCF'.i f4'48e1 p9AP6FG Ye STATE OF -�'�'��. {'��- � eA`�tayn�u�rwm rat-ooaa.rAx. SHEET 6 or 29 .. .. U�tttietix�}��.: C)MEOW WOW TRUSSES OR PPr7'P t TRUt.'AE 9 4 RAr7EFf#� s/wo TAPCONS xC W/. _S/1B-0,TAPCO14 M.W/., t rja'I'Yje RW BW:DE.% ,.1 61'atJa,OR a +•lf4'd'x3/4'R'R%lit.DFX S;2 1/2'mi,PENETRAPON S 2•t/a"N'uF.P' TlDn tS1•.,Je•CR 1 f tLX S[Pt'vt8 w/ J TU(SmEws W/ E 61 t O.D.0.DaO"CAL E,tISRNC YIOfO t! w.'OA80•G-m 2129,/8•^••-+ , 1 DDx4 CFO GALVANIZED 11 4 J ± ) DD 0060'CA:.�Aflt= DUSTING:roU7 UAt NUU tUEK t STET.WISHER.l z4"e.e. iRUS5E5 OR PAF'72 "SIE>L Wn,HER O "ne. A.UtM UM TUBEt I L'm WASHER 6 24'o.:. E '"M•455E=DR(+}RER - S EST.**.IP�24• 5/16 C Tpm-ei"AL x ,r'' +� cr.. B/ls•s TAPCGN..%E t W/2 I(z'uat, r, x i,,,w"'• ^..- .r' .. »,�',� ,., ,n..y .�.i r _..«« ,..• P�[l'�iA'RY GF# .�� ''f„ !'m PENZEs4tATM.� (2)2 z4 OR { (2)2•xe'OR s cart �-y� 2 xG ca (2).2'.4 R (2)Z R fix WOOD HEADER �`?' "` WGOb HEADER ,;;,.c^' r.C'W7 "3 i t a•.&•coNr r REODtREO w REciARED ,I{ WOOD i1eADER E i !Y'*•1q I E t �£@ R 7 PEOUIRED 81 y « (w t u t f� • 1 flu 41 a r! 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F'l3i[ia 9 sattl. a'r.s �w«w,�""' ariw •airxm� er`�..�s✓LttaO'uff':s S�LhL.. 1/E+".m j" .,. If/I11Nit6ittµ�t�-'. Mtn. E.D. Min. E.D. (4)ANCHORS�.•: ' -- SEE SCHEDULE 1 ' SEE SCHEDULE 1 (SEE SCHEDULE({t) I �( ).. I !"�(. )'� ° (6061-T6 ALLOY} ...��(' OSEF.YAIDYUTAOG TREIAOR kQ(END&INTERIOR)TRAPPED MOUMEO YUUCKN EOCE OF�L,B t -7 EaGE__OF SLR6 r} Alm.ANGLE EA # SPl4t COV,JtfD:Rr 5,^HEDULE 1b'FOR fNSIAUhTI07t CASTS i,Ia&U ON SHEET IF APPU,„ r J _ l LjCA IE "' SIDE 4Y 2 t/2 m '� 3" 25 FAR ' / () \ \ -'':THRU BOLTS - ( (Ldi.'FJ ICAO,M(AUGN SPACING ANO ST;11 LNS:•AL(ATSCN}. \�\•�'t1 f`` �'� :�\� \�':\ ""\ '_j is#, _ 0 MULUGHt . \y \ �' \ `� i C'4.✓ t 4it t' NUil MGMI -RESII'iFKPAI-AND COMMERCIAL AFPUCATICNS WITH 160.8 EMKIR { p..t,VAZIUM AS.%DESIGN PRESSURE RATING, 1 ! SPACING. 3 POURED CONCRETE SEE:J;HEFAfiES#I &#2 FOR ADDITIONAL SPECS. 3 ksi Yin.). (6061=6 ALLOY)----� EX IMIR I SEE SCHEDULE fit., A}um.ANGLE FA. SIDE I i _.! 1 Tf7" \G�_ i 6" < 4Y/ (2} t.f2`o THRJ -.. (y.. _ ..'. j �LdOi f�h-RE,dOENTUI.AND COMMERVII,APPLICATION?R/t80,R psi. E g 5 BOLTS TO YULL.iON tC) )•if1' YRkiNL`Y ASL DEST,",N PURE RATING,B'-0• ( I�. _ MAYINUN YLLUON SPAONG. �...,.....".",.6x SEE SNEDU.ES#1 &#2 FOR ADUDVK SPECS 1 s GLASS ALTERNATVE SECTION X-I-XI I VJ! * ± Da n-COMAIERCVA-AMMAT—M FCR 31 U LA 0 pat O.MICY AS.D. -..L 1 rJ � - „� � / tJ2' G-w GN PRESSURE fiA1A1G,8'-0'VAxIYUYt NUWON SPACUIO.SEE SCHED<F.ES#I&►2 FOR ADM*MM, o n M� I -'G OR G1 (4"x6" INTERIOR MULLION ONLY W/.ORI€NTATION # 2) i' 1 1/2• SPEC& N r, II .. (2)AHwOR5 ¢� N 3'x3°xl/4„z0._8........... «1` g•:.....__ 1"` (SEE 50 UIF(2) zr • (6C61-T6 ALLOY)ATum.ANGLE EA SiOf + ALTERNATIVE SECTION Xi-xi W/ $ va E,i VI/ (2) 1 o c BOLTS TO MUuICH ft) I� t ='i I-Rx8 INTERIOR AND END MUWON W ORIENTATION 1 o_ f I { SCHEDULE #1 t,w Q/8 OF Q/8 of rJ II [t EUMWR -- T —.'^ `f'"'-' I 1+ MSIAUITION YIN-SLAB j YL4.ANCHOR YIN.CDCE T U R/8 OF it I V R/8 of .:: T TNICRNESS� ANCHOR TYPE:92E'(7'fP.TOP k BOTTOu) OtSTAN E FOR o ur (4}ANCh10RS r. CASES =� D. ) EAreEDYCNT I ANCHOR R 8 pg R 8 (SEE SCH06t-r i ,/ I !. ,/ J.-a 1tLn INC HJS-H SCREW&3/9-0PWIER FASTENER �4R` 2R FORe@&@ 114r?JOR)FLmums 2 1/2' 5 1/2' a' °1/2' Nut N7G NUS-H SCREYf&1/ p ^SPfR Fi51fiF ALTERNATIVE SECTION X1 X1 WI q �, YmG-BOLT.ANCHOR FOTt (4O r?Cx CP)Y agr'i y E' Iwo,/ORIENTATION#t ..' X 1 i I` X 1 (4'x8" INTERIOR. MILLION ONLY 1 ORIENTATION � 2) � I/z A R Ln atc KYr �r i V: *=�it�j w•rux* ?; {iYF.T"JF/GtT:TG4()I.. I T0Pf807TokQ .. ,. �.' jYIA00N5 W/ORIENTATN7N (EPY'AIA CHI W/ 2 if2' 5 1/2' 't pp i I IORIEurAnoN qt). ��_._.___;._.___,_- . k I yx3'xt/4 x0 8 Za .1�j2'a t!ttn RtC HUS i��..7 tJ"t a CT+F'r'?t FISTFJ#A.( (6Dol-TB ALLOY)Alum t di GE- T A"rTP1R 0 t04 CAR IN1Ef7OR. ANGLE EA. SIDE W/(i} .` p' T- t .a#WON}W%CRIFJ'ftAt*us ..SR+a. - I ( •Fj I - I f2*0 THF- BOLTS TO •�..E I - 3{ .- _W (('' : -------------- I t i i` 1 NU uN t t 1 I !YCRxOm`a Yin IvC Kw'x Tt.PdtMLELI'ifJ"OKI,_ s 4 7 ✓�y F Al, I llkO_MEN I°u/y inn t 3 /• t/e , w, / ,l /.'. OF SLIS n- t z".H�n tNc Nun Its �'�i vRt t w e i 7 Ta Frm,, ( y}t I (sE SCHEDULE �1)-It uca` (O R{tERlt7� zBOVTwo°F�o"Q' m iL,RME ct scrEeurw°g}T; y 6 EDGED SLABI Min, ED .� E WJL.VO C&,mac J IAfr+. E.D. .. ORtE1 DmOIS t DR 2, IF APPUCAB SE_SCHEDULE 1 c .....�._..,.�..�.:... ,` r a}ANCHORS POD?TA CC<`'CRM SEE SCHEDULE 1 SCHE um Z. � EG SCNEVUL-P. YPt. mOE. ANCHOR TYPE a sac Ctva.T6a a 96Rawp guemi[EHr Dt'"L E FOR ALTERNATIVE SECTION Xt"X1 WI' -"4—tt ANCHOR :S 6 a NILTI 1N0 HUG,-#i:Sw"tdtYi 1�k 3/d`A FLOOR TO CEr ING/TRAMPED MOUNI NC.d ULLt6 G1� I;� s.ze a 8" ' / I 2 1/2 7 1/2' wmr--BOLT ANCHOR- SECTIONStN-1, (4"X8" INTERIOR AND END MUWON ONLY W/ ORIENTATION ; :i� �.y� Illy Fi,mim 414 BU&.Di-46 000Z(Non R#gwjelocity IIurricane 20no) E�Ip INTERIOR TR C} ��EI APP� U i31�NI1lLLIQN INSTALLATION ��` t�'`'�•, r}s; ` .. � APP(CABLE T O A LIMITED LOAD,MULLION SPAN'AND E IUL LION SPACING I� i;`�I� ' �, .. �-Sei _ ��_ s l w t!a t 18t _ P EXPERT' SHUTTER SER`ACES ONC. }ti 4. 11LL�.f tb5t B h E911b.(GN#�rn Wu(PANY - ?-'S!i �+ Eli cwb rt+;.:sOy w„S:,xa waaxx ti.nos.n.c;iv. 450 S Yr tISbTYDstC dRiYE - ..:-..._. DRAWING H I - 971 CAAWING R> a SIDE RAIL(V)AND BOX NOT i a:, ST aTE vE C a-:o�Cens: Fdcxc mac Y o rar;tar m)art�ca_sa M rtxLtrA A.reltt d..P.E. �.x. -a.:aexr. i"w�":."w;":: SHOWN FOR,CLARITY I :�s tGt�`r-' g+ts 67 's to lraor n ,�LpR1CS1'' ��, stAL�sT,.;A>TuaEftagir E'D=,E IF APPLICABLE^ 2 aWLLIDt4 DEPTH0/8'Cont. 1'\\ \ ,�\� 1s .. r ALUM, TUE _(TOP h BOTTOM) Nt/ 1/4"0.3/4"RVY 0U8.DEX TEK fiCRENS T 1 5/:6`a TAFCONS XL W/2 1/4' Z 0.p:x0.0W CYLVANIZED STEEL 'f xd E4D 2 1/6" `e. k.M+n_EMBEDMENT 0 24'O.C. ^' WASHER'0 24'c,a. Min E D t:._ c:.0 ••-----'G-'—'�� t 1 1/2" �.... \,, s EDGE IF APPHCABLE^ -- I ! EDGE IF APPLiCABL-1-1 CONTINUOUS POURED-- 7 3/4"Min E.7.... 1 CONCRETE(Cc=3 W Xry _ + 7 3/4"Min. E.D. - 2•'i 6"'din. THICK REO'D. t 2' + rr .. .{......._.......... 1 :: .., } END CAP t -\ ji POURED CONCRETE \k • y (('o 3 ksi min.) \� POURS. CONCRETE 7 3/4' I E7CTFREDR _ Min. E.D. ;EO r'Q 8" Min. THICK REQ D \;\ (f'c = 3 ksi Min. 4 E1CIERIGR 8" Min. THICK REG D I < _ �.. R ,� fi EXtERfQR 2" /�, z G CAR rr IIr 1 y �Q I )OR 4` n m 'F ® 7 3/4' Mr.. E.� 2 . V 7 3/•"." idin. F..O. 2 \`1' i:� _i.: y:� Q/8 or it g; 4/8 or a a^.spa °?� R/8 or fi )' ' R/8 Or - _ �'�'�,4'x4"x3/8"(6061—T6 ALLOY) 7 (6D61—T6 ALLOY) O's, p sI 1 --4um,ANGLE E1. SIDE.. EDGE IF APPLtCABLE.J alum.ANCLE EA. 5tr3E. _ r / €. / _. R' 8 , � R 6 EDGE IF APPLICABLE z _ >ti'ALL MOUNTED SHOO!, .h @E SECTIONk'iWX21Nf �C}R (� ALTERNATIVE-SECTION X2} 141 )ALSO hSiPtLFD TRAPPED A.t13kt5; I � 0c IhT �tIOR tdULIIONj PER SLC.IGN P.'—R ON SiGCr 6. �EFU &..INTERIOR l+fULL(L7N� 3 A v° �., _.<.. a� •. cam { pl�Ft4jA��i` P 1) }s8'j " F,I5 u ktrs E,R \ ," 1 t/2"zt 1/2"xO.062"YCONT. ALUTA. "Nx3/`f .. .,... .. •..��: ANGLE +N/ 1/44" ITW BU€i.DEK' 7 S ,M1 ..Hitt; G. 1 '"' 1 TEK SCREWS 24" o.c. TO TUE7y; j .._.T. fL4 {- ` 9'SIDE i2„{L-{j NOT SHOWN FOR CLARIT7f v....... I k 7" % 8 Min. Tt1:CK REG'D. v w. / r xi r ..:.. _ ..: x2 (rm.rao/eaTts�t a i �» :- 1 i i/2'{ (11v,xw/aarmu) 7 4 4 x3/85co'-10"(6061-T6 ALLOY)Alum. A�Ctt: MIN. Ell- EO EO« [A•SIDE W/(2) 3/4"0 7HRU BOLTS TO YUL LIV.4 \� & (2) 3/4'0 K'NIK BOLT T7 EXPANSION ANCHOR q' 11€j FLM-TIA'MUXxm+ ,LODE(Eton H{Jh Yvloc:ty Hurricane Zone) \\ \ W%y"Min. EMae0ME'Wf 10 POURED CONCRii(;�1diy�{tpi �"`A"°Yf+"""""..""='""."""" ....«e ,C•,`..'_.`:`_..�...�'.. m ,:• �� ^ ..; �.I�� Q s c 4LTE� Nf. /� } CRAMI 8Y: "...... �""°y.�'�. ^--. q W;,LL. M.P.P• TOP do BOT-D?�A}. :t j✓�/'�� e a u til,u s r `f ,,Lc .R T1tc�r S;Fu:Fc.sy�ta-n ocln/:c.: _. Vv:ALI_MOUNTIN3:MULLIONS (G)OR atsa�.a ctic -- znrE POURED CONCRETE 4REALL Na.xt3 r.u:rtst�s "ar+slNcsfnHc coNvaeY I EX4'�R�' S4ltlTf�R S1=RdICS M. SECTION W-2 ,, 9jt' .'9'+'"-cry+' r ire `"`anw.. t"'A+�`:'�'rsew eceu s n usee{ d86 9 w wrtrtai3RfJ¢ 20-064 ,9 i s-rxx..ra..ao6dsls-sv ! 73Fi LL`L1Lr SL..>i48a END UNTERIOR WALL MOUNTED MULLION INSTALLATION . SCt2E: t/B"_ 1• 4�©�n_F CCllil i ','-``pY Vr sxe�c�r�11�a rH<x eE. SEA avalai _ �tt$�INiii114gt5+� sulLoEx SCREWS EOC:E IF APPLICABLE 2,aMULUflN DF:T�'fHxf j$ CanLc /...�4.1'O D.4.0l60"G,ALVAN�D STEEL .... EDGE.IF APPLICA . z •a ALUM.TtlBE {TUP L+.I,'017DM�-W/APPLICABLE- WASHER 024•o o. �\ _,,,_4-,._.._..:. BL \ .--�\ % EDGE IF APPUGABLE-� 7 t 2"Mn. E.D. z t/2 1 'a r, caraa XL W1 2. I!'4", / \ 2•.� 7 1'/2" Min. E.D �A }IA,rt EAffii~D4ScN1 c 74 0' _ 2 . MIN. E.D. k _.:,...... :.-.,, n. _�..... 4 Z A ? V _ 2i" ................................ 1 ( RED CONCRETE'c 3 ksi Min.)CONCRETE6` in THICKNESS 3 1!2' (P'c 3 ks, Min.) i E aMOR REQ'D. �. � L E MIOR t - 6" Min THICKNESS 4 d , 4 I COMIC L'OUS POURED j ' t Ew CAP _---�--�, 1 T I w 7 t/2 CONCRETE(fc 3 ksi tin) I t 7 1/2 Min. E. 2 7 [ - 2 Min.E.O. �. \. t/2"Min, E.D. fi Min. THICKNESS 3 .�L: " i o .. • 6Gs1!4 ALLO A)um.k ANGLE EA. SIDE.ALL 3 GT } kG; OR..G 1 EDGE IF APPLICABEE Al m!" l"Eh SIDE. ECGE IF APPLICABLE-/ = ! ALTERNATIVE SECTION X2-:X2Wl;G;OR_�G>� ALTERNATNE SECTION X2-X2 W! (G t$ N ' D & INTERIO_..-MULLIONS �z - INTERIOR A�U (I(1j1} ��11.-.__ R ) 26 u fWf CRIENTACI6N _«.I fW j ORIFNTATI N�, 1 Q/8 or Q/ '4r (4"S' of 4 47) (8"x4") W R/8 or or�= R•/8 i R`/8 SEE (END&. GI (END & INTERIOR) WALL a " FAO#NTCli MULLIONS SPAN COS/EREO BY SCHEDULE Wb' I' DM T I i%AJ.L MOUNiLD S"t1O UAll' I S1'Al.I�i1Ohd Ch^+ES T` €. II' ON SHEET 25 [}')hE ALSO INS`A�i0 TRAPPED i fLR55. j i A?UU{'a i1:G� F R a` Tlfait (11?+11TED LOAD, R�Jt(-trSN;gf%AC1NG AND SPAN 15TAt,LATIO19): .I I ON SHEET 3,) IfwTt lAlI CASE Y - PESIDENTIAL AND COMMF.RCIr.L E\ 2 1/2 \ s . i.PPLIC.ATIONS, WITH =608 ps.f Min. E.D j j2' 1 iJ2 xc1 J �'xC NT 441: ! MAXIMUM A' ` ' . . r A.S.D. DESIGN PRE�SLIR 7 1%2 # _E RATING, 12'-0' MAXIMUMaA LO W IN E.D. �O SCRF5Q ?4 Gc TC TJn. +t -s mm t i/ E M C RET VALID H FOR �3F1 C 3f !J1f c RE E / ILl'i INCC }f ^� P{ L_. __.............. POWER FASTENERS VIEDGE--BOLT ! ANCHORS. X2 INSCAiATM VEE 1F COMMERCIAL APPLICATION $OFF L100 0 E. r.P.%P/Bo u)t I { - ^r.ravl�enk+} P s f MAXIMUM A,a,D I DESIG PRESSURE RATlw, t 1i4 tafX1A UM k4ULLltON SPACING. BAUD FOR CONNE(1)o TC3 7 i/2" CO} ENUO[KFQa1i�) }xs f4 D a(6055-76 Ati'.RY).,atGm htW CO°IvREYE W� HILTt !0.0 PtViVC BOLT TZ ANCHOPa. MIN. ED CONCRETE(ta=»"ry -Ga` �""' Ea S.,I L tx•/(2) 1r Z%7HRU 8JL.25 O UUU3QlP4 . i mm) 6"Win " {. 4�(i: \.. & ln} Ijl"C•.KWI{EOLT TZ FXPA'i`w?Mi ANCHD�. - SHOWN ._..... _.�..�_._. #$ ' SIDE RAILUb NOT SHOWN-FOR CLARITY 3 1/4"M' .EMBEDMENT TO POURED CONCRETE WAc (rm TuT x !iDROM), .- EDGE IF APPLICABLE- .oll fJl f�ii TLCSRrm a:SILO 4v CFOE Mr..,F,t 01:valwKy ftwr'Kan4 2+tr✓:) VVAELL,hI0U14*G MULLIONS C;li1R a, �•,Q� "�� " -" y $yg Ffl•0. i DF:Y'N fi7:I POURED CONCR>TE.WAI l •1. �tr_id, �9% w r. SEC T ION W;2 = �— •' 3 r ti)[S/ ' r-^ ,s. � �� So71#ag SXeviter5�s:�u.-s OEND&INTMOIR WALLLIr 0u:-dTEu uLLl0N 1N�,TAlLATJON _a cxPEIzr.s�luTT s>R>dtc s Iyc. ---I S I a 1 —• Tr TE Ul Y Znta G"ENGP EH5',G.0—my '. STnl r_.F F° 2 z y .w'. TM 1 . `"" ,ai u,ee aroKr?r ixx�nt 3ased 20-064 f APPLICABLE TO A LIh9TO A ITED LOAD,"MULLION SPAN AND MULLION SPACING ftMLb,7-!N8 f� �a� v�,t�P�'£ £ r^' zr,a tL,t t~" w1 ett,fS,+NRltF(tEj�IaCYE -U:./��En74;LtT17AGt]£ 4. .a. _.—.•4"Min. E.D-........ r. .-- V Alm. E.D,— e..._"rOR{{1)3/4'4 K04 MT EXPANSION t' ANCHt�RS d ENS'tAULUGH� 3'k3'xt/2'x0'-4" �' ( -(ORF ATIONS€fi & #(2). (6061-T6 ALLOY)Alum. f- I_ 1 IE ANGLE FA. 510E W/(2) - •�` , FOR (2) 3/4'0 KAtY fOL7 TL CICPANSION }4"c THRIJ SULTS YO r.__.._..I' Min. EO.._..•.;_. 'ANCHORS C WERLOR MULLION / EDrIe��ATta �2)` Y,41IK SOL CZ EXPAtiSION i ANCHOR R/n'Min, EOGE Ck SLkB�} r-;^'`� !fOG_E OF 5AS EMBEDMEril TO POURED t E it AF09551E 4 t� E F 7 fF hoF�J..52iw COh'GREF (YF.TOP & ' ©OMM) r I. ( 7. EXMOR S f :POURED CONCRET -i :t f" (S'c -:3 k®i Min,) 7; fff Min.11ACK REO'D. II tl ExisTI i ,•:G-^ ;! SECTION X3-X3 W/ i { rrrFit -� - cz; (Eire WUULtoN o.N.Ly) z v i T Fz^ 4^. t 11z," at4 CiF�1` TA N:?.'. t/z 7 1/2` x it ; ( ©CfEASOR "7 �4 �._ Nis I �.\�... j€ �l� i Y l t i 1{ � 16 it s t bCfERLOfi Ff( vi it VVV X'.3i4';s".,e..�.!) J (Cr t TLi:Mt ') ( ?{ e rs .r€,.E' J.. „f tt ;lA 5j-•A`= 52! s I i .Uu.,_t,`1at s h. Su€01 _'^•.�"-----•.•- k FOUREU CONCRE"SG (J J 9/ti A HVrI"ECi 7 '"FAA.NS€'SF r�''.",d P rt4t N.PJL, €"?'I it t'".4{'It a4�.:?3ttAai it3. F t('Li ......( 1' lk7 RF.'� { 8"Mir., THICK RFO'0. ,'vURtr L'CT:GRSTE lt}D."^L'A it F`'': I _ T t.: L4F47xe4Fp frKt't€C9Rd} / ALTERNATIVE SEc itt}NS 343 X3��f/ � t€ k IE E'f Stk6 *^'--- i� FOR(2) 3/4" KWIK BGLr TZ -^^ •' fANT=:"S M . EX) MSONAro. ` 04P l `)•,Xt _ .gip c. F (oRIEVTnncN p�,. AND BOX NoT Smv� _ronz 3 —y^ !d,n. E.O.__.__..._.._...-....._..._...3'Min. E.0' '-''OR (1) J4"� WIX BOLT�Tj,.d¢ }If} (E{u+F (. TY. ............._.•- r3 r. , AK rLGR L^ ENo MUIL€OS Ql ri S./1/.!J� w. ....".-.-..w�.,...........� � FL.0"'mA' Gt N., (V')E(YOn Wji, V4,i riij li;nnCcne Zone) �^ r•. n '--`-"^�-- ajz-"m FLOOR /Tpuvpw mOt,..,rn tiG: yiuLLgN CLZ1 tLL�s/k n�zsm ranee 4416 SECTION the-3 k.XREM S1140 R SEPWIES INC. _ - •: •;� �,.s xsf rr tr 'c C`�k�CF+1/E'i,{FY€ _ _ v a 115T (i.. rE C uPX3 3 SS 20 064 i3 '� END&INTERIOR TRAPPED MOUNTED MULLION INSTALLATION " =P�•. Fc� �`��,.."jam� �.vti��r 4 __.._ ....... .R a+ara� I�a.r :.Vic. •�. n w ��/ � `Q�' ♦ v [ t c �'4tti".C�.t..� o}BI � µ".: ::. �x sMl4T ti ar35 r 11t1111tt81. -_ 0SEE MAXIMUM (INTERIOR) TRAPPED MOUNTED MULLIONS SPAN Mn ED Min. E.D. CO'iERED BY SCHEDULE lb' FOR INSTALLATION CASES I, h & II t SEE SChLDU E Qi (SEE SCHEDULE fl)- EDGE.OF SLOB g I EDGE OF SLi9 N SHEET 25. IF a "€'.ich8t. �€ t I t € E '�iF-b.AP?3C?fi€.E (LIMITED LOAD, MULLION SPACING AND SPAN INSTALLATION): /•; if "r�^/ # b: X. Via'i tNS.A.ARCN CASE [ — RESIDENTIAL AND COMMERCIAL APPLICATIONS _. .r WITH ±60.8 p s.f. IG14 3"x3"xi 4 x0'—'/"„„ It's. ..I' PRESSURE RATING,MAXIMUM A.S.D.MUM POURED CONCP.EIE 6061 T9^ALLOY) "� MULLION SPACING. ?e-3 k--i Min.), AiLm ANGLE FA. SIDE• i - ) —� SEE SCHEDULEt FOR ADDITIONAL SPECS. SEE scnEDULE ?.. ></�) '/z'c TH,u _r�„ . } E3 fSlILT TO MULLION C E l } IWALIA11M CASE fa - RESIDENTIAL AND COMMERCIAL APPLICATION a � Ill/ t60.$ p.s.f. MAXIMUM A.S.D. DESIGN rx:5'tit �. �" E7CIER�R I PRESSURE RATING. 8'-0" MAXIMUM MULLION wi GLASS { I fC ......vl.. SPACING. SEE SCHEDULE #1 FOR ADDITIONAL_ SPECS. y Mitt. .�..,..._.....i. t _ t �„ INSIALATION CASE H -- COMMERCIAL APPLICATION FOR ±100.0 .s.f. r---...... MAXIMUM A.S.D. DESIGN PRESSURE RATING, DMOR m SCHEDULE MULLION SPACING. SEE 3 t (s scHr.DanE„c 1) L LE <_? FOR ADOIDgNAL. SPECS.._ . ( ...._.._.._. va �" �T Q� ALTERNATIVE SECTION X3-X3 W/�t* �O hh y / �= I ( (WI ORIENTATION a 21 # -- SCHEDULE #1 „ [ (2"x7" INTERIOR MULLION ONLY) ttt MIN. SLAB �— Pip. EDGE INSTALLATION THICKNESS I ANCHOR TYPE& - MIN. ANCHOR DISTANCE FOR Ztu t I I' CASES REWD. (TYP,TOP & BOTTOM) EMBEDMENT _ ANCHOR tl ¢ SIDE RAIL @,AND BOX NOT SHOWN; I've-0 H!LP vc NUs H j ? .t FOR CLARITY._ 1/2" (TfP.7GP t161+ ! IX3 Ov y» /2 ea F1m T; Nc Kw x 'I ? } (�' /DM ) I>s. OLT 17 1,+`2' 5 1/2" iII ._........,.. ........ - .,_ ............_.__...._ it K*lx POURED CDnCREiE 1/2"t � I3DLs'TZ. if _ < 3` -._(Yc=3 Hsi Mjn.}. SEE SCHEDULE 01, t EDGE DF SLAB 11e_l OF.SLAB IF t°PiJCaDLEr IIF APPLoa.E Min: E.D. Min. E.D. (SEE SCHEDUil #IY'—" {-'"(SEE.SCHEDULE #IT— FLOOR TO CEILING/TRAPPED MOUNTING:MULLIONS1 SECTION W-3 Fitvi+ak SL,iL NG CODE(Nan Trh 4obcAy Bur6ccne Zone). r� I— Ar•( 1 r S I r r#ullra�uthuS .tr: oalaf/zezo IIIN I ERIOR TRAPPED I)f1UUN 1 ED MULLION INSTALLA I ION r .L I �g�c � U�TC _. - ND,4416 T SHUTTER SERViC,S'INC. ¢ - / AL.I(^8 rRr 6{3FG t ENYYG C6Y+RM1 Ar�LIC�I�LE T Q A LII,Ii T Eta LOAD,E�IULLION SPAN AND iyIULLi:�N SPACING INBIXLA71IOF� � " �� "".� � �:°:�_„�' °�' � *"' Q zo-064 STATE OF 'x T j� nx� iem .r.a az tsrt er-c:o m as n c H. :.y•'. A ., r i E i m �ORIO an a,s aarvtu. ecc. sucrtanovae "AQPJAL iprrnrnHNtLN(((( .. -EDGE IF APPLICABLE` _ - 2"2 AULL104 OETt3tit?T,j`e'�:+rct,t. :_.. ... ALLIM,TU2c(T6f��dt 8D'ETO1d} W/ veo.3/4-ITW BUILD EX TEK SCREE "TAPC6l1S'%L;WJ 4' - W/t'OID.4.0E0°GRLVM7/T@D STEEL . 1 M,h.EMB?~ITMEN7?J 24 0 >�•.. 2 1/6" € .. WASHER 0 24"o.a 7 3/4' Min. E.D - MIN- E.D. ,. EDGE IF APPLICABLE-T t: xi 1 i 2 _ � . s•'», f 7 3J4'.hfin E.D. r"` f I CONTINUOUS POURED / 2 7" CONCRETE(f'c=3 ksi Ma) E'lFn.THICKR,.Q'0. POURED CONCRETE i ;. f'c - 3 k i Min. \• q :. B" Min. THICK REQ U -\� I E)UIOR »4..._..__.__. r .: T? :. ,.-END CAP �\ 7 3/4" NOTCH WEB- I I r t a' Min. E.D. \,. Lb --_.... ... 2' CTVP TOP/BOTTOM} \ 1.,. — . ., (' 4, 1= i 7 3/4• Min. E.D. _�. ,�. _ ._...... 4:Y e t".# a'x4'x3/8"(6089 T6 ALLOY), %+tum.ANGLE EA SIDE u j i "�,' (WALL MOUNTED SNOWN: MAY BE ALSO INSTALLED 'TRAPPED MOUN`rED rig C~U :.� EtivE:.IF APPLICABLE- w I PER SECTION 0'-O' ON SHEET 8.) EXTi RTDR -X4 W/�2�SECTION X4 . ,(END, & tNTERlOR MULLION,) ii. Q'/8 II I` 01/8 a Min E.D t-x.._....".-- � r 1/2"xT t/2'xQ.042"xC0NT, ?,LW-LW- c S r� LARCTY.) .............7 3/4" --ANGLE W/ i/a'4x3J4" 1'I"dd BU4LvX' € l7c RA! O,NOT 51JOVfEv FQRWC MIN. E.D. ,»,a. - --w TEK SCREW$ 24" ox. TO TUBE. .�.,t .... t...........f. t 7`• CONTINUOUS POURED—_N .... I � 10, CONCRETE(f c=3 k5i h6n:) '^d I I 8"Min. THICK REO'D. 7 4 X4 X4 _.1 1/2" t 1/2� ,__._.___._...._...... 7 3/4" X t........ MIN.,E.D. i,%, x4 x3/8"x0'-t0'(6O6l-TG ALLOY) hum M LC 'EA SIDE W/(2) 3/4"o THf?U BOLTS TD MULU;�p�l.``ts ((t il('j Y�TMfYi� (2) /4% KWX 80LT_ EXPAk.&Oti .20f'iDA BU:LrhaG CDDE{,Yon fSEyii Ve!acity Burr'rone Zorn} 4 ._ :. W/ 5" M'n. EMBEDMENT TO POURED C tV"R "`V" ✓r�r' a } EDGE IF APPLICABLE.., "a;�1L (TYP. TOP to 9OrTOM). Cz 4 A' 0ttasN gr:WALL t iy+ 7' *f^' ,. h!N.LL PQOUNTTNG P,tULLIOT! s)"E; _ 4 4"•t _,_ ..$ iOUREDCONCRETE'WALL �t i u1 r �t cr carves cc r r; EXPERT SHUTTER SEP,VMS'lddC. SECTION t t-4.—.�. 7t / rrn ruv --KMOR4 DMK 20-D64 voer sT sues FL 3cuea osweaf w cPdr T :"(.%�" '� R�y a k',� rF-Utv.ti rr+o,es tsNry�a „orn txk i7izl m,-atxa. D iN I ERIOR WALL MOUNTED MULLION INSTALLATION E=wIz ,. NIA. sEaLJswYarueElTE rsunoA i a.,.�i �. �. a . . cr,i w a„ EDGE IF APPLICABLE,, 2'x3d{11PD3 ISFEf'THrtf$" , EDGE IF APPlICA61„E Cont. 'ALUM TUBE (TOP 4.Bomm) W/ _, r.3/4'f;N BUCDJt iEK 5CC.2ZVS �'— „X t Sf 16 t1 FfiPCONS XL,W/.2 1/4' / wf4.6 1"0.0,O. 0'OALY41I2£D MEL � �` t �'�`:.,"`•� '�• Van, EmeaE.1",4 2.4'o.c. / / 2.-1f2' 1 % WASHER 0 24'oc. 4 3/B"Min.E.D. Mn E.D --._....__._..._..: . .; f( CONTINUOUS POURED \ - 3 1f2" 3 !� ,j 8"bin. TM(CRNM .., �. — t+EO D. i 2° I L€ ! DCIERIUF2 r M n r E.D.\ 4 3/0 �Mm. E.D. END CAP CONTINUOUS POURED z CONCRETE(('c—3 ksi Mr) , y �� 1 2 8"Min. TMCmES.S t, ._ ¢y R EA n. Q EO'D. I f j iu EDGE IF APPLICABLE-' SECTION X444 tVl .GPI o s INTERIOR (JD (WALL MOUNTED SHOWN, MAY j -.-MALL a EXISTING II ()J BE ALSO INSTALLED TRAPPED ;�Y. ORIENTATiQty. L. GLASS MOUNTED PER SECTION 0'—Q ON SHEET B.) . SEE.MAXIMUM Q(INTERIOR) VrALL t?09}NTED MULSJ<J--___ N SIRAN I 3,, r 014tea2FD by SCHEDULE 2 FOR INSTALLATION CASES 1':& 11' ON SKET 25 edM;TF.O i.OAD, MULLION SPACING ANdr Q./$ SPAN ,NSCALLAFIO I), 11, `_ INSEALLATICN C45E k' RESIDENTIAL AND COMMERCIAL. EE(i Wn. EA) L -_ 1 1/2"xi 1/2"x0.062'xCDNT-ALL14, PPPI".^A710N5 WITH L&0.fi.pe•sn.f.[i 4 3f8" .. ._.-- "MOLE W/ 1 f4'4x3/•t" TRr SwLoEX � !J�.X1Ff:UM A.S.D. DESIGN PREM—RE: MIN. E.D. ` - ,T_I€ SCREWS Q 24` o.. T(.-"PLsEE;. n I i i ' , �. RATING. 92'-0" .MAXI 9J,d ',.iULISOS-... SPACING. VALID FOR CONKC'T I•'N T16 s CONCRFTE W/ HILTI li C Ht1S -i O X4 X4 POWER FASTENERS I W F�- ddEDI;E-EOL7 (nv.TOP/BOTiC41 3 jz' �. i (rw.rcv�v�mlwf .ANCIiORS. O a� TION GiS_A COMMERCIAL APPLICATION TQR ,:.loo.o ( ps.f NAXIf1t1,M P�*<G.�pESt6;N PRESSURE RATING, a`�d"� 4 3/B" £z) /e a udirlc enT Tz EXP.Vi=N ANG40R tAl,Ylt�tJ�E FAIJLLIUb SPACING VALID FOR CONNECT,'10ty 10, MIN.-E.D, W/2 Abn,.EMSMgCNT TO POi1PED CONCRM, CONCRF-m W/ H{L,F INt KYAK BOLT TZ ANCHORS. V ` \ ��, �•�t.��y Wki�(TYP.7t1%$BOTTOM. EDGE IF APPLICABLE" F 111N )IS'PLURM is,SIDE: RAIL(P);NOT SHOWN FOR CLARITY CtkF REST CX`E 3 k5 O'H. ;jfNt tHICSSNt�'�RfOb. v A T �i�i -r r• 1 a >, ��;��(� ,,, rti f. r..°A"a�3U,D YG..CODE.kNoi IIy.'L'etx,fy Tictxiu'a:i.o Zone) WALL MOUNTING:MULLIGN ra xcrC r. -^d. ert auto s POEIr'7,EC)t.O,JCRET'E 1M.4L!_ t\C.Efd,y'FI ?'� , 1x- 1 ry et.v. SECTION;r?-4-$ _ r�f, 4 j ,��!FC � rs o.:'� � � >. Po �•ny.Shu,`fea.Fy�.z^. u3v ._....I II - Ir*rx. f r ~' ✓/,F � Inc, EXPERT t'IIcR_IR 4 tlrE�CtSR5R'1oYN/CaI L INC.' TERi}P WALL MOUNTED MULLION?PuT LLRTIGd C u '�I S K usi �5T 6«> m pm � 20—Gn01t6 4 ""° —APPLICABLE TO A LIMITED LOAD,MULLION SNIV 40 MULLION SWING 1NK %IS e rx t•me„u �n.rrev5 ass_,rac tauw«r ra PSivay.� Nil L.:.-I urDz TYPICAL MANDATORY PROCEDURE FOR VERIFYING PRODUCT CODE COMPLIANCE RELATED TO ITS INSTALLATION INTO EXISTING,POURED CONCRETE OR GROUT FILLED CELL CONCRETE BLOCK STRUCTURES (�7 STEP is OBTAIN JOB SITES A.S.D.DESIGN PRESSURE RATING(p.s.f•)FOR THE OPENING AND DESIRED SLAT PROCEDURE 4b:IF MULLIONS ARE USED BUT W/O STORM BARS SPAN"L°(ft)TO PROTECT IT(SEE GENERAL NOTE 02,SHEET 1). i.MINIMUM SEPARATION TO GLASS FOR SLATS IF MULLIONS ARE USED BUT W/O STORM BARS SHALL STEP 2:ENTER TO CHARTS ('a, lb & lb')THRU 1C ON SHEET 15 TO DETERMINE,BASED ON AN 1/2" BE BASED ON CHART Ic ON SHEET 15. IT SHALL BE MEASURED FROM BACK SLAT SLIP(in),ANCHOR TYPE AT SIDERAILS;R.S.Q.DESIGN PRESSURE RATING(p.s.f.);THE OF SLATS TO GLASS. REQUIRED MAX SLAT SPAN"L'fl. 2.ENTER SCHEDULES to THRU 2c ON SHEETS 24,25&26 WI A.S.D.DESIGN LOAD;MAX€MGM MULLION THE FOLL074NG INFORMATION 15 PROVIDED AT CHARTS 1 THRU IC TO PROCEED tMTH SPACING(MAX.,12%V OR T?,AND DETERMINE MAXIMUM,MULLION SPAN(HEIGHT)Wl ALLOWABLE PRODUCT INSTALLATION VERIFICATION: 11 TERPOLATiON IN BETWEEN SPACINGS FOR A GIVEN( ,tG3. &rG3).MULLION TYPE& MULLION ORIENTATION. • ENTER A,S.D.DESIGN PRESSURE RATING:SEE STEP(1)ABOVE. 3.SEE SHEETS 10,10A,11,1 IA.12,12A,13&13A FOR REQUIRE[)MULLION CONNECTION DETAILS AT • FOR A SPECIFIC PRODUCT MOUNTING INSTALLATION TYPE,INCLUDING ANCHOR TYPE,THE CONCRETE BOTTOM FOR A GIVEN FLOOR TOI CEILING (C J P ED60R Z�LL MOUNTINGS OF MULLIONS INTO FOLLOWING DEFINITION FOR SLAT SPAN SHALL BE CONSIDERED: Ca Lm.Ax:THIS 15 THE MAXIMUM ALLOWABLE SLAT SPAN FOR WHICH A GIVEN i/Z"SLAT SLIP MAY BE PROCEDURE 4a IF BOTH STORM BARS&MULLIONS ARE USED USED,FOR A GIVEN A:S.D.DESIGN PRESSURE RATING. 1.MINIMUM SEPARATION TO GLASS FOR SLATS IF BOTH STORM BARS AND MULLIONS ARE USED • MINIMUM REQUIRED SEPARATION TO GLASS IS PROVIDED ON CHART lc:PROVIDES SEPARATION SHALL BE BASED ON CHART 1c,ON SHEET 15.IT SHALL BE MEASURED FROM BACK OF SLATS TO TO GLASS FOR PRODUCTS 14Vl0 OR W/STORM BARS(SEE STEP 4). GLASS. - STEP 3:OBTAIN INFORMATION ON PRODUCTS SIDE RAILANCIIOR SPACING REQUIREMENTS FOR 2.ENTER TABLE i ON SHEET 22 WI 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 1e.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 SPACING AND DETERMINE APPLICABLE OPTIONS FOR STORM BAR CONNECTION TO CONCRETE TOP (INCHES ON CENTERS).SEE GENERAL NOTE 7 ON SHEET 1 FOR ANCHOR SPECS. &BOTTOM.OPTIONS PROVIDE ANCHOR SPECS 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&D)OR REMOVABLE(ANCHORS B.&C)INSTALLATIONS 0 L091fih T FAANQAT hZY k{13iT(ONfL PROCEDURES ArcE APPLICABLE &A CHOICE OF Z OR 4 ANC(°IORS PER CONNECTION DEPENDING ON LOADAND.S,TORM BAR :SPACING, PROCEDURE as IF STORM BARS ARE USED 4.ENTER SC IiEiiULE5 1'THRU 2c ON SHEETS 24,25&26 Vd!A'.S.D,DESIGN_PRESSU:RE RATING: ; I.MtN MUM1 SEPARATION TO GLASS FOR SLATS IF STORM BARS ARE USED SHALL BE BASED ON MAXIMUM MULLION SPACING MAX.,IZ,8'OR Try,AND DETERMINE MAXIMUM MULLION SPAN CIiAl2T to.ON SHE]=T i5,tT Sk4i.L BE MEASURED FROM BACK OF SLATS i0 GLASS. (HEIx,I'1T)'IV7 AS.LObyABLE',iNTEfiP{JLi+TIOFN Il BETVdEEN SFACIfdGS'FOR A GIVEN(i'� t�`sl`9&0), MULLION TYPE&MULLION ORIENTATION. 2.ENTER TABLE ION,SHEET 22 Wf A.S.D DESIGN LOAD;STORM BAR SPACING AND OETERN11NE MAXIMUM s.SE S#iEEi S 19;10A,'11 t 1A,12:)2k.,13&13A FOR MULLION CONNECTION DETAILS AT TOP& ALLOWABLE STORM BAR SPAN(HElG1iT). -SOTTOM F R I"LOOR:TO C.EItifIG((.T�IPED)OR WALL MOUNTINGS OF tAULpIONS tNTO.00tICRETE FvR A LIFT MULLIOl TYPE t{ i, $,t``x & ): 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 CONNECTIONF"CO CONCRETE, TOP&BOTTOFI,OPTIONS PROVIDE ANCHOR SPECS ER AT ANCHORS TYPE LEGEND FOR VARIOUS °`FROCEDUREP STEPS 1 THRU 31S SIMILAR FOR INSTALLATIONS INTO WOOD FRAME ANCHOR TYPES COVERING PERMANENT(ANCHORS A&0)OR REMOVABLE(ANCHORS B&C) STRUCTURES. . SHEETS 2097.1 FOR LIMITATIONS APPLICASLE 1"O ft<:E5TALLA`f IONS INTO- INSTALLATIONS&A CHOICE OF 2 OR 4 ANCHORS PER CONNECTION DEPENDING ON LOAD ANO WOOD FRAME'STRUCTURES. STORM BAR SPACING. s IIyyIII Ctoclt Hurriare Zone III "��\�I•�q, t s ii.,�. Ft�#ILt1 rJuiL7ty�-.,7tlE{:a'sc lbgT4 v r ) . •\ ,.• ✓ zmo r "' (�`aT�7a r t'Tan e ss Cttnwn E;. _4 No.4�1v! t .._,_.. I R dL:+.g 5hssfsar Sy..ftrta oe cnr o� EXPORT SIA i ER SER4't ES NC. :_:h: 'fi' "�'-�x'',�' ✓w'S�.,r„z. .:I� e react tc r o.cs on.r+ra ae w ieawtEva Dva6t •: 20-064 'rrt�++e wrsfx w rni psis 9 SIAFE OF casr st Er ar•,pt s+sea �i•,E. .aAtfsY"uhhTURE/UATE rtr•trz,tk..®.aces ac>•a:. .krr.. !THEFT ra w as i SLAT PERFORMANCECHARTS Ia. Ib. Ib 8c i+G (bNLYVAL116 FOR 1/2D SUP) FOR A GIVEN A.S.D.DESIGN PRESSURE RAT:NG.(p;s.f),PP0du I T:6ukT CONCITIOY 116wLUDINIG ANCHOR TYPE AND FOR INSTALLArj IOWsm.W1OR W/O Al CHART la :CHART,lb CHART Ib' CHIiRi le, •�w�+�.�.Yr3tt�- t-�FC�_�tffi.IYiYE'AS,D.i1ND . USE�1`03-7frc,A.R 318'Y6 t.416 Yfi1Ler•. KiNIK BOLT 3 ANCHOR• C, SttB"t7 FrGPGON XL ANCHOP: wfI560 TAPCON XL ANChEtJR. POURED CONCRETE s„ TP varwD cvC?,E E A 4KUT FILLED CELL CONCRETE VL= MAX. SLAT SPAN '--YX;-`�'RT'� '—"'"`»� ''OAX. SLAT SPAN ASD. La a' j.DESIGN tFr 'Lwix (F�} RQU;RED M11.SPARATMI`CS'CLAM MEASUM TO,RAV(OF MAT(a) . - .. ,... eE.,Si1 wfL TRAPPED SQIL-DCr atlw•c%1F wsLL ii Rtsa?H. 'lull, .'i+val: -:fRAePtn soon-o0r ,,•g0."p•,n/�' W 0 SYORti 0M1R5- W S7Di?ki'BARS' RATING. MOM MOM M fX/ MOVINT w(. NRCi YT ! fX tt1T 4t M q�ypl( : �1JYP' LCJNT N�� w�� NA Hi S4I`J. 5¢rgTPS# rsr[Flmv#. R t'S7[restxsM S¢E 7sfL^sk oJTtE M a 'E.l EJ .tNO 20ti5 YFlN0 2Q^t£,%U P W7N0 7ANE (P`-- s¢1M1ES* :g.l+OtES a `.aL'f itRS a :QE nDx».a SE RDi�a SEE salts a SIL * 1-3 € 4 . 1-3 4 30.0 20'-0" 75'74' 20'-0' 2 -C• .70`�0 7S.=d" 2A`-0' iB`-0 ,._.-20-G }g-4' 1B 0 7S 6 7 35A 20'-0" 15•-3" 20 O 182p 20 Q_ iz 0 1G-0 f6 i A 0 400 202-`0 _15'-2" i9 7 16 5 20-Q to 5 t7'-4 <a t0 76-7t 14 5 to 10 12 8 1 1a Yl2 & 7 450 20 0" 15 D 78 0 1a 20 p f4 76 4 13-9 17 4 td' �3 9 iy 0 7 T• 1/3 .,a ? ,20. 0"_.: ..6_9` 1d..,`;._ �..,�. 1,_.: 550 20 0 14 8. 15 B 73.-R tJ 9 7 { 13.-31 f? 1 f5. 0 } Ito if2 5 'T` iv-5 ...)4 ,e 77' B1 11-4" ._.10 ol 1 fdSc �b .,7 65.0 18 4 ! 12 11 13 11 11 7,t I� 9 1!_0 12 J t0 ti i3 4 11 0 iC 70 _� 6• 7 + 6 -}) .. _ 70.0 17 a 12 t 13 3 Y d 15 0 iG 6 t7 10 ttf4 f2 3 C' fi ,73 Y/2 8 .-. 7 75.0 16 6 11 7 12 7 tL 7A t;-} sL- n t.7 4 7t 12-d 1ixJ 0 9 10 6 t i r tf,2 6 7 80.0 i5 a it 0 12 0 iC 5 73 7 9 5 !!t t0 IC S 7 17 7 9 5 -73C 859 15 0._.. tt76 11 7' t0 L 3 Q 9 3 10 5 9 3 t 9D0 14 2• o 1 71 2 9 E 17 • P {t n'-.7 6 t rat ? „73 9 3 9 0 B 3 6 .. - ... 7 B 8 7L 0 0 _ , !,tG 1JL6 t 9$A5 13 5 r tp 9_.. ... ,. 4 _ 10 5 3 1... 7! 8" B 4 9 0. B ,.,�.p. © _..:E. S B 3 7-5 72 ... � j . fOLft7 11 2 9 0 10 t B 9 fi b` 6-0 4 1 6 2 9Y-B Ff`-0 8 0 7 d t 11 1/2' -6 �..._. 1100 1f tI 8 8 9 9 3 6 1q 11 7' 0" 6 1s, 11 9 3 i 7 t0" 9 2 (1[ - S1LxD -Nl 6 .1 y.3. B 2 .� Q 1200 0 ..� ....._. _ _ . 7. 11 b' t E ?- 6 6 t 5' 7 $. 3 ........., :. ..__. . ... ..._ 1 ;C" A e-=a ..9=6 2- 0 T300 J f0 3 6 B-9" 7. 9._,.., S 4WE'--.5 "7`•G ...7 E 5 4t0 1/2... ....6 '� . 1351z 5 7 2 B s T a n sG •tv ti t s s 10 r st s 1 fQ 3/z s r 140,d" 9 Fµ• fi 11 B 4 7 '. g f 7.. 5 1. 8 G .._ fi 1r G �3 1- 10 1/2 7-5 - 7 10 - 7 10 ..»6" M, :..._.j'".,.»...___...... ._______ .. .._.._... _.-- 7=.2' E 6 ' ».... ... f0, 6" ...._. ,....: 16L1:0 B'-0'• T-B• L+,-10" 8,-�• 7•_i . Y'-S 1." 70" 6" .T.. 1. ABOVE•INIXCG TEO 14M,,.SLAT SPANS MAY BE USED AS LONG AS ANCHOR SPAGINNT,SCHEDULES 0,4 SHEETS 17 & 113 INDICATE'TNAT AN ANCf46R SPACRIG IS:gYATLABLE FOR THE CORRESPONDING,.S(Ar `-PAP(.k4D A;S0 CESGN FRia$URE RATING. f r �''O�i�:.._ FLORIDA 6UILDINC CODE (!Icn lrtga Velocity Hurricane ZmI) 2 r'€EOU1REa SIG:.RAILa fhS:t1EL1 TO EXISTING STRLkr;jRE..Wl f+ �� `'' Fri c iva 7R'4 •,•� 'r': a ( P qA v DRAWN an "C VrK T 3 ANCF•^P 0•. 5/16•0 TAPCON L AN.-HOR r,'Tch'% �Mc'� �� .P. I=7UkE0 CO14CR'7E ha 4'Q00 rri.I.ED CELL CGNCRET B Irr -rR ,.:s „ .....•..•,„•• I WTI4 1/a IEV Si`4 yg:K-, iI,)L,1,IONS CONNECTION 1 t:n -^ - '";: � .ftaR�,ySP�YatS-3i,�•i DD / �. rtt i!Gt ,�r• EXP4tT 5!IlfT7R SrYiGES W. DATE WALL Yd1tLf,,TC:, rSP�'cC3 iKtflN11=•P, AND BUILD-Oir I-vjNTED. �-;. .�' '""'. x'� f.,!'NES�tva CQMf'ANY Yai? W WI#tieO+t DbtiPf; 3. I?A,KIYAUM SLAT SP/'Ftc'FOR I,VERMEDIATE LOADS.MAY.H,_ "0': �Ti :' d'" a c. (��* "rr t yn_ua, 20-064 F a7' a+any.r;:acauaa,am PDaT s ttlnt•1L...4584. DPEWNE,O:@Y t.4EAR '<NTEBPOLATION BETWEEN EAa VALVES. f C._n ww iY �?Dj n war rr"r Mzi:tsl.n4 owxD;c ra 1 'htRaltittiultY' . ..._ r r ., MAXI,MbHOR'S SPACING SCHEDULE Va FORA GIVEN PRODUCT MOUNTING TYPE,W/3!5'O KWK SOLT'3ANCHORS T O Pr:L1�-'ED COtICRETE lri4P L A.li.D.DESIGN PRESSURE Rtt T;14 G&SLAT SPAid f3.Af4GE f WALL MOUNT' 9sR ' SLAT SPAN RANGE:_ FREM E Ii ;G 0'-4't > 4'-5't >V=6't > 6'-7't >7'-9'f >g'-t2'1' > 12'-16't > 16'-20't >r fD.®. .......... ......... 3a.a 9 k 9 d 9' 9 9 8 >Jt 40 g g -.3 g _ . . ._..... ................. ............. ............ .................. ............................. F. sa g 0 9 3 5/8 5 5/a SLAT__._1 f i NOTE; et ns a g 9 a y g Pz /g �SPATl 1 l%X.SLAT SPAN FOR A - �t-- ----] I GSVEN A.S.D. DESIGN >xs t2o g 9 5 g 6 6 PRSVRE RATING SHALL >tzt-too 9" g 5 8' 7 a - - $ EXCEED MAX. SLAT rt-tea g" 9 ....,_ 7„ ._._. _......_. ...._ SLAT SPAN P.��NSPAN INDICA ON PERFORMANCE4HARTS gON TRAPPED MOUNT LSHEET 15. 6}E�4tN SLAT SPAN PANGE 0'-4 t > 4 5 t,j •>5 6-f= >6 7 t > 7'-8 t > 9 }2. F > 12'-16't > 18�26't s 30.0 9" ...._ g ..._y.._.. 9 ) 9" »f d. . . 9 srg 9 g _.p .rr ._.,._........_ >4t sa 9 9 t3 g _9 y 7 112 >rf a 9 C .� 4 .. 5 N .... _ __ ................. ..___... _..,..._._. _. .__,._._. ..,..._...._ _.._�_...._..._..,..-___.a ._....._........... _ - .toc-t2a ._. ....._...... .....__.. _.......... pp _.._ .. ..,,_....__.. _.._ .............._.._.__. ...,.,__.._...... .._ ...... .._.._...... .... _... ..._ BUILD-OUT'MOUNT SIAT SPAN RAN ?'fY.S'6i i+E 0'-4' > 4'-5't 6'-B't > 6 7 t > 7'-0',T .,�....x ok y s n 3 b g s 9 __ r s >} 4n 9 9" 9 S 0 I 9 U" 9 9 !fR 4t co 9 9 9 9 .i i 6 �r 9 g S y I .�? 9 9 s 71 ° 12 F 5 ti /B T >st IIa 9 9 3 9 g 5 9 9 u g k7 5 F °/8 a 5lB 5fE§"'„G 5.5,4 g g o° ° 9 9" 8 I t' a 1/� S j4 .._ ........ �.. -1 >te6 tea 9 9 9 a 9 8 0 - .. _ .._. -, �t >t2i t4a g..... 9 9 9 9 7 f fc .8 8 _ 6 }/< ti y 5 5 a/r, a .v,8 bfi3 .. f .. ...._ ..__..gin,,. ,...:........ w,w .�.... ....m.. ! >tat-isa r � g• g" g` B` b: r." 7.° 5:5f8 6 3/4 t s �..., 3,d.J 5 5;78. 5 5J8' S fi ,`,cty��tt[#HIJ,17�/ftrfp/'. SCn tilg!J Pe '• anc 2anro.}�tJ,t(`i Fryy i��.�q 4y �1.• °� V Ii. -� .yn �._..Ef: tY" i A`3 la,L C� `.. �D�k o,Dy EXPERT SHU7ER a tpy!F Mc. .��-i...'_..v.-. +Y�.L J.'"r ._.['..•3+"r� Y.T?'.X.,PM fA $ x�R'+L)W w*°pY S F ^-C=' -.... ,rve v fit'a S y a5n sirtsc uttmc 20-Oft s v i 't�%� fY: > *�L}�' SE_,�a,..t%n J,Ir..fi)&1': f f$.aw"'L F+•!.7 v - ... ;,. 3Mi t:T t8 mad MAX.ANCH'Ou4 . MCJNGl Vb Fd§,.A GiVER6 SHUT"TER txSC3UP Tl�#G T`CP ,11f(51gb`fr'T aPCC3N Xt.4RiCNpFtS S7 f t?t1i D CONg"RETE WRLI AtA �c: 3r1� !t�4C�1.'°tT' s »20'r .. � ' � .. t NM Atv GNEN AS.D. SIGN LOAD %WLL MER EMCEED MAX. ...... : _. ....... 1.._ as P i f _t4 5 3 d INVOAE PEid RM SSO ON T RE i�ANC CHkR ON WSHEET 115. I SLAT.$PAN DEEE ± -10 !PAPPEL[v9utlh�€. . .SLAT SPA R"E. > 4'._5y v, 411.1 $°'^t2`t i"-46 t. J iS'-33 r . HFAYr31 53 ...s.uG s wt s3 m.w " 112 3,F 33r, t SLAT SPlN gg { 4 itiyp C "' ee t ,...._4a._ i.,j 1... 47 5. K 6 F" .a. s '1 3ld 3fa 's,B/•t 1 .}k sa nn G 1 t o fS.. i3 fi G 6 & 6 £i -6 s tx d 3 4/4 3/4 acaa s€x. f a x `' f� ry 3 R f4 3 -5/ 4_s 4 1 2 {{ .5s`4 $ 1 f,,;,�f„�, .. .,�,,,, 2t}�a Ut F+43+tDYa;"*LY,[i€, (N'an ts:rR 1'�s�nc€Y�fiu7rrnnn 2��j C n a m v' • i awwww�r: M fit+ , to S � f€ 44. EXPERT SHUTTER SOMCES 6 ri.., r , � 6?ra3Tar��#csxi tSa�ttm e�s o - G' 1 ,�' �. cntn as r ^. •�, :,.Ar 7 tr [ l k<r8 211 ©�4 Y. A{nx5 071 rw MAOl a flo r._.: ::. - '�`iry ;f Jd'`•r$:4 X- pia r• '� rrb,s.shT€. J€a+E: ofR ya xts f aifr,T as o;. . �.. sweat 17 o€a^- k4 ..Q t,stt w MAX.,-ANCHOR'S SPACING SCHEDULE VU 1 FOR A WEN ORObUGT MOUNTING TYPE;Wl$l16"0 TAPCON XL ANCHORS TO. GROUT FILLED CELL C01114GRETE-BLOGK-WALL,A.S.D.DESIGN PRESSURE RATING.&SLAT SPAN RANGE t WALL MOUNT SLAT'SPAN:RANGE DESIGN .» - P�RE G 0'-4't > 4'-5't > 5-H't. > 6'-7`t > 7-9 t >:4'-12't > 12'-18't > 16'-20't _........_s.30.0 8- B. 5. E" 6. -- 6" 6" 4 1/2" . _ >31 40 8 s 6 E B T 4 1/2` .. - >4s EO 8 8 -- ty - .._......- i 1 N 3TE" 8 1f2 _ ' 1/2 r 5 7/2 .:.____. ...._ MAX. SLAT SPAN FOR A .__. . _. _,- ._ _. .._. _._ >81 tos s 8 7 1/2 5 4 - A, I PRESSURE N A.S.D. S.b. DESIGN >106 120 8 7 1/2 q 7 I_ —=j SHALL RA G S IH EXCEL MAX. _._......_21 SPAN INDICATED ON SLAT >tat-teD 7" 5" 4' -. .�j - - - PERFORMANCE CHART ON SLAT SPAN DEFINITION SHEET 15. TRAPPED MOUNT MAX-P.S.D. SLAY SPAk.RANGE DESIGN .. pRESSME WING 0'-4't > 4'.-5't >5 6"a > 6'-7'-t > 7'-9'ty 9'-12't' > 12'-18't > 16'-20't FANGE(p.e:f.)...... .__...._..__.. _---_............. :........._............ ......_...._.....___ ..._.._—__.___.......,...:.__:.._......_._ '___._..____........-.....�.....,__.,...._._..... ......._>31�40 6' ... 8' 'S 4 1/2" - ..._>41-60 8 6" 6 6. 6 .< 1 .. - - _:_ - 120 6' ......ram. 5'1'/e ..4 ........ ..._4_.�fz. _.._..,__._.. .,._... _._,._..,_......... >t2r-140 6" .4 Ip- 3 3/4" - - >141-'60 6' S" 4' - BUILD-OUT MOUNT SLAT SFAN RANGE ..... ....... - ,-. �_.....,.�..v. ,..._... 5'-S'T > 6 1't 7_7'...g'..$ > ° 72 t_ > 72'-1fi't > Ci e I « Ej t z c �> 1w ,f ✓1 T r �� (E� `�' I, e� <_a0.0 6 5 5 E 1 5 6" 6 6 fi" 6' 1y ¢ 6 5 .5 6 r 6 s 1/2 a 4 1/2' - .. - >37-a0 0 _ c 6- 6 6 6 6" 6" 6° 6 E fi" 5 6 0 1/2 5 -_ - _>41-60 6 4 _ 6 5 _. �,, �„... _6,:__ 5 1/2 s 1/2'_... 6" 8" & ' _ 5 1�2' .�2_ __ .- .. r_ . . I3 .. - >6t sC g -- c 5 8 5 i/2 5 1/2 5 1%2' 4 5l2 5 a t 4 4 3 3/4 >81 105 6 I. 6 6 5 6 ...5 1/2 5 1/Z 5 1/2 4 1/2 3 3/4 x 1/4 _ . ? . -- stab 120 6 6 6 1f2 5 +f 4 1/2 e t/2 4 1/2 3 3/4 >72t 1a0 6 6 5, 1/2 4' 4 3 3�4 3 3/a .- - _...r,._,.. 8_ ..._ ... .....-...__. .._._ ........_,.._w.. _.... _. _ >141-160 5 ;, - I FL09MA 610 f N,COHSE (Nora 71i¢tt Yaloclty IIur(icane Zone) ,+,. Rc+t2t[t+.Sha3lG'•S�'rY1rt as/a/xcuo 'oa hLlS p•0 INC. DATE fro �r — u1r r 1 to c ku.rq�c cuuva r EXPERT SHUTTER SERVICES INC. E fh `. G. rl-'x1 c s n n N mx w�Y.a an•n.v,ee E58 1 W m"Dom OR-n 20-064 kJ S f r e m61 ?,itau.Nw+.cx�m POkt n lUGH.,FL 5448e, p22.a1t-aroa : Da+NrxD N. n G MV1Ft l:il! d V.E rrxrrw' s.�. :+ax.w vs u: ..t�x .E, SFAL/1nw6T[tE?C/u0.?: .Ito C +157 n.zr w ; sNeET,e aF 26 SCHEDULE VC, I Vx FORCES (Lb/FT)&Vy FORCES lLb/F1)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 (FUSE MAXIMUM VALUE BETWEEN POSITIVE AND NEGATIVE A.S.D. LOAD) MAXIMUM SLAT SPAN RANGE A.S.D. m� .� PRE URE 0'-4' > 4'-5' > 5'-6' > 6'-7' > 7'-9' > 9'-12' > 12'-16' > 16'-20' RATING —_.___.......__.......... �.._..._ (P5r) Vx Vy Vx Vy Vx Vy Vx Vy Vx Vy Vx j Vy Vx Vy Yx Vy _< 30.0 10 — 60 10 75 165 90 238 105 421 135 594 1180 999 240 1390 300 _........._._..................._..._-......... ...................._:._._._.. _ _...... __..__.......-....._.....__..._............_.._.. _.—.__..................._........_.........._......._..................._................._.....-........_..............._-..-...................--......._..._._--._.. __.._..___.._ T >31-40 10 80 10 100 386 120 440 140 398 180 823 240 1328 320 1823 400 _.. .................__ _... _...,. _ :41 60 10 120 290 150 794 180 509 �F210 708 270 126E 360 1962 480 2553 582 >61 80 10 160 616 200 767 240 796 280 .w. 1007 360 1695 480 2422 600 2547 596 _............... _. _._ ..---._.__�_ _ ......._ ....__. >81-105 123 210 550 263 711 315 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 2039 635 - - >141-160, 781 320 1186 400 6 322 48' 1873 3 .56Ci 1740 640 1 Si.Ar 1 SPAN NOTE: IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR PERMIT HOLDER TO VERIFY THAT EXISTING STRUCTURE IS DESIGNED TO SUPPORT WAND Vy FORCES IN POUNDS PER UNIT FOOT OF SHUTTER HEIGHT AT BOTH JAMBS. SEE THIS SHEET FOR Vx&Vy VALUES. y V i SIDE RAIL-..,_[--ij vx. V.r ` ` ir ...W..,. 66MI�.'BtiILON>;COM{Nan'woP vaEtti:y Hurricane Zoos) l f( 1 S �¢�tl�� - .: a xa n rr � � gg+ oanmt Ell;'�`�•� yew 4�`� t .«� .......... ) At ur. gam.+/. ,�: .P�Gut�P4.�ehACQr$j1F3M^.il. PH/E/2C`.0 8 6n C 0 i@YC. {��} (� �(��pe�p �+�5�}�ny�P -��-_ + 3 I S1.iB't-iCSiNG 3 M3i 1 DING C04 nLMY- EXPERT JH 1 tLIB SC.RYiLLJ ?NC. 7.q�' J az '. z.c+sc ter.x� crn^_,a.r,:m,a� 84 >tiw U.?rlptr.FC 6PI�2 20 064 . s'• SZkI..E OF �.� r is c I^ + ,. Km st oat,tt.sa ad ,G• �,••� ^'� t�, i^uC+r.:{��a s-ss ra{rn)a7r<ctva. o2tvitN�,ra� "11 .Farr , a.E nr„Vrt,i'li.. +ite7 I na n•eu SHEET t9 or 10 �y .;' yC �� 5 1JSI.�YSAPIREJdATC': -- a •-5...».-..-.. z[ .i cr..C:f; - (.it iT _ fnW Y1°9._P� !i SLIrS �i Z a •a +#t f: `i_��t -4 T „ft P1kY_L'ALI?FC_P,ti4" .17 S 4IkXlRhU 1 S kl'S AC1 faC Cl M1F:[hAi tR Si Pi F A {K7E TD°a!etiSS�C G A Gt . L—? +m 1sGG`U GFL,"1 A S t7 i3ES4GNr°' c&�U£'E R 1i1s`[u fG.s.ij.,SU1'F :r".zuavrkw.Y?kTEt;��(R.�Ft.".fac r==;?nLtcifi?aU€aF i�;,tc T-tt::?; sE gar .:S�-eCSRs s ;<.,.d P?mu&mouU rcoro T€.v;np, 'SUP 1/6"AND PROUr,'r MOUf'd'rWA l"YF'�. wR.Sh+CiC''7 Fi�AMES VVAl-LS f W(Z'X5"St i4E15:ASP €21:.§#r Pi RI?C h S U�EFAt S V.AU5 6 ki R E2Ar'¢a PER Ue1A:L 2 DUCT`.7 Eh51'tZ;`s T)s Yt'? 3 r:W s Pse71 U_tjslt i tao-f1 ..... rv- _ y. .e..,...,,,..,. ,<...... .. 1: i&14_$WN tii4E f?;f5: F iT+i ktiT•i' f•,6ti-wA t�i s'+K"-QffS A6G Iffk�1fiER � c.lfART I$i CHART ICI ( tsx wY cr$§m} Ci3AR`r fib t,tikSti �TC� .SRI,�wtoffs PN asa air C; r s. n meuY "u'r LrSE WIIZILY r srME _ GRACEo sla�1 C-3h r a.r�SLkN(1'aSi1P/E YkL p-r+D-00 AM.LW'OWE ei°tgv't T41!CQ-1_t ANC, gR »s&LoJ p VAM RhtiN e9:atr +a R°.X, vL4i `,} .e;.t&i,E..,..§£R.'Ra Ste. • w "Re E..t�,a"'t1.T�Saai t. s.f '�Q ST4R� a AS Lx. 'E.as, .`itt) - ! A.,.� ° - •�n QA45�L S ,3 R.v G�.E g2( 6 BS) A.SA t v "rl Lk a""�.sg r^ D..lft4-nR SvV N . - q c 5•,,.t a {3 5 712- y'P.:a'SW;Y .W/C.,,i'iFti:E@CS o -Xtvrnatn' ccs o-azt YE,fG STCnu� I t wG'1nitCnA !.36vfAAY CVtr:f�:l'd •e1Rti5'Ji?." 'tl.L. _.,... ._._. der .Ax>d m° uanc�'arj FI.Th'3 tlatnYr f pJ ;�x,M a° "fitn'x uR:E ,� 5M{G-5..,6 or' a ;� a FAl C. k rc!eAs mrt�rae {p.z...f,) tam rum: eaa m� T!n i Y' { s ti—s a 79-'1 t t 7 5/@ 3G.4 E 3 5 1fN *n e t n n rf 35a V� r e s • WtHt7 e t ' T 21 ns -aaa s «:xs nI t i S.�_..t FI L c;°?} 'E E...�. .=T��:. iVA._I6 FQR.1T_'SL.Pi f ; i'-3 7 ! � ``uz.L i•.*ss sY� � o C�r:Ci,itx+i g(>}t a{:'+Ytte;3 1a't:4ttSTa4CY 932y r^:R GEThiLr�L9W ,� ,,,,,, ` 1 t # — t i €,tiSIMUMAa;G C7LS!GwLCADlS.4XCt}rGr�1 E"CHICW'L CHART l bl. CHHRT IIIai . t Vi1D f f Afv"-FR-:w'3 QN{G�s'X4 .•?•` '� }f ti M1B&�' »dt ;,;J 'LYt*M- as xxv is 1 3r s�. � YR xs air snxs t t'. `1Cr'x'`71 r"'k?E G( »"'. f ` P �t; F:s..:3 _ ;w,.;x¢1 t -t (tit six irimo)i USE NAULW P09MIE wam OE i•41L .(ELEVAT€C3M W5-"Umn-XI h0l, ASA tW AUX s DETAIL 7 ELEVAT ION uAUD�aratr 4Mi ( f . --14t t m SEMA My k s mt _ c3 tL o 1 u�t R.S.!3. 3;.54, rr? Mo-G'.w5"R;:, 4 "Y v-llJ fC4 YX°'E24?:f rC�{zY5} F .._ ... Wy- `{ w Iy 'nc:aS€1R tr•.t T. WA P.W.S ._... L5X,°+i sa�7 v saxt;::�f MAT SPAR!f1Urp1EF b f.) tf Y.PT5'Y+„3'S5-=�d38 ass:�w.8'S mac w6 1-3.R3 M�algron[ . 35.0 t8 t n 32 lr 3' ABC it VAY ° U£u^. S.. L F»`A N.-li of PAQNO$ k DIAXS f W6 JimJ,,,;"ma 1";V-- L(L, .SimGT Y at4�'--:.CUal'£+'+^E a Y'ts,g CtvF}1 llf Ole.t.. SA"!�v M-init'�NS MOV CNkE~{CR 3 OF t4', ctt)meA'8 i!C'tu CQ(V M=(s#f.aAt'�LEWt.t'i! +i#• , 3A! -E 33' f.r t R E7[G tp, " CF. 'GL'°i.K (J^I r High VeEacij),Hurricane Zatej }r T?.LATIONd NTO'4'00D FRAME STRUCTu ln- 1 e 4 ��++pp��qq��YYii ��SS(� �t�}} y, y,�+' C/� eAr -•. '', Y tf 3'C'fat G ffi'cFG 1 +,j-4 .F r,>••3,�, EAf ER SO t#ER Srarl\J1�r 5 INC. tE i' r n r u fi &a tiw4 W"Won whit 20-064 y .�' f ;s wtn•n + ca r n ea tt a-+it wrxwetc fi1<, ��`?iE cA„fS•ss^:ftfl1,4EJQk.x. rl 7#6.I a at.rr o,n-4. et+ccr za�'2s w .ar .r.,.a.e..,. ... s . . #(t1NgIi1Ntii5+> . MIAXx ANCHOR'S SPACING SCHEDULE III FOR_a GIVEN PRODUCT MOUNTING TYPE,WOOD GRADE.A.S.D.DESIGN PRESSURE RATING jojgAq .SLA►SP�RANGE � WALL NIOUNTT St n l' MOUNT TO 2"x4"WOOD STUD, WALL tvtt;iUiN I TC' '>V'WOOD STUD WITH MINIMUM 1/2"PLYVV00Q r4SEF #pit i ON SHEET 20) (,SEE DETAIL 2 ON SHEET 201 "+ D[SiGti SPAT S°ISM Fif CE �y ?aiGt3 SEAT SPAN P..4fd Y1000 r"RAD P^��SS{SR£ x WOOD GW?DE fCrrpf'i^o. �. SOUTHERN IK, 4G 0 ;OtIFHE Ed PIN 1'' 6 G" i b _ ._... _....�___.._ -- (G'AriSJ .. (0=0.55) J._...4"._, 3 1/2 50 ..E'_�......._... -',3 8" ....E=u,.... 6" 5" 4 3/4,. 3 t/p ...�_... 60 b' _._._8L, .. 5" 6" 5 3/4" 5 1/4- ... G`OJGIA rifti 95, 30,0 6 or 7 ............ .._ q�JGL/Aa CI12 .�1 FF .. 5 SPRUCE rrr 4JitT 30 I 6, •"iu E PNE. Ir_.SGJtPt SUILD-OUT MOUNT TO 2"x6"WOOD STUD WITH MINIMUM 1/T PLYWOOD (SE E DFTA12 OOd SH Q'2QI nr rT 4Yfi;;G Rl{(?� F Cs{F_'aSU E Y--e s=car"''etarac„ 2 N "t _ti f t t '. f x . . sr of h es at Y t ry c r n r r Y cn rl a m '�5—t r ua r e $E�ccer vrc} sexx t�r is xt+t rRh: 4 1r! _I 1 A �C1.rict.^3 PI ri 6 5' C tt� f,} C C l 1 .ti Y.°'• lj �,l✓Y' ,(dzf7,�St' tt�iF .e+��"i lk\{ft�lrif�r�.,,— _ _ ;'S CtKtlwx.Slxi Jt CKsIN {Nu Ifion,'tFntackty Hurrt:•one�>ne} t c r -or,. toy :�eawr;ar: MAX, yaA �itk ? I 3 ¢ I 1 »- { ;apc }r t3t1" r iR{' � �� Faittnga:xncr�r5�sts!Tt crsla/zezc� t T'�'+..c Cat Ats�X„ r.. E 10,1y'1�. '... ✓ 3R3 '. t „» a t oeTE sa a t d �r"I•I}29 zHUnER SERVi S INC. F} SPAR IE.�f. t tt __,P'I 5i,T , E '7 •as " x "a tin nn tie n;sr., a 20-064 PEPf IVAN C?�(LtKS i.�fd i M.E. �' C'sxsa s t sr.;�,t Para ST t.�ra RY axaaa 5T C1 e.a c eeawwn vim vimr 21.. r: {saA?ltA.,/DATnri �s R ..,�--.,...�...�.,,,...�.a,,...,..,,..,..»..-..,,.:..n:M,••..�,w,.-..:.-.......�:..,.+..»..,�»:,.."..».:...:..,,»..,�y��'J„t�,nfpl;:•.. t` .f .:,.�.�.�".u.. ..:..."» ' TABLE 1 MAX.ALLOWABLE STORM BAR SPAN(ft)FOR A GIVEN A.S.D. DESIGN LOAD (tc.s .), &A GIVEN STORM BAR SPACING(ft)' A.S.D.� STORM BAR.SPACING OFF) DESIGN PRESSURE' �Ta:c 2' I 2,667' I 3' 3.5 4' 4.5' 5' 5.5' 6' 6.667' q[t$_ 30.0 1 1'-0° 11'-0" 7 1' U''.. 11 ......._1..i..--,0".., 1...1,1„ 0 ?i>-0' 1 1 0.. ...._. 1 1_'_Q._._....,. .t?'—G° i t (THIS REGION IS ONLY VALID FORµ INSTALLATIONS 1 _ __ ......_ __ _,..,.. f _. ._ _... .._ _._ _. . __... _ i. fi» t t'_tj t' ^ ♦ yt/ 1 OR MORE STORM---- 81ka PER ----- 40 Q t 1'—G" t — _ _ _ __ — _ € . 1 1 V _ € ,1 ,G 1 1 G ! 1 1 u 1 C 0 11 0 u 45.0 t1 d 11 J 17 11 u i1 0 t1 0 it Q 11_.._.. . 50.0 41 G" I1 G 11 0 l 1 7 11 J 11 0 I 1 Q 1 V i J' 11'--d" ,� *THIS REC1tllv'i5 O1�I:Y VALE( FOR INSTfIIl�TtONS 55.0 11'—o'd 11 ( 1 7 U 11 G t 1'—�' 7 0' 11' 0 11 0 i 1 " —11 0 r" Nt/ 2 OR MORE STORM BARS PER S V FEn 80 0 11 0' 1 1'_0 11 _Q• 11,_Q .. 1 I'—'J" € 11'_0 ,1'—C i t 0.:. 11 _.0_ I _.... € _ _ .._ ..__... 65.0 11 G j t t -r j 1 Q' t i, G 7 1'-0' 0 1 G t 1 d 1 0 { 11 U 1 1 I {' 1 i . 7 t 1'-0" 1 1' Q 11 d 11 0 _ _ __.. W. ..__ _. _._.... .__..._ 75 0 l _.._11 ._ �_�,-0" ; 1 i"-0" 11 -0" _ ..... . _.._...__..__.. _ ..... .. �. ................. _W__ 800 1t 0' 11 -G 11 r 11 0 11 0 11 0 t1'-0" 10 10 * - 8S tl 1 t 0 t -0 ' 0 t 1 0 11 U 1 1 0 11 -0" * - 900 11 G 1i Q 1 11 0 11 1 J 1 L 95.0 1 0" s.: 0__ _-_1 1. .. 71 0 1 1 0 1'-0" _ 3. 100.0 _ r__ _ .. { ..ib5G11 ( 1 j .... 110G 1 0 11 -G f 1 0. i1 ( 10 10 115G 77 0 11 0 1 C 11 0 . _ _ . _..._ _.._ . _ 1c00 .,. ._� `. ,. .. 25v t -0 1 0 10 1G I 130 G 11 ( 11 .. Q 1 1 . 0 E I 11.1 ... .,t.._t 11 ............_ _...__ i € .:...... 135G 11 U 1 U - 140.0 7 0 - ..._ _ _ -_.......... _ _..... _ _.. ... 145.0 19 U 11'-0" 10.....11" 155 0 1 1R' 11-0 ' MF SURED IN BEI)WEEN CENTER UNES, OF STORM. BF 15 (N iTp Eit4 Plii U ) f EFT EET OR MOM, TIP F SIDE RAIL TO GENTFI OF TOP g�tit BAR. �i a �t L n r 7C t7v k1:th c.nx:;y Ii:rricgr> Zcnl x .... ..__ ......... . ....__.__ __:.:_.... _. .._._. E� alca-+ama Err: a u ' N0.44 i, �- �.��, e4 ,•- �yJ/'.'`' ✓b"Z6a++!'.. > : I ea/DATE 4 4' EiN FX R1 SmUTTE", ScrytY*c s mC.pp ,? *03'�ri fbCRW litT I'Ap 20-06 4 3a5& rs fi+N7,� aarwiw^tax ..;:._...,.._.....__..._. r.. rf*xv tcm._->r.x as 4 rar rrt5.c,a-¢sw ... %rrFa... t�E`Z to f-`•'�':4?UF.EfCt:Ft fuk,u f atEE> E"Jzr Y�y� 9HFcT u 0116 i TABLE 2 TABLE 3 ncr.;L�IaE;yjE,:TS F+?R S'i;:.'Ra B ,R••^.ONticCTION T�GO�:CRETE'L�?AP_D_BOTTOM PER REQUIREMENTS FOR STOR,k4 EIAR CONNECTION TO CONCRETE.TOP AND BOTTOM PER Sis`:TtdN SS(5HEE 9t FOR A GiVE�t A S 67.DESIGN t.OLtiCI(..a.f.i,&STORM BAR SPACtiJG i1T; :SECTION Si-Si(SHEET 9) FOR A GfVEN A.SA.DESIGN LOAD FP•s.f.j,&STORM BAR SPRCINP tft. Axis 5TOKM BAR SPACING a"(Fr) STORM BAR SPACING-e(FT) � er E_c�� 2'•867' � 3 �{ 3.5' d'` .�.-^�.a 5' S.5' o' 6.667' 2' ?6&7 3' 3.5' 4' 45' 5' ( 5.5' 6' 1 6.667' A.E_. D A.F3,O,D ;'LB-,_ A.B.0 D _.4 B GD,i 9._,.D _-_A,e C,I{_ 0.6,C,q kD,C.D ..._A.D C D_, �M5.0 ....A B CA._ _ _?,C.D. n _ IBA, ABCD 1 k,B,C._D_-,�B.C,C ABCD -A9A FSCD AB q �Wf) ,CC A,BC AE3C I _ABC A w A_ A a,?„_D 1 ABCD t A.,_C.D e6 ,U_ aQ,C #g.0 A9CD A,5C._ A.B._C,D f B.c A F C.___ R G.0..,, _. 4 B C i- - r ..... c_ g..w Me � ABC F 6 C 0 �.. k2 G.D i A,D,C D F Z; D t rs C C � A,P,C.0 _ARC^ PxB C +'9 �.CaSA A d C J A B:f� -.<B,,r,C_ E AB C k.....�. h___ { C B C __ A A A ^r C ABC B A B BC B A- A C ( BCD o"D BCD QGD A -.�,0 ABCD � A C A 500.0 � ADC 0 AB Cr0 P 8. D .(.,� A � _F'•_u _.I '��_ � A � l:A 1- ADCD A,8C0 - A,B,CD a,BCD 6.CD {{ A9b,b AB C, A,B^ BC dtLS.O ABCD•• h.BC j{ ABC A ....A. A A A A _,A... 26A I AB CD A,ECD ABOC i A,B,C.?-„_AB.CD _f, AB,C_- AB.0 ... A,BC A,t7 A _ 70.0 A.B,C,D 0.8C 1 0.B A A,• R_ A A ._,_t., _„- ;71lD, 0.6.C,0 .._A,9 C U %P C D__.�.. AB�,' f46 C ,q9 EEE A a _ _ M� _. „_ �_-.__.._.__.... 0 D C ............. A a A A k B0.0 AB,C,D AB,C,D B,C D P,B,C p ABC •B,C AB,C A r A A B0.0 A A_ A _ _A _ _A .. _____.. _ ._..�.__.._...^c_ _.._.__..._....._......_..._.. Tg-_ �AA�B.0 AB_� (` ... k5. 8 C D A,e3 C D I, P E 0 D 1,- 9,C"D w=AB,C MB,C A9_ A A 4 ... 85.0 AB.0 A _..._^ A A- x m A- k '" _........_ -.�.-.- _ I 1111 a .OA 0.8CD .A5C0 AB C,D ABC A,BC A.B,C A k A A, �✓10 A-H C, A P A A A A.B,C6 ABCD ( A,3,C. kB�. E AB i A A A... .A - tl A,B C. A A, k. A A - . - - S 't00A, A.B�U.. ABC F A ...,t(, A .. .� .. _. _ -(. l 1D00 REiC .A i A.. A. ... A. E „185A,._ .0.I3 C D,. A,B,C,U-,_„_,A,B C A,B,G AB J. A- . . A A __...A...... ... 1l 0 AB k .A. A.. A .itO.tY 0.6C D,.; PBCD I ABC A8 �_. ...._ .._ .____._. �. _...._._....._.,,. I ..... _ - _ ...... I........A A A~ .__R'" __.,.�:_. A _. 110A A A A ,_ A E .......... .. „118A lBCU ' ABCD. ...A,B�C .....hB.0 A A A A A h ._ 11&0 A _ ._A__..I A. i A... ."_____ _ 1 A.B,C A.2.. A. A A A A ....A _ i20A A A I A_ - A - - _ _...._._......._.... ( ...._. ._.... ___ f{j ,.125.0 AB D 0 C. _.0.B C A, r . A. A A A .._,A - A-___.. 1TSD A._..._ .A,B C_ __._1..,._._.. ._A. A ..._-_A.__ ..A.._ A A _ __.... I __........W 115.0 ABCD A8C A,BC A _.. A A A A 135-0 A A�� A E {[{ 1+6A ABCQ 4r8C AB A A- A A A ! A,,... 1400 A A I .. . 114&0AAS (} 15tlA_- .A6CD ,..nx,C4.C...; ...A-... A_ ...A.._ .. .. A i59A .... '� # �R.. I ... x :...f ...._ ...,__ 11} t 155.tl I:DC A,Q._._I..__A A_ .....A_....f-'_.A-'- A .?.-_. ,---.•,..,.. ... 1......... 1850 .A I t 1 t60A F.fi4 .A.Q_ A ...A A A i A ANCHORS TYPE LEGE ND A -3/8*6. VARBON STEEL K'NIK SOLT T7_ EXPF VvSICN ANCHOR „'/2 1/2"Min. EMBEDMENT*& 5" Min, THICK POURED C.ONC1,CIIL' (fc = 3000 pa:} B 3/S'aXj 1/6" POWERS CAU<-IN ANCHORS W/ ?1/44'Min. EMBEDMENT*TO POURED 'ror&kcd){ (f'c = 3000 psi) &3/8"o-1£ f"A.rwns SCREWS ,C, )/4"<R3/4' ALL POINTS SOLID-SET AHC++0R5 W/ 7/8' Min, EMBEDIENT*TO pWkb CONCRETE (f'c = 3000 psi) & 411111'j�'.t t5y{ r 20, 13-8 STAINLESS STEEL 6LICHINE yt<y,� i 1(�Y �r ��,•-.`^�, ^.� ..( 1 nrA _: uFIG.L �1'c (Ron u., 4'aloci:y 2urri nne Z--o) -0'�, . g ( a n. is r_s iTr t 4A.Be. ff[jD 5,twv riw ;B(JILDEX TAPCON ANCHORS W/ „ti-, '+�' i ARA A §§ g� �`*. Ra/Li..a shut 4,1 'gwti I O61gfa010 e ikU, `E�S i / $ Am D E'er'k3'!F2 4, "'_" WE r l j ' min EmBEDMENTT7U POURED - z -�--•° ..'� _ �,+ _ " (f'c = zees per) s st i iz f SCEf�7:SHUTTER SERVICES. INC. r r t r sni n Ennran cn vv t A r f a,±w�r:>ca ran a..cM.va • ss r-al EE.B S w..-`won 54NC.. ^ r, .- w... dssnK c.an r t,>xmi•,_sE ss t,upt.R sa9ae 20-D64 FR.P :TI-CIE VF .F•e'� I:Sr Ca se vs DRAWHM.No 19 !A?! IS aYOND ANY FLOOR/CEILING FINISH ':�ae�•:LnPID� \�tv�� rA �05 es rwvc.tewl x ama r¢s rrsra;-e4sa' • �rir�t�p��t.,','y�L �`��y1`.E, StAlp St�.�tA,�.nCi OA"E c c�x te,.Y c.-.,: � anrs•w r.mr, ssEEr a�a$€ SCHEDULE la SCHEDvLE 2a FLOOR TO CEILING(TRAPPED)MOUN�1MG WALL MOUNTING MAX. SPAN(fI)FOR END AND INTERIOR MULLIONS FOR A GIVEN. i. MULLION MAX. SE!e FFT"Ft?R END ANd INTERIOR MULLIONS FOR A.GIVENIE A.S.D.:° A.S.D.DESIGN PRESSURE PATING s f.),& AYE"�.'4 tv9lai:(ION DESIGN PRESSURE RATING dP.S.F,�,& A MAX.MULLION SPAC!IG(FT):*! SPACING(M I M S.IMUA9 MULLION SPAN 0 ` � 'MAXih?UM"MULLION SPAN OF€i �tdNO-utlk �� 4°xSNIIA4'MUL!ION d"xAx114"MULLIOiV 3:.f!N IWTHICK(TT FLAK-EllMUL1�N' '3+'.'�3u Gl•` Fi"x114"NULLIO7.1 Gf 4"z8'xtl�"tRULLION )d`p�'a}3 IH;CI; ( i6ULLIONsiaw 1 "f I ,»z �"�Y � �RS'RFSf6fjhSCfttIG,`t _ CR04TATKIN e! +i Ogmwx^zr; tz(0)i cT as rr xu } (. EtiO�1 rviEf'L�j ,J7 [:7.TLRlOH� c`u7 `INTLR10fi ENO t{7£,2.' 5'•'-'�--ND END 1 11 r�� F,C, 7 iwri OR s0 KFEMOR END Ii.TFRiMZ ' UND 1N ERCR ..a m �eYimok 3JA 0 D' ./. iD' 5..8_ „^•7-._"3Y 12'.-�° . _P'. t 10...E !__8-0 1 1_'..S i ..''':B. ... e. Y i� 6 ..me "D t 7U 9 t2'-0" 9'-S' .10'-7" @'-0• t T2'=6 7 @ t7-0' n - t .. . _- _..7 flW;-5, , -6'- _, .,,8 t 1' 6 }1 ;i2. 9 ' 35A �.,20-0 I + 4'S� 6 9_.. i 1 5 8 0 10'-0• 7'-Y' S__4` 16'-11' ._B_-1 9 Y 7' i -S` ...........y....6...C... .,2 L....;. ..� ; _ v _. B 6....- .,fi 6 10'-6'mt 7' 8 9 81 8 7_11°. I„6 1 ` rt2'-a i5.4 20`-0 4 6 G li 6'-6'-. r0 6 7 8 B 3..__ . .9 tt•.... 7'+.......e 11. 6_ t7 6...... T 4 .. ...._S t , ...� . ... , .:� �::._ 6-0` 10 2 7 _ B 71 5 3 4pj _.. .... _ _.. ..._t:._V-11.�.. _._`'.��9�i...g D..,. _....5$ ��._a)'7... :.eW _ _ 4 8 6' S 7 _:..?_6 :..°"S.`.C,._x...._a...,Q... ,.„c .i 7,..,j_.. ,x k._ < g• 9'-10• 7-0 B'-7` 4'-10 1 IY-4 5 7 52 b r ,.. c 7.A....... _ 5-s I 8 6 ......6',_4` 8'-6 .G_2` i fa^d ... ._4.�.__.___.. 5 .a? S :: 4 76 w 3.. w ?.,.. <,..,._._ .-. .5._g._: -6 10.......-@-8..____._4.-@..... . _. 9 .7 g ....B.a _$: 4_.,..... S'-4.:,. 6-4 @..2...._7t )4:._ 6 4' ...5 0 t.: .P.>.. C'W t@ S_G: 7-Y.. 5 4" 9 7...._.6 t0 B'-S' ( 4'-B € t -76 a 6 } _-. -}- 3'{E9. .'1-_... ....6 ? ...,6 ( 8'-.`_. 1..6..? )i._4..... - 6 3 .. ..1.-..5 6 F r7'.C,., 7_0.0 } ,..t y. 7 @;.. 4 ..9 6 E10... B 4 4'-8 t 9 d_ 7 d 8' ti' 8'-0 6 2 x1 ,__... 3' 5 6. 52-•S 73A 16 1" S 0- ? 7 F 4...�..� A 5 ..6 ID.. 8 3 .4 8 1t ....... 5•._g...... 7.. },. 5 47 C} R 3 7 IQ [... 2 5 y -....6 3 .-.. 5 6 11 -4 t".LQ 11°.� .... t ..,. ._.-..,..,:._... F 17'-:4". ... .. . . _... ,. _._ ....._.,.....,... ..__.. -. ._-, ... ......... ..„. 5-3' T 7 7 5 4 _I 9 4 e f0 ` 8 3 4'-8 11-E --6 .. ... _ P.`.0 t5 0 5'-9' T-T t 5'-4' 7-9' •'-3 T-4 E 2 35 S' 6-3' ._,- 5 b. 12._.3-_, b_9A !8 0 3 9' 7. T - 5.4'�� 9i 3� � W-10• 8 Y 4 k ....__...-,......, ...._.. ... .. _ .. ..7 7 5 5.... T-A' fi'_4„ 7 9 f 6 3. t1 _' f-.4. ..... .,.,.5 J... ..Y2 3.. 1 ...U,0.4 ii'.'l 1(t" 'T7 S 5 9 3. 6'-il•......8 3 4 t0 11 5 57 5 �J .. _ w.._._- ._ ..Fdl 13-5' o lU 7 T .5�-5 ...._..7_9-_.. 8-5.. j..._�..8".._ _.6:-4• )t 5., a ''._...........5 B I7),�.... ."3..,.5 - 3,=.Q r.,?,.... 5 6..._. 9 3,. 6 it` �8 3 . 4 11 11-5 S t?w5 TdYC.. 12-9° 5 ..tit_.. . 7 .7... .. ... __... ...... .. ._.. _. x 5 7 1;T-8" .._ 8'-6' T-9 ... G-{"_ t),s ... 6-6 ...,...,..._5 9 it' 3- } 9 ?7"-A 4 t 7�T 5 Y 9'-3' 7 0 B'-2" 5'-O TAiDg,12„Z_. 6..0 .i ..�'.7..._ _S 7 t,_� g .,_e_-T _T-0 6 5 I Ft S B' T t_5 3 -,..1�.3 iD3.0 .. �rC7_ ..�. _. _ l 1 -.. 7 7.. .._5 �.. _:.Y.°. .-L-'S-g -7:-g 6..._8 T ti.,..`'_-,.,.. n.. �� L-_5 7 ._.�j2�.3..,_, ...ifOA »1! /. ,8 0 T,rs.,,._:-5-8' V-3*.,..Y_2_. ..8-3` 5-71:._.I11.-S' �. � J:.....__7 8 3'•-1 � 7 3 � 12'3. {:....0,1 2' 2'� :� 5 6'0. ,f. 3.... .-�,.._L ',� 7; v-14 ?� `.11 _?,C 1t 6 t t3`-3 .F .i_20 ti E 2 7_._ 5 t0 4 9 3 _ 7 i b 3 Ems- 15-5 - 1 f2 130.0 A'-t0,....-C'-.=� #... ? 7..._/._5_ TO-j....? A._. 7 7...".. E 9 _t-5...,.. _......?.,,... .... ;.,° _., )2 3 130A -10 p r J 5..10._I. A'3._ a i.,B .... #� ..,s, ( "1If --ItI}IIt It f{t -Y 7'-7C• S•-fG' € St 5- 7-Y' i C 7 I t2 i3S10 '-5 6 a' 7 7 ,' 5 7_ 1 9 J _7 $ S i -1 19_RO 9 ,w.' ti-1• 7 6 O t...-7 IO 7- 7 n 5 1 1 S 7 F 2 r+RC 3 # fl +' 'n r D A 3- -7- 9 _ f+8.0 rr 10' 4 3 7 6 0-0' Y-S' ,7'-4 7-9 6 1 t' i' Y i ! C 3 /? J 1+SA @ t0 6 5 7 £. I 5'-0" 9-3° T 4 & 2 f'. a T 5 6 3'- ) 2-3 150A 8 b 0 b' I 7'-7° 6'-t' 7 9 7'- 7 c -7 8.... ,, _.. 7 -L _ 3,... to 8 3 , 7'-9" 7'-7 € T a' f.. _y' ) tt-`s' 7'..�• .,._,.. __ .._..... ....... ,.,,.. ... .,.., _ .,.�..,....»r.....�..-,..-•.-,... g,_a,. �.,.�:...3 i@0.Q b'u' f-7" � E' 6'-2' 9-3' 7�' -2 -7'-2" i MAXIMUM MULLION SPACING.SHALL$E St1CH THAT t1AX.:ALLOWABLr SLAT SPAN FOR THAT A.S.D.DESIGN PRES.SURE`"TING SH41 NOT BE EXCEEDED, t MULLION ORIENTATION iS,ASSEEN FR&A THE OUTSIDE(EXTERIOR)OF:PRODUCT. .,---END MULLION 3 INTERIOR MULLION �i�yt } "'^ �1t 'S�t�•41 L(�f-xlxTi2. ELF,{SVIL.6:h .file::iNun wo w, iq Hu+Y�ana Lcna) . �.� W.Iis $ ! IJL Lq SPACING:"S" a`� y b .�f,E :.x2c.��'i� v�r :;yyq �>!!�ttl! ctt11{{pyyS:.p:•ttyt Spa:�ri!z: no - i _•,"--•`••- n: ..� ••. )16a r'tE'FiT44 CriGINEERLI'O GokPANY RT SHOVER SERVICES,iflC» .... 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