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Home My WebLink AboutProduct Approval p 11119 BCFS come_ ° login:-, er Registration, _ 4ipt U .Tupics- Submit 5Urchaige','Stats&,Fa<ts,� Pab!"rcatiuns ;';Corita U i :$Ct5"Skie.Map. Lin ;Us ks Swarth { RoKda �- Product Appreyaf _ p (7� .USER Publit'Usar. File Copy . �. i A-R�£24 of Manu:y P;`yciratt or:Atrpticatiar-wbarrh>`figrztleahon 7.�5x>Application DOCriI ' � ^ ' //L/- 1'� /„ � F - L2246P1R5 ApplicatldnType IE WE® FOk Code Version ODEC® dPLIEV V E APPhcation Status APprave, STo L CIE hs®UN Tv ComM- Grits 13OCC Artihi.Ved= Product Manufacturer., ;Expert Shutter Services;Inc:: Address/Phonijgrnail' 1626'SW Blltmore-St._ P8rt:St✓Lucie;!FL 34984 gJ72 .871 1915;:;Ext'106.. <callexpert@aol;com; Authorized Signature .Michael:Heisse'berg- CallexpertCaaol;com- Technical Representative. *ichael Meissenbeig. Address/Phone/Errtall;, 1b26`;SW BilttnoreSt ;Port:St 7 Luue TL 34984' ;CallEiipertr�aoi com" Quality Assurance'Rapresentative .Michael tieissenberg .Address%Phone/Emall' 1626 5w 8ilmore Si, " "Aft st Lucfe,;FL 34984 (772};871 5915:"Edit"i"06 CallEzpert@aol.com; Cate gory shutters Subcategory Roll u Comppance"Method Evacuation Report'from;a i lorida Regisfe�ed-Architect or a:Licensed Florida !Professional�En'g"neer �. : _ -. _ -: Evaluation;tteport '.Hardcopy;Recelved Florida Englneer or:Architect Name who developed the-..WMbir:A.Tiiiit Jr.-P.E.: Evaluation Report. �:'Flarida License APE-44'i67 "Quality Assurance'Entity.. . National`Atcreditation ani!Management institute: quality Asaurant' ;rC ntractExpiration Date' 12%311,2022; , Validated'By. John•W:`knezevich;PE; Validitian Checklist;I+mardl;o-1 ace vad' Certificate of Independence PL12245 R5 COI:COl 012 9 20 kL %References Standard and Yeat Hof Standard). .5tattidarcl' '.year ASTM:E=1996;i 2012 TAS 20 ,1994.: TAS-202 •4994 TAS 203, 199.4 Equivalence,of Product Standards Certified-By" Sectlons•fmrn.the.itd&:; Prodoct`Approyal:Method' Method 1 Option D° . Date Submitted 09J04J2020:; Rake Validated. 08J19[2020` , Date f endingB Approval= ` 08Jt9J2020 Da terApproved:':.. 10/i3J2020 8umma" of`Products FL 4, Model,Number-oY Name Qescnptwn . iZ246>3 Natitflu§Itofling;Shutter System Extruded aliiminuin Nautilus Roiling`Shtittar:System t3mits'of Use ".; ', .,. instaliatlon Instructions Approved for.use>n fiVtiZ!NoG �r4 i22�#6 RS II Amid� u r PE Drwn 2-Q 064•pdP. Approved for use outside tIVH2 Yes Verified Sy Walter A^Aft Jr,;P E PE A4167. <Tirtpact Resistant.Yes, Created by µIndependent Thiril',Party Yes. Design Pressure t1601 160 t Evafuatto»>Reparls: ,- Eft - , Other:State Mlssile.Leve( D"wind zones;-1,2,3 and 4{basic F!t �446 R_5_AE ExRort Shutter P E�nNq tT-064 pdf` protection otity) Pressure rating:_:+30 30 p s f at`20`0"spa In Created hy;independantThfrd'Party (wall mounted.)and+160 160 ps f at 8'=0 span(wa11 mciun#ed)wlth.iJ2 slip.:seeshgets 15,16and 20,?for , additionalrpYeseyres anti>spans:;: ` : CuntectU' ed�•..� is.�e,5b5i "92�.§'g one$�{Ztd#7 ti32d., , _ The State'-cf ffonda.,s'an RA/EEO employer.,�1}V�tSt��Q?_�.Ql�scrim aF Fionda: i�nvecy°52atoment i;A_��ss+tiility 5Y�Eetnent Aahnd statement" tinder:Fferidalnw;,emad addeesses are:pubfic tecords:rlf you do trot Vrantyour o-maii address reiease3 to response to a publio-recardsrequest;do not sendetactrariic m-"to ;this entity;instea;contact tfla.o(iict by phane or by traditional maif;.If;you havo anyiivastiianst pleas®-c=t,'w an -1 if ecld pursuant.h Secone w 6e a ml lls' .FicriilaStaWtes>,effetU �ctol%rL 2012;iiicensees':itcensedsti+daiChaptop45S F5 mustpro4idetheDepartn' with.an"emaiiadilroply they.have ne.The'emaits. provided ma"used for offidat comrtiun(caticn v tEb the IicenSPa�-However emayi eddreiie�go public record.df�you do not:wish to supply a personal address,plea" .. _... prov,'tde the Department with un email eaO� Which.;tan be rtiade Available tu;tha public;lb datemilne if you are a licensee under.Chapter ASS,F S.;pleaso dick here ®'ERE .. C;redttFGafd . GEtv�'RAL. ROTES: 3.ANCHORS sliru.L BE LNsrA1LED FOLLOWING ALL Dr THE RecoMMEkDA7FON5 AND sasaFrcAnoru.oF.THE araeHoa`s MAtluFaeTvil!'R: 1.NAUTILUS ROWW SHUTTER SYSTEM'SHOWN ON 74M PRODUCT EVALUAMON I)OcWwr/tP.E DJ).I�BEEN O.ANC.Ri0R5 REQUIRED'FOR STORM,BARS CONtNECTIONS SHALL BE:AS�.SPECtFIED ON APPLICABLE.SECTIONS'SHOWN-ON'SHEET"9. VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2020(7th EDITION)OF THE FlDRI A IiUILDWG CODE 3/8'dx1 1/4'.CAUC-INS MANUFACTURED ..BY,DENALT. IOC, '.NAUDLLRS'ROWNO SHUTTER.SYSTEM*SKN L NOT BE INSTALLED'AT HIGH VELOCITY.HURRICANE:ZONES'(WAMI-DADE -1/4yx3/4"SOLO-SET IMANUFACTURED BY ALL.PoNcr."4c. /8RD"D COUNi1E5), -3/8% KWIK BOLT TZ MAVUFACTURED:BY HILTI:.UNC.." '. .DESIGN.WIND LOADS SHALL',BE DETEAM;PIED AS PER: =TIT 160 OF THE;A,BOVE'MFNiiON£D 3C INS. -5/18`o TApCOt+MAW FA.CRIREO BY:,R... -tx;'INC . .. FOR-A BASIC WIND SPEED AS REQUIRED BY THE'OUPoSLMGTLON WHERE THESE'S}iL1TTEFRS WR,L DE LHSTAIrrn MINJMUW.:E11GE DISTANCE',"SPACING FUN AHM YENWNED ANCHORS SHALL BE AS INDICATED'BELOW;OR AT ABOVE MENTIONED.SNEET FOR A OIRECTIORALIN FACTOR Kd�0.6S;U5LNG ASCE 7-1G fOR INSTALLATIONS.UNDER 202D F8.0_.. EDGE DANCE AND 1:Td8EDMENTS ARE BEYON4 ARTY FINISH MATERIAL.: AND SHAu HOT Exam THE MAxmw(ASD.)'DESIGN PRESSthTE RVOt05 FATED.m Sims 15 THRU.18 Q 20.TIM 26. EMBEDMENT W'ORDER TO'VER€FlT THE ABOVE COND(DON.,ULT€CRAIE DESIGN WIND LOADS DETERM94ED PER ASC£:7-16 .. GROUT FILLED OR SHALL BE FIRST REDUCED TO:AS.D.DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER'TO: AI.LNOR' SPACING® 106R EDGE'DISTANCE O tOCf.! CONCRETE CONCRETE BLOCK TO CONPARE,TTIESE,.W/MAX:(AS.0)DESIGN PRESSURE RATINGS INDICATED ON SHE m- is THRU 1$.&26 Tiftu,24., 3/8Ox1,1/4'CALK-€N- 3 3/4'� 4 1/2- .1'1/4',(3000 Pwl NOT ALLOWED 2..IN ORDER'TO VER€EY THAT':COMP01&NTS AND ATLCHORS DO:nfS'p�P-LO:AS TESTED WERE tiOT.OVER.SiRESSED,: 1/8#'KWl SOOT 17E .3'.. 3' 1/8'(ZOOO Psi). NOT:ALLOWED' .A'33%INCREASE€NVILOWAKE STRESS FOR WIRD LOWS'WAS'NDE USED IN THETA ANALYSIS.FASTENERS '3/B'4 KW€K.VOLT TZ; 9'_._ 4' 2�t/2'*' (2 Pn7 NOT ALLOWED ALL SpAGINGS'TO WOOD HAVE BEEN:DETERMINED IN ACCORDANCE TH N.O.S.2016. " 5/16'4 7APCON XL• 3 3/4' 3..1/8•. 2 1/4•..(2839.psi) NOT'ALLOWED. NAIMILUS ROLLING SHUTTER SYSTEM$'AMUACY"FOR IMPACT AND CYCLIC RESISTANCE HAS BEEN VV&iED•IN, MULLION . ACCORDANCE.WITH SECTION 1609.1.2.OF TFIE ABOVE MENTIONED CODE AS AMERICAN TEST LAB OF SOUTH _t0:�ICA, I ,11A,AREO..FOR MUUJON COEL4ECDCNS 5lWI.L�`A$SPECIFIED ON APPLICABLE'SECTIONS,5}iQWNs CH SHEe:75':10, FLOFBD+L REPORT:J 1030.01-08 AS PER ASTM'E 1996,E:1886 ANID E&M.STANDARDS.QUALIFYING� .. t00. i.i,.�1 tA�12, t2A, i3 do 13A: INSTALLATIONS F .WIND ZONES 1,_2,.3&4,MSSILE,`1YPE D.AND ONLY APPLICABLE TO BASIC PROTECTION. -KPAK BOLT.TZ.EXPANSION ANCHOR:NMUFACTURFD'8Y I", INC. IHSTFLLATFONS.-AS.O£F84EU SY SECTIONS 6.2.i.T,612:1,2`AND 8:3 OP ASTM'E'1996 SM;SNEETS`19,&20 -BUS-H':SC1EW ANCHOR MANUFACTURED BY.HI.TI;.INC. FUR ADOMOM L.L1dt1'ATIONS - -WEDGE-BOLT ANCHOR MA"ACTURED-BY OEWALT,-M. 3.ALL ALUMFALLN DMUSIONS-SHALL BE 8O63-TB-ALLOY UNLESS.OTHERW[SE'NOIED.:SEE SHEET 2. .. .. . . ( ) -. MIRNMUM.LncE.DISTANNGE AND SPACING-FOR ABOVE N77fT10?IED ANCIICRS sl{4LL BE AS INDICATED BELOW OR AT nsovE MENTIONED SHEET. 4.AIL SCREWS.'OCEPF.END RETExmA SCREW )_TO BE STAINLESS SIEA:304 OR 316:SERIFS WITH 50 kni ED:E DISTANCE ANTI[3,L�DFdEN19 ARE'BEWX�ID ANY FINSH:MA7ERIM.: .., YIELD STRENGTH AND 90 kai TENSILE A OIc CORROSION RESISTANT COATED'CARBON STEEL.AS PER OTN. EMBEDMENT.S, ROUTOR '- 50018:ALL;S.O.S.ARE TEK.SCREWS MANUFACTURED BY 1TW BUILDER&.SHIttL',COMPLY W FLORIDA BUIIDWO . . .. GROUT TE BLOCK CK / ._ :A'tCNOR' SPACING:6�.iQiFS EDGE DLSTAPCE{►SOOx CONCRETE CONCRETE BLOCK Y:OOF'SFCTiON 245.:33.0. 3/4'4 tC1VRC 0017 TZ Ri,'. ,9'..- 4 3/4'(30CK cmi) ALLOWED:'HOT., , 5:BOLTS TO BE'ASTU A=307.GALVANIZED:OR AIM 304.OR 316 SEFm,STANNLESS STEEL WITH'36 k2i MINIMUM 1/2'4 FWi[M^BGS.T,oz 22 1/:r 7 1/2'. 3'i/4'.(3ODD F> ).. NOT ALLOWED . Y€F1D STfB:HGTh. 3/8 0 KYt%(Ow TZ 6- 4 V8' Y(3000'PSI) NOT ALLOWED 3/8'a mji f,f,ztm 4' S 2`(30D0 PSi)' k0i'ALLOWED 8.NNfiLUS ROLL9RG SFMTERt SYSTEM BEARS V,S. PATLRNTS.PB,O45,225 ANO.lf7;4O9,$80• 3/8'4 WEbgjZ. tX.T A 1/2' 4'R/2" 2 1/T"(3000 P,Si) NOT ALLOWED: 7. .ANCHORS TO WALL FOR(D SOT,M SHALL BE:AS FOLLOWS: 1/2'd'NJS-H Sd✓£i tlt 9:)T, 8', 6' 3' 3000 P.SI) NOT ALLOWED . 5/8'4 u6-N SR'Q LAC AT f 1/2' 7 L/2' 2 1/2':�SQDO PSI). Not ALLOWED ,(A)7O,EXSTINot POURED CONCRETE:A6N 3000 p:eL COMPRESSIVE STRENGTH.. ill.'THE,ICI5TALLA7t�,N C�fCRi1C10R'IS'.TCI.:SFALf:AULK ALL.PROOUGT'CO6dPOFiEPiT;EDGES WHICH'REMNNIN:COPit1NkLiS:CbNiAd Yt€D1:THE BUILDING. TAPGON A ANCHORS AS AIANUFACTuRw-BY RW 8UILDEX,_IOC: To,P12EHENi W€HD/RtsN INTRs1Si0N.,CAULK AND SEA PRODUCT TRACKS ALL AROUND'FULL LENGlik KNIN80LT S ANCFOFS:t:-LtMTtIF'ACTEiREOl3Y W0.74..INC. Ty,.-6 :BE'-.1HE•'RFSPQNTsIdIJIT UV'fH!lER(1fbAlL>: TO VER€F{THE SOUNDNESS.OY-Yf4E STRUCTURE WHc..R,EFROOJCT PTr+TO:RE'ATTACf1ED-TO: S ij MNIMUM.EMBEDMENT NO PQURED.CONCRETE.SPtAIL 0E iMaF3R PfoPER ANOhO GE TMS PRODUCT StNA :ONLY'B AT1ACt4 TO.COLNC7t£Tr +OtACRETC MOCK OR 1Y000 ll.t tlf;SWLDINGS. 2 1/4'FOR 5 16'4 TAPCON XL ANCHORS'&2.1/2`.FOR'.3/8'Oi:KOK BOLT 3.ANCHORS: v. kO ELlB> LORD:51UCC0,SHALL .CON5IDFRED'AS:PART'OF THE.REQUIRED EMBEDMENL_ : 13.,'1?!i�a P`RbtuclTS.INS'TA LkilbN StsiUL..0 COMPLY WCM�ALS,SPEGS;iNOL',ATE6�,fN fl+iS bRAY{1NCn i+t.US A41Y�L,DINGAHD ZONING REGULA7IgNS:;PRDYIDFD. . - BY C 4URISl7tCTLON 1VHEiTQ l7EFRMRT IS APPlSET1 TtF ` N 2y M1 ilidlhd,EDGE,OISTANCE'MO.):INTO'PAiJRED CONCRE(C.:SHAtt B p LtFT01G►Fgt})♦ttilSM NOT 1'ARf OP iNi5 NIPPRCFVAL. 4 FOR.5/16'4'TAPCON KL;ANCHORS,&5'FOR 3/8'0.KYAK.BOLT 3 ANCHORS;EDGE'171STANCE IS BEYOND: ) .. r . AHYz„F1hi5_ VATERWL. YS,'(`a} THF.�i PED PREPAREG`1TY TFkS LI�P"w9YcEP SiLTIERIC AND bOE.+ITT PROYfDE RiFORRWIDN FO1t i4 Sft, SPECI(iC P��ELfr i.e.WHERE THE STE' A s�tFF C .THAt PITECAST STONE;PRECAST CONCRETE OR BRICK PANELS.VENEER OR'PAVERS BE.FOUND'ON DETKFNS DeAKTo~FROM TPtE P.E p THE.DRSTINW WALL.OR,FLOg7;__ANt2tDR3�. :BE;LONG LNOUGH'TO-Ri£ACH.THE MAIN;STRUCTURE SEHRNU SUCN PAtd£LS; ;(1+)CX}kTPAC70R,TQ V J§E%PO)S3Lr,PC AE SE1:ECTFO,I=W_RASE AND,IW, LAT16}4 aICLUDINZ;LIFE;SdRETY OF"TWS PRf4ti1JCT,BASELY ON THIS' <' <E0,) O£O f#E/SINE OOCS Y[Dk"1/IAI`fE;4R!"RJ T'ii.CDNDTf)ON5.17EIAq.EO AT{7.tliS OTbCUA<ENT CONSTitL?CTtbN SAk'ET9';-SiTE,15 THE.. E&NG&,06T Fli 115.CELL COVCRETE'BLM WALL•A,•TIP C+00 `.'. "CONTRACTOR'S RESPONSIBILITY "_ ' ;TAPCON XL ANCHORS.AS,MANVFACTURIM BY'(TIN MLOEX:INC. p)TAILS'PIED.WILL.L3Fl CONSIDERED,tNVALTO 1 ,ALTEtttti ITV,.:AdPY MEANS:; .. . --�B=j),,idFNiF1UM EMBEDMENT OF 5/18'.4 TAPCON XL JSNCHQRSi W.TO TkE:GROUT,F111m CELL CONCRETE BLOCK :-.,(d).STTF,:^�PE,Cif1C:P y;S tk*(LA,*i3E PREPARED.`.BTT R FL(]FiYI RECI's7ER£0 ENGIISEEH:oR AkCt+iTECC;IfkCH'1YILL BECOME THE`ENGINEER:-OF UNIT,SHALL B£•2 1 4. ` CORD'(TOR,}rOR:.THE.pHOJEGT APND WHD`�ivtLl. RfF5F,L1N9BLE-i'OR THE PROPER:USE OF:THE PEO.,zENGiNEER,OE RECORD;.ACTING'AS. `40 EMBEONIL'VT!t STUCCO 51W.L BE CONS AS,PART OF.'DtE REQUIRED£SdBFDMEHT:. _.. ff DEt.E '1131 LNGNm TD-THE P,E.D £NpNEER�8 ::'5tlBlraTT TDx!HS CAI M THe StiE;5PECit7C O!?AN't!ti,5 FGF Rt;IIEYf; 8r2i MSNIIIUM.EDGE.DISTANCE,(E.D.y iCtE•'S/16'N TAPt;bN,XL ANC-NOM INTO OROUT:FILtED CEti-coNCRETE . ;.(a) P.EbsSTLAtf SW TNL?1TA1AkD'Otk,tknj STrY1 AElO SGpPATURE tIF THE PTEikESSONAL ETiGPi ER QF t#LOt3C SHAIt BE 4 :EDGE Db'TAWC£IS BEYOND ANY F1P$SYi"LIAIERW.. .: T' CASE THAT PRECAST STIXNE','PRECAST CONCRETE`OR'BRICK:PNfEC5.VENEER-OR PAVERS BE.FOUND ON.::. T8:<PTt +EICT NANUFACRJiiER,S.LABEL.SFW.L BE t.00A7E0 OH:A'LtEADLLY L'' BLE CTLC+A7LO,N`AT Pow,IN ACCORDANCE{k}iN SEC<ION:1709.9.3 OF THEE WING,WALL OR FLOOR.ANCHORS.SHALL BE.LONG.ENOUGH TO REACH:THE MAIN:STRUCTURE BEHIND:: 5L+CH.PMLELS:.... '. -TLI2€td14 hlUR1i1NG LX1A£-BONE LABEt.•51•,NsL;E .PUCELI.FOR t1tETN OCERr1ttO,-.LASELJNG TO' PLY.-WRH SECT19eN�:S709S.2 OFiNE F7018CL1 BUILDING C06E. (.C'y TD JjWINC YXX10 FRAME BUILDING:SPRUCE PINE F1R-SO � A,VN�LICHNT on,a f m,SY/4E1.�.Y aE Tw 1D _ --- IRTFI (Gm-a36),vDu6lts-FIR- utH.(c o 46y DR...: �Prr' E rat fsLurs h+r,try stA'»"a�itt>ti. .:. SOUTHERN,PFt�./2'W/G;°.O,ss MIN. _' `�At.,F,4 A /AA t .`'FLQRIDA'BUILUfHd CODE:.(No1x acgN-;Velooky,Eurricano zena §/18' .fAPCON-Xl:,AtYCAiORS,AS MRMItFAC111P.ED,6Y tiW BUgDE%'.INC, 1� iT'", ��11�� ' �i -- a x ¢sECR dtC , _ ��(}' '�* Y'4(p*��+' oMMI en C t)MtHILLt1M EMSEDMENT.:OF TAPCON XL ANCHORS;WTD THE WOOD FRWE'uNif SHALL BE 2 1/4"T'ItY"LCu sj. 1HRFADID PENETRATION. caN5.wEFm AS PART OF THE FUMED EMBED101mr. �- �}". � �CU vote Haw ue .,£XP $6Utaj, tYesSpMrl�ttl .os/e/xom' :NO.`EMBEDMENT INTO FINISH MATEBNL SHALL,9E ._. DATE: C.$7.31€HiiMUM EWE.f.NSTANCE DJ OF TAPCON MiGNOR$:INTO.WOOD SHN:L BE 2.1/4•EDGE'DISTANCE IS ,,,p - '.. »Sri'^""" qy.q .�,i ,, .C y, �Iyria., 06a SU wNrtbttkly;TTER E�� ;,INC, 20-064 ..-. R£YCND ANY.FINISH MATERIAL. 'ST n p4R1 5t CUE£:-H..3411114 q o�� •.•d'�-�'+ V-moa tSY,CAwY-ccm • ORAWING N. , .. � .. _..:. � e7toxC(acaY vu-aam c P»3 4Tt-osa: C:.3)•€N USE THAT PRECAST STONE.PRECAST CONCRETE OR BPoCK PANI'AS VENEER OR PAVERS BE'FOUND ON $p�` < = L+ .'- ( THE DMHG WALL OR.FLOOR,ANCHORS SHALL.BE LONG.ENWGH.TO LEACH THE MAIN STRUCTURE BEH91D y 4r RICO .. xa1En A-m,.AT.w oC- ..SVCH.PANELS. ne uFor�> zst :. A6 #7 ii2 #3 am f w i:bbr .:_ 3:zc <is �s• ill. bnrale 3= — --.sr.. Q � " a� !. ±' _ ,�FgF11T{11FTiSFtftIIL,`• �:.fE1F 4tib �'ar _ i.- ` U �sS,' aTc `- ; aanxras3 aRmmrR } _-� :',( IS �; � : �. 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E2 �iJtl<U•UUTTt18E, x . .. a p ,. .. - aTtuyaaa'.k .�� 'GT1TitrTiU:�37�VAf.7'6bkYa'!� t xe `? _ _ / €{ETAttkt{tYS1 u°iE SCFtEtN.+�l$H1Pi& E7 8 i10OUTTUt3Fz - s•� . u�r , E}:-SipE:t4AtF. #.;:- •�E BUil.D-OUTTUBE ;.� uasraxub�uMaum' crossaba.iaewureucar.. �,: ., . -� - eOOYTG/LiBiYd[mlx6lOP•� '^ .-.�" -' - a3:J4,�{C?t?'T . :-IfAtWT7UiiiRCA'{l7 At.illl!�A fdHbilLii ^"'--- auaa _ `:: aoso'einuw'xc tunsecri serzra rneai ivw . _" -. .- F^� - -� xaoo• . GN1T KU1:�AT XW7 W1f:R8LY&' E��3? ,8L111.t3-CIUTeTUBE l � 1 f TORM BAR O TWPED ANGLE. �z'�x8 f�fU6l ION. G�1 �4X8 MUCUON utov 8'0 ti11 kP CR Ta VtxlAtNUk P1l0Y. 60bt-TfiJUWlNllttfld?Y7 &%t]IIA1.1F6+N1RAN 1pY` .. . bb63-%rtUR€I4tdaH,LOx 6r�J.Raaf' t .. - scue+r.r r itg;se.r arxfl;xa•r _ _ ISA 9i1k)F tf toBE"{ltcm T£€t'tir oe ty=Bart Cana 7.ore) �y yip TFSf�}tlttiyj NG K I vs %6aHarSPtsYeta oe/blxon, t, 6 oat. vAt>; .a,r,vcss,Ha a cn �c rapaurY EkFERT SIIlE� SERVICS'.'INC. NO 4i#; �ah :. „.� cbs w vrtmaoty uary COMPONENTS * �//�� wt �:�a� n` �� LU� f,AS6, . .p; -'� ( G-49Q67 4 �wwvY OidCT 7�4.•46YJ� trYl!b>+-cAiB fy`. .C/I'�TEI�F � 3a+G ur. au i �5 h - � .� StOF1i�dDGAF' f$ ! 1. ,e u8* (WK TOP).040 THE :. ' 3 U51NG( . •. `4 SPRfhG BRAtCET O; S SPR}NO_�Y 7 DERAEL(tVU-N.SE ON) S)DE RA(l.(GCiL R SECTION) ALkt+VtlFtt7Ad1,.:;1+4MER-SLAT ° . `ALUE9AtNI1MgtA't51-10 -: ,11 AL11C1R1[dlW�SEAT � MING BRACitl�BC)L.'�S B 16 SI"GER (MAINtTit?N)Ff1�S '17 - NG,tFRONi&BOlTt314t)FASTEtyERSk� F�0 � . ASSEM OGTAFIt7AXLEFAS?LR�S 20 F6 (7GTAGONALQRiVE_:t1�EN1 23 yt/ITFI,Ctt2NE5W�Ft` ANAt HE3 fND ' 24 OGTGO, 25 IDLEf{$fGKET WI: BCf END CAP-A EMSLY,'COMPC3NENTS ` ,... FLSRiy� �afi�vian �Y Zone) 0 fi.lfA wC t$ 5 � R:`►d 1taYlfr�g 1 rSyadgm . DAIC r i c. a 4A 6 �E MIN .EXPCrRf sNutrEW SEsR1►ECM rrE o xE xtLLdi<R50NO b ENN uxs s, m °w�n n as u 46R s r! wnet!e nmvE 20 06d Arw ran w tuo it,u"a �7 -.�� s aoocm wm ruses �u-wst.im S rn.ci ttnamn°ft -'ti;,` •+. _l'� �• `'�. .r4r' t iW.imU,u� uB'K,Ex nrwrw, nn a >�manw, we SHCET 3 o"x0 a Ib D "\+yF sK s�crt r��cl�ic.. . ... �fJlf117SSlitlStS!tk_,. sox x Y/r ::Box v/s K�ttw `�v/s � K� �_ ;®Y/6 & Y/7 (TYPEND CAP--= END ' : CAP (END CAR-- r r END CAP -- _ 'SLATS i' s rtt SLATS SLITS_ I SLATS ;y0LaTS -SLATS z W .._._ suYs 0/g Za, .. _.. � 0 ow O/8 /g• Y _ 0/8 k -—..: .w ,� (TYP- Ea. END) YP ✓:^ } _ 5f.,4T, stirs - _.. _C _r Ai - - (rya-) Bt0 rr/i 'o !/ :'/ �'...•/F/ �/ �y//f //f. ,�/r - Y ✓, i 'r ( SLATS ST-JRM EkR z:�1N✓ r/�f //� ... t�1Y/6 �& Y/7 3 .....,, •%..,,.,, .-,p».,,SEE 97f&9Ui4 SYAtsSPstt!T .. w - .. ... _ ar.SLAY SPAN t /� t�'Pis,'�lL-SINGLE L�NfT t�►AT10N'wl � RSA 't; -{i (s¢sa mnu ON$HEM ts) hOTE SEE SHEETS & 3 FOR COMPONENTS NCMEt TURF; rrTs. .. E `.. - 3 MPONENT�:NO CV+T'U Np7 SE 5 fFES..2 FOR CO MEN .... N.T.S. PROCFDE � L1R SLAT fiJ+SE t SkfE'FTER HEIGFiT'u'QLtA1,da't.E55 n+,5ri IV-0 AMIUCAME M IRS'TAUAM4 W)9- .. . SrOtLe+.ftws'w7-Slm'q WS 0 wJ sr6o 61!1+5,h.1dl+lS,pods_wt.-mi;mS Up (u)`L�YAkd'�mti 9F1tk'Yff;li %*n,AT ex X2,ft. :.1TGRpf Tf2,ri '$CWAY'DM, facet-SLAT d SVA I.CGf'MS71 Or-41t+ fkr(5).rtk$'3E'?NAT UAT' kWf ,f,PNAD09k fdkiA0V_ftdY-15lM{+E*W WAFi t kipW f SCAT SHALL Ee CORTNU`O iJt)T'L TOTAL`SNUTTER,imG41)S.cohtYYETEQ.•QUA14M&flNA1.sEaT t1UGiRfFG:'" .tySTnLiJCC'yr"iOa.E�T;'YfM 54aT�MAT`�StJiq:WLtIi,,TrtYitFTz'S if;c1.41'i"I,,. _ (ij.BLnTCNA SLt+'a�FSU3T Ik'."At,WAr9 iNSTFi.LEl;. .. .: .. . sat��2. SEttT{'£R tsEPGFN'.LAttt�R tiUFi 4t D ApPLICrtLTi,}:TU RST.�k,U+T((2H5 YV/Q 5'YdRgL .. _ hills Al.TS W/1 6YL'w/0 YLYwon,W/I.Ylcwj Lwcut?T)LNd t r_ D; � T{}Et1I1F1 _ F:Q7U6R'6N mi;COOE'(San 1114h Velocity Hurricane Zone) (a)CUTOAIrf SNl LL START W/$t 5:A'S AT TQP F6A6m$Y Az �3 T}fFREAiifTY'ALL ...•Q'ti -: T �� i=6 MMCo INC.. ... KX 9RAWn 9i: :THE WAY 0.. EACti SLAT'.%HAu.CMIAST 0,mv M,(51 SLks Br'rrIAT aAl S ��'rc.[y •. �' 'i 7P E� IE Si Y.P. ttLtarM PRCCEU0kt i+7R'kd01NA SiArS&Oe7MY:lR(!Et?6W Fk-s;A SFsl t:rfE �: �i = `:f g,M_ - . S •�:;,,„ ,�.. C� ° JSfiGftOtSXsieAa CGFITIT+k/FD..:7FiT� $ttl StAT.•'S tYa'rA[I.ED rltE*f tjtil SLAT IS rNSE#l.Et•.;hi)ClitOhAt po;- - ICw fir. /Q/2 C --�---� ,S.LeiS MUST°T usEr+ra:td>xs�,.ts€.T+E.aTAz srTaarett.r c?�T:., .Ntt:: �#16. r -"_'_. ,.x: ®INC. t EXPERT yL( y-� tpn(J.ne�.�+ °�oA;cp a 1TWt`S41INa'.@ E+ralryEEftiN6 COMPANY PERT SHUnE SERVICES'INC. . . � !zw> +um wr tz...,>t r o�rnx. .urea ells z 4" artrwus t1Ntv8 too c0rra�+ i Ar:sf3 tally P Ao fs mT lAkt ea... y � a�„. fswa s. - 6 STAn0� tr f- e m x o t�aeT r-tvr 20-064 ^.M1-9908)19 PN[pt;•MDY rir-eo 0 E •maz 29 N'a.'m e9AN9i9 lie r� m 4� FtLIMD' xxY¢a A Tiur f, � ' •� •uy.ISICStATUAE DATE TtF1:tRU tie.p aii6iL . .ae raw. .. 'fin F"� ;•:...; •' �j\�� / .._ SncR a W 2s 'S,, _0 — R .. . .. {�E s:NFnutF ,� 4 W 1 f 10 oR W 2f 11 0 pr' or ON SHEETS 24 25&Zo} �Qr Of a t i W=3/12 OR W-4/13 W 1/10 OR W-2/11 OR Max s oRM GAR SP/VZ 1# Vax MN110N SPACING K m REAR _ °- G or G or �" ' W 3/12 OR.W-4/13 $-BOX (SEE sL1+Em ON SHM 22) ,r — (sEE ,lc ; {� vfs '�OcTTR., , { O -. kt. a •- I i GN SFN.E`S 24 25&26) i BOX.r F iENI) CAP••.. _ .. �' .. . � : ••: �. �.. �: "` � � .., ' 1 is lI �� I t :,:.._.sa_.:.:....,:.�.�� - I SLATS s1• ;� i i gl; y t .I i. SlAT$ I, t 02. I `stA7s •. '; l i i i `SLATS SLATS 'SUITS SLATS ' ' - SEATS. z SLATS o o o Va. a 8: l I I sots SLATS07 SLATS ' 'R 8 I L G ;J y1 - f t. 1 1 61• g8 g �&i �s l R% I I R'fSLATSu i 1 i •--..�^-^— TS N /� ` } 11 1f r,..-_-x* .-:� [ j cr r. II^ ' D [ I 1 (T . END) I t _ I (TYP...Ea. R 8 i i sgiGATs SLATS t. or. i I. or rr _ . doll END gt I; D � c SLA .rYAYS e*%1r��:,+' !Py`'"%.��Y'..f'':;r� I/;"/` f,�: ^r ..=,yif% ,�f�.!' !y- '. x -- �,.- �r"�� f-. C' ! / %✓:. F:i G •� � -'� > - , AfA%STCRf+t BfR'.SPMYNG- v»••• »�.x - w-1/tEIQBW=2/t1QR., j ((tN 1[tO,oRW 2/1fG1T9 11 {SEE swEe1-az$ 3/12 V/9, 'W-3/12 oR W;4f 1 i CYO OR W 4f13 (T*) Max. SLAT SPAN Max SAT SPAN ,( MGx,S(Ai SPAN MnxCLAT�F 1fJ Max_ SLAT SCAN,_ ' ( M� SU4T SnADN; r (SEE-"SCHEDULES:ON .. .(SEE 5GHEtKiCE5�3N (SEE SCHEDULES.C?N C ,SGH£L�tJIES,�DN (SEE SCHED�Lk'F 9M!•� (,r-k'L SCfiEt.i4 :'ON '- SHEET]5} SHE£F" SHEET 15) .. - .;; '� $ErT{S�. SHEETS 15 k TYPICAL CONSECUTIVE SII�GL "t1NIT"ELEYATEONTYPICAL ONSECUTIVE SINGLE U ItC"€L€VA ION ` MULLION g "°5'okk BARS /=MULLIQId &_'W L S7f�ftM AI2S NOTE: SEE SHEETS 2'& 3 FOTZ G�}FONENTS NOMENCLATURE. Nk TE SEE SHEEJS 2 & 3 FOR COMPDAIENTS i PMENCcr1TgRE„ N.T.S. PPbtEDUR FOR �T IN�rA(!ATION GI A�SHiPTTEit;HEIGHT: * .,CASE I: SHUTTER HEIGHT EQUAL OR.LESS.71NATf it O Ai'1.NCAGLE;Lb"INi Trfih TIONS W/c si6r M . BARS.W/.STORK BARS.:OR W/STORM BARS 7k aSi1 67CTS /nFM,MS UP-TO b)CURTAIN SHALL START'W/fl, SLATS AT TOP,rotLOW7:Yt BV g2 �7s THERrAr.TER ALL THE WAY DOWN.'FACH"SUIT/'SHALL CONSIST.OF FIVE.(5)'SLATS Of tNAt l NUKI6ER. PROCEDURE FOR - AGDING SLATS DOWNWARD BELOW p'SLAT SHAD.BE�LUE UNTIL.TOTAL SH�HEIGHT IS ". COMPLETED:'QUANTITY:Or FOAL SLAT NUMBER'IN$T ._, BEFORE SOM SLAT B MAY"VARY WITH . _ ............. .,' SHUTTER'S HEIGHT. p. . (b)BOTTOM SLATQ9 MUST'BE ALWAYS INSTALLED. I}I�II� � � � (NGn Kgb''V►.totlty Surtieone 7gi19} 61a1G�flL7CC0 NC..._ 1i OR4WN BY: CASE 2.:SHUTTER HEIGHT LARGER.THAN 11 0 APPI.K:ASLE TO,:INS*yLAT10N W/o STORM BAR A1 ,f J��y - Mid��US M.v. MULLIONS-W/HEIGHTS LARGER THAN.11--0- _ �; 'y - $p]I�IglyCtart'Sp;s;st! �x oe/e/It (a)CURTAIN SKULL START'&/dl SLATS Ai'TOP, FOLLCWFD'BY. ? g THEREAFTER,ALL TJIIAY;-.: ICU „' ,:�,...,„-::.. _.. .. 'C a fitc. - DOWN.EACH.SLAT' SHALL CONSIST OF F'NE 5 SOTS. '',FSA.T SLAT'NUMBER.PROCEDURE ��L1� 7ttUT'TLSTtHV'q"EttaiNEERtttc COMPANY EXPERT'sSNUTiER'5€RY10E5 INC _ g (L A` - k99&xt az,mw m.wow t r_»taa 86{T S M:.iMd4YORE BR14E - Q-Q6A ADDING SLATS DOWNWARD BELOW g1 SLAT SHALL BE CoHTiNUE UM1TIL`.g10 SLAT IS INSTALLED ARr l' 3-ta r ;t i-fntr D .. g10 SLAT.IS INSTALLED.ADDITIONAL y10 SLATS LIUST BP LrSED 10 GOUPLETE T}NE TOFAL SH STAGE Ofi -mma,t37eco0aot.a— (M T� FA& yam,, oLuwata rw HE cHr. :,�R nn a{i tn�xa n°Lirc' ,r:c fL�.IM l;c.g.44f 67 ,:..n>w afiLEi 5 az6 ` 5£ALf5KiRATURE/oAii (ti) GOTTOM�SLAT Q MUST BE ALWAYS INSTALLED. ..::.-: .. ... _ ..:..'. �4i•,S..«_ .•r �... _ 5/16'C TAPCONS XL iY/— POUR g---5/76 6 TAPCONI XL W/2 1/4'Na'n: 1 U I /R'OR 2[Z Yt/8 ' Z 5 -0 TAP NBEDMENT t ENBEONF.NT h b:D.x0.O60'GALV. A..UNIh.7u TUBE J4•¢y O.D.xO.060U CAlVMiIZ�,,SEE1 / 1 aEO D I� STEEL W ER® 29"o.c. t C r W,��i 9.24"o.c. & 1'O.DxO 060 ALM. 5 /6"0.TAPCONS XL Wf.. SEEL WRSHER@24 oc 7 // r 2 1/�'Min. EMBEDuE'iT ----; 0 24' /t 44 POURED CONCtif.Yk',x POURED CONCRErt E `}g, a: a ty y i- y OR GROUT Ff1.10 OR GROUT FtLLEO if. t t7 £ ! CONCRETE 9L:A:K CONCRETE BLOCH 7 t� f i �i i. �� f r WALL,REQUIRED. WALL REQU"ZED. �`. -m.,. I " �! l f E0� _.--..,, E OE EDG / 1 I OPENING a ECPENi DGE�� , � � I o°` \ EXISTING EXISTING �' v 3w : EXSTING GLASS a y rtASS clASs_/'y (BEYOND) (BEYOND) ✓_ $ 1 (BEYOND) y - o s^ - fl 'mod L; = t! SEE ANCHOR y'. SEE ANCHOR SCHEDULES ON SCHEDULS ON g SEE'A}:CHd< „� € 1,�FJ;/ x SHEETS 16. f 7 a -' SNEus 16, 17 SCHEDULES ON ..t 58' 1B r, SHEETS. HEE S.16 17 .E a _. is Min. SEPARATION '� Min. SEPARATION Min. SEPARATION '� i d 1 d) -d TO CLASS it 1� a� TO GLASS * a TO GLASS .r ', f. (SE SO LW E5, — EkiEtgOR (SEE IcHENLES a, UM IOR (SEEE�i{muus -- . ON SHc"ET 15)� �("' ON SHEET 15) , '� 3) V'---'s`'�� I: I �! i I_ OE X jt . r • t 111 e POURED CQNCRET�" „, - ✓'' - OR TCfxff I.OR ROUT GROUT RILED - ' 8 GR011T.fi D s. : CGNCRE'E. L.OL`K ,„ !c, POURED CONCRETE WAIL REQuti?ER s t5 I. OR GROUT MLED CONCRETE BLOCK „;.-. WALL REOUIREP.EDGE O� t. w., r s jj ✓ OPENING �_�� ALUM. %:av AN E,W/ !/16 a tAPGQNS XL W/ ,.• S Q'c 7AFi.OHS'1t1 W/ ... 6 6 iAUCOfiR YY:W/:, yf .--(- 2 114'NI;n,,EMBE�rEN';.®24'o.c. „*�FOttRLO CU1iORETC�. / u r EtlB (r c n:}REQro. wsEOMENr ®24' FLOORPMONG IT RAPPE1 MOUNTING 7a`b 13Ukf[3 OUT MOt}NTtNG; .UVALL MUUN"NG SECTIONS.-,-Y� Y .. ROkOk eiI"ING CODE'(flan Blgh ViAacity Hurricane Zara) t rt`4t Nautilus ��j� } • oR►vm cr: . i R a utilus Y.P. INSTALLATION DETAILS- ON EXISTING POU ,.s�E � r ��1K CONCRETE C}R GROU FILLED CELL CONCRETE 4 ..s Q $7 -. MUT IMINu n.ewwu€EWIM c FANY 'EJEPERT'SE UTTER �E EC£S''INC. o�zE -'BLOCK.' =_� w..,� ppA, A 7� x�r n a=rw aaa&W.,WRtruwt GRrtE a0-0s4 ':. a+ pqp. `7fSd37-.t6X' la ibdiM1..13]S PORT:Sr.LUaL V..SAMA .. CC.' °"" " ,mol,.tLbAoolm aRlWWO Ne ��t SCALE 3/16'= 1" :-c'•, STA sit •u .< eT>u-+oa4,rut tyxz m-;n0a: S .. �etl7Cfi A,P.u1T a P.E. '�p0' �CAiOt' - r maa.� t4,57 mrry ;tt.C \`.O.F sEAL/IcrrATuRc/OATS f on u.eu sHEEr 6oT se Sft['D TAPOONS XL W/ .. y/1F6 TAPC04S,1[.W/ ., ". E%ILSTMO WOOD ... ... TRUSSES OR Rol"FR .. 11tUS9f5 PN'Itt(i�y�. . }8 tjT•M1 PENETRATION - c 2 1/2'.Min PENETRATICPt 1'tit lf/e•.OR 1/4 ia3/a;1iW BUI:DEII { 1f/[�•CR S /1'0r5/4'IIY1 D1AtDEX k S'O.O..O.080'C&V, z t'O.D.O.ODD,akm - tETt SC. W/ WSfiNO WOOD W . -TRUSS O WOOD ," �. W 2'i2•xl/8'—E 8 l 0 D RDAaO•GALVANIZED T 2 y�8�..�„t 'fiK`,ROCS W/ t' 'RUwEs OR'4'F1LR. STEEL ISNER O T4'an s"prU556 0.4 RA}'EEii' S�1..WASHER O 2a'n: ;ALU4WUM TUBE AILMN/4-tUDE 'l',O.D:r0A60'CILL.VA"DL•Ti' r.:° 37FIL tletaNER @ 24'o.a WASHER 6 24'ae 1:..: �,•- y ..^' .""ea t--ri't. .R,./',[„ -- r' -- j : s/16'6 - #l+.i � p"'.'J"."- ^^�:- "o S t,Ms TAPCONS 4t .✓" /�� _': V0 :1 (2) x4`OR /Ir."' .0 .:.4..� O.T4 i WLIOD HEADER --.'" 2 6'CONT (T) lla4 Oft ^�,.., „'. (2)2 ri OR F .. - WOAD IffADER .'.;." ,,..r J),2 g � .j'. REQUIRED REOUMM ��-!• "ti. 1 ( -f, .- ,�IB.tOEn W. � ! WOOD HFlDEp' : I• REQUIRED } N oPETaevc l� EDGE or 4 OPEN a - } .-tMJ 7Ti} OPENArO ;M. IIPy.N;NG� 4'i 11 ' OPEFDRII :z T . < ��:,�, �. 1 oDEXISTING, �wc t .): ;` y i aass. } Pxa�uec S i }, CLASS f G f,= e EG{7AOR _ (2)2'r47 OR (2 2•r6•. f .( :i2PbFAS10(7 Cy' 1 } q Ek7FR1?It $):Y�a OR i 't6r4•' "� i (2)Z%4R#t . U(•--«^.. tts,'CIASS' 4 . .6"-CR[X• k. 4 2•r5•CoN t $ SEVPOLASS STUD p DID .1, t La�-B -w F g) y q w. a wncu'sno r i ,,._ rn wxss• WDDD snm '` :, t '... y.:.. ,m.ouss ac,uax. at T0'mt, -ti } ,r S a' Eea" s O'r8•D`i.. �, I ry T:�.6'£sacnuTc.w IiFAIj[IED. µ." z v HE (SEE.SKEET AN r 'y �'^ " (t.F SNRET TO) (SEE SNOEN±EY R SCHEDULE 1 T TI 9 S'tYi�Rt170N ' W 'g b 2Dy ) 't a s EHEc3 at •o JJ § To dAss o "rt 4} { }} N t {"lEMEET rt (! cT -71 FMI 0/8 SO} 0)r,QR a 123'z s SCHEDULE. it f f ? ,TEu EDGE a corn.'aaoD q: DH s+(�r 21 tact ct +,;� 1 ext st cEr (( OPf11NO STUD O16 t a `4PFStENG .1 i d <.v. `'?: (SEE RED: i 1...•( .# `: T_ 'S {' -"'"--,� i 1 t E''AYCitORS T/T,A l/2'44.062' (sue s+fFfr 1 f -^ -;, :'),s :.i"sA'axi.D67°xL A' 1 st'.!GnD� - :``_EiCUM;k.W:NiElE 26} Q?i$HEET,21 r g t � �s/16's'TAPCONSiXO : t 'fl ,� '•.............. � �. .W/2 1/Zr,M., rErsearmN OR z1e-', >-'�l : ': nrraTl. 2•x4'OP.Vie'. .Z\P l "1yk111.typgl : 2}4.'GR 2•t6 i 11 NB(tL z d T rL"'oa 7� � ;? �It:'i'. #'.� 8x6n,7G.WOOD; � Dort;waDD. i qwr:WOOD s c xrt'+aduu } a t l` ggg:tart=xafn BOTTOM PLATE ' ( DECIf EOTT(Mf PLATE, •�' a >. :6i lk"k0.'70. ; ;lgtttQYPLAIE R, r I `D3SR,e Y�QIk. � ., .E ;-. rrW .S 1� .DECK OR, REQUIRED Y� - REQUIRED, �,,; r 'OCSYC 9&T ;.BEAD' .r"' S"CONCICc'FE SLNi p} {+!�W9?tT• .:-ta," n„s- - CCFL�TCw. - R4CEIBiHO '' < (SEE SHEET YO) -,"' 'REQtet2ED:. (SEE SHEV:20) Mt -"�:{ .."\✓ C i£.LA9 �'(SEE SE�EET 2ft) �'".`�•.�„ `y(RE �' 'y{ ,.•�', `' REQUIRED.- .. .•* r'.: V.;*"` i�:l�`N7cAq.t�, ��' �~ � � ....... IDPUO:f.F�' ED EE SHi ^r wm � WALL MOUNTINQ.. * - -.W LLMGiIlNTCN4'„ ' ��UILCWUT►a�0UNT1kC,',�. BItTt:I7•L)Ut M(3lJN1tQrM3 .;. EZIC}NS IN$lALLATtq DETAILS•:' ON ,EXISTIN3C" .iMC}QD'' �UILDIIid ..,> :FLGR€C)A$UMfJ)Fl1G�{+y4DyE�'t(}+�do�en�9�'Yelociti'BMm=n[Zwta) f g„ Ti?£CD hxC. i1<ci liili� t .� My. -I y�. �G�l• � / """D" '°,RonfR$aiLelfusasCkmi o4le/2om - 1 Cic: ` 8 - -EXF'ERY St�1l�T1ER�Stw1cm INC. DATs YR.UT''TL377N0•'Et6ckNlZR1NC GM4R�.Np i, ^k" tsss n#see.u[v ua gcurx .0 c8 1i6B'.G W.w'gTM64 ORIVE .. 20 Q6d. - a� ra�c tm7as i osw DRiMHO 0. .. ,�'t - •r.+r ..mono'•. ,�. .w..w Hunt..... .ur . 4�0 .c [4TFA ti nun vE' ' _ . � fi �LUR�L� '\ .:5FAL'f51GNaNNEIMTE .tt�oat tr p uxsr. .- - trr 2 SN r�rrrrlltrtreli�(it�tt4�t . .. - - .. ..,.._..uih.EA..,n,.._,_.......�. 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ORIENTATION; 2 WALL MOUNT ENp ULLION; ALL MOUNT END MULlJON, # WALL, UNT INTERIOR_-M !LION WOOED MOUNT INTERI R:"MUUJON �- -- INSTALLATIbN DETAILS INTO:MULLICdIVStG G1 :02 °�— . � twt;-9.1 ramz X6 STuDs 2x4Ox4'ORS (SEESHEET.20 _;*� ,,rr � € s3 2"x6" S'.UD$ ci xa ', f„' f OEf E7 2t}; 'k kLTERIN IVE"] TO trat, A. Oil _ Y (SEE SHEET 2[S). +� Sc)iEzku;. Pml lYWO 0— F t i/4:'"W 20x3f4 S S.:M:S: `.... s 2ii.' 40T IIAI:BE USED, ' SECTION,oo--o' tttNl MIN t 2 �.. � .�.„..' f FOR THIS COMt�ECTION' . P�YWOCO _._ ORIENTATION �... WALL MOUNT Ella lOR'AfULLMON` E©ORtf i) t . t/h m J'O.c. 1/2 7/4" a{{({�'tlljj}p - ._ `FLORIDA ElUfL ING-CODE'(hen-Ergh'VeicGlty Hwricons,Zone) La 1/8 EJtn (A;\_'� ��Yr�i •t.ZWO MTtO M. » C'+AION,aY: MSH MOUNT.(WALL), 9 --------- SECT _ S r.r t,. ..t ... 1 c 0, t!@k C: HaINng3bDlteaSgsfem I -- a asla/�ea No A47 ,.. EXPERT' SHUTTER •SERVICES,INC. pRiE IONS 0 —0 (PLAN} 1 .-� ,—...�._ R TRLS.T StiNF Q&'"�CNGINEEI'IlND C6NpAPSY li � toss rn Jam sc�.�wmvw oauza r[sub... een 5 w wRrtAtOR&!1'UvC (anion-tu4' 24—(SG4 INS , LLATION DETAILS INTO EXISTING:WOOD Bl1iL[ ! 5 ST,AT�OF ¢ � """ ` u«oo .�« waRr sr wcgE,ri uYsr a �B�_n• ,. ..—• • *.a-(+aCe719 ikCN,'owl 743-mt.rrAt.(7r]f mtt-8704- scu�a/+' t• CJ' t6 rr. wuTc�A.nu r �:pk.. a"Y. aw.n T" . $EhL/SIG}4ATU9Ef CA(E !llRh.�4 li:.8 I47E7.. r. rr-ra• R/mra • SNFLL 8 OF 36 .- �- +.1/2"Min,E D -- 3 -- 1/2`Min, E.D.TFOR 3/8"0 CALK-IN ANCHORS (4) 31WO CALK-IN ANCHORS OR Min. ED - 3 ?A .E wn, AR---+`--'FOR 1/4"6 SOLID-SET.ANCHORS C4) 1/4'0 SCL'O-SET ANCHORS OR a Afin,..EO.----h -FOR 3/8•/f(w6(BOLT R EXPAHStON A4CiM (4j g TA 3/6-0 KWK.-CON XEXPANSION SCr ' fIR ST�CNt+RS EAR CCI NECTI ---.--3 1/B'Mtn a D� = - 1/B'Min. E.O.—` FOR 5/16"0 TAPCON XL ANCHORS r;. 4 1 "e .=1 E 1'!&!E_210N SHEET 23 " I rEUGE OF SLAB 5/T6-0 TAPCONS KL•sP/ """'"""' -" EDGE 0 SV1B 2 1/4"Min. EMEIEOMF $OTiOM) IF APPL=LC I, .( € �"APPLIGtBI.E *- at'0.6..6 G6G CALV. / . �:. F - 1 POURED ONCR-ciE/ / /r/�/ ✓ l >fEEL WASHER® $< a.41 M a pG, r at%1f8 x0 5 (acfo-T6 ALLOY) I A '2 POURED CONCRETE- €-(10 3 Kai)5 min. 1 � - (fc-3 Ks)5 min. °� (Uf1114 tr t Lr f FA. SIDEUWIJ/JEX iEK THICK.REQUIRED g ' •-- -5/16'0.TAPCONS XL THICK REQUIRED '. I "x".._ CrtEWS T4i'SIOFN BAR P dr W/2 1/4"Min. \ _. _... EMBEDMENT g ` /•'/ /'.,3' .f (Tyr.:T6F',&ACl'{TOM) iI 1 S# € u GAILY- ) 1STEEL WASHER O SECTION S S 2a n.c it it HCkOR t" BOX I' Min. FOR WIND ZONE L 1-3 t DETf1ILAPl *:1/l'6--2 ON'3/$ 0 36 SCF'i 1 USED JOINTLY W! 2` Min. FOR b �T 6#; `TET'3 ON SHEET f4 FOR PECIAL N, �E z WIND 20NE--'•{ j •€ 2E?i2EAtMENT FCR S ZONES 1 THRU 3 3' ..". S ? 4 x 3/4,S:NJD SET Sf8 y f„ "CALK-IN ANCHORS a 0 ft444L.��...R WINO, - .. N� 1".Min FOR f! t�' RESPEC'ttVELY SftAl,1,6!t;,£@'t'•TCv^£o?,cR WA NRCHORa AT THE TIME WIND ZONE STQRM'BARS AR_E'RfMQvT13. �N 1-3 t It x {�f�n z u SEPARATION To ANCtsQTtS+ PTji z - MASS_ : 3 o n I �.V:,{ 5:i0tYM BAR t.'O!#tfECAOK 04 -;{�' 2"Min.FOR rt �" -,� SEE TABLE d-OSS;SHEET-23 1 CS£E 5CH pUEES ANC \ - / o WIND ZONE-'-.4 1 4 ..._._... - 9ElOND '(To!'TOP �c as rUM)' „ I, [ s j z (2 3/8 4.M. -IN ANCHORS OR 1 j4 5 SOL -SET ANCHORS OR Z NO w rX � � (; SS , J :)3/8 6:KWIK BOLT TZ EXPAN'ON A-Ctfl? OR �% SHEETS 75dc i(l) I g - •(?,)5/tfl•0 TAPC.Ott XL ANCHORS F i t 0ET6N0 EXIISSTING—ICLA >Et/L`xA'-'S; (6063-T6 ALLOY) EXISTING—`4 ALUMMUWAbk,'LE Ek SIDE W% G � �! St tIto! 1 _ (2}1/4 V-t /4'ITW ILCEX Tic . It, ( (TYP.m/wnpm);I ; s.f sC9PJa eaR(�K.9 ,�. i�ya-roP-:x EArrQM) a e :I S — S �' SECTttlNS1SSi A - POURED CONCRETE , MtNs EO F'4 OT .,w zaflx62"xfXLR AE.0(t'c-3 ksi 5'mn �) 1 0 r iS t(aE / sjt6•:-TArCOr;s At wjTHK:K REQUIRED -/6" APCUT XL WEA 1/4 Mn:-Ek-MME14T,0 24'..C.2 1/4,Min,EYEED .. . 0 24'0c. GE OF SIM Paumt;cw1I*7E ; : EDGE OF SLAB WALL MOUNTING EDGE. (1'i.3 wl ` IF APPLJ(A8L[ s'min.ncat m'0'a I f IF AP ICAGUE \ AIi - - FLORIDABU6�tN4.CADS Nan d;VObcl:y Aurrtcune Tana} ll FL 1 2"Mi ED. I..'a 1/2 Vill,E.D,--J—FOR 3/8.0 CALK-IN ANCHORS \\\�,` .... ,y _ ,. _ Y _. . / �, �' -. a Ra26 Y'LrECO wC. ; p ..mown of'. �3'Min.ED f!FOR i/a•x sDuu-all ANCHaRs ��t:•`'��CENSF 4uti tad,,.: �r. .. �-4'Min.£D „ 4 M'n;--,£.D:__...-t---fQR 3/8'0 Kh7IC fiQT.T T2E%PANS10i$AHCti8R5 rs fi; (. Rol/Ltrg36fstYetfiyaf3tq" 00/a/xaa 3 1f6" MJn, £.D. -»..,3 .•-«:_., 1/B"VIA..E_D.-•-€--FOR 5/16'm-TAPCQN XL ANC iO' No,44167 °fh� "",':,j ,.__,.� � w c,�®.�Me DATE' rrLur TE5TIn6 d cNGRERNO COMPANY' EXPERT SHUTTER SERVICES INC. —cc.M n.sacs! 450 6 w,a'rgmck Dfi1vE 20-064 -'nu 1.m7�rS••Mm Im:tsP 71-17sr I FLOOR TO CEILING!TRAPPE[T AND WALL MOUNTING:STORM BAR (K, _ o'•, STATE OF ' as n a„ar�„ PORT.sT Luc c,ra.3wtR DRAWING n, U.-DOD6719 p4w6 T'.�UM11 tl;449a F-k L110 apt-OM SECTIONS V % Or A jlaP r� — n . `.T ;— SChS:3/7d- 1' �irA FS'' ...... Gti,"�`\J5,'C. GFI,^i91SfCt1A?URrATE RCrtlnR tt.9 atE7 ....'.:: '.a(¢T 9 DI 21 1 !/)ttL+1111111114N1\� . Min.E:D.—..-----'- t-_'"'.---9"Min. cU_.:._.._.........._F.OR(1):3/4"0_0AK BOLT TZ EXPANSON g..:.'. .. _ .... _ ANCHOR'S MULLIONS S 0 END AND INTERIOR i� 1/2.--4 -3 -^-+ u„--1 1/2' O&40(ORIENT TION #t)AND ENO t MULLOR6(G A; (ORIENTAVON FOR 2 3f4.3 KWSK BOLT TZ ExPAaFSion 1: + €"""`t ..._—..•.Min, E;D —9'Mln. E:D:—.: _._ANCHM €NTEREOR MULUCN.. 4Ca}�. (omENTATGN#2): (i f>> I I. r(x"E`t`#'SE,Ag` rt 1 S£ .j.( EDGE OF MAW € � � 4» DaFMR. IF AP,PLh?6S,E t (6061-76 ALLOY) € Alum. ANGLE EA.SIDE W X �, �� ': Tf t 1C � `a. 3'X3 zt%2"xO-4.. I C / E.. (2)3/4 0 tl BOLTS j rrR-GiTk£D'CONCRETE p » -I�• .^€ (6061 T6 ALLOY) Alam. t ..Y_ TO MULLION(2& . ..� 1 1%Y. s 1 3, ANGLE EA, SIGE W/(e} (t)'..j4 s KyAK SOLT TZ., - " We 4 3 w Min.)" t 3/4 k'THOU BOLTS c-l(pAlJ6fQN ANCHOR I i/2•• $ A". THICK REO'D, � r 1 .... { ,' NUCLEON GI& (S} 3/4 o (� --t�.=-¢; W/ 6'Min, EMBEDMENT ---t- I s KW€K BOO'TZ EXRAWON T i'Ij2• t0 POURED CONCREi'E i-•--3 - -'--3`-----1 - t- Et Fl<ICHDO W/6'Min. - (Typ:TUp& BOTTOM,' - I EMEEOMENT TO POURED CONCRETE CryR-STOP.& 4 �(.. EXIS`W--li I' cuss Il T SECTION'X1 X1 1Nt ALTERNATIVE SECTION XI-XI W/.(G�* jNQ-$5 fNT_EjlQ_R,_��II,IdN); E INTERIOR U ION-11 Min. ( � W' ORIENTATION2 G OR G:t 4 .ORIENTATION 1) . x e .e P 3 x3■3!2 xq'-4" 2 �, 5 1 j/2 t i/2 1 i/2 ire 4 f (fi061 T6 ALLOTS l+d+.m;ANGLE EA, SIDE W/ (2)3/4b BOLTS 3" TO MULLKSN (ty s/410 Kiv€K eoLr�z G1 � 0/8 or Ql8 : I ® s ® EXPANSFOt&ANCHOR - } Cy ? ',1•y}; EM[iCOSiENT TO _: ^' POURED C{N#CRETE i t 1 R/_8'or II R/8 cr r .� {Try - , p i a~ �. . I 4 4fi1aR �r X1 - ? +l"d XX 7j2�-s (sass €�Ati �^aa xT/a'xe a (sniy'a T6 (TIP.TIP, rc t .. A A o ANME CA.Sim Vff S I )rrs_ st, / TF€rRU WULTS^TO MULLION - B IIl�'K.iGO T TZ E-3:P6N'WA - ESdBE&A Etti'iv ANw{C3t tVf rs tAtn €tB¢3utENT'F+ - `„x _�rJItF7 co tT.Yt?xTft''& *: R FT'E(rye,;TCP 6t3xFiJ2d) i SECTION X1 Xi.•W/(G TT 1 t OUREO COI(x�+EE'J£: ... _lad 'nYit lAIILLO �lk 1 '. s i i I iEN kT!(1N -.1� _ ALTEFiDTl1lES,SECTlC�N31-�C1;.VYl'l ::EOCE OF SLAB! ix r� ,p TS°`in Ci;StivR _ iX§xy .. .�mucAaLE'. AFFUMLE: t V¢ tl IEss�!'ATtt`� 2l .AN FOR3,j4 m}h"YI[k 6 .T'T2 EXPANSION - -- (�XP -tYT£RE6ra MULCIgN f..,. I:. 1 �nnllarrAT�lrl'. }- . sioE aa1L aa�a a(sx (gar srlartrt FOR cLafflr r' ,;,.,_.._._..::•Min:EIS ,m..,m.m ,.,,!,.,:..,.„.. G M,II E:Ii :$OA:t=)3sst`tA KTY6K E{t]S,t Itz EXPANs 1 ' ANCHO 5 ,ENG AN0 16ITF.f&OR "' .. 'fiLORIM t3UtL01NG C 0!~:.�Nvn Fi`uAh:�Vaiac�r:BUrtedsie Eons}. -G A (C}J E AVON Ii3 &. " 1 '*rig � O;�3o auecO ru. '�- + ...... I ND mu p0 :(i)ftENTAt \CEFJ� �{S' Ff a(>RTO CEIL�dt37 TFrAPPEB htQllNTINO httNl It1 lS tl7 C}R {i;. RoviugShsaKar�7g objs/tgzo scTrortst Pda.�441 r „ C O i�r . � ' : t E GFNEE YidHY---a—�'' +�w T m rro a rx wtc r.� E3CpEi21` F�U'R�.SERi►l ES�INC. - x:¢+.rv:x u x xp.ummw,ccvna sr-sa.0 43R 5w N'EIfAtW&6 pC1vE ( . END&INTERIOR TRAPPED{COUNTED MUGt.lgf+l INSTAL 4TION `:. STATE o f art�> �T � , �� as aca y5 wki'F.va nai t,9v vc. wa` )_ m)n;iar wa.!....cxaoE'Irra,.r+o. D� FtOR1D `��atjsGwtTusnATEi_Li r ....... u187 ax,ro•�. a m ' aaam Y+tfET 34,g zc ' `l�//I/t1/Nti3{ttttitE Min. E.D. Min. E.D. (a)ANCHORS _3�x3-x1/Z'x0'-a (--(SEE SCHEDULE 1 `*--' (SEE SCHEDULE L4i) ; I � ) -'(SEE SCHEDULE gt)-"� (6061-T6 ALLOY) ! i, OSeE 61N04U9©(INIERiGR)6e O(ElA&INTERIOR)iWPED MOUNTED NULEKAJS EDGE OF SLAU� ,EDGE OF SLAB ' hum.ANGLE EA. ` AN COVERED BY E lb FOR INST CASES -T SPAN SCH DULE AlLl1}pN 1,Is&DON SHEET IF APPLICABLE 1 I 7\ 1 1-..j ..� f THR w ( ..• a• _ / I t iF IF'PUCABIE t'—t s—�' / z) t/z"e. # 2s. �. •,N, �I ,� \t, �� I '.THRU BOLTS _.. (LAITTED LCUO,MULLION SPACING AND SPM 6VSTALLAMI . '��\:�tl "TO MONO. NJ I I SPLLIQIQI DBE 1, -.RFSL7ENTIAL AND CONNERCih APPLICATIONS V M 160,8 ! ( ::. .4.7(i RI(}f( p.a.t,WAXIMUM ASD,DMG1I PRESSURE RATING, n ! € ;I 3• - It 12'-0•YA WOU MULFION SPACING. ' i POURED CONCRETE 3"x3'xi 4'x0'-B' tI -I & c .1 (f'c 3 kei Min.), (6061-T6 ALLO�f---ti SEE SC4EDWS.@1 #2 MR ADDITIONAL.SPECS. "'" - il SEE SCHEDULE N1: hum.ANGLE EA. SIDE - G� 8' CrMOR T IfY•, E tb9T1RlCl1 OM Is-RE°AOFNRN.AND CCt+4ERCN1 APPLICATION W/384.8 psf. I ti W/ (2) 1/2.0 THRU ,.... rx -.-/ ( M%UTUY AS.O.DESIGN PRESSURE ROW,8'-0' .b BOLTS TO MULLION(G) N/WNUN NLR1tON SPACING. �,_,..,m6• •'."':b SEE SCHEDULES 11&#2 FOR ADDITIONAL SPECS w CLASS S ) ALTERNATIVE SECTION X1.41-Wt j* ' WDIMM OM It-COH>dM41-APPLICATION FOR ftMO pnf.WJM0.JTA AS.D. 1 /2• DESIGN FRESSURE:TOTING;8'-0'MAXIMUM NUUM ' INTERIOR MUWON ONLY W/ ORIENTATION.$ 2) ? s SCHEDULES;it a#2 FOR ADD=NAL SPACING.SEE SC EOLI MTn. :, 0 R G 1 - 1 t%z sPEcs. (2)ANCHORS-- ...._., .. _a a n 3'x3'xl/4 x0 8'. (SEE SCH(Iaa.E/2)�2•.` 2:`.E (6061-T6 ALLOY) I �7 ALTERNATIVE SECTION Xi-X1 W1 Alum.ANGLE EA, SIDE - - °i - 't YT/ (2) 1/2'0 THRU ��. S o BOLTS TO MULLION tp t r.' i 4"x8° INTERIOR AND END MULLION W _ORIENTATION # 1 4 SCHEDULE 4T1 N w GE Q/8 or _ _ Q/8 or I E%ifRSDA Z, R/8 or R/8 or EtI aiSTAulna' THICKNESS l ANCHOR TYPE!SIZE(m.Tor&surrau) U.N.ANCHOR 101STTAAKE FFOQ. p,n (a)ANCHORS—•� —� �E' REOro. EMBEDMENT ANCHOR �LI R'/8 R'%8 (SEE scH DUL1 11)•, /6•0 HILTI INC HUS-H.SCREW&�A}90 POWER,FASTEl4SSR WEDGE-SOL.T ANCHOR FORCD)&@(INTERIOR)HUILONS ,2 1/2' I. S 1/2' g U .: ;'� .. • "" 8.... * I { -It/2.0 Fffin KIC HUS-N &t/7'e POV*P FASTEUEA TY .. tWEDCE-DOLT ANCIfDR Tlxi (ENia&Iy[Q,T{ Yr ' AL Xi X1 W! G 5Y/omEHrAnow.pt ) Ems;; ' 6. ° X1 n I) f:1. P45,8" INTERIOR MULLION ONLY W% ORIENTATION }' n/z s.Hun INC cwR UDLv n:TAat�Frule tilUh90fi (TTP.TvF/TiOTTOM)L (hP,'EOP/(tOT�i�ou) .. ... IJtA.UORS W ORENTAT�N>j2)la` (€NO MLCUOII W/:. 2 1/2' 1 S 1/2' .II 4 _ ENTAIION//1).. - .. I ' P :' i � a•x3•xt/a•xO'-B' � 4 7/2-e H7Ln D�tars-t+ "@ 2•aT��'T+F,u?�a: (fi061-T6 At10Y)Alum. t E-BOLT ANCHOR I`GUt ti A /(CND 0!i kIIEJdO.If }• g• � ANGLE FA,-SIDE W/ 2)•\ �.. (. WON)W/ORIENTATIOM I,CTt+2 "`.:l :' t/2•e THP BOLTS TOi 4dUCL10N. /2T9 li9,nINC I(tAIT :IkLFG&. LMfEF3T#{3 .i I LUOIIS w OR&t.?A Re•.Y - 'T W 'it 3 1/4.. 7 1/2' /'" ..',/�fi/f .,��',, t / to ...•�A..' ! I r: RIENTATION BT). - _ I/EDGE OF SLAB `^. 1/2'+191.0 INC MU5 ri.d98.W Ua 16,P64TfR FASTf?SR ( ✓i / , I 1� TGt LNG" ` BOLL D FORR'& 6,9 EI1GE OF.SIABI Min, E.D. t" •f 6 Mira. E.D. �B APRLIC0.BLE `-'/ j.. I ' (, .. �6RkMAT 25, ass%OR.(f2„ ERNR 6 r�.B, 3• 6• IF APFUCABLE:`.....(SEE SCHEDULE#1)� 'J {5El SCHEDULE #1) I ANCHORS .- L ._ - ,'POLO m T:0'<CRETE SEE SCH ULE M!r j.._,.,1-111-111 EE'SCIIEOtn>•r• t:...; ' i ai4TALar4W ban'SLAS; - €mtN.ANCHOR Y6I m6E. CAST.^+ ;TNId1MLA5 ANCHOR TYPE Q UM(TTP TOP't.DT Dull I,.�g®CIS DISTANCE FOR ALTERNATIVE SEG'T"ON X1-X1 W! asao. ANCHOR FLOOR TO CEILING ITRAPPEDMOUNTING MLU LEONS i0OR ;t 1./alb,ri �• lr6 HILTI INC Htts-H Sam re 3/NYs anwEF FASTU?a:s 2 I/2 v 1l2• SECTIONSW-t 4"x 8' INTERIOR AND END-muLum ONLY Vl ORIENTATION #YE[GE BOLT ura+arc' - - ' FLOR7GR.Bt WWO CODE Wwi trSh.-Yelocity Ifunicarn Zone) TRA PED Mom)MULLION INSTALLATION APPLICABLE TO&IL,IM(TEDL OAD��lULLIC3tJ MULLIONS PAN AND MULLION SPACING 1�'```,� I NIA� c��m�� aLt�,IlI1S anA4rts�r: �� r NWK&U4 �t S " - - r RolllngS$TxttvrStat�tri oe/elsbas sciLE ;j _ lid td0,d 167 ram T .,csnNa&EdO0'9tW*'(;"CowPANr EXRER$ SHUTTER SERVICES,'INC. wTE ,, •k 6 d.:•¢ 66'S ,.wr 7wiu - . ,k. _ 41BA W AC Ne 20-064 ._ 2 i • e mo'�:Wu.044f.nnm PORT5T:t,rr$`i FL}asaa OWAWINC No • SIDE RAIL(D)kND BOX NOT x a; STATE wP _ cn coAer, ^ �toxt a-ws�.I.xi hrz sn-mm. j SHOWN FOR CLARITY g f ryp k WIVESA, f feiE �a��r SEAL/SIGNATURE/DATE A EDGE IF APPLICABLE DEPTHI ve Cont. ... .. . F77-7 '\7 ALUM.`TUB£(TOP & BOTTOM) W/ 1/4"az3 4'UW BWLM TEK SCRE'XS 21/4 •, s s/.6'a TjpGONS XL W/ 2 t/4" �� W/.1"O.Da0.060•GALVANIZED STEEL _ MIN E.D. 2 1ID� �* Mm EMBEDMENT 0 24 o.c. �^.' WASHER A 24 a.. Min.,E.D i i 1/2 -, EDGE IF APPLICABLE- - 1 i EDGE Ir APPLICABLE-% CONTINUOUS.PCURm 7" CONCRETE(f c=3 kci 8 Min. ?F'.ICK REO'D. 7 3/b'Min. E.D. _ - 1 !. T END CAP Wy, i?OURED CONCRETE �` so 7 3/4" L` {f'c =3 ksi Min.} POURED CONCRETE r. Min. E.D. rE0 EO - i ! 8" Min. THICK REQ D \ (f'c = 3 ks1 Min.) \ f 4"E7CIFRlQR e ^i• I \ 8 Min. THICK REQ O o r+ . e WWR ._ � R G Ol.t tv _.__... T1.. _._.. `�. ( 2• \: GOft a tGr)OR. G1 PT 7 3/4 Min E f} .. 2' or Q/9, or 7 3/4 Min E.t-� 2 - i:: aja" rcs R/8 Or n ( R/8 Or j.. ;`` \a•x4•x3/8•(6061-T6.AI.LOV) (6061-16 ALLOY _.�.__ c� R,. g � Ii I Re 8 Alum:ANGLE EA. SIDE, Alain.ANGLE FA:)SIDE. / EDGE IF APPUCABLE.� EDGE IF APPLICABLE . Min., I �o INSTALLED TRaPQEO:MAX.BE n SECTION X2 X2'Wf(O�:OR * ALTERNATIVE SECTION 3t2 X2.W/ GO OR�G�* �N n. M PER.SECTION R'-R ON SHEET S.j E�db__& 1L�L�RIOR U LL{O N� L�N.D.ENE I 1 A� ON I {44/C}I2IENiti itYN t� 11. -' e ri ATT / �t 4_T 1/text 7/2 x0.062'xCONT. ALUM, One Or- __ ._ ANGLE w 3I4� -,�. . . .�.--� 1—� / )/4"or.3/4 ITW aulevEX TEK'SCREWS ®' 24'o.c. TO TUdt,, 4.. 71, Ilt t/z (� — j„ _.._. • SIDE RAIL ip}NOT SHOWN FOR CLARITY {[ .._. I: �' GfhyCiEiE(f -3 id Mia) $ hbm TrITCK RE0. ( I. ® _. 3. ._.} . - 1 1CL - �M� : (tin:fi➢(80lTWt 's- i...i/2• (h➢.irn/amrou) X 5/4 \ a x4•x3/B'k0'-10"(60i34-T6 liL1..0Y):Alom.,Ant;L£ NiN ED EA.SIDE 4- K SOL TTZ BOLTS N NCFQA r ` FLOR6k BUll NG CODE.(Nan:frok YslocRy-Rurricanc lam) Fc{2} 3/4•® KYtlK BOLT TZ EXPANSION AMCF?OR aep \\ \, W/5•Min. EMBEDMENT TO POURED CONCREIE� .. WALL. P. TOPdc 607TOM}: Et { ✓� : o7WGr.Tq.tEC.a INC: oa/a(aam r a tilus; DRAWN BY: 7 E r'.APPucab�E •, er. WALL.MOUNTING:MULLIONSZ OR zG r. CO �Nc. `` Rvtirag53Qr8�rSyuem �� POURED CONCRETE WALL z (V .4418 ____.:] EXPERT;SHUTTER SER SECTION W 2 _*: trsnrec n kHm+ec xRc coMPAnY ��O SERVICES INC. �N�%. . '�" Li ss ni ecm w M•sa,wcm umaa,rt m+ee S9a ST. UM,fl I:311154 r tarns»-tart.rm:tau�n-kv: 20-064 T -In¢¢.lPFseeOad.cam P08f ST LaCL F'L SCIa{ afuMINC ke END&INTERIOR WALL MOUNTED MULLION INSTALLATION S•ATE ° 74 win far.m'Iff-also 'F�• I •WAl ft ITIL R�Jn P%. ay.m s ra met rf..n tsstwnc - SCALE::I/6'= t" '��/�hw, �(7 C11❑- r1'S��F,�,."JEAI./$IZif�ATLtRE{SnTE ' I FLgF M 0l (44192 r rt3 P1r.. .�..�... SHUT 17 or za 4 �r��rtl4ltip4161(�tF�t�� , . `t...1/4°0x3/4"nV/.BUILDEX TEK SCREWS EDGE IF APPLICABLE-\ - . EDGE IF AP UCABLL-� kMULUOti C£fiirlxl/8 Cenl W/ 1"'O.D.x0.060"GALVANIZED STEEL j • � \ :ALUM T1i13E (TOP.4,BOTTOM) W/ WASHER 0 24°ox. - 3"'.`X 4•�• 2 1/2 \ '5/16 m'TAPCONS%t,IV/."2-1/4 EDGE !F APPLICABLE 7 1/2' Min. E.D: 7.t'/7- Min..E.D \ Min EkBEO41EN, ai 2! ar f- - - 2"�* 2 N — MIN i E.D. 1. \ ,,. _ . ... 7 1/2"Min E D '(...."....._`. - i { 2 : __— .y�„-••r POURED CONCRETE POURED CONCRETE I j (f'c - 3 ksi M n} 3 1'2 16" Min.'THICKNESS {j / 6"CMin. THICKNESS— ,tk I q•p((�DR RERD. `�, 'EXTERIOR I• q ItGAOR CONTINUOIJIS w 7 1/2". CONCRETE t�c�-U3�Kn. \ o,4._E.•..•.,,..,a. ! .. END CAP 7 1 2°Min. E.G.W"_--- 2�: rc� 71f2.,Min. E.C. Min. E.O: \ ! / 6 }.fin. THICRvE55; �a I z t I<CO D :3...' — -- .. d Y4 41 `a °4. o .„ fi061 .TS.II;OY t 4 x4 ( 17 T . GOR'061 ( - ) T Alum.%ANGLE LA. SIDE.. \ EDGE IF APPLICABLE Alu 'P�'GY.`EA. SIDE. FLOE IF APPLICAeLE� ALTERNATIVE SECTION X2 7(Z W!165)'0R GG- ALTERNATIVE SECTION X2-X2,Wl I* o n INTE IROR MULLLQJ :'. LEL4D AJNTERIQR.MULLIONS d ® (y,+. ORIENT:ARON ' 24 ` ORIENTATION k1 i Q/8"or i Q/8 or'; R 8 Or T ! (4 x6"or k x8} � I f R/8 or ; z R $ Q"SEE,lk"lmumcc)(INTERIOR) &.G7 (END -& INTERIOR) WALL ow T ,1: - -€ M6U6ftEG ULLIONS SPAN COVERED BY'SCHEDULl EX1STIdC ;�Mn ( {VtALt. MOUNTbOYOWV Mill: JN5TALLATj0�7 CASES I' &.II' ON. SHEET 25 p ^',D)ffC AL50 INSTALLED TTTAPPEgr.. MOUNTED PLf:i CTi0t4 R"-f?' (lTMPCED LOAD ;Fll1k110N'SPAGING AND SPAN INST4lLA{IL1N}r`, a ON SHEET 8 \ \2 f�2'�� t [t iAIIATIaPf C15E=L' RESIDENTIAL AND COMMEklk. 1 2'1 x 1 1 f 2 xff fl6MC ONT Utri Mn..E.D .... 1 ,n 7 1/2" ._ , ANGLF W i 4°Pfe 4"•1-4`t„ _ ,APPLICATIONS {+11TH z6¢8 ps t, I. MAXi4tUli A S.D. DESIGN FREssURG MIN. RATING,+1�5 RATING 12'=0" MAXIMUt1 i+u i(6N ;SPACING. VALID FOR CON€t9TfOy TQ Z •CONCRETE W/ Ffin IN G HUS--H OR { -; ! ! ENE w: RS WE ® POWER. FAST DG BO T s i%2" r ANCHORS fn X2 INSTALUSftCN CASE II' CCIMMERCIAL AFPLtCATION VDR 'tiD0.0 TYP: /sonw) ''�- 1/4 �' ". €,' " ...-'.. . !ttp rq`lgOtit$11. : p S.1.:dM IMUM A`�D,.•DE51GN PRESSURE RATING 8=47" . vAXImum AIUL�OM SWAGING. VAUD FOR :CONNECTION TO 7 1/2" COQT1Nli CONCRETE Gil HILTI:INC:,kWlK 60LT TZ ANCHORS, MIN. E.D. CONCRETE(CC m 3Y» fJ!`•.-'-'E13 P.A. 534E W/(2)•1/2"o 7F1kt1.BOLTS`.TO,fdtl[1.EClM': .... .._. ' \Mm) 6"M'�n..,THCX E.Si,w: '- h t2) 1/2"o.k"'BDLT TZ EXPANSION ANCHQR, - ... vcEq'G._ :"' ^'.. Vtf 3 I/d'Mn 6MBEDME"rt•TO i/gt1kED CONCRETE I■ slaE RaPI(1NOT. sNOt'lN FOR.CLARITr. . . YtAL L (114''TOf 3c'BOTTOM). T (!1 ^ EO'..E IF APPLICA3LE•'`.. r^-10 �`��` � ff-; _ FLORID►,@U0.�NB CODE,{Ncn High.Val6aity HurNeane Zone) WALL.MOUNTING-MULL10FiS iGR. 1) .Yt-� `C : xco m.POUREDGd GRETEWAL ■I sLCT►FJN W-z unaww�, a.o. )t9447.67 — l 1[9rr® R9itMm95b>7nasSps�ii.; va/e/xio �r m QEND&INTERIOR WALL MOUNTED MULLION:INSTALLATION �� / � : ,4LI�T,�nK�«,N--0 COMP Y EXPI_�T sHurrex:s��vEc€s INC. a' STAT"A: ii '� 1.0 : A" .: � ;u■ caa sN 4 kgwoea OVA 20-064 APPLICABLE TO A LIMITED LOAD MUL•LION�SPAN.AND MULLION SPACING w L' bms ;�w f _ ^ ^��, �°;�;°m POW `�"` `L 34984 VIA SCALE.lfB° "t'F �y�it,O/ tC, "� �,PE .SEAL/SGrATURE/E}tTE' � %d 15i � F�w.aO: ateraswrc, n xe rvrou3: es71 ram i7t __ 'OR(i 3 S"d KYAK BOLT EXPANSION. r.....___•---;�'Min. E_D.-._......_�_,.._.._...�3_.Min. E.D.�.......�....... ) / ;v..2 ANCHOR'S 0 END MULLION 3"0"x1/2"x0'-4-" --( • (QRIENTA1V011S$i k #2). (6061-T6 ALLOY)Nurn. 1 J yt i - ANGLE FA SIDE W (2) I ... I 1 FOR'(2) 3/4'd KWIK BOLT TZ E,SPANSION 3/4"0 THRU-BOLTS TO ___:-!' t = - ~/ s-Min. E.D.--_.......� �.._�,.9' Min. E.D:__..._ IV €-.....__..._.. , AMC110RS g INTERIOR MULLIONMULLION: (1) 1 1'2" i (OFBENTAT{tkt 12), KWIK BOL•TZ EXPANSION ANCHOR W/B°Min. j 1 o sLAB ` EccE Q :dA13 I € If iFr"I.1C%!F ! t I i tI t?i t 6'ApF`iCk�LEEMBEDMETJI''fG POURED CONCRETE(Typ. TOP & j �" lx // ;/t , ,ly✓ e , /r /, EXTERIOR POURED CONCRETE,{ , L [ (fc = 3 ka.Min.) u 8"Win.THICK REO'D. It �^^,,�� if .. �..�� itGLASS u r° SECTION.X3-X3 W121 E"II Mii,. " EXTERIOR a '_ BiTA?IvN —4„ c m n , n p N 0/8 .._.. _.. / -LL MEWR I EXTER�R n F rd It (1\Y,1Cr'/BOTTOM}�1 (1Tp.TfF/fY,rF:(Ya) x6 •/a xQ T (6D$I TG Atity't) _ -r 34 xf/2 tb 7 +60bt Ta AL3.tR`}. xvrni kiaS E4 5D¢:df MUM BOLTS TO'IM4J+ �?d IF.SY!} ,fk" R LSL..y,y'kY c kw ' POURED CONCRETE � (1) 3100 IMI1i 8OLT c ANS16>7., f2} a/'4 u�41Yq'' WL2 12`,t:Y.PAtM10N. I u 1 3• / Tc c 3 ksi Min:) A1SC1N4.tt 4v/'6-Min.-FME4SD?01t,7r tG. 10 8 Min. THICK REO'D. KUPED CON[RUE (ii'a TOP $' 'C£tR£D:CGCdt"RE a>ttyP 0="3 / l x ✓r Ir u �I N.I MUI IQN CiCd �I C' MU[.1.1M�tfi1L.1� i ' /✓/../. tX� E7GE OF 2F.w; ', ,: , I Eu..E rf StaET -ALTERNA I IVE•SECTIONS X3-Xi.Wf F At'PLicrrfssEl. ..'Ir APF-J .: ,-nTIQN 1 2) r t. .; I FOR(2) 3/4"y KWIK BOLT TZ ExPANS10N ..3"Min. E.D. "Mn EX, ANCHORS 41 INTIMOR MULLION j (ORIEN AT10N El2). C1AA�IIdyIC .hNO BOX NOT SHOWN FOR I,' _...—..9' 'din. E.D._...._ -_.._...�..._...._.__..__:3'Mia. E.D. .:_...._�.._.. _. .... ..............__—_.—_._._..._...._..1 FCC(I) 39 E K�'M LIONBOLT \� H�fS�.iNNf„/�., FLORIDA DUUING=E on.HI n.vdioc' Runicarle Zmo ANCHORS � END MULLION [� ('� � �+y ) (GRI:NTATIONS dt & ��, c�zc sYm�n wc. - veAwn ar: �:' \E EGis lY a� ', W.P. FLOOR TO CEILING/TRAPPED MOUNTING'MULLEdN .�21 .-� x �'°��'� myaFi s�atx«asyTnm. os/e/zoio Nf�. 41fi � € g�rrE SECTION W-3 - ;" "� EXPERT SHUTTER SERVICES INC. UmmENWO COMPANY T G ' m. rush z ;, >„ saz, w an!Ttiaac oucvc 20-06€ END&INTERIOR TRAPPED MOUNTED MULLION INSTALLATION ` �9�•. F� `yF at%� G.-m lrl `^^ 391 T !LA FL 349$4 GRnwiN0 +'w3+C€aw}.T��sx rwe:-rxy at+-aiw i iSbLi["A.,nL.T ti'.E. J m a a;zns+e. OF`,�'•.•.•.... G,;3��.E�"rA:./"kras,Tt3s7r":flbaTE rszaaa.l� i ur5't suat'12 cf 25 /// S!4 F• ��\� tflllfkkllil111t , a SEE MAXIMUM®(INTERIOR) TRAPPED MOUNTED MUWONS SPAN I _ M n E D Min. E.D. I EDGE OFSLAEI (sEt sC1CDUL[p;,r '•1+- I`"1SEE'SCHEDUL B7)—I ,sLAe COVERED 8Y SCHEDULE lb' FOR INSTALLATION CASES I',,to & II , T ( , 9 ON SHEET 25. hP� E 4` t t I ° max EE ry (LIMITED LOAD,. MULLION SPACING AND SPAN iNSTALLAiION); INsrALLAMW CASE:I. — RESIDENTIAL AND COMMERCIAL APPLICATIONS . 6 . MAXIMUM A.S: _. i, WITH ± 0.8 pas.f. D. DESIGN PRESSURE RATING; 12'-0' MAXIMUM POURED CONCRETE ,(6061-T6 ALLOY) SPACING.,. i MULLION NG., d r - S v m E LE J AGtm.ANGLE EA RIDE SEE SCHEDULE .1 FOR ADDITIONAL SPECS. SEE SCHEDULE Bt:. Boa o (2) t/a'o THRU � - i b + BOLTS TO MULUDtJ (NS7ALt 416 M CASE In — RESIDENTIAL AND:COMMERCIAL.APPLICATION xSTNC d Fo z OCIE1itOR W/ t60.& p.s.f. MAXIMUM A.S.D. DESIGN PRESSURE RATING; 8'-0"MAXIMUM MULLIONSPACING. 13}— SEE SCHEDULE #1 FOR AODITIONAL SPEC5. rt �I _ _..'x ' INSKATION CASE II — COMMERCIAL APPLICATION FOR t100:0 p.s.f a) : MAXIMUM A S D. DESIGN'PRESSURE RATING, d —: r 8 0 MAXIMUM MULLION SPACING. SEE AHC.HORS scHEou1E i1) _... SCHEDULE 1 FOR ADDMQNAL SPECS .�_... iF o t i `e _ � ALTEkNATNE SECbQN X3-X3 W!Q• r ,g �'fg fW/ ORIENTATION 21 SCHEDULE #1 (2 x7 INTERIOR tdUWCN.ONLY) - - - • . tS "MIN.SLAB" - MIN. EDGE INSTALLATION THECKNESS ANCNOR TYPE.& sl2E..MIN.'ANCHOR:pIMft FOR CASES (TYP TOP k BOTTOM) EMBEDMENT,, rt I' s SIDE RAIL D AND.BOX NOT SHOWN REC ANCHOR 4 .., FWE NtOAN'C NUS H� ,,_.FOR CIARITY.X3 F `. tiu n 111E tnnls:. r to s1/z Ir T<tz r POURED CONCRETE. 7 1/2(f'c a.J kei MIN.). T7K,S^HEUU EDGE aF SLAB { I E1JGE,OF SLAB - IF APPUMLEI :JIF;APPUCl91..E. I( 'Min; E:D. Min: D: "(SEE E.SCHE6ULE BI (SEE SCHEDULE'B1y— FLOORSO CEILINalTRAPPED MOUNTING.:MULLIONS G31; SECTION W-3 It111I111�(t .. .:..F'1fRRp}A 9f11tB�I�NgCy(c.000£.(Non FII9K'4oMcity:liumicona Zone) OR.tVN BY-. \ CEN SF • ... 1EatttagS6¢tttrSY# oelB/ 0 WERIOR TRAPPED MOUNTED MULLION INSTALLATION :' =° "--''— ?` E C �� : DAM ND.4416 utJr ttsnna a ctmn7.cRtuo aaert•Anr PERT'SNU 'SERWICES`INC. APPLICABLE TO.A LIMITED LOAD,MULLION SPAN AND MULLION SPACING IN1'A�:LATIOiS' 1t ' '" T �='i " "`lt- 1, "° '' " "$ ° � zo—osa fiORf g}.WCf;(t.NSW Op1A9FC Na •Sl "�'STATE •. OF �. G-C7067t9 �• � dv y 1WL1F.9 et tltLtt dr P.t;. 'ter.r rxarxp_ s4T rr..u. .onevns. -ouc F�DtjIO� •��Crt[�. SEA1jStGllA URE/DAIV. i1l�alet-r.;e/u e7 �r.do. 9REEr tlA tr77E iilp .04AL w"aQ`< EDGE.,IF OPLK:ABLE-�; . . .,.:y .F�xyt LLIOY GET7FIxt/8 „Cont. `y ;ALJFA,TULSj(TOP•&SOTTC)d) W/ f_.i/*'ox3/4•'ITW BUILCEX TEK 5CRM' '\" \` \ \^\\ N, �5/1640 rAPCOS kL:W/2'-1/4" W/ t'O:D.xD.060'GALvnN£zt•'D:STEEL s _ 2 1/6' \N 3Mtn'EMOE.OMCNf SP,''2d q;,, WASHER 024"o.a ED MIN...EA.. ^—�� I JW t � 7 EDGE IF APPLICABLE 2 \ G CONTINUOUS POURED a 2 ' NRT to 7 coE n ... 8'Min,Ta1CK REO,'D, POURED CONCRETE ��; _ ,P �.3 Ksi Min. f e" Min. THICK REO U "�A .€ " EXiE%QR FND CAP � 4 w 7 3/4 NOTCH WEB—_ ,„ )„. -� 2' 4E. Min..E,D: EU, EO"Y.- � .._....... .G (TYP TOP/BOTTOM)�,• € �,, _ n E.D t a xa x3/a'(snst T6 ALLOY), y, tt'MEn. `Alum:ANGLE EA SIDE. m° n n z,N. n e (WALL MOUNTED SHOWN MA`!6E —=�i ff v ExlsnNc ° �,=(0 F•RGSd INSTALLED TRAPPED MOUNTED: w� E SS L ..- EDGE,If APPL"IWLE cK w ftR SECTION,0'-0' ON SHEET 8.) � d R SECTION.X444 WV N� t J-40,4 INTERIOR MULLION n NTATkt�[v A jJ` V/g m W _ E D r 1/2"xT 't f2 XO.062'.CONT. AW + stt3E kAfL(p}NOT S4 SWN FaR CLAidlTY ;. a 7`3/4' - � �� ANGLE W/. 1/4"6x3/4" ITW.BUtk.(+EX _- sI MIN.ED ` •� I) i TE[K SCREWS- 24"a.a TO TUT3C,,, t 1/2^ 7E• CONINUOUS POURED-- \� 1 CONCREIE(f c 3 W Km) i 6 Win..TWCK REOb. (eta.nsteorau) ( t .tJ2" � t/2 Pp-TOPw1cw) MIN. D ,� I EO 4 x4 x3/8 x0 10(6D61 76 ALLOY j Alum Ar LE I tit t _ , r t EA. SIDE W/(2) 3/d'¢:7FIFt4J FiDCT5 TO MULLio / /��.. �( DE,_ "tan BipMSd{Coily Hurr6oane 7,orsc} 3/4'd KWX WLT TZ V<PANSfDN ANC 1V 5" Min. EMBEDMENT TO POURED COC.R �G� v5y-'� Cb YQ?rT t%T4^G H£C EDGE'IF.'APPUCADLE:"� WALL MQU• -'lYA1l.(TYP:TOP k,BOtfUMj. nY V tf)tC"n Nautilus, M.o. NTtttt3:TRUE!ION (S4.4( 7 _ £TLM t ?LnttesS £ ae/s/;cr� POUREP]. QNCRETE' A 4 yk -- — rcur csnr No�£ c xceRl+uc cauPa�rr PERT'SHMER SERMES NC. °. -DATE_ .. SECTION W=4 :p: • ¢ soars:amn �..aaA. rxc�c 's.n,Firm .y .5.ffi aWR,ta96£ttfiYG 20-064 fcm END&INTERIOR WALL MOUNTED MULLION INSTALLATION 'E,;��c� � `SF �sI�AT , ,�' �r °�— +� £�.a: o EDGE iF APPLICASLE- EOOE IF APPLICABLE 2"jiMW tON D.q,"z1/$y Cont.. �< ALu lvae(Top&E07tOM) vrj .. /464/4"RtY 61NGALV,4 $STEEL, Min. E TRPC043&xk Yid 2 7/4 ,nf. lhf 7 0:6,z0<C&3'Cn1LYTiN1 0 b'TEEC�.. Min. Elf�DL1ENF 24 o.c WASHER®24"at. 4.3/B"Min. E.D. MIN E.D. _ 4': .._.� , CCNEINtkX15 POURED NN t< CCNCIkEtE(f'c=3 FW fEn.) 21, 3 1/2" f 8"Min. WKNESS { D� _.. R£Q� MWR D Min3ZI ED.` s' ttt END CAP 4 3/8 Min.E.U. R , � CONTWUOUS POURED I I I \ CONCRETE(1'a=3 kW mm) 8',Lin..THICKNESS Fm REM). EDGE IF APPUCABLE 9 , :,!; SECTION X444W1 #�. r� :,(WALL.MOUNTED SHOWN. MAY LL N { Ltd eE ALSO INSTALLED TRAPPED ; ORIENjALION•t tDasTmc I€. J. _. . cin55 �.. --MOUNTED PER'SECTION 0'-�O.' (zx7�} Q u, - ON SHEET" o f Of117�OR 4�££ MACtMS1A9 Q flNTERtt1R) WALt'V0lAftED MULL(Qpt SP CC} REDY-"a�NERLII€ 2E` FOR INSTALLATI(3Na M` & i - tt"'ii1N 51l"E 3 fLPub7ED LbitO,. MULLION5IaACJhfdCL Q ��SCAN INSTbL{AT10N).• ' I CU Cldf 111tiTpilmca C?a5E I - RESIDEN11AL AND M9dER hft EU t 1 tip"x1 t j2"xL?.082"r,CONT ALUM t APPLICATIONS WITH t6Lt 3, d 4 3/8 ---- _ -! y4p106E Wj 1/4'@x3j4'tTtaDttD£k t MMIMUM A S D, DESK P-, "mP ,.,.,MtW Eo.._:,,, r. TEr1 SCftEt4S ,2a 94 TOCPGI?E :.: , ' INC, 12'•-0".MAXIMiJM Ls(flN I Cv1T SPACING. VALID FOR CONNEC71 I(l T' CONCRETE Wj'HILTI INC HIUS=l OR x J XA WE POWER FASTENERS QCE BOLT ptv,taaleaTmu)3 i/2' M.TW 010w) 'ANCHORS. i ' It TfitlFtfif t C�l, COMb1ERCIAL APPLICAT1' t"{fR iit7tl 0 !t _I fgx149U1i A S.b.=DE5[GN PRESSURE FATINO,�$`-D 4 3/8" (2) f,&3s'6Wr AsuT tz EXPFd570N ANC}tOR. M01AUM MUL66 $pAgm. VALID`FOR CON,'EGTtON toi MIN E.o.: uJ z .Mfr�.xarN 3o POURED caNcrx C3t$C# T E 1Y1 NI1 TI IfiiC:FriYiK BOLT TZ ANCHORS; WAU Crams:T do;ttoTtuM}. EDGE IF MpuCABIE,.,` CoNatNUDUS;pYA/R(3f I* 51DE RAIL MOT 5NUNtN FOR CLARITY 3 id t Ilt T m. ,_ �._ S"l h4n SF{K.kl 'c REO E). ��i �Jv�t �� Rt1RiDt B{ItLbINC COI}£{Nac Bttlh Yefoaty W rr4gana Zone) _ WALL tNOUNT r MULU6 (a3F` .� ,P o�wa rnarca n+c: POURED JI` 5�• 'Edly� 'S3 opAAult er: CIRl E iNALL. w. SEGTtON'W-� 4 y () INC INTERIOR WALL MOUNTED MULLION iNSTALLATION - - nLur tcxsersa&rnamtewNa co�erwr EXPERT SHUTTER SERVICES INC. a n.+k.,bn n ru azu,msra.cumus,n.u,ee foe!.W.WMRWSRf DlIW STATE eJ �a«a ' rrnrr sT Wm fL s4aea. ZO-0 s APPLICABLE TO A LIMITED LOAD MULLION'SPAN AND MULLION SPACING IN 'l4GX �`�a a rau.'tso7 sus-vacs, m#-ortao SCALE.t f8 't•. - ^i. "*' .,• \ k- otk-.0,1.atr P.E. ,maMn ux: m,a un �irr �t7ldA1>� ��.PE, �epL/snNArUxc/tzuE. £taaa t d 4+ts� .o:o. suxcrlsr,arsa �a TYPICAL MANDATORY PROCEDURE FOR VERIFYING PRODUCT CODE COMPLIANCE RELATED TO ITS INSTALLATION INTO EXISTING POURED CONCRETE OR GROUT FILLED CELL CONCRETE BLOCK STRUCTURES STEP 1:013TAIN JOB SITE'S A.S.D.DESIGN PRESSURE RATING(P.s.T.)FOR THE OPENING AND DESIRED SLAT PROCEDURE 44:IF MULLIONS ARE USED BUT W10 STORM BARS SPAN'L"(It)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 (Ia, Ib & IV) THRU IC ON SHEET 15 TO DETERMINE,BASED ON AN Ire BE BASED ON CHART Ic ON SHEET 15..IT SHALL BE MEASURED FROM BACK SLAT SLIP(in),ANCHOR TYPE AT SIDE RAILS;A.S.D.DESIGN PRESSURE RATING(p.s.L);THE. OF SLATS TO GLASS.. REQUIRED MAX SLAT SPAN"L"R. 2.ENTER SCHEDULES to THRU 20 ON SHEETS 24,25&26 W!AS.D,DESIGN LOAD;MAXIMUM MULLION THE FOLLOWING INFORMATION IS PROVIDED AT CHARTS I THRU IC TO PROCEED WITH SPACING(MAX.,1Z,&OR 7),AND DETERMINE MAXIMUM MyILL10N SPAN(HEIGHT)W(ALLOWABLE ER PRODUCT INSTALLATION VERIFICATION: INTERPOLATION IN BETWEEN SPACINGS FORA GIVEN((G Al,0 MULLION TYPE& MULLION ORIENTATION. • ENTER A.S.D.DESIGN PRESSURE RATING:SEE STEP(1)ABOVE: 3.SEE SHEETS 10,iOA,11,11A,12,12A,13&13A FOR REQUIRED MULLION CONNECTION DETAILS AT • FOR A SPECIFIC PRODUCT MOUNTING INSTALLATION TYPE,INCLUDING'ANCHOR TYPE,THE CONCRETE FOR R A GIVEN MULLION LING(TR P ED},O&W�tLL MOUNTINGS OF MULLIONS INTO FOLLOWING DEFINITION FOR SLAT SPAN SHALL BE CONSIDERED: ? LMuc THIS IS THE MAXIMUM ALLOWABLE SLAT SPAN FOR WHICH A GVEN 1/2'SLAT SLIP MAY BE PR0CEDURE4c:IF BOTH STORM BARS&MULLIONS AREUSED USED,FOR A GIVEN A_S.D.DESIGN PRESSURE RATING. t.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 SKEET 15,IT SHALL BE MEASURED FROM BACK OF SLATS TO TO GLASS FOR PRODUCTS W/O OR W/STORM BARS(SEE STEP 4). GLASS STEP 3:OBTAIN INFORMATION ON PRODUCTS SIDE RAIL:ANCHOR SPACING REQUIREMENTS FOR 2.ENTER TABLE 1.0N SHEET.22 W/A.S.D.DESIGN LOAD AND STORM BAR SPACING AND DETERMINE CONNECTION TO EXISTING STRUCTURE FROM ANCHOR SCHEDULES Va.Vh&V61 ON SHEETS 16 MAXIMUM STORM BAR SPAN(HEIGHT). THRU 18.ENTER SCHEDULES WITH FINALLY DETERMINED ANCHOR TYPE:.SUBSTRATE MOUNTING TYPE,A.S.D,DESIGN PRESSURE RATING&SLAT SPAN AND OBTAIN MAXIMUM ANCHOR SPACING 3.ENTER TABLES 2 OR 3 ON SHEET 23;WITH A S.D.DESIGN PRESSURE RATING AND STORM BAR. (INCHES ON CENTERS),SEE GENERAL NOTE 7 ON SHEET 1 FOR ANCHOR SPECS. SPACING AND DETERMINE APPLICABLE OPTIONS;FOR STORM BAR CONNECTION TO CONCRETE TOP &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 FOLLOWING MANDATORY ADDITIONAL PROCEDURES ARE APPLICABLE. &Ft CHOICE 0F20R 4 ANCHORS PER CONNECTION DEPENDING ON LOAD AND STORM BAR: SPACING: PROCEDURE 48:IF STORM BARS ARE USED I- q,ENTER SCHEDULES 16 THRLF2�ON SHEETS 24,25&26 wrks-'&LttSIGk PRESSURE RATING; 1.,MINIMUM SEPARATION TO GLASS FOR SLATS IF STORM BARS ARE USED SHALL BE BASED ON MAXIMUM,MULLION SPACING'(MAX:,12',V OR 7),AND DETERMINE MAXIMUM MULLSON SPAN CHART Ic,ON SHEET IS,IT SHALL BE MEASURED FROM BACK OF SLATS TO GLASS. (HEIGHT)'W!ALLOWAUE INTERPOLATION IN BETWEEN SPACINGS FOR A GIVEN MULLION TYPE&MULLION ORIENTAT(ON. 2..ENTER TABLE I ON SHEET 22 W/A.S.D DESIGN LOAD;STORM BAR SPACING,AND DETERMINE MAXIMUM Sr SEEBHEET5ID t0A`tY {tA 1Z<`12A 1381,3AF0RMULLitutC0NNMCTI0N[)ETAIL$AT TOP& ALLOWABLE STORM BAR SPAN(HEIGHT). SOTTOM FOR PLOD :T0 CI tLaNG PED)OR WALL M0UNTINGS.;0F MLILCIONS INTO CONCRETE F0RAGIVENM,ULLIAN:TYEEt �&'�.)- 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 �'PROCEDURE PER STEPS i THRU 3 IS SIMILAR FOR INSTALLATIONS INTO WOOD FRAME ANCHOR TYPES COVERING PERMANENT(ANCHORS A&D)OR REMOVABLE(ANCHORS B&C) STRUCTURES;�SEE'SHEETS 20.$21 FOR LIMITATIONS APPL(CABLE TO NSTALLATIONS INTO INSTALLATIONS&A CHOICE OF 2 OR 4 ANCHORS PER CONNECTION DEPENDING ON LOAD AND WOOD F.RAME.STRUCTURES: STORM BAR SPACING. kl�l(�/rj FLORIDA BU,;LDtWG CAOE(Nnn Biyn Pet.City Hurricane Tune) 0400 TILXW INC. " 0mwN Pf• ,.... �prr ti.,.. I�oltL,gshwftarsyaeer? oe/a/zora No.4418 s # L E C O INc. aAr¢ _y 1k * X 114 Ji;}i5 1!a R CNOINURINO COMPANY EXPERT SHUTTER SERVICES INC. .rr 2s of .sn.r. h Sh:Wy wc„w pgoK,n.ssee a9a S.M<i"lanitln'Z'3IM ..20-064 •=..gym r.•wn..�..tm�n-��, raRr U.LUC rt_sisae c�;• STATE CF 1� F Peg:ua,�oeom.rnm G aaamNa Ns _ �ec,a•u ou-ecrs:la:rrs5u»-o+sa. �iC"• L Q r3 tp`" •' �^�` ,x irrR,l rlurc V. ac. _•.. mwsru. .>•s •+.«• 67 mlln %•,F� G�,a.G. SE/tJ5lGt a111»Elv iTc Ra mA uc.®u, •s.w. IlttlWlfUtlttit - "- SLAT PERFORMANCEGHARTS Ia Ib > & IC: (ONLY-VALID FOR 1/2"SLIP) FOR A G VEN A.S.D.DESIGN PRESSURE RATiNG(P.5 ),PRODUCT.MOLINT CONDITION iNOWI)ING ANCHOR TYPE AND.FOR INSTALLATIONS 4%06R'W/O CHART Ia cHART Ili ; CHART Ib cHaRT Ic use uu + ►mat+v�A5D Ln�Q _ USE MA W N E'1X9 N"010 UYD WW 318 P�.KUEIItG BOLT 3 ANCHOR ( 511640 TAPCON XL.AiNCHOR SAQ-'g TAPCON XL ANCHOR .. POURED CONCRETE '*.,,. TP iX+U 'ce"ar tE Ta Caton f u.tv CELL CONCRETE,arose ukx -,MAX SPAN MAX. SLAT SPAN REQUIRFJJ bllN.S£FAPA77OH TO' GTASS DESIGN. 'L.ttAx.T(FT) ... (FT), 'LuAx•(Fp MFUIRM D N. t PAWACK TO'G A PLut: 1t7APPtL MGM- WALL. rupm. ease-atr��eUtta-arT �.wu: :�i"ED 6uun-cur W/o STDM1 m W 'BARS RATING `. '.NOIAiT M 11pUtrT al{�} et0atit tBARiT nar waver n10 InuNT yguNr tg� uc+afr tr/ 1 a .. a T a:€� Q -wMa 2QNE 2 wm.zmm.. as omzs it str hoc um# sg Notes* atc.wns a sQ.roans* us aT=4i .T�+� =pores* sm�wo t sz Morm+i se>:Nines s �'NOsa�>t t-3 ♦ .. /--« a= " 30.0 20 0', 15 d 20'-0' ZO 0: 2U;-A 6,-d ZO'-t1 - 16 0 20 0 » 15'-a' 76 0" iS 6 t 44 1/Z 8 ?' -- F0 - _ _. a i0 .... 15. 3' 20'-0' 16 0 20-tt e•S-0 i9-0 16 W3 ?¢.0 P' 18' 11 f4-5' 1a 70 -12 9 1 1< eft 8 Y'.45A 20 IS' t5: 0 43't 1t >Tt 12:: .10" tff 2 fS' 1 129 24 D" 1 48 tj2 8 .7" t 0 12' a 12 0 10 6 t to f� 8 T ?"'-"- _- 65.0' 18 a a il' 13'-17' Tt-,fr 15:3 11. 0 l2.u t0' Ti T3 a ti 0 - .tiIO-10' 0-S -mot' "_,1{• _.-g" 7. 70.d1 LT 'x T2- t i3'-3' T1.4.�. 45.0" TQ•fi 11,10 t0��t :-:12' 9 a0'-s. .. ....t0'-a' .. 9 0 g. ...4 1 -"18 tj2 B �» . 750 T6 8 f1 T t2'-T' ip t0' 94 S !Q Q 41 4 9 11 72` 0 10-0 9' 10 8_10" 1 t«•tf2" 6 7 80.0 iS. e'- t1---0' 12'-0' 10'-S" 13..Z 9.-S 10 10 9. 7 - 11 79'3" , 9'-3' $-6 - 1 ..43 B 2• -0" ... 4.3' f0'-3 9.-3 14 2. -.-9'-3" 9-0` B 3'. •_�' ».. ._.,13 - l Y . :...; ,,,_„gfTA: 4 2".. 1'1;,.1,".. 11'-2' 9-6_ t9 F •_:TO 16...1 fi-11 1Q 0 8`-70 --8' 10 =.0-a �"'�"t 1e tJ2 43 5 9..8 _ f0 9 $-•b ' 8 3 .8 9" &_7 10 d8-9B $ .? $ :12 1/2• 6T . 1�.0 72 $ 9 4 10 5 4 i 4 E $. B { 9 5 @ a 10-4 6 4 :8 3 7 6 ..».-,.1"....�....,,.0 .._.1 2 W_..... 6 :�- 105:Q to 1 8. 9' "V' -9 2 8'-Z 9 8 -_.8 -0 '8 0 Y a 1 •I1 1/2' 6 7 iiQO 11Z.J 8 8. 9'-9" 8.6. 10. 11 Y.10 1T$.Q it 1 87 5"""" ..... 8 {:.' t_0.. T J-5' 8.-8" Y-e `9=0 .�Y=B :7 Jz..,•- 120,0. 10-.8' 8,.1' 9 3' H'-5 - 7"--6 $'=11 .7-5" :7, 9 6'-10' 1'' jj• t25.0- SO :Z` '7 .g _9-Q 9 Si � f0. 0" Y2' 8' ^' t30,0, S 10�� 7.fi. 8-9 J 8.- 3.-@ ?..0' 76 10t/2 6 7" 745.0; S rSO� .6 '11 .1/2��V B 7�._,.• . ,. B•-2' T-3' P�`t0_.._ T. 6 ..-` 7 16 ... -" 1 ..._.._ 10' 6 -.-iw - - rantJ,0 s 7._t0. �, W. T-a _. 7•_710* t6 8-0'...' _6'.-�0'• B'L.(J• ')+y4 _i:, '_ q'-y = ;...:t, .._.to'. 76 �. 1. MOVE,INDICATED KkX:SLAT;SPANS MAY BE,USED AS LONG AS .. ANCHOR SPACING SCt;6ULES ON SHEETS 17 & 18,INDICATE"THAT AN:ANCHOF{SPACING;IS AVAILABLE FOR THE CORRESPO JOlNG SLAT 5F:d.N AND A:S:O DESi d.FRr:SWRE RATING. - tt� ^, FLORIDA SULDING'C.DE'("ton va city Hurricane Zoo) 2: R€GUiR.E.:SIDE RAYS'FASTENE)a TO EXISTING STRUCTURE Wn" - 'N ve \G- " I//lz - ..02=0 mitcO M. � DTuwx er: 3l8.1e MttIK,80LT s ANCHOR'DR:5/}s'.TAPCON XL ARCH F l c'$t thous, OR.INTO• r L" O p_.�-_._ r.P. POURED CONCRETE OR GROUT FILLED CELL CONCRETE BLOCR.'CR WITN 1/4 D TEX'SCREWS AT MULLIONS CONNECTION. YA:UD`FGR. No.441�� .' f !! aa►► \ RaIIh{gSteofttt m: ao/e�xot { Cr4r.® INC. ` DATE 'HALL kaDUNTEIO- 'rRaPf}psi nfcauNr>:D. AND eu1Lo-our Mof:,tatEcr: ,��.. •~w--�' EXPE#24 S.HMER SEIRViCES INC. `{t' ""'�'""r fttytr TCStiMa 8 ENCiNtEaLka CaMPANY ✓/ a.:a iuw x tta..:Pk aa.xa{:. ,n v+m "a RN,WB"bore DHIYL". 3. MAXIMUM SLAT SPANS FOR kNTERMEDUTE LOADS MAY BE 7: STAi�jF t N �o5yt>'"m OD''>'-,»' war n-weQ Ei 3e23 20-Ofi4 o-ema:aiveoe :�om DETERMINED 8Y LINEAR INTERPOLATION BETWEEN END VALUES: Ca-0Y4]Iv ¢'eco i{s-a2s;rAr{]1Ti et,®va Dwmno No fi 1Gy10 t1 a` - rairn�.ntR ��4iF`�eS' a x>'.r.i��>al�.E. 5E+u./5tGkA�URf.JOATE. at%�ms>tu_d,afeT aae+-w_" � sNetirs Orxa eftth11111Ntt1t MAX.ANCHOR'S SPACING SCHEDULE Va FOR A GIVEN PRODUCT MOUNTING TYPE,W!3/SD0 KWIK BOLT 3 ANCHORS TO POURED CONCRETE WALL A.S.D.DESIGN PRESSURE RATING&SLAT SPAN RANGE t WALL MOUNT t1f5u;F1 - SLAT SPAN RANGE .. - PREWRE 0,-4•t > V-5't >5'=6'} > 6'-7't > 7'-9', >'0'-12't > 12'-16't > 16'-20't �J __.. . ........ __ ....._..._'_.__..-.__._.:.......-_......_..._.__. >31-� 7" 5 5/8" ._ -9' g - 4 9" .9 8-- 5_.5/8 5 5/8, SLAT- fi 1tIQFE: —'1 >et-tos 9 9 6' 9" 9 r SJ2 5 9%8" SPAN FLAK. SLAT SPAN R A _... _............ -- - --- � GIVEN A.S.D. DESIGN 4 8 6 - - C PRESSURE RATING SHAU^ >i2i-ta0 9' 9' 9' 8' 7" 6»-_. - - Lr' M EXCEED MAX. SLAT _.__........................_.__.. -...__.. SPAN INDICATED ON SLAT >,at-t6o 9".. 7' 7" - - SLAT SPAN QEFINITION PERFORMANCE CHART ON TRAPPED MOUNT SHEET 15. _ .: SLAT.SPAN RANGE: �9(Ri _. Minor 6-4't > 4-5't >5 6'i >8'-7`t > 7'-9',t > 9-i 2't > 12'-1 W t > 16'-20't. OXOE(vim 531-40 >41-609" ____-___ _....... - >108-120 g" y» 9», BUILD-OUT MOUNT SPAW RANGE' t>tSrori ,... �PREMRE 0'-4't > 4'-5't / ?.5'-6't . >.$'�}"'}"`___ >.T>9',f... .._..- > 9'-:.l2`'f' :. >1:e_116 t.,. .. . . vxm ZJ_111 _E} E •� E: s 30.0 fl 98. c 7 sJ4 t t SJH; ____.,,.,_. _ ..__...._. 9 1 _ >3i ao 9 9 9 9 9' _ 9 a 9^ 9 y• y ,g• 9 9. g g s s ...,,,.7 Y fi 5 5f8 S_S/8 5 Sf8 _... _ mat rm. 9 9 9 9 9 9 9 9 7 1/2 7 1/2 F S aJq a 5/8 5 5/ S SJ8 5 5/8 >st-fio g 9 _ 9 9 9" W 9 9' 9 9 5 g G, 9 7 5 k� 9 E 5J8' a 6 8 r s aJ6 _w. gat 1ss 9 9" 9 9. 5° 9" q $ 8 1J2 8 aJ4 } 3l4 5 5J 5�/8 _. >t06-120 99'.. 1'P 8 8 -..5 SJ8 5 5/8 5 >,z, t,o s_ s s s' s" r tl . .._6W �._ >141-160 3' 9' 9' _.8" 8' 6' :7 Z» 5 5/8 $ 3/4._r-W4 5_ P(ORIIIA 9t.11s.CE1`C CCU fgtr.Sfg;,Velocity Hurricane zone) l\lt lrtY J� i ,.� •-' Nautilus DMY.P.er: p� '^�.•w.,-y Nm 44l l ".'.,,._..m». w--"" p�yp * ... li EXPERT SHUTTER SERVICES ,r 'itLkT"W4'S7 na Q CNGNCKflttte eeurefiY INC. r d' ' '> ` »•e'�'tm�'mr '' °u'�' "'t"�arssaa"e -y AM s w Wrmo4c DPW 20-054 e'• 5`IATE nn f i»crsce x e» KR%- Lucc rL 3asaa i�(f' �j U•M:Ji f7 hkW7„f6.A},@ fC6G,rAff•fT1n M1-CeYfJ Dft4W1ND pc Rib * w9sr7l k Ttt:r .Di (�t�K+T`.. ak'n:.JSiGr.'n7uREJtl ifs %tcx n.ix.t aa,,t mIt-La. MEET 18 or 26 Nzk �fltfi9l,lif ft99tlll' .. .. WAX.ANCHOR'S SPACING SCHEDULE Vb FOR A GIVEN SHUTTER MOUNTING TYPE VVI 6116'0 TAPCON XL ANCHORS TO POURED CONCRETE WALL A.S.D.DESIGN LOAD&-SLkT SPAN RANGE t WALL KIIOUNT SLAT SPAN RAgW c 0'-4't >4=S > V-5 t >1"-7't , >x-g'? >ta'-ta'7 >.s2_i a'f i e`-aft`t �uYw+f ,8` .. 7 /2` S'1/2" yid . B` 8` 6, 8" $_ .6 .. 8, �d f sTt 3 fi. 8 6 .. 8 '" ..6 ... 4 1 f2 3 3/4 e _ _._. _----- MAX. SLAT SPAN FOR A +f f tii fS ii 5 ll t. s 3.3/d 3 3/4 ISPAN 'i GIVEN A-S.D. DESIGN LOAD t, 1257 f"-_ Il,. 3 af4 ._ „:_ SHALL j11 $ EXCEED MAX. w._. .......- _ _. .._-_ � SLAT SPAN INDICATED ON - -___ SLAT PERFORMANCE CHART ON SHEET 15. SLAT SPAN DEFINITION TRAPPE6 MOUNT WSW 'SLAT.SPAN.ROE v�xm' a.-d'$ y at-5`.S. > ,,:4'+ � 8 ?'t: 7 T-9?.1: r 3-i2'S �, 3' :16`t o" a, ry.. g": 5 f/2" . .. .a° Be ,g• 6q fi'. -5:'1/2' .4,1/2=".. 57 "fat ?di3 .6" 6".1 b::3 a d: 1./ ; ,3-.3J?I.- - sldi i8✓? :.. 5' . ti, v."_ 5". .'�.3 4 3 3't�"�.- _ _:.. f auks-OUT.MOUNT- . .SLAT'SPAN.RkAfCE d� _. ..._...-. W 41't. .__ >b'-5'.T: :.. _.>g'-$'.{;. �;8°-T::'I -:.::... >_:?`:-9 f.. ...:_:. .. `9 12"L'•-. :� 'k2'-16'? >-'1�"..�2t1 f,rr.,. .: CEO. (�: CE Ej' - E) E . E3 P- , A': ;> E4 .E eau > s 6 c 0� e, 6 a -3 s n. w +� u I/2 5 4 1/2- .-_4 a 3 3/4" __.. yli sa 5 6 . ' g 6 G„ q" 6 8 . ._.f».._ .._h 6 6 5' 6 _ 6 A 5 a i 3 3/4 3 3/4 3:3/� 3 3/4' - �sf 3 3/4 3 S/ /a� ?Etf-c� •. °--:. 6 6 .._ :.., .F.„,,.... 6 �,.�a/�s»»� �f2 4 t/ 3 3>�__s_s/4 x;Yd_;t.ITaECo .b" •._ a�"._ s.si f2. 4._'51 f'2 3_.3w,R. ,L ' 4' 3_/.4 33/ " S a-3 3/d4 3f 44 _ `4jtlttf{j1{f{{�, !'LCfsl.•^.A�BiiI,.UY�3,^,.Ct)f�(NCn�ftrgh-YOfocity Hurtioarta zone)aim TITTro :>' Nautilus l Mu4rwR.aY: u��.# 11�1� No-.44,1,E EXPERT SIIIJTTER Si=RVIcs INC. GATE `R7+yY�) CiT:T7'SRNG tr CisitTEaa7R ggkpnirY' f t �, wss ay..xn+w x:5 ronau.karxc rx>;�ex &tiR S.W WNnYpRf.g43yE •. .,.. n t xu,.,.» now s- LLCIE.Fa. 1m 341 20-084 �'!'� �..f��'� �f+.' Cd-AA`.tlTli Mapii(Wdi 7�A�FN.IPR:C>2. CTI.i89D CAAYJ7NG kb cm,"-I mi'u tT-A-T5 .fA:9x.�..i ur6' _, ax v-a� ieea�. WiET 17 9F 26 i MAX.,ANCH SPACING SCHEDULE Vb FOR A GIVEN PRODUCT MOUNTING T`(PE'Wt 5148"0 TAPCON XL ANCHORS TO GROUT FILLED CELL CONCRETE BLACK WAIT! A.S.Q.DESIGN PRESSURE;RATING.&SLAT SPAN RANGE t . WF4i,i FOUNT .. .. SMLAT RANGE .DEM PhEssm PAIM0''4 'F > 4'-5,'i' - >6-8':.f Y 6-7;P ..a 2 9 , >.4 42';1" > 12'=18'fi '> 16'-20't W14GE(P(P.G.t.) - - - s3D0. 8 s" 8 &: 8 H 6" ..._ 4 1/2... >37 aD 8' >ai eo; 8 8 8 €f 8 4 1f2 8. 1 „ 5-1/2 _ _�� A MAX.. SLAT SPAN FOR A _.w . _SPAN" ' N S D:. GN RE RAIING SHALL 5m—izD g 7 1j2 `.. 6° __. 4 . , .. :.. r NEVPRESER EXCEED WAX. SLAT . _._.:____.t �. - _ _ >1z1-140 s" 6" 5•% SPAN.1NDCATED ON SLAT ON _ . . �» PERFORMANCE C >ia1-teo T 5- x4. .: r,. SHEET,15 HART " SLAT. SPAN t)EFINITION SHEET,t5.,.. . TR,4PPEt)4fiC3tINT. ,: SEotT•SP AN,<RANGE . GF7 DE� .__ -_RA19lB cr 4't 7 4'. 5't >S $ r' 7 B'•-'} } z'>-7' 9`{' >^9 12'I > 12'-18't- Y t 6'-2D''f'' s 30.0 >37 40 6 6 6 fi; 6 b 4 1/2 >41 so 6. 6 6 fi g 2 q fa _ _- . 4 i/2 >tat_1zo>1os— iao 6" ". 5 4 tf2 3 3j4 BEIILL�ClUT(MOUNT as:D. VAN"_OEM RAAfGE P Ranric E E , , .. E . E . YE SE: E E- RANDE. - _ 6 6„ 6" 6" 6 6' 8 8 6 fi 8 5 8 5 }j'2 .4^, 4 1/2 .: 3o.D. 6 G 6 6 _ _ >37-4U 6.. 6 8 8� 5 ...g". 6 .:..:....6..._.. 6'.. 6....,.: 6' -w„„8• B.v:.. ...._ f2 ;. 4 4•. .. .. 6 1/2 3 3j4•. - >st'-80, >Bt-105 6 6, ' 6 $ 6 _ 5 1/2 5 1/2 S 1/2 4 t/2 3 3j4 3�/4 _.. 5 4 2 5 12: 4 1 Z 4 t. 2 4. 7 2 3 3 4 _ 3 3(4 3 3(4 , >141-t5D 5^ 6a, 4 ,r .. ... _ .. ..-:..._ - LL FLO' BL WNG CWE o'oM _ ) 401+ F.6t}h bsity 8 _ 7m t)n urri�ane Zone) (t�tt� oanWN eri M.P.�.f XM a"".• 'RQjt'jQg.`${fQj'.$�$(/J1)i' a6/DATE . , It v�rE z�F' T�ar:r�rufc a c zTwG C,.,A,% EXPEkT.SHtMER-SERVICES INC. euf nee,eex..�a w.,.sn, raves,n.v+ae 6a4 @ W,WMIL a OWE 20 064 _ q"(aC1s�111e,.Ap�rof wm oR4N7N(7 tea .. WALS@R�S.�1Y...tii.H'Y.F_ 'w'1.M 4sar[cs IlU'F.�er.w sq�, . .. ...:.. �iy fiZC �• ,' Fi11:/„1Wm)RC/(NtFE FL:fM7A 11k t(fiFG7 :r-Ns .s; SIiEiT I9 0(.26 i SCHEDULE VC: Vx FORCES(Lb/FT)&Vy FORCES(Lb/FT)ACTING AT JAMBS FOR AN A.S.D. DESIGN LOAD RANGE, SLAT SPAN RANGE FOR. POURED CONCRETE OR GROUT FILLED CELL CONCRETE BLOCK WALL BUILD114GS (USE MAXIMUM VALUE BETWEEN POSWE AND NEGATIVE A.S.D. LOAD) w JmUM SLAT SPAN RANGE A.S.D. PRf�uRE 0'-4 > 4'-5' > 5'-6' > 6'-7' > 7'-9' > 9'-12' > 12'-1.6' > 16'-20' RATING (psr) Vx Vy Vx Vy Vx Vy Vx Vy Vx Vy Vx I Vy vx Vy Vx Vy 30.0 10 , 60 10 75 165 90 238 105 421 13 .. ...... ..........__..._..__.............,,_—.._..............-__ >31-40 10 80 10 100 386. 120 440 140 398 180 823 240 1328 320 18"23 400 >41-60 10 120 290. 1.50 794 180 509. 210 708 270. 1266 360.. 1962 480 2553 582 ,. .... >61-80 10 160 616 200 767 240 796 280 1007 360 1695 480 2422 600 2547 596 >81-105 123 210 550 263. 711 315 1142 " 368 1372 473 2009 591 2492 638 - - _ _ _..... _.., _.... .................._.....--....... _. _.. -_ .. �. __.. ..... `>.106-120 313 240 728 300 881 360 1345 420 1587 640 2112 640 _..._......-- -_,_- _, _ .__.,.__......._...... _ ....__._._....._..._.... _......... _ . >121-140 552 280 960 350 1003 420 1612 490 1869 630 2039 635 - - - - _ __ - - >141-16'0 781 320 11,86 400 �1322 480 : :1873 1560 ,:.-1740. 640 - -- w. _s: '5Llt1'^ SP.ATV :. NOTE: R'SHALL BE THE'RESPONSIBILITY OF THE CONTRACTOR OR PERMIT HOLDER TO VERIFY THAT EMS TING STRUCTURE IS DESIGNED TO SUPPORT Vx AND Vy FORCES IN POUNDS PER . UNIT FOOT OF SHUTTER HEIGHTAT BOTH JAMBS. SEE THIS SHEET FOR Vx&Vy VALUES, Vy SIDE RAIL--... (-T' 1 '" Vx• V �1i1'fifLt4}fyy,�r FLOma,uuidWNC CODE('Nao�'mj,"Yelaaity.Hurricane Zww) y ,o, ;, cza au us mtatats +C. DIGM+ciA R gV y c R`QI tQ.$bIIESIS'1f SIQTD. DDM/ID4tl.. ND.4�r16 .. ABA 4r 1liC. __..._.:::.:�... .�.._..,., DATE ncu7 7csr!aa.�.wuncturnc COMPANY1, Y EXPERT SHUTTER SERVICES INC. • '�' ��.'�:yrj � e�.h�:saa�u.:>;.. �s+ts+cc axmrs,n ss,re c69 5.� 'PXif[63G11E.,D3tR'f a c' STATE 17F �f= r cam-r . r _,,,, rows s7 L.M.Fl. s41mas•. ZO-084 tnc7;W!ww@ttitm, DMNTNG kq 'FIB-I�DaB t4', nidt[i.teDY 7Y&� '.Fir:'t r4snP-t10 S$G' CDRID •'Z—e` xutu'a ri.�t{7 .7.E a.. >:.e + . i�r/,Cs. _ ��1��t' SERi:/ GRa7URE/tMY[ LG�aatf•:r 4167 , .,,n•a.. i Sf1EE7 19 m-xa SLAT PERF�QMAANC.E CHAr(r M1 A IC1,.:(ONLY VAUD FOR'12-SLIP). SLAT PERF'ORMAfJCE CHART IIbj (ONLY VAUD FOR 1/4"SUPI MAXIMUM SLA r SPAN AND MINIMUM SEPARATION TO GLASS FOR A 'GIVEN WOOD GRADE A.S.D DESIGN PRESSWR,RATAN t . .SLAT :. rcRA dtzss�uuu�Pe'toaf.P' ,xPREMQA�pRATM(R.sgAROPRODf�TWUNr FOR ra _},1�usm4iuTs:.o:-b +zPR FMRAnfr,lp,gI)Ato'F uafA0uNTcONMOur-.0R- ..SLIP118"AW12'x4�&TUDSA$PER MITAFfOCR.Vs•„ SFRaMF.,SWA11.S C0,4r,-,ION FORiTMSTA.AA70ftS.W]oTOMA BARS PER DEML'2 H&OW INsfALZi4-'M)'s v �-Mom MRS na DFT.v'I,'ssDw Q;N DETAIL.f �.... ��•— .- i=w=w YxuE mmimpam me aww 14.dt iGKi 6qe WIMN ICwN MR t06 Wt[ CHART--lb i . 'CHART IC l : , cHAR-r„Ilb I .. d.Hkk T Ile l wAx. WX qAr 5ru1 m OF f+ON1iK torrtar-0_rs mry .. Pti9iPdE WOOD GRADE OEM 1z8••@ TARCCN X6 ANCtN3'ti _AS6,LOW-A" ,"C"O TAPGON XL?k Cf'4t2? AIR LDPD VftUE RATING ikOtCtt ,uw w .. W/o Sf4&tA 8V6 (p.s.t.> .. - U$X'StA tPANI Yt1 SUMATYIN W X.:. iYArM NAY,sm s'pm .. o'i�ti'ZgF*W= .. .. .... .. �{�� 'm 0.653 f 20 AS.D. � . .. .%ams kim m ",.Qt1S om's PNE 12(C=o55} 60 • X&M, - E.14`.e(n). 8td(OF!. m {..B4V[.�{1f} .._..___ ... . OF'GN M a-at Cr t DCE1GI15 FYZ-S.'711iN(G- .46} 60 3 arms- Rno O t k1 p SF>�ZA'BARS _.�_.....�__ .� ._. �MfGE , ,z w',' w/o sroR6r.aVts PA ,.. Wk , at ! r e ( =_ zawl xx e s tUCf f PIf-F6t-6fTH c oar sD .• "" (C,�.f.} ttzawrcx,ti tvz,�ab;Z�`maTsb ,antPd o1-3¢ xw•sa,e (p.:.4.r: taa:,tezzxa Sti mtaadl rrAexdz +-x a .. SCPe ,Q-U 13 0 lA e , .•.E. 7 ,/a" 3(I.0 E 3 Z .a-3 -LYE.- 36•0`� 'r3 U t� Q'• ti.._e i r I/Z" SS.010+' 9 d7 4 t L8 Yfl {0.0 t4. D i IAA°•- Y T 'T t o �"VIf ,o� .--_- y t. a 'ggp,w; .tp' u iD`-G ,u ap ,�:} 7 I/2" 59.0..ea:,,,..7 �. _�7 `�' ..._:� �.__: 5 :la" t f,. 1.,.._ •I !r.� ._e ,: i eRo.••°. ,. .. .. '......... .. .._.. ... .. _ f p x .St RT PV FM sj�ANt35 CkAfiT MI,€QNt Y-VAUD FOR 17'SLEPI. R35RAf'P,1¢Wd@A]ttbt 5lA!"gMaskf°SkF"GRI o"IrF RAftW.(pxa�AND PRODUCRNOUN7• ('ONpt'KNi YtFR csLSTgt1l;Ttoks&t'O H1 dBARs PER DETAA.2 MLOW MAXIPAUMAS.D.dESfGftLbk)VS.W60D(kAGESCHEDULE E ;: —.. CHART J , . CHART IIIC1 x � ,.>s ,v Plniex Ate; - � fyx r�rraon n+� W. _ - '•UNJD FOR DoXIJAS-Ff>'z•=3G{mi Pdom)'' Ylt� -. „ *� srxB; •Y17 aar.Y,�•vvoD ma; SOARTC PVC(P(G."). (T'P:.t;J�) S ,f a=R*bk f M' .5tcH=I..weac)P USE AM"POSM SIR=r1#IE sIS+(cis):. L}FTAlL 2 fElFV4TIQPl&. ypX, .. tau;:SS,RTptty 'Lata vHUE 8!t6YATAPfyt?ji d(L�A"krWlif3R, «. DETAIL'I(ELEVPTIU�i - vwo FOR auaa:�-f�a�swx(�.u+e�' f WK SFFARATeFi � �.: qDMqGN t'�''.� Ta aAv Ta �-- A 1LI ( ', .. ♦F. tirt VALID f�SDUi't' .;` e'+'L+`}' _ r.._� 1 L.MMD-�Qkx W/o Sim ws ... .. .. _ .., ,_ 5..... dcwr .wtsT p/• +tom v� RATING . wo a' s me SLAT SP DERMiTf[IN SPAk ,(p,o.f.} tffiL:Wts.3d CS2r0Egdl t5tt:pam34i.. w sao .. ._.v.. ..._:... ...._� u C tz'�-a � rx-B � ," _.:._.e` .,,.fEt)`1=�t;4DFUi1wE tAX:SLAB SFFNS FdA'!��.tt{F'C'AS f.�'3Pf^�A.e..Afa"'kOK.SRA:tkG'S.kEOlat.FZ.. RB:'(GATE ='HAT..A S,F iP,4£::'1 A`;tA;sA;EILE �109'Jit?CORK.v"CNtS;hv'•.SL T SPA(}.... . DESIGN PRE:SSIJRE RATING.,, - '�:dojo'FpAmc ti'7A.',L,TG EF. EUiLT svlluk'y:N.A cotzo+NG`E wry spces CfvEjd.6;1 LSMI., AND FRMSSIONS,FROM CHAPTER'23 OF r4E;`LARin t•bulLaNi, COUE9;MINimum t cAmm}. ' T „iTHEf( SIDE OF"'OPEivit`eC54iAU � .. pAelSpr{` II {�$ I AA FLOADA_Bt1iLDING-WDE�(Non rf1gR Vafaciiy Hur_ricone lane} `Ci�iY � ^• G'75:4'.�[TL':Z1 f.L< N nP.AYtN Bt? ' MTALLATION INTO WOOD FRAME STRUCTUR ` .; !3 $ ✓;r M Audit s' 1Yu �i+.� i J ~` _ ■ E; ." 1 �.` 5Izszlttf lR 46 DATE ��.....,�- M __*; to r..csr t o u u a¢zmun enuruty. "EXPERT SHUTTER SERVICES INC.sea V 20-064 _ 44 n ". dmu c` xia z :rer�O 6d#f ' wm do v na T ' WE,f 'J''�''n• t`C�' C+tGOTL47Sb r.'r _ R:^.'•'L{NMI tta-sCtC,f4X?ITR•tit_ast:'!i WupNC'b ''per, 2SIA �C `E,SEk.fa[Gn/rJRE,lDAi£ f:UkiUA 12.8 tiW + ..no u-w. sxcer 20 or2a . - _ t1rNjNi€iltl4lrl .. MAX.ANCHOR'S SPACING SCHEDULE VI FOR A GIVEN PRODUCT MOUNTING TYPE WOOD GRADE,A.S.D.DESIGN PRESSURE.RATING(psf)AND SLAT SPAN RANGE -i WALL MOUNT&BUILD-OUT MOUNT TO 2"A4'WOOD STUD WALL MOUNT T6: '6"WOOD STUD WITH MINIMUM 112"PLYWOOD (SEEbErAIC i ON SHEET 20), (SEE DETAIL 2ON SHEET 20) d SUT SPAN f�AMGE DESIGNSLAT SPAN RANGE, WOOD GRADE PRESSURE WOOD GRADE. PRESSURE RA71NG .. d-1T'fa4'- * RAiI.'t,G Cto4•'`>4W5* >.5foC etor°>1bT`>9'4t10,i>Hftote 30 0 F x,3 :4 6" 5» 6.r 6^ .. 6» 5" SO(1THEErt Dili 2 4G 6�_......... SW HERN PINE f+` �_.�.. 6�_ �_6� C. 6 6" a 3/4^ 4".._ (G 05,5). . m 45 6" (G=0.55) s 6» 6^ 6" ; 6" s" 4 3 i/a^ ......................._._.. ._ _ 6" 4"3/4» ........_.....__._......_._..__..._.. ._._.:._.._ .._....._'__ _.....:_. ..._....._._.........._...... ....:...._.. . 60 6" fiS 6 6" 3!4" S 1 4" 3 3/4" 3" - UGIA =1}UFl{. `s 30.0 6 DOUGLAS-FIR SO'Tti 40 :. .. , 5: .4+. 6—/"4'. - S 1/?":.4.1/4"._.. 4" PnUGE P -`?R-3111M s 30.0 6" GE FNE-Eif?- 31F 6" s 6" s 1/4"I 4 BUILD-OUT MOUNT TO 2"x6"WOOD STUD WITH MiN1MUM.112".PLYWOOD (SEE DETA;L 2 ON SHEQ'201 WDUl3 GRADE 'PRESSURE, >5 >6 7'• . Rdt7t¢C _ - Me[4R'W/!E ISalAY v/ u'EXr Y', itltVrt fir~26T 71t'Nj. IK<E1T w fi•3R9AR M tAYAi1 TA, 1M19t1''vf.E 1xiLMi.w; Ie0"w tt iWLK"t"a M7icR w:L"J1 ieOtHr V 4 ifs d 1 (G Q ... its 0.46} so �" s s . 0' s` .t 1 ._ .._ .. ... �(t(iItt t .*. a tg", . F'€.UiitL�A'-t3tiYL1'tR C ,(Mort tictl'Velocity.HWYCOfte Zme) MAX SPAtt FOIE SLAT, PbF? lFj�is c n=rca wt + macaw ar A 6IVE`d A 5 D DESK IV 1� � M.P. PRESSURE 1?lMNG:SHALL ' ®g E Gcc R T 0:416 {N�" { tY. 51� - c rr _ *ttR:Trsrr"r e eneN "i rruw«"v ,EXPRSH SERVICES•IPdC. PAtd [1YD.GA D JR7 SEtta. ns,4e ss a" w c. m w aaA w snnum¢aaavc PERMPIA FCC CHAR;;S OI SiA" t sro. ui 2G-064 molt.SI'IL 20- tL,. molt(Evn>s SClE t{+t;OwT1"HSC WtAWNfG[to IT .. '�ti�cd lsta;•••:. �}11�?� At.f i;itlAtt.ftcfa«TZ ^1.^.R+Xu 1::1 8 ostbs ��: u�"-P.. . . RNFET 25 Pf 18 t 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)** ma6so STORM BAR SPACING (FT) DESIGN .. :.... ......._. - PRESSURE RATING 2.' 31 3.5' 4' 4.5' 5:' S.5' 6' 6.667' st _ .. 11'-0" i}'-0" 1 l'-0" }'-0" 1} 0 11'-0" i THIS REGION IS ONLY VALi4 FOR INSTALLATIONS 1 0 11'-U" ._., MORE STORM BARS, PER SHUTTER 35.4 11 i i 0" -0" 11'-0" l i 0 t'-0 i 0 i 0 _1 1._ .___, 1}'- _._._ ... _ 3 44.0 11'-0" l l -O" 11'-0" 1 -0" ?i'-0" 1 1'-o 11 O 7 0" l l'-0" 11 Q' [41' -1 i'-0" 11'-0" 1 1'-U l 1'-0" ?1 0 ' 1 1 0 11'-0" 1 i'-0" t 1 -U 1 1•-0.... ....._. -_._.... i_'__....0 tl'-0" i a" 11'-Q" i 1'-0" 1 t 0 t9 0 t t'-Q" t t'-0" 1t'—a" lt'-0" * T1iiS REGION !S ONLY VALID FOR INSTAL!ATIONS `. ''- -- -. _......__- ...___ _..:_ .,_ __.__-. .. _-. ..- " W/ 2 OR MORE STORM BARS PER SHUTTER.0 1 1'-0 71'-0" 11'-0' }1.-Q" 11"-0" }1._0;. 11 -0 11'-Q" it'-U" 11 ^0 *.....,....._......._.:__ ._ .................................::................. _ _ .... _....0 ?l'-o" . 1V—Q }?'-F0" 11'_a" il'—a'. 11'—Q 1i'-'O" �1'-0" 11'—o".o 11'-0 11'—aV —c 11 a 1.1'-a 1 0 n _ _0.0 }V 1''-0" 11'-0" 1'1'-0" 1 l 0" 1 i'-C 1 -...... ._....._._. __..._..__._... . _..__ _ .. 75.0 l l'-O 11'-0" 1„V_00" 11'-0" 1:1 0" l i'-0. 11 0 l l'-0" + .. ..__... _._.............._._.. _..... _ ._ _ ... --..... -. 80.0 l l'-0" 11.'-0.' 11'-0°: 11'-0" 11 a 1 V-0 11 0" 10'-10" _ ..__. _.............._ ..........-............ _.. _._.._.__ 85.0 1}'-0"..... 1 1'-0" 11'-0" 1 i':-0 ... .__�.i'-0" 11,-0° * - - _ _...._.... ..... _... .....__....._ _ 90.0 11'-0" _®.._t 1'-O" 11'-0" 11 -0" 11'-0" t -0" - 95.0 _ 1 -0" 1 l'-0" - t05.d 1 t ;G 11 0" 11'-0" 11'-0" ?1'-0" 114.0 ?•T-u 11 -0" 11 -0" 11'-0" 10'-10" - _. 0" 1 V-0" - - _...,._..._ .._.. _... _ 120.0 _07 11 . '-01 -0" 1 - - ......_...... ... ... _� V-1 0 - - .... _ _ _ . _ - _.... _ 136.0 T 1 C'" 11 °0" 11'-0" - - _._._. _...........__._._._. 140.0... �'.? .. ...:._... i1'--0" 11'-0" - - _ ... ...__. . :_.__ _ _....._..,.... ._ _.... 11'-0" 155.E AIEASLIREO IN BETWEEN CENTER, LINES OF STORM BARS �' azoza FEE' OR FROM TIP OF SIDE RAIL TO CENTER. OF STORM BAR. ��`y\� �: j�j��C�OD�E�j(Nc}rr(Bqn ve Neu Z. + .. �"Y•.' iJ4i� .� ,4 Q'674 CF/4�L.RIOG FLDRa1A EU+tDIt 2y H �•• 'r^ss .. `"' -- � R�t f�A.. -.. RofFt`t3(Sh � SgsYnm. asle/zazE No.4 f ,-_. _._.... EXPERT SHUTC€R SERVICES INC. S•* TtL£IT'tCSt£NG S C'txGIN ERkNG Gc1NnAffY ^G SjAI E(} - .•:,X-r•c t ..�?c�'�.r e«a c .`n , pent^`t tuc+c.n.,ae ss DRnxnro r.> ,��; wncmes }t,"De",rax c>ruY er5-vxar _ GR L, W'q{,rkk N*rt9 F'f rnw ax»ea+. II.ec m..r rnc.!an !Hw,u arss i^f�s.f �.�G•• ,%. 5EA;,fS!GYu';U(EIU.nFE, q.;, aa 402'i TABLE 2 TABLE 3 'REQUIREMENTS FOR STORM BAR CONNECTION TO CONCRETE TOP AND BOTTOM PER REQUIREMENTS FOR STORM BAR CONNECTION TO CONCRETE TOP AND BOTTOM PER SECTION S-5(SHEET 9) FOR GIVEN A.S.D.DESIGN LOAD fp,s.f.),&STORM BAR SPACING (ft) SECTION S1-S1(SHEET.9) FOR A GIVEN A.S.D.DESIGN LOAD(p.s.Q&STORM BAR SPACING (A) o STORM BAR SPACING'W(IT) STORM BAR SPACING"a"(FT) 2' 2.667' 3' 3S' 4' 4.5' 5' 5.5' 6' 6.667' 2' TZOW67' 3'3' 3.5' 4' t 5' 5' Sb' 6' 6.667'3QA ....D. A,B,GD AB,C,D :_A,B,C,D _AB,C,D„....._hB,C,D_ .A,O,C,D_ AB.C,D A,8.C,D ._AB,CCD_. „t31.0 _A,B.C,D �@.C,D AS.C,D ABC,D AB D A,B,C,p_ Ap G@ C,D /t,OC D,. AB,6 D 8C D_., A,B.0 ALBC D A,8 C,D hBC D 34,0 AB CD _ _.._.. ...... .!� G___ .. .. .. ,B,C,DA•B CD B.C „ A,9 A AB,C D 8 GD_ �.._._._,Aie _A.B.0 D ..__A.B CD_.. Nm p „_0.8,C:6__ _0.B.C.D -AB.C.D - B.GD_ '60.0 "A,B,C,p.. B,C,D A,@,C D _A.B.C. _ABC 0.8 ...B,C.D A,B,�D_ ._AB.GD I 0.B,C_D 0.B,CD _!tB,C_0_. rvA�B,C,D,_„;,,_A.BxGD_ A,B,C,D AB.0 46.0 A,B GD e G,g ._.A,B.G __.40.e.D. A,B.0 A...._,: �: .. _.. A__. '_.._a50.E1 A,B C D _ AxB�C,p. _0.H CxD 0.8,GD AB.0 D _ _0.6,c o A,B,C D .,A.B CxD M1,B C,D,,. 0.8 C °:50.0 A B,C 0 .B,C,C AB,C _ A,BC, ,A A A A A ^A,B,G6_ A.B C.�O 8 C,D A8 GD A.B,GD 0.8.C.0 __AB.C.D _ C D...._ 8 C B.C. LB&.,.._.__ __,.._. __ ...,.__ .__ ._ ..'._�.. _ ._.___ _fie._ .._�._,..._ 0. .5.5'•0 A.&GC A C 0.@,C A A A A .A.. A. ... A,B,C,D 0.8,G0__A,B,C,D,,.. 0.8 C.D 0.8.G6 ABC 6 AB.C,D_......_. B.C..__ B_Q._._ A...0 - .- -,----•-•..•-•.-•-----„..„_._:._.� 0. A _............,.. G0.0 A,B,C,D.,, A,%C A,BxC AB A A A A A A G40 A,B.C,D qB GD._ 0.B.,,D BC,D 0.BCD 0.BC A._. Ae, A�...: G$A A,B.C,D' A,BG B C A A A A A. A A 70A 0.BA.D 0.BCD ABeC,p._ _A.O.GD 0.6,O,D 0.8,C AB,C 0,C h,0. A `....`." :'..� ........ .`. ._. ..... .. ."""". ... .. _._.-........r.., �._.r_ ..._... _ .. ...........!�.,_._. , . ........ ;70-0 A.B.C.D A.B.0 _ A.8 A A A A R A 714.D 0.B,C,D ,_JBC,U. _.�A&Gp.......__ x�xp.._..._A.B.CYD__ a.B,C AB,C ....._1h8..._..._,..._.._A............._.... A_._.._. 7SA A.B.C.D A,B.0 .A A A A _._ _&! Q.D_ A.B.0 U 8.0 D ..A BAD.... ..A4BxC'.. .._!4.B ...ABC ... A ._.....A.............�A _.._ ..::GRO._. dy@ C .:.A,O.._ _.A A A p A. G9A:. BCD _�.@,4A_..""...r.BeCep_ .,v @ D -'.. B C'.. .__ 8,�-. A9 A A. .. A .... 8fl.0 B C A. A A A - &CA_,� 0.BCD AB•C•6_ AB•(•A. ABC C AB.0 A _A:_" A A 00.0 A0.8 C A A A A A BAO. ABCD A,B.C.p, A� .A A,, A gp,0 Fx,BG A ._.A__' A - A- A - ""100.0 0.B GD - BaC.D__ A,9rC D '1,6.C A,BF,...... A ..._ A_ A A AA__u___ A A, A 0.BCD_ AB C,O ABC - A,B C 8 A A A A A -- - __ ___._�._._.._ ..._. ,._.. ....,__ _ _ _ ,. -• ... ._ .. 1 _� _.. ___c. .._. _.w_ __ _ 105.0 AB A A A :110A 0...q.-R BCD AB.0 _ __ ._ .._»A�,,_..,.._..._.____.!LBC A A A A A ...._._.A_.._.., 110A A .A..:_ h._ A. ,. C,U_. A.B.0 B,C A. ._ A._ ......A .._. A A_.__._......!!....__. ,.... _. 1 ___.._..... ilk ...A A A A ABR AB.0 A,B.""'._._.a...._ A. A A - A - _ AW_.._ - .. .. - li AxB C .A.B.0 ,V_A^ A ..._R_..... ......A_._ A _ ..A. - ._._...A__,__ .A _ 'A` _ A _ __ ____ _ _ 1 _ IJQO- A6CD AxBC BC A. A A A A A A _ _ E i3S0 BCD.. BC_.,. ABiC. A A A A A A t30.0 A A. A __._ _ 13&0 A a a - - - - - -: 140A A,B C,D AaB C. AxBA A A� A' A A i _._�...�_.. 14SA AB.CD •A,BC A@ A ._A..u, .:. -A.-- A A - ..f1:0A A A A ... _ 1t5D A A.i:. A A R- ..i.._.__. _ 1G0.0 ...rlGsCG_ .....Aa�C _ ,._ ..._.. ..A,T ....._A A A__ '-".._R.._.. ._....__._..._.._......... ._ t50JA _ -._ ...._..._..._ _. 156.0. -'ArBC ..hQ A _....A .......AB _..._.A A - - - . -ANCHORS TYPE LEGEND GARBON STEEL KWIK BOLT TZ .EXPANSION ANCHOR W/2 1/2'Min. '.EMBEDMENT*& 5' Min: THICK POURED CON(qE'1S(f c = 3000 psi) Bi 3/8103 V 1/4' POVIERS CALK-IN ANCHORS �/•1 1/4" Min. EMBEDMENT*TO POURED 6NCW9.(t'c = 3000 psi)&3/6'o-16 :*CHINE'SCREWS ax3/4'ALL POINTS SOLID-SET A N CH O R S W/7/8' Min. EMBEDMENT*TO POUkE`D CONCRETE (f'c= 3000 psi} & ,.tt 1/4'a-20; 16-8 STAINLESS STEEL MACHINE `\ENV �. fl ��i Fi0W0A BUILDING CCOE(N04 SGgb:Velocity Hurricane Zono) SCT{EYS `SAP'' \GEhIsF %S: c�D n�Tccv ug'sau : DRAWN er: 6 D SIjea;ITW/BUILDEX TAPCON ANCHORS W/ -5 D� 2. 1/4'Min, EMBEDMENT*TO POURED No.44161 cr -^ f . �c Roitt>ss 1<f ss �ia��an CONCRE 7 (f'c = 28@8 psi} _ ---'^"""'_""`�"••:� :l- 'o"'" �r�W 1�C. :. DATE * -- f JCP-ERT SHUTTER SERVICES INC. near TEsrm a Exmxcvu*q eaau r, bDe s w,wEaruocE amvE .�. -wa ra .tiara wemi r»ems * S-'• STATE OF // Z 2[3 0m` -sm r. 1. +-es Pam sr,u cn rt saDaa 20-064 EAIDEDWWT IS BEYOND ANY FLOOR CEWNG FiN1S1i 31'. Av � mo u.oaawo n DRAWING N. / pt �(ORl�4 y�L r_0=1719 ruar.teDoltin e.roc(ra)ar co:n F .••�\ DAL A,m.cn A a E. / +.6' m+r-rw s[tEi 23 or ZB IIIIIIIIRUr � - _ I SCHEDULE is FLOOR TO CEILING(TRAPPED)MOUNTING SCHEDULE 2a MAX. SPAN(ft)FOR END.AND`INTERIOR MULLIONS FORA GNEN WALL MOUNTING A.S.D.DESIGN PRESSURE RATING(A s f) & A MAX MULLION MAX.,SPAN(a-)FOR END AND INTERIOR MULLIONS FOR A GIVEN A&D SPACING(ft)• DESIGN PRESSURE RATING(P.S.F.) & A MAX MULLION SPACING(FT)" MAXIMUM MULLION SPAN(FT) MAXIMUM MULLION SPAN(TT) ML L+�1i7N'.kaxim ©4"x8"x1/4"MULLION G1 4"x8"xtl4'MUILiON, ;r,F'dy7^Xtµ'THICK(3/8'FLAtdGEJtdI{WGN C074 -',1)4"MULLION Gt 4-xB-Xi4`MULL1 N 4'1�Ttll4'TH.'CK itlOOdD. mvlcm URAMMUWON __ ORBT�TATION N ORIENTATION 2. ) ORIENTATION 1 ORIEMAT7IX4 Q��( 7 .E7€:'EN[J.tiON t ORlENTSTION: l�f)-. e '0l711aiUiT1481/1 T OfitENTATON ORIEMAITON '7 ORIENTATION 12(0 ;OMEI*i I p2 END- INTERIOR END WTF]80R. E(U! INTERIOR ENO BllIFRHSFt END END WIERIOR EN71.. WTUWR ENO INTERIOR END INTERIOR FND fN7ERRxi "W. (.f7roma 'J0.0 20'-0• 7-10' 9'-8' T-3' 12'-0' B'-4' t0'-T e'-0' .t2'-6' .9'-B' .....7 8. 12-6 3". -27P-a ,Y 70 B-8" T-S 12'-9'_ 9'-4'_ 10'30A 20'-0' T-4" 9'-3'..,.. B�9"-. 71'-6' 8'-e' ip�0',., .7�'?�..73_.._ � -_ -f_! - B t Y.. 12. 8 3'SD r 2„_O-0• 7 r-{ 9' 3 8-9 '1 I'-B' e 10'-0' ....71�7 ._...t_Y-B •..6 i t/8d 20-0' 6 10' -e',10'.. B'-4 10 11 B'-1' 9'-T, 7-3 .12'-6' e'-5' _ 6 K'_ ..17 S"„ 40.8 7O'�tf 0'-70 B tL_ 6'-4' 8'-1'- �.e'-T Y�3'_ 12'_fi' _6'-6' 12 $,-0'_ B 6'._ B'8_....._8�fi' 1p-8'•,.....T-B... B_�3' a-tt 12.-$ __ T_tl'.... 8 2 77� .48d 1.2R'-O 8-8 - tY 8 8'-B' tp -p 7'-B* .. y'-J'_. ...6'-f 7" 12'-e ,. 9' ...'�....... 20-O'. .6�,-z��_....,:6..=... 8-0�::-... 9 11 ... 7.._-4� .0�-1Y.., 8'-Y 12. 6 T_q'._ -- 8 1i _i3'-C uY10 ...'8.-d b-3" �-.._.�-�.._. 6-O .10._2. _ _ -. -..�_ ........._ ...... 7 4'-1 y-B 9'-0�......_6. B'-?'..._8'-3 72-#' _..,._.6,8' B 7•.....12�-B; �p 26'-f 5-t,t ,7 T-tY S'-B' 9'-10' _ 4' 70"5''"6' 8'-8".._.___6'-4' B'-ec 6'-Y t2'-0' 4�4_ 3 6 - _ B" OOL .14' fl -9 fi 10'_. B'-6� _ tV-O ;. ''B.-4,_. 5'-9 T-9' _.S-4.' - 8'-4' .._6�.-4:' B'-d 6-2 i} t0„', B'-4',,,,.... 5 8 :72-$ �A 1B'-i 5'-8 T-9". S-4• 8 Y 6'-10' 8'-S' 4'-8' tt'-10' W.s „?4' 6-,8-_,.. 7•'B' S. 4!„ B'-Y 8 3 8-_.2 6'-2 it :,, O 3 ._..-: 5 8 .:f7 8 -IDS -tt.-a 7-8 -.7 1t'...,__S•-4" 9 6.... ,7ST-T 9-4_ 8'-0 6 3 d' 0 . _.80- - 71 9 15 0 t2-4;.,,,. .t: 3 T-B' B'-2 U _5'_ a 3' S 6 12 1 BSO. F5-ti 5.--9` T-T 5'-4'-_.. 9�-�,_:. __Q..- _;,OOA 14-2 „5'-f OJ T-T 5'-S• 7•-9' e'-4' .7•-B• _.6'-3 It-' 4.�........._____5 7 _�2 7: .90A �T_2'... 5 10". T-Y' S-6' B_3:._.. 8'-11'. �.8 3 - ._4 0'_-iT S 6-7 i2'-:Y�•..e_.._....... "_ "12'9-SM 5=Yt 'r 7 5 T.-. 9-3'... ...:Y-��.._., „TU80 12-2.. 6-6'.. T-Y S-T T 9 _W6'-Y „ ..�059, ..-.T-1'W� W_ _i1O.a 11-Y 6' 0'- T-7 5 fY Y 9 - ,6 B Ti 8'-8 !1 S� ,6"-8' 5 1p'- 1T. 3 '11DD i1-7 B`-0� Y Y 8 B' 9 J 7-2' E'-1' S'-3 1 t3A 11'-1 W-i'_ T 7 S 9......._..V-9' 6 9 7•..9• - 6'=7 1 -S`- 6'-9- B-1t _ ._ _._--"....:). ...... i}.9 f i'-1 B`-.1 Y 7 S 4 9. 3- � f,i 5 f} 11 J�.. T 6. : 5 B ._7-B• ti. f0" ..�7-9 6 7 11 5- - B•�tO' B-p 12 3 "'�240 - t B. 8 7 7 C 5 9. 9-3-.._... 7-,3 :$'Y �5=5 't i'-9 6'=0.. r a2'�..... 125A fp 2" 8-k';: T-Y 5 70 7 10_ "...P-O -Y-fO" 9-A•. �if,_g;_, ....-�7,0, .� 6r t. -.12 3 - ffiy�.. t0=2 _6 7 7.. .....5-t0•__. B'-3' .. 7-4 4.._B_ S- 6' 9 - h rS _B t' - i2 3_.. .1�0 5-10' 7-9_._ .7•-0,,., 7'-B 8'-9' it'-5' _7-(Y C 1 YZ 3 ;`1J0.0 9'-!O" 8 3 '7'7' S'-10' .-9'-7' 74 S 2 ..8':"9 Tt. T-T B'-11' T-10 ......7 2 T 76' 8'-10' at•_B• T�2" '. 8. 2 72 3 '..:.136.6... B�& 0-i T 7..'__'A-11�... :9'-3' T 5 ...8 3 6 10 }t 140A 9 7`._ 6f 4. 7 7_ 6'-0�...- T-10' 6'-ti 11.S.:_-__,_ T-3 .,,.,_...,.,...-.8BµA' 8 E7f ri t 1b8D 6 iQ' 6 a -7 6- 6 O T 9 7' 4 7-9 $ it I1 5r 7-�4 ..6 3 ''12 3" 14" B'-t0 D 5 7 6'� 6'-p' ?Ts �1B0.0 6-O p B' T.7 6 I 7-9' T 5 Y-9 : 7 0 _ - ,- "'." -- - _= T 8 B 26 17 B .__. ....:__...�-.-..... ..»:.. .,...11-5.. T.S fs' b T2 7 7 1s�4 8'-8" 6' 6 T 7 T88.08"S 7_7- , 8 2 . ...._._-S.. B•-T' T-9' .7 T MAXIMUM MULLION:SAAIbWG SHALL BE SUCHTHAT MAX.,ALLOWABLE SLAT SPAN FOR THAT A.S.D:DESIGN PRESSURE RAIING,SKALt NOT BE EXCEEOEO; t MULLION ORIENTATION IS AS SEEN FROM THE OtrrsiDE(EXTERIOR)OF PRODUCT. _ -;END MULLION 3 fNTERIOR _ _. _ ;. _ I MULLION ) I .Y_•$< R•,,...r Y" ,\�� `L�, -•.j�� .`4.' - FLORIDA WILD=CODE.(Nett LT.th PetwwRy HLrrkaae Zone) t ��P 4��'FN�� 62a2a,TIl1EC6 INC. MtWiu aRAKbt'aY: MULLIOidSPACING;"S" 441$ -; "�` stalri, ztR2rcarsy ti pe/$/>aac Z '• EXPERT C 1 ".W 2c:ENGINEERING COMPANY SHUTTER sER tI+Ls (1\Cr. •._.' a. SFASE O 00 rw,%ImLooa e" 20-6&4 L1 meY ilxaceoaW.com Fppi St WIM,FL 340"d y c? `C4Rt `` v aap67te w mr,"R r��sash,ru tm)mt csea oww9c M. Htd.TfR 1 tRi)t Jr.RE „_�„I u2_ S:SIO'{ Al: 1,��N`P.L.SEAL/5�1V7UREfLF7E npaa4 Lk. aatsT m, c, sueCT.c a[26 SCHEDULE 1b StH13TiJi.E 2t} FLOOR TO GQLING eTRAFFEDI MOI}NT1NG MAX. SPAN!Rs FOR FSID AND INTERIOR MULLIONS FOR A GIVEN WALL MOUNTING MAX.SPAN IM EAR END AND INTERIOR MULLIONS FORA GIVEN AS.D AS D.DESIGN PRESSURE RATING{R sl T 8 A 12'-0°MAX MUWON SPACENG(0) DESIGN PRESSURE RATING 1F.S.EI,S A 1Z4r iNPJC MULLION SPACING fF=° MAXIMUM MULLION SPAN(ft)' MAXIMUM MULLION SPAN(1T) Iwc. atom REM �4-xr4-A114"MUL1.(ON' Gt 4-x8'7A/4"MULLION aK #'XrFi,4'THICK(3/8';RAMNC-Fz)MULLION D AAA boxAtfq. : 4"x6°x1/4"MULLIOPJ� Gt 4°ic8"x1/4"MULLIOAt G3'4'x7'xtl4'THICK Rmw - .- FIANGEI MULLION(µxE) . /? i DRE7ISA1TttR t2( .t OitEFiFaT70N 1 CPoENTATION/2 Ofd}]RTARCn 1 OPoTION/2 U) M04TATION 1 ORIENTATION I ) CR£LfmoN 1 ORIEERR. NiTt-':DP END RPEROR' Da. INIFRIOR ENU INTERIOR END INTERIOR 040 RITFRIOR ENO IN-,MOR (7i4 DeTEREOR END bNlelttilR END 1 INTERIOR 12'-6' 10'-7' 12-a' 3' 1T'-6' $QO t2'-0' ,_ 12'-G' 12-6• t0�7 t2 a 11.-3• 12-8' 35A 1?'$' M1O Y 1is it g 2 tY 6' ef2��$' 11 11' /0'-0' IZ-a_ -. 12 G 10•-4' 11'-6' 3LD Nd-a B 2' iD'-11' ....9-2'� )^-8 1Y U I I1'-1 i' 10-0' t2-B O_�+!' 12'-5' . +0.0 t2 t1' 8.9 10'-9'� 8'_e'_ t2`<"_E 1.} @..- _11_47- B B t2 6S•-'7' 12_g:-_ if-a' q-p'..._ .Ix6 . ISO_ 12'-A'W 8._4 1pA-7_ a'4y -t2'-3 t0' 1T 10'-11' B 1• _tA 5• -fl'-D' 12'-6' t0 a 16'-7' 8'9' 1Y i'- tO-_Y_ 6'-6' 12,�6• 50.0TQ'-4 .[3D t2-0 9-a 8 ,a T 1p 11 jF S'.90 10'-3' 8'.-8'_ 12,Q w:.,..w }0 i' .. B'-7 12, 6' _a3O Il 101 T.10' ..B 5 7=10 17'-fi 4 ta•.. ..f0'-3' _ 8-@ •,•,.tom-8' ",..8••-}• 12:-5•WSa f2-fl` fl-A. B`2 _ 7-a ti 4 R 4 9 11 _ B'-3', 127 9 7' T-9 {2 6' 90.0 1$ A 7-+8' B 2 7. 6 it'-t' 2'-5' a' 11• a'-3' M12'a i a 12'-6':,..f[tt0 t2 p• T-$' fC 6'-1a-e' e'-0 12`-O° 9'-3' .. T-6` I2'-6'- _ 00 -Yx-O' 2 _6'-11' T-Y it•-1T - 0%-1• B'-8•. _ __ _ iRa t 0' Y 4 d'-8:• I 8 11 1p:fl •-_e-a' 7-5• ...Y-10' 12' G 9'-t-',.., ._. ��,2`, 12'-6' 70A 12-0' E f1-9'__.l2_6„ 73.p IT-O_.. 8'8 8'-e' 8' 8 iD�-; 6 .9 9 7 @ 7 6' e'-it 12'-0'12-0• 8 t . -0 12•-6- qBA 12-0' W-5- a'-4' 6•-5 EDY1 l3 9' 1z7 4 0'-9' -9 7 /1 8 10• T-2" 12 b_ 8 t' ....... 8'-@ 12'-8' b.0 12-0' B'-3' e'-1-2' a'-Y t6'_r r ir a' r c 00L 12 0 a 8 6-0- f5 1 9' 7'-a' B-e' 7'-D• 12-a' _Y to t"-4 72 --- - . 9 tfap tY-0 8'-1'.... 8�-0F_... 8'-1 B 1:1 7 0 8Till'12.-1�; 7'ry e2 12-6 a10 7?-0 a }1 ...Y t0 . 9'-if B-d' 6 f0• 22 t - 8_,,-2 t2 8'�6-O' 12'-8' _l00A f2'A B-9' 7'-@' S' S -Tf'- ___ ..___._ _..__ �._.___ .._.._._. .,. ..,..,,..__.1p5b 1`-O" 8'-0'� .7-7' 0-8'». Y-t0 a'-8' T-t0' 6'-e' 1 '-7' 6-B" 1 t'-tY - '-"- '- ... -..5-8' 7•-7. e._e. y; _:f_y'.. _ -0• ..5•-3•...t...,.t_ =19M LE lip' WMITM LOAD.MULLION SPACING 8 SPAN INSTALLATIONI SCHEDULE 2b' (UNITED LOAD MULLION SPACING 8 SPAN�%t STA"TIQNI FLOOR Ta GEILINr- ?TRAFf'EDi MtVNTED WAX.SPAN(f�j FOR END 8 INTERIOR MULLIONS FOR A WALL MOUNTED MAX:.SPAN;8t FOR END a INTERIOR MULLIONS FYIR A GIVEN. .GN-PN S.O.DESIGN PRESSURE RP 0-1 AND FOR 12'.&CASE It 8 B'A°(CASES III 8 III MAX,MULLION A.S.D.OESIGN PRESSURE PATI*FG£e a f 4 AND FOR 17-0°(Ca-4E(L88IT(CASE 16 MAX. SPACING jM" fdULLIEIN'SPACING(M MA,XIMUM MULLION SPAN (cT7 MAXIMUM MULLION SPAN (i'0 •. ELUBRRI _s.,G�d'x5'xlbd'TNCK '.3f'ta8'xi14'THICK G3 2kTxi*THICK Ag�,p, G S'x6'it1t4'THICK G1 4'x8'xll4'TNk''�{: ~•C73'7xrxt/4'THICK aaLefAa1 t MXypy A� LOti 6RULLIOFt S F:3F,L1QUUION. 7iwunl I � R9RUON [�ULUOti' aW,FIAC4MUUWON G1�S tavzw /t t• tf a7tE/1 ORfNI0.TCAl/ umR tt f�taFant t CAMRUM �iD /i FSARdTslis IT "Tm If ®Ira�i'r"'>mm f aS51,n161 11�IRPTdN/ t i t Ci)fi tit iot Mt (-4t 01 trID 77�ta (a)• 4t w Pot t 3 €=fit (0)fi END INTER01C. CND 7lFIERIOR II1TORfOR QRD I'nE?,k j rvd1t 41ULLIC1hI:. E1RD--. piiF7ikfa END iMVMA WTER4xi DID HTFRIOR Ism tr D - 1z 6 u a 12'-s z'-s' - D x aoR fa a }a-6 la a 1x .tfi 11'D 1x-8• _ •�•0. 12 Cf' 1a.-8• i2" 6 » t�. a a 11 0�.... P iGO 72 a 12 a- 11-@" i t { 12'-8'- t l-a` 4R0 12-0 12-6 11 a. I I 4 t2 6 11 0," D15E1 ._ 12t1 12 3 10 I7 iR 11 t'L'-C - 11-p6�i Y ..rJlSL f. Ia0 to-p - IY 5 t7 it- ((IG-tt 12 a 11 O___. INTERIOR aoc �2 p ir-u To-{ ? :r $D.$ 12-0, 12 3,� 10"a la'-7' 72:-@'.W ..__'..._... 77-L - _..__ 'h40€LION ease �a D 1r'- s a }m a -tipD 72•-O` fxt.p i2 - it-+.- -9' Y SY ..t2-8 tRla tr-r 9•-4• tr_,, t '-- _ '. � _ �_.t aaa..._�z'-0�_ _ __.- �F.�,� a,�,_ s'-T-'' soa $ a tz s y .....ri. .$ .. .,... 12 4 F2 6 "iz•-6' - it-$ "' '"'` @''•0" - qy. 9-a` 0•.D" ...... �__.............._.. IBC.. 8-D tY 0'. D 0• 9-fl D-O ti-x• 12 s iz a tz s• - u-a MULLION SPACING:"S" _...__ C.RSEY ... b-0 12'-4` 17,_;A,_, ,Ni2 @ 12-6' - t1-O +SG 8'-0 -- 9-0' 'dY-D�_. 4-0 .9-0 �_.", p'-D• $a0 $ 0"'- - - 12 3 12 6 it 1 1 Z-6' -. 11-0 B'S8 8=0' - :fl 17` 1)"•-Dm a-D 9-0 - _ 12 2•--.y..� 17-tl f(tAXIMUMMULL{CINSFAGINGSNALLBESUCN Via. .,s'-p'....re�- s D' &-a' ...... „r. 1i'-a• THA7 MAx.ALLOWABLE SLAT SPAN FOR THAT DESIGN LOAD SHALL.NOT 8E EXCEEDF�. ? _ .a a.... __ q a., s ?_::_., a,.,, a-D 9... _ T9 > t MULLION ORIENTATION IS AS SEEN FROM THE aat7 Awl 1s' - 1 0- OUTSIDE(EXTERIOK)OF PRODUCT.........__ ..B p»., a �„.. _D--O 9-0' - q'-U ........,..._..>. 0S9 a O• ..___.. 9 0 ... q-O' G'••O'._..B-D' - a-0 _%G... tY - 9°__,tl" 7-11 S-0; 9 0' a_p.... 9-O' 9'-0 9. O 9 D' a-a JI p' �E\�.t tip (Fors fth %locity Huricane 7•Rra) �it� FLORIDA'itA SUriD�Ns CO ._TIRO �-l� .•...,e,J o27w Talcw ax DRAWN Bt. ..IIDA $-0 9 S 0' 0 Y a Esn $ - _ B-0. @� e s s o w a �tEN Nautilus fop@ a D 9-0 s a + r 9 s`'-0' 9 tF ��- ... _ a y I" ltollingSh eftcrSf+a+n+ o6/a/20:o tlLp_ IC.-n - s p' r•->r. ".7 4•• a'-o•....._....._._.... 4 167 = t I .E C.®swl:. EXPERT IMC DA,t _. . ._............. .....___ -' _ RT SHUTTER-SERVES lntx TEsnntr a aalNEtntna.caueAnr S ' 9'OF HILTL r.S'i TSC , OR - 9'-O' 71'a 60E LIN "rU0eN:'RttyE C GAJ nsi +�kra..r ..s�wra� .u u,w 20-064 NOTE:USE'GE-IF ANCHOR R.SEES C EDULES 1 HUSH SCREW OR POWER FASTENERS, -• PORT Si•WOE,n•"M DRAWING N" •U'• STATE.OF _:-/ r"rea t:aawo«u IM1t`l7GE•60LT ANCHOR.SEE SCHEDULES 1 8 2 tXi SHEET t0A Jt' ' 14-S05!r Cuc.TRY[n-.TRIO' /C• t,.. ..,r..[.-- __. �AL?ER A.7S1R �[n r. tfi•�J7.E•SEAI��GMTUR•`•JDATE'.. fl01RCA L:,/"44t57ar -°NECT 26 ar Zo F`arfrjf7ll(f Ittitiltttfd'''• . •: SCHEDULE1c SCHEDULE_2c. FLOOR'TO CEILING(TRAPPED}MOUNtlkd WALL MOUNTING MAX. SPAN((i)FOR END AND INTERIOR MULLIONS:FORA GIVEN MAX. SPAN(FT1 FOR EN AND INTERIOR'MULLIONS FOR A.GiVEN x"ka! A.S.D,DESIGN PRESSURE RATING(R-s.'Q E A 7'D".MAXc MULLION DESIGN PRESSURE.RATiNG(P.S.Fs) & AND`7-0 MAX..MULLlON SPACING' _ .. MAXIMUM MULLION SPAN(E y uNc. ( __..., MAXIMUM MULLION SPAN ocAec±1 ©4k6"z1/4"MULLION G '4-WXT-MULLIO 'T'xI THICK(3l1 I 4Wx114°MULLION "�irxiwTWlt I x .h CREMATION_#2(G)t ORt7FTAYlON. 1 44t OWMATM i2 : ORE'MATWN#1 #4 :OrLF1JFA7€Cd7.iT .E ;•} ,'t "-: _._. ._'" ... : . 'ORIENTATION.It:## 'GMENTATION 2(II't OWDUATION it :.ORIEMAWN;2 otalffiHrath`,w 2 i S END . RID80R Di0 I INTERM ...END i IMMOR ENO wrMmR. END 'OAID sDR END 01{E,R10R. ENO PeFr'',IOR.i END .I rabOR END I WIMOR .00 1,GiT"MW 1Y.. 1Y-6' 72 6 ...12 6 rf2'-6:•. 12'-6' t :-G'.,; 1�'-8 -.. 72 6 i 6 Y-iY 12 8 12' 8' ._72-0•'. 72. 6. -:�.17-6' :1? a 12�-b .12'-6 72.'.d" '17-r -38A r TQA _ _ 0 12-8'- '17-8' lv=6• 12 h. :77 6' -i2'-6 12-6 Y2.-qi°- i2'-8' 12'-8" 12 8 '_sap - :??-a- 12'=6 .t2'-8' 12'_6' .12'-e' 72�6" -t2 6 _T2 6• 12'-6 :- f2_8" 10A 7-0' -12'-6' 17 6- 12 6' 17 8' 12' 6 12'-8 •, ,.,t2'-6• 12 6" l2_-6 T9 6 .N1Z 8" ..Xw4 12'-8 12'-6' IY 6 T2'--6' .. 12'-8':" 17-6 tY.^8" .Y.% 72'-e'M�2' 8 t2'-6' 12'-8 77+t:' .12'-6 12 8: �.A 71 A , ':7".O 12'-6' 1Y_-0,',. : -f2-8.' � u12'-6' 'iT- 6'Y 12'-8'. 12'-6` 12'-6• �1Y=8t_ 90.0... 7'-0' TT 6' •it-7'� 12 8 �-.12'-6' .12'-8' 12'.-e'..'12'-6• TT'-6 F2C-G 12 fi 72_8. - -T-O- 12-8 11-T Y2'-B' -IY-6 .72'8 t2'-6`-. 12'-6' -_6 ..: SH.D»:.. 12:V -12' G 12.._.3 12 6 tE=d" 2=6 ry12 8 .>�.12'w8 7�4 12_G 11 3 _.. 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T`_0 iD-T• s 7. 9'_,0'_...7 t;-a• t2_R..,. ..io s._,..: toy 771- 771 1R0 T-0• -10 r_7•^ 9 7 �9 to ., 1 .70 12'-5 -1L 5 - , •� B 9 ":.'9 6... 'il 7 .-•' ,•• .w»..,. _ ..1V-5. 11- -10`-11 , 5 1Q Z' B-5?.W 9-6' T-a' 8ro70...9'�S' . 9'-! 41-5• l--8' - IW' 1 -1a'-to t2-a'' ._.-.Yl.,5 ..... :..10 1 - ::1X-9 ? p3,.. 3'm ' 1�0 T-0' 9..6•... �9'-1' 9 l'..;�11.3.-. :ii. 2 : .:8'=i11� 9'-f0' 12'd•` .11-1 �.'t4�"t :•x'.7 8...8, i. 9'-t, �9'-T':; tt'3`.,. _- -t ' '! _ _ _ . llu ......._.,.,... - _.__......_ .. ,.1QtSQ -w-A _ 11'�2.• 9 D 9 iD' ._T2'-6 9' 7` 12 f>•':..<._. W.:. ..:..... 1f0A 7'-D' 9'-3' 8 11-. 8'-10" -71 1 _ SO'-10"` WT. {y«D 14'.9 9 5 -.42 8' Y.-D ➢'#3' " 8'-!i• 8.:ta� B-10.. 8 7 ,::10' 41 10=7 9'.-7`, :9-S�• 1?-5. Sa.. 5 ._......_}. S' i "12=G' T'-6 BLo,- B'-t0'. :.'-X ....»._. ,'"-: '^.,.- :. .. u,1.14s& .g. . B 7N 1' 10`^7,..,.„' 7 120.0 r�gry 8-8'" 8 d '-rC 0 TO 9 �cta'-3 9 _ .... ..._. ._ ...:91-5. 12 8.."•, 10.-x .. ,:4';iQ72 d:. t;rit1 ?-a. _8 0 6'-8`. .,8 5_ ttY 4. 74 3 _t9' ,-?i•', ....:. �,.. 4'-10' t2_e'._ _ 7• - _ 9-f ...t.g,.,7�. ,.1�8 ;;fy,I,i, 7..y ..:,, -H,�a^ ,-7";�, 8'-2'. 10 7. TtY-fa' 7-d- 9'=1 :a7=8" A.-7•, -77-6' _.� +�i3DA dwti 0,-4�" 8'S..":.�.:„fl-Q '10 8 .,,8=9' 9'-2 8.. T1 12 6..' 9'-8 g q •,12-&...,:..' ,....a.�.;7�-0.._ i.(£'-�4' $ 4'._: 8 p..:_ 1O 8':. _ s 1 Bs�LL: iT a 9�-a ,':. .:.1.x1$..Q„_ .. .,M., 9 10'-a"' tapA ''-0: 8 D 9'S 7''7` ':10 i .e'-a' 9'-D :.,1N.li <p ...[t _ 0,b 8 5,;,,.. 7' 7'... .ta'-3' - 9-Y &'.9 -0' B 7 lffi-9, 8'-0' ..,,1450 ?6': 7.10.5 # 2 7-°,y ..:__9 R '....91..:-2 :. ..6.�,1p 8 8' 17 6 :9'�:2' .'.:Y 70 f2_'-a - '...i _.._.:,_7�w6 ._"Y f0 ;.BIZ,_... 7 S_,.. �0 ._.»_. ..`.:8 7C _;:F"-C µ:Y%+8-. T;_�-•....... ..._._ ":'J2'b. .7`«a T& 6„:1 _7.a•_ -70'-0' 9-LY.: `e 99 ;8'>4_ .--6' - R By 12-6•_a 150A -4�„ Y-B",,_, A t. 7 b 9 5 9. 0 8-9 6-4 12-6' 8' Il .:.ram.-,B :1 _. MHO,: T B' ._ _ .. A_3 i2-5',. 8-9 - .;7 8 _t2' 8 _lsso ?'-0 ,y-�d' 8'-4" 7 2'._ 9 10.'..:..lT' 10" -.$ 6 -D,'_-3 Y2•i5` -7T 8 12 ...1�.0 0'+ 7-a. YIt 7•-0 .:-.' 8 ta'.IB'-B'. e'-7 -•-8,-7•-" 12,-2•:, a,=H' ..YS f '-8 .t Y.-Il, tt::" B..t _ .. 1a A'°. MAXIMUM MUlltOtd 9F?t1CiML�SHftiRL BE SUCF 7tiAT(NItX, qL1 OVYA�6 S '$PAN FOR TfiaTA,S.Do DES#6N,PRES3UItE PAT lNC9 SIfiR[J NOT BE FJ(CEEDED. j W1ULL ION ORIEPdf(a[#QJVTS A5 SEEN ER( t C1iE OIJTSIDG'tEXTEEttct#tj O PROL)UCT; - � NU 1dt#11.IDM1I II 5 2 F !J j �-- ttdTE#tiDR - Ilnitlrtl5* .�^„ DA pUii Df"G CCF4�_(id.jiig,,'Vlpioeity Hurric0ne ZOnc) iZ �,.��¢L\ �m - i`7 $il3» CRA1Yw Bt'- D , MULLIQN SPACING S',`'' `�- _ �_ Ro1lmg3birltezSpstcrs oe/a/xnza w IL. IE_ I Q Gat. ry p �¢��q 1� {� c pnh '.T'gftH4 i CNGINf:EBIN4 CDYf+0.NY r ERT'SHU I MG SER ICES'INC. 64e.W wwnnaat t R utC a 1tfit 4r �!�J/� _ '000a.4am raRT.sr LIbE rt x496A to f as cra. tr.P.E. u.b Ha+x frrn p0W06N .. ., ...... s .; -.. \'a'"y'.LSEA6 &IG.art1URt•1riaTC: nzlpr„�:i:.,�'gataTna�rbe. r �•snErrzaorza 30.O W?: 6ff.yyit�i: s