The URL can be used to link to this page

Home My WebLink AboutProduct Approval w In t ii s Bcm,Home Log in Us¢r Reg;strat+on HatTaptcs SrFbmtt 5.t tga g r5•tat50.E tDubitwCoda Coniact`U4 BCt5 Site Map LthicS t Search (z Rroduot RAproval; USER PuW:Ut a _ .. � I nt dod.Amr.0VAL, nu>,,�ada arAapt#4¢ttnN aarch> ygpitrbtaan7ast AppUeatiortA.taU AppifcationTyJse Ravi Code Verston 2Op Application StatuS'; ppraye x F I Ctsittment`s File * ' rchtved_ Product-htanufacEurer - XperC Shutter eNices Inc,,.�` y� 3 Address/Phone/Eitaii I626 SW 8(trnore �nrt St Liipler i t984 �EVIEWED FO cauexpe tCadtc ;; CODE COMPLIANCE } Authorrze l sigpat�i> Michaela� ssepberg ST. LUCIE CQUNTY =4atlexpe�t�ds'adl com r- I ,.� B®CC ?ethnical;Rept•esentative:_; �t�tchaeJ iieissenberg� ' , Address%Phona�/Eritaft ij1��62y6,SW`Y�Jlfiii iar ,,yb w Callr:xp'hr�t�3aoJkc'orrr R ; I Zk Quality Aseurance�Represgritatve `°; E1��chaei Heisseuberg , _ ., Address%Phone/Bri afi =1626 StAJ BtMore St Part St'Lucie,FC�34Q84` , CaJiExpertC�api.dam. �- Category'; Shutters Subcate9PrY: Roit tip`; Compliance Method valtta fon Repots Girt a to tda 2egtstepos A.. Jh ct or a:Licensed�Nsir cia. Prbfessionat Engineer ..... `��Eva(�ation,Repart 'Hardcopy Received . ; rt, I 'E7anda Engineer ar Architect Name'tNho desieloped th+�`Waite,r A Tilfttgrft�E S � I Evaluation Report'- - r � � ., I Ftor�da L1cen5e PE 44167 t Quatlty Assurance Entity Natiarta EActret itahon and,Managet tetSt Institute' Qua3tty Qtssurance ContracksExptratiory Oat> 5 1 1j vz1 Sfaiid�3tedSyr � - '�ohn tftlrlCnezet�l'i,P�q ��UalJdation Cb�ckiFst ftarcfcapy.tteceived I "Cefttiicate of Independence " x1 r , 5 RS CtSTx COI drevo,,�U 06a p f£1Bfere � nced Standard and Year�oj'''i lord) > .. _ .. hear ASTM E,1986) 2012`.` TAS`?01 1994E TAS 202� 1994 TA5 2Q3 199�, i EgUtvalence of Product Standards'': terttfiedsBy I Sectfnn's'From t15�'Cods Produ'&Approuai:Method Methad,:l Optfenai Date Submitted =68,1104J2020 .;Cate.Validated 06>19120zp Date Pending FBC:'/ipKovai OB/1912024 Date Agproued, t10/13/2020s - 'sum ma of Pro iricts::;. iZ246,.1 tVautilus=Roiling SliutterSyste w ExEnJiied aiurnntiriy�Nauhius Rotijng Shutter System i imts'io Usa r f l i Installation;<nsir�ut Lions Approved for use m HVfdZt Na f,- FLi2 24b R�`ii E�tp err 5ht{tter-PED Drwg 2_�4 p.� Approved for use outside NVF�1r �fes Nerifled 8yt Waiter A.Tlltit 7r,RE PE 44:157 Impact Resistant YesreeEed by inifepefi�nt,Third Party Yes, Design Pressur`et +160j i60 Evaiyat+on Reports Otherr5tate Missile Loe1 D tutitd zones i�2,3 a dg4(basic, �#Et' R Fk e,tShistter PER Drµig 28 064 od, - pratecton oniy�.Pressure rating F'90,30 ps i at Z "D"Spar, Createdtby InilependetitThfrd Partyr fen; {wall mounted)arsd+150;. 160 p s.f at-8' 0"spanGi�il mat,nted)witFi,1 j2"40'-som sheets 15,415 rind 20 fqj addAla a(pressures and.spans Errs$iai .�9.f3.1�•'.�.,..J_!;' topb Yt•w.f:"lallahae<Qe�!92399 pKona $5$«iti'�!1$24 ., TEta state of.hWa Is as AN/ Eo a r pioyer n 607. g�� t Qf lorrda Stacement Atzg s bil+cv`stateme�iE t gg n p�„pS; Under florrda faw entatt addresses are pubadtMdrd5 If you do rsot waictyour g,nta7 atldress tefeased;in respott§�m a publtairecordf req"vest+do not send eEestfarii� mail to ttiis;oniity instead contact dre office ky�phnna orby tradrttnnal mail if gait tiAY tiny questtonsz pleases OAS 7s7.1s95 ^ptirsuan2 to'5ection 455.275(L},. Florida Statutes,effedtiJve ortoben 1 2P22,,tEcensee trcensed Unger Chapter45,FS mist`ptovide tfis;t]etrarhheifC with an eaitatl address:f they have ono The mmoiis. providQdinay,be used for offlcrat:'comriruntcngon WFdt the Iicenseff�.}.jpvttver e'rrtaif addresses sre pols)ic:record ifyou dp notvza3h•to sdpptV a personal address;please. provrda tha Depertmaitt vritb ap�emnil addr�.ss 4vhicti cait�6e rnade,ariaiiabfd to,tira pbislfc Tcs',dhtdrmirte�f you ara�ticansee,un`dar Chaptara55,F.s.}please iticl,if'rw�-. - '.,hroBuetAS1P[ovatActeptY 2 z , w, f i;�li G'c'1CC1 aafa� i I 8.ANCHORS SMALL BE INSTALLED FOLLOWING ALL OF THE RECOMMEINCATIONS AND SPEC.RC1dtOtdS OP THE ANCHOR'S MANUFACTURER, 1: NAUTILUS ROLLING 51iUTTFJi SYSTEM SHGVlPi..ON THIS PRODUCT LYALIAiTYCti DOCUMENT((P.ED.)) HAS BEEN 9.ANCHORS REQUIRED FOR STORM BARS CCutiECTIONS SHALL BE t5 SPEOFIED ON APPLICABLE SECTIONS SHOWN ON SHEET 9. VEMSED FOR CCMPLIANCE:IN ACCORDANCE:WITH THE 202D(7th EDITION).OF THE FLOROX BUILDrtI.NO CODE GLFC-IMS IAJINUFACTIfRED [sY oE1YALT. fNG, NAUTILUS ROLLING SIiUitE:2.SY5T£Ff SHALT:NOT BE IY5TAJIM AT HIGH VELOCITY HURRICAN'c ZONES W1A1.8-➢DOE rx3{4"SOL9}-SET A}ANUFACiU1Lf0 Sl AIL POINT,INC. /BROWMD COUNTIES), 3/8'o KW'lX;8aLT TL�MA.VUFACRIRED'B7'HIL;I"DiC: E 5 16"a&ON MANUFACTURED:BY ITW BU;LDEXp.-!KC -. DESIGN Wd#1(DADS SNtti.:BE OETER61ISE0 AS PER:SECTION.18GQ OF THE.AOQY'Me.NTitlNED CODE;- -./ -.. FOR A BASIC WIND SPEED AS REQUIRED BY THE,JUMSDICRON.WHERE THESE SHUTTERS WILL BE tZLIALLED MNIMUM.,EDGE DWANCE'.ANO SPACING FOR ABOVE UENTiQN ED MPCHORS.SHALL'BE:AS INDICATED BELOW OR AT ABOVE-MENHONED SHEET. f'CR'A DIRECTIONALITY(ACTOR P(dmo:85:USING ASCE 7=18 FOR tNSTALLnTtONS UNDER 202D M ... EDGE D,�'T,AMCE AND EMOEDMENSS ARE BEYOND ANY FINISH MATERIAL A D sHACL m&EXCEED:rHti,UA%ENNM(A3.D.)'DESIGNFRfS$I$�'RA11AW 2I➢fGATEO ON SHEETS 15 THRE3.18✓?20'TMlBP 2& 'EMBEDMENT IN ORDER TO VERIFY THE A80&CONDITION,ULTIMATE DESIGN WIND LWS DETERMINED PER ASCE.7-16 GROUT FILLED:OR SWILL BE FIRST REDUCED TO AS.O.�DESIGN WIND LOADS BY MUL1iPLNNG THEM BY 0.6 IN,OROM TO' AWHOR': SPACING 4 106% EDGE'DISTANCE 0 10OX CONCRETE CONCRETE BLOCK TO COMPARE THESE.WJ MAX;'(AS.0)DESIGN PRESSURE RATINGS RNDIONTED ON SHEETS 15 THRU 18,&:20:THRU 2& 3/B Axt..T14"CALK-INS 3 3/4' 4 1/T" r 1/4"(300D pal) NOT ALLOWED llrft'2.iN'ORDc'tr'TO VERiFY.TTWl:'OMPONFlh3 AMQ AkHORS 0$145 P.E-D.AS.TESTED�WERE NOT OVER"STAEF,SE➢ 318*03/{ SOLID-SET 3' 47 7/8'(3OD psi) NOT ALLOWED A-33R INCREASE IH AllAWAfHE.STRESS FOR WIND.LOADS WAS NDJ USED.IN THEIR ANALYSIS FASTENERS '0{g ILK DOLT'TZr 9' .. 4" 2 1{Z`(3060_ps7} M1KR'.liiL41YEA SPACINGS To WLWD HAVE BEEN DETERMINED IN ACCORDANCE WttH N.O.S,2016. 3/16'6 TN'CGN'XL� 3 3/4' 3 1/8" 2 1/4'�(2899 psf) ktK'ALLOWED. 0 NA,I LU5 PoLuND SHfJTTE.R SYS zWs ADEQUACY FOR IMPACT`AND CYCLIC,RESISTANCE`HAS BEEN VEfiiFlED Tti: ACCORDANCE;WON SECTION IW9:1:2'OF THE AFDVE'N.EN11ONFD CODE AS AMERICANJEST LAB OF SOUTH SO..ANCNOR3.fYF_Ot112. FOR:MU& 13 f:OtYECTION.i.SHALL BE AS SPEL1flED:ON APPLICAfit£SELT0135:-SN611N ON S3fEETS 10, FTDRMA.RLZ?ORT:4'1030.01-08.AS PF7i ASTM;£1996,I 1886'AVD E 3SD STANDARDS;OUALIFYINCr 1.DA. 11, 1 tA. 1T. f?A, 13&13A. . tNSTAUAT70N5 FDit WIND ZONES.I.-2..3&4 MISSILE TYPE D.AND ONLY APPLICABLE BASIC PROTECTION ' INSTALLATIONS,AS DEEMED BY SECTIONS 82 t_t.6.2,11 MAD 8.3 OF AM E 1996 SEE WETS 14&20 -WTK BOLT E EXPANSION MANUFACTURED RED BY KLTI,,Wil tB7'PaLn, INC. FOR ADDITIONAL UMRAMONS, � =WEDGE-BOLT ANCHOR,M44UFAMREDD BY.DEWALT.`tNNC. 3.ALL ALUMINUM EXTRUSIONS SHALL BE 6063-T8 ALLOY(UNLESS,OTHERWISE NOTED),SEE SHEET 2. MIWW EDGE DtSTANCE"MID SPACING FOR ABOVE'MEIFTIONEU ANCHORS SKILL BE AS INDICATED BELOW OR AT ABOVE MEM 014ED SHEET: 4,'AU.SCitE'dPS: EXCEPT EiJO`R£TENTEON SCREW - . EIXC DISTANCE AND'.EMBEONENTS,'ARE BEYOND,ANY nNISH MATERIAL .. ,.. (( 1 s 0.BE:STAI LESS STEEL 304 OR 316'SERIFS WITH SO foal EMBFDUDW TOM, YtEtD STREtIGTH AND 90 kal TENSILE STREt.'CDT�t�'CORROSION.RESISTANT CCATED CARBON STEEL AS PER ON GROUf'F1LtED OR :. 50018-ALL,S.D.S.ARE TEK SCREAS-MANUFACTURED By TPA BUILDpF&SHAfL_COMPLY W/,FLORIDA BUILDING ANCHOR .SI+ACtt:G:0:166X EOGE.DISTANCE 0�10OX CONCRETE CONCRETE ELM CODE SECTION 2411:3.3.4. 3/4-0,KW MYTZ 27- 9'. 4 3/4•-(3006,P4 NOT ALLOW: 5:BOLTS TO'BE ASTM A-d07,CALYANiZED bit A1Si iO4 OR'3TB SonM STAN.LEZ"STEEL WITH.36 fiat MINIMUM 1/2'0 610%BGt1',i'2 22 i/2" 7 t j2." 3 1/4"(3Tf00 PSI) NDY'fLLOI'FT.T3 YIELD STREHGTIL - 3/8`d�T�T.T TZ 6 4 318 27,(3DOO PSI- NOT ALLOWED ' 6..NAUI4US ttQLLfHG JiLTTTE$a:BLABS U:S. PA71]iT5@,095,226AND:.�7i4097450. 1 ALLOWED %T'O MS-N t 7'162 7<t2' 2 t/ ';� T . NOT ALLOWED: 7: ANCHORS 10 WALE,FOR SSE'RNL.SHALL.BE'AS FOLLOWS: 5/8 / { NOT ALLOWED NOT ALLOWED U?TO IDEW^I7NG POURED 66RCKTE:"61IN.•3a6O>p:el COMPkESSNE STRENt'71 ti_THE IkST¢LUFS?LJ41 COEftRID TOR 55;1T)'SFid/CAULIf;AIL ",. PRODUCT COtMRTNENT EDGES Wt6CN REMAIN'IN CONTiNIWUS GONfl&WITH T}iE:BUILDING. '5-/T6 it .XL ANCHORS AS MANUFACTURED 8_Y IIW 8UILDEX.;INC.. TO PREVENT tMif,/ttAtN I¢7TRIL5tbN,CAULK AND 5Ed�l.PRQDETCT;TRACKS ALt ARDUtdt PUW t.ENGTN. A/f,INIMUM!86LT 3:AN Z AS;UANUFACN MD BY HIL71i;`ING... T� � aTN£t7E5Pt3NS19RJ1Y UP';lpiE CT]NftCR{T�+11 T�i(Er�'THE SfiUNON�SP4£,SIRUCTLTRE Y(MEBE PRQb.fCT'�tS>70>8E ATTA(RitQ TOi 1NSLiRE^ROT T2t la HOt �T s bDUCT Btt¢tSl 3FIC1 .A1fdCF 4J TCt:;CD BUR 8t0CE1¢K21L8S3R F&FME*IiU1LDING& .,}. usrD PotiaED'caNCR sw.u::�Ei ... 4"FOR'S',16'4;TAPCONla.ANCHORS:&�sE;2-1/2"FOR 3/I?0-KWIK.BOLT 3`.ANCHWZA... a .'� a NQ tXiBEDM>3it BJTD:57UCCU$HALL. CONSIDERED., PART OF THE.REQUIRED,EMBEDMENT:: i3x,`1T{(S PRODVG[' tIV571tL1hTIDN 5ffhLf.GOM)'�Y W'�Rt¢Its SEEG.`rt lNDlt'nl}I+t16',,T}ISpfiAW)ttCr PLL!$k/lttY RUfI.T)ING7U10OT'ff2'iG'REGULAP.QNS-.PROVIDED 8Y TTiEwitURUSDiCttON W)iFRE PE1tNIT 15 APALEED T(Tt ' A.23 1ifNIMUAI EDc�q)SThNCE(ED.}UIfC P01IR£0`CONCRETE'SHALL 8Ei ' Y 1'OR S'rrt8 6 UPCON KL;.ANCNORS&,5'FORS/8'ai:fEPIIK BOLT 3•ANC7{ORS.EDGE;:DISTANCE 5 BEY(11lD s^ Sf4 EItF1AX3 MEGNANI5M kiQ'T`$DEBT 0"'THFS;11PP)iRVAI,: , t �r.,». ' At/<flT65H MRTEFOL 15,.'tq 'THIS PE:Dr P}2EPARLO'AY'TFLfS E1;2RiF.ER 1S GENERIC AND.Tri3ESsT,PA`i�7f17E'ENFORldATWI`f .OfT A 2Tfi SfaZC#E•TO P T;ire:WHERE'THE'S?E V Ci15E:`.MT:PRECAST,STONE;;'PRECA,r"F COIiCI0.7E:OR.6REGk PANELS,UENEER..OR,`.PAVERS;BE:F.OUND ON 4�HdTTUO1tS DEV{ATE.fROM.,T1;E P.E:D a t��'t` ?FtE..aOSTING viALL-OR,FWOR:,ANCHORS'SNALL TAE�Lqf, EP OUGH TD_REACH:THE::fi IN i§56 TURE,B&IND'= 3 N.N.».�> Pp "I; ,. ,_ 'i(1'�i 2;CT(TFA OR'(D;TNa SPONSfBIF,;F'DR�THE,SEEEL?iQN F4tttCNASE,A° 'INSIktlJSRNi�dCiSST$kHIs ik'E'.+hFETY°#}F'TfIS>FRODI.,CT,BASED ON THIS : �� P,EO$sEt{FV4D D L pO v i tI SATE FL CM�T CtlNOIFKTF)5 t1£FAILE#O$? Opp CO71i" ON AT.SITE 1SfTHE TO E mmr,GOUT FILLED CEtL:CONCRETE BLOCK WALE.AM C:-4D. - COILT1TACfOR'5 R£ tt#LhY x .. 3/T6�YAPCON XL ANCHORS AS AdANUFACTUREO'.BY ITW BtIIIDEX Itit). >aj,�TH15 P.E,fF..'WdL BE;GDtiSiDtD1£D FN�t7b 1F AtTETiEO BY`AtN'aMEAHS T}LINT 1 SKILL BE'2'1/4')}Ii{fltl&tiEAtB£D11tifI7 5 TAPCON.XL;ANCHOR$:w9Q 79V 6FT ,FIRED;fXLL,PPC C�'tE BLOCIW •<;'(d-Sf1'1~�i?ECIF)C,.pme ;cHAIi,F:QE%PREPAfiED'BT��A'FLL1Ri()A.-RI:CIa"NT If"p�3(idEER'h;0$A:Rr? L"T d1ElECf1.',W1LL,BECbhIE TNP ENGINEER;OF SKILL , d i."E:O R.),mft:::TN1 P{03ECT AND'.IdHO'`WtLS;Bf?RFS7DNSIf 1 k R:THE PROPEh,USE QF., iL F.EO:'EfJf.6�'F�,id.Of REGORU,.ACING'AS• BECiAEaYl ItiiQ;9TUCC0 SftiLLE BE'CO7J5IOEREi1 AS,FART OF"TIfE REQUIRED:EIdBEDktEY[.. 1S DkI,.Crick 0 ENC'NEST¢10TBE P".£B ERCtNEERr StiAt.».•SUd1EIClC�` �tRFT+��E`TF?STIFF{iaPx, C' BZ4k FP EW q TD2�TifFINUM'EDGE'DISTANCc(ED};8E;:0{.W6`0 TFPCON XL ANCHORS INTO GROUT Hum CELL;CONCREEE 5r� •. ,8LOCK,SHALL BE'4*J-EDGE DISTANCE IS B£YQND-A.W,,:FRUSH-4AT£RVIL - I... eY'Lt�TS p>i.D;SHALL.13FJiCT'T}1E DATTi;�'AIdD tl TtAf.'3FJ,LyAHP' NA'{U, "`^DF` t(PR`tT T:`+`}1PJ'L .:E{ 7d"R`/'a,1 -� RECOtTD TftPfr'PREFARbb Tr � ; C,TSE TiU1T RR£CAST`SCONE:IPREQ0,Zf' NCRETE COW BRfOK VAN.EIS.`VEFIEIIt f7tt�PAYERS$E,FOUND ON:.`. .• " , ,., •," .,. , 4 ,, THE`�EXIST.NC WAIL.,fit-Fi00R.:ANCHOtiS SHAtL'BE.LONG•O7000N 70'-REACH:.iHE MAIN SIRUGTURE.BEHIND' iL`t ChLICIT fTItFACLUREI3'SU19Ek-.5HA1L$E"(.'•GITED OL Ir;NF.�DtL'T U�Bi ll 'Ft6hl�ATrPRDGUG TIN ACOC1iGl.ttOE'+kfl1TCISEN.TtOT11709:9.3 OF - ,IHLt)PANELS: :t {tDRIDA 13UIL1ING Cf50E;•OP?E LAAEtR;^!i L DE:?li�4tED I;tIR.EVER1`OPt.MNC.r LA6ELIND?Q LY7fXPLY.WITH'SEG'llOT07pis.7 OK LHE FLoRiak BUILDING C➢m :>. 713LQ-.11RAp�Ki SK4il oFELY• ;TtS£D TD.,. SDUTNERt�IP02,FW"tiAMG milNtRUCE=PtFIE-FlR-SOIJM(G-O:78).DOUGL.hS-FlRLSOUrN(G°'0rf8)ORS'. \``� 11fLTUlf/f�iy:'.f75fT ]Vk7SlN7T'78'Y5TAYQAPT.IOt1,-g ._ - .'F�GRIDA•.$110.UDiG;GbOE. Ygtt.HitlhiVPolacky,Hurricane Zooid) ti.; „ a GRMP s/16 fr rv�cA. e i xi ArIGHdRs As MANUFACTURED.BY mi BU ED£x:INC: 3�@; _4 r � m n ca c a ut1 it k M.P. {}gKIMUM gf6EDMENt.OF yPgQN;XL AtiCHOtt$;.•I;YTO.`TIE%QDQG,FFkWE.UNIT'SM3L HE 2.1/4 PMY",,ICAL ,t 4 pC os e/2om >;t�i�EADED PENEtRA110N. .. .. 'fYQ i'�,F t '. LITOII�:SdT3�SS}5HA7- DATE:.. IYO fkEBE'DNEN7.tptTO flN15N MATER9L.5NACL BE CONSIDER `.AS.PART OF 7fsE REQUIRED,EAfBEDFMENT f .,;-.. Inc_ '- = `h- _ - �.s ,i vt'CS'+1NG&:ENGHtE[fPNC D�FVS�Y f 1XPERT..S{Ui :SJIC5,INC. ?SEYCNO;ANY M ' ) .....a.._ .c /.. rpm '$ tE`�F �["-Cr 2:m+C�' ua Ic'°""' i,at i s si2csn. ailaolat - ,: Rt sr LUtr+H OWYK 2Q-064 MIRILNU'ETXTF DISTANCE E_D: GF.7APCtl1V ANCHORS.IN'O WOOD.HAU BE 2'1 4`.EDGE DISTANCE IS _ �, C:S)1N•CRS£.THAT.Pt2ECA5T'5TQNE;PRECAST CONCRL`T£''OTL BRICK PANGS.VENEER OR PAVERS 0E'FOUND ON gQ.t` .':F( �� ,.'t4 I: ..._.r 'c6�0F1n "ND'nr yoo* ram m-uam PRAM c N. 1H@�EXCSIiNG WALL:OR FLOOR,ANCHORS SHALL EI[LONG ENOUGH 70!REACH THE.MAIN STRUCTURE BEHIND � (t`. . S�'"'-."""°"o^"��""�"""'�"'-"'-' h'u'7ER h`" b At e THE-I PANELS. - � s'f •�°• �j� 'tUtTllRE/DATE•: ....-. TUSaIu U a{eT Z n a..T� =*` �. sl¢LT rx o!'2a rtw w� mxmss. e f -- rscr `u"",x3R3 35'lrt3d ,.�,�3a�s�^u•-R y�y�y� � ��F�1 (� (�� ;V90 4� V�liI�IY�.�Ylt�tl may IM NO IT Be W alxa ;?Nt S3�IOt2#3�r t13�.ti1�1S ,L?t3dX3 .ertrana�a �5�331n1�?A iNcG lml - 9.; oo � ✓!af� " : M,- :�rn�mn �alccn QT17 WaXYL Nan 7iNlts 31� 3ddi' �� r ��«,Tn'�rir�+'4:. x�xtrrrRiersr� .� t NOfi3{�k��Kf7 Z� cm+rr� it ��y�p 1 ♦p �30 fi7f�+t fl$ L:lt. :s d� tom, :) �....�w.I�rN a�� § y-"'" � va5tld'`31fYJDIFIaM MON W 7A91 ALNVJ '""^- •µ==' .. a✓ .... mA^�:'Su µ3es' `!7333Ri3$3'1Y(XfTt�,.paa9- �, t r �Stii s �' SdMddAlaP(!iM SXH AOTMIYfWBYflPra11I>19 �rx�t-Yv�pvtE�as.�aSf3 ;tmxaawsarnral �, .. ' 4LdCPJf�#At.Li�rz..3gli .. :. '. '�' L...._::........... ...,•-:-...._..,._mt& '""..`".a`"`""'"" - 'rsu4o ."�' ':."„""'"".'t _"":�'}�, ' � A�+•'}t�R9Ts'l.�jE ..,: >." - air -� ..., .,.. .. �r-,arx�y mnt>.,.3#.re)�2. �{ 9 fi l J � ,.� frJdr�Ip'YN91 1 xi+na��rl {Y7 1W-4o � �B fat' {. # f ¢ YS� m � r Z5 OLLd�r- < sc ac9z a I� y', �_ m� ,eesa wra°b`r..`+vase; sa,tx aYrsBt:t`': .._ $fa'{WT7TyR!.'?Yto39m _ .-. .. I. ) 13U. £ + (� 7,: c3 :. (�{ etl t{t456�1itii) rlddSl4ltAT SI7k3111, yam. �' {rJ l 1 { y z W �. ,'- "� c ?- - ��•ti tr i °� -•—�+ -�sec ,. �.,�,. � £� ,. ` _ y - 14 w � 1 SlDEJEIVD OAF' 'I 5 .SPW THICK H0451dGt. 4 &BTa3�R 624CCET�VAFMBLY CSC}TCi <` a o B ` GONAL AxLE r DER ffilM_SECTION) pq A.UMIMIk,ISTA TER SLAT ,dLUMi6iSLATS 1-10.'Aftnimm SLAT TOR n1$ 'ftA2�AOK�" �4 SPRING GF R�I;MOTbR BRACCCEMO TS 'OIvSING(BAGkCBI OF, FASTENERS a « 76 ! 44 tF2tVIAiN IsECf�C3i FA�`TI?°tt6 _USING(FROND&BOTTOM} ` IS B LION ASSE�ASL �. 9 c rP -m iFtaST E ; OCTAGOhbdL' `=21 CLNNC-CTG?R SLEEVE l�L'y��I�X G'I�14/�Y'{SL/Y'�Yf i�f�.l{� I C��tY,1i'1 C y '� W�Vp4�1 Oq*GONALID4GR 2 [C�R)OW-KhrWigr�I ti Bt X"END,"O'A A 8EM8U`� 'OMPONEf>fts F]"S o il4hh 9e,xiry �� H(irt,00ne lane} ?' 11' ��! �'I62C 7llTCfA INC IMpp DRAIN W. � vi:7R 3 YV..... IP ry�+}�p @jj�t�y.�� +, �h .^'S I'GtV!%.?NUTTER%S ICE W" .y III 0 EEN�NG yt.- {� ;7Y" I,a,('f ''« •'� +x � ( �ic-I 'x 6¢fl w.YIPnNoR y+ F + 2© 664 L .- 3 ,sKruu;(aa+ �a c (m!nrl-ctn - `traalnNa I+a 67A3'�0 ' tWIER t::ti d 1 k,• ..w•� �d�m�nu�rti 31VA/3an1YY9I5/7tt3$-' �Sit5�12111FIt,L�f� ��- Ain :u aNwvLa .oga-aya .�,[r� fs�fnan, ytraw: - eiteoaa-t^s 39Q �vt-ue{wc)wnr,v.s wwo.wue'z c�raa a rwMi? g x*p' = t' y,.. '93TPYdSNL SSIALfid yB.l�S,uY�@ lY=A}YtUl69(t)" ' �NI MIAWS JltlNN'=1�13 iX3 NtldYlOa flNIM33N�LA vP 3fNlS53�1t31t1 .,.m, �or✓e/�. 0 ,7 Y:i;, LYii �s-ai4 it3't'i'115'A:S: A3 .w�t;' tfN4,t $LY15;Gtif".9t.'d,�0i:'3HfIII3�0bi�^,£13�i�S.4 . t 441. jyvcir3x3>it at jj (s) u aura�cr as5 nw(s° �►�saa who aEai CF !ti' ;AB axiM0'33W''•siQl 537*S tbt;i}TliS T !1Hs N?ttan5(Q) —Z evo�i�ng�Giao�o�1�81�[}i62�3Q0�flH f!!Ip`kWH61i` _.,, ;:., yy�yjji A,:lt NV1ti Ba Yi SittE13N.�Jg 5110i1fiX!it lAt6?,�M- SNti�;. .��. f �t"a�.H 213i,1J1NSNlMA.d.�Wl AViY®:fl'�i Y�A.`1A7H�H�3A 3S3'TN.u7,'t _. �t3A1YtfTi 1a .a�t} tt �va,�aRa�i Hs rift ruNn�nLauL,oa J�M��{R�"aTt �r2"`t�Awtltt� r_.........s.....:.. ..�.. .._... „_, f, L"3't9a3�tY'tt,fn!(�2 "tV(ipa�Sfl9tiy� "j' '� � , a z r' "t•I3'W1). 19A1Qdi'10�'i210j £ .` .33 '9 zLQ`ft r - i , "OT C• LTV NA.57U1 Os oo , . t i.�s' `, ✓` �`r.r/'';:` �,�` r1 Inv ,i:,:P'�� f.s'"'w; z'✓�,�??�i�vas xroa rafou r �';` ,rf'.'� ,<:�'�':. •7•.r�r�'""... ,�' �,co p '� ,,�" Y.... Al f k d�l £1� (rfN3 'dAlj (QN3 '93 dA.L) sl S Sly �1� t B�0 t 8/0 8,.0 z 8/,0 sLv>S 840 e® ,f _— 9/0 0 A. pip clogs. sltliis M d1+� ON3 II \\ \ \ L 6/A 6�A X08� NO,MUCH VACI.i"� - R _... {SE S*m)UIE QOr © 0( 'a w ��OOR W 2 i t ,_�s Q� [ 1 J ( ON SfiTM 24 25 4 25) " W -�1/1 O OR.W-2/11 OR { kart.SORN BAR SPk iG i 3 Mat.MULLION SPACING ,�( REAR j p''©or, 3 or ,�1"� I W 311.2 OR.W-4/13 :"$Q.X 1 (SEE SCHEGUt.E GH qkV^29) i""ch s�.i�$CHFDUIE x f9Y'- (tta.) . a - Z4,25&Z5) V __ t%./`t"` ��F` '7',!. ,� ?. W .J' �''+'// J/. ✓' i :^ ,-*a',. "r d ./f /�/''! -:' : . .:FF!/. ,f ' x+"a'/ .• +!` f'. E 0 CAP.. : }>< `". 1, ,� �? ifi All, i li It i i zta -BOX IT SLATS A 1' t I. SLATS "i-SLATS 'i � I _ i.t: 11' a f - •E I •-^. -•-�LL t N .:. SLATS N F' p"8-+-P B I i. T SLATS a�"' mod-N -f E! I is -stars SLATS ---_"a=• SLATS z f t I m N' • I 15 w" 08 j O 8 '- 1 '"' -.' AtBnTs st8A7s �. :� €• I, I{ SLATS `w1w:.F -�`p �_ SEATS. CTYP•) i —� t t 8; I N fd 6a-- - o o' N CTX# ' R I t i •� -« ' f F{ - 7 r :,,.... gg8 ... t', Cot 1 i Ai1TS Y R J R J6 SEATS W. i k N .:.:. { 1, . . I „ I t 1 €{ yP. Ea, Ea. END),ENO) t SLATS R/S�.L �` E �•- oc� a� 4C 1 - r ..ot- i i:� ar RR/g!r It i i :pia . r _ ,� . �:. '_.:,+/..y°`.-,;.�,,�r,.•"��'."..- 6 -,',.a/ �-,��•r..";"`';C° .">---x �✓''i'.-�`� rv.,�'� °d',P'^: �i?<`,'" y,,.:- :t'.�,A ma?�?"?s:�'�t�`�x,.�Y3` '�" ..r"., sEAis t w-1./10 th W 2J11 IR` 22)5, — w 1��0 oR w� �aR B ) 3/12 OR �T . 3 E ...„Max SLAT SPAN .... Mor!r's'tA`(5pAFt�2 .:` Alax.,SLAT SPAN ' •; s ifal:xS�t,t�T' P { Mox SUIT`'aFANr .::y d`� Ox'SEA'rSt''AI•t !f SE£�HEDULES;ON SEE - ( .( 1 {SEE SCHEDULESN' -'i I (SEE'.¢1.TIFTlI)LEsitlN '(SEE SCHEDULS CEtt ° {SEE'Si"NDi,U1S' 'ON SHEET:.t5} SdEE1a.1 J$+�T9x -SHEET TO SHEETS 1B EG7TB} SW�2r'l8} jYPtCAi CONSEGIY —��'1G � 11Li4T�> N " > 4s�rA►araAns �o wr NOTE: SEE SWEETS 2 & 3 FUR tCiFdF43PtEN15 NOMENC(ATURE fjf1T 5 St;I=ETS 2 &:3 FOR"GOMPfSP�M(S fitoRlEtdEAitlR ' PROCEDC1fic FG&.SLAT: INSTAL1A71ON (1(VE�'A,su 1 E1 "JIGHY: " ,C"„�.1;.StNUTTER iNE1GfNT'EOlIF1 OR.LESS THAN;if' 0'�r�.°g!1S�1.L�TO:W5TNAATtONS-W/a.,S:ORM =. BARS,,W/,STOW BAR%OR wf..STORM BARS:R4,Nit11�C15,W.�ifEK+Id15 UP TQ 11:.-a": .(b}�cueraN stw.E.START w/pt stA.rTs�AT TOP;r-OLL Nr a 3 �" nr�EnFSER ALL.THE wAr.-•- pOWti�FACti:'SLtT•[SRN:L GaNSISi.QF FIYE.:(S)'SLAT$q, tNr$tAr}7U61BER.PROCEDURE"FOR r ACDING SLATS DDWNiYAftO BELOW fft'SViT SHALL COhT1WUE�{INTd.TOT/d.$HILITER WMGHT IS `t z`gB�� (� a. `COMPLETED:'QUANTITY'0F RN&SLAT NUMBER:INSTALLgY,�FCXt'Q @41TOM':SLAT B MAY"VARY V1O}i' SHUTi ER'S HFJCHTi (A).UOTTO I SIArQ'AMUST EIE-kV&VS OeTALIEO. �., ". t can0 Zan.,,.. ,.._. LD 1i4aelty.Hurtl a}t fit �� LOp� � �° txtAWN lire ,CASE:9,SHATTER HEIGHT-LARCER.THAN I O`APPPQ*LG Tq,*ltjALLAT ON W/a.STORM BAR At�Q ��{ +9� '91Tl f�61LI iC��'6�l ; Y P wr M111116N5>W/HEIGHTS iARCER THAN ti'+-6'. .., tt77 ,f � r,-• ... , ,. ,,.. p /► ,..: r, (o):CURTtdN SWQL START wj p1 SEATS A TOP,EOLLGVIFs1 EI ?x TS:•...>.TrtEREAFlEN,N.I TH�WAY itQ�^t1. _:.,.. .. .:, .:•: `±�+ INC. '\. - -.. ctT= �y��+y�+ e�v�.yu'+ aRE, DOWN>FitGH:SLAT�`SHALL CONSIST OF FTfE(5)SNATs�.P:11;}dt. T��7UMBER.PROCfiOURE ' 'TN,tLtR::• fLH$>,p[.g16tFeEERRtG:eOMPANY. :XPElt b�.�YN, i 1 " �,[C>< �NG• - . 10.SLAT 75 1NuTALLRED�AFfEit:S '�.. tn�ni. sa m2 wtzuM c+ro�e n mtaa .. 666 S b:.iYfUi1(CRF.BFiYL" ADDING,SEATS DOWNWARD BELOW$1'SLAT:SHAD.BE 'l?IJU I NTi4,* ,�,f> }}fnpr 3J-Egn rw:<msWx,=mm. 20-Qfi4 pta SLAT ES INSSALl Ea,ADODiONrtL}LO BWT5 MUSY U5E17,TO CC NdPIET<TLEE TOTAL SWu S7Q7�G rN; .: a-mwY it law600Lcom s 9F - -- - - HEIGHT: $!`6 'tL TA.aaa87Ls leaa•'! 1 oia•ams riic s�s�P4m` oluwu+a Ho nLulI x a c F p O - j J'LF`s Q .'t A�\'``E,S• S!/SiGt{ArUR/OA`I�� - f'CIIF :Ik H18? �rM me 1*ar' SftEEr 5 ot'Z6 O 80TTOM,SLAT B MUST 9E'ALWAYS IN ..... ......_._ �i`. , .. POURED �^-5/15-6 TAPCONS.XL W,'2t;/4`%41- t xL x 8`Oq'd x'�Xvj 5/16-0 TAKONS X4 W/ _:�i/ale sla TTW BUFLDtx?sx=REWs :2 1/4 Min,EMBEDMENT CONCRErE 'EµsmmENT&;'O:Q xO O6q'GFLv. ALUMIkU.,0t luT,TE. w_. k 1"O,D.xO Q66 CALV, /, REtl O t€ STEEL*ASHEP 25 o c. rF ,, a .x006c0c CALV STEEL STEEL.WASHER�'24•o4: ». ... . /// :t✓ ��',P✓'T,�/f�f_•✓,�`,�/r�r.�" .f,=.,y. s/a�J TAPCONs XC 4VJ � � Iz --•--- '---- a . Z f 4'Min. EMBEDDer Y. POURS CONGGETE POURED COKcftE7E. { F5? €, .; :. ':- OR GROUr Fl OR GROUT FILLED r CONCRETE BL^.aC�.K, CONCRETE BL6OK a �- n WN.t REQUIREif, ..„......mot `WALL RECUfRED, ar €. F � 1. ✓'� 3 # irl- I EOCE 0— g- t m �^^,, w _, EDGE OF� A OPENING ,.^-�- s,,.,--.. M ,yamq{ CPENNG r..w .�.. ' $, EX{ST1NG ," NtG EISTMG EXIST L":• . c€A J „» (BEYOND) GI.A»-�"^,'. (MONO) =(BEYOND) SEE,AHCTiQR �r Ott: s - '- 5EE.kNCHOR '- C+ SCHEDULE'5 oN SCkfEOUL:S ON A SL'ANCHOR ._.., " �z StEM 16, tT SHEETS 16,17 a` ScRov€is oN '� �.� s.i vx. & Is, 2 d # K a& ':: .d{LETS,ae t2 „ ae € � � a r . INin.SERARh'(sON 6ifl,SBPARATIGN i #" `g ;- fly 4fn. SEPAitATtDN ,TO GULSS I �' TO GLASS � �n TO OL S j (SEE SOEDULES, € R ( Soatuas �a ;EXTERIOR (SEE sGNEDULEs •", qti 5€iEEr''75) ` DN SHEET 16) t. µ y� _ t ��yx ,, 0/8 :-POUR oU&'-.CICL��"•,.�' �,.. .� I �L' vc:. ;'� t �.. � i " � !! r 4� . '.d USF$�La•CdahCREa);� �'� J°1 'CONCRETE kTLBCaE ` POURED cONCRETE „SK J WAEL Rf4UtiTEIY i`. f#i.GROUT fkfEEE ,,E �F r tCr a t' ta" M vt' 1 IRED tlPN E IN _' i (z;.r .. �P N`TL E a'a/2'?tk;"t11 ktlDi2 uW � f07� n a a �aa�Erir® "os, �;larcrrd ash xE,�a REr�ar aL3 Rxo rs FLCO)OPME1i tt IT cs�aas�tds3r�a � T ot�tar� �,. SECTS N n :Fl+ rD� twtt�u eri> t1Q4n h vsIIIII=tx sUrtaccna zanaJ tNSTALLkT(t�N btTA)LS iN EXISTCNG. Me! ..� w�._ �: `qz.,. � 4 _ RO�g.C�661Si' t eb/E/2eap CON+ RET tR. GRU1 EIILLED -CELL CM �+ ! ., SJ kTU"! ➢q pitF:ye £ He CGSNPAtl{ sy .�.p h IIA C. BLC P UILDfN'GS x zr sip SERVICES F� s � '� tea.s a wHr€ t Qer+E ' s'�' ?^'"� >ts�. s«�"�r+?pan f , rsst yam ar wc�•;fZ, .. 20-064 Sa aLE � Tsy a" STATE E�' r taoaT ,a-sosa a�nwnw x�, oar. w� mwswws .aa gz.no -a UT 6:a'3",. 6 N DemING WOOD cmimf^WOCD .. TRUSSES OR RAi'6R r TAUS'a!-(PIPAnER 51t49 TAPGOHS.XL WJ 'gllC'C V.PCafiS xa.WJ. iJtxr 3Ja"fN 6UI;DEX' 1f4 0xSf4'YfN E§RIDEt P2+EWTIOt+ a 1/2'wr pssEmncN 0.1%1/w OR CrEtr 5ca�'wS W/ 'r s,`.I a 1 oW/ EXISitHG WOCT Js 1'D o.s0;O80•'C'Lv.. EXIm,WOOD - k.lY7-WASHERAD.OGV GU-V. -8"""`� 1 Psr acso GALVANIZED 'a 1I$rD�,F CA VAt c"Q SIM WASHER®24'o.� t^^Tplf55E5 aR k7A.TEt2 StE�7.YlASNER A 2a•�_a A.iJWHUl7 TUBEi ,N Uu. WASHER&2A+1o:c OR(KI 'MR ..y �.,'Un WKi9 24'oe. ;,,_,k ' fs a•a TAPCaNS xa. �` •' _ -1 - / t ✓' Wf.PExferRkY 2 e cor rn � . . � 6vi T CaO MasR s NaaD WOOD HEADER HERDER RE6URCD tEDRED� �" � 1 •. j, `. X1 W f i / r r s { f`i,ca EDOE OEs 1` r t' .''..: :EDCE'{'df' ,.....1z t .:. i -�EAC£.LF' .\ e�`g"�5� •C, bt t EDCE C '' R .-.M 1 : tDPEN6tC t 1 r i OPcrRND 1 ) M z. .OPEpdyD -.1 O OPENEIC: l .` _ j t .: .� .� 771 L7rw*r Como ;Our•- ""r'i i I F%fh39JR Y. (gEYDNu) ( 1 ( f 0 ( (BEY=) S� s (z)Z'W OR ' TEPaa1 rt j. ki2 aii i R i ud', . (z�.zka :' ern+ ra'za rss' a .s=earl? E a zxs W clAss r..wOce t:: tx +BratE.ar ;# x MFGD,:u v i r "E' ftte m!. a e}s`,a 1 r ' ym�ynauac>;w .REOUiYRD .w,).... UIRE FFAD. L•'. r. (SEE SHUT 20} (SEE.SHEET ^,r:'°Y'"" -�,EEC`HEDRS. I j'1 ."kfMbYION 0. } O/8 ��je � '!a 0�8; � (z.i•■d'oa i,'x i t Y F �i �i` • ;sEa 4:IlS' � �,� tu�l 1I. p t r AtM.S, B {I • :CCHEDOIi;.. Y: i s 1 '�i f. EOOE:cE r z� v c .cm 2Kcr 21 ^a No swa ed 11! � DPfN:' ,.��,Ys.-�. �_�. -.'�: �. :: o.C.:ruz: �`,, i:jt �. �•s. „-r >L. � � '°s t _ �<,'#�j�� .�t�lcttoRs 0>i.� (SEE SFD.. {.. i ), kr 1/a`;cT:[/2'xaaDz' (SEE SUM t •1 t, w �i ( �:`� t' ;� sD,�rtz�7 N� .arc,s�Er:a1 y ) j (. E 'xCONT.'A113Y.ANCfE 2G) _ S t °� '_'" •t n '• fir\ ',.�� .4 `,�. .L5Jte^r:-TAPCONS XL l' `r 0%e (� 0 0/8 \ 3J:: "'A V5 M.# ,.,r;;':' z'xa'OR 278 Ile?t' T�x4'OR,2 xe' 2L4.'A TSF a E%CTYR+ G WOOD` .1''i t ,;,•.. _..,., ..CUNT-,WOOD'.`#! € ,;.` b !,•'i t _:.- DECK CONCRETE ,:Cant;WDW:.., -,9 ElDsriRC,ik9C5 EW ., 5 +. ..= a �751INC , ,scmwiP, 1" l , ROITON PtAIE' r _ 'RUOTTOW E ,..E Wes' ;EAf7II�4'W.lr£ ,S 6EGt;0118 -•I a \� , 5Y1£Fr'TD} - kTE 3 CtL•R - 9 ;SS, �`•. ' ::. -'. ( ceED., {sEs sHEar;To} ' E ( exJ ✓ __�pp g r +' M rsEW16uE9..� E1fOE ( ' .,NAL4 MQUN71N0'„ a WAELI�OUtlf1N(# {( Q N17K{r� „ Ci iL1YUCM })�Y(iNQa >.-s 'Tl�tr r INSTAL Ot StltLOtEdGS nos 1 "d��Flkyi>"fC t � - aFtaRtO�C SUFLDita&CODS(S#ieq IG�h 4obcEty'Hurncane 7attdJ ) ` �� aza2O raTE'ca MiE ry E artA LZ RolYlsgRakrrlrsPan osfe/2aso ! N 44"WA Sfit3T1R SVICS ANC. DATc -= mom, CCNPhxY y, ,y aunwlt,: .p .brxcxsss;nskit CRB'S.Ny.kA+lrMtBtEtSg4E 2 064 4a' MnM�+,i�+e fy F>nL`AYs.art :f4Rf S7"LYCEF+fL,Sa DY i p r�1S Q ��' .,r se mod 5R.�ioOaus,cmr OtawDt6 iy .. ttidNt' rat!fa5m ncK nrr-otw rw: rm ma.a.. ,..,a WiEEf 4�Ti w' , ..... ...,_.w.rz n.EO....,.. --:a:. PGr.'R''G CG?iCRETE �� Co. 3tOCnuT �t t I:oR�� ':SCR '(�` FW?.EP' ---- �-... �Ef.aCs,ECtt1„_0li.. SI'E';+fflEtitif5 CiN' 1 CONCRETE Ca. (SE�'�7iCaiSlES ` ' I CP ,J k ".RFtECR. \ t m; >•-tu<-o 'LCkCREi£'QR: �"•. L80pT�ftiEC_ SrL°�SS'17;dc--IS) f5 17$'16) d .GtA'�JY-m E o;*: �:• .Sli u ,SSt.EDtttES CS#f' cavcaet: r� - agca:+crtftEt. '� �:-1 �5#iG�s 17 4 t8}: t8& secssx OR rH tvid�lP6T (.t�Alt l ux rrx sur c/ Imo. G71 gi OR BARs ' _ �� TRAPPED' aaour�r autLn—c}uT I�ouiar SEOT60N"P—P (PLAN), kpLANI INSTALLATION DETAILS INTO EXISTINGIPOURED CONCRETE OR GROUT PILLED CONCRE E BLOCK BUILDINGS - G eR4G1` x (g i} i ,PLAN ! � � ) r !z �RIENTA710# --M oa tl s p") $o .fls xu ,sa,/a n �S4: W+ttl EAQtt tT Na Ut110Ni 1 SE ' .. Sf»GTIQN .Gt=� PEAtt� 'EGT1I`L R— F�IPIAN.. S CT1bN ORIEFtTATIQN; 1. ORIENTATION 2 yORiENTAtIONSn .1. ;, 2 . QRIENTAT Uti QR WALI ,IN6UNT EPtiY r ULLiOt1 Y�ALI MOUNT ENO UC1 dW WALL A{(o i a OR,AA Olt ;TRAPPED>:MOUNT 1P[TERIOR MUL�J4N ':�}s x 'A --- I LNSTALAETAI {NOMUpILIJNS;Cz G1 {a2 ` {2 i 2 x6 5TUtfS,•,.--w (2} 2 x4 Qi7'' a,.}...` o •�si:E SNEEf 2D}:. k .� •*aChilltl.E. ,�4 ?k'v "�•.'� '` 2 x6,"51lpS* cv+a f4• + *r tki s i EY Z1�3 .: !1L EFitfATIVEi r 7[f (SEE: I ,, A SHEET a), Ise"r,SCkEffikAF'; P�nvoo� Sv„WS t," y RIAYI ;uses SEETI�N :, ' ai"vwotou 71,tS GtNN�� ItV ^ORIEt7TATIDN. U=N oa i/a"nm ,• ®4 a.e. D'.;' ,i/^"'t/t' <lyltlliitftit> '.Fl.ORIDnsuiLpx'7G COOE�(rron Hkgttvatec,'Fy aurrkene:zono):. R **,,►it�NP[ �rii�;, aa�tn ncrroo uc (LUSH FAOUPIT riNAi11 -S.; _ RU1Lt}-QUT M+BUIVT x�� r"f : SECTIONS 0' f)"'' {',Pl.Ahll` No ' 1.6 1 ;.; G @ rta+rc; BmJt,yseatr�+csmm aa/nrxm — S PERT 11 S&iTTE �c, ` ak•,. nut?srnc r-Mxct ecrar�m eau r . s ERVIOES11 1 1fllC. mac` ltsxM1 xi�ai xt aac asx weave+ec9arxz a<n : 3n(fr E a.wtrttaitt bW!"' k INSTALLATON DETAILS INTO EJCISTINC WOOD SUILjM, � S.IMOE -SCAM:r .r.--.. F 1 Y lf[t�r mawt 1 YW-m�a ti r -min .,.:QMh'9tC .. ... . h ,�Cyriol;i:'s'.JStCtLllv00.G,41E: na <ua 9 u,cs „a nc+,. 'sxm a,ar is !±rretriitillictsi��e. --a t/i"M'n E 6 S "-»•=a T/g Nat, £D ... 'A CALK-IN fx011oRS FOR 3/8 (4) 3/8'a CALX-IN ANCHORS OR . E,5Ci>'fS-5Ei ANCHORS OR 3 1Eie. E•D ----; Mtt[ E'4 .FOR 1/4.0 SCUD-%7 ANCHORS (4) JX6 KEY BMT TZ EXPANSION NWORa OR '`-.L4);P tCi(<`%AS'A`PER. M' E 0 -1- .:FOR 3leo WX CAS iZ DTlJW4 ANNORS. & 5/F6"m''W C00%L ANCHORS 1' �sfw f aw YYN}t mcm.... s,.,........3 1/8. M7n.t` »'3 {& A'faz.:E D --FQR 5/16"0 SAFCON XL ANCHORS .. `1 'a1 € »SC-'�.21'ON SHEET..21 (4 c ZOM OP SLAB 5/16 6 TAPCCNS%?, / » 7dst7 fittDTTCL4); EDGE a LA3 -, $ ? S/4 Mrt.EME'.L1JET3S' 1 % » �"�" A'lP . 1F fit'CALF A - F AFF+tiGS9LE 3c 0 D:za Q66" `yi' �• '%i✓�.;y STEEL WASHER a4 om S Qtt C Mr2 k4 xff9"xG'-3 (bG83-T6 sFE,LM t POURED co POURED CONCRETE-...- ." ( ;��+`' UM1NU51E EA.SLOE Wj ». (f'p 3 Kai)S'vjfn.: A s (f'cs3.Kw) m;n 4 : 2' G L�£� .: 1J q 4 14%, 4; IT1Y, U110EX T[P( THICK'REQUIRED e: �•"� t 5/lfl P..`TAPCCNS•7fL THICK WGUIRED $. (,,,,, SCFfk.WS rt1 ,, .. •. :W/2 1/4 Min. • STEEL i7PsHtn a $ SEC'I�l�� SS {AY. .., n p � it ,f1%pE?Mi7y R6€'P'WAOR � I MIA. Fr WINDD O�NE;....1� ^ 2 Min. MR � �_,, � STEP.3 Of!SFiE+'T 14 FOR d tiU BONE ' x TRFJs7iVEFtL FOR WitlD ZONES'1 7NRU WI FOR :ji AT THE TWE F WIND ZONE a ,, STDRM3�S REHdc .T1 ttEY A 3Y ° S'EFAPSATIOI! z CaSS, E at, ttd FfNED1i4i o. A Ae p 2A.'Mn FOR 4 !✓,to Ofl Y.x1{F t"a3 •=` a £S£E Sskows"oA;, SOW WINO Me,; BEYOND r 'TYi 8d Eit�T(U to S tI i jo, (x 3,I6 4:,CM 9S- #AtK3t0 OK I A {2 A SIXJ�-4f.o,JAY 7 ANCHORS OR. „ t�,y�aa KW1iC BOLT iz ExPar+s,oW77 ` 'f f v (sE toBE DR 1 SHEET (2 '5 idw TAkbN XL.M1CH068 .T t 9 "` , ...,.� ! "k�xF�( 5 (6063-T6 ALLOY) ' .E7CI577NG_—` z 2 t ESA.St S� , .k).UU{A 36; LE 6E w/ s�. ze.a j` -:t .3la mv�ufLo.Ex 7.k'. P ova {nP;r�/8Q7iU £ '"VYP YD➢ Q .._. j 2'1/iS�a�" :+F 61m"° ' .. POURED CONCRETE f �M11Iff Ede _y`@»O w/ THICK REaLIgR Lt a/i%a MEM>1 + 1 xi4 aana/ uAT moss "o • EDGE OF SFA6 'PCuarn Cots EkIGE OF SLAD WALL MIOUCaT N �'_'_..�. "14((. Ji .:." "R+ ;tat' ,t�lltt6 c4& kat"a.1 R'.:'voEo ity Hurricane If APPLICABLE{{{" 5 mtn n%ek,pG8'9 s .. - IF AfAPLiCABLe ii` L $jl,"fiFirv::,F D I.-=FOR 3/8'0 CALK-W ANOtiDR$ ♦\� '� y x eaaxm etC,`. '., ♦ � '' � � K17:11�o'F1TECa aac. {':FOR 1/4• SOUD-SET i e wRs �Q .410ENSF C , -.. 4•tAin, T!r- ,.,_ -.:. 4 i.d r:E:t9-4-'-FOR 3/a'0.Ai BOLT 7Z-E'ArANSIO :,; s, RtaYldR,�'S877Y6sx' ffi os/sl 1/6•'Ml 1 u # -». tpa Mw• n..-1-�eDtt.s fe'o TAPCON xi ANGHo> NO.441'B7 �, � ��},tHe. - , (� �i� pig �y (g{� INC. . ,• t �'rES1TEtG I gVCtNF.CRENG.CO AteY �G1Lf`;317 GPE '.7 RT�` S IN ry„ caw et asses Bd�B�eL.tYi4'(tl th 1etD#F '; 20-064 FLOOR TO CEILING i TRAPPEff AND WAL.t:MOUNTING:STORM BAR.(K,. -6'+ STATED ✓�' .± :cs�az-te%E "W sr 1x%c-T a,setae p_ - ol.mm RdeuYa, J(Wsew $:u lY2>rI o%%-aHS• DRAtvIN6 N° Y� _ '., CO''TLVEVs. Y " ,. �� FIV�.I�P 1, ... 'A'.31R A+ 4afe7'�' ccA.a. ocnratir. »m un f.slax 9 OH 24 v a. 1 s�y�tGnasa.n�;tnT� non.uA�.'d !Jh%fJ(pl1%ti11U�1 Min. E.D. Min. ED i--POR M 3/4'0 I(IIK DOLT T2 EXPANTON I--p• ANCHORS 4 END MO INTERiCk MULLIONS { 1 1/2'--? --:3^..--� ---1 1/2' ©&@(ORIENT 7ION i7).AND,END' t I MULUONS(G& MiEWATION f^) !. ! FOR(2)Sf4`a. KWW SMT TL EXPANSION ... ..�1 G Y : ..-..".--�"'Min,.c.D;--_. _. ._•:MIn. E.D: -=•--^ANCHORS 0 INTERIOR`MULLION 10 fli "7 EDGE OF' S I . L CyLEF APPL C Btir EKFEMR6 ALL Mun.ANGLE EAA.. SIDE w/\ (2):3%4"0 THRU BOLTS 1. f (6061-TB ALLOY') Alum. (I1 i TO MULLION i U&_ 1/2" `'HSd1iFD CONCRETE n i `. '� ANGLE EA SIDE N/(2} ={- (1):/40 M'1iK BOLT '.. (f c 3 kni Min.);-' u 3 -T ? " 3/a 0 THRU DCLi&TO I I%2' EXPANSION ANCHOR 1 1/2' #S'°iRrts:;HICK REA,'D. i i .i MULLION�G}& (1) 3/4•0 —{; W/'6°Min. Eh18EUMENT ... —y i T TO POURED CONCRETE KWiK.DCL'TZ EXPANSIQN 1 1/2` I 6 "fdin. ' (Typ.TOP& EOTTOM} EMBEDMENT To POURED: CONCRETE(TyP•TOP& s L . I so;TOM) .:SECTION' SECTION . ,,r Eritsnr+c—'� I X1 X11NI(G * ALTERNATNE$ECTIDN X1 X1 W/_�* CLASS C._. -1 1 LM I AND & INTERIOR MULLI�i E D' TERIOR U ID II Min. . $�* I' 1 6. OR G-1: �E AT<gN # �.} "ORIENTATION n t4„x6� n a 1 t/2• r :i/zt 1 1/2 1 1/2 cl ; p (606141B ALLOY) ANGLE A.SI T I' EXnM (2)s/a"^� U eoi lswd -•' 3A I _ ; ':t. I TO idULLK1N , t is 3 3T �. .. T (1)y/a"�Ka7K:601T TZ .. ®- t n plflS51DN MclioR Q/8: br a 9/8 cir POs*,uzONCRETCDESIERt Ta R/8"fir n Rf 8 or Tog'Roiro* P I i a3 i? r g r G{ 1, .... p . 4,a x3 (r1r.TCPlsolmtl}$ itrK rL J +T,. 1 'k Eilslf :EA Slot'v, + tnT)t Afu i� ;sTa d 'r sortx•To MULLsdI &(%� Trlar+ "ar, �� n Ee +s,oft F�+c I k z wr s'M n DMENT"jo f I terufaasI SEGtIOIV IOURE0,C0,0i r- ��??, :=oN N[Et;l t2 MGz to. OHLY �^; LT.c,= 3 k38-t&'i?•! �, ..:�a"..: ...,.-.,_, � A�. ' > w" ^� '�`« 3 a,:Mie i }L '.,6}aDKLM: f TA N4 a .� -,s s s .4 1 4 t tLTERNlAMES%SEGT1bN X�-?C't ltltt CE OF,SL4R,' /,'.,i nX, w,' b� 4 cyu T :,SihB rbn"(2)3A! €rm�a�T ji<, EXPANSIONA. . --z.�`. Nfc ca -z `'ltis c-t3 APICFIGRS�1 tEiTEttIO}£ftDL1tDN® f '�.St " � 4 I tORiENTATOi3 d � OE Ra1I; D} t)X 1YtlT StIrJWN TOR CLARtiI •Min:E�^ m°'m^^g 119a C Dr « ^v�OR.(1)3/F ,:p t}t4 BUTT Yz EKP SI ..,s ":ANON 8 cJdp�AhiD Efi'.OR :Tt , t�-(Nbrf"'8"igfixVOlol:sty��wrtu�3na Zone)' TTL ... G� �+r. ( .... '" ., .. ,C.FR'MiIUECo t+� ' fNuNll►n - ca tNo MULubv c. oR�ENTa •''`OEhJs `��'r " �t>�,IL�IIffi.'� '�" :FL OR LD! ooRroceut > ta > taas t�So � i) Roltha�hrrt as/e{ zc s tt s utNo.441 ''lC Gfe a; neuc asa1�a u c+eec eowrwkr (PERfi 5HUTtt;SElttGE `l .. _ m. ,., � :c `°.:„rare` s�ro et4.srV hN1soRGcxrve 20 06.4 �.:> ,.,,, 4keco0aul�n:: $irR1 sr u[as:fx a4aa4 END&:INTERIOR TRAPPED MOUNTS MC LLION iNO LATION w * '` ' ^6:.. .STATE t} .z �. ": - a 7..m-aau rA*cm err cdaa ta'Awrwa r?o,..- . 3�LSEt1�nita 97r p ,w. wma.v.- .ea .a: w,erw.w. .m ""'•."' . _. -------- - LDRI� ��°'°^,t-�SEIS./5EGNRTVREITYrrE fSANatSic 8�4rg1, r: uay.ew. -s St�C[TTR-tf26: b n •..... f3 1. 611n. E;O. Min. E.D. (4)ANCt+,ORS"-""'� 1 -;� }'x3'91j2`z0'-4 [—(SEE SCHEDULETf : �-(SEE SCHEDIJIE1)—in (SEE SCHEDULE B+) I (6061-T6 ALLOY) - F QSEE M,UONUMQQMEAICR}!k©1 (F39 B INiEAtIQR)T.RMPEDNOL'NTEO 6[UU.KR,S ECG'c OF�UIB,; TTi ( .EDGE OF SLAB _ ,-, Q =, Alum. AIiGtE E!i m 0 i 3.COtcRED BY F.TfECULE,b FOR INSfAl1AT'AN C/STS i,lu&IL QY 5s1EET IF APPLICABLE v t '; (f of r�PLI('At1lE r ' 25. TTDE RU WF3O i3 1/ Qf I {Uut.�LOAD,xUWOR SYACi AND&6M 6tST�U.A7'Ax): '•i,.�' �,� } I(�� 4� it :ITO:MULLION $' tl ,, [ + r e i sO IAMRJ�'I AMDENRAL AND COMW CXh APPUCARGRS WlDi±fA8 `` e - �"("�1� Pe f:kk'UiEM1tM AS D:,GESIGN PRESSURE.MTING., '� " I '`:.J,> �. 9I d I: 12 0'F1AXI:SIm AtDtLIDN'SPAC . POURED CONCRETE 3'.3 0/4%0' a SEE.6CHEOULES-dt.8#2 FOP.ADDDIONAL SPECS. (f'D 3 kcT Wkm), (6061 T6-ALLOY)--�\... B•FJ(1Ef8DR SEE SCHE�WLE#1. Afun ANGLE"EA.SIDE : i . . (G} �' € tW11AfQi.V EY. RESIDEMR.ANO MWERCIAL APPLWION W/1803 Af. f .. ti lVj(z) ,jz'd THRu�' MAXIMfiM:ASD:DESIGN PRESSURE RATING, P (. BOOTS TO:IAUWON`) )i KWMBM MULLION SPACING. G. S E:SCHEW ES#1 &#2 FOR ADOW1 4AL SPECS. ALTERNATIVE SECTEON.3E1=X'I W/jG—,) Il Trou FOR t 006�.t.•rw ut�AS.D: MULLION CLASS7 SPACING-SEE} IGM 4 x6 INTERIOR MULCUON ONLY W ORIENTATid�7- 2 1jz 8 Min_.(. ( / L ) .. ,1 iJz• M 55CCHEIMESS 9 h•12�DRR ADM .. ,.G OR G1 a)AxCHOPS -8",� r SEE SCFtEIRA.E t2) - z, (6061-T6 ALLOY) } ALTERNATIVE SECTION Xi:X4:IN/ Atom.ANGLE EA. SIDE s ° BOLTS tlju oN ``' 4"ic8'.INTERIOR ANO END MUll10N W 0MENTAT1dN: 9 i'. (I $ SCHEDULE tt . cor- a f• 9 Q�8 or — L— ;- Q/8, or 1 Dm x aHatoa,wc s srze(irF Tor emmM) Mw Aori 1 i W 8 or " R/S o� S4 ANCWOt2S `t SFANCE.FOR ES mR 0D olsm r: RR! 8 1. R�./S (SEE SCHEDULE �1) xTJd /80 HIM wC HUS-H$CREW, 3/8'O POWER FASTENER / C' ) CE 60LT ANCNDR FORD:&;' QNFETtfORj MULL" 2 I/2• S 1/2' /OR8MA77IXV'-[3-, 4GE BOLT�4xOH0TT �•sH1iL1�R} x k ALTERNATiVtSECTItS('v X'1 W/ } �oRgxrATwn;e+ i X�1 u `, I (4 X8 INTERIOR MU (dll ONLY,.WC tSRiENTATtON 2)• 'uaoas w a i A T� 2 1/2' a 1/2' (iTn,ToelamYDM}r .I -4 1 ,(Rr+ roP/BDnot� _ - 1/2Y wln WC HtiS-E, n &T r p0,4TIt FA$TFtYR', O .r (BO6t T6 ALL"Afu i = E BOLT ANCHtl'ti vow {CN0 Wt dt1ENlDR i 3 B 8 ONj Wf cft�EN941MN5�t - A ' ANGLE.Ek SIDE W/:(2) 1/i'P TH BOL•T5 30:; r'`t '"` I /2'0 144n txO-1(WDC TS;4ia, FCR G ffi ,Y1E7GOR r t MULLION I uLtrortso s,/4c T,/z•' W:. 4 4 � x z . ✓ /; �, _. 1/z"1 HILn wa HUS + .RSN.{IR r d:;POE:R 9 1 ✓ I�EOGE.OF SLAG { .G E BOLT ANI'Jf Sf.E f tiQIE 513(EW lt4 H'' 3 8 EET 23 VALID FO1A E7 0.bt NiLZF9riR RllhY101Ai & ( I iF'AP,fnlrlrBLE: - OAIFNTAnOfS"/1 .6 d EDGE OF SUB Mm,E.D. .....I € ht,n' EQ ( :: t I .. 4 /. tF dPPUCA6I.E ""(SEE SCHEDULE. J (SEA$GHEDUIE:0:i)'} •�4)" 777777777777777, ANCtI0R5 :," .; I C� POlWTk7CREtIE. ... SEE'SCHEDULE. 1) wx.AxCHORuw.m�SEE SC1iEDULE 1, 1 1/2 :,'� °'*--4^--�'}�'.'�•�`i y Eff hNCHOR T'(PC 3 5Qr�(itT $OP t @6TTGU) ti EmemuANEMHOExF s°A i ALTERNATIVE SECTION Xf k1 W/ �` hlOORTOCE1LfNC3/TRAPPEDMOUNTIN0 MULUON� G OR t? !�► iT u weN x sJao ea x _. secTloNsw=1; (4"xB IMERiOR AND END MUWON ONLY.W/ ORIENTATION i -----c, ., E Y'i'on'Blgri'Velocity:HurriDano Zone): a. - � , � !r�j/ c'zma TaTeca etc _..:.FL4(R IWl 91US!}(fr`tA0 ( Q END INTERiOR:TRAPP�D{COUNTED MULLION INSTALLATION APPLICABLE TO A LIMITED LOAD �RULLION"ISPAN AND MULLION SPACING l Cp a5EltViGESINC. .Si.N.E i/i.{" i• _,.. .._ 0.1.® =) 1 } �« D 1Nsumml nP�4oa - {��;0 W�WHKt_-RL rm%m 20-064:.ttYY :EXPE 1Nc PD sr tucc,.n arias.. DRAWIka Ho StLTE'RAIL ELT)kNO,BOX NOT r a TATE CF s ruL,EH A Na,T?+a R E ( SHO`04 FOR CLARITY ry�0' ,'�J Q�T��pc SrALj51GtiATURE/OaTE. FiOR,k'U t utaz v.0 . srtcr rDADF:za , , EDGE IF ACP�lCAELE--� Via,2)iWJWDN'DEPTHx1/8'Cont. __.. _ ... ._ _. .. ..... !ALUM Pik (TOP& BOTTOM) tV/ a ..g Sf 6 a:7/iPGONs'XL W1 2 t/4,. ,_.1/.'0x3/4'ITW 6UIiDEx iEK SCREWS i 3/4- 1 / t 0.0.x0.060'GnLVANTyED STEEL hiLN:'E.O. 2 1/6• 2Nm EMBcJ}MF_ni;-0 24`e.r. ,/ WASHER a4 24'o,a. ,E Min EA £ � � ^.ae- .. _ • i i' EDGE IF APPLICABLE-- '< _ I / I A EDGE IF APPLICABLE, . ' ? 3/4'Mtn 4O T - I CONTINUOUS�t1fhD s: _ - I _v ,�2• 2 t 7` GONCREiE(rc-3 ka'WL) T4 i — (, 8"Min.THICK REO'D. }. 7 3/4'Min E.R. 2" 2" #. ..;. _._ t .(:.... ......... ...... D CAP Zg .2 POURED CONCRETE •tu 7 3/4' - (#'c..m.3 ks .Min.)" POURED CONCRETE Min. E.D. ED E4 8" Min. THICK REV O \\ (Vc = 3 ksi Min.) ". j. ,4'EXTERIOR H ., \ t( EXt�WR ' G@' OT2. , i ... I 2 - #, 4 OR ? cry II ) L.._--•-'- 2.' != T 3/4'A�tn E bl 2 Q/8 or ii Q�B, or :�. 'u R/8. or u Rf S, or - _ \� a x4•x3/S-(6661-Ts ALLOY) 7 (sod��rs.ALLOY) um;ANGLE(A.SIDE. EDGE:IF APPiICABIE'J' Atom.ANGLE FR: SIDE. v — _ EDGE IF APPLICABLE ..... .. DO IN a t#" E I Q �NSO INST L EP TRAPPEp '; SEGTIQI�t X2 X2 Wig }CAR, Goa*;• RLTEFtNAT! T16W X2 0�! `f'`OR(_G T* N cUiSS ill ( I 1 PER SECTION R=R ON sAret$} b IN C �)� �JU.{ r�{} 1 { E.q .;T�_ .t� 1/2"xt i/2"x0.062"xCONT. ALLFt.( OF:;B 7 3/4 ' I I. -MICLE. W/ 1/4"mx3/4" ITW;BUIt DEIG r{h X6 'TEK SCREWS:® 24"6:c. TO TUBt, _. x8 „ t i t!z'' d�SNE Ril#L N67 SHOWN FOR CLARjr( 7'.=CNltttS t�Ot�2ED \ �I i'o" ze C�#�CRETi (t c ..3-iml'NO xz .. m .._ xz (na.;#ov/antr ) I T1� t a 1/2 TayaoTmu) I t # I4....4 x4 x3/6'k0 IO(606I: T6 ALLOY AIOm ARCtC I ' MIN.ED E&SIDE W/.(2):3/4'0 THRU BOLTS TO MULLdDM F ... & (2)3/4'6'KNIK,BOLT'TZ,EXPANSION ANCHt}f3 �yt�(iT .._ „..:.FT:ORtDA BIfILDIHG CODE.(N .04,elocity-Hurncana:Zone) W/5'Min...EMBEDMENT TO POURED GOMORET ffH .. '.- . WALL. (TYP. TOP&BOTTOM).- �4�� WALLNIOUNTitIG 'fvTTJLI:IONSfJR _ � # "`"""'+a$ y�g SAalttr5pa#ina es/e%wxc v. POURED:CONCRETE WALL N(T 441 / 47 'Sen�xlcMccra�nctle EXPE:R SF4t3Tf£#�5ERV15°1NC � � l .0 O E ENL! l ERIOR WALL MOUNTED M * < �A° a ,� r � townie SECTION w z MULLION INSTALLATION Downie ____- D �(,. �•: ` iY47EA ARLUf"Jr.F.E. 162PYros t cct'•ra•r cxsrox .. SCA:E:.t/8' t•. i<!,�{, L i"i`�.�:':` S-:SEALIS!CNATURE/.DATE^ . R9sa,:t.ela f.a4+w- so*s..: sNEct it er:xa y P _ REWS EOGE IF APPLICABLE^y _ � 4"1%O D.0✓;0'IIGALV.)IIIZED�STEEL .. EDGE 1F APPUCABf..EI '�•'-�� ?kMULLiDN DEFT+,�1/e Gvnt. _y ALUM TUBE t,bP&.f'QTTQM) W/y+... WASHER®2a'o.c. EDGE fF APPUCABLE` V i 2 1/2 \\ - 6/2ti o.7AFS:GfiS Kt wj $ 1/a", 7 1/2 in. _ . 7.i/,. Min..i E O �\ �mlff EMBEQMFW 0�3 v r y —— _ M D� I MINI E. t .�,' x .�. 2, Z 1 f(-- �. ', i 7 1/ E.O. L111 E .L._�_r •---....— - - I' :.rJ ' POURED CONCRETE ._.._._� �,..u. POURED CONCRETE 6 c $ ksi'Min.)., M1 3 I'/V -• .. \ ! (f'c 3 W Min) -� •6. Min. THICKNES `''' EKIEt�OR rv` ' S" M1 THfCKWESS `'4` REO'D, \V. ,a - REO'6 ;1 tya - i ::. ..4;.y 3 1 L GOR J= CONTINUOUS POURED: w 7 1/2" s.EMb.CAP' 'S 2 Yt '�G. : CONCRE-fE fc=3 kai GGn _ 2» Min E.O; ) t ( 7 1/2 Min. EO. c Z" z 6. M'n.THICKtr'ESS 1 ' jam. }., 7 1/2 Min zo I READ. i �.,e "-s J „i--.�.�.� (6O6f V/4 y* ' 'x4 xt/GLE FJLI•.—Tb ALLOY) �d,LAY). "-Alum:'M SIDE.. i _^`` Q� G1. EDGE IF APPLICABLE Alum..k.. SIDE EDGE IF,APPLICABLE ALTERNATIVE'SECTIOM:'X2?C�t+lfl, OR(G�1 ALTERNATIVE SECTION-?f2 X2,NV/ o f,: INTER}OR,t�,�U.�J�,,,�,) {AND 8c INTERIOR h1UJ_L#ONS), (W ORIEMAI(ON, (W/•'ORIENTATION �!`-i} " Q/8 or �} tje fir .f �. a �/ a R or n I � (4 x6 bt x :z R ° J$ SEE J#uM G�(iNTER1pR & Q END 8t INTERIOR) WALL `~ mdUi iEi3 MULUOOS SPAN 6p _ED BY'SCHfgJ)I1 fit` FDJ� IMOU{JiE`is S 3CS3y( M15� i11SSI�At FsTJpCJ.. S S :S .1t''ON SHEET 25 �>� F�nsnr+c�•u�° 1 �8E also 1#�STA#,J�CI ?RAPP�Si LAM `� I ' # fi }�O�iidTED F1FR St 1fONrR'-wR W IIT,ED kLC}AD €+tad)IffIV SPACINC>''AND SPAN INSTAj 1 #D } E �e � \z ,yr r q `:m utrAmTw► 'r 1 EP IbENTJAL AND COMI�ER6 _ Min E.D !�R LICAT,IONS,�I17Fd t"6p is I2 8o s { dtGtT T/ti 4 oc+lp UM ktitJ1X16AUM.A$D RESIGNiRJSREk T AL 1. W/ / s J `Rt}Jf1t tTR71NG, �2`=0" MAXIM MLN..E.D:. ;�,• 'fpc'SpREW 'a, TOE : U d.�#,stJJ;Ubtt J�ACING:'lAL1D FOR'co EG t#;1 } � 3=1 i a-•OoNCRE1`E• W/ H`ILTI INS 5 OJT r- I 1A6R FASTEN LOJ r y ANCHORS 3 t/2" .. 1 1 I G — 6€ s IPbTM1ATlON QISE-JI' GpMMEROAL APPLICATION O X2 L 2. ... g'; ,;Ta'/L�7DCMh.__. 1 1/a '- yerrntxel Sf2# # S;p'§'DT`s GN PRESSURE_RRTIN j A1(JV4, I � a AFCI UM &E#ELt SPACJt G YAi]D'FOR CONNi OTlj 7T „ 1 NUCAr fbjYiEA 1 E 1CREjE W `' CWIK 6ULi TZ ANCFI6J A71N1 EZ CONCRETE f {.;. `m.Kh�c SOLT,TZ ExPPAWE ANC t ti�REO D.. �N tHj 3 tle 1u>In EFd$f DkfENT�t7 I RED ccl rcaE Sltf RAJl,J�}JYQT 51}OWN�FP CLARITY p WaF1 sT4P&6CtTT0►t} tlAtl v •EOt:E IF AP.pUCA3LE'/, , ..•..� � J .. ��a 1 j, FL'QR wt BUIImlxr I DDrie(xc„�si1`S9fCe ty aurfwnir zone) WALLMOUNTING'M il.ij t4!0S4'GOR:tF��1NX POURED NCRETE �� 10ETt( ��S y amo triiew a+c, r � .j,n' ft I�^fir V, ... Q.END&,INTERIOR WALL,I�IdUN: 0 MUL JON.JNSTALLATIQN {{ Yn. 2ustia.'tssplva•s.�caaxiccglxo COUPaNY EXPERT;SFNI11'TEI�"SERcVIOES ING C•. ,R:i� _.^ 0.M{%M (hT.'.1R1.t n'IMI�( �f"19�.itiff8l " g�1Vfl br+A r APPLICABLE TO A LIMITED C OAD,) t�LL(ON SPAN i4f f�MULUCIN SPACING'- . L' S / °°�`°" }JB....��t - I/•.V=�/f.� \\\�\P,EF70.u•� j4167• xv.r .snvayw, ox..3HLfl"11A �9 "..""... ... .___ ... / Fuf•, \.. SEAl,/SQI+AT632EjAaTE:. s. E.D.^.-:.. .._FOR (1) 3/4'9 KWfK BOUT_- MANSION t _ PN.'.,N6Rs E}EYt)6fLn LSr'4d 3 i3"zt/2 (ORIENTATIONS,#I & #2),. (60.81 T6 ALLOY)Atum. I. I ANGLE EA. SIDE W t EOR.(2) 3/4.0 I SOLI TZ, ri /tz) € - 3/a"C THRU BOLTS TO f.. ._.__.,<Min,: E:4=-= E --4. Min. E.D--' kUMORS 0.OMR1OR MULUONVI� t t/2' € (C>flcENFAT's6t'E f2}' "iK BOq TZ EXPANSION +' 8 ANCHOR: B" i E I W/ ��n, � EDGE f5F SLdfl E EMB I SEDGE Ate'S?N3 BOTTOM):DMEWS iC:E^OURE6 {. I 'IF"tBPL 1 r 'IF AP..1CAeGk RETE(TYB:?OP'& - 7, _ ,r r tG2— btiR f0OUREDU CONCRETE a , ! .3 ka M n.): p 3•. _i'c?a•"}.. I .... ......._.i.. -r& Mfq.THICK REQ A,.' it • it s tl JJ EXISTING, � I SECT I X3 X3 Wt' . i/a a.alsm .: 1 r/z 0 € T _N 1 ,ylz rt r ' R ,• l^Al it I € f w li 76 luICt1�1S {Q3�Z( a Trrls Eat € z i Ef3 E4 iH[tJPTa Mks �Uil; TtF 6HSLdC§Yd� . t J poED sct��r Goraea 3f free° c. 7 3� 7 tf d._ ks1 dA n: fi1+,3/Y# #tti�tau3EIdN+ Yi II " £ 8 M(Ij,:THICK RWED: i 3�Y3ltPEUJL" Y ""TE.{TYR 'r£11r i�t3lC.'� i f72C+ 'tfP . e : u r4 T 4- 3 VF _ f[13�Of:5tA9 _ ''A ILIA X3 3ltfff� AavcxAae�; 1, qW kW LCA$I.E d i TfATidN r FOR;(2),�/4'm tanx.KLr.T;Z PArJsora �`>�7} '----=^3"f1i11 EA a' "`M€n PD —^-•--^;ANCHORS 0 INTERIOR MUWON .. I• (rnztr+tATIaN Via);. UiRAftjj+ t9 60)t NOT SHOWN h FOR (r) 3j4"a..xvrfx F'I,DP3 ea�r" � !'1h E3CEY'-�Ft7G{XX�E,(Nan 8tg1i 9�tacity,Hurriccne Zote)' (CRI`eNTArfCNS 1;& {j2}`�'� cx G?' ?F.ietxi r�r.^. t7RAWN t5' FLOOR TO CEILING/TRAPPEO MOUOWG ML LLIOi m6,44:16 SECTION W=3 _ 1M �: * rlurnresnms aer�Na:cawranv EXIE ;5@idi�'SY(Ca INC: _. z -�3'• StRTEdr �..*' ��.'f "�'°,.� r .�rr��,a�°`�+,g ,a:yen.,�+ _ `noRrtsr� ::"n.,a,�t+s , END&INTERlL?R TRAPR �1 f c3UNTED (ULt.ION.lN5TAL(.i4TION G FLtti-1(3 . ctJ1.T>.Tt t'sP3t r, .C. tf of - ,. 0 SEE MAXIMUM Q(INTERIOR) TRAPPED MOUNTED MULLIONS SPAN !Arc E.D. !tin. E.D. . �- (sue scrED;;LE gib a-: ''C�SCHEDULE Ji)'1 COVERED BY SCHEDULE 1b' FOR I}dSTALIATICN CASES I, In &.H EDGE OF SLAB (SEE of51U4E�. - ON SHEET'25. F APRICdH.E y 1 IF wVa1tC�e,E (LIMITED. LOAD,, MULLION SPACING AND SPAN INSTALLATION): /✓ �J � � ei E ,�� +�'� /^�; %/m �v ✓/; /,' ;.. (NSfALIAT10h!CASE;I RESIDENTIAL AND COMMEitCIAL APPLICATIONS WITH t60.8 p.s.f. MAXIMUM A.S.D. DESIGN 7 I t' PRESSURE RATING, 12'-0" MAXIMUM t f + POURED CONCRETE (608t-76 ALLOY) ''�, + 5 MULLION SPACING; "(t'c 3 Itzi:wh), Atom.ANGLE EA SIDE i' SEE SCHEDULE Pi;. w/(2) i/a a THRU ,�, SEE SCHEDULE .jet FOR /[DDfIIONAI SPECS, Sours TO MUiuora LJ:' R451AUATK)N CASE Ie — RESIDENTIAL AND COMMERCIAL APPLICATION W/ *60.8 p.s.0 MAXIMUM A.S.D. DESIGN. LASS Z GLAiS PRESSURE RATING. 8'-0''MAXIMUM MULLION'. �:. l / �: SPACING. t i 2 SEE SCHEDULE #1 FOR ADDITIONAL,SPECS. INSTALLATION CASE II — COMMERCIAL APPLICATION FOR t,10010 ps �N EKM (¢ ANCHORS MAXIMUM A.S.D. DESIGN PRESSURE RATING, (SEE SCHEDULE ttt} 8 0".MAXIMUM MULLION soACiNG._ SEE w SCHEDULE f 1 FOR ADDITIONAL..SPECS. i a ALTERNATIVE,SECTION X3-M UV/ * - a Q/8 Q/8 r � — {W `ORIENTATION 21; SCHEDULE 01, _.. n (2 x7 INTERIOR IdULL10N QN(jf) 1N5fALl/tTiON ;, ANOfiO,R tYPE 6 SI7 MIN 'ANCHOR m - ._.b[tN MIN: EDGE Z•0; sr TFiFCKNE35 , OISTXNCE.FOR CASES (TYP.TOP do SOTTO EMBE01dENT �0 8 m�HlLli'.IN...tT4J5 tk m .. vI t I ANCNDR 0 It I _. .:.. 5/ POKEk FASSEt�p4: 5 + r ;tfi 5� 3 �gr;� v. (IYP;•10P/OD(iDY}��r I (llP TOPjBfITIOM1Q. TZ,L x} IIS K l��J'2" 5 ve II I[ I I` 'POPRED CDRcRm; a 6 Ilia ILIA iN iK y�4 1/z ti, ^J� 5 Min) !I ([a ' EDGE E00E OF SLAW SEE . . .�'MPIJCABLEI tPAPPl1CIHt,E :� sue;sortEou .Ni}. sE'scHED'u1 PLOORTOCEILING/TRARPEOMOUNTING.:.MULLIONS' ` ��. SECTION M. it Ui fLONfOA EtiiiIDINC COD£' c�}fFgft,'yolDary Humcan6 Zorte} `\\\\'�L��' 11�� //lJr - C�2G'��!iCCO ice. •. � RGNN-YT:. LENS d INMRIOR TRAPPED MOUNTED MULLION MST ON'. No:4A 16 murc sin rcenRR.c-eauannr PST,Stlt�T�ft:SERVICES'INC. sua w.ti xn m,teu�s�x.wra�roanzse n=0 6bik€W„wn+rt1AR&DBf�E 20-0$4 APPLICABLE TO A LIMITED LOAD,MULLION'SPAN AND NIULLION,SPACING II4TALLATIONS �<' `� - � <� � � o� STATE OF 19 arc tAm Tat,ar,rx t� cn es yDRAW=Rd SCALE:.1 m t' SIGMIURE�DA,E 9uLEr,1A oF76. N'AL _ - EDGE,if APPLICABLE 7 xMuLcloY usm i i/8'.Cent. dLUM'•.JU2u (Tow ik aaTTCM} W/ 6 o'tAPtAHS-;<l Wj-a',i/4' r'1/4'ax3/4'�DW BUtLDEX TEK'SCRc"WS . 2ac; ✓"' VI/I"0D.x0.0W MVV0ZED:STEEL 7 3/4' Miry.,a.D j ' WASH 0 24"o.c MINER. x' "( EDGE IF APPLICABLE . 7 3/4'�.E.O. F� � ._ } �` i ( �... ✓ _:' � S, .-:_..ems. 4. CONTINUOUS POURED 7 CONCRETE(fc 3Iw ,I 8 min. rkK M'a : ! ., P.OUREO CONCRETE - - Mim T 6" Min. THICK RE0 D. � a' E amoR "t?SVD CAP 7 3/4" NOTCH WEB-- ✓� a Min,EA, '� Efi E4 j )-_Y •� {: (TYP TOP/BOTTOM) x _„._... _ _ 4• 3/4'Min: E:D. PA.-F' A.- r t € I _ 4'x4 x3f8, (606t TO hLtOY). "ntum aNcuE'En smE �"(S AL TED &'PlhN" MAY BE L MOUN f 'u oasnNc�u ALSO INSTALLE"J:TZMPF�MOUNTED: —— CLASS u EDGE,IF APPUCAWLE a y ! FLR SECTION:0'-0' ON':SHEET$:) w F °boa :*: - SECTION:X4-X4'IIV/'�?. I ,�ENR & INTERIOR MULL! I. 48 ej` n E D 1� t't I `7 1' 1/2"x, 'j/21jt0.062".xCONT RLUAT 3 _ 2 7 3%4. = nNCLE w% ,/a 7x3%a tTW'eU)tDEX 51i?I* RAI! "DifpT$St�iNl�F � C s 4it 7`.TEK SCREWS tQ V C,Z TU TUb ? 7 N t, „ i CONLY�ETE(f c 3!Nsi}LGn} � ' € '87 Sri„THCK'REQ'(X. \ id. 9 -(4 ' t t/2.. 10p/NDR04) I I MIN.ED xa x3/e"0 t0(G68t—T6,ALLOY)Alum AN^d,E•' y t� THRU,EOI.TS ro MULLIO Lk iiyAA4�(jy[}yy��urJJJJJ do(2) 3/4'4 KWIK BOLT TZ EXPANSION ANC Jh' iipOiNG CDDP(Nan HighYetbeHy'Hurtieano Zero}. 5",din: EMBEDMENT TO POURED'COh'CR�Tv'` t/� o2azarnn2t,tnc _I:iDRIR4 B s EDGE`IE APPUCABLE'-' r' -�}YjtiLL-(TYP.:top...!'t;.66TTW.1),.. •: �4J ti - Y3. s WALL MOUNTING MTh t16N ia? e' (3 1 +• 16c�r+ iFnllfatgSAutt�rt} r as/a%s�iu .POURED EI(SNCRETEGVALL *: s ___, CA i14t' 'SERY aATL, xsr.uv T4wa a LNafN[EHueB ecst,ar rr _5HUT7ER' ICfr5<iNC 'ECTIOI+LW4', r: � ( �t" Y3p " riris"w: pf6t `ss"°° ta;wKsurrspcDaRrz 20-0&4 END&INTERIOR WALL Mb NTED MULI:ION INSTAl.LATIQ �" ' ` T�, p . _.. -/ . . _-_._.. •.JJ /fit r� , �R`.. !.,.. ' ri tt�txlstt� Y. EDGE If APPUCADLE s 2 xMUlU M oEFTHe1/13'Cont.. C P ._....... EDGE 1F AP LICAREry . .. .. a A,.UId TUBE `DPitt T;tYTTOM L!J -. -,—. ,.•3• ,`'� - .. [. .., e \y- AIWO rAPCc-t:S x, */''2 1/4 _../'ax3/a"my W&DEx..TEte 6CRtE _ - �.�• \\\1 's\� - - /"� v S1•0.D,xo,C60'6ACemao SMEL 2 t 2 t; n,F7.fEEDMENT 24f O.C. t A NtF. 24'ac. 4 3/8 M n ED L—� Fsk 4 3/9`Min. E.D. MIN,'6D - �...a <e. C(iMlNl10US POURED i• 3Id Nin.)' 3 1/;r e un.7tI1CKNE$5EXTEM 1� ii € ' .;END CAP 4 3/8^Mm:':E.D. CONTINUOUS POURED '_V. CONCRETE(f c=3 lui Mn) t _ • ,. Fr A°Wh_THICKNESSREQ •D.: EDGE IF APPUCAEILE--' t ...SECTION X4-X4`:WI �.0 I C!l4IR!S�Rr!a� t �WE ALSO INSTALLED TRAPPAiL.n1ouNTEn.sHowrr MnY. 'AAl1 EMI511NC I ,� :BfO� .CT "ORI_EI'f,ATiGN , M06NTED PER SECTION 4 Q,°' (2V), aA ON SHEET 8:). aE MAX(A4U1(G�} TER10R} 13t M6UtYfEt1-SSW)L[QF4 Sf'AP�:; s CCfYF33Pp >; OLti.E 2b':FOR INSTALLATU3(VAS� >G'Q 1AP`ON°5FY 3 25 {LIM tED. LOAD, MULLION'S �G(j#i�ANI3 SPAN tNSrAUATA( 2 t/2 a" �j'I ^3-z ENTIAL AND'"COM1S fCiAL Min E D Fitt 1 f.2" '082"kC0 J+Ltlt ItjfdJ1}1ted RESiD z� 4 �J8 ... _ a ') /}jGCE. Wf'1 jb'd c3�4 TH A fro BUt ESI Sr ` atAXIMl�K4 A S DwTDES GN,P �SSUE{E , :MIN E D , JEK 5GREV1$ '24 c c.70,,:-Tli .: ` , , 'RATING 12 0"'MAXIhQJ ;�,{4;1},y{Cy{1q r SPACING'."'VALID�FQR R�'I CONCRF X4 W/' HILHILT! INCyN})€i5 r . XiO. POWER FASTENERS WEDC� 80L4 3 lemswy! e ANCiiORs. ' mw f)66z,,,�,�{� ' d i f1� I �COMMERCIAL APPLICATfj) s f M 1(yi� }A S.Ml i DESIGN PRESSURE'f§A,,tf4 4 3/a' W jirrz E*AftoN ANWO --z-, MAY�t itJM F F Gh�,>,SR1+ iNG, vnuu`FOR :CONS �r\N�ED iq!x M x� reEao>a> TO nUFMD CoxCZETC-; . CQi(CRETJ W }�ILtt ihl 'KYO11G BOLT TZ ANCWO EDGE-IF A?PLICIVBLE �•C.Ll~4�1(NUOUS'P'wVD' n �� 6 � N `^--••-•• '—W r a, CETE�Ca i 'Will' (b '17AI v 4T SHOWN FOR CLARITY T3"{4�THE D �� 4iii kZY11�t]H t{C11LDiX txFtt (Nan k7t46 i' QI WALLiNClUNTINC3:'��LLfOIU �` �`�Sf* " 1 �/. _ cuRy+$�trrcana 'POURED CONCRE f�WALL i S, U(�i t C` o isttco n c AT ue WAWW ri 4F6r � t�errte�:s ECTION W4 s [� CB Mr p INTERIOR WALL MOUNTED ULUO INSTA l AT10N.` flYtf TCSfIttD a E: WE"Wr COMPAN% EXPERT F fF;vSERVWES• NC, BTATEt7P csa ni dkA.n;3w vry wu VAGiTS n]a ae Aqs,s w:wHtTTtoaa,aawe. _ aslalzoc wa P �tV.` taRcnawt >•-rssl F4Ri$1'11[.1�,,.FL Sta81 2D 064,. w APPLICABI E TO.A LIMITED:LOAD,Ml1LLlON SP'11N AND_MULLIQi�18PACiNG tN �T1E �.; CA'P - wn---cr—. ...,.. -5CJSE' 1/9 :T' �?t��?rl=•9EA1.f ICNi1Y�3RE,rkYAAE', PtiC L'„} 16 E us wa craw::. r �n �r.;etCEf 13A'itt'88 cn.a .. .... .. '...: 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:OBTAIN JOB SITES A.S.D.DESIGN PRESSURE RATING(p.0.)FOR THEOPENING AND'OESIRED:SLAT PROCEDURE 4b:IF MULLIONS ARE USED BUT W/O STORM BARS SPAN%L (ft)TO PROTECT IT(SEE GENERAL'NOTE#2,SHEET 1). 1.MINIMUM SEPARATION TO GLASS FOR SLATS IFMULLIONS ARE USED BUT WfO STORM BARS SHALL STEP 2:.ENTER TO CHARTS (Ia, Ib &Ib)) THRU IC ON SHEET 15 TO DETERMINE BASER ON AN IJr BE SASEO'ON CHART le ON SHEET 15. IT SHALLBE MEASURED FROM BACK SLAT SLIP(m),ANCHOR TYPE AT SIDE RAILS;A:S.D.DESIGN PRESSURE RATING(ps;L);THE OF SLATS TO GLASS. REQUIRED MAX SLAT SPAN"V ft. 2.ENTER SCHEDULES 1a TFIRU 2c ON SHEETS 24,2S i 28 W/A.S.O:DESIGN.LOAD;MAXIMUM MULLION THE FOLLOWING INFORMATION IS PROVIDED AT CHARTS I THRU IC.TO.PROCEED WITH SPACING(MAX.,IV,V OR7).AND DETERMINE,MAXIMUM M LLION SPAN(HEIGHT)W/ALLOWABLE PRODUCT INSTALLATION VERIFICATION: INTERPOLATION IN BETWEEN SPACINGS FOR A GIVEN,{�,G ,�& ).MULLION TYPE& MULLION ORIENTATION. • ENTER A.S.D.DESIGN PRESSURE RATING:SEE STEP(1)_ABOVE; 1 SEE SHEETS 10;,10A,11,1IA.i2;12A,13&13A FOR REQUIRED MULLION CONNECTION DETAILS AT • FOL QWINGASPECIFIC DEFINITION FOR SLATODUCT INGJNSTAULATION SPAN SHALL BE CONS D INCLUDING DINGANCHOR TYPE,THE TOP&BOTTOM FOR FLOOR TO CONCRETE FOR A GIVEN MULLION TYPE�r�C}, G RAP ED}OR )L MOUNTINGS OF MULLIONS INTO. LMAX:THIS ISTHE MAXIMUM ALLOWABLE SLAT SPAN FOR WI ICH A GIVEN 1/2'SLAT SLIP MAY BE PROCEDURE 4c:IF BOTH STORM BARS&MULLIONS ARE USED USED,FOR A.GtvEN A.S_O.DESIGN PRESSURE RATING. 1:.MINIMUM SEPARATION TO GLASS FORSLATS IF BOTH STORM BARS AND MULLIONS ARE USED] • MINIMUM REQUIRED SEPARATION•TO GLASSIS PROVIDED'ON CHART le:PROVIDES;SEPARATION SHALL 6E.BASED ON:CHART 1c.ON SHEETIS.IT`SHALL BE MEASURED FROM BACK'OF SLATS TO. TO GLASS FOR-PRODUCTG Wl0 OR W/STORM BARS(SEE STEP4). GL!L STEP 3:OBTAIN INFORMATION ON PRODUCTS SIDE RAILANCHOR SPACING REQUIREMENTS FOR 2.ENTER,TABLE i,.ON'.SHEET 22 W1 A.S.D.DESIGN LOAOAND STORM BAR SPACING AND DETERMINE. CONNECTION TO EXISTING STRUCTURE:FROMANCHORSCHEDULES Va,Vb&Vb'ON SHEETS 16 MAXIMUM,STORM BAR SPAN(HEIGHT)_ THRU I8.ENTER.SCHEDULES WITH FINALITY DETERMINED ANCHOR TYPE;,SUBSTRATE,MOUNTING TYPE,AS.D,DESIGN PRESSURE RATING&'.SLAT SPAN'AND OBTAIN MAXIMUM ANCHOR SPACING J.ENTER TABLES 2 OR$ON SHEET23;WITH'A.S.D:DESIGN PRESSURE MVIG`AND STORM BAR- (INCHES.ON CENTERS):SEE GENERAL NOTE 7ON,SREET 1;FOR ANCHOR:SPECS. SPACING AND DETERMINE APPLICABLE OPTIONS FOR'STORM BAR CONNECTION TO CONCRETE TOP &BOTTOM.OPTIONS PROVLDE:ANCHOR SPECS ATANCHORS TYPE LEGEND FOR VARIOUS ANCHOR STEP 4;JF PRODUCT INSTALLATION INCLUDES STORM BARS,MULLIONS OR STORM'SARS&MULLIONS;THE TYPES COVERING PERMANENT(ANCHORS AA D)OR REMOVABLE(ANCHORS'8&C)INSTALLATIONS: FOUOWLNC3RAANDATOF2YA(HH fONdG.PFSCEMP-AREAPPIJCABLE.. &IlGhQ7G `{) 20R`(i#IN41� 'CONNECTION;DEPENDINriONLOAgtlitiTBTORA4BItR _.. IPACJt(S70 r �-T , PROCEQURE 4 IF STORM:BARS ARE:USEa; a:ENTER SCiiEDULFS 1a;Tt1RU 2C 0 SHEETS 24,25 8 28 W/A 6 D: S(GN AITESSUR RATING 1.MINIMUM SEPARATIONTO"GLASS FOR SLATS IF STORM BARS ARE USED SHALL BE BAS€DON &IAXLMUM hQULL1QN SF!AC9Afl(MAX 12,8'OR 6 AND DIE I MAXIMUM IJLLTON SP CHART- q ON SEtEa~T 18rlT:SHAt L BE MEASUR`EQFROM BACK OF SLATS'TO GLASS. (tiELGFITy.N±/6C LL31)VABj iL�JM I✓Tt8tOL15T,lON:IN;BETWEEN`SPACINGS Ft FtA a14LION TYPE&MULI*ION ORIENTATION. Z.ENTERTABLEI'ONSHEET22'W/&S.D.DESIGN'LOAD`;STOW BAR SPACING'ANDDETERMINE MAXIMtiNt: 5 SEE#LEETS tU 14A fi 31A 12;i2A 13&13A FOR MULLIONOQNNk&jdtl)DE7AILSA T & ALLOWABLE STORM BAR SPAN(HEIGHT): ISOTTOItL IE4R �TIT CEILING TR ED))OOR WALL MOUI INGS 13Ft7[UL:I(f�l91BiT G6PICRETE 3 EPITER'TABLES 2 OR 3 ON SHEET 23,ftdttl A.S:D.DESIGN PRESSURE"NCa AND STORM BAIT _ . SPACM AND DETER MINE APPLICABLE:OPTIONS FOR STORM BfsR.C4NNECTLON,T000NGREiE TOP&BOTTOM:OPTIONS PROVIDEANCHOR SPEGS;AT ANCHORS TYPE LEGEND FOR VARIOUS' "` i Pf OCEf3tl#tEPERSTEPS i T?if3U 31S"SIMILAR FOR INSTAL TiONS fNTO WC}dCSFEZRME ANCHOR TYPES COVERING'PERMANEM(ANCHORS 4&D)OR'REM OVA61 E(ANCHORS B&C) ST(#UCTf�RE$,.5E� FiEETS 2U 821 FOR CIMITATIpNS Af� LICASLE TO�(VSTAi LLt f t31 tS INTO' INSTALLATIONS&A,CHOlCE:OF 2 OR 4:A.NCHORB PER CONNECTION DEPENDING ON LOADANO y�(jf3)f R{4LAk.STRUCTUfTES».,_'.:; : STORM' SPAeINa., �� t If4' • r ``i��\ � /il FLOidQA BU)LQiNG COIfE(2dyrr SW9sloclty.Hurei=n6 Zonis), usay.pmcc vc` oeAwN Bii RoJJa Crff.4416 ®itiC �uttsrSpst�sn oe/OeAS ERT SH( ER,SERVICES, c INC. _ tt wm v.�e:s wc, er.aaes.n.maa 61I .N Kt�ir!(St ACCIL •ae,. r 'sa-rno r..:t3mino-s» 2aAWM A. "4 STATE O• C I a m eroo"aco" Fear sr waQ:n s►�aa ux.Rum x" %�d P 4+A'':r c�aooe»e nnw'eac rw.wm im.tfr6 vi-axm. x.nuu 4:Pr. " Q ,� .� .4 �$+ Q tE a "!+'hfATUR TINT'"- Fl.srti(u:ta 4tia7 �,.� m.n-w ... -SNFEi Ita2a e `®°' `SLAT PERFORMANCE CHAkisS J�L .I i .' .; d I,C'(ONLY VALID FCR 1/2'SLIP} fOR A Q[VEN fi S.D..DESIGN PRESSURE RATLNG.(p;a.1j,PRODUCT AaOLiNT CONDiTJON i'ttCt LIDJN0 ANCHOR TYPE AND FOR INSTALd flTipMS Wi pR W/O .. ... .... ...-'crPARS 'CHART Ia 'CHAFIr Ib,. Ib° HAl�T , CHART USE'IH)d►iIRN AID.1ut6 5118wD7A N USE MAVA f(ffii roE ASS7 tA�Q yti t� 3lE Bj:KWfREOONCRETE ANCHOR, 20A{�Xi'�� ` s iTAPCON XL ANCHOR ANChDa. 5/18`m .. Rf1ED CELL'CONCREItiT 64L?CA,F .. idAX bt4X. SLAT SPAN ``titlt`^SW 0 SLAT SPAN REQUIt3l $EP1hhTtOFt Tf/G1RSS. L1E�1urr. . `Lwuc' MEASUR *'8kCK OF MAT.,(In) . tui tom. evan mir +>¢i iw�Yca stinu-busJR4pm UR uxo(c W/, WOW 6w w ' ara»+r tr/N/ its 2 �+��! w o STDRdi tTdR9 w STOR<d B& R(ATi'G, mm t srs # „ * bat roiu srr roogs* szs`rat> *' srs;rwms ;r k ii2 r mrs* � ` W mNo zc ut�ia4 oHe m a no' W 4:.::...: z0.0� 7A 9`,�i '�20'-0` 5 'd,7 `20`-Q� 16-a =Aa.-D ,,,.:1s'-a• a9 0 _.t6 8 1 36Q- sayQ t5.3 20 0 18 0 20 0� i5 0 1�d-^°f-r 16 3 ^A 0 18-0 18 3 .1d Q laa: 20 0" 18 2' 19 7 18 8_ 20 14 5` 1tq ti fa t6 if }9- 8 14' 10 .12 9 ' 1 }sue•(J2 8 7 Ls:-D 18 0 15 5 ' 20 Q' tQ 2. 18=0 3;=9 ix-4 i 2 13 9 72 4 1 �1R E/2 7' 6DlG' 2a 0 1€ 10... 16 9.. tS Y" L3 '"W'-1 -13 9 �'ti4 rQ t C... ,v w - ma".. 7& �} 't3.9.: IE " t ii t2. ! '^Q t2'-4�. 12 0 '10 6" 1 i Zti a '(4 8 15 B i3' q- 17 .: All 472. ti-0�-910 4 ;.4 tl 1 ti3 :,ir 7 73a 1g� it 7 12 7 iQ t0 ii 3 tOx 0• 11 4 3 11 12rQ 1tl.-0 9 10 i 'iC 1 1B-Y a 7 moL 9 tl 0 12 0 tOr t3 7",,, 9 1a ,}ii" 8 '7 11 '7• 8..„-6 .9 3 ,:8-8 1 ''13 '6 2 9 _.. 1000 17 9 P A 10 6 0 tR g-g 8 k ia'.a 8vA S 3 10$A'' 71 3" B-0: El 9 ,x 9 d $.;Q 8 a 7 1_ .11 1/2 b 1 11aa' 7 8-8 9 '9` 8 8 10 S1 7 70 8^FD"z 7 ii 9 J > 3 f0 _ 8 j _-;O.r 7:.8 7 8 7' t) .`1 "71 z1/2 ..:'a 7 t2D.a- lQ` 8 $ 1`. 9 3 8 2•b Sa-3' t48QP"j62` 7 9 9-0 7 t7 t0 Q T 2 8-$ 7-4 E: 134Q'`'s fQ` 7 8 8 9 7 T-9' S 9: r-a 7 Z" EY-B 7-0 7$ 0 $ t 101/2 6 7a 1350 7 a e M 7 T a & 1p x 8'a 6 iQ �7 of 3 i 1v�tjz 6 �» 4 Yo:1/s8 f ''.a }. `.. ..:,d-•' �:, ,e z - 7 3. '_ f.,e 'iG , '7,=s :.a--`> PO'` �=� T �1 �70 a .7^ t8a,tl+ 82. 10 .6 58.0.°'.,, 2 70 i0 ..6 -. Y 1 ASOV6 LNAICATE0 tNA>L-SLAT SPANS MAY BE USED AS'LONG AS PPICFI0 $PAGINT� SCttEOL1LES'O1V'SHEETS 17'8c 1N JNL11OAT AN Ate i10R SPACING CS M61 AStk FOR THE'CORRESPON1i1tdG SLAT lGN.QPc"SSURE RATING. x' 2. REt�111Rtt Slt)k<:1;�It f S7ENFa! O EXISTING STRUCTURE 1ytT)i ....; .�� F; t/�% t.oza st secahec uirivxawx ecane ons} t�) y 3%6'.KWIlG.`VOLT 3 ANCAOR'.CR 5/16 s TAPCON X1-ILNCHOE ,i>1T0, t5� B�C 6 a locity .. FLORIDAFLQF80A t3 FAUREQ CONCRETE bR GROLr FILLFO CELL CONCRETE BLVA OR / � �r 7�ot!&t$s6toe rspstam, _ cv/e/zmv" W(T1L 1/d is 1ELt'SCREwS;A1.6aJLL10N5 CONNECli VALILI';I ' Q 4?1,1C( „� K�► ,�mC. vatE WALL„1uau�rt��;r Ar�rPEo r uLai LT,i�No eu1L)-ouT Mo 1Ht L1 �r: ' —� , -�e„� „a aaMPA„, EXPERT`SHt�T7 ER'SERVICES-INC. _ . f!r' �,rs,?, i' -Nn, tt sb �amri M1 ss�rt� 668*J V1'VAW7I16tEC DWRF.". 3 MhtlhllSM�tA7.,SPAddS FOR`INTERMEDIATE LOADS.MAY L3E.,- ` "p• ter-r n.om en_m�i ZO-064, DE7EQ4AilEb 9K:L€tvEAs":iMERPOi1rTSON BETWEEN E3A VALLES. r'r� t� �m F sLlDo ru r.Rtr�xv}cei cio_ oaamnc u, - tars or a 10�' - 5Y<ifdi 0..DU1F' •PE. -r ua AaxmA,tr •;jd7 `'.. eu ri-w � . a.n Sx u `.EFliJ51GMR'fUREJ0A7E, iartt MAX ANCHOR'S SPACING SCHEDULE Va FOR A GIVEN PRODUCT MOW4T G`t"Y E,W13I8"0 KWIK BdLT 3 ANCHORS TO POURED CONCRETE WALL A.S.D'.DESIGN PRESSURE.RATING&SLAT SPAN RANGE t WALL MOUNT. SLAT SPAN:RANGE. 9E$IGH .. ... _ attasuRe , . ; RAtitk3 '0'-4'? > 4 5 f >S ;a.'i > 6'-7'i' >7 9,t >fl'-r2.'t > 12' A 1.. . - . . 9" �...., 9" .. ...: 9 - . 9" r3 g 9_ _ W:� >41-60 >s-ao SLAT j'I:m£: .. .. �: 5/8" - � . SPAN' SUtT SPAN POR_it GIVIEN A.Sb-'DESIGN >7as-tao q^ ^8 S 9 8 0 PRESSURE:RATING•'SFiALI >121-t40 '.9'; 9 s ...a" - NEVER..EXCEED:MAX. SLAT 9 .-. T» 7" - SPAN INCY.CATED ON'SLAT' ,tat=iso _ 9^ 9 S ? SPAN LLB 'DE61PtITfAN PERFORMANCE CHART.ON SHEET 15.: FTRAPPED MOUNT. . E SLAT:SPAN RANGE ..: -.: tom. f1-4'T > 7'-9 zt >:$ 12 ':. > =20 T,-. s37 AD 9' fl 9; :9 ..._ .._....._ 99 -. .. -StltT SPAtd RANtiE AATIt�. 6�_�4 t >�-'� ' Y 5=6 t {pa V 1:9 @ E E i E E E E E E a E 777 ZKE..' ET >st as 9 9 1 9 9"- 9 9 g V 9 9 9 >at-eosx 9 9 9 :7/z 7 1 J2 6 „ s sfx s /a s1>3 9. a'..�•© 558<:6,'y t >at toy. 9 9 9 9 9 9 x9 7 9" 9"" $ ft & 6 2} a4 �a/S 5:5J8 5 5 5 5j& >tae tao 9.'. 8 13 9 S'., a 8 :1/2 & 6 5/5 5'5Efl 5 5/fi n 9 9 9 >taf..t+o 9 g g 9 9 „7 t 2 s" 6' s t/2 /"5'rV. 6 S— _ »at-rao 9 e 9 a` a.. : ,6.,., z' 6_3 a g71ffft/tlthip +` AORMA ou Mutt eOUF 1'1eFr Kati Pe�oatty Eurrioane zone) luYP pm � � e i� ?t,�s£.4 .�kIIt�g3(Cdt! ae 9'znn 0 M,• ,1 ffi IIft7A7C8gMfl alf<LPIY :EXPER wli{I:.M SER6`ICE. INC. -Q.S. pj me :5e1lo+Jr�awXpCy.rC sr - M m ?VE4nARRC a mE Y. nil riT �l ' N r +xm7 _' i nu ranmtsj8 iA.,i R-rwico el�>«.AS#"AI,%Si.riNF'+Ttlr.F.fUhT;,.. „� ET1S'or." Sr }31 +• fr.Mf �€fF we av w+c MN(AtdCHt}l�'� �P1�G1NG'�C�#EI]UL� ' F ORAGIVEN SHU TER MOO".NG.r(PE W+ ',,6ji6"0TAPCorO xtYlNOf4f1RS TO Pt7URED C6hCRETE WALL A:S D:DES(GN-L 0AD SL:»4T SPAR RANGE.t _ .Y—ta 6 aar as 8 8" 6 2k 7 .T a" _... t kW.,SEAT SPAN,FORA .. i`a-iss 3 - A 6 S Ije 3 3jd 3 3j4 _ �SPAP� GidEN ASD.;DESt(nSHALL NMIER EXCEED MAX., Qr1D S1AT SPAN INDICATED ON' 7 1/2 , K SEAT FEWO#iNA CE CHART at+2.tLD: g", 6 :.:_;. _.._.'S :. ._ .:...., :..,_A., m". ._.:"..r• ;_ - ON SHEET 15. _.-.. SLAT SPAL� DEFjWIR�q ' ,fPWCsEt7 MOUNT 4¢sr S#AT St>A(M RR9E x a04777777i, G i4! 1 i#ti4d6 E Ti tf S.4j2 A 4 4 . .+ r^. N w #i..#TCtUlylOuiTz° m...„ SLAT4 SPAN`RAkOE _ .�J`'):'.�t•Y ..ai`n.�}+s ..�<.E"' Z .}..W I,•rn .,�':,; H ^�°-F'�t> ° s i�Z. C _ 1 E E i E it T Li $ 6• 6" a t 6'' fi`. 6 3 9" 6„. 6 $" S " 1j.2 5 j2? 112 #" 1 "4` :3jq" B=I 6 5 $ K, &_ a 6 t3 &3 5 i 4 z ' 3jY 3'314 t 3 3 3ja? ,( >ii S91 >t6" 6. 6x: 6 a8 t3 g 6 «',G. g�. r B B, 6 %'6" 6 d, a1". 3. Tf+b", 3:3J4 a $t ? $ w6: y'. 6" . atai xcz ;6" 6" 6 z 3 j4 4,3f 4i: 2 4 3 3 3�4 3 3a" 3 3 1 3 3j i rioistze .:5` b 6 . t 4 #7Z shj4 uj$ 3j " - { :i 2.;3'3j!'I w•9'.': Mao �.. -..,#`i <6.'„. • ,33jM-3^''•,�,�4 «•�,.. a" i W on cons zone) CCfi�.�tt s8?#h.Va oclr�Su[r e).. s<ttcp DftRriN BY, ,:f'LbRYJA EtU2f31niG yyq� I ' A. ' [t �+ rRolLfv+�S vldSt3 am" ccja/mo', oATC EXPERT�y' max.iru;vxio sttol avwt n"it nad 5c riw7u±lss1mtcE 20 064 yyt fir. Mrs am� txe cwwnw'io n or is ..l1�1 AL �,�o raTuq jCq tM ANCHOR'S SPACING SdHEDULE Vb FOR A.GWENPRODUCTMOUNTINGTYPE;•M`Wl'6VTAPCONXLANCHORS TO GROUT FILLED CELLCGiNCRETE BLOGK'WALL A.S.D:DESIGNPRESSURE RATING&SLAT SPAN RANGE t WALCOWNT S4TFSP ..,AN.RANGE os�r+ PRE RAATTM 0%-W t > 4' 5 f J fi j:., > 6=7,`'t 7.7'-9 t > 12'-16'.t > 16'-20't RAW(pa.f. a'so.0 . 8 ... . . E $ , E" 8 8 6" 4 1 J2 6, 8 -..., 6 E........:.-._ 6 7..: ...__ 46 $ 6 B ,4 1J2"' _ - .. S._.�1/2 _-y-- - SLAT SPAN FOR A GM A.S-D. DESIGN >tL SPh14 PRESSURE RATING SBWL PR `' CC __] HDIER EXCEED M49. SLAT >t 8' 6 __._.._' SPAN INDICATED ON SCAT _ - --- z' ... 5 4'.`' PERFORMANCE'CHART w SLAT..-.SPAID-DEFINITION, SHEET"15.,;.._._,. ON . otstta+ `SLAT':SPAN`RANiE_. RATotc o`-s f > 4'-s t 1s'-i6't > is,—id,t >31 a0 ... 6 fi" 6 ga" .6 8 4 1/2" . >fit 105 .-.g^ 4 1/2 4 tJ2 41217140 1J2 t ,,. _ .. ,'; b�t111ttixatit.Nielf�NT eestofl .>b'-:6 t >•.:6' '7""(' :': Y—# f2 16"F RAN "t. E E aj'E E E �;_ E E E ;: - s 30 0 £� :; ._6_�_ .6.,;.,° .8 6 6 6 6'. fi 6 8 ' b" 8 6 6 _.6 6 r &1JV 4 4. 1/2_... _ -_"Tw ' fi use 6 6.'- 5 1f2 9 1/2 - >et„so 6" 8t 6» ', 6 `+5 i/2. 5 1/2 5 7'[2 4 iJ2 5 C4! <4 __. s 4 3/4 /2.. 5'. 1/2"4 1/2...;3 3/4 3t-;)J4 >tas-tzo _ '1 J2, 4 1 J2' ,a. i J2 3 'a/¢ - - >tzt tao — :...� 3. f : d_. a yj ``�a� �`z}. d,4�y4�. F7.0Ri0A 81dlDM1G C{ap '.(N'bPjjll!¢h,4alocfty,Humconw Zono) 4kJEtyQ DAA"Or, eU Y P.. .. ,.7 �'N C _ DATE TY y iuT.rasswc a e uecmYc coYVYtr E PERT'.SH ER SEMOES`iNC. X �/�i a 5A}E,OF ✓ sw a 20 064. i — ¢ tan�0ay.c9mm1-yea bba umFL:s1404L9 �� tUl{td'' �a'�fi• ct-oeecz±n, r �n uDt`�.tri;roast mt oiia DRAWING Y° SMXr I H Df 29 SCHEDULE VC: Vx FORCES (Lb/FT)&Vy, FORCES(Lb/FT)ACTING AT JAMBS FORM A.S.D. DESIGN.LOAD RANGE, SLAT SPAN RANGE FOR POURED CONCRETE OR GROUT FILLED CELL,CONCRETE.BLOCK WALL BUILDIMQS (USE MAXIMUM VALUE BETWEEN POSMVE.AND NEGATIVE A.S.-D. LOAD) mmu SLAT SPAN RANGE PRE RE GN 0'-4' > 4'-5' > 5'-6' > 6'-7' > 7'-9' > 9'-12' > 12'-:l6' > 16-:20' RATING Vx (Psf) Vx. .. VY..._ Vx VY Vx VY Vx VY Vx VY V Vx v.._ vX Y Y Y. V S 30.0 10 60 10 75 165 90 238 105 421: . 135 . 594 180 999 240 1396 360, ... >31 .40„ 1p 80 10; 1,00 386T20y -440 _140- 398 180 823 240 1328 320 1823 400 >41-60 10. 120 290 150 794 1.80 50.9 210 708 270 ,, 1266. 360 195,2 48,0 2:553 582 ` >61-80 10 .. 160. 616 200 767 240 _ 79.6 280 1'007 360 1695 480 2422 600 2547 596 >81-1.05. 123 210 550 f 2,63 711 315 1142 368 1372 '4.73 2009 591 2492 638 - ._. >106-120 . 31.3 240` 728 -•300 $81 '60 1346 420 1587 540 211Z 640 ;w w _ _ 140 „ 552 280, 960 350 .1003 420 t:612 490 1869 630 2039 635 - .. 141 _160 781. 320-. .1,1,86 �400 1322 4 , A 19,6 .1'8?3 0r ='t'-40t _ _ 4 R HA LL BE•THE RE$PON5181LITY OF THE CMMVAL ,0!*OR• PERMIT HOI)ER TO-VERIFY THAT,E3OSMNO STRUCTURE% t '€ DESIGNED f08U?P(N2TVx!{NDttyFORCESIRPDUNDSPER � -• UNK FOOT OF SHUTTER HEIGHT AT 60THJAMBS: SEETHIS'SHEET`.F,ORVs&1ty`VALUES. i Vy .. ! 'SIDE RAIL Vx � 11� �i ... ._.. F4t?TGDABf}i1,DtYtG Co�i`(Nen 8upA Vrloeity:BumeOne Zoai`e} , 4stsi5} t1 Y �� .'+ o uxo.r�ea7 wq fig > 7![LYjTC$TJNGS4'.CNClWCCNiNG"COMPA v .. ER1'� EWSC ANC, i -•lCr "' +rY +uKi nM Lwa w•+'an.�.•w+ramo¢.n.vlee 14t4# W NtW+PItlRt'ZE : 20 08 ' sTATE OF ��f� t '�'�a�aort�sm � waar r sa Imaxatc Hs � .. � 4i CtWWWU7t9, i a-rkss�".E,'.si tr�nt srs-psi •- - _ .•f,+ s\ t1 t i1 - 5t1171F 1.fptR J.7.E. ctt t 9... .. SHUT 0' 3fAT pEf. d0im, NCr`s tART 3 FE ..Cl 4OWY VAUD FOR 112"SLIPi Sl�T e'�'RF'fJRAiAk�EE'{-tARF�I A U, iO—i4LY VALID FOR IA4 SCSFh':.: :A AXIMUM.SLAT SPAN AND LIWIm fm's&ARATIQN TL,I dXiS..'FOR A - ...` . .. .. :. .. �VEN WOOD F f SLAT rvf Af%tYt�:�bS67ftN�bff 6}.$cd�T11'Pv£rSUH�tiA39:G tp s.Q AAY±RF.OGtICTN4UHf FORAGtX6�Iid1iI47114e4€A.�LP tlE&jCN PRS YfR Rdl4LKi(p:k7jN {'+•ECY✓ZUCT IAOIfNF COtF6feE61lE i LIP (8"AND.PRODUCT MOUNS;RFG.- (W F PR.MFS 4VAlLS. C+isuYtt�N RIN c+r sew SY4ar ices PER DETAIL a erAFiuv tNsrsiL 7ml x r:stcP�S au i?c ran x et tav✓ Wt 2`k4"'TFUPS ASP Ft A 7ICi ON 7A1i:1 ..w �ik�iYCxN c Iisi ' CHART.IC C ARr,Ti�1 ,_ �;t� � � �ctrae�ta!a�.suiaowa WAX. =OWNED W tvssrr TSu" • re .. " si►wuae�rase S6CtnD cRAD> CE�N �u amassiL ' 9R6a'! Af 'CN EfL tt'ICNOR .. Im FOR -RESSM .ASD. w WIUE ,b.?t6 TircGO^1 kL A-4q$409, K3R ibJa`5iaatd . RATING *t9iEii 84 .A, mAX. A Sfih6t Q m ACAS FtE4iliR2��1 ,I3(Ep.qT SPA4d t }IdTit ,NrPWE?p2{G�0:55) (?66t 1 4 _ .. �'xsa�•• vw mnt ` .. f 's` .W/0 5'oftar.rs+ .t RJtti �uFr+ muv. >sx�°'a�vjr ._.iVjO SIORir BaRS ...,STvUq. E-FS IN G_4a.56 0 s.RATp.G -, vm Iw4zoc .(p x 4},s',f uatmd b boss s ''tea { .{iF.ti), �iisr�lt' am]sbt{�[xalsb � - .... - 'Ri.a• "'t{9'" .... !T.,.,_.-s7 tA"'^:p .'�Jl°• t4.w�G tO-(Y' tl�s-G =�ao« to-n t>i� ID-ate i" r t r an«� �.�,-�r -:r r• .� -r t ., i � �f F� r Y/2' = y e ; '�( 1• .:, """4 :: +a• sft- tt Fli_p 1Q C mt' r f�.2' ^1500 r+ '-'T' 3 '] 3 *i-5 F :.S 1 8 �' .� ¢t i .ice Ar PFIaszANr> cr�A�T II[ tf)NLY vAuD FOR�rz sLIP) .. �ML �t#t:fcnP tgrtt t aaA Fx o Gt aR AEiw&rtracd o*t}u+uni oLwcretobR�r _ s� !M' T i a, caNpssR+ctuzNsraa acsraasserow r riii MAXIMUMA'Sb C}ES[GiLfIR3��?3t}bCRA� yS €1E l�lfc C1�di�T. YJP2 s ,CHART IIIC i _ W, 3 •'Vtllp Hlty�{�98} �i 4-ny 5!i O C:: t { E A IW' „ r DI I`i4lf..,?(1:4EVi�#T E)ri)}1 ...._ '.- UN1D FOB_.. (ag 13ETAlL 1( STATICS » LEYr]' -! % '•"-*t4fgC�S SPI " fm ')SC{,51 {Q .zS} tm g. I .� .: I 0.FSS -iO.x: �"'•VBUb FOR 9G£dk'i$ � '"°",,,...m. f Yl81I! ` ,d W/0 IORN BARS r .. ; .f T= ; s j S J f)- tlliR.iH�Ccd ?sw�eFstl' Y Ai s sa ;. T SLAt 5PA11 1]£OfNiTf6fl a.+7 SP�,Lk'�ER111IY10N g sao• o to L?..;4 ," a aeo« e2 a iz carz � t " " uno 16:0•� tX"=cs" Fyi=dt t2 u a t•.. s•�. ;' )i,PS6.Wk 4"N'161 .TZO' M.fdc.rUT.SPA NS t Y�`T'C U�Edt�AS{.fY`l.e ritdLFif)}Y�PPACIritu ^Y EA k" a.'+ . .. , �ChY�i{ECT 2E !hl]T�J+�Tt�A itt SpAGNS:�jS AVtvi�+F7t)„€i7R"I f'tbgRANY}lP{G� U6F'kt� ' - _r t �r��"rl),y t)F.�C>h}PFs'ESSt1E+E FATh=dak, { 4G c)7SEj4A&l TCRiE BtF{LT S?3�Tlr 'AeGkE!kRI4 R1�F�S 4N OF1'A(70fD RftOVt5tON5 FR01*CHAPTCR 23:OF TRIF LPMOA�IC4� GGp�Mid�Mtl�l tEP�Gtft� v EITHER# Si01�Cfl",Q{��tft� .+e{RLi ``�� ° tA�f �i. - ;FCt�fv"{!f� 3ti3tpflG C00 (pare"4alocity Hurricane?an®) , IPiSTALLATION iNTO WOOD FRAME STRUCTUR _. . .. _ €6 41{#1 DATE afexmtcsxuam XPERTISHU7I�:��I�� S INC. f ✓` nxrciST nau+k ad' +ap.,i` r"aii"�`M+ E68 5 W WFAtxtbR!DBMS 20 064 y s7�r :. is•' *d� ascr= ac a.,..<a-Yalf T �4984� �9NEGCRta W2N06 o_CF. -a*3 _ ,� 2 S :m - ... ,_.. �._ /ryJFtiititliiiM ... ,•._ �:. �..,, .....�.. _.:.�.. -,_._ .. 3 _> ..:.- MAX.ANCHOR'S SPACING SCHEDULE VI FOR A GIVtN PRODUCT MOUNTING TYPE,WOOD GRADE,A.S.D.DESIGN PRESSURE RATING-Win AND.SLATSPAN-RANGE WALL MOUNT&BUtLD=C'U7 MOUNT TO 2"A!'WOOD STUD WALL M06f'4 To'2NW WOOD STUD WITH MINIMUM 112"PLYWOOD TSEE GETA 0 QN SHEET 2f3}. ...:... .. . .:: (SEE DETAIL 2,4N SHEET 201, SLAT"iiEs!GN• 9AT'SPAtt Rptl(� �bESif�i. ' T SPAN RANGE -- YWOOD GRADS' PRESSURE.._ WDOt3 GRADE FREsSLt�2E s de of EATING .. y,Rht^JdG'._, U to 4' >4 fo 3 >5 m C j>E'to T c!-T to:4'-5` ,: E 300 8 G G r—. SOUTHERN PRi ao G __........ SOUTHERN PINE tV, QG „.. 6 a" s" s" _ s" 3/a" 4 {G 45 o" 5" k" 3 1/2_ 56 G" as .< 6° 6 G G 4 3/4 3. t/2 _._ _,.. 6 6 _.G"::._. 5 3/4" 5.1 4` 3 3/4"- 3 OUGLAS (R QflTtf 30 0 _ G y DOUGUAS-M SOVTK 3�+ b 6 . 6 6 G s 5 N 40 8" G>=U.46) >,'> k4&t>_ 6"� Ba E � '5.114`'�9�_7 4,"..,4�t/vi., .>:4::... SPRUCE;PV flft�409*11 -„30 PINET1P SOU}}I G 0>36 .cr 6" UCE G-0.36 BUILD=.OUT MOUNT TO 2"x6"WO'OD:STUDI/il°i i MiMMUM 1/T PLYWOOD (SEE DETAIL 2 ON SHel� bl :: s54�iT SWAM:.;RANGE V4L64n;'M Y%)FR A Yf. Y7MY M', 1mcM!'k,E�3 YWlMt.M.,i1QfAla-q E'..RUUh Y H LOW.LOW. T*YY vs'""v!*�r`f`cAOE; FRE�t7RE a ,_..., tY-�°.. ;� .�x-�c�. _..ham-if' uvNl.9tfik� tuiM€r t q f q ¢: .xJ•'1 f 5 54UT}!CnN l Wei' Z v# e � ..Sf4..... ,_"sSa....:_ lxDtlDt ijfi SOUTIT �ttfB s" 6 G 6 '1: G 6 kG fs 1€ 6• s S #t7 - _;i`C Q Ci 6 3 TfZ" •S:'t 2.. .5;1/•7 .5't'/.?. d l' `w' IA �,�� .. - eR�� ifflTF/,tj�fWr. :, . - ,, ..<::FE.o�ttt�S1i;:.ct1 6�crti�I�1u't tt�n„tialocRy•xutrscooe.zone?: MAX SPA �'{3R,SLk'C F'OF: 62t..f> u60 A C.' A S r� OVSION Na' b S �RESSU��"RATIt�CC,�SritZL! :fix 6 W,� SIrr, Lib 1f m I. Ede:a�t� Qa?� SPAN• NI MCAsED;ON SLAT.'. , ! �` TErxr.Te�nWr�:mzlntt"€t1sr„�wMY EKI��RT''StiUT7Ef1 S�Rdi��S INC. . a==.'�4�3 6i.acR utsr+r unsxu;r�.1.im 69:t$aY Wr5lYdzif�L.0717M - I�E O€1 }A€r s i T$' ° aT , ,�€ ecks sr u x 20—D64. � � �. ! i"$ CSist �:: 5 ��r �' rr a.ge.s+€�ai St1EEF {7,. FCC t<G. �mcetti nac< .p am2 a>Jx, cc aaawwo rm ,�.mrw> rcn acm+z. ea ;,fJp u 1 •...a. iV�4ti. s..�E:(JGNASLAF/'JAI£.. t6C :i:.$ +ifT° a.: -utt-i.s. ..uni 'SrfEEt,F.s or la ... .- ..__ TABLE 1 MAX ALLOWABLE STORM BAR SPAM{ft)TOR i4 GIVEN.A.S.D. DESIGN LOAD(P.s.f.)i&A GIVEN STOW BAR SPACING,(M*" STORM BAR SPACING (Fo DESIGN PRESSURE RATwG 2' 2.667' 3' 3.5' 4' 4oV 5.' 5.V 6' 6 66T 300. . 11 .0 11 0 11 Oi`^ 11 0 11 a' 11'-Q - ONLY 11 Q .- 11 0" i 1" 0 1 t 6 j 1F{IS REGION IS ONLY VALID fOtZ INSTALLATIONS _ V1 1 OR MORE STORR4 BARS RER`SHUTTER 350, 11'-0 1 _0.. Lj.._0 71 d" 1 t -0 11 0 1 Q 1 f' 011 0" . _ _ _ _W 40 Q. 11 0' 11 0 ,...a 1 -f7" 31.-p 1 0.,.., .._.1�..wU 1 i 1 7 0" ... 11 0 W _�.._ 45 0 1 t 0 i 1 -Q" _1 1 d" 11'-Q 11 fl".. 1 1 _p t t Q 11 0" i 1' Q i 1 0" 50 0 tt ,0" 11-0 _.. t 1 0° 11.-0 11 a 1 l 0 11 0 11 -a" 11' 0 11' 0"'-_* ( THIS REGION IS ONIY VA1JO FOR'INStALLATIO S _. , - W/ 2 Ok MARE STORM BARS PER"SHUTTER 0 t . 0 11 0" 11 -0 11 0" _. ..� �- _ - 6D to-0" 19 0 11'-0 17 -0" .. 11`--0 11 0 1 T-Q" 11`-Q" w..� -'Q t 1 .Q 11:=4 7b,0 11 -011 0' 11 -0 11 0 a :o° - 85.0. + i. ._ - 90 0 11 -Q" - 95.0, ..11,',-.Q° j.i Q„ i j` d:i' 71 0" t 1 _2" - „ .. _. : 100.Q-` s 1'.,.0 r i 1 a � 11 Q" 11'-•0" 11'-0" -; 1060 t3 qs - 11004;� 0. 11 - 11_0 - 115 0�` ._ 'f.1 0 .;, 31,...,Q::., _ W _ r x s 125(t r 135,fz', }1 iJ 11 0 11 Q 11 Q 11 d - 15501 , _- 150 0. vatocity Hurrieana:.Zcnej' It lIEASURED IN;BETWEEN CENTER. LINES OF'STORM BARS,.IN' at ws I EET OR FRO{+1 T(Fr Of,SIDE 4,9L j0„CENTER;OF STORM BAR. <,� xbza x&xtatl �llitAaZ .._ a G CODE Ott v w �u ""hd.. afEs€'Sys#Rsfx os/a/zoiF 2dsxtt��Jt anxe rc��c•��weE�a+H��+arrur; �tPE ,`:SF1E�3ER 5'�FIVit.� / 'J - icsa wpm,..a'w� saow o.a.us n _tltrs aia.arkdias ' Age 20=064 f7we tftltr•xs» m (a }t.+a. gdRi SY•[ttGF.F{-ldsst, ' z 1 1'E Qs o 2 °^ eRsm,':taws�u ms.rAY t»1 ex ppx� o uv a r w s ��•h xGQ '+yL� aEA7.(5'U"i x`UfiEf?Sc l(4xt�hZo Vt si ter 12 fit rs' �Rfl x TABLE 2 TABLE 3 REQUIREMENTS FOR STORM BAR CONNECTION TO CONCRETE TOP AND BOTTOM PER REQUIREMENTS FOR STORM BAR CONNECTION TO CONCRETE TOP At d BOTTOM PER StC ION S-S.(SHEET 9) FOR A GIVEN'A.S.D.DESIGN LOAD(p.s.Q..&STORM BAR SPACING {ft) %SECTION.S1-S1:(SHEET.9) FOR A GIVEN A.S.D.DESIGN LOAD(p.s.t):&f3TORM BAR SPACING Cq) ASa STORM BAR SPACING"d'(tT) .. STORM BAR SPACING°a (t'o 2' 2667- 3' 3S' 4' 4.5' S' S.5' 6' 888T 2' 2.667' 3' 3.5' a 45' 5 s '.: B' 6.667' A,B,C,D' A C D , �D ....h&C D A B C D -0."B C D C.D .&B.C,D A_e C,D._ 7SOA A.B C D : A.B C.D. ...A,B:C,D- AB,C;D BCD - A,B CD A.9&C— A&� ; AB.0 ABA... A.B.C.D . A B C D: hB,C�6 . 'A,B,C,D AB�C�D ABC 6._ A.B,C,D AB,C,D _g,B C,D :=0 A;B,Cip." A8 C,U..._ AB.C.D- 68;C 0,: B,C D AB,C AB.0 B C':': A,0 CCDD. CD hB.CD A,BzC,D AB C.D ABC;DAB.C.D 0.B.C'D ".CA '440 A,B1C D_,: ,_AB,Ca[],__A,8�C,6A_9 0 C D <A,B.C,D" AB,C D I 0.8 C,D ALB C,D A,B C D A B.C.D A,B.C45.0 AB CD _ABC,D A,B C""""4 A A A A .._ t .._-.._._ 1✓ B.CAB,^A0.8,C.D. A.B�C.D A;B_0 0 C D - .. - _ � - ___._.._. _.. _A. 0.B Cam ,A�8�C _,, SD.O. 0.B,C 0 �. AB.C,D AB.0 C k,ftC BC A'.... A "" A. .A�_ A-" -., .. -'�.0 A.B,C,D A.B C.O. AB C.D" A,B-C:D- A.B,C,D A,9.C.D ;A8,C.D A C.D- B C AB C K3:0 A.B.C.D AA&GD Mc A,B,C- A A. A - A -A A C:. BC BC - - BCD BCD BCD BCD �B D BCD ...q8. A 0 A B A A A A �. A&1.0 - ABC,D A A ._ A ,, A A. A, _ _._. AS A0. 8C�6 h&C A;B_,C A __A._.. . =dBA AB,C D AB C,D A,B,C.D �A%C,D QD A B.C•0 0.0 C 0.8 C. A,q& .;!g8: QSA A 8 C D ALB C__, ABC A- A A A A - A A AB,C,D'- AB C.D A,B,C,D_. BC.D `.A.B.C.D AB,C +`..-,--_...._,....a..___ _ AB.0 ABC B A .._ .. . ...,...__..... �._.__. .. ..._..___. _._..._c._ _ - ...A. .._ ...._.;: - 5''70.0 A,B.C,D AB,C_,,, . 0.8. A A AB;C,D:_ A B C p A&C D", A,B„"D B.C.D AB.0 A,B C 0.9.,,_ _ A A —.. .._..-.-...._.._..:.___._._�_'�...-._.. _......„._.._ _...„_..tC.x.-..,......f#._....._.. _.._. .._._.�. .................__._._......_..... A;B.CD .._0.8,C A.. .A. .. .A" A A �._M.__.._r _ _._ - ,.:,..QOA ,....M1B,C.D : B C D-. ".hB,C D .'A,B�c,�D :..RSBeC._...._.�'S8,0__„h8 C .. A A_._.._._._A ... ,. .�.0 B C _A,B A .. 'A .. A.. A' A. BSD :: hB,C,D;' h.�C O. _ 6; .. AyB D .� A9,C `A,9�C_ A.B..i._ A ...A;.,.. .__.A.. -810 B C A A A"� A A.'•.`" AJ3 C D i. 9 C.D A,�B,C Dom, A9 C hB C__ A.B4O A- _._.k..: �_ A A A...... �" A A ...A. A.._... - OSA AB C D A,B,C.D : �LS,C.D. A;B;r - B c AS A _.:A A A A: A :._r48_,CO_' A,�C,D „BCD , " tyBC hBaC._. ._A'...._. A,.,... � .._A A: ....... �?...,,,_... "1aD.0 R,B„_,�_._ "'A _,A A - - 't00.0 BaC t7 ...AB C O"'"'' AB C A,BtC - B A A A A A_ '„. .� """ A4. ..e ......_t h. __ .,_,.. 103,.0.. A@. A,,, A.. A A... ."�.. f10A AB C,D A9CD ABC AB.0 A A A " rr„_.A A A ..._. 1100 A A A A:; .`UBA .,ABeCA. :tea_.:_..ABCA,B�O _._Aa..m ,A, .A.. ..A; „A.. A. ;175.0 A.. .�A_� _...A_._ - 1200 A.B C' AS A. A� A- A A,__. A .A A:�— 'A, m- '129,0 _0.8CD BC - ABC' A. .,�.A;_ A A .....A__. A.. A:,.... � 12,p A A A - .,._..._.__ ..._.�..„ .4130A ,A8 C,p ....A.P _..._. BC - _A A A ,k w .....A ... M1 A A 30.0 :A.. �y::" A "'1zSD Ak8 C D :A48 C A. 'A ''A A A A - ;>�140A _.. Ate" A- A .A ...„: .-. 1480 0 1.: C - ;9 A' A_ A... A .1BOA >_ ara.D:.. .-. ��..:,._ A-._...._....,.�•A A, A. A:: A:: jg0,0 .•A. A, A ;_., A :A. _.A_. .... .:185A .A.. A' A !"ORS"TYPE LEGEND A`' SJAl3 0,1TAFRBDN STEEL KWIK 80lT T _,._.. Egfp Sjbrr ANCHOR.W/.2 1/2".Mire; CM�E6k1[Pty*k 6?Min; THICK POURED C�SifEi'E (Pc 3000 psi} :POWERS CALKIN ANCHORS' Mina,EMSEDMENO TO POUREa i iCoc+cREiS,(tc=;3000 psi}Lc 3/8"o—is "J ACNINC,SCREWS < : `'ALL POINTS t1/4,ox/. ,ANCH.0%RS W/ 7/8"Min.,EMBEDMEW*TO WJURfO C'ANCRETE (f'c 3000 ppi};&_ .t f/4 a 2O< 18-8 STAINLESS STEEL MACHINE �� H 1'l �rir F1.4ADA:BUTDI3G CPDE(Ran ffph.Datoc7ry 8vrztrnne zono). Sf,ITEWS: Q /•� e4Ma xT€rat Mr= DR qr. AWNur- t},-".aa/t9 a Twin. EMBED TAPCON.ANCHORS W/ ' AO'IDA/" 2 fi14 "M n. EMBEDMENT TD PDUIZEnNo.4416 ��2�DtlsCRE •{Yc 2883 psi} z4 * F -_ " ` XFERt SHUMR S rRViGfS:"ItdC, a ten. s«aA yep is w M401 C on5(ATE OF ✓ ` I n i I5BEYOND ANY FI.00R CEILING FINISH . m"/ ' F E ' ,,AAErfns�(saD1 to acaa:rrv-- a1 m tiwn" rx+,��tr A:nun a orFA - _rrir SlQ4 is a �� k &EAL/St:.rtAYQREIDATC, � .r SCHEDULE 1a SCHEDULE 2a, FLOOR TO CEILING(TRAPPED)MOUNTiPlG MAX. SPAN(ft)FOR END AND INTERIOR MULLIONS:FQR A GIVEN. WALL MOUNTING A S.D:DESIGN'.PRESSURE RATING(D:s,f.) &FA MAX MULLION MAX;SPAN FOR END AND INTERIOR MULLIONS FOR A GIVEN R.S D SPACING(ft}:'' DESJGNPRESSURE RATING(P.S.F.),& A MAX..MULLION SPACING(FT)*, MAXIMUM MULLION SPAN f4?I, MAXIMUM MULLION SPAN In) V9MA-MW- ©4•x6^x9/4"MULLION' Gi.4"z8'k114"MULLION rQ 4 17'k114'THICK PrFLAt1G 3 MULLION �:.7#`kFi,"3c1/4"MULLION G7 4'zti•zt/4"MULLION �G2 iM'fi6cK ` �CR) ORIENTATION-$1. "ORIETAIION#2( )f ORIENTATION f1 i=tt ORIENTATION JZ 7: ££:x?1fA7i0N 1 ORIF.MAmom <YO { I Oit[INTA7t0{i$2 Of ORBMATfON 11 M OPoENTA777tN.�2(0). :ttRlFNFA7i0q}�2 ENO INTERIOR .. EHD..''' WTMOR. 1.JEND. .INTERIOR END ".WMMR :._END - END;= .WrrRIOR.'.I• ". i:..dNCr :;INl'ER[4fi ENO -INTERIOR END 0•DERIOR END INTE72(OR,j::ENO ,4JPEAtOR" :1 0 .20•-0• 7_/0• 9•_g• :3.' 72'-0 B'-4 70'-7 ..8'-0' .. TZ4G'- : ....._9_5'_.. "...7 8rc, IV--o" 9'-4• IO'-T '-8'-0• 12'_8• -8 71':87.._- .._..12'- ......_"...._ .S'lA 20 0' 7-4".. 9'-3• a-9" tt•_5• 'B'-e' 10'-0 T-7` t..;-tt3•. .@'-71` g it tY b3d0 :,-20'0 1.-4" 97_3• 8'-8• LI'-6•: ,"g,--g" Tg'-0` T.r 12_8 6L11 12 8.,_. =40D �20.-0� 6'-iD' 8.�10' 8'--4' :...1 D'-11' __.B' 1 y� 9'-Y 7�3' to-5- 8'-5" 6 8' t2 6 _ �.: �:bgff�. ..9SYD � 0-•10 6�tD 8.=4'�._70'-11' 8 1. B,_7•....._Y-J_v__12'-6 "8-6 1Z'.$ r ,..'48�0 20- 0 ..8'-B' 8�e•_..» 6•-6' :10'-g• . 'T 8 ...LLB: J g-71 72. $'m .:T-11 B 2 :.72-8i- 4tB0 W-0. 6 t4 _tY-6. "B'-e' t0'-g• 7 8 .,.9 3. 6-i1'.... 12'-g 6'=2' 12:'9'_'_ ._.._ ............. ". 6'-2' _8 2:..�B-17 �_..9 11.- - 7�4 9'.-17' B'-T T2-8 7_4 .'S 7) 12•.8'.• 59D 24-0 b 2, -.�g 7 i -.»_S' 3_`.. 12'-8'l w-ITt_.. 12rro 's .,20'-0' - 6 17-..: ?7,1 5._9. 9 0 : .:....D 8 6-7 ...._.8.,3• t.e'-3"mry _. :5-g 5 7 :.t2'-Ff"".' "57.D ZO'-0 �:5=i,i,.ys" .7;-t1? .5 a .9-10' ....7_Oy.--•_. 12'-4 ,EQA 1g.-.6.. ...3 ;9 7 8,--e .......6' 4 d-6" V-2` 72'.-O`.. `g' 4.... 5 S•_g. 7-9•._ ;'. 5,.4.'-:'..$ 4 :..e'.44' �;'8'.-i � fl._2:., 'q7-,tSi' .:...:.8-4' 5 '8�.. 2-.8. : '.:'ygy}„q ---•,^Po^.. ..,...,..,..�„ _.. "°r _: „...., "-^ ^s ..,,«.............._.4.,_ 5!Yg»i., 8 9 :4-8 •t f-10 S."6 93 6'.:s„ TS'-4 Y 6":; 5" 4 8 Y 8 10 ,5..9"..:. 7_g• 5'•4 g 2 :,.6;-2- 11 `,:" ,.,.. ,.., ,,,.*,y..-BR» „�7°,•-�.�;:,,„. 5 4` 9 8... . 8-70' : .g 4 .".4..B' ;:a t•-8 'br-3.. 12"+D._s" .B 0 ';::b!3 :,9.0 8'-2' 7I.„: 1^ .'.,..'.,t,,.. i�Bdtt..�i3'-9' '� &-t) 7"'+:1� 5 y,. T. l0 - B' J 7._70 ::.g`_q' tf...,}t:-., :8'-3 .. :.: 5'-8... •-�4 ,.:,`:��,"yt :?!xa' ,,.....{",..., 0 7Z �L�-,• � " x _ LL' _. 5 9-4 » 0 10 B 3 :.48 .'11'=6 z5-S.• lY-4,.... T-T 8 7_y 72 3 ..'QS.6 _.:.7b•=.0 ^ti5;=2` 5__: _..__a._ � ._..:. ,............ _ ffib.dl •:84'2 5r�0`'.. T-r :, 5•-5� ,.,.7_4'.. •..g-4 ,:"T-fi •"8'-3'. w Y,.4:"" ...._: _____. -.._.___ .m,-._,.. „,,.„,r.,„.,.,..;.,o,„_..�.,,,.,.. � 4 � 8: 6 10 8 2' .:�4' 8 _..........».., ._., ''__ _. .�. . ....._�. .f,_ 3. 1'-4 b 7 .:.ta 3 00.0 3 Y. .,.5.•to" 5 S `9Aa :atJ'-5'. 5 10._ ..7-7C.;':5'-8• 7-9.. g_3 7-0 B 4 4i�st,. 8-3 r._.5_8... - ,..,,,_ ,t....'.' T7..a,: ._.. 9 3`•.� 8 17... •._6 3 4 10 Yi'-3 6 i9+3-.} ` �z s tease ts''Sa a io r 7 • s B s a 70Q.0 :12-9:" 5-1�_w 7-7r .,Y 9• ..8-8'. 7-9 8'-4' ! s,; :..:..p: 'g "`-9 9 : .i ...y,. "160A :'1.Y,:9', ._5=21� T':� 5 .Y:. 9' 3'__.._. 7•-a._ a-2 ...5_0._.. ta'r5 T.:3'- -2"''.±:•x . 1N6.0 ,•12:-2,,,:„, 8'-6'.. 7 7�' S 7 Y 9 ..B'-Y 7-0 - 6 $. 'FtF-5,; B'."T _ �._5.9 72' 1'„u. ::aD3dt `.77•E d-0' T"?°. g•-7:" 0•_J•.... 5-14"':/2 '�.ifIXQ -�1�1'=7 :84 T,„L"? 5•_6? _ 9•-3"." .7'-2' 8•-3' 5'-3" `1Y 3 ..'.9.�•10" 12-.7.•.:- T 7' 5-9' ...7. 9 6'-9 ..._._).cg ...-8._T"�"- g'=9" _ 1.1.aYi.-t _ .....,,• ...:5 tt s bAt 1L.-,5 .'t7� 12-�•'� 4:. 'i -8 .i.5'-Y - :?'.:C. 5-4'- 4_3• :» 7-3,.., St!"-2 ' l<.9'-5 T_r s•-to",: 7 10 .........y,- .. t......, - _ 1I, :tea' t2••3.f •iJD-0 9'.. �_.Y-O". " .,7._to•, .-8'-a' it--5' 7'-{t .� ..t9�-S •`129.0 ,.t0'..2' .. , .Y Y-"7'` "7•-4 to T7.-5 :� 7:.({• ._.._.., `;8 i A2 3 1 :.:.i30A ,;tl.a0 �8.:•3" a ;..s-t0: 6•-3• +i7 F'-;.'�" '-t• tr""t'-ems", `� T.:X ,..8 2 ,•.:="..72'-d �� ,T�YYJb �,:fl'=5 "":8'�4'<., .�T+7.. Y-11'�. :-.;9'-3'..._ --T f:140A ::.9-«,„: 8-4 ..:7 7' � 8-O' Y-1U' 7'-3' -�T-f0 8'�tf' tt�b._ :.:T=3' ;�8'�-J R`3 i ,;_f96A t :,9'-I �9�:ti� T T�. B'-0"� �8•_J•,--Y 5 ;i�� "•i9'-71 it'=�".. �.0.^3"�. .+:g• r :.,T 9 I1. S: _. . Y:A .:i@' .0 :8.=f0 ':8-5'w .,.7:-.6',;, ..'6'•.0'...t p._J._......._...7.6 t ...?'....--..,; i :0 (C-5'_ $� �+ T 7 S 6 I :: i7 a .::.:/;_5 7-8' '7.-0':. 11,.^_S__::.: r - i .12 T ;. 89.0 6'='8 @.8"^"- 7u:: g i 4. 3 7 7 >9'^Z ...75-0' ...('r: .7' B.. 7'-61f'-5- 7.:6 »,-y.�.-5^3 `-T2'=3 laa. .:'6'�'3 E: O'" _ _ , .7'7": B' Z"� ,: 9 3 - T 8' f _--•_..,. ..,'-a6'�C• 'r1Mf. �9'-7 .T..g• T'.2: At 5'.,::,i __T-T,` '». .... ,>,-i- ,`• , .. ., MAXIMUM MULLION Sf+AGING SHAI I bE SUCH`THATTrtAX ALk OWAbLE SLAT SPAN r'OR TkAT A.S D:DES)C34 PftESBUF�E Fit171NG 6NA1 t 4oTsE EXCE QEA: i x t MULLION Oi2I NiA)jO1�yl$AS$E�N PRCN4I THE OUi81p ( TEf�lUf3 wOFPFtODY1CT; END MULLION Y o - ;.INTERIOR. I I'MULLION BUIWIN( COCA(Ron Wilk.Vel6 £y Walcarld Zone) 2DIzi M EcO INC. r t7N MULLION SPACING;-S'' ruy . �,p $�/511.} `�' � ..'..--..•._ [saarw�cNO,&ENGINEERING COMPANY 91s VI eSss o ,68d5.wtM�R,rEI -.20 "D • EXPERT SH err tfVC - ' �/� `�.•� � kxn.� 'a m?itt7nrYcaoaot.cam pltRY S7 itEOtTz fE.]_4BBa 4' 'q!?� fiLDit u wRn to ..• � � 4/KtER A„ .Jr..R.E ay.w .. •. '��`7ts`5*�IT1P�F11. �ai�>�P-E;. EAL1E+"NetURC'1DAts;" fixa0ro4 tr_.da4tsF .+a.rw. -s" ' BD3,41taW�N" •SCHEDULE 1b FI.O^sRTOCEILING,CF�Fr�FP'�Dt`M[OUtdTiNG'R#A%SPAN'4R�FOR END AND IWFRtCR,AtUWONS FOR'A'GIVEN -wALLMOUNTING MAX $PANtFFFGR END AND IN3 ERIOR MULLIONS i:tShA.SIVEAt'ASD &XX DESIGN PRESSURE RAIING(A.s:Gi,&Al2-0°fAAX.MUWONSPAgNG M) DESIGN PRESSURE RATING_tF':S.Fi.8 A 17-C MAX.MULLION.SPACING,*Ti ,MAXIMUM MULLION SPAN VT) MAXIMUM MUWON SPAN(rt) � ., R R .{G'�s 'Stil4"MSU.k, 1. Gt-4"ii8'Xtl4"MULLION 4's7`,Tt4'THICK{3B`RAhIGE)MULUON' Q.4"x8"x114"MULLION. .,:.. "-rGt 4'Wx1f4 MUi11 F° #'xTx114'Th7CK MUMFtANGE1:MULU. mSturo' � ; /"' Dt77a?KtAf6t7fi fY. �°slfNSAi$st. .. OB;TtYEATxIN.. 1: 'ORtFATAi1GN P. i Fz^.�rjlAn4t{;i "OReNTAnON' 2 ) 4. OR:EhTAnON 41 "OMEMA71ON i CRF.N"ATiflN i =l ORIENTARCN;¢T °AtEf1TATiOR:.2. :k1Yf'"Si'+i ::' EHIi nNd7Et«(C£I' "'L`T6.':' IMFRt°R END lwrmw.. .. kTID •WMA1OR ..,. .. `- INTMOR ,.:ENQ iRTERWIC :$}D': 1tdfEtEt6R END '.^.Di1ETCi7R .'..�£HD iNIERIDR... 12. 6' 10'-7"_,. 11-•6w S2 B'.. 11-3._ 1T 6 30.6' ^12-0: 'S'-8 11-9 ;^9 B -1'-6 17,C',. 12-6':::: 10 t II 31.-.-3'.. 12_°•. _..........�. ,,.. . :. .° 12�"U'.. 4O ?'... 1°'-11 <2 P .,i%Bo ST G 11__-w_T1• 1O'_ :£LD.. -,4::::..10.,..11...... 3, =3 1.'�'R'' 11 11: 10-D ',1 -8 - �-+4 12'-6•..._. ;+a.m 1Y"�. s-ter is �s 's-e �rzws xi-_e :_n {�. s__6 - 1z �,•W r1-?ta;... __.�; °a tz-9'...._ 4a:o, ix o�„„ a s to-ti• ::e' s t.°;-e� .I_w�':�, n•-+- s e- Tz' a-r r2._e. _43fi t£�'-Q', 8�3;.:a 1+Y t _9 S 13;.,'E' ,it_:,wff to it. ,9: 1 W t2'--8 S!-0".... B'-0 /Y 6, ti5.°�._ I_„w l $�.4',...1D 1� 8'-4• 12'---J SD 11'. 16-1.1, 6-1' ...::.4 O. ..}2•-6•.. - ., .f&�, 12, Lr': H A',, 9 6 ..$ S,•w..,�a:D ..76-1 lO-Y B'-9' 12 S' _ tJ'-F ...8' 8',-_..If-b! 12T-fT 12 6 D-at0..7.'- 8 9 ,iT`-$ -•A•5' '92'-g: m:,=.�,.,,,,. 52-{!` tl-.i : 8•5., ,�:y,Y til _1 b ffi"1°' iD'_3.•:. 8-B _.L 12+:$,.,.al,,. 1. »,...:.,._ ._..9'-1 8S°. F.2'4,,.:: .�a°•: 8 5 2' tc 21-:-P. $' D ;.-70'-3' e-5�,.,,•,:F2-&" .'..$�3" _�1 Y.-a' -.7-9 � 12 G 86.6� f2 D`'...,7`.�6' -;9 Z' Y-fi' 71'-a• 9'�9�' 7-11':. e'=3: "�i2,8'^ ��T 8 12''-6'.. _ w ,,.____._.._. w,,..»», _.___13�f #'--�1 ' 4-$'� C.-0' 12�-ffi' aif.�"`»- ....T-6 12.6`. _,6SRt. ,.1x O'}. T� ;W B: 11'. Y 2 St'-0" 4 E: .. 9.-6` : 8-O� >!2 B .,. ra ,.,,__ ._,_. -4?7A0- 18`d'O•' Y 4' a 8 `8 YY TOE 9_ 8+8 .9' 5.: >.,,`10'. 12 15 8 2,1. 7:'..-1.' 12.6r_. _ 706< Z'-O, ,6'-t1' -B-9 '.;._8,.f1 (d✓t" 8 2'-e' :w.T30 Y2,_„; .,r..s.i:„,3 8,.,b a:, ""a",Po, 16`,. �,• 8.�° '4 3 ...:r-8 1F.•8„...":»..,._._..13»...r._ 6'-11 12y._6,_;,_. 73A. _t8 "y::...8�:8: B-fi'. e' 8 �16•-6 a'.$: 9'-3' T-8' 1.Y G 6..11' f2'-e'_... 10'-3' "8-2 9-0':• 7 5. t2--D 6'.-�,: ..8:.8". 12'-6- DOA, '78'-D' 6=5"'.•�.6-4�...... _....-8" •10'n�_. '- ,.�.•.....,..R_.,...,..._ ».......:.....�.,. ._. '�. w._ t2-6',_ 7 2 12 8 � ,;,8 Yam,..._ ......:8--8 12'-6':. O6A ix�D� 8w7 -8 2 .QS-3 ,tG" T.:T-'. �8=10"' 7-2', s't � T'R-B•"" 1.•-&• 7.. .-0'.. �' o rc a a a•..,, 12-s .116�tl Y2»°•_> ° < _. P fO ]S_,'...i�4 ':g?`-a�"� ,Tl: 8 6'. 6'-10"�:: 12 t ". ^5....... 6. 2 .,_IZ..6. "..03A1 17"L `.'; 8� 17 :.'3 iO•.,:..:�8'.-11 ^B'::fye y3.�"::::, 8'-8'.. 6-10...Y$ }. ;4` 12-8 : ,Y6C«° i =M°, 8 2" 0�8� '3-0 6`'=3 „'if`, 8.3'` 6 8-•. ft-&`�" •�` �`^G"'.,.<. 5-9 8.;�:7 �{.-.. 8=4'; '. 4-s e, ^41•= n 7'S �..,'� �8 8'.s i -d4 -::" G^�8"..::n .-D, F =+` f - "•!4tYg .: a.-�'.., :.q'7:., .e.,-8 _ , '=:Y. } _ r...� 6•r2%>, ;.i �'wid'. ._4n SCfT�;•lumiT�£i7 LOACi.ktUf;i ,S, GINGSSPAN:INSTAL«„�,ATIONS - SCHEDVl.E 24 .t :••{yO�AD"MULLIQN,3SBACING& ,;+ 4t [R![ATStlNI. FLOOR'iIIP t,�tNfia?TRA D IAYT[1NT�A P F'2 ENO I OR. ULLICSN FOR%4 .WAIL MOUME[1�tMAX.SEA iiC1 FtI ND 81NTERIO t3AMNA.ff.D:DES(C3NPf SURE Irk P�iiNDFORA2'-MICASE11 IY JQA�^1�,IbIMXMUIiMN, A ;D: ESIGN�PRES g N , :'ff AN FOR.t2-0" T$13'Hf5"C'R:rElf "' '• .. IMU MULLION SPAN._- (Fli $: . " EMUtA MULIIDN SPAN G d kL 571 TW-'(, d xi14'THICK G3i"2kTx1f ,IFl; 43 C9t!!'4WCK ;Gt 4 x&xI19'TH fC 2 xTxtl4'THICK anewmw t qV bLItSX1 )LLiDN flfli' ;, tMU1ItOfI;^.:.... MULLIOAy= �3TAt MU1110N AATRiB 1I;#'. m�a `?u� t xarTnlnn•110 }a aaluaaa 1a et ennsxt(,. z _RRtl18 (rtT j1 dktK I I -rtaxmx:lt uunor i cdT;aT t 11 alastw ar 1 .rlj '' ,_•I 1 d=dt Mt ' ENO ,• IMERCA t6MIOR iNIERIDR FntO zNTER3.r'f- 'itlULLiOIZi t�'D "IH€{kxiR aFff3°092' ' i7 INTERIOR' ,;,;;3tLA t,t,tb _ 12 6• t2 i e� :Y2'-B Y1 a r ,�.. ,.1 42,+G 12 m 8' 2 8,,, 11:-0• . l,�b.8 _ `f" 121'9�,..,,' ,R„�,, .43,11• •12'-e 41.W`.' ..I$:� ,..,,, .11T-b" „TM 5=8•' r ':`8_ , t1.a ° - ;� �€ �^� ,...,�«.:k � t1 0• 11a TT a a1La' tz s ...,.,':<.4S;d -,ot� �� 72-9`',:�D Yi � rttP,it ;Y2'-6' ...."� �:'"" � ,.?-. .._ t;�.-y! -1Y-0` y„^.'.�t l�,q, a°-��c�'� 1D,.,,�?�:.1T�8 ;,.«li•�.`0�. .JFir OR 12s t ,`�eo Y2 2, I � r. self t2-R" 5 a � •8'-L" ... t2 3,�„,t2 8 - 8 Y�:.6 4 +U .' -.. _ 8 ➢ -0 ",�<ao u' tz•-6'. r - fxs z-s �Y� �,.,�.: � '� ��, -:i ,.�..uA:�,,.' s'�o• y ,LLB-are "a'�s�• °�»� u, 'e•-o. MEILI iC>�! PAGIhtf3 .S 12,-°�..w ' 12..6,a..: TT 6,.,-„„tt y-8 i2,. Ma :ear tANt#rtUdhMUILIONSPACING'SHALt.8�9UC auld ;:sae� =s« - =a". ,t 'tL-4• .-o' - TY"`"' 7F�tl�tic�JC_;ALIOVI+f�BC:(:SU4T SP$N�iF2' #A7�} � but "�s'-°�` �-q'a e.,a"4ry"o��' ff-eX• D_s s=o 8 C.:}:;..8"rtk^" ;,•:�.1?.;D ,p,-D' - .. '.D..,:: >..:. a ;"I6A.. ,,;g'p' :.°9C=O" �. ''D' ':Vs;.• ..:5`-0 ,°Ar 8-D•" ,°�a s vu s'rr $-o t i>;VTTKJN-IS;AS SEEN FRL)1+2.1 N s w c n er s e o I ^8°+ 9-LA ° A`.. •.'$+9 9:.-D ,�w.�o x ''itiITS iO. '..ItO T. 4 -, ,»� �;@ ,•ta` i »8,n�., 9s ,8••YY.y. ..... ...............9O c,.L'$,8 $-11' 9 0• ,4'-tl'° '%'PO' 8-6 . 188e -O 9 'R .8•-0..„• ...._. ._.. � `�i�{j��1.11Pj' pSIE"(Ilari R`oRfl'Ysilocity gurricGrie'SDE?D �, iao n L a mA e D o *ECG`' s. asnwa ms )`.. • E wy ml qI- .` �4 " p R027gSha# S¢aPaac Dsta/zoza ..:98A1 8-iF 8-O• 8 7`+ T+8 • 8'-0 9'•-#'" _: a f 'Im®� C: DA1H ._..."..'... T811r TYSnIR vmNuall"6 IXINF,0.#1' XPER SKMER'SERVIMS`M. ._ _ '. 9-fl' '.J-. • _� -0 -9'-° ... �Q.-0„,. ,. �'..;" ,,:. ,. LL@.t Nifi SiM '�a:4.'lt m�+�'•X'M la1 66q'�w�,. lta o�u t .fiNCHORCf7NS.IST50F1jIL`n;INC.;k1US-f4SCREW:ORPOWER'FASTEP 3;l'.; - •'" '""f"E'� 'a 4sxt,r •Gxs7er1..txYr 20-064.• ..EGG#4QL'TANCHOR.,SEESCHEbtiL"J,92CNSHMET 10A. ... N ^aTlY� P :.. a-a-,acma7tcnoE,3.rcFn• ::... r+cwis.�DH2,91 D ,r Ss6gt.: oe murue.x.�?atfr,�p.ah r»� ..-: � ti.<. �. GRAWIN6 ro aR sr�� +4 n..i«�'.•:��a��•B.SEAt.j Sr,NM1tURE./DA "- WRtE7i»2�'o, .Axacr,25 or - r , SCHEDULE1c SCHEDULE20_ FLOOR TO CEILING(TRAPPED)MOUN`Flfeff'x WALL MOUNTING MAX SPAN`(ft)FOR ENO AND INTERIOR MULLtOh1S FOR 4 GIVEN '-SPAN(FTI,FOR END AND INTERI R-MULLIONS FORA GIVE7 A"., CY A S D.'DESIGN PRESSURE RATING'(u.s.f'),& Pv'i-D'.''MA}€;MULLION DESIGN PRESSURE RATING(P S:F) & AND 7'-Y'MAX.MULLION SP (R Sp MAXIMUM MULLION'SPAN'(FT} MAXIMUM MULLION SPAN(r"), '. _ iumllpo u womm O4^ "z1/b"MULLION G1:4S8".cil4"MULLION4�7'xtlb"THfCK(3/8 FUiiiC�}fAU[LkiN t ©d^x6"xt/4"MULLION G1 4k8xtlb"MULLIONDEMN [Ctl}318A4t:ffi. RAM SPM.*M v'• ":oHlFlffAhQ91t.; # :ORIENfAZON, ( ) Cw6NTRTION"f k=0.DkfEEJ'FRT{atd 2-..s-.,� aRfEklTdti0P1 1 awfNi'XFia85.:��2 �� fSwEE1TA"aON.gt�� 418EMAS1aN 2,.(I} DwEMAT10N ;.-:ORIEHra710N;{a{ 7 �ORICFtr&lla9t' 2{ END I66EwCii.....'END U7 SHM ::`END •'FM',,.RIOR` ...:rm,. ':.[aFa. ENn.:; -'7.+r'1S:R50Fri M � r]da: ..R�tE51pR iJJO:' .Wf.:riD[7., FI:D..._ -iNtrliFCR END kTFRIDfi EN"J rt.tr �7' :y2.'.-8' 72`-6 12-6' I2�6 ..7.2-8• .."]2'-8 12'-6' �ir-4: _ ' 6. f2 B ;,'T2 & y1j ,,,,,, ...Y-O' 't2'-g` 72 6•" 12'-6' 36A ......7:-tl_.-.:-2'-B' "tY-8•.`. ...12'=9' 12 6....... 2�-6` :::tY.B ..y.t2-8 tY-e"-. `.. )Y-9�..,..._ 12 ri'.;i t 8 1'.>`a 12:-8 S2.`-8 1 ._fi'W 7 8 7 6" 12 0 7 ZT'k, - 12 tl » t2 6` 2 2 2�Ep' 40A' Y-0` tY-6' 77'8. 12'-6' 72'-6` IY-6" 12�.__.6. _,tY-6 is.-c` T2' 8 ,,,��. 12 6 12 6" :I .f ,?Z Ya 12'-8 _, i :--6` 12' 6': 12 6"' 12-fi' 12 6 �a2,_6 12 6 1„ _. � -1 -S 72.r0•._ ',.1'-e'.... -:72"-8 12..6 .72 8� 12'._6....... 7R_rt„„- .,,,�,...12' 8 - :: 72 G ;T1 G '• ,` " :17.-6 f2�0` •12-8'.. _12'-6' �1�.BY. .72' g �.`t2' G`�.. „42•-6 a lY^$ 12'1"' • .,>•. it'-Y':._. 12'-8"-. IT-6`:' ...]2 8:"-92'-6 .. ',F2'-6 12:-#' " ." :12-6" 12 8 ;7T 6 ! ,!,,, ,(� ;�.;„..>' 0 _;12-9 -'1'1'M7^ 13'-8' f7�•ta-8. 0...... . i.-0 11.. 8,..... 2......,»_..t ._.».....e ........., . - - a ;tY-.6'.. 71'-3,_...., 12'-6" 12=8" 12-6' :.."l2 -tfSA 7;-0 '12'.-H'..: 11'=3'.�"12-6 t2-6" 't2 8 »t2'._-3,,;, 12'-G 2:.:-ffi, 2-8_ .. 12 6„ 'Y--& > q_,,;>,,,,, -,�Q _. , .....».» ...„ ., .�.:. .t 4'- f'. i2'-p' _ ..7 _ ,..::fT'-8' _t2-6".', 4'•-0' z. �, i,.i2S..{3'..;..72`=8 -10-11 . 12 6.: t1 1772-8' 17 8 "�HI.O. 7-0' 12c6 .10-17. - 12 6:.,: .12.6 ;t2..6�„_,.. 1 .__:W - -.-. '' _ - �.°?12. :; .+`F»-ti ,17-6 70''-6' 1 '-i' t2•-s"..:' 12 6' ,:1i 7 •,.a2-8` :-f2 8. *€E" -_.6R.q ._Y-0,..r,T•-6. .ta-8n.._<7z'-1.^ 12_s.. „ix s it 7 72'-s 12"117`, ,,;1$'-s „.: f2'-e^ -- _._,_ : -- _.,... ... ,t_ •_*.. _ r.1- <tT":=%6" '. .i:f:-8•. ._: 1a--8 ..".f,2.,.1 ;'. ;: `•. `. ."�r2"-6 it?.-5 '71.'=s• ,a-E to s, 77 3 rz :70A 7.c0_ {:12.-6.:. t0 6.... y.S1.8..::. .12 B.., ,i2 8 .1.1.;x....... 2..6 _,=..:rt .., .»,.,...„_�„..; .,.- »...»_ ....,»-.......... ., ram.-• t1r,-t ....i-.... s»- 12 B.: i�-8 i �...,.'11 ti f2 8 t2....�»».� 4•"=& Y.e t0.-70•, i7._8. ..-72-8..:.... 11 1f d x. 72 ,_. „ ,_ .. •_:-..:.:.t•-.. '.12'-Y� :1T�6^.:. ::90:-7 : �7.1:'-0. :)2'-6». :,...'t2-8'�:.,..._.� :1 t-M., '...,t2-8 �� %"?� 1 t;,-a '8..�=8' 10�1� 12 1.'�, •. : '- •_ '- -RpA;. ..Y-0 5 2_..__.v '10'._g• ..�„«„.....,.,_.:.'.:...-..`--:'.»i:�:'. .:......,...."., `:.,.'IZa.,..,..:.,...� - _ .I ..)._,.. -.�.»-.-.W. ;..2. ,-»•-r .,..n,„ ,� ... . ...-._ ..,.,.., ..... ,. ,a .... ,„rat"G'% .. taT-9. o t0`-5 ''::t2Z-$`a, :i> :.°•7 0 �..td'2... ,._'@»»._...5. g 6•.:� 17 T:.::: 71 71 :... 10 2.. :.10 4 s�2 8^ ',,,)0'.'= a 12 4 e RSA: .T-0` :17-2'.-„v9•r9.._, 9:6.- ;.11 y......,. it,17. .ap'-2 10-4 ,,„,»,„„ Y.-,.. - _. :.;.e-�.70":.:� 9'-3� 9-S,. ',t1..B, 7{_g•.� 70'-0" 10•-1 �� "i Lp: -;t T•-6' :. 70 1 ..,.a.�.-`•-8 : �` ��rp;,. .,-7 0..� -4.;10 ._,$;45 9'-3'- 17-5: y],5 .tII-4 .d'Tp t :�12..�,»8. .4a".�t" '12:.6Y ; - _ 9:-10` `2"-6' ::�f��-.1 ......� . :'72 1 r«w �_ r - •^.3` 8:-11"",i•8'-10`. 'ti-1" "'fo'-f0"" ':"9'-8 9:.-7,_ :')��8- ,..:14--8,. -...; tY 5 ...riR E` '-�, ( =2"` 4 - 8-3 B�-f 13:10',,, it 1:.:�°- 7a..:10 4� 8'a,.,�wi9'7 .:12--8 6^-5 12'r'i5" _. . , .. ='•. ;)O-7" .a,._ S9'_S :.'%1�:-5: SQ B .-._.,...< t...;;t4'-£ r::. �:.p'a ..._gt'a �'..B'-70 �:8'-Z• i.�.......1;; t0,..7:. 9' 7 ._.9.,» 't� ...q::.,�- 7Z'^E`:^. B 7 r r .:".-.-.,.- : ° • 8.-5':...' t - .. v ,.' B'-101 �1z._8" +xa_ s» ::9's Iz-s, is -1a` s`; r .. A @�.o,. "?-r.., '. .: .12`b` '-.8»=7 :,2'-G•." taro-.W t:m• ;S s 7, :: �._. d .,. a=V,1. .-., s s 32 n � 4 e '<$-{k t ,....�.. ,,...r_...,.....� + «., �...-s ' -s z i - ' :W-4 �:8-. tid-4 .8'7 s'=1'�;,_.s'-9. 17-6' :,'�9'- ;.,t ..•B�4...::.-, -72..a t. ::«:9-6 ::.'g-0 `g• • �7'-9'_ i0 a' +.7:�I S t -.;E?•.-8" .',;t^2-6 _.B_.Z. .'12'-6 . 7.. � 12•.-6' - 8.- ,.:�CC i1 :"'1'✓..-8 , ��.:e7 „�S?-0' �:;8" .,-Y-7'> 3. 9's-,t:.,^.�:�riJ a kl'»l7:". ,,�$.�..;.,..,,,,� ,...8.;.,0 ..`7Y�6 ;140A": '.S`�a,.a �.8=(f`.': v...,9'-3.,: ,.... 7':,� :.10 1 .:.:8 a -9: 0 ..,,,"B'7 .....�- ...._ ..L-:-.:.,.,�..,: ,,.;,� �-»,t'4Qdk.„„....--"•Q .�?;� - �_- .._.,2 '.:1�.•. ...,., ,.."•.... .,,:... ,)-ate +;8 .a, `9,-0'" ,8-g � 0-4 .: 72:-8. <. '6'..,L .; & :;=1t2 4 '., f'...ak83SF' H..�.»0 �.;3.`ag KA. „,,,.;. :. .:.,.•.+ - ---- •.�4_. +0 2._... 9._ta' ..-�:t2-tF ,:: ��..,p�.� ^e'-10'. -8-8'.. :13'-7-.-.. ..8'-t n2':2' »-:^8•..;x!, ..::.uy+-'Et...,,1;«t .-6 I, : ?"--at 7?:�-x'S 7-1L 9':. 9'-&" •; S '.x c iB 7 r 2 7.:5 _, �2 8 a •.MAXIMUM MUI f ICI(SF+ACIEFGSSliA L 131 5UGi1 T14ATMRX.,AlL lYJRBLr«51 {TSPAN:FdR TkIA f A.B.L3 D Ft' i 1't2 St1i RAYtI� S t P1OT'BEEXGEE7Ep tNUFLI17N.oRiENTi7fO )$A� PROM SHE�UTSFC�1 (SST> EvLOFW1QtIi1CT: 1 iO(tIUl1';ION �µ i - i tPlTEIIE7R ULU t :,,�,,..-. -'^ . ,iy�t►it�il FtAI�E'J1t'�BANGF7tN4T'Ct�tl�fjHM�r 1'gg4�VttlItFQ�gy:Hurr�c0no ZOne)� L'^R�tt'WAEGU uYc; C up. a 4i Tt 7 n..�•-' v- fla F XP6 tNC. a'• ST$TEtt " "assiral -asus,rain trnl }z«s O ak1NG Ho .:..... % C t ',Awl dr.P.E. aV •as:'tr r ut�emr - - - '�. A�(}`I} 'v 8 natr7 :a�v»c a • s feet se or as H �' dita`t57IS1'46: 'i. i..