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00-0405-008 --T I i 1 SEAL: FOR REitvF EE BEAt1 SGF�EDULE i A �. SRUGTUIRAL NOTES - l__.__.__,___ __ ---- --___—T -- WHICHEVER IS GREATER I Jk''t;CNE WEFT iS :RATER F?Je a!a1 I-kAY OACK TRLSSE9 BAR i ,'sLx N5f EcT o1 N F!l D. *E FCKiT Gb 9EEM[#sr�j-,zero fb, `. t t i'LFt.SEE�FRa f++PLAlY LAP SPLICING ICING SHALL M I- "L>, BAR — 50L BF-04 C.'.0XflY SEE kX WAVVR M 54 ILT&I NOt6 3l K9 r W,s,a F&S6 Nc�sE Fcx L.MER - NOT BE LESS THAN . I T a i• CK.h'_AETE- Ar0PLATE& 3w,ll tiA n$,ir,JT rr'r,TE ST rN THE LARGER BAR. STD. 90 HOOK ,y,�, t{ p N WNW �*�, q�¢�p ! I TOP f3AR-, I ; -..._ ,f} r��r� G51 N:e A,5 A',.:d GA'FS 9f CIEAI At0:,ELL { rLlkilM SiI.L T©8E CONTRACTOR T4 Ffd%"KM V"Nl LATM%D ACM OF TI!BOTTOM C:+.^R _---_ -- ------ C^ i r Ci.YA`.Ff1E sLJr r n;Ht+J,ro s'nLXrvT �£RTICAL C.Q1GFf?E Gf+r7P tnt TO EkCEFD r AHD rte ti[0 HEM WO N ACCCltDA1K-E YNTw f,ECGtt•ETOAtK7tA Gf tPl 0Wt•`A:J�T:+E NURRjtA1'9 61RAP 9Y U CO W_AM;VWS CF r,9 WeC-(:AL TRWSS C{5v1s LtrtuT FEI3'•L.NE,ar W.A,CPC.PLAN FUR t�llCst IE8 MAIM IrtODE4 COLUMN SIZE, RE INF'G# R 3- C4iCFETE CO.I:A APPIENAL T E`Ys•fEN PR10R TO DF KTk7Fl 1c rar As KILN ern!$, ,Or s Ea cfTrERAL oc�N AXIC�V al,�vt 5KtE9 AtO aEA1FD 5 np cR+ulw,f BY A fLCrDA Fm 6 I L 2 • 2' 0'C/G CONC. STRENGTH AS NOTED FL•1:r'SG 3' }' 1' K(15TEI EW PRX£SSQ+AL.aC4,Uw CUR Al T-A"TO M"CONE�GT4'k0. �/�.-�lC�NA LB F-f�W .- caaz>=crla� a IN COLUMN SCHEDULE - y,� °_LAS$ +;• is+• r �c�>tRAt: - _ [] FOR C0(_ TIES, SEE TYPICAL . M COLUMN DETAILS. j - I A ' 24 BAR 0! BAR �.p ANY L,44 X*OR GNj$5"Apt"N r e W4.,C4.SFEr-fICAT04,CA ClU" EX18TN(3 61-+EAT14W- Vl p .. �F,tRLFl9 STEEL: C`GEMS n1E Corp rrfiY rt �c+• cT ry eGa�E,t N uv,r,.0F BOTTOM BAR--j - ti(. TOM a CV ;° ¢ STIRRUPS AS C E DGLEL D U DR SAtt FTJGEI TO PRJCGE;'iQla JZ)i Ti{Ct7KK N 1E9'IQ'l N THE F1T:HT TVig7 Tle . `"'- lJ - — M TO I3E SM !mow S 4E, -4 BALLET -t CLAP C .1 Al Pip ASR•t A•30*,AEIp '" ----(/11 t --- t E E —�� i------- T STD. NOOKS .. ----- f•'� ct:.avgrYG'10 atrt�-a m, .dR?t�f Gfi L,c"Co.�et0.A"YS�T R.t' M- CGri:RAGigt FAIL 70 G.'vf:•gTICf.OR F'Pr>v2t•E 5J'f1C�E�A TY'E FOR A FrESPJIwf. � � +�� t -.S C 1' � I GiA^E'E W.xE�5 O+FELL'f yOTED N PL.W6, clotx D�SCCNi s COWr AA:;"is F£Eu-C VLE OF Sick ER W fj OR a,+ssw►is.AND"ALL COVS fGR T Fi R U C U T •! '�/? CO,/ER A i.. S I DES lij tx ALL 7CO BARS k"£PKft-2•K�STEEL TO Ef M!ALED"I TAM N qCT"M SArf A*O kV C-ELA,4 OR AMY 011-"OW,6 NC TRE'O BY SA'S X�..Nt.l'•GE utu t'.:•LE1.c:f 61.:!•t.J�e F+tsG^K'F¢AEtA REEtGv�E".6 + r , _ 1 W V—' CiJ1rtE•E b:R1C*JW_V.4C THE AG DALEG""3A LATEST epRk?t _ t:d.LTFITAG GR°.r.dALL:.'SE ri{b'RK•JRAL GRAUMaS P;#tER W1:}I rif AW.MI'EC".Rw- �-`� ' _ _TO LMA'E:iEFPE55ED SL:.eb,5LG'FES.GRA?6 1` ` -. .-� r Ma:ES OETrr e.Ff LETS,Dal mllW4A SLEEVES,Gl*. AYt.Etc_ ti A N J T ADP 2 '�� S. ru5t>.RT eml l4 Cu,t.E 0. - LT l-� C.>CRETE CLOCK s:YLS TO Of ER.ECTeO M"M tYJ TE N AD:ACEVt POTEJrr CO K CTS SFWIL BE:R:J;SrVtTLrD TO Tie ARCAUT%T AtC E`WUR Bll-QP4 '^` ' I "eE tr,e.Au czw_Fl-E a"TO et wt ��.�aem ue�Toll PKCEECM tAi T,a:uaac CorXX"10 F'1LYrA ADEQ ATE Ttl"M: P� 5E i:�/_ -- � FOOTING SIZE L STD. 90' HOOK Ln ' s T�NAtu a tsco P6 utiNt=w �b.!GAC,E nPE�aert Fp>t ARC a KT E`EsPEER EXi8TLNG WC000,TRUWE8 . T Y P I (�j A L B E A M D I A G R A M � � ° REtf9RCN.At EERY e..AR U'L.2TE"ALL M45CR 81.MX WALLS.FRCNC'E b..C�NERAL CONTRACSCTi MALL BE S*5FO S5 OLE Fl-,R THE D'$PC.AL OP , - 1•-11'1 1 e C4ACR M44 At ALL BEAM N'ERSECTli EXTOO W NIO eEArO EACW SVE. TO REtIAI"t REINF G, D, �' — ALL AC'CJAAATED WATER FRiY"EA-_AVAT"AND DEWATERY+'.s OFV"F WT.E SCHEDULED, N 6XA A WAY AS 70 NOT CAUSE W_Cth'E kV<l TO THE U01M Al'V , ° Fd'•fCf3 YA QdGV - TO TH[STPAr_r tAL ELEIVS'TS. • t~ 'C' BARS ARE TOP BARS AT NON-CONTINUOUS ENDS. N•TS• r`-� • C� L ,� FOR RADIUS OF ARCH SEE 'E'0AR3 A� TOP GARB OVER RKaNT INTERIOR SUPPORTS. O I 0 �� xt G>EGEETE elax to e[GRACE H•tCOfGR,EG ro sTnG-s0 LArw AnarruT F%5rR �.C,EN&RAL CONTRACTOR%4ALL EE RE$Pa:5':BLE FOR CAM0 Wit 12• __ - _�I ARGNITEGTURAL D1166 -__�T_--__ - - TOP BARS CALLED FOR AS CONTINUOUS, WHEN SPLICED, SHALL BE SPLICED IN THE WDOLE THIRD OF THE SPAN. .14 0 STRL�GTU(fy?.�,°ti6 FM At L sir,$S++ACL If eL'Kt 10 FT�fSERsE T.>E VERT•CAL COl NWtt GON ImicnON DOCV'1ENTs CITH AVY Rgv:SED DRAW1GS 410 5PECFK.A?KJ•v5 _--- ,.: T - ' {X'.f CELLS TO RE F4 LED, ty,St N.:h1.AN A C1.E%-R•N48aTRJCTEfl CTJM NlCU3 VFRiK.Y. FIELD Ofi�JCFi.4.,CYIANGE ORr•ERS 11a:J GLLdZFIGATION SKETCHES�SStrED •"' ..-_--`. _.._ ..__ _:-..-..--- ----^y.. _.-..-. .. ._ . _ O C:Y1 L rtlaURi^U 1:w-"D,3 W-*S t,m'JI 0.EAkM 4Y'ENF<A lubt rA t 1mVIC{D _ co AT ALL CELLS 10£f FILLED.1AX1141 KIGM tx 54LV,N;F LETS rs f$.t�Y£R'.Y.AL �'�THE CAt:RSE G"CONSTR'JCTIO-C I O )REsfCf7 F MUT H44 A rlbtUl V"Pb"TER LAP 5(Lr_E V,$W A&ld Tti# a.-7YPIC.AL C'ETAiL9 rjD t10TE3 CN THESE GRAWNGS NAALL APPLY Oi'ER"f CELL 14444 Sr-R4C?u'Fg it TO C4XIT t VERTICALLY,NTER¢DIATE LAPII N U LE6$SFECffIGALLY NOTED OTHEIZ,JiS•E. CGN5TRUCTtGN C•ETAlLS AEO CQ10ENE-D WALL:PEAS:,RE HOT PEId,iTTED ALL taCF�.TE,r,ED FGRt C.P+7u1tt1 SIUV:I t,E O SECAIL6 NOT C-TkO ETFLY SHGUN OR NOTED $jHk Bf SIMILAR SL F[AIUCK LAIN A CthTF'gESSE,f fTriE.Vs'N OF 36d0 psr AT:e DA,A 5ulru!rf0(OESKiI FCR LEtAIL!AND$ECTrGir4 9HCT.N OR NO?ED FGR 5ir-1lLAR CGT�Ot7ICE:S. AP'F;CYAL.rgW,.AIQ%F-LL If tr PE K LATY A Mil-W STR 4*9 CI;_-cu P•L a SONARY L&LS!wU 6E REEt{KM tA:'fLbMALLY EVERY OR{R COY2iE iAIW f GAGE L9'CRED �.-TEt-Fl0Rr RY E.KAGN3 SHALL BE fllOv0EO 49 REOUTED 10 HOLD GALVAM39 S,EEI TR.:,,e t TPJ56 TTf'El 9LJT f0 MY,O V. ALL CC1'IPCX ENT&C)F THE 9TRX_Tt,RY N PLACE UNTIL FNAL--,-PORT r, _ t r S SECURELY APICi1GRED. TYPICAL PIGGY BACK TRUSS YPI A R ETE COLUMN SL TYPICAL ARCHED BEAM DETAIL w �. T' SuCPC`RN..tY_+e. i-'tif CAJT7'L-C7[;R 5HALL V01FLY ALL LaOOR.rATLR'AL9. z C�NC Z NO 5+i0P D1R:::t'Y+54.AL1 Ef 5U61'0T!ED fOR Ni6nTEGT,'E"+G?EER a Ff V�Ete Art AFTER EGtUIPrZi jT AND SERYKE 5 CF E'.ERY K;ND,W--LUDR13 WATER!.^m ANCHORAGE D ETA I L N.T.S. F-O O I N D ETA 1 L N.T S. N.T. S, .T,{Y NArf Pft7r t¢rEi;ED.:AO r;?'ED FOR Co's-RCT"rETI'clo C tIV4M>&4 AHD Or.�R PCUiER NECE55ARY FOR THE FROPER EXECJTIGN C P THE LCI;rl SHC.N GF MICA ffA NTS BY DE Cae&#4109 40 514.1PED LATH he OWAI_"'S AFFROrAL NCKATED ON THESE C P UTA r,5. ALL NATER:AL SHALL BE NEW, SEAL E'CAKER AVUTS t0 RE5PONS.lLffY FOR GPIENSIONS,OUAtt7rtESl ERA GR HATE S AND Clvt.'Kr'1FLN•.;:-IiP SHALL<0 Gr�GO QI:ALITY, ALL CE,c5510tQ.AS A I�:iLT 0f r.ECKBG 40 FfvM"ANY*4Lw-GFw"t AANY F.FI v"OR -N AND tkICCCN'RY TG'RS SHALL BE SKILLED N THE;R TRAfiE. QMS,404 MIST 5E KAC4:.000 BY C rKA-_"j0REWECTtVE OF FFGEi-T.OeCJCI'Y GO W Ff YIEi a r 0-ALICA BY LK±IEM At0 E.Vl r,<iIi#1 W CIK IS DOe N X4CACANCI LAhl ¢.THE CONTRACTOR SHALL ADE:XATFLY F,20'ECT HIS WOR K- NZW 51 P GRAe.PGS ADJACENT F1:40i Y AND THE ei.OLiC.AND BE RESPA'IVLE CAr1Arff OR NARY DUE TO HIS AGT CR NEKXECT. e- Wx7D+e,eETZS: _......._. -......_._.,,....o...�.__...... ,_....r._..._..-�-._._. ----°°_._ - -�..__�..._....w».�.,_,�.-...._..� ----.r.-...... ...->__..� Q' ALL aTFMtAAL W�iY+D r@tFIffi TO Hf SACN LJ-VL0t DfE1°,k7N!LJ'+EER,O SE'SOU+'1F-W1 K.THE FREM 6"5HALL EE KEPT FRt_"ACCJ't"TiCN OF WATER Ff.E't71rH A Y 'il'1 COrfET:Y:AI CAeX E GF 110,Y L{5KN BLIG FY STFESe d fc•CCU PSr MATERIALS.AND DEE.Ri4.AND AT THE E'`O OF THE JC43 THE O RAJ✓ K*TT'T n�.�.F'E.-,UO,OL11- r�e4IS �rso bye r$�ORDectr'.� 10L1 k^�b"ALLEB�WLD R�LLRAS �-21W. MAYEF2ALS.A`m /pf✓,Jt Ceti Cl.)!'/4' H -r'k'L+'� 11°fb��tC �vl�c;Iac. �V PIf� I� r-- 5'�TTOM OF EX15T. TB. IQ� d• N COW,X1 OT.l c4lr iECAE-4CSED TO 4 CLSVITSI TO BE FKT S,,'�TFdATED, ALL � �jbl.•T� f�t•l �it7 / Y.,�Y�)CC•1 uJnoo �.JD G,J.+G, --T- _ .__�---- > 5TPJCrJFAt GLt$L.Y'.NA'EC BEAM tLST HArt:A:i00 F11 EXTR"I'VER eADC'N's VK55 � __-.__-._ _ -_r .-_._ ._ ___ _ -!-.'__ __;. :. ..._�_ x,..11 �• 40 A r1C0 Coe Pbl.rVChLA OF ELASTICITY. L-TA GENERAL CCxNtRACTGR SHALL REVIEW ALL F'ROJEC�T QC'CTs".Y" PRIOR TO FASRICATK:N AND$TART GF GON9T RIGTIR+ POR S AN7 DISCREPANCIES TO ARCJ-U?ECT OR$TR1GTi EW50ZER FRIGR TO -- ,--- - s- 5TR,CTJFX STEEL- _ F'ROCEED.TKs u:H C;bF1C \ _ SHALL Cc>fOFe9 TO Abti9 A-Y..GEIALLI fAP.f31CA'ED 3tO ElE:GTED N ACC/.XOA•Ct L _. .. _- _ _-?__-__ _. ___, __..:.__ ___ �_-- _..--__-�- �9 �, i W TRr LATEST A;SC WECFCXOA$jUVT%4CP Gfc!41i FGR APF14L'AL F'f *10 �-�. -.-.-__-_.. F:.BRY.AhOw j•NO STR.KTiiFLOL MpiE+ER SHALL ESE CUT.NOTGI-E:D OR OTHER.;iISE I � __��v- - "QwXED N SIZE GR STREWsTH uTHwT PRIOR APPROVAL N LA%TW, /'- V L.- ,.�T'rl(,� I'`cx-;= pri^hT r�J( ' w. _ D E L I' CENTER -d i0.• F'Ff-F:EfCCATEfl WCK9 TWS`•7Ek FIdJM T1+E s;RJCTtiRAL E`Y..a ER - -- t' �� i�ClJ r.R.•n•J =-4=-._= - '_.:_— .— ___ —>_ --- --__ =cam-_.- ._ -c_ --� i -l-L p ITH EPDXY P BE�R r,t1L' C1 SIULL 5E G{5.3ED.JL fACRICtTED N AGCORL A4CE t'ArH L6 TRa4 rLATE NsilT,.e k-`HE:TE?:ERAI.C,ONTRAGTC�R SHALL cacrtDt1ATE STFtJCr.:RAI a••p ! r� .. mil-+ 1�Gu _ _.._---------_--- /=_ E D 0,5«. .1 P11 LATEST EDR.!CN.TPB,SSES TO$E ERECTED FOLCt>.N6 THE GI.•GELREe Cf Tie TPL OTHER r,Ii tf�9 04ICH ARE PART CF'HE CGNTP.AL'T DOcu_gNT$FOR --'------ - +-----_1._ __ y f ) P.BVCATKA EWR•T6.a®Ma LAYCVr PLAw At0 NDNE't:*iRt53 GR.'WJ 4r4 FGR EACH ANCHORED,EMBEDDED OR 5.Wl RTED ITEMS t.A41CH MAY t�EGT T:;E ! CA + O R� A t;at.W TRL*S,&f'. ED RO SEALED BY A PLORC}A F EGibTEF•t-D fA 650M 0<*HJ EER STRYTIWRAL C+RAWkG4. 1 s " 9- )< �/FST L 11jj1 Z tifr.li1j/} �_GC' ,Y f sE rfY•hale,STF2YTFALFCaE EER FT2✓JR TOFLPF2tCATKM I'If _. _ I" LU "CK,N'"XVJ R:55£S AID F'F •.,`.,<CALC&ATk>6 k*TIE POLLOWN's!LN`LCAD CASES �✓ •_ N 11�I /�1'Y- , C�:>t•,1,� _.-. __�r `� �OLL�L x 3'-C�' LONG pp --- _ - HIt� 0 00 GRArtR TOP GC`P'3 0,+E CCAO.30 PSF. �' ,OP ril DEAD LCAD•m P5F. ' n `ail ;EFeO 0.'PER CE v1,IL,e'.FfM tCFEE_'f F"'R L•J-%lt AtO PLATES. F — KEW TIE COLUMN, SEE bj4x1'� x �I' - LoLt�� E-- DULE T� �F'-- CO .«.. ..�..»...,:..,.....,,-...mss.>��.-�,,:.,...�,•.:�,.�,.e..-,....�..�.....��.. ! y OW ° FOOTING SCHEDULE ------ �. ---- - -- - -- - _- --- -------- H Q I co MARK SIZE REINFORCEMENT REMARKS 2t5 P,oTT. e4mr. ',� W �x 3 LO1.4 _ter 1-40 L4 DOWEL x3'-m' LONG Q W G:. i �•'� �'•o'r t+t-OsK 12 t{�j IadTT C�41 t,lb•( ---�+JT!a.0 Gcr:c. .Pt!' 3'.:C-.t_r'( ��•_� ~ �D �Gr�O �J --_� F - Y� TiI `� ' 4#5 bd TT. Ica � -! -P OF FOC NG � '3 �1T, L4,40-4 �1 D1' '4 AI o"x G'-to Y 12 j tX�:�:_ ��YRGP ► to�Ci V-T l�}�i y I _ DRILL x 0'-6' DEEF W 1 40> j!'6 TT. �4roal<t irJaY 1 ----- ' A' CENTER OF SEAM/FOOTING ]-� �•/ �LVIa1�0, c-1rTU -�� �.JCty, FI_L WITH EPDXY GROUT Q V�5 ©o'7T. C�C•N 1JL►`f } sGW'aT'r:C C•.IL LL S Td C .,-0 - - ----------- N f Ts{1^1 G.,GIJ.• 00 COLUMN SCHEDULE __ �_ _ -_�I_-- ._-- SECTION A - A W F'' C' REINFORCING ...,...�..._.-�.,.-.-.,.�.-..-_ ._.,.-,...._...._..,._-_�. _._._.____9."�:...._.,.....,-....,,...o.....r..�. ...-...,..._�...,�...___._ _.._..�,.._-_-__�____....._._._____ Yw__._.___.._._...._�. �._...-..._._._ _ H � °., MARK SI7_E REMARKS -T-A I L .� L�EAI _D ETA I L C D ETA I L D CA 11ES SCALE = 3/41, - I'�O II y,?� SCALE = I I/2 " = I '- O II 5_x SCALE = 3/4 - 1 O �,,� I I I ;I SCALE {sae o`r. Z b'x " x 4' S i s C1 c 8' 9c a o" 4i 5 3 D c b'�c THIS.DWtWi"IG I$ t'T;E PRC�ER I Of GtiV1D W[,ARNE,1QtiNSON M ARCHt(ECT box 12" 4 tt. �3�� �"ys _ _ .._ 61 CGyT � CONTENTS OF UMISS OTHERWISE PROVIDED FOR �.., _ __. _- _K _ _- \ \ _ ___ _ ___ __._____- _ _ __ _ ___ �___ ,__ _--__ _-_ . _ _____ _ _._.__ _ ___ THIS`�C�1�19i�t;eA NCONTENTS iF ' r �j TIED dJD L NS`MI, • EXIST. WINDOW/DOCR {�* 2 "5 DO,LELS x3 -® — `_� ',!-'�0TT0M CF EX15T BEAM 'i` 44t, �"3Q G t'L`yi• DRILL -14'0 HOLES x 4�i' �'� �. `�� I OPENING F c •fn A�G?il FrCT. DEEP 4 FiLL W/ EPDXY g ex " b k s I}3e�C 12"Y�• NEW CONC. T5, SEE PLANS — GROUT. " NOTE: THE EPDXY" PASTE DRILL 3i4' MOLES x4'-,2' DEEP _ 4 bxll'x12 '1 � 43 �cK'%. MUST BE FOR AND FILL W1tN EPDXY PASTE e EXIST. GONG. TE3. OVERI•lEAD USE T-TPIGAL EACH BAR d'y•� T - -- �_-- S ��--GE JOINT REINF., 5T • + • 4 ><9 fa uma 4 x0 VL ►+'1} J-"5 DOWEL x3'-0' LONr3 1 i. TRU 5 TYPE AT EVERY 111 r y4- �4 w 6Flc+lvPt tiot.TS L� ¢"�TTl�+OGO ytLios 5 c C N D C OU R5 E. T' A I i I b --- - 1 5 !N BLOCK CELL FILLED _ I I -Mix _ ------- WITH EAVE ONE FAIr-E OFF BLOCK �? J — 1: G�-GE CORRUGATE __-- OPEN. . GJVET:-IL ANCHORS V E'Y E RY SECOND COURSE v c 4 0 NEW 13L.OGK WALL 7 - DRILL 1/2' 0 POLE13 x 4' --� � _ � riU � v '' DEEP 4 FILL W/ EPDXY __ _ _.--_--_-. I_.r� DOtut L x3'-4' L Gi^JG GC NECT EACH ANCHOR ��- BEAM SCHEDULE . GROUT. __ - -- Q -- --; = —�'`---,_ �� TC ;/,lST1Nrs WALL WITH , SG, SEE OCIPEDULE. "�• r 2' TAPCGN5 W OP 0 51LE REINFORCING STIRRUPS —__�L- – – _- - E-• _ f BEAM REMARKS' 00 MARK ELEV• (IN.) B T C E No. SPACING EXIST E3LOGK TOP OF EXI5TMG FTG. OR TIE BEAM. _ ._ ..w . __ _ _ ___� D � �- WALL 13-1 •4-1110" 61,12 2k3M 'L�6* �S© C1'L'Yc coUTt• - rn �� * " # v�trY ,.� taw• Z 45 DOU�LS x 3'-0' 64 f�` 4` bf�V � 1 Z � 6� C 4Y'Z DRILL 3/4'1 HOLE5 x4riJ' DEEP 0 AND FiLL WITH EPDXY GROUT b=ro zto �. �p 4�z` vewfr IN >� \\� \, - � TYPICAL EACH BAR REVISION DATE --DRILL 34'0 NOL.ES x 4L' 1 NEW GONG. FTG. DEEP t FILL U�TH I 44• -0' gr14 2#1 Z" to elo'z_ SEE PLANS EPDXY GROUT it { Ao•2 +ts•o 3� C12P`�' �# IuT�sw. govt• Yd<d i i EXIST. CCNG. PTO. #. Ta EtoTC.1 uu1T ro• t9,. = DATE { 2C•4 &-s�, k 1t C4' Go,1T. f+s i 905-In j.,oQ I j�b•5 +�E-10` $i12 ti'�3 Z't`0 3�J C 4��-~�' 1 t� NEW FTG. EXIST. FTG. G 11J tj • b IV tiATC44 C5pl.T. 'l'0•eU• .,. I Wco I~ Litt# 1AS k"t15I' 3(� G d YG• 4# wt,r. rnvn ILTa•i 4.[s-T 4'1'Lo &-,12 2'#� n•tts a0 C4vo �. D E TA I L DETAIL __ -- - G I ,er ___ - I��b • byk, g CGt irA ov+TNUeus• N.T S . N"T'S . 5"3 N.T. S. SHEET NO., i ttTB• i 6111. 1#5 15 '!� 4u'ze ►Pf-0l c�}d wTar rr�T.-tb• LL.• I �To•4 �tZ�o brLz 1�6 �i�5 �,� dG2""•!�� �Ml G�t" . i �orr�o vc,1W02 bxtti ti 2�y aD l2' •