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00-0405-028 I 1 SEAL: _ - -- -- - --- -- - — -- -- - ---- - -- - - - FCR RE iNF EE 5E Al SCHEDULE 1 1_ - — - GENERAL 5TRUCTUR4L NOTES - - - - - -- ------- R �, oa , �I� �,� 9 -- WHICH V _�� IS CRE_AZ _R 1 JV!i ( �4E�' I< !� � EATEw , C•, BAR e..tr-'A sux�ctaON 04 Fetc r•a FOOTW55 LAA OLEN[+5*1W wTN:csw FM r r�vF AT ufl►T *9 �u Flea-a�PL.:N R PC�GY BACK TFdJ55E5 LAP SPLICING SHALL � — a 50L E FN;C.AC KE 5�STATErlV0 N 51kV 6-1 �rt 53 FFR cEwt It)S.FL54 NctEJSE k R Lf6E I „E" BAR 2- (4Ax.FaETE MDPLA-ES. - NOT BE LESS THAN , --- x.Cxt E S NLL AnaN A r S.+lA �Lrt1A E CJ,FF sREYA NsO�o THE LARGER BAR, STD. 90' HOOK F� BAR M.• AT AfiiE:rATES TO BE aEAN.1lD LftL nFele.1w T GE`ERAL CcrrRAlctGR 10 FF>c+tcf F'EFYL.*"LA'ECTL BRAGEG CF T,E 90£11,X1 C•tJRD � T,%f" U A R "-� � ! � ,� (�•-,�l - H r G,l4C,%E SLIP 11 rJ.t171 10 5'MA.X:Ell1 IW CAL taCJ:ETE L F",NOT TO EkGEFA r AND THE YE.6 MEYEBERS N ACCORC CE Gtr.N RECQI'F]LATk>d OF!PI.ftff-TA 40!4 � ---_ KoLj;ft W51,r T4 lCGXUk TFL56 DESUNS.5u9rut PLRV-104 UVC-G ILA-FGR 11JRR}GAt� 9tFZAP BY f � � \ COLUMN SIZE, REINF'G, � U t0 > cyr.F*'E cc,f-R APPFJvAL 6T ecac R FR"TO LFFGTKN FIIJGWE9 MJ!Ar,KJFt.MODEL -- TC 5E-4 FOLLL%i6 80,-,0„ TOP 54f6 GCDLFAI OaC%LQ_/OR To ka-0.90*D 40 SEALED BHOF DR%X<A BY A PL(.iCA RTi 6, 11 2 • 2'-0' ur- _ CONC. STRENGTH AS NOTED FCOTWs 3' 2• 1. WG15TEMD PTa�£56C` L EW JILER FOR ALL TR.fi3 TO TP-A COM•ECTQN& BfA'.5 -IR• 1.1� I.17' Fr ` ~� LLv 4-!bd NAILS Fla Q IN COLUMN SCHEDULE - }+ AIZ* cr�atECtfcrt a FOR COL. TIES, SEE TYPICAL -- I _ —\ ------- -- -- ►x M .-. E C.DfA E _ COLUMN DETAILS, a;' 24 3 3;,` TOM GEAR N BOTTOM BAR— c I - � a•F ANY LR;c 5 GR or,SSN 5 f h EtR N^�eRA.SCrs.6FELFFCnrk�o.1,R a ER EXIATfNG BHEATI-ING. V7 p Q / - COCJ-EKlS.TIE CONTFTACTCR rLST NOT FY T.E,J4[I41'ECI `D C`GTLEA N J,W16Cr.OF _ Q - :L^f+7Rl aYi STEFL TFE SAYE FftA TO UpLdCCELPri W'Li T,9 U)W N yf 5TkM N TA E4W THAT TK W 1 C !C BE NEtl:+S/.S:F�NYsTN BILlE7 STEEL C43CFdED AS F'ER AbIM d-305.:>0 -� `-'��'� L� --- �--- STD, HOCKS STIRRUPS AS �C}�L-L%v.-EC .--.-- R'1'0WOM TO A5M A L6, GlL+C,E fro LAP C40NTHJCUS CARS 30 a CO":RAGTOIt FAIL TO GM1£NOTICE,tM F'Ft'.tE4 SJ�IC�EF.1 IPE FGIt A FNf5PO15E, � �� v- ! 1 1 L I 1 ! f � � C1 a•E•ERS JaE56 OSIEFZItSE NJTEO N FLAW. No1,x Dt5C1,,'NtNATUS DL6 CcuTRxTat 16 RESft7*5$aLf GF 511,14 LF3r-"OR OM+55UO.AND FOR ALL COSTS FO@ �_ _ ' T H R U'0 U T ?,! 2" COVER �A L L S I D! LA ALL?1,.f 9:.R5 FE."£:,ACAG 6TEEL i0 96 DElA1LED•.ND F:,P-4WCA'Ep N FECTFl W,SAt'E AdV FOR LfLA1 S OR ANT OT-LR C06-S W-RRED 6Y SAYE -,._ �a1 I I' / X:[;R^-.:'+CE LATU rt:`XL OF ST.:••CA:RG5 F'R5C.ICE OF WAV,*FE�Y't"R_P -.E CO.AC.TGR 5.1 L LSE T,E S'R1LT.fiAl LR:.A`G6!O"�E'FER W N'1E IlSJ/1�Cr.F;.� ` `� �� d _ N ({� "' G•v-FL'E S•R1C'J45'.*O'WE AC BL&LW,CM4 3d.LATEST EOtTK?l �� 1 cl z rEf.F'klIG�1 A:•D ElEGTFuCAL LRU.'"J'�9 TO LOCL'T pEF'F£SSEO 9Lt.85.SLGFE4.LRAI.; 1 M 5 rte'-J.Yt uAlle OUTLETS,FE•GEsbES.GPETN"a5.F13UTS.DOLT 5EM66.5LEEVES.Ct'E•LAOW.ETC_ ` ` J ADD 2 �J 2 P OTMAL C04FLCTS SHALL BE K4,N ITTPD TO r,f ARCkITECT A•4D EGNEER BEHFE - --- i. EiE AMYL OCKC LALLS TOOrJ6cE0L8@ 6R�.1DE M-i TOO P ACM C10 MT C 90ALlj A�FET P%LEECPYs.ITN TIE WL�2C CONTFKTCR To PK^NC•E.lr'f2ATE TY[FOR RESft'TSE C TY Pf(�'AL) ••, � of•SM VVGTN OF LWIV P4+,MWXJ FWK4 NO SGA;E LAKER nFE JCNT "k"A�uteCt ECA6EER FOOTING SIZE d STD. 90' HOOK I I f-1 �-1 t 1 D f H R f-1 I 1 � M Fl PL-134 AT EVERY OT,ER CPJ"FCR ALL MASOWY 13LCICK C+.'ILL& F-CNYE r EXISTING LV0 TMJ66E8 E r S � P � B IS,W14 6 CORCR GARS AT ALL 5E41 N'ER5ECTkM.Ex'ETO 30'610 UtAll5 EACW S". b•G"RAL GON'RAGTCR 5"ALL BE F4 ONS':ETLE FG'R IE D-SPC•EAL CF RGINF'ay AS t'" ALL AC-_tY'LRATED WATER FRrX_ EXC_A',,ATION AND DEWA`ErW CPERAT+c?+t TO F&Dr MS1. N seal A WAY AS TO NOT CAU-4E NCON:tItFN,ENCE To THE 1 of AND C4 t✓i SCHEDULED. R^FtXY"EC ru.5O,F2Y N 10 UC ST WAY.6 1 ELEt-IENTS. � � � I O t FOf2 RACIUS OF ARCH SEE "C' BARS ARE TOP BARS AT NON-CONTINUOUS ENDS. N.T.S. � 'E' BAF8S NSF;£ TC�P 13I�OVER RIC�FIT RJTERiOR WPPORTS. Q I � O A:_ca�cRt-f 9LOUC ro BE W-551 JcAF�7a�vri To:3m c f T4 Arauus PPoSn e. reN poet EMS wra A.Y rry QED DRAU�w ArID SPECFrArr�e _ - � i4- __-- -- � 2� %; _ ARGNI7EGTURAL DtIY�S N _ 10P BARS CALLED FOR AS CONTINUOUS. WHEN SPLICED, SHAH BE SPLICED IN THE MIDDLE TH RD OF THE SPAN. O 5T>f'laTl.'r�i.vTaO Fvi. ALL Jy:S°>tl l 9F BI.YLi 19 F'FiE:,fRAE!.f vERTKAL CAN.6URY 1 -- - . - O -f CELLS 10 BE F4LLED.�D MST r N..t4 A CLEAR 1NO55•RCTED CIOWK"vER'KsY FIELD OFTCETS,UAFGE CRDET'S AND CLAJEIF ICAr1ON;yCEtCI:ES/SSJED -""'•••� •�-'••+•" -•. Z - O .:E..L'EAS:F.'vrr 2 W E6 CT S NCI{b n241kl.CLEAttM L*__t4 61LST ef tj;WNIDEO C-Jkk,.'s THE COURSE OF COF46TRJCTKTL AT ALL CELLS 10 BE F4LEC r,AXeJ1111111 1 GR1!!14 LF-4 M/'-O.r.E a11W,11AL (lir.� Ff.'FCYX:@EM'%*T.IA,•E A rOdUl 46"C!,atTER LAP 5PLK£Y,6au:BLUE r,E d•Tl PICAL C'ETAIL6 AND 407ES ON TFE5E DRAWETGS 51WLL APPLY uFlLRY6i CELL JLFE STRKL%*e',y 10 OLNITN.E VEKTICALLr•NMR-*1lLATI LAPS N LKESS SPECIFICALLY NOTED OTHESI:hS{. CCA5TFC/CT". DETAILS AND CC-CE LEO U&I.nAS 4-9 NOT Ft"TTED.ALL CO3rMTE em"Wc'rW 5kxl eE ;, CTpN3 NOT CCJ-1PLETELY SHCuN OR NO-ED 5T%ALL of 5Y i1 ZA TO I CO FE.'.FLKK%^A CCrfl455tTF S:FL^d TN of)Cf0 pN AT:l CA)Y.SIEMI M DEWN" CETAILO 14,0 SECTIONS%.OLN CR NO'ED FOR EiMILAR C0,01'1GN6. M O �' x AFF��AL.MORTAR°:LYL BE n PE It JTU A MN"VFE'CsTN OF 2X,0 n.L H!3.ONl,RY CIA-LS SliA L BF F4VfOFUED+CRZLNTALIT f4XY OTIEIE CCURA JTW 5 GALA C'OR'ED F,.TEtpPC A Y BRACrG SPLALL 6E PROVIC'ED AS FEQUIRED TO NCL.D ' GA_V.W_M0 VEPL TR,�6 I TRA4 TIFIV SL"to SAE r lO 5'. ALL CGX'1PCNENTS Nx TI,'E eTFcCr." N PLACE UNTIL I NAL%,-PORT 156ECUTELY APIC;HOFED TYPICAL PIGGY BACK TRUSS TYPICAL S(2_�(�LRETE COLUMN 8& TYPICAL ARCHED BEAM DETAIL w T• 51.OPOaAlAFGS r.:'>E CONTRAGICR!WALL S_T-PLY ALL LABOR T'.ATERIALS. T G 0 FC SHOP DR::A1Ci%,ALL 6E 5L&1TTED FOR AFC:uTEC'!•EC.a.+NEER S KIIEV JCL AFrEJ: EO„�-,p„T AND SERVICES GF E.t:R' <--O �NCLXa 43 WATER A•� ANCHORAGE DETAIL N.�'S. O O I N A N.T. S. N.T S. THEY RLrE BEEN FVv6.F_D AVD NOTED FOR CCN6-R.CTC%MTNOD,CMIJ_ FACa MD OT,F Po..tFk NECES5,eRl ”-E F RC*f ER E>,ECUTIGYJ OF THE WC;V,5HO-N CFi TR"REO:.7NFJ'ETITS 9T TIE 0QkAACTOR AND V LAVED UATN TIE CONTACTCR'S APpFe-vAL ND•CA'ED ON THESE DR,4l t4G5. ALL tlATER:AL SHALL BE NEW 5E+L C<.KER A.5!,ES N O FE5P0,dlllZVTY FGR Ct1EN5VNS,O1J.tNTOLS.EFIFOR5 OR MATERIALS AND UCWQ,AN5H%P S.lALL CIF GOOD QJAL ITY ALL O OM664>45.AS A RE11t OF CA h2.40 FCVVAa5 ANY 5iY C;9_4 ,ANY EF�RS OR LCT7K2-t6FN A1Nrj 9U000N'RAGTC.R9 SHALL SAE EKILLEO N THEIR TRADE r_, .-N a',S,'C46 MST BE r•ACf GOOD by Ccx+'RACIOK J.FESPECt!vf CO FPCE�PT,c v'cjr Ya L" ff v1Etl LF LRA_�G$by ENC>t•LER AND§,I N T,4p.%GI4.WOfd i4:o8 M AGCCF,*4a JN, g..THE;CONTRACTOR SHALL ADEQ'JATELI'PRO'ECT IUS IJCNFC ADJACENT PROPERTY AND THE F"3LK,440 DE RE` �.a�BLE FGR CAl'•AGE OR PLVRY DUE TO HIS ACT OR NEGLECT. 6- LPJD r1ErIBCRS -...•:w...,...-..._..-.��.....-...+. - -- F+�� AL_5"P__T_AAL JXO MMEAS TO EE EALN L'J-CfR t't-FJSKR45 L'0"TO BE W"-NN K. rHE F'RETt15•ES 5WALL eE KEPT fRL)M ACCJ-ULATICN OF MATER ME JTN A rJ~CJiERCIAL:ICY#OF VO 2'.DE5rlN BE`ENS S:FES6 OF Fb-CM PSI r.ATER.AL6,AND CUM$.AND AT THE END OF", "TT:E � pp �lC AL .000 NS-Mr6 TO B£ME OF ALL tIPE ECTKM A5.5F>LI-S.04CF.5.OR V(CE5Y.vf C.CYNTFI>CTGR SHALL TEM• T ALL RLm$•5H.$;£PLUS I'ATERAL6. 4rND I� V.i T TOM L/T E X15£. TB. O KN-,S.J15AIaXTCRY M,ATEFCAL6 TO BE FLPLxE AT NO C06T TO T.E'VCR ALL MIDEFS TOOLS AND LtAYJ THE VULDN5 EROOM CLEA•L pr�•JTr,F (.2����' N 1 _ -- --- -_ N.LMACt JT.1 COW'_ETE OR E 6'C6M 0 rf ELB•ENrs TO E£M$&F-E TFEA-ED ALL -- - / P�oI,T� P�� ��17 / Y,e't�ICC,l W TT o0 LNG �-�•1G. --�--- V-kr-lAAL GLX L*'?,ATPD BEAM MST HATE A 2400 Fbl E)(TRE14 FCER 9AE`ONS 6TFL5! „ ' -- -• - _ -- - Y_ -_-- AFO A r40 e"FSL MOOLLA OF ELA6'0TI L• •>E GENERAL GCAtION AN R&TAT REVIEW ALL TkOq GT OOCJ•%TY"5. / y I _ .-.-- -7-- --.- - �_ ' FRFOR TO FAE>R1C-GTION AND START lA�f C.Gt-iS'R.IGTIONd. REPORTS ANY 9- 5'LlC,lFAL!TEFL DISCREPANICIES TO ARGNITEGT CR STRur-r-0AL"MER PR1CR TO ,( _ -� ` = ' - F'ROCEECUl uNTH LKJRrC '-- _4• _ I _-_-_ -__- _- - -- --.--_ -__. - ----- - y p _ p�I L L 1' HOLES xO' 5F ALL G.'t•ftATY,IO ASTM A-3i.[ET41-M.F+-R ,ED AND Enl_ED N AClolr ANCE ( --. .-.-- -------- - .-_ - _`-_.- - - -"_ -�-�- �/ Ja-.4 LATEST At5C SFECJFKATIO0,5J81'uT SWOP LR:4-065 TCR AFfw%'AL FR1pR 10 j,-NO STFLYTjl AL MEI-VIAR$HALL 6E CUT,NOTCHED OR OrHEFI:-5E - FA PoCA!.LN R IL, EeoNVZ T4RA>1RE 1NEERTII'JUTPRIORAPPROVALNL.MTNG /T` ' f`W_,T.t1C� i�cy f �[%�MI^JC I I 'F` rJ. DEEP AT CENTER OF BEAM ,9 FF�-FACF ATED xxlD w55ES ' - •- of .1 t = _ - ----- _ PA3T E (FOR h r r �F ~ ' p LQ� AD �E7 5w t L BE CESIGIIED 4JV FAEAPCATEO N ACOCIFCANCE J,N r,E rR56 PLATE&6VTLE k• HE G"P.AL C.ON:R:ACTOR$HALL COCFONTE STRJCT„R.AL 4W0 - _1 i� F•L''i•,L. �1 - r i = T---- �-.' .. ,- - s j- i-r r _ . .. _ .. -.-_- J } t(��\� ..� U�C4 �'IU-J�� _ - _ PTALAEST EDITION:PUSSES TO BE EFE-r ED FOLLCkkG bE COJIM ES OF r,!M. OTHER DRAWLY!L)64idl ARE PART CF THE CONTRACT DP=L-'V'C5 FOR ---------- -- }--..--- - _.- -`�- y : j_ �- __ - ._ ..-.-___---_.�.- ✓-. L TPI I GJ I KAT+ON Bw-llr S,IBtuT LAYpuT FLAN-•O ND.vID,_FI TRJSf GRALC+55 FiXt EACH A Y110FED.ErTf3E^C•ED OR$c.Ff CR'ED'•TEM3 WIC r.4Y ArYfcT T.:E cd rft;FTT'.*.*5 SKALD A`O SEALED FY A R.GRCA FEG,STERED Fl FESSIONAL DC.ICER StFYJC1LRAL URAWNGS Vl AF4faCvAt BT 6'RY-rJ2AL E'W,),LER PR"10 F46RICATkXL E3',I�J-'x�' �/Irj T L.I(T�J ._ 1' �. I�L �i�r� f���� r_Of.>U -TY%,i.i•.. _-., I � F_vim.••f�Ct'D:P'55ES:`S7 PFC-A:f CAL';&AT045 Fat rf FOLLO4' %0 LOAD CASES. 9.X4-4 iQ N lu 1 'G,,•K r �E r �. � C<�J.;F�F� f 4�1A t ��t GU'-c ----� dF_ — --- : O)01 E L X3'-O' LONCs 00 ROO'OAAIITT TOP CA'_IC LIVE LOAD,V PSF, '•�-v^^✓'Y�'"�, W1t•5 C'r i'F"Jr LL. - �- -� _ --_ HiN o 00 'OP C,40FD CEAD LCAD,5 PSF S 6J�,pT b• �oR _._. _._..-�+---. -- -_i F- - [� Bonin G4CFC Cf AD LCAD,10 P7F NC'E MRC C,PER CENT,V 4'FE55 NCREAA FCR Lj"CER AFC RAMS ,I1.01'a p G e'J 0Z OL NOTE • ----- _ __ �. -. TIE GOL Ui'iN, SEE w •-•� ._-,.-�-._�_.---T---.___-__ •,r ,T- __ W�Xi..i x loL�:n _ J (-_. —_-.- F.ICzJ LoLU F-��! J `�J.� tn FOOTING SCHEDULE ------- _ , --- - -- - - ---- __ -- --------- -- - ® Q .� MARK SIZE REINFORCEMENT REMARKS A_ --_ - 1 DOWEL x3'-0' LONG WFIC. V�'�►2" 2 g iOTT. CoNr, _� _ C2) I!G" �x ` ---- -- Q b FrT• Feud W&( ___ I r T!/ ! c c __ 7J•5 �I-cc �1v"v!2" 4� �T. foul k%w I / `Ta I'lC r 6 rJ - TAP OF FOOTING W _ 1 • I A 5 �FOTT, IGt14 T10t' I - ---- 4 A•-o x G 1,e ,/ 12 1 ITT R{ WA _� }}U�.µ-�_ `•TkG� ► �or�U_ 4?T 'tsT� % pcclLL I' NCL E5 x O'-6 DEEF Uj -�j 1j'olx 6!-o A(a Cs� TT. t LJa'f �2vIeT('_O, )1Tta -In� F.1G1�, AT CENTER OF BEAM,'FOOTING Fl-L 'WITH EPDXY GROUT C'Y•� 4�-SrX�--1'o'�IC2o" ?, p. FA.N/ sL1"AT'r:G It LL SI!)C r (T O COLUMN SCHEDULE SEC-£-ION A - A " W REINFORCING �• - - - -� H MARK SIZE REMARKS DETAIL DETAIL DE-TA I l_ 9�1 DETAIL D CA jjES SCALE = 3/4" = 1`0 FN ��a --- - - W SCALE - 1 1/2 - " ` _ SCALE = 3/4 " = 1 '- O 11 II- - I O SCALE - 3 /411 - I - O 1 b`k al, 4t1� 3n e o"y O 2 b'F b` x4" 5 t3�leb' 9c a THIS DRAWiNC 6 THE PROPER TI OF DAVID Wf1lRNE JOHNSON AA ARCKECT UNLESS OTHERWISE PROVIDED FOR i BY CONTRACT, THE CONTENTS Of --�� -- s THIS DRAWING ARE CONFIDENT AND SNALI NOT BE TRANSOTTED _ 2 '9 DOt1EL8 x3'-m'- _ EXIST. WINDOW/DOOR Taa�OT R PARTY EXCEPT AS b'xi2` ¢fb �r3QC I't DRILL 34'0 I-IOLE8 x 41/2' �- .,`��V ;` '�;�TTOtl CIF EXIST BEAM OPENING tiG T e� . E nR H \� C'!TECT, DEEP 4 FiLL W/ EPDXY � ' '. +3 0 a n`Y�' NEW C4NC. Tar SEE PLANS GROUT. if t• , •,• T J 4 3 - NOTE; THE EPDXY PASTE DRILL 3/4' HOLES x41-'J' DEEP MUST BE F-Cr- AND FILL WITH EPOxY" PASTE ; "xl1'k l2" -tl� #3 �� K' OVER"EAD U5E Tl"PiGAL EAC" BAR 1 9 C� .��E JOINT REfNF., EXIST. CONC. t0. �► ; . TRU 35 TYPE AT EVERY � ••� ' h 1-"5 DOIUEL x3'-0' LOi'JCs I i; �.C AND COURSE. -TS 3Y2"x ari x ya �•AI. 4 ,c 9 K q W I TM 5� r 0 x w � I 1 I �,,,n ..• ,?.' •.. f C4) 4x dFfca+�Tc GOF-TS C� ¢ 4�o SnJo3 BLOCK DELL FILLED WITH 30,010 PSI F'U F:l M I Y. I I G s - 03 DOWELS • 24' c%. __-- .',` -_ _.___ LEAVE ONE FACE OF BLOCK --J� :� G GE GOFcRUCsATE T r ---- GJ�I�TIL ANCHORS n �F _ OPEN. �- E ,E RY SECOND COURSE o O2 ® NEW BLOCK WALL I t - - - - r - DRILL lr2' ► POLES x 4' �___G_C`,,NEr_-T U DEEP 4 FILL W/ EPDXY 1- 5 00WEL x3'-0' LG►�a � ) EACH ANCHOR p BEAM SCHEDULE GROUT. - ;_- -- �L TC =it5TING WALL WIT" SG, SAFE SCHEDULE. :�!�' 2' TAPCON5 s OP 0 SIZE REINFORCING STIRRUPS BEAM REMARKS - --- ,_ _--_�_- r~ c9 =� — EXIST BLOCK � z � MARK ELEV. (I N.) B T C E No. SPACING WAIL TOP OF EXISTING FTG. OR TIE BEAM. 6•i 11�To" b+12 2f3F 2�6* 0Q C12'Y1, C-Jr - z * ,� 14 pT0� 1 05 DOWELS x 3'-0' b•1 +�'•4"* �f�V �•�1 Z�'� 3� Ca���•' � DRILL 3/4'e HOLES x4%1' DEEP O "/ v6vf y (4 \\ \\ \\ AND FILL WIT" EPDXY GROUT U A pAb l',4! &lets 1h, 'Arl '� C 4112 TYPICAL FAG" BAR REVISION DATE —DRILL X4'1 HOLES x 41+2' ����'�t�r �.06 NEW CGNCA FTG DEEP 4 FILL WITH Yn•I -Nbl-o" SEE PLANE EF'OXY GFWLIT �r24 215 2�5 bQ �lo • R�2 44'O Sr4'b l l 2 T� 31� C►2'r� G�V IHTbW. tzw i 6C4 - pb.� �g'•q 1411f, � `I. 4.1y 'SQ Q.Ca`yi vaurr w Rao. _ EXIST. CONC. FTG. x- To FiG1C.1 QfJ1Y• 1D• CL. �-- F-D.4 lk' &10 '� C4• !� coNlT. fill Ro•� - DATE : " FD,y +.1�-lo b*n ti Z}5 34 C �,�T TO NEW FTG. EX18T. FTG. btu# 'Lki tq, 30 G AkYa• ♦A rowr• fit." P-TO.1 �•? �l'•to b7s2 'L� T't�6 bQ CdWZ�i• �` L� i. Ta "A-r" CHI,ar. Tn. �. D E TA I L _E Q TA IL F D E TA_ I L G F�,b � b'Fk/ 1.#Fs "� � C Gt� y i ov+11.JUaJa. � N.T S . �°� N.T.S . 5"� N.T.S. ��r� SHEET NO.r fZTO• I bY1FI 'I.FJ 'i 5 30 �25 W J� J��p I' p vow FAIT•-m. kL �-3 I, It bfn I,* v© c le 5�