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J A '9 INTERIOR DETAILS I oe `BULKNBAD i STRUCTURAL „�' S - 1 FOUNDATION PLAN AND DETAILS S -2 MAIN FLOOR FRAMING PLAN AND DETAILS IDZ - •- i S -3 ROOF & SECOND FLOOR FRAMING PLANS - FRAMING DETAILS I I 99 ST. IO I I 6XfiT BLACKTOP KIST, WOOD DOCK •� WOOD D ME CHANICAL M -I SITE PLAN S ROOF PLAN M-2 BASEMENT -LOOP. PLAN • E%IST .- WALL E M-3 MAIN FLOOR.- PLAN - _ --- -- • IO M-4 SECOND FLOCK PLAN I _- -- coNc.� C°" �� IA E L E CTRICAL uNe. flee« IYLKNrAD-1 5 � f"° E -I _ - BASEMENT FLOOR PLAN • � ' +06.54 o CONC. WALL{- _ N E -2 _ _ MAIN FLOOR PLAN _ II � I � A ' I•l (f%ISTINO WORK NO. I E -3 SECOND FLOOR PLAN I I EULKNf AD C � A E -4 DIAGRAMS AND SCHEDULES EXISTING ELWHA I !KIST 0000 DOCF- i i ♦51 'a4 BlNT SrEeL a+as (4 a[oD) BUILDING / DIM. (VERIFY) I / I h• _i_.- 'rA�.lwl ' 4'-7" OIG.` 1 8" j • n`WEST 5'-O ROOFING- SEE MBCN. �/ 4-A�NND MRf-T,L� I T I LOT 6 J JP ' I! �r '. I ___ _ _--_ .25.00' PROP_ LING 49.99, II _ U TY WALL ae N•e� sneu'E eM. 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Reef rWLL YMREONCE AREMMYCD a0 (LI 4/ � WTop OF CONT. LMO/►D•14 INCuRE4 {W .F%PAN. JT. ✓ 4- ® T/ MEMED-i4srn BRICK ' I E_"' ""_""� /+ ~ 1I J!R"a• ({RIS-IHO atlILDINa W FIRS 3 ° '�P � /Mr . N INSTALL �' "Ali PARD Q NT I I I I .• NATE 601" SA&M or PYRT AEMLM) •I>-:K• IN fRoTLCT10N COVER OVYR 'V MAIN fLOOR LIN I r�"� T"-MLMSRANS ON WALLSAM 1-L• 2L i" IM TR.FR/NT z ,a.lIIIPARTY WALL USE 1 �,GST RAWMREEMENT PER- _ AUDITOR'S FEL[ A D { 1 1 O I Rarer • FReFRFASa WIFTeie 3,V J I KwfsN L u_ = No.41fES9 .. . PtlSWTQ. RJ---_----- f !P I § NAf;M GGNR PLMIR. ddb+' rWOa MEM [ 10 � t1*1`44 maw 26P VIEW 14" IPS DRAIN PIPE1zQ ® SECTION SECTION LOOKING EAST LOOKING SOUTH am, • ., E«Maim" 4E• P L A N T E I I I e R 1 c K _ { t„rc ail E� 1�H t wYs efw.TKG R s cALi 14 = I' o' !+•e �— re R R Ac ! — Ao- . I 6'-E" CVERIrY)_-._ 2 I \G• FE N C f. R[VgRK !%IS ILANTERS � T 1 _#_ L IL WOOD f[NGE N} A. - _ MFT. PL+{MING Cr Mpf NER UNIT LEVE 5.56 4 .�.�•�- : -t PRo P• LIN■ 104.4 i' 4.4e' Roo PING. - 1-' PARAPRI —UPPOK SLEEVE II LOCATE DIRECTLY oI K z 0 cur FROM M6 L t - '� I RIM 19.95 Roof DRAIN -Sof Mac". + - CON C. SIDEWALK M.X. 9•-C LeNo T IR.M 4A IHV. 10.90 q'-4- LONG 2 ROOF DRAIN NOTE: CARE, 1.01,46 f 11A40INO A0.0ON_ AT IND, Sfa M[CN. - - 21.26 LEAD - T FLASHING _ O BASE FOR CONDENSER UNIT oN Roos '� t!i PK.svIKi— facE o CURE — —BURVEY opFSET LiN■Tlna.gc')-T -- SCALE It I.O" L.P. Rcor� �j "OI LEGAL DESCRIPTION TNa WEST 5 Fear OF LOT G, ALL OF LOT 7, ALL OF LOT 8, O E%CETT 1-1 SOUTH 50 FEET OF THE wEST 26 FEET TIeIREOFI /HD 1 Y ALL or LOT 9. RACE" THE SOUTH 50 PEST THEREOF, IN BLOCK S 1�N 16 OF NORMAN R.SMI TH•S SUOD•VISION Of THC TCUONS1Tf OF,I T E P L A N S C A L R p I -O FORT ANGELES, AS PER PLAT TNER[Or RECORDED IN VOLUM! K 1 I 1 Of DEfof, PAG[ I, RECORDS OF OLALLAM COUNTY, WASHINGTON *fug* [Alar PW WD. I 1 INCLUDING ROOF PLAN E, OTHER '&NCO MATER- IALf FOR NEw LGMGTN /C4RT oP NTNCE - PATCH AHD CODE INFORMATION iDATUM If E PAINT R NMT[N As!KIST. 6%6 REGNIRfD -POST To SITE ZONE FIRST BUSINESSPARKINGrARKINO Af4'N M!M[fR REMAIN INFIRE 204■ • I LOT AREA 14,7{0 SV- FT. P"IT10N 1 _ CONSTRUCTION TYP■ • III - 1 HOUR BUILDING AREAE \ —CUT PoaT FROM TOP OCCUPANCY TYP[ - F-2 p DSART THIRD TOTAL -- oelHN To slpawALK OCCUPANCY LOAD EXISTING 4.�'` OG{J , 7 41zT IG,i52 FRO N T S T R E E T�� rJI' I GRAEE BAfEMlNT 40 /fRSe NS NEW 2 08/ 14'1 r'' 4ET'- 6.782 G : I MAIN rLooA - 42 SECOND PLooR 106 7573 i437 4997 4127 T25.1BM I S4 5r. FT. / " o . . TOP nRa HYD z�--- -- - ------ TNIRO FLOOR SO " ALLOWABLE ARM • I"LO j5E1 401300 fe• ►T- AT _ N.W. CORNER _ hiX y�7 rs ts� CITY DATUM lO ROOF DRAIN 6 SCUPPER am a'r -- ARCHITECTS DURHAM ANDERSON FREED COMPANY P.S. AmirioN ALTERAT/ONS TJTNE FIRST NATIONAL BANK O2 DET. AT FENCE POST (PLAIN) S C A L s It R 1•-O" [� to . I PROM STABEr { LAURSL S7REET PORT AN6ELf SA WASN/NGTON aF 1 ) :RNO S C A L E So - I•-O" 1� ' � 'I I ,r wwe IAF NAME.N.IN.•.-a N,F NV V.RKF I� sirs AND ROOF PL AN S AND DE TA / L S A 1„H„ _.o-• Nrr L NEMA.• ANA "m• .ANmN NA AN OH Nr.M Nn..r.wales N. w.u11 m N m BEER MR DOOR TYPES DOOR LEGEND CONSTRUCT 1 O N SL 9 LIO CORE NC NOLLOW CORE �\ nM HOLLOW METAL \� r._—_ - - e J - MATEfl1AL � ___ __. - - ,•.F_'_ __. �. _ - G rrc v' • Wo WOOD NOW•:«":v METD !HARDWOOD p, : .. ❑.D METAL 6 A � FINISH `e: - -ncr t•ruT neo • P- 1 /HINT BI-FOLD •-2 ENAMEL A P- 3 STAIN S VARNISH - T -- ---- N s. - P-4 VARNISHx-+' :'•' + cut`r.c ,..•_I -..°+�� Ff i• T•� If a4 :-E e... DOOR SCHEDULE NU.TT SIZE DOOR FRAMETHI LS HDW REMARKS •M nnwc •FA w �-FF (J/@' ,•t •.[i 1 W A r I+ T T O p 1 1 t MTLTFIN.MTLI FIN' _— ni Yri v 1-��. 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SC +IND F4 Nasi P. i C A 1*4r 'f.IVI•i NM A•f hS NM IM1L� , 14 I Ra 7 'I 7I .0 eA' I I a �,m2AATI a I T 'A F'o'Al:iwrl,i�Ec �° P•f'!� �• VCr;'� I ! I ' .:I {LOOM FINISH SCHEDULE O- NAM! FLOOR, [ WALLS CRILIN• RtMARKS MTL FIN /IN NT OI WOMEN EXI%TINi II t '7EW(a7llrN�•AG.pyN 71Ne L•vN7E •'''•N: I}�I 041 LOUNGE 00. 1 i + •-_r . . . E ® II' I ROOM N ~ - 04 LOUNGE Y_a - Of RAMP -_'' ._._ -.--_ _ i •• .__ 1= � •••s w I � • i � _1 06 MAIL ROOM 1EXIST Imo- ' I .REFI• P-10 t ? f Naw WALL 1 I 07 SUPPLY-_ 'EXIST, • yfT, •-I}---�- T�.+r NEW WALL J I _ L •tE.l hI I ,- IEXKTI •----�—T _ STORA•■ IaKIETI • - - --r•� .M--- Ttf� � 1f<•f1«�WALL YMIIN. nA _ y _- FPO I10NALL--- Eu°r. awT cFl%asc:aj{!W WALL1 f' f IV♦c+ °til I I Arch A MWT Nrw CHARS. „ 1111 t To MATCH /X LATIN• _ - GOMi T!R foots FlOO/ AODM R/� AJOM 11 RECORD I[X KrI 1 +--+1 L E]j 1 I+ 1 STORAGE -Ti- MEN ` 1Lf.W — ;•VAIs? c:..,' PATCH EXHr-RA• M GT-S T•N7 WNL i{ I VAST.1,! 7r ryIOVIN 1AIr RNL TIu ------ L�FE'As - - t 1 --------- - ” - - V _ K2 fP a 04! 13 WOM[N t -- y i�.TIIH I ICTLS II I ►•2 AT•I T Id 14 HALL --- .1TY c-2 r•I B IL►•1 144 •E•1 i /.1 ATI - '�7-Id. i 1-0--0 li -._- .Ef•4EP.I r -t-. HI ,f CI Ll OKKEOIN• Ch1 RL � 'CGS FI •"° b RCL.•r nw +• •a •' - , ACCOUNTIN•1-.- - - r-II P (,-j__ ; Ii COMPUTER VI RI IL••c'a l P-1 a.F a me. n.F s-IJ ROOM S,v{e•-I P•I II -- A STAIR [XIfT N6 I PATCH { NFW OF*.. SX1 L ..J TO MATCH aXIfT. WALLS e STAIR I cFl as C-2 P•1 C•2h7 — --- - - { - 1 I -- - G STAIR Ch1its I C-2 hl ATI; - T• r- r "0 r r •., _ .._I �a fAGWE OI AT IONN fJ/.WµLt V. ! IT A4a0F ROOM a P-I CIS P.1 Ris _ - _— A9e✓ri:a't�A°AaYLTaMo.A7 • + >— . 1 R-{ A u•:„ s.... ' ROOM FINISH LEGEND C w♦ MATE 0.[A LS FINISHES A'6 -- CONCRETE 7,:5 CONCRETES ja . F cA.a CC-1 HARL TROWELED III "--TILE,ADNRSNNF0. F H HA0.DE .'1t�v ♦ - `- 'a4 o.F+ .c. IIN1tN C:7 PLYWOOD POA,NS CT-2 WALL T_E,DAY SIT ar`�q. / , • •µA -�1-� •• .' c°^i`IA 'J JOISTS. CT•H CERAMIC MOSAIC, / •E Y'•" �fiAclt•,l „ . . . .. MORTAR FED -' UNI MASONKY PA IPNTING PANT ACOUSTIC TREATMENT P-2 ENII WOOD Nv. w AT- TYPE I MOUNTI NO III 4TAIN S VARNISH W•1 1MRRW°OD PANELING 117 -.-c -«°.-.- P-4 VA VAN ISI/ _ •GYPSUM DRYWALL ea, t� ..� •�+ A,,7DIT'ON 0 A�ERATIONS Z Thf FI.2ST rVAr.',-III 3AN,(L '� ' aVl NNNryY wlwtl RE ALIEN V YL ADSRiNIOGf Tt �j M,E`, •Y7c• ARCHITECTS DURHAM ANDERSON FREED COMPANY P.S. �qo N• sTIEFa* s LAL,sL sruar VoaT 4N6968f, WAfN/N OTON• URFETINe v'2 SHEET VINYL /�//�/ILLI'L .RW •_ �.•_ . C/•I CAU16T WITH 0.S RFILIFNT SA'A' N6 w '�a utn.0 un R.mI.•N«+Ero w,w •vN-'•E� , EMEh� F' "` O• Av •41 . . :0' a /^ r = INTaEtAL RACK R-4 4•RESILIENT 5115E •au.y(f•W� NaNT. ION.•u, w O..,N E uox.:� u uNNNRO u. Nr>Nm, Nmwu u H.Nwn N NN v eE A-2 C90 :7JM CIN '5Al SGA1£9UIwS5 SR A D E S E A M S C H E DU LE! STEJCTJRc, NOTES MK W X D RE I N F. +3 STIRRUPS L 22_0 O 20'-IOn INF Potloo/INr,NOTES App,v PaCEp1 .MEPE SHOWN OTHERWISE. GBI 1 2 - x7 TOP EA5T WEST ' FACE Of EXISTtNa WALL COD'---------J^Alarm Salla'-p"o1.-Ign Edtlim. X 18END 2EE o.c., 15"o.c., 8 O6"o.c. END 2 - 166 BOT _ wf 25 MF Moi.No« - G6Z, I 2 Z X ZZ - +g TOP EAS- 'NEST -• 5'.. --------------Col,diS PE R<ore Flex,Orncs----30 per.2o pal(ppdblM) ' 2 - +tis 60T END � r! /e'o.C., 15 o.0., g ;.7 Ea' o.e. !ND � r - S,vinS Cxe•rae,---1'.V pl NOTE -- --'�- PILE SYM BOL S G fOVNDAIIONS-- Mil aper+Iy Sb,-n@- 6 Wilton wailahb ax F.p.o�e ,r c.c .ren',Nnu. G B 3 I E- X 2�, 2 - »7 BOT /, E n•.4 Efda-1 x n h IB^an 4w o luau gran.v pi sus ddiwn briy veY� 48 Er" OC. !A. END GALA NCf IB' O.C. E%ISTING TM C4 Sui4;np hvminp•uppared meeiq' leaded a^veered Dw b: .. »s of lG 2 - 1E TDI , EER PLES TO BE RE JSED D1 D Iwf-.ff.17.51,wR'dk.1, oneson eosr•i.-place<mereN p;615' 1 Sen G64 2- i OT SAME AS G62 a uT Opp a wD eepnpr) �. 'ONCRET E------411 relnbnisp •eel 'e be i•np,cted en,apposed.pia o cowriq. I 2' +O TOP EXISTING TIMBER PILES To BE ABANDONED ! I2 X ZZ I A B _ .= T E' T.5') P -_11, 4, aWCdont Nne llyu t3�iys p1lcwwnt.mix -5 ad by Architect.uln.nr ,AColum,bed ,and:lab 41.3(s"p,1 cw ve,-a weld N consent Far cu.yd.-4",kms. Z� fe �T �•r NEW 'JNCASED POURED 'N PLACE CON0. P1 Llf (e I Slabs e'Fado robe A'•Fick.;Ae'.bnto/IL WWP-5 snk,N cenenr P..cu.Yd.-"ed A"dens GBI 12 X 22 SAME As GB3 - up .NnDollt.v.4.reel ly-4O W. 2- +S TOP Irrr and C V•n I re. ASTM AA„g,aed Iy-604i. Orhe.rainfa< wlnbA M•Ir ream xe '4,2 sad-.H mh-.ine 'e Archiver ax appmal. _ Fabric.,a•a coax cede 014 OF A432 steel hr idm•ipwdm. • 062 Lop all ro maxdy.9 Fen SJ diamen. ver,o,MilliChamfer all uPaed<e'«d N head Q 6 - . - - - ' - -- - ---' - --. . -- - m,and< b...n,3d,•. ' r - � r -� - Cmmre cold.m ninfsclrw veal: ._ Ppp,;sf_____________-2,. Wella fnnh f..1--------- i _ C.4 Colt,-,and loss,- -1-1& Ise,ln) ,V.11,Inmhw lace,------I-I/2'. rk.p SLAB I ,2t ZIA, I Stndxeal Slabs•-•----3/4' Walk(inti4 fed.)--------0.00.n 11�] --sF9t«- AT DIIadmir„mmwlka wrr in'p•c;ficNiens. AT CONCPFE------ a^d 7' wvlb-_-__--_-rr 1.'e.c.H S V old,2-4 tin EftKA' N 8 E and deer -alls--_-----•5 15"e.c.H 8 l+id,2-45 in\ �.• .. '.' m At epen;npo.n oell,It and wer pro.de 2-•<derro bon d•w,b~M son enlw,din,JO dlamelen beywrd caves and 1-"7•4'Jia al of enh center. »6' walk Prw'de 1 -e5;mNad1 N 3 e5 a 1-b, - •� I I I. .. N A•.."and wl.d.ria.,eeh baripmral wll dnl N 2-fra-w,uM face and lop wad,elhp.ban -� -GBI powiLE OBB I ' 1I �� Ilp' E.WA.l,amam; ePne.pa<r.p. »' 1 'ONCRETE----- Steel hull be.y e1y wppar,d ni nq...to binb oraNse Qd Ctwrn. GG¢s3S� "�8�'LAdS Un 5 rola laxed all,Iv6a 4.r "•:� ss2 Gsf SIM. OR IIlf �I I 5 - - Vn.nslab,io'nAb.an.«.a0 'J.-4 24'".cineh>.p,eje<,,,, e' »N,»banun< aedin --♦ Mam w.11. 11154 _ " ...�. . . I s yt 4,ep�mp it-N,pa'Ids mrannp m.11 dos, *p.m ballads,esral N,.inbr<rnq,',."opted. A - J W�NPont mend .,l ,tee ,bll b her up.r 1/5 peFh el specs and abll e.,•,d am uryporr ro 1/d, \/ 1 04 c.F1 -C -� - pe;n,d p,«r«•Spone C4 pY-__-_- TI0P+ball b.. omed rn»,an,, G R A D E B E A M S ENEc.' s.<u.inted11-aoeepr1'N: ,p.1. 34" s I'_ O n B Meatmum h.rl•oral-sed" .124 a tc. Ties fe cmv,ew nalh hard.22 walla s1.11 be'pSI 5 pope..be. TV N wear fra.mp,bll u I2 gap ca •paled-erol A.C. •D Agee N maror. P I L E CAP SCHEDULE H E D U L E C O L U M N S C H E D U L E A IM717 UML---Fabr»tat b dna ASTM ,hall , •wd ro bear pacNu in-wdam a rvche 'd p. P - I E� Woldisyloverg V beoll 4 ASTM by c r t 22,00oln tis. W.I&t b b pe,faofi by fill., l9»d l,,.11 AIIANDON A Wdds re M Jylt' cmrinwus tllbt..a14 all cmroc••wlecn. REI N FO k C I N G 51.P connection may be wekbd a belted and r»»cmnd<•ion,baled. MARK W X L x D REINFORCING MK SI ZE - - Skop dosalk w re oppaned by Architnr pia,r.faMiwrm. V E RTI CAL TIES - E Csv1 E•nHwr N•,ruparo sed.]11.11 be spend hem..II.PJnq.its vmp.o•y Frocin,graTn� Pnmmen'niP-n;ng is inoctiled. A 2=G" X 4'-6" x 2'-O' 12- �+ $W C 1 10 R 14 1 4 - !5 •3 Id 1O"O C. N 4 �-- ... fie ppsN• _ d •., _ TIMPE------_____f"uec N^al l`.{er re b 1De In Ih«kila dried W.C.Nemleck per WC'_A 3.1e Sock r16. _ I Fr m; p re M • 3 h 1pmnmp we E' iflo haus bridpfrrp a,,dose,'. _, � � C"; �_ I pedlars jai,"un4r pertbims and wn fNd:nq dears. B r-o X 5•d R 2=o 10-0s E W C2 10 N 10 4- d,7 +3 4 12'o.C. CI I Notion to Steel n be atmc1.d.Iso 1/2"1.p , 36"D.C. -- il_� • I ! `� Sol plate, e,,hers„redo bei..,d nus•.ads ofabearing Wins,tootl e T B I 5;11 pb,u shell b pewnmM rreeted,»t m IY edplah hh dry e,e F,led ro cnueN wall wNh 3/1• C n S- •5 LW MR. IO" - 4'medrrn e.c. 26' X 5'6' X 2=0 10-+4 SW CS 10 K 10 4 - 46 +3 +• 12'o.C. . , D :!'V-LAM--------pMas Bade 4C inalloim,a,ld 001 AMR Mann-CaMiw,im"A" -24pM • ::elur.n,-Camhi�vrbn'G• -1 p'qc D 2'{ x 2,IC X 2=0e 4- OF EW C4 10 IS 10 4- 65 43 11 1 O'o.e. . DeNils and:peaftwfbn,M 1w o.pwed by Arch;f.at pax N febricattm. \ hofecsim r.Pel to M Wlynhod•a A161tnt pole V.14411". L W * d iiEdt I A l N«;'�A�atereeiy`�rofand brec»p for mpmben unsllwpp areerm'upper,,ala Installed. E oc 6=,5'XVARIESR2�o 14 E4 Syr S!! SPECIAL. Tlff AT TEAM CONNECTION I 1 C2 I I � - LOUD MASONPY-Canarrvcr Pxe M<rim 2413.U.S.C. (-1 BA{EM!NT % �} Facing and beckmp ro be bawd with..I.room,r;u. C \D J t L 1 N ABJACE NT Y I�� (X 7 . T:�.O _ -- - M lin hall he]/Ib"rwnd Z-tbs. Y 1� D qTin,hall be spaced I6"pep.wv»elly and N"e.<.br;sonblly. Ties in altomav ewnr„blf he veAomd.7 • nedirienal tPe,dina lin.1.111.pwided as J'wolmr see.wiled'12'N oll epn»F. INw - ut "T IL t ' C1 / -1-C P,..g.. _ ` YltlBr LK•MwEIONT and 50 psi ad,N 2 s k.fe'wered• loll sew ENpwo O IRill R 2 pooTlNfs . t"--xesd 50 ped ad»h•230 ped. SEE DETAIL 6 +i b , I[ - 1---i---------= B A i i I • 1 I I --J. F b<- 2 fJ , r 'O �_ D i Ff C1 C3 N ;r _ _. 41 t C VEOUPY I wR �I I In A D D I T I O N -L A09 ABANDON - - - - 1 --r-- - ' - -' Wy PILE FOOTING RECONSTRUCTION PLAN F O U N D A T I O N P L A N '1Ie B 1'-o ` Y_-- SCALE 'b•' w I'-Om --._-. . NOTE I - SEE SPECIFICATIONS, SECTION O1ILVESTIGATION PRIOR TO IRECONST0.i TION . U RECONSTRUCTION SEQUENCE FOR PILE FOOTINBS. w f nw -•- ARCHITECTS DURHAM ANDERSON FREED COMPANY P.S. AOD/T/ON 4 AL TERAT/ONS 70 THE i--/A ST NAT/O NAL BANK -}- (- /v d w_ -�- ® ---- ora. e..n e. ,a„.A w „a W e< F 0 U N D A T / O N P L A N D E T A / L S � - . s rE-' I '*ONT S 4EE7 j LAUREL STr(EET Pp2, ANGELES, WASH/NGTON p 'amu __.__.. 0 RECO NSTRUGTION DETAILS I TNRU 6. f_ i ([L ._ -_ - y I ss our..0 un wtv •s'wpton w w Peau o s J 1 __ --__. ---_. _ __ __ -..-. -e d;1nV TUBAL � •••���lll � eoerdt LeuwAr we .wrrw urates wman ruew taw so �r C O N C B E A M b JO I ST SCHEDULE MK W D REINF. REMARKS DETAILS O I 51 jL 12 QQ 2 - 411 DOT a3 STIRRUPS I - #11 TRUSS Caxr) s a 4, 3 A s; 3 a 6' 34 6C, 17'0.c,4 a DY: -- 2 - 411 ror 2 0 6', 4 a 5"• 4•s 4' i 6 f• (INT) --- Q - — — -- - -- L 2 - 49 DOT 43 STIRRUPS - 52 R 12 ZG I - 410 TRUff (E AT) 2ai 4: 5aa, 3a811: 17`a.a., 34a 7: _ - 4 - 49 Top 406; 2(A 3• CI NT) I ✓. _ -_. _ -. 2 - 44 TOP 43 STIRRUPS 63 A 10 10 2 - •B DOT C[%T) 3: 30fr, 100A.C.14af, 2e (INT. SUPPORT) 1 I 5` SLAB I J�- - 5. -3♦0 —11.7 BOTTOM AT ILANTa RS ADD I2• Z• 4`o.t. Id/52 W Ala 4 G TRUSS EXTEND BOTTOM BAR 2'-O` INTO J2 I I 46 Top J2 5' 318 :S BOTTOM ■ATEND BOTTOM BAR 2'-O" INTO JI 5 TRUSS pi 45 Tor 1 --- - - - _ J8 5" 3♦6 45 BOTTOM -_ . 4 5 TRUSS w 1z NOTES I _ " I S1M. TO I. SPLICE TOP STEEL AT MIDSpAN AND BOTTOM STEEL AT SUPPORTS- 2. UPPORTS.2. TOP AND 5OTTOM STEEL TERMINATING AT A WALL OR COLUMN SHALL NAVE 100 SE4D OR 180• NOOK I I I I I I 1 I a TYPICAL RECH% Ass Tet •ARL .TYPICAL 1.06 m SARs, FLATS it I SEN ICMVVUL1 2 ' •T TOP SARs f4 r 24.O.a 5 - I II :.F.-Gs -11,1101 — _ T.. 5 LI COMv f i'Hi. 40' w•LL 11 14 J5OIL ` _ —_ • TYP. COL- TI L - PDN WALL `1 AT SIAM CONN. I I N aL. 11.4tI —�- �r _ fir.; - _ -- ---- - I 4 — B rl } r ^1 I OIL@ i I 11 II 14 J2 t :�.. �I � r +- - - I , II I I I II II 11 SIMILAR TO O CAI O 11 111 1i 111 11� it 11 419 •LSCC I 11". ia�ate. J`A ej Jli ; I L-- - _- �j- .+{� rT- _ - - - L 1T1 I r7AT 61 i � �:1• I 4 1 0 .1 � II' II I � ' 11 III II I A 11 li I I ? 1 0 '11L42e IN 040e RSC BlAM /-TY►IUL b`x be R/C COL. 14• ID'>•a �IR•NRTr A4' LA•> SLICK FAreM - . 1 (.IMrR'r Cawi r-L LIN• A 44Y P.C. SAM! OIL& b' V NII _ . _ } TYPICAL / 1 44 PANT. wyPA.• . e:s.Ioas• iii°..- if f4 LAE. jqq_J -JL_JL-J I / - -►-. — . . AN> IAw%Ls- I i+ L•M. r - f4A t•O••.e. ^. . w 4L- z1jiL I *%I TMaaw l I ct •/ 2-44 'e III !jl 11r III jI `v a•L» I•t t . f,f —"- Lr CRISP. ca Nc. �:�.i - ,T•:`. � I =I I ; I i 12• 1 1 SLASH SIAM M •i• nM�n... .I I SII 0 AMC COL. 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