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W6 <br />W6 <br />W6 W6 <br />PCS08 PCS09 W6 PCS10 Cs'll PCS12 PCS13 <br />LP <br />W 6 <br />BS02 BS28 BSOO <br />136 vu 1 B6 B VU 2 66 VU 3 B <br />let <br />a% <br />B 6 <br />Ln %Z Lj <br />OFS <br />L-i Li Lj <br />197-40 <br />COLUMN SPLICE <br />- - — — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <br />T <br />H404 <br />Ln co/. <br />rn <br />C14 Li <br />Lj Li <br />3416 <br />8420 <br />B414 t 1 -50 <br />B418 <br />C, cl <br />LABEL <br />SEE OWG <br />I <br />811171 9 Ip <br />ERECTION MARK <br />ERECTION MARK <br />VERTICAL DIAGONALS (=VD) <br />TOWARDS GROUND LEVEL <br />RFFFRFNrES <br />LABEL- iK3Fl(,HT <br />C118 5960 <br />C101 <br />C201 <br />8111711 <br />8111711 <br />C21 8 5730 <br />F41 -8-7 2820 <br />C401 <br />Clis <br />8 11711 <br />I 811171S <br />Cl 17 7410 <br />C217 1 5220 <br />C21S <br />C41S <br />I 811171S <br />811171S <br />C417 2850 <br />cl 16 7910 <br />C162 <br />C262 <br />B111716 <br />8111716 <br />C216 <br />C41 6 <br />5510 <br />o <br />B114 <br />B116 <br />118 <br />8111730 <br />8111730 <br />1 8111730 <br />C369 <br />C469 <br />770 <br />2790 <br />VD130 <br />VD131 <br />3050 <br />510 <br />B120 8111730 VD132 1440 <br />B122 8111730 <br />B214 1 8111731 VD151 1270 TYP. DET. A-H: DWG 8111740 <br />VD211 1270 <br />B216 8111731 VD212 450 TYP. DET. G-N: DWG 8111741 <br />B218 8111731 VD213 470 TYP. DET. CSI-CS4: DWG 8111742 <br />B220 8111731 VD307 950 TYP. DET, HF1, CEII: DWG 8111742 <br />B222 8111731 VD308 330 TYP. DIET, FOR COLUMNBASES AND <br />B314 8111732 VD409 500 <br />B316 1 8111732 VD410 1360 VERTICAL DIAGONALS (=VD) AT GROUND <br />VD411 2040 <br />B318 1 8111732 LEVEL SEE DWG 8111707 AND 8111709 <br />412 1 2170 <br />B320 8111732 vul 12,50 <br />B322 9111732 vu 3. 12 <br />B414 8 11733 <br />VUB lZ501 <br />B416 8111733 1 DtS —7r2FOq <br />B418 8111733 <br />420 1 8111733 NOTE! <br />2 52 - 21Z) lot <br />BSOO 811171S WEIGHT IN THIS LIST IS 140T EQUAL <br />i 1*0 WEIGHT IN STEELSPECIFICATION. <br />21,3 BS02 811173S <br />WEIGHT IN THIS LIST IS ROUNDED OFF <br />PARAPETER COLUMNS FIELOWELPED SEE OWG. 8111743 BS28 811173S AND SHOULD ONLY HE USED AS GUID- <br />�K4B4 8111734 ANCE FOR LIFTING ELEMENTS. <br />B322 <br />FIELOWELD CONNECTION V0130 AND B018 SEE OWG, 8111743 <br />8320 N�,8316 B314 <br />B318 <br />156'-6 BOLT 2 0 5/8" - 1 3/4" <br />-3* <br />%JD c� <br />T COLUMN SPLICE <br />CN CN co <br />COLUMN SPLICE +153'-10" <br />u C) <br />C%4 "W' r%j <br />Lj Lj L—i Li <br />e- COLUMN SPLICE <br />B222 <br />9220 B216 8214 <br />Ln B218 <br />co <br />%D c:l - �-52, <br />T- <br />L-j L.) Lj L-1 <br />+134'-Om <br />COLUMN SPLICE <br />8118 B116 B114 <br />B122 B120 5z I*bc) <br />8018 <br />i�o <br />W7 <br />112'-9" - - <br />TRANSFORMER ROOM FEEDWATER PUMP ROOM <br />B.E. BASEPLATE- <br />117 <br />TOP OF CONCRETEN& <br />f OUNUA I JUN <br />11 -7 <br />GROUNDLEVEL <br />GROUND LEVEL <br />LINE PC <br />YO ISO IDELF-rED <br />SECTION LOOKING WEST <br />CERTIFIED FOR <br />.100 A <br />-ONSTRUCTION <br />C 940s'll <br />7 RQ FVMONS SIGN <br />NO DATE <br />ATIENT100 rhis oy not be used to w* or monufoctwing <br />IM <br />i.' 4 ulthait the text =lw for construction'. <br />80% 8734, S-02 75 GOTHDOAC <br />1. co —FRKF.N <br />GOTAVE <br />w <br />mox PIT 0-31 so ic 00 <br />ENEFRGY 'RM 2293 QUM 5 <br />—31 23 07 N <br />TWAX 46 <br />cr% SC01T No 14 BOILER <br />L SERVICE & BOILER BUILDING <br />v) CD SCO'TT WORLDWIDE <br />r 1 SECTION LINE PC <br />L�J on we mvm, Pa w w ram wam, am m4wvw m am% <br />OMAN P PROJECI WANAgM <br />C) PS INGEMAR KARLSSON WOO <br />c"" ' I <br />DATE PRUM WJWM DRAW KY <br />co <br />A =IG I RO," co P,40511 571300 18111719 1 P? <br />lf:Mn'%f All d30r.33t r-W041% a C!Njtvov <br />2600 FEDERAL AVE <br />NL NO�M�C�b U---- '-V--d <br />74' <br />7. 7! <br />:5 ;7 <br />LABEL <br />OESIGNATION <br />H/W <br />WEIGHT <br />lb <br />T.O.S. <br />TYR DET. <br />X. EN <br />BOLT <br />0 END <br />TYP, OET. <br />OTHER END <br />BOLT <br />OTHEREND <br />C118 <br />W21-101 <br />- <br />C218 <br />W21-101 <br />LSI <br />801'-4 1/4" <br />C418 <br />W18-76 <br />CS3 <br />801"-4 3/4' <br />C117 <br />W21-111 <br />- <br />C217 <br />W21-111 <br />CS1 <br />801"-4 1/4' <br />C417 <br />W18-76 <br />CS3 <br />801'-4 3/4" <br />C116 <br />W21,111 <br />- <br />C216 <br />W21-111 <br />CS4 <br />801'-4 1/4" <br />C416 <br />W18-76 <br />CS3 <br />801'-4 3/4" <br />C369 <br />W18-7S <br />- <br />W18-76 <br />CS3 <br />801"-4 3/4' <br />.C469 <br />BO 8 <br />W12-6S <br />'123'-0 1/8" <br />B-4-1-- <br />I <br />B-4-1-. <br />V0130 <br />ST 10"-10'-S/8^ <br />F <br />F <br />2401*--b�-""" <br />V0131 <br />ST 10'-10'-1/2' <br />1 2401'- Y4-," <br />M <br />1201"- <br />V0132 <br />ST 10"-10"-112" <br />—M <br />1 1201'- 4 �4E�_ <br />1;01'- -b 3,4* <br />voisi <br />ST 10"-10'*1/2' <br />801'- 51/7.11 <br />1201"-b 'A" <br />V0211 <br />ST 8'-8"-5/8" <br />E <br />T20l'- <br />M <br />V0212 <br />ST 8"-8"-S/B" <br />M <br />120 1"- 3 3/4 " <br />F <br />1201"- 3 "A" <br />v 213 <br />ST 8"-8"-S/8" <br />F <br />12 0 1' - -'.' 1/4' <br />F <br />24 01'- Z 1/4 <br />V 307 <br />ST 8'-8'-1/2" <br />1 - <br />E <br />80 '- <br />M <br />801"- 3 5/4 <br />VD308 <br />ST 8'-8*-1/2' <br />- <br />M <br />801^- Y3A ' <br />L <br />801'- :5 '1/4 A <br />V0409 <br />ST 8'*8'*1/2' <br />L <br />201'- '2'h* <br />M <br />201"- 2 Vz " <br />I V0410 <br />ST 8'-B'-1/2^ <br />- <br />M <br />201'- 21/t' <br />J <br />201' '2'/z <br />I V0411 <br />ST 10'-10'*1/2" <br />- <br />I-L <br />601'- 31A 11 <br />L <br />6010- 3 '/,, <br />I V0412 <br />ST 10*-10 *1/2" <br />1 L ----r60l-- <br />31/4 " <br />I L <br />601-- -31/4 <br />