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C <br />L <br />r�A 4, 6 <br />'74 <br />Lx�iz-*Wt %,l <br />:A <br />GENERAL NOTES <br />P7 <br />21'-2" 22'-0' 22'-0' 14'-0- <br />TION. <br />-0. P4 SEE PROJECT SPECIFIC <br />'111.701 E.".702 <br />SEE DWG 8 <br />EXPLANATIONS <br />ERECTiON MARK <br />BS08 LABEL DESIGNATION WEIGHT TYP. DET. BOLT TYP. OET. BOLT LABEL 8111'21 1PE' ERECTION MARK <br />BS10 H/W ib 11 1. , , <br />X ENO -9� END OTHER END OTHER END <br />L <br />EL i WEIGHT VERTICAL DIAGONALS (=:VD) <br />C121 W21-101 - <br />B510 - C103A 1 8111711 C121 440 <br />C221 W21- 101 csl 801"-4 1/4" C221 5740 TO'NARDS GROUND LE /---L <br />C103B 8111711 <br />C421 <br />C421 W21-101 csl 801"-4 1/4" 8111711 <br />-- C203 3020 <br />C124 I W21-101 C124 5470 <br />C224 W21-101 2040 <br />CS1 C403 8111711 <br />601"-4 1/4' - REFERENCES <br />C113 8111715 <br />El 30 3490 <br />C130 2-Wl2-S3 <br />C213 17 S <br />81117 C131 2840 <br />C131 2-Wl2-S3 C413 811171S VD1 36 —1 1880 <br />V0136 ST 10'*10"-1/2* 801"- E 1 801,-', C164 8111716 VLl' T7 1-1480 TYP. DET. A-H: DWG 8111740 <br />V0137 ST 8" 401*-3 1/4" 7 401"-3 1/4 C264 8111716 TYP. DET. G-N: DWG 8111741 <br />+197'-Om VD139 <br />m V0138 I ST 8"-8"-1/2' 401'-3 1/4" -3 1/4' TYP. DET. CSI-CS4: DWG 8111742 <br />+19S'-6 V2 C> 401" B2 8111730 1890 <br />17 COLUMN SPLICE VD139 ST 10'-10"*112 801"- Ir, � I " VD214 I --L8-0 <br />COLUMN SPLICE I E 8011-,a B132 TYP. DET. HF1, CB1: DWG 8111742 <br />Lj E 8111730 VD21 5 1 8901 <br />Lj VD214 TT 7--7--3/8- E 401"- E 401" B134 8111730 TYP. DET. FOR COLUMNSASES AND <br />I�T 7'*7"*3/8' <br />V021r- <br />Lj E 401% 2 31,,* j 4MA' 8136 <br />8111730 NOTE! VERTICAL DIAGONALS (=VD) AT GROUND <br />B138 8111730 <br />f rn WEIGHT IN THIS LIST IS NOT EQUAL LEVEl- SEE DWG 8111707 AND 8111709 <br />B432 8232 TO WEIGHT IN STEELSPECIFICATION. <br />c%q 8111731 <br />(N <br />u B236 8111731 WEIGHT IN THIS LIST IS ROUNDED OFF <br />Lj <br />M <br />AND SHOULD ONLY BE USED AS GUID- <br />B238 8111731 <br />Lj ANCE FOR LIFTING ELEMENTS. <br />B332 8111732 <br />338 1 8 11732 <br />B438 432 1 8111734 <br />482 1 8111733 <br />B438 <br />8111733 <br />BS08 8111735 <br />-Bslo 811173S <br />B482 <br />B338 <br />B332 <br />+156'-6" <br />"k -6m <br />COLUMN SPLICE COLUMN SPLICE <br />CO N SPLICE rn <br />%D +153'-10' <br />CN <br />Lj M COLUMN SPLICE <br />Li <br />ry <br />Lj <br />B236 <br />r-4 <br />B238 B232 <br />cm <br />Lj <br />Lj <br />00 <br />9 <br />2,� �2 - 1"' <br />— -- Lj <br />B176 <br />rn <br />Lj <br />L — — — — — — — — — — — — — — — — — — — — — <br />B136 <br />B134 B132 <br />B138- - --- - - - - - - - - - - - - --- - - <br />B2 <br />I <br />2 Lj <br />Lj <br />A A� <br />z <br />cp <br />B.E. BASEPL <br />ATE <br />.1l17-7* <br />eTOP OF CONCRETE <br />FOUNDATION <br />-7" <br />GROUND LEVEL GROUNDLEVEL. <br />V?j <br />14'-9* <br />41;,f <br />GHT 05T <br />WEI <br />31�-O 5/8" <br />ql, LINE PE <br />V� <br />SECTION LOOKING WEST <br />CERITIED FOR <br />1:100 A <br />CONSTRUC-1-10W 940S11 <br />IF" I NO SM DATE <br />ATTE)ITIM rMs drawing may riot be used to order or manufact"g <br />�;j ofthoul t4irt 'Carlified for constriction'. <br />BOX 87M. S-Q2 75 GOD0110C <br />0 c3bTAvr=Fqicr=N <br />SWIM <br />5 <br />PKK Off 46-31 50 io 00 <br />r=NEF:qGY <br />TELEX 2293 GOTAENY 5 <br />-31 2307 90 <br />TELEF" 0 <br />16M <br />No 14 BOILER <br />r-4 <br />C> SCOTT <br />SERVICE BOILER IiIIII-DING <br />L/) CS) SCOTT WORLDWIDE <br />r Eywa. 714 SECTION LINE PE <br />L3 CD 3W 94111011111. m IM41110 01104W1.0.11 (ft MR-M <br />WAVM IY KgAD88f CH[00�qv <br />0N (Y) I'MICT MANIrm <br />P, s INGEMAR KARLSSON <br />CN DATE <br />PROW Numm <br />Xlffl <br />m 00 ,940511 <br />AP L� 15571300 7111721 <br />lrj :-Nft <br />L AVE <br />3?7.1, 7� 1 7 Mv -77' 7 r-2-1t, . . I <br />.2600 FEDERA <br />A- N7� 7 <br />7 <br />-m All <br />8 11 1721 IPE <br />L C ;H T <br />W E <br />i W <br />C 1 2 1 5440 <br />5 0 <br />2 2 Q17 4 <br />D4,30 <br />CO N RC�wj <br />1�' -7� <br />t*4 KIO" m <br />tA <br />'A <br />