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% <br />'." 21 <br />X2 -".1 <br />U% <br />paj -t <br />E <br />I A E. 'gxzjU' <br />fill <br />P7 <br />Pi GENERAL NOTES <br />21'-2- 22'-0' 22'-0" 14'-0' <br />SEE PROJECT SPECIFICATION. <br />SEE DWG 8111701 - 8111702 <br />6'-4' -4* <br />6' <br />LABEL <br />DESIGNATION <br />H/W - <br />WEIGHT <br />. lb <br />T,O,S, <br />TYP. DET. <br />END <br />BOLT <br />ENO <br />TYR DET. <br />OTHER END <br />BOLT <br />OTHER END <br />C119 <br />W21-111 <br />- <br />C219 <br />W21*111 <br />CS1 <br />801"-4 1/41 <br />- <br />C319 <br />W21- 101 <br />CS1 <br />801"-4 1/4' <br />- <br />C419 <br />W21*101 <br />I csi <br />801"-4 1/4' <br />- <br />C120 <br />W21--lll <br />- <br />C220 <br />C320 <br />W21-111 <br />W2'1- 101 <br />C�l <br />- <br />801'-4 1/4' <br />csi <br />801'-4 1/4' <br />C420 <br />W21�101 <br />CS1 <br />80 `4 1/ill <br />B026 <br />V0134 <br />W12-6S <br />8--8" *1/2' <br />123'-S" <br />SIM. B <br />201"-37� <br />601" "1 <br />SIM. B <br />- <br />20l'-3" <br />601"-'� 1/., <br />I VD13 <br />'-1/2" <br />601"- 'j" lhl' <br />601"-!'j 'Li' j <br />EXPLA ATI S <br />LABEL SEE DWG <br />C102 8111711 ERECTION MARK <br />C202 81117 11 <br />C402 81 1711 <br />C114 81 171S --ERECTION MARK <br />C214 81117 S I VERTICAL DIAGONALS (=VD) <br />C414 811171S TOWARDS GROUND LEVEL <br />1163 8111716 <br />263 8111716 <br />B124 8111730 <br />B126 8111730 <br />8128 8111730 REFERENCES <br />B130 8111730 <br />+197-0' <br />B224 8111731 <br />Li COLUMN SPLICE <br />Li Li 8111731 TYP. DIET. A-H: DWG 8111740 <br />-N: C" 8111741 <br />B228 1 8111731 TYP. DET. G <br />B230 8111731 -CS4- DWG 8111742 <br />TYP. DET. CS1 <br />B324 8 11732 TYP. DET, HF1, CBI )WG 8111742 <br />c <br />B428 B426 r%J B328 8111732 <br />B424 C) TYP. DET. FOR COLUi '18ASES AND <br />r4 B330 8111732 <br />Li <br />r-4 VERTICAL DIAGONALS �- 'D) AT GROUND <br />u B424 8111734 <br />426 8111734 <br />LEVEL SEE DWG 8111707 AND 8111709 <br />428 8 11734 <br />B484 8111733 <br />BS04 81`1173S <br />8111735 <br />B484 <br />+168'-l" <br />COLUMN SPLICE <br />04 m <br />8330 rn <br />81117201PD <br />--T <br />I <br />B328 <br />cl 19 <br />N 6070 <br />Li Li C219 <br />8324 4700 <br />C319 3910 <br />C419 27701 <br />COLUMN SPLICE <br />Li r`4 C220 4740 <br />r3'-10,w Cl 20 6040 <br />r`%; C) <br />!s 7— u COLUMN SPLICE <br />C320 3870 <br />B226 "K 7' <br />C420 2580 <br />B230 VD134 I slo <br />1 <br />B228 VD135 <br />8224 <br />Li <br />u NOTE! IS NOT EQUAL <br />W)q(;gr IN THIS LIST <br />PECIFICATION. <br />To WEIGHT IN 917EELS <br />WEIGHT IN THIS LIST IS ROUNDED OFF <br />AND SHOULD ONLY BE USED AS GUID- <br />+134#-0& - +134"-9' A14CE FOR UMNG ELEMEM <br />rn <br />COLUMN SPLICE COLUMN SPLICE <br />CN Li <br />70 <br />rn B130 B128 B126 B124 <br />Li Li <br />V26 <br />112'-9" - - <br />TRANSFORMER ROOM <br />B E BASEPLATE <br />112'-7' <br />TOP OF CONCRETE-4p *10;0 <br />FOUNDATION <br />GROUND LEVEL <br />GROUND LEVEL <br />LINE PO <br />94 <br />SECTION LOOKING WEST BOLTS <br />1:100 <br />CERTIFIED FOR <br />940S11 <br />A CONSTRUCTION <br />RNSONS <br />EV 0 <br />fR tN SM DATE <br />A=TIOW This "q may nDt be uvW to order or mwQWuring <br />t this text Commw for constractim'. <br />c BOX 8734. S <br />GO IIIAVERKEN <br />Mal <br />ENERGY PWK INT 46-31 so 10 00 <br />7M 2253 GOTAENY 5 <br />MIFAX 46-31 23 07 N <br />SCO17 No 14 BOILER <br />NAL <br />C) SERVICE & BOILER BUILDING <br />SCOTT WORLDWIDE <br />SECTION LINE PO <br />Lo (s) 20"lime"wd-Alm mrmTL NA "mLamo wqw.FU WWI% <br />mulm By KMOD By CHE0CyV8X foloxcl MANAM <br />CD ps BJ INGEMAR KARLSSON 13100 <br />CN r--4 ATE p""c7 wilm ORA MUMMA <br />A Pas oo CD71300 18111720 <br />;c- t; 3 Dr 3-1 elKi Z k!;g WK A Ad 7 <br />.77S.CO ArN Cg:3nu3jd <br />—Vu <br />1116 <br />xv <br />2600 FEDERAL AVE <br />7 ;57�' <br />77174-771,� 77,77� <br />V.- 7 <br />5 "M <br />"T <br />I - mm mill, <br />71 �l WuO:'�T- <br />