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SUPPORT FRAME <br /> —SEE 2/S3.2 <br /> COLUMN BASE PLATE SUPPORT FRAME <br /> loll —SEE 3/S4.1 —SEE 2/53.2 <br /> M J <br /> (4) 3/4"0 F1554 GR. 36 <br /> ANCHOR BOLTS, EA. COLUMN <br /> —12" EMBED., 2" HOOK, MIN. <br /> a. 5" PROJECTION ELEVATION VARIES <br /> - X. —SEE SHEETS <br /> BARS HOOK ON TOP S2.1 TO S2.12 \ i. <br /> jA\ <br /> /4 J <br /> 77 <br /> \/// Y n // TIAL REINF 7 \j <br /> NCHOR <br /> ,i`/ OOKS AT TOP WTH STANDARD HOOKS \ <br /> B.O. FOOTING <br /> IES 1 1/2" CLEAR TYP BOTTOM <br /> ivivi /viv / C. <br /> FOR <br /> VVAT �� , <br /> 77 <br /> //A AA/� AND <br /> VAA VAA . \VAS VA�A�VA�AA� <br /> \\ \//\/ /��//\/\\/\\/\\/\\//\\/�\///\/\\/\\/\\/ /\ O.C. <br /> �/ ,%\/� . ✓/� \ i //\//\//\/ //, f' / o !c E.W. e 3.-0" <br /> \� s o \-\ \ \ \\ \, <br /> n FOUNDATION SECTION - AXIAL n FOUNDATION SECTION - SIDE <br /> S3.2 54.0 1/2" = 1'—O" 53.2 54.0 1/2" = 1'-0" <br /> DWG.NO. REFERENCE DRAWINGS DESCRIPTION OFREVISION DATE BY VENTILATION I I ENGR: JLK 2.28.14 1,', V A-22 xMalybdenwrl HENDERSON MILL <br /> MECHANICAL DRAWN BY: JP 2-28-14 �e.....� TAILINGS DELIVERY LINE <br /> 4 RECORD SET OF CONSTRUCTION COMPLETED IN 2015 09-03-15 JLK STRUCTURAL CHECKED BY: JCB 2-28.14 A Freepo..MEMoft.COmpsny <br /> ELECTRICAL APPROVED BY: E"fl"e�vu�s"LLtmian�wo °"'2i FOUNDATI <br /> G ON DETAILS <br /> PIPIN APPROVED BY: RAUR 6&ASSOCIATES <br /> SCALE: AS NOTED OTHER APP BY: t1Aei 1.Tl�f.ENail:'4l R� pROJ.NO.13024 SH7 54.0 REV. d <br />