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COLUMN <br /> HSS COLUMN <br /> —SEE 1/S3.2 I I <br /> I i <br /> 1'-0" BASE PLATE DIAG. BRACE ANGLE� � SEE 2/S3.2 <br /> REBAR TIES AND VERTICALS 1 1/2" 9" 1 1/2" —SEE 3/S4.1 <br /> RE: 1/S4.0, NOT SHOWN _ CONN. PLATE <br /> 04 —3/8"x6"xO'-8" <br /> HSS COLUMN CENTERED N 3/4" THICK BASE I <br /> ON BASE PLATE \ PLATE TR 1 1/2"f <br /> HIGH STRENGTH <br /> CONN. PLATE AT DIAG. NON—SHRINK GROUT I 1/4 3 ' <br /> BRACE, SEE 4/S4.1 <br /> O <br /> ANCHOR BOLTS BRACE o 1/4 <br /> —SEE 1/S4.0 `o O O ° ° <br /> WORK POINT <br /> O Q c <br /> FOUNDATION WALL ° n d .4 <br /> n <br /> BELOW, SEE 1/S4.0 a \ a <br /> a <br /> 1/4 <br /> n TYPICAL COLUMN BASE PLATE BOT. OF SUPPORT FRAME ASSEMBLY <br /> S3.2 S4.1 1 1/2" = 1'-0" S3.2 S4.1 1" = 1'-0" <br /> DWG.NO. REFERENCE DRAWINGS DESCRIPTION OF REVISION DATE BY VENTILATION I I ENGR: JLK 2.2&14 1 P_"Md%jVf f8X A-1. a!@num HENDERSON MILL <br /> MECHANICAL DRAWN BY: JP 2.28-14 TAILINGS DELIVERY LINE <br /> 4 RECORD SET OF CONSTRUCTION COMPLETED IN 2015 09-03-15 JLK STRUCTURAL CHECKED BY: JOB 2-2&14 A FroipOrFMclZZ.Compaq <br /> ELECTRICAL APPROVED BY: sunxeiwns,ui,.caovwo >case9 COLUMN BASE DETAILS <br /> PIPING APPROVED BY' BAUR i1 ASSC)C:IATES <br /> SCALE: AS NOTED OTHER APP BY: :n I1 I.T I1r.er, .LR. lROJ.N0.1. ISHT S4.1 REV. 4 <br />