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HSS COLUMN CENTERED <br />ON BASE PLAT <br />ANCHOR BOLT <br />—SEE 1/S4.0 <br />S3.21 S4.1 <br />7" 1 1/9" <br />TYPICAL COLUMN BASE PLATE <br />1 1/2's = 1' -0" <br />q COLUMN <br />HSS COLUMN <br />—SEE 2/S3.2 <br />I I <br />I , I <br />BASE PLATE <br />—SEE 3/S4.1 <br />I I <br />I <br />3/4" THICK BASE — <br />PLATE ON 1 1/2"± <br />HIGH STRENGTH I I <br />NON— SHRINK GROUT I I AL <br />BRACE a <br />d <br />n G a <br />— DIAG. BRACE ANGLE <br />SEE 2/S3.2 <br />CONN. PLATE <br />— 3/8 "x6 <br />1/4 3 <br />1/4 3 TYP. <br />1/4 <br />WORK POINT <br />BOT. OF SUPPORT FRAME ASSEMBLY <br />S3.2 S4.1 NOTE: 1'" = 1'—U" <br />WORK POINT OF BOTTOM X —BRACE MUST INTERSECT THE COLUMN <br />CENTERLINE BELOW THE BOTTOM OF BASEPLATE. <br />DWG. NO. <br />REFERENCE DRAWINGS <br />DESCRIPTION OF REVISION <br />ISSUED FORBID WALK <br />DATE <br />2 -28 -14 <br />BY <br />JLK <br />APP BY <br />VENTILATION <br />MECHANICAL <br />ENGR: JLK <br />DRAWN BY: JP <br />2 -28 -14 <br />2 -28 -14 <br />HENDERSON OPERATIONS <br />• Climax Molybdenum <br />AFrBMCMOR Company <br />EMPIRE I PARSHALL, COLORADO <br />303- 569-3221 <br />HENDERSON MILL <br />TAILINGS DROP LINE <br />COLUMN BASE DETAILS <br />STRUCTURAL <br />CHECKED BY: JCB <br />2 -28 -14 <br />ELECTRICAL <br />APPROVED BY: <br />PIPING <br />APPROVED BY: <br />SCALE: AS NOTED <br />OTHER APP BY: <br />PROJ. NO. 13024 SHT S4.1 REV. <br />