Laserfiche WebLink
STIFFENER PLATE <br />-SEE 3/S4.3 <br />NEW MAIN BEAM <br />-SEE 1 /S3.0 <br />COLUMN CAP PLATE <br />-SEE 6/S4.2 <br />N.S. AND F.S. <br />BEAM TO CAP <br />PLATE AFTER FINAL 1 /4 <br />STEEL ALIGNMENT <br />WORK POINT FOR <br />DIAG. BRACES — <br />CONN. PLATE <br />- 3/8 "x6" <br />FRAME COLUMN <br />-SEE 1 /S3.2 - <br />� COLUMN <br />S3.21 S4.2 <br />EXISTING PIPE <br />SUPPORT TIMBERS <br />NEW X -BRACE ANGLE <br />-SEE 3/S4.3 <br />EXISTING BAR JOISTS <br />FRAME TOP BEAM <br />-SEE 2/S3.2 <br />FRAME TOP BEAM <br />1/4N 3 TYP. EA. END <br />1/4 3 OF ANGLES <br />DIAG. BRACE ANGLE <br />-SEE 2/S3.2 <br />TOP OF SUPPORT FRAME <br />1" = 1' -0" <br />PIPE SUPPORT JOIST <br />AT FRAME <br />-SEE 1 /S3.2 <br />MAIN BEAM <br />-SEE SHEET S3.0 g" <br />FIELD INSTALLED <br />X- BRACES AT FRAME <br />FRAME TOP <br />BEAM BEYOND <br />-SEE 2/S3.2 <br />S3.21 S4.2 <br />ii II \- COLUMN CAP PLATE <br />�L -1 "x7 1/2 "x1' -1" <br />STEEL COLUMN <br />-SEE 1 /S3.2 <br />1 7/8" SLOTS IN <br />BOTTOM FLANGE <br />OF MAIN BEAM <br />�vqt�;`��� <br />J <br />o <br />1 7/8" SLOTS DD <br />IN COLUMN <br />C AP PI ATF <br />2" <br />SECTION AT BEAM TO SUPPORT FRAME <br />1" = 1' -0" <br />DWG. NO. <br />REFERENCE DRAWINGS <br />DESCRIPTION OF REVISION <br />ISSUED FOR BID 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 />A Freeport- McMoRan Company <br />EMPIRE / PARSHALL, COLORADO <br />303 - 569-3221 <br />HENDERSON MILL <br />TAILINGS DROP LINE <br />TOP OF FRAME 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 S4.2 REV. <br />