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V-0" <br />e1 • <br />o <br />-H N _ 4 d <br />0 W N Q <br />Of <br />� <br />> \ <br />- -- <br />- - - - - -------------------- 3-' ---0" ------------------ <br />� <br />NEW PIPE SUPPORT TUBE, SEE ELEVATION ON S3.0 <br />— CONCRETE PIPE <br />WOOD WEDGES SIM. <br />TO EXISTING, TYP. <br />EACH SIDE OF PIPE <br />_36"± WIDE SHIM <br />- INSTALL TO FIT <br />TIGHT TO BOTTOM <br />OF PIPE <br />CONCRETE PIPE SHIM TO SUPPORT TUBE <br />S3, 0 S4.3 NOTES: <br />1. SHIM MATERIAL IS TO BE 5" WIDE, NON- CORROSIVE TO STEEL SUCH AS <br />TREX "ACCENTS" MANUFACTURED DECKING OR WESTERN CEDAR #2 GRADE. <br />CONTRACTOR IS TO SUBMIT PRODUCT DATA TO OWNER FOR REVIEW BEFORE <br />CONSTRUCTION. <br />2. CENTER 36" LONG SHIM ON PIPE, AND FASTEN TO PIPE SUPPORT TUBE WITH <br />POWDER ACTUATED NAILS SUCH AS HILTI 0.157 "0 X -DNI. <br />3. WEDGES ARE TO BE WOOD, CUT FROM UNTREATED NATURALLY WEATHER <br />DURABLE WOOD SPECIES, SUCH AS WESTERN CEDAR HEARTWOOD, 6x6 OR <br />LARGER NOMINAL BASE MATERIAL BEFORE CUTTING <br />4. 16d TOENAIL SIDES OF WEDGES TO SHIM MATERIAL AFTER FINAL POSITIONING. <br />5. RCP SHIMS AND WEDGES TYPICAL AT EACH PIPE SUPPORT TUBE STEEL JOIST. <br />1 1/2" = 1' -0" <br />Ix <br />TYPICAL TUBE TO 2,2 1/4- II 1 ° PROJ. MIN. <br />TOP FLANGE 2,2 1 /4 <br />PIPE SUPPORT BEAM ----- - " - - -- <br />-SEE ELEVATIONS ON <br />SHEET S3.0 <br />II <br />MAIN SUPPORT BEAM <br />-SEE ELEVATIONS ON II <br />SHEET S3.0 <br />PIPE SUPPORT TO MAIN BEAM <br />S3.0 S4.3 NOTES: I'" = 1 - -U-- <br />1. FIELD PRIME AND PAINT WELD AFFECTED ZONES. <br />TYP. CONN <br />PLATE TO 1/4 <br />BEAM <br />STIFFENER PLATE <br />- 3/8 "x4"x0' -8" LONG <br />CONN. PLATE <br />- 3/8 "x4 "x0' -8" LONG <br />TYP. EA. <br />END OF <br />ANGLES <br />1/4N 3 <br />1/41 3 <br />PIPE SUPPORT JOISTS <br />AND SHIMS <br />-SEE 1 /S4.3 <br />FIELD INSTALLED X- BRACES <br />-L3 1/2x3 1/2x3/8 <br />-SEE 1 /S3.0 FOR <br />LOCATIONS <br />EXISTING BAR JOISTS <br />TO REMAIN <br />MAIN STEEL BEAMS <br />-SEE 1 /S3.0 <br />DASHED JOISTS INDICATE <br />POTENTIAL FIELD CONDITION <br />3 SECTION <br />S3.0 S4.3 <br />AT X -BRACE <br />1/2" = 1' -0" <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 />k�r • Climax Molybdenum <br />A Freeport-McMoRan Company <br />EMPIRE /PARSHALL, COLORADO <br />303-569-3221 <br />HENDERSON MILL <br />TAILINGS DROP LINE <br />PIPE SUPPORT DETAILS <br />STRUCTURAL <br />CHECKED BY: JCB <br />72874 <br />ELECTRICAL <br />APPROVED BY: <br />PIPING <br />APPROVED BY: <br />SCALE: AS NOTED <br />OTHER APP BY: <br />PROJ. NO. 13024 SHT S4.3 REV. <br />