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39'-2 1/2" 40'-4 1/2" <br /> 2•-4• 3•-r 3•-3• 3'-3- r-r r-r r-r 3'-r r-r 4•�• 4'-3• r-r Y-r 3'-31 3'-r 31-r r-3• 2'-6' 4•-0• r-r r-3• r-r <br /> .t <br /> BEAM-TO-BEAM <br /> Ld <br /> ro X-BRACE <br /> I - W21 x48 <br /> o) W21 x44 <br /> ——— i APPROXIMATE Q <br /> 4.c FINAL GRADE Nw <br /> llj <br /> all EXISTING BAR <br /> `xw ,,.,r,l:,r ; w JOIST ABANDONED c� <br /> o _j Z I w <br /> w <br /> L_ IN PLACE <br /> S2.11 S4.13 D- <br /> o J <br /> o � <br /> w <br /> o_ <br /> 5-6" 34'-6 3/8" 39'-11 3/8" <br /> 12 ELEVATED PIPE SUPPORTS, TOWER #12 <br /> 52.0 S2.12 NOTES: ,/8•• _ —O.• <br /> 1. PEDESTAL LOCATION DIMENSIONS LISTED WERE PROVIDED <br /> TO BAUR BY PRECISION INDUSTRIAL CONTRACTORS. <br /> 2. BEAM LENGTH, LOCATIONS OF PIPE SUPPORT TUBES AND <br /> BEAM—TO—BEAM X—BRACES ARE BASED ON THE STEEL <br /> FABRICATION SHOP DRAWINGS PREPARED BY CRITICAL <br /> PATH METALWORKS, DATED 08/25/14, IDENTIFIED AS <br /> SUBMITTAL 5. <br /> DWG.NO. REFERENCE DRAWINGS DESCRIPTION OF REVISION DATE BY VENTILATION I I ENGR: JLK 2-28-14 1 Pn oftffZ axMolybdenum HENDERSON MILL <br /> MECHANICAL DRAWN BY: JP 2-28-14 TAILINGS DELIVERY LINE <br /> 4 RECORD SET OF CONSTRUCTION COMPLETED IN 2015 0903.15 JLK STRUCTURAL CHECKEPPROV BY: <br /> D BV: JCB 2-28-14 A fn/pOlf-�IC►ADRM CONIfMy <br /> ELECTRICAL <br /> ELEVATION AT TOWER#12 <br /> AED <br /> PIPING APPROVED BY: BAUK 6L ASSOCIATES <br /> SCALE: AS NOTED OTHER APP BY: C -R—T......11.'F e R s PROJ.NO.13024 ISHT S2.12 REV. 4 <br />