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2 2 TlS <br /> S3.0 S3.2 S3.1 S4.4 53 0 <br /> 4'-0" MAX. SPACING 4'-0" MAX. SPACING IDEAL EXISTING PIPE <br /> 10 <br /> iD <br /> NEW HSS5x5x1/4 x EXISTING BAR JOISTS <br /> 8'-0" LONG PIPE <br /> SUPPORT, TYP. <br /> ' -SEE 2/S4.3 <br /> S3.0 S3.2 TYPICAL PLAN AT TWO SPAN CONDITION <br /> 52.0 S3.1 1/8" = 1'-0" <br /> 40'-0" 40'—O"t <br /> SIM. <br /> 4'-0" 1 3 EXISTING PIPE 3 <br /> S3.0 S4.4 S3.1 54.5 S3.1 S4.5 <br /> T...—..............................................i.. <br /> —— ——— ——————— —————— —— — — ——————— ——————— —— —— <br /> I I �I <br /> —————— ——————— ——————— -- — — ——————— ——————— —— —— <br /> _ ..._A�BEAM <br /> NEW STEEL BEAM ;; NEW STEELEXISTING BAR <br /> I { —W21 x44 ' —W21 x48 JOIST TO REMAIN <br /> ZX—BRACE, TYP. �fi c a � v� ✓? . <br /> —SEE 1/S4.8 <br /> SIM. <br /> 16. <br /> ` EW FOUNDATION EXISTING PEDESTAL S3.0 S4.4 EXISTING <br /> ".ttgaY,....'`<-1'`"'"' 'dr•""4" % FOOTING AND FOUNDATION <br /> STEMWALL <br /> 2 ELEVATION FROM ROAD (LOOKING EAST) <br /> S2.0 S3.1 NOTES: 1/8'. = 1'-0" <br /> 1. SEE GENERAL NOTES, SHEETS S0.1-S0.3, FOR ADDITIONAL <br /> INFORMATION AND REQUIREMENTS. <br /> 2. SEE ONE SPAN CONDITION ELEVATION FOR ADDITIONAL <br /> INFORMATION AND REQUIREMENTS. <br /> 3. TWO SPAN CONDITION OCCURS AT TOWERS 1, 2, 3, 4, 5, 6, <br /> 10, AND 12. <br /> DWG.NO. REFERENCE DRAWINGS DESCRIPTION OF REVISION DATE BY VENTILATION ENGR: JLK 2.2&14 Climax MGlybdenUrri HENDERSON MILL <br /> MECHANICAL DRAWN BY: JP 2.2&14 �aa..r..� TAILINGS DELIVERY LINE <br /> 4 RECORD SET OF CONSTRUCTION COMPLETED IN 2015 09-03-15 JLK STRUCTURAL CHECKED BY: JCB 2.7 A F.�y.....•MOMORan Company <br /> ELECTRICAL APPROVED BY: l "�"$ J �"� � � TYPICAL TWO SPAN <br /> PIPING I APPROVED BY: BAURbtAS50CIATL•S <br /> SCALE: AS NOTED I OTHER APP BY: n `i tr�r.Fr,iwet R.< PR.NO.13020 ISHT S3.1 REV. <br />