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1 112" <br /> PIPE SUPPORT JOISTS <br /> AND SHIMS 3 f AFTER INITIAL <br /> —SEE 1/S4.3 1/4 3 FIELD ERECTION <br /> a <br /> TYP. CONN 1/4 <br /> PLATE TO 1 4 FIELD INSTALLED X—BRACES <br /> —L3 1/2x3 1/2x3/8 <br /> —SEE 1/S3.0 FOR LOCATIONS <br /> — O.H. <br /> A A <br /> • ee <br /> (1) 3/4"0 A325 THRU BOLT IN <br /> BEAM / <br /> MAIN STEEL BEAMS STD. 13/16"0 HOLE IN BOTH <br /> 3/8"x4"x 0'-6" •• —SEE 1/S3.0 ANGLE AND CONN. PLATE <br /> FITTED STIFFENER O'H' 2 1/2 3" 2 1/2" (1) 3/4"0 A325 THRU BOLT IN <br /> PLATES B B 8" OVERSIZED 15/16"0 HOLE IN <br /> EXISTING BAR JOISTS BOTH ANGLE AND CONN. PLATE <br /> TO REMAIN <br /> SECTION AT X—BRACE DASHED JOISTS INDICATE a BRACE END CONN. — TOP <br /> WITH ERECTION BOLTS POTENTIAL FIELD CONDITION <br /> S4.8 54.8 3" = 1'-0" <br /> 53.0 S4.8 NOTES: 1/2" = 1'-0" <br /> 1. BOLTED CONNECTIONS ARE PROVIDED FOR ERECTION USE ONLY 3 <br /> 2. FIELD WELDS FROM ANGLE TO PLATE ARE REQUIRED. FITTED CONN. PLATE 117 <br /> " 1/2" 2 1/2" <br /> 3. BEFORE WELDING, PRETENSION BOLTS TO AISC STANDARD VIA —3/8"x6"xO'-9" <br /> TENSION INDICATOR WASHERS OR SIMILAR METHOD. <br /> 4. DO NOT SHOP PRIME OR PAINT SURFACES OF ANGLES AND <br /> PLATES THAT WILL BE IN DIRECT CONTACT. FIELD PRIME/PAINT <br /> EXPOSED SURFACES AFTER FINAL POSITIONING AND FIELD <br /> WELDS ARE COMPLETE. AFTER INITIAL <br /> 5. DO NOT TRANSFER LOAD OF RCP ONTO NEW BEAMS UNTIL 1/4 3 FIELD ERECTION <br /> FIELD WELDS FROM TUBES TO BEAMS AND X—BRACES TO 1+1 <br /> BEAMS ARE COMPLETE. + + (+ <br /> 6. SEE 3/S4.3 FOR ADDITIONAL INFORMATION AND REQUIREMENTS. ry + + <br /> ALIGN SLOTS WITH <br /> ANGLE AXIS <br /> (2) 3/4"0 A325 THRU ALIGN SLOTS VERTICALLY IN <br /> BOLTS WITH HARDENED 3" CONN. PLATE, CENTERED ON <br /> WASHERS 9" ANGLE SLOTS <br /> e BRACE END CONN. — BOTTOM <br /> S4.11 S4.8 <br /> DWG.NO. REFERENCE DRAWINGS DESCRIPTION OF REVISION DATE SV VENTILATION I I ENGR: JLK 2-2B14 1 .8TAILINGS DELIVERY LINE <br /> 4 RECORD SET OF CONSTRUCTION COMPLETED IN 2015 09-03.15 JLK STRUCTURAL CHECKED BY: JCB 2Q8-14 <br /> ELECTRMAL A BY: -may $"�4m�"�PPROVED ERECTION BOLTS AT X-BRACES <br /> PIPING APPROVEDBy' <br /> 7,[,ARAUR&ASSOCIATES <br /> SCALE: ASNOTED OTHERAPPBY: J ^ 1'Gt1+:c: .vaiwf cRv PROJ.NO.13024 JsKr S4.8 REV. 4 <br />