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HomeMy WebLinkAboutS341 - CONCRETE COLUMN DETAILS.TYPICAL TIE SPACING SEE CONCRETE COLUMN DETAILS OR SCHEDULE3"3"3"3"PROVIDE 4 TIES AT 3" O.C. BELOW BEAM CONCRETE BEAM SEE CONCRETE COLUMN DETAILS FOR REINFORCING TIES (TYP) 1 1/2" CLR TO NOTES: 1. PROVIDE TIES AT 6" O.C. THRU CONCRETE BEAM DEPTH. SPLIT TIES MAY BE USED IF A MINIMUM LAP OF 20" IS PROVIDED. PROVIDE INTERMEDIATE CROSS TIES WITH SPLIT TIES, WHERE INDICATED IN THE COLUMN DETAIL TIE ARRANGEMENT. 2. PROVIDE INTERMEDIATE CROSS TIES WITH SPLIT TIES (WITHIN CONCRETE BEAM DEPTH AND AT TOP OF VERTICAL BAR NECK) WHERE INDICATED IN THE COLUMN DETAIL TIE ARRANGEMENT.6 1/2"6 1/2"SPA2 EQSEE NOTE 1 & 2 CONSTRUCTION JOINT3"3".TYPICAL TIE SPACING SEE CONCRETE COLUMN DETAILS OR SCHEDULE "NECK" VERTICAL BARS MAXIMUM 6 1 PROVIDE 3 PAIRS OF TIES 3" O.C. AT TOP OF "NECK" TOP OF "NECK" MATCH TIE ARRANGEMENT FOR EACH COLUMN DETAIL .BEAM DEPTHTENSION LAP SPLICECLASS B1/2 TYPICAL TIE SPACING (MAXIMUM) NOTE: DETAIL APPLIES WHEN NUMBER OF BARS IS <=8 AND WHEN BAR SIZE IS <= #11 TYPICAL TIE SPACING SEE CONCRETE COLUMN DETAILS OR SCHEDULE 3"3"3"3"PROVIDE 4 TIES AT 3" O.C. BELOW BEAM CONCRETE BEAM SEE CONCRETE COLUMN DETAILS FOR REINFORCING TIES (TYP) 1 1/2" CLR TO NOTES: 1. PROVIDE TIES AT 6" O.C. THRU CONCRETE BEAM DEPTH. SPLIT TIES MAY BE USED IF A MINIMUM LAP OF 20" IS PROVIDED. PROVIDE INTERMEDIATE CROSS TIES WITH SPLIT TIES, WHERE INDICATED IN THE COLUMN DETAIL TIE ARRANGEMENT. 2. A = 2'-0" FOR 1/2 OF VERTICAL BARS. A = 4'-0" FOR 1/2 OF VERTICAL BARS. 3. SEE DIVISION 3 OF THE SPECIFICATIONS FOR MECHANICAL TENSION BUTT SPLICE STANDARDS.6 1/2"6 1/2"SPA2 EQSEE NOTE 1 CONSTRUCTION JOINT MECHANICAL TENSION BUTT SPLICE SEE CONCRETE COLUMN DETAILS OR SCHEDULE AND DIVISION 3 OR SPECIFICATIONS FOR REQUIREMENTS BEAM DEPTHSEE NOTE 2A..1/2 TYPICAL TIE SPACING (MAXIMUM) NOTE: DETAIL APPLIES WHEN NUMBER OF BARS IS >8 OR WHEN BAR SIZE IS > #11 6 1/2".TYPICAL TIE SPACING SEE CONCRETE COLUMN DETAILS OR SCHEDULE8" CLRBEAM DEPTH3"3"3"3"PROVIDE 4 TIES AT 3" O.C. BELOW BEAM CONCRETE BEAM SEE CONCRETE COLUMN DETAILS FOR REINFORCING TIES (TYP) 1 1/2" CLR TO NOTES: 1. PROVIDE TIES AT 6" O.C. THRU CONCRETE BEAM DEPTH. SPLIT TIES MAY BE USED IF A MINIMUM LAP OF 20" IS PROVIDED. PROVIDE INTERMEDIATE CROSS TIES WITH SPLIT TIES, WHERE INDICATED IN THE COLUMN DETAIL TIE ARRANGEMENT. 2. TO FACILITATE INSTALLATION OF REINFORCING STEEL. INDICATE THE PLAN ORIENTATION OF COLUMN VERTICAL BARS HOOKS ON THE REINFORCING STEEL SHOP DRAWINGS. SEE NOTE 1 .TYPICAL TIE SPACING SEE CONCRETE COLUMN DETAILS OR SCHEDULEDEPTHBEAM OR SLAB3"3"3"3"PROVIDE 4 TIES AT 3" O.C. BELOW BEAM OR SLAB CONCRETE BEAM OR SLAB SEE CONCRETE COLUMN DETAILS FOR REINFORCINGTIES (TYP) 1 1/2" CLR TO NOTES: 1. PROVIDE TIES AT 6" O.C. THRU CONCRETE BEAM DEPTH. PROVIDE TIES AT 4" O.C. AT SLABS OR TWO TIES MINIMUM. SPLIT TIES MAY BE USED IF A MINIMUM LAP OF 20" IS PROVIDED. PROVIDE INTERMEDIATE CROSS TIES WITH SPLIT TIES, WHERE INDICATED IN THE COLUMN DETAIL TIE ARRANGEMENT. 2. TO FACILITATE INSTALLATION OF REINFORCING STEEL. INDICATE THE PLAN ORIENTATION OF COLUMN VERTICAL BARS HOOKS ON THE REINFORCING STEEL SHOP DRAWINGS. SEE NOTE 1 CONSTRUCTION JOINT .TYPICAL TIE SPACING SEE CONCRETE COLUMN DETAILS OR SCHEDULEDEPTHBEAM OR SLAB3"3"3"3"PROVIDE 4 TIES AT3" O.C. BELOW BEAM OR SLAB CONCRETE BEAM OR SLABS SEE CONCRETE COLUMN DETAILS FOR REINFORCING TIES (TYP) 1 1/2" CLR TO 1. PROVIDE TIES AT 6" O.C. THRU CONCRETE BEAM DEPTH OR AT 4" O.C. OR 2 TIES MINIMUM THOU SLAB DEPTH. SPLIT TIES MAY BE USED IF A MINIMUM LAP OF 20" IS PROVIDED. PROVIDE INTERMEDIATE CROSS TIES WITH SPLIT TIES, WHERE INDICATED IN THE COLUMN DETAIL TIE ARRANGEMENT. 2. NO REINFORCING TERMINATORS REQUIRED FOR COLUMNS OF (12) OR MORE #9 BARS 2" CLRSEE NOTE 1 CONSTRUCTION JOINT REINFORCING TERMINATORS .TYPICAL TIE SPACING SEE CONCRETE COLUMN DETAILS OR SCHEDULEDEPTHBEAM OR SLAB3"3"3"3"PROVIDE 4 TIES AT 3" O.C. BELOW BEAM OR SLAB CONCRETE BEAM OR SLAB SEE CONCRETE COLUMN DETAILS FOR REINFORCINGTIES (TYP) 1 1/2" CLR TO NOTES: 1. PROVIDE TIES AT 6" O.C. THRU CONCRETE BEAM DEPTH. PROVIDE TIES AT 4" O.C. AT SLABS OR TWO TIES MINIMUM. SPLIT TIES MAY BE USED IF A MINIMUM LAP OF 20" IS PROVIDED. PROVIDE INTERMEDIATE CROSS TIES WITH SPLIT TIES, WHERE INDICATED IN THE COLUMN DETAIL TIE ARRANGEMENT. 2. TO FACILITATE INSTALLATION OF REINFORCING STEEL. INDICATE THE PLAN ORIENTATION OF COLUMN VERTICAL BARS HOOKS ON THE REINFORCING STEEL SHOP DRAWINGS. SEE NOTE 1 CONSTRUCTION JOINT4"8" TIE SPACING1 1/2" CLR TO TIES, TYP 1/2" WASHCOORDINATE EMBEDDED CONDUIT REQUIREMENTS WITH ELECTRICAL CONTRACTOR SEE FRAMING PLAN FOR TOP OF COLUMN ELEVATION SEE NOTE 3 SEE NOTE 4 SEE NOTE 3 SEE NOTE 2 SEE NOTE 2 SEE NOTE 1 CONSTRUCTION JOINT CONSTRUCTION JOINT TYPICAL 1 1/2" CLR TO TIES = 1'-6"6 @ 3"3'-0"SEE NOTE 5 = 1'-6"6 @ 3"VARIESSEE NOTE 5 3'-0"NOTES: 1. POST-TENSIONING STRESSING ENDS OR DEAD ENDS, COORDINATE LOCATION OF STRESSING ENDS WITH COLUMN VERTICAL REINFORCEMENT. SET DEAD ENDS INSIDE COLUMN VERTICAL REINFORCEMENT. 2. PROVIDE TIES BETWEEN CONSTRUCTION JOINTS AT 3" O.C. USE SPLIT TIES, WITH A MINIMUM LAP OF 20". 3. TYPICAL TIE SHAPE, AS INDICATED IN COLUMN DETAILS. 4. PROVIDE TIES AT 3" O.C., WITH TYPICAL TIE SHAPE AS INDICATED IN COLUMN DETAILS. 5. SEE CONCRETE COLUMN SCHEDULE FOR TYPICAL TIE SPACING. TYPICAL TIE SPACING SEE CONCRETE COLUMN DETAILS OR SCHEDULE3"3"3"3"PROVIDE 4 TIES AT 3" BELOW SLAB CONCRETE SLAB SEE CONCRETE COLUMN DETAILS FOR REINFORCING TIES (TYP) 1 1/2" CLR TO NOTES: 1. PROVIDE TIES AT 4" THRU CONCRETE SLAB DEPTH OR 2 TIES MINIMUM. SPLIT TIES MAY BE USED IF A MINIMUM LAP OF 20" IS PROVIDED. PROVIDE INTERMEDIATE CROSS TIES WITH SPLIT TIES, WHERE INDICATED IN THE COLUMN DETAIL TIE ARRANGEMENT. 2. PROVIDE INTERMEDIATE CROSS TIES WITH SPLIT TIES (WITHIN CONCRETE SLAB DEPTH AND AT TOP OF VERTICAL BAR NECK) WHERE INDICATED IN THE COLUMN DETAIL TIE ARRANGEMENT. CONSTRUCTION JOINT3"3"TYPICAL TIE SPACING SEE CONCRETE COLUMN DETAILS OR SCHEDULE "NECK" VERTICAL BARS MAXIMUM 6 1 PROVIDE 3 PAIRS OF TIES 3" O.C. AT TOP OF "NECK" TOP OF "NECK" MATCH TIE ARRANGEMENT FOR EACH COLUMN DETAIL SLABDEPTHTENSION LAP SPLICECLASS B1/2 TYPICAL TIE SPACING (MAXIMUM) NOTE: DETAIL APPLIES WHEN NUMBER OF BARS IS <=8 AND WHEN BAR SIZE IS <= #11 3"NOTE 1SEETYPICAL TIE SPACING SEE CONCRETE COLUMN DETAILS OR SCHEDULE 3"3"3"3"PROVIDE 4 TIES AT 3" BELOW SLAB CONCRETE SLAB SEE CONCRETE COLUMN DETAILS FOR REINFORCING TIES (TYP) 1 1/2" CLR TO NOTES: 1. PROVIDE TIES AT 4" THRU CONCRETE SLAB DEPTH OR 2 TIES MINIMUM. SPLIT TIES MAY BE USED IF A MINIMUM LAP OF 20" IS PROVIDED. PROVIDE INTERMEDIATE CROSS TIES WITH SPLIT TIES, WHERE INDICATED IN THE COLUMN DETAIL TIE ARRANGEMENT. 2. A = 2'-0" FOR 1/2 OF VERTICAL BARS. A = 4'-0" FOR 1/2 OF VERTICAL BARS. 3. SEE DIVISION 3 OF THE SPECIFICATIONS FOR MECHANICAL TENSION BUTT SPLICE STANDARDS.NOTE 1SEE3"SEE NOTE 1 CONSTRUCTION JOINT MECHANICAL TENSION BUTT SPLICE SEE CONCRETE COLUMN DETAILS OR SCHEDULE AND DIVISION 3 OR SPECIFICATIONS FOR REQUIREMENTS SLABDEPTHSEE NOTE 2A1/2 TYPICAL TIE SPACING (MAXIMUM) NOTE: DETAIL APPLIES WHEN NUMBER OF BARS IS >8 OR WHEN BAR SIZE IS > #11 2" GROUT2"3"3"3"HSS COLUMN ABOVE ANCHOR ROD AND BASE PLATE PER PLAN (4) -#4 TIES AT TOPS OF COLUMNS WITH STEEL COLUMNS ABOVE TYPICAL COLUMN REINFORCMENT -SEE S340 VEHICLE BARRIER CABLE PER PLAN THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLE PROPERTY OF THE ARCHITECT AND PEDCOR DESIGN GROUP, LLC. ALL INFORMATION CONTAINED HEREIN IS CONFIDENTIAL. ITS SUBMISSION AND DISTRIBUTION TO OTHER PARTIES IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF COMMON LAW COPYRIGHT, INTELLECTUAL PROPERTY RIGHTS OR OTHER RESERVED RIGHTS. ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND PUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP, LLC. NO PART OR WHOLE OF THIS DESIGN, THESE DRAWINGS, OR THE RESULTING BUILDING OR BUILDINGS, OR PORTIONS OF THE RESULTING BUILDING OR BUILDINGS MAY BE DUPLICATED, COPIED, EXHIBITED, PHOTOGRAPHED, PUBLISHED, MODIFIED OR OTHERWISE DISTRIBUTED IN ANY WAY WITHOUT THE SPECIFIC AND PRIOR WRITTEN CONSENT OF THE ARCHITECT, JAMES R. STUTZMAN AND PEDCOR DESIGN GROUP, LLC. © COPYRIGHT 2022 JAMES R. STUTZMAN, AIA, Carmel, Indiana. Carmel, Indiana 46032 317.705.7980 (fax) 355 City Center Drive 317.705.7979 (phone) Architecture / Project Management: PEDCOR DESIGN GROUP LLC Project: Sheet Number: Project Number Set Issue Date Sheet Title: Sheet Issue Date Drawn By Checked By Last Revision Date: COPYRIGHT & OWNERSHIP OF DOCUMENTS Developer: Architect: By:2/3/2023 2:19:52 PMS341 CONCRETE COLUMN DETAILSTHE CONCOURSE22020 550 Monon BlvdCarmel, IN 4603202/03/2023 Author JDWNOT FORCONSTRUCTIONSCALE: 1/2" = 1'-0"1 COLUMN REINF LAP SPLICE AT SUPPORTED BEAM SCALE: 1/2" = 1'-0"2 TYP COLUMN REINF BUTT SPLICE DETAIL AT SUPPORTED BEAM SCALE: 1/2" = 1'-0"3 TYP TOP OF COLUMN AT BEAM - HOOKED BARS SCALE: 1/2" = 1'-0"4 TYP TOP OF EXTENDED CONC COLUMN - GARAGE SCALE: 1/2" = 1'-0"5 TYPICAL DETAIL AT TOP OF COLUMN - GARAGE SCALE: 1/2" = 1'-0"6 TYPICAL TOP OF EXTENDED CONCRETE COLUMN AT LIGHT POLE - GARAGE SCALE: 1/2" = 1'-0"7 TYPICAL CONCRETE COLUMN AT RAMP - GARAGE SCALE: 1/2" = 1'-0"8 TYP COL LAP SPLICE DETAIL AT SUPPORTED SLAB SCALE: 1/2" = 1'-0"9 TYP COL BUTT SPLICE DETAIL AT SUPPORTED SLAB SCALE: 1 1/2" = 1'-0"10 TYPICAL TOP OF COLUMN REINFORCING WITH STEEL COLUMN ABOVE Revision ID Transmittal Set Date Transmittal Set Name