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HomeMy WebLinkAboutS340 - TYPICAL CONCRETE COLUMN DETAILS AND SCHEDULECONCRETE COLUMN NOTES: 1. CONCRETE 28 DAY COMPRESSIVE STRENGTH, F'c = 6000 PSI, UNLESS NOTED OTHERWISE. 2. REINFORCING STEEL GRADE 60. 3. SEE FOUNDATION PLAN FOR TOP OF FOOTING ELEVATIONS. 4. SEE FRAMING PLANS FOR TOP OF COLUMN ELEVATIONS. 5. SEE S341 FOR INFORMATION REGARDING DETAILING OF COLUMN REINFORCEMENT AND ADDITIONAL TIE REQUIREMENTS. 6. PLACE INTERIOR TIES SO THAT THE 90 DEGREE AND 135 DEGREE HOOKS ARE ALTERNATED ALONG THE COLUMN HEIGHT. 7. LAP LENGTH SHALL BE TYPE II. SEE TABLE ON S003. 8. TERMINATE COLUMN VERTICAL REINFORCEMENT, INDICATED AS DISCONTINUOUS ABOVE A GIVEN LEVEL, 3'-0" OR A TYPE I LAP LENGTH, WHICHEVER IS GREATER ABOVE THAT LEVEL. 9. BEGIN COLUMN VERTICAL REINFORCEMENT, INDICATED AS DISCONTINUOUS BELOW A GIVEN LEVEL, AT THAT LEVEL WITH NO SPLICES. 10. SEE DETAIL 10/S356 (TYPICAL REINFORCEMENT AT BEAM PT ANCHORS) FOR ADDITIONAL REINFORCEMENT REQUIREMENTS. 11. SEE REINFORCING STEEL NOTE 15 ON DRAWING S002 FOR EPOXY- COATED REINFORCING STEEL REQUIREMENTS. 12. SEE DRAWING S002 FOR CONCRETE SCHEDULE AND GENERAL NOTES PERTAINING TO CONCERETE AND REINFORCING STEEL. 13. SHOP DRAWINGS: PROVIDE FULL HEIGHT ELEVATIONS WITH ELEVATIONS OF ALL SUPPORTED LEVELS MARKED. REINFORCEMENT SHALL BE SHOWN ON THE ELEVATIONS, NOT SCHEDULED.3"3"TYPICAL TIE SPACING SEE CONCRETE COLUMN DETAILS OR SCHEDULE "NECK" VERTICAL BARS MAXIMUM 6 1 SEE CONCRETE COLUMN DETAILS OR SCHEDULE FOR COLUMN INFORMATION PROVIDE 3 PAIRS OF TIES 3" O.C. AT TOP OF "NECK" TOP OF "NECK" MATCH TIE ARRANGEMENT FOR EACH COLUMN DETAIL LAP SPLICECLASS BSEE FOUNDATION PLAN FOR TOP OF FOOTING ELEVATION SEE COLUMN FOOTING SCHEDULE FOR FOOTING INFORMATION DOWELS TO MATCH COLUMN REINFORCING 1/2 TYPICAL TIE SPACING (MAXIMUM)4"8"PLACEMENT TIES TIES (TYP) 1 1/2" CLR TO NOTE: DETAIL APPLIES WHEN NUMBER OF BARS IS <=8 AND WHEN BAR SIZE IS <= #11 TIES (TYP.) 1 1/2" CLR. TO PLACEMENT TIES 1/2 TYPICAL TIE SPACING (MAXIMUM)SEE NOTE 1ASEE FOUNDATION PLAN FOR TOP OF FOOTING ELEVATION SEE CONCRETE COLUMN DETAILS OR SCHEDULE FOR COLUMN INFORMATION SEE COLUMN FOOTING SCHEDULE FOR FOOTING INFORMATION MECHANICAL TENSION BUTT SPLICE SEE CONCRETE COLUMN DETAILS OR SCHEDULE AND DIVISION 3 OR SPECIFICATIONS FOR REQUIREMENTS TYPICAL TIE SPACING SEE CONCRETE COLUMN DETAILS OR SCHEDULE NOTE: 1. A = 2'-0" FOR 1/2 OF VERTICAL BARS A = 4'-0" FOR 1/2 OF VERTICAL BARS8"4"DOWELS TO MATCH COLUMN REINFORCING NOTE: DETAIL APPLIES WHEN NUMBER OF BARS IS >8 OR WHEN BAR SIZE IS > #11 TYPICAL TIE SPACING SEE CONCRETE COLUMN DETAILS OR SCHEDULE2 1/2" CLRDEPTHSLAB3"3"3"3"PROVIDE 4 TIES AT 3" BELOW SLAB CONCRETE BEAM SEE CONCRETE COLUMN DETAILS FOR REINFORCINGTIES (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. TO FACILITATE INSTALLATION OF REINFORCING STEEL. INDICATE THE PLAN ORIENTATION OF COLUMN VERTICAL BARS HOOKS ON THE REINFORCING STEEL SHOP DRAWINGS. SEE NOTE 1 (8 BAR COLUMN)(4 BAR COLUMN) COLUMN DETAIL A COLUMN DETAIL B TIES, TYP 1 1/2" TO TIES TIES, TYP 1 1/2" CLR TO (4) -#9 VERT WITH #4 TIES AT 6" (8) -#10 VERT WITH #4 TIES AT 12" (8 BAR COLUMN) (12 BAR COLUMN)(16 BAR COLUMN) COLUMN DETAIL C1 COLUMN DETAIL C2 COLUMN DETAIL C3 A = 11" MINIMUMCLR1 1/2"CLR1 1/2"A = 11" MINIMUMCLR1 1/2"AA AA COLUMN DETAIL C4CLR1 1/2"#4 TIES AT 6" (2) -#7 PT STRAND ADDITIONAL BARS AND TIES AT BARRIER CABLE ANCHORS AND INTERMEDIATE ANCHORS NOTES:LONGITUDINAL REBAR AND OUTER TIE NOT SPECIFIED SHOWN FOR INTENT4"(4 BAR COLUMN) COLUMN DETAIL C0CLR1 1/2"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 2:19:50 PMS340 TYPICAL CONCRETE COLUMN DETAILS AND SCHEDULETHE CONCOURSE22020 550 Monon BlvdCarmel, IN 4603202/03/2023 TWL JDWNOT FORCONSTRUCTIONSCALE: 1/2" = 1'-0"2 TYP COLUMN TO FTG DOWEL LAP SPLICE DETAIL SCALE: 1/2" = 1'-0"3 TYP COLUMN TO FTG DOWEL BUTT SPLICE DETAIL SCALE: 1/2" = 1'-0"4 TYP TOP OF COLUMN AT SLAB - HOOKED BARS NOT-TO-SCALE1TYPICAL PODIUM COLUMN TYPES REMARKS CENTER OF VEHICLE BARRIER CABLES ARE 4" NORTH OF GRID LINE GA AND 2" SOUTH OF GRID LINE G.9A CENTER OF VEHICLE BARRIER CABLES ARE 4" SOUTH OF GRID LINE GB FOUNDATION DETAIL C1 C1/C4 C1 C1/C4 C1 C2 C0 TIES #4 @ 12" #4 @ 12" #4 @ 12" #4 @ 12" #4 @ 12" #4 @ 12" #4 @ 12" fc' = 6000 psi VERTICAL REINFORCEMENT (8) - #9 (8) - #9 (8) - #9 (8) - #9 (8) - #9 (12) - #9 (4)-#9 SEE PLAN FOR ELEVATION SIZE (B x D) 24" X 24" 24" X 24" 24" X 24" 24" X 24" 24" X 24" 30" x 30" 12" x 16" GARAGE SECOND LEVEL DETAIL C2 C2/C4 C1 C1/C4 C2 C3 C0 TIES #4 @ 10" #4 @ 10" #4 @ 10" #4 @ 12" #4 @ 6" #4 @ 6" #4 @ 4" fc' = 6000 psi VERTICAL REINFORCEMENT (12) - #9 (12) - #9 (8) - #9 (8) - #9 (12) - #9 (16) - #9 (4)-#9 SEE PLAN FOR ELEVATION SIZE (B x D) 24" X 24" 24" X 24" 24" X 24" 24" X 24" 24" X 24" 30" x 30" 12" x 16" GARAGE THIRD LEVEL DETAIL C2 C2 C1 C1/C4 C2 C3 C0 TIES #4 @ 6" #4 @ 10" #4 @ 10" #4 @ 12" #4 @ 4" #4 @ 4" #4 @ 4" fc' = 6000 psi VERTICAL REINFORCEMENT (12) - #9 (12) - #9 (12) - #9 (12) - #9 (12) - #9 (16) - #9 (4)-#9 SEE PLAN FOR ELEVATION SIZE (B x D) 24" X 24" 24" X 24" 24" X 24" 24" X 24" 24" X 24" 30" x 30" 12" x 16" GARAGE FORTH LEVEL LEVEL \ MARK GA-G2, G.9A-G4, G.9A-G5, GA-G7 GA-G1, G.9A-G3, G.9A-6, GA-7.5 GB-G4, GB-G5, GA.9-G8, GC-G4, GC-G5, GE-G4, GE-G5 GB-G3, GB-G6 GG-G1, GH-G2, GJ-G2.3, GJ-G3, GJ-G4, GJ-G5, GJ-G5, GJ-G6, GJ-G6.7, GH-G7, GF-G8 GC-G1, GC-G3, GC-6, GC-G8, GE-G1, GE-G3, GE-G6, GE-G8 GI-G1.5, GI-G7.6 CONCRETE COLUMN SCHEDULE - GARAGE SCALE: 1/2" = 1'-0"6 TYPICAL GARAGE COLUMN TYPES COLUMN DETAIL A COLUMN DETAIL B 24x24 12x12 CONCRETE COLUMNS PODIUM Revision ID Transmittal Set Date Transmittal Set Name