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HomeMy WebLinkAboutS357 - TYPICAL POST-TENSIONED CONCRETE BEAM DETAILS9.4 SEE AR DETAILSWIDTH OF BASEPLATE #4 TIES AT 3" OC SEE BEAM SCHEDULE FOR SIZE AND REINFORCING HSS COLUMN PER PLAN NOTES: 1. CUT OFF ANCHOR BOLT PROJECTION PAST NUTGROUT BED2" NON-SHRINKFOR BEAM DEPTHSEE BEAM SCHEDULE.NOMINAL SLAB DEPTH 4" MIN SLEEVE THRU BEAM. VERIFY SIZE AND LOCATION WITH MECHANICAL AND ELECTRICAL CONTRACTORS COORDINATE THE INSTALLATION OF SLEEVES WITH THE CONSTRUCTION OF FORM WORK AND INSTALLATION OF REINFORCING STEEL. DO NOT PLACE ANY SLEEVES IN BEAM UNLESS SPECIFICALLY SHOWN ON THE STRUCTURAL DRAWINGS. SEE DIVISION 3, CAST-IN-PLACE CONCRETE SPECIFICATION FOR SHOP DRAWING SUBMITTAL REQUIREMENTS. WHERE POSSIBLE LOCATE SLEEVES SUCH THAT REINFORCING SPACING DOES NOT NEED TO BE ADJUSTED. 1. 2. 3. NOTES: PT TENDONS4" MIN (4) #4 x 2'-0" TOP AND BOTTOM FOR SLEEVES GREATER THAN 6" IN DIAMETER ADD ADDITIONAL SINGLE BARS TO MATCH TOP AND BOTTOM STEEL WHERE SLEEVES ARE 8" OR WIDER ..SCHEDULED TOP AND BOTTOM STEEL . SCHEDULED STIRRUPS . SCHEDULED STIRRUPS .ADD 4 SETS OF #3 STIRRUPS FOR SLEEVES LARGER THAN SCHEDULED STIRRUP SPACING DO NOT PLACE ANY SLEEVES IN BEAMS UNLESS SPECIFICALLY SHOWN ON THE STRUCTURAL DRAWINGS 1. NOTES:4" MIN4" MINPT TENDONS 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 2:20:05 PMS357 TYPICAL POST-TENSIONED CONCRETE BEAM DETAILSTHE CONCOURSE22020 550 Monon BlvdCarmel, IN 4603202/03/2023 Author JDWNOT FORCONSTRUCTIONSCALE: 3/4" = 1'-0"1 HSS COLUMN ON CONCRETE BEAM SCALE: 3/4" = 1'-0"2 TYPICAL VERTICAL SLEEVE DETAIL SCALE: 1" = 1'-0"3 TYP VERTICAL SLEEVE DETAIL WITH ADDT'L REINF Revision ID Transmittal Set Date Transmittal Set Name