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HomeMy WebLinkAboutS351 - TYPICAL POST-TENSIONED TWO-WAY SLAB DETAILSEDGE COLUMN CORNER COLUMN INTERIOR COLUMN NOTES: 1. REINFORCEMENT INDICATED ON THIS DETAIL IS IN ADDITION TO THAT INDICATED ON THE SLAB REINFORCING PLANS AND OTHER TYPICAL DETAILS. 2. TOP AND BOTTOM BARS INDICATED IN THIS DETAIL SHALL MATCH SIZE OF TOP AND BOTTOM BARS SPECIFIED ON SLAB REINFORCING PLANS. 3. BOTTOM BARS AT COLUMNS SHALL EXTEND BEYOND FACE OF COLUMN BY FULL TENSION DEVELOPMENT LENGTH, 24" MIN. 4. PROVIDE 180 DEGREE HOOKS AT ENDS OF ALL BARS INTERRUPTED BY SLAB EDGES OR OPENINGS. 2 -#5 BOTTOM BARS EACH DIRECTION, EACH COLUMN 3 -#5 CONT AT SLAB EDGE, TOP AND BOTT (3) -#5 CONT AT SLAB EDGE TOP AND BOTT. MAY BE EXTENSIONS OF OR LAPPED WITH BARS REQUIRED AT BANDED TENDED ANCHOR ZONES. BANDED TENDONS DISTRIBUTED TENDONS2 -#5 BOTTOM BARS EACH DIRECTION, EACH COLUMN 2 -#5 BOTTOM BARS EACH DIRECTION, EACH COLUMN BOTTOM REINF, SEE PLAN, TYP #4 CONT SUPPORT BAR, TYP EQUAL EQUAL SUPPORT WIDTH (2" CLR GARAGES)1" CLR, TYP2" MIN DISTRIBUTED TENDONS TOP BARS CHAIR, TYP BANDED TENDONS (NUMBER OF TENDONS PER BUNDLE MAY VARY SUPPORT BAR OR BOLSTER WIDTH OF BANDED TENDONS 0"1" CLR(2" CLR GARAGES)1" CLR, TYPBANDED TENDONS (NUMBER OF TENDONS PER BUNDLE MAY VARY DISTRIBUTED TENDONS CHAIR, TYPSUPPORT BAR MIN, TYP 2" CLR TOP UPPER BAR, TYP TOP LOWER BAR, TYP NOTES: 1. FOR QUANTITY AND LENGTH OF REBAR, SEE REINFORCING PLAN. 2. FOR REBAR STAGGER, SEE PLAN DETAIL FOR REINFORCING IN PT SLABS AT COLUMNS. DISTRIBUTED TENDONS (2" CLR GARAGES)1" CLR, TYPMIN, TYP 2" CLR TOP LOWER BAR, TYP TOP UPPER BAR, TYP SUPPORT BAR BANDED TENDONS (NUMBER OF TENDONS PER BUNDLE MAY VARY) CHAIR, TYP NOTES: 1. ALTERNATE TENDON AND REBAR GROUPS. 2. FOR QUANTITY AND LENGTH OF REBAR, SEE PLAN. 3. FOR REBAR STAGGER, SEE PLAN DETAIL FOR REINFORCING IN PT SLABS AT COLUMNS. 4. PROFILE OF BANDED TENDONS AT SUPPORT GOVERN. WHEN CONFLICTING WITH PERPENDICULAR TOP BARS AND/OR SPECIFIED HIGH POINT OF BANDED TENDONS, DISTRIBUTED TENDONS SHALL BE PLACED BELOW BANDED TENDONS, LOWER THAN THE PROFILE SHOWN ON THE PLANS. MILD REINFORCING, TOP UPPER, QUANTITY PER PLAN SPACED AT 12" MAX.1'-0"EACH WAY MILD REINFORCEMENT 1.5T WIDTH COLUMN MILD REINFORCING, TOP LOWER, QUANTITY PER PLAN SPACED AT 12" MAX. SLAB EDGE MINIMUM OF TWO TENDONS BETWEEN 6" AND 12" FROM SLAB EDGE T = TOTAL SLAB THICKNESS AT COLUMN, INCLUSIVE OF DROP PANEL IF PRESENT; SEE ALSO NOTE 4 DISTRIBUTED TENDONS (SMALLER OF 8T OR 48" MAX. SPACING) TYP. BANDED TENDONS (5 PER BUNDLE, MAX.) MAXIMUM CURVATURE TYPICAL MAXIMUM CURVATURE TYPICAL 1 12 SPLAY PT TENDONS TO LOCATE ANCHORS AROUND ANY CONFLICTING FACADE SUPPORT POCKETS OR EMBEDS. MILD REINFORCING STAGGERED PARALLEL TO EDGE, TYPICAL 3'-0" STRAIGHT NOTES: 1. A MINIMUM OF TWO TENDONS TO PASS DIRECTLY OVER COLUMN EACH WAY. 2. HAIRPINS NOT SHOWN FOR CLARITY. SEE TYPICAL BANDED TENDON ANCHOR REINFORCEMENT (REBAR) DETAIL FOR ADDITIONAL HAIRPIN REINFORCING REQUIRED AT BANDED TENDON ANCHORS. 3. TENDON BACKUP BARS NOT SHOWN FOR CLARITY. SEE TYPICAL DETAILS FOR STRESSING AND NON-STRESSING ENDS. 4. FOR COLUMN LOCATIONS WITH DROP CAPS, T SHALL NOT INCLUDE CAP THICKNESS AND 1.5T SHALL BE MEASURED FROM FACE OF CAP, NOT FACE OF COLUMN. NOTES: 1. A MINIMUM OF TWO TENDONS TO PASS DIRECTLY OVER COLUMN EACH WAY. 2. FOR COLUMN LOCATIONS WITH DROP CAPS, T SHALL NOT INCLUDE CAP THICKNESS AND 1.5T SHALL BE MEASURED FROM FACE OF CAP, NOT FACE OF COLUMN.UNIFORMLY SPACED1.5TWIDTHCOLUMN1.5T2" UNIFORMLY TOP BARS WIDTH COLUMN 1.5T BANDED TENDONS T = TOTAL SLAB THICKNESS AT COLUMN, INCLUSIVE OF DROP PANEL IF PRESENT; SEE ALSO NOTE 2 DISTRIBUTED TENDONS (SMALLER OF 8T OR 48" O.C. MAX. SPACING, TYP) MILD REINFORCING, TOP LOWER, QUANTITY PER PLAN SPACED AT 12" O.C. MAX. MILD REINFORCING, TOP UPPER, QUANTITY PER PLAN SPACED AT 12" O.C. MAX. SLAB EDGE MILD REINFORCING STAGGERED PARALLEL TO EDGE, TYPICAL 1' - 0"1.5T WIDTH COLUMN 1.5T MILD REINFORCING STAGGERED EACH WAY, TYPICAL 1'-0"1'-0" DISTRIBUTED TENDONS (SMALLER OF 8T OR 48" MAX. SPACING, TYP.)1.5TWIDTHCOLUMN1.5TBANDED TENDONS (5 PER BUNDLE, MAX.) MILD REINFORCING, TOP UPPER, QUANTITY PER PLAN SPACED AT 12" O.C. MAX. MILD REINFORCING, TOP LOWER, QUANTITY PER PLAN SPACED AT 12" O.C. MAX. T = TOTAL SLAB THICKNESS AT COLUMN, INCLUSIVE OF DROP PANEL IF PRESENT; SEE ALSO NOTE 2 NOTES: 1. A MINIMUM OF TWO TENDONS TO PASS DIRECTLY OVER COLUMN EACH WAY. 2. FOR COLUMN LOCATIONS WITH DROP CAPS, T SHALL NOT INCLUDE CAP THICKNESS AND 1.5T SHALL BE MEASURED FROM FACE OF CAP, NOT FACE OF COLUMN. 2" SPACED UNIFORMLY WIDTH COLUMN 1.5T SPACEDUNIFORMLY2"1.5TWIDTHCOLUMNNOTES: 1. A MINIMUM OF TWO TENDONS TO PASS DIRECTLY OVER COLUMN EACH WAY. 2. HAIRPINS NOT SHOWN FOR CLARITY. SEE TYPICAL REINFORCEMENT OF TENDON BAND DETAIL FOR ADDITIONAL HAIRPIN REINFORCING REQUIRED AT BANDED TENDON ANCHORS. 3. TENDON BACKUP BARS NOT SHOWN FOR CLARITY. SEE TYPICAL DETAILS FOR STRESSING AND NON-STRESSING ENDS. 4. FOR COLUMN LOCATIONS WITH DROP CAPS, T SHALL NOT INCLUDE CAP THICKNESS AND 1.5T SHALL BE MEASURED FROM FACE OF CAP, NOT FACE OF COLUMN. 5. DETAIL ALSO APPLIES FOR OPPOSITE HAND AND ROTATED CONDITIONS. MILD REINFORCING, TOP UPPER, QUANTITY PER PLAN SPACED AT 12" MAX.MINIMUM OF TWO TENDONS BETWEEN 6" AND 12" FROM SLAB EDGE T = TOTAL SLAB THICKNESS AT COLUMN, INCLUSIVE OF DROP PANEL IF PRESENT; SEE ALSO NOTE 4 DISTRIBUTED TENDONS (SMALLER OF 8T OR 48" MAX. SPACING, TYP.) BANDED TENDONS (5 PER BUNDLE, MAX.) SLAB EDGE MILD REINFORCING, TOP LOWER, QUANTITY PER PLAN SPACED AT 12" MAX. 1.5T WIDTH COLUMN 1.5T SPACED UNIFORMLY 2"1.5TWIDTHCOLUMN1.5TSPACEDUNIFORMLY2"DISCONTINUOUS DISTRIBUTED TENDONS CONTINUOUS DISTRIBUTED TENDONS CONTINUOUS BANDED TENDONS DISCONTINUOUS BANDED TENDONS AS INDICATED ON PLAN NOTES: 1. A MINIMUM OF TWO TENDONS TO PASS DIRECTLY OVER COLUMN EACH WAY. 2. HAIRPINS NOT SHOWN FOR CLARITY. SEE TYPICAL REINFORCEMENT OF TENDON BAND DETAIL FOR ADDITIONAL HAIRPIN REINFORCING REQUIRED AT BANDED TENDON ANCHORS. 3. TENDON BACKUP BARS NOT SHOWN FOR CLARITY. SEE TYPICAL DETAILS FOR STRESSING AND NON-STRESSING ENDS. 4. FOR COLUMN LOCATIONS WITH DROP CAPS, T SHALL NOT INCLUDE CAP THICKNESS AND 1.5T SHALL BE MEASURED FROM FACE OF CAP, NOT FACE OF COLUMN. 5. DETAIL ALSO APPLIES FOR OPPOSITE HAND AND ROTATED CONDITIONS. T = TOTAL SLAB THICKNESS AT COLUMN, INCLUSIVE OF DROP PANEL IF PRESENT; SEE ALSO NOTE 4 SLAB EDGE MINIMUM OF TWO TENDONS BETWEEN 6" AND 12" FROM SLAB EDGE MILD REINFORCING, TOP LOWER, QUANTITY PER PLAN SPACED AT 12" O.C. MAX. MILD REINFORCING, TOP UPPER, QUANTITY PER PLAN SPACED AT 12" O.C. MAX. 1'-0" CONTINUOUS MILD REINFORCING STAGGERED EACH WAY, TYPICAL LTS TOP/SLAB EL SEE PLAN BOTTOM BARS SEE PLAN OR SCHEDULE, HOOK IF INDICATED BOTTOM BARS SEE PLAN OR SCHEDULE, HOOK IF INDICATED HATCHING INDICATES PUDDLED CONCRETE IF REQUIRED. SEE TYPICAL SLAB PUDDLING PLAN DETAIL FOR MORE INFORMATION CONSTRUCTION JOINT ANCHOR ZONE BARS, SEE TYPICAL DETAILS 180 DEGREE STANDARD HOOK (HOOK NOT SHOWN FOR CLARITY) , ROTATE AS REQUIRED TO MAINTAIN CLEAR COVER ROUGHEN TOP AND BOTTOM OF SLAB TO 1/4" AMPLITUDE AT HORIZONTAL CONSTRUCTION JOINTS BARS, SEE SCHEDULE BARS, SEE SCHEDULE AND ANCHOR 2" CLEAR MIN AT HOOK TOP BARS SEE PLAN OR SCHEDULE TOP BARS SEE PLAN OR SCHEDULE POST-TENSIONING TENDONS, SEE PLAN OR SCHEDULE LTSTOP/SLAB EL. SEE PLAN BOTTOM BARS SEE PLAN OR SCHEDULE BOTTOM BARS SEE PLAN OR SCHEDULE DOWELS TO MATCH SIZE AND SPACING OF BARS INDICATED ON PLAN OR SCHEDULE, #5 AT 8" O.C., TOP AND BOTTOM MIN. #4 ANCHOR BARS ROUGHEN TOP AND BOTT OF SLAB TO 1/4" AMPLITUDE AT HORIZONTAL CONSTRUCTION JOINTS SHEARWALL REINFORCING, SEE SCHEDULE TOP BARS SEE PLAN OR SCHEDULE TOP BARS SEE PLAN OR SCHEDULE POST-TENSIONING TENDONS, SEE PLAN OR SCHEDULE 0" LOCATE HOOKS AGAINST OUTER FACE REINFORCEMENT 2" CLR. MIN. MECHANICAL COUPLERS PER SPECIFICATION SHEARWALL REINFORCING, SEE SCHEDULE ROUGHEN SURFACE TO 1 1/4" KEY MIN. OR OMIT KEY AND 1/4" AMPLITUDE NOTES: 1. DEFORMED BAR ANCHORS MAY BE USED IN LIEU OF HOOKS WITH MECHANICAL COUPLERS INDICATED IN DETAIL. 2. DOWELS FOR REBAR PROJECTING HORIZONTALLY INTO THE SLAB SHALL BE PLACED WITH 1 1/2" COVER W.R.T. SLAB THICKNESS. 3/4" CLR, MIN COLUMN WIDTH 1.5T 2"UPPER TOP BARS (2" CLR GARAGES)1" CLR, TYPBANDED TENDONS TOP UPPER BARS TOP LOWER BARS SUPPORT BARS DISTRUBUTED TENDONS CHAIR COLUMN PER PLAN (3) -#5 TOP AND BOTTOM ADD'L 180° HOOK T/2T/2TSEE SECTIONS AN DETAILS ON S355 AND S356 FOR MORE DETAILS. 3/4" CLR, MIN COLUMN WIDTH 1.5T 2"UPPER TOP BARS (2" CLR GARAGES)1" CLR, TYPDISTRIBUTED TENDONS TOP LOWER BARS TOP UPPER BARS SUPPORT BARS DISTRUBUTED TENDONS CHAIR COLUMN PER PLAN (3) -#5 TOP AND BOTTOM ADD'L 180° HOOK T/2T/2TSEE SECTIONS AN DETAILS ON S355 AND S356 FOR MORE DETAILS. CLASS B LAP SPLICE TOP REINFORCING PER PLAN TOP REINFORCING PER PLAN SLAB DEPRESSION COLUMN PER PLAN BOTTOM REINFORCING PER PLAN BOTTOM REINFORCING PER PLAN COLUMN REINFORCING PER SCHEDULE 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 2:19:56 PMS351 TYPICAL POST-TENSIONED TWO-WAY SLAB DETAILSTHE CONCOURSE22020 550 Monon BlvdCarmel, IN 4603202/03/2023 TWL JDWNOT FORCONSTRUCTIONSCALE: 3/8" = 1'-0"6 TYP PT SLAB ADDT'L REINF AT COLUMNS & EDGES SCALE: 1" = 1'-0"9 TYP PT SLAB THRU BANDED TENDONS AT MID-SPAN SCALE: 1 1/2" = 1'-0"10 TYP PT SLAB THRU BANDED TENDONS AT COLUMN SCALE: 1 1/2" = 1'-0"11 TYP PT SLAB THRU BANDED TENDONS AT COLUMN SCALE: 3/8" = 1'-0"1 TYP PT SLAB AT PERIMETER COLUMN - BANDED TENDON PERP TO EDGE SCALE: 3/8" = 1'-0"2 TYP PT SLAB AT PERIMETER COLUMN - BANDED TENDON PARALLEL WITH EDGE SCALE: 3/8" = 1'-0"5 TYP PT SLAB AT INTERIOR COLUMN SCALE: 3/8" = 1'-0"3 TYP PT SLAB AT CORNER COLUMN SCALE: 3/8" = 1'-0"4 TYP PT SLAB AT RE-ENTRANT CORNER SCALE: 1 1/2" = 1'-0"7 TYPICAL PT SLAB AT CONCRETE WALL SCALE: 1 1/2" = 1'-0"8 TYP PT SLAB AT WALL - SLIP FORM ALTERNATE SCALE: 1" = 1'-0"12 TYPICAL REINFORCING AT DISTRIBUTED ENDS SCALE: 1" = 1'-0"13 TYPICAL REINFORCING AT BANDED ENDS SCALE: 3/4" = 1'-0"14 TYP SLAB REINF AT DEPRESSION OVER COLUMN Revision ID Transmittal Set Date Transmittal Set Name