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S111b-P - PARTIAL PODIUM POST-TENSIONING PLANS - BUILDING A
7.00 1.25 12.75 7.00 12.75 7.00 35.00 4.00 35.00 18.00 35.00 12.00962 K 7.00 1.25 12.75 6.00 12.75 6.00 22.75 1.25 22.75 10.00 22.75 1.25427 K 7.00 6.00 22.75 1.25 22.75 10.00 22.75 1.25642 K7.00 1.25 7.00 322 K 7.00 1.25 12.75 7.00 7.00 322 K 7.00 12.75 12.75 7.00 215 K 7.00 12.75 7.00 215 K 7.001.25 12.75 1.25 7.0030 K/FT7.00 1.25 12.751.25 7.0030 K/FT7.00 1.25 12.75 1.25 7.0030 K/FT7.00 1.25 12.751.25 7.0030 K/FT 17.00 1.25 12.75 1.25 17.00 6.0030 K/FT 17.0017.001.25 12.75 1.2517.0030 K/FT17.00 1.25 12.75 1.25 17.0030 K/FT17.00 1.25 12.75 1.25 17.0030 K/FT 17.00 1.25 12.75 1.25 17.0030 K/FT 17.00 1.25 12.75 1.25 17.0030 K/FT17.00 1.25 12.75 1.2517.0030 K/FT17.00 1.25 12.75 1.25 17.0030 K/FT17.00 1.25 7.0030 K/FT17.0017.001.25 12.75 1.2517.0030 K/FT17.00 1.25 12.75 1.25 17.00 6.0030 K/FT 17.00 17.00 1.25 12.75 1.25 17.00 6.0030 K/FT17.00 17.00 1.25 12.75 1.25 17.00 6.0030 K/FT17.00 17.00 1.25 12.75 1.25 17.00 6.0030 K/FT 7.00 1.25 12.75 7.00 7.0030 K/FT7.00 1.25 12.75 7.00 7.0030 K/FT 7.00 1.25 12.75 10.00 12.75 7.00 7.0030 K/FT 7.00 1.25 12.75 6.00 7.0030 K/FT 7.001.2512.756.00 7.0030 K/FT 7.00 1.25 12.75 6.00 7.00 7.0030 K/FT 7.00 1.25 12.75 6.00 7.007.0030 K/FT 7.00 1.25 12.75 6.00 7.007.0030 K/FT 7.00 1.25 12.75 3.00 7.006.0030 K/FT 7.001.25 12.75 1.25 7.00322 K7.00 22.75 1.25 22.75 10.00 22.75 1.25 215 K 7.00 1.2512.756.007.00 7.00322 K 7.001.25 12.75 10.00 12.756.007.00322 K17.00 17.00 1.25 12.75 1.25 17.0030 K/FT17.00 17.00 1.25 12.75 1.25 17.0030 K/FT17.00 17.00 1.25 12.75 1.25 17.0030 K/FT17.00 17.00 1.25 12.75 1.25 17.0030 K/FT17.00 17.00 1.25 12.75 1.25 17.0030 K/FT17.00 17.00 1.2512.75 1.25 17.0030 K/FT 17.00 17.00 1.25 12.75 1.25 17.0030 K/FT17.00 17.00 1.25 12.75 1.25 17.0030 K/FT17.00 17.00 1.25 12.75 1.25 17.0030 K/FT17.0017.001.25 12.75 1.25 17.00322 K17.0017.001.25 12.758.0012.75 17.00 17.00322 K17.00 17.00 1.25 12.75 1.25 17.00322 K 7.001.25 17.0030 K/FT78 9 10 12 13 L M N 11 M.8 M.9 B-AB B-A2 B-A1 S1303 EL-131' - 7 1/2" 31' - 7 1/2"OPEN FORSTAIRSOPEN FORELEVATOR6' - 0" 6' - 0"7' - 6"1' - 0" E.O.S.10' - 6"1' - 6" E.O.S.22' - 11 3/4" 1' - 10" 22' - 11 1/2" 22' - 9 3/4" 43' - 10 1/2" 35' - 11" 4 S561 5 S561 POST-TENSIONING PLAN NOTES X.XX K DENOTES EFFECTIVE POST-TENSIONING FORCE AFTER ALL LOSSES FOR BANDED TENDONS DENOTES INTERNAL TENDON DEAD END ANCHOR 1. REFER TO SHEETS S001-03 FOR STRUCTURAL NOTES, DESIGN DATA, SCHEDULES & LEGENDS. 2. REFER TO "-R" PLANS FOR SIZE & SPACING OF MILD REINFORCING. REFER TO "-C" PLANS FOR EMBED PLATES & SHEAR STUD RAILS AT COLUMNS. 3. FLOOR CONSTRUCTION: UNBONDED, POST-TENSIONED TWO-WAY CAST-IN- PLACE CONCRETE SLAB. THICKNESS & T/SLAB PER PLAN. 4. FORCES SHOWN ON THE PLAN ARE FINAL EFFECTIVE PRESTRESS FORCES. 5. TENDON ORDINATES (INDICATED AS X.XX ON PLAN) ARE MEASURED IN INCHES FROM THE BOTTOM OF THE SLAB (SOFFIT) TO THE CENTERLINE OF THE TENDON. 6. ANCHOR TENDONS AT MID-DEPTH OF SLAB AT PERIMETER AND AT OPENINGS, UNLESS SPECIFICALLY NOTED OTHERWISE. 7. GENERALLY, WHERE TWO LAYERS OF REINFORCING OR TENDONS INTERSECT, PLACE REINFORCING AND TENDONS PARALLEL TO THE BANDED DIRECTION IN THE OUTERMOST LAYER. 8. REFERENCE SHEET S560 FOR TYPICAL DETAILS OF SLAB POST-TENSIONING AND REINFORCING. INCLUDING ADDITIONAL MILD REINFORCING REQUIRED AT WALLS, PT ANCHORAGE, FOR COLUMN INTEGRITY, AROUND OPENINGS, AT CORNERS, ETC, THAT MAY NOT BE INDICATED ON PLANS. 9. SLAB TOP BAR AND TOP TENDON COVER: 1 1/2" , TYP. 10. SLAB BOTTOM BAR AND BOTTOM TENDON COVER: 1" TYP, UNO. PLAN LEGEND: X.XX K/FT DENOTES EFFECTIVE POST-TENSIONING FORCE AFTER ALL LOSSES FOR DISTRIBUTED TENDONS 50 South B.B. King Blvd. Suite 600 Memphis, TN 38103 901.521.1440 Drawing Name: Client: Drawn By: Checked By: Project Name: Seal Issued / RevisedDate # Issues and Revisions ©2020 LRK Inc. Drawings, written material, and design concepts shall not be used or reproduced in whole or part in any form or format without prior written consent of LRK Inc. Do not scale drawings. Use given dimensions only. If not shown, verify correct dimensions with the Architect. Contractor shall check and verify all dimensions and conditions at job site. LHB Project Number: 20097 9/3/2021 10:22:19 AM C:\Users\plock.LHB\Documents\18066-Corner Carmel-Structural_Central-19_plock.rvt LRK Project Number: 01.18066.00 S111b-P PARTIAL PODIUM POST-TENSIONING PLANS - BUILDING A The Corner Carmel, IN SAC SAC 116th Street & Rangeline Carmel, INThe Corner Carmel, IN •01.18066.0030 South Meridian Street, Suite 1100 Indianapolis, IN 46204 1/8" = 1'-0"1 PODIUM PT PLAN -BUILDING A S 06.16.21 Permit Set A 07.15.21 Addendum A C 09.01.21 IFC Set 11/15/21