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HomeMy WebLinkAboutS104 Podium PT Plan1 1 2 2 3 3 4 4 5 5 6 6 7 7 5.1 A.1A.1 BB CC DD EE E.9E.9 1.9 1.9 FF AA 6.1 6.1 E.2E.2 4.5 4.5 1.25C.G.S.12.75 1.25 C.G.S. 481 K 267 K C.G.S.1.2510.7510.0010.751.2510.755.00C.G.S. C.G.S.9.0018.751.2518.7518.0010.751.2510.755.0010.751.25C.G.S.480 K C.G.S.10.0018.756.0018.7518.0018.759.2518.751.2510.751.2518.75 641 K C.G.S.10.0018.756.0018.7518.0018.759.2518.751.2510.751.2518.75 641 K 427 K C.G.S.1.25 10.75 5.00 18.75 9.25 18.75 12.00 18.75 12.00 18.75 9.00 C.G.S. 267 K C.G.S. 5.00 10.75 1.25 10.75 4.00 10.75 12.00 C.G.S. C.G.S. 6.00 10.75 1.25 C.G.S. 374 K 1.25C.G.S.13.00 1.25 C.G.S. 481 K C.G.S. 6.00 10.75 1.25 C.G.S. 374 KC.G.S.1.2510.751.2510.751.25C.G.S.22 K/FTC.G.S.3.009.251.259.253.00C.G.S.40 K/FTC.G.S.8.0010.753.0010.758.0010.7522 K/FT10.751.251.25C.G.S.C.G.S.427 K ADD'N10.751.256.006'-0"C.G.S.320 K ADD'N10.751.256.006'-0"C.G.S.12.0018.759.2518.7512.0010.75320 K ADD'N10.751.251.25C.G.S.C.G.S.12.0018.759.2518.7512.0010.7522 K/FT10.751.251.25C.G.S.C.G.S.4.009.251.259.254.0010.7522 K/FT10.751.251.25C.G.S.4.0018.759.2518.754.004.004.0018 K/FTSTRESS FROM BOT. SIDE OF SLAB 4.009.251.259.254.004.004.0018 K/FTSTRESS FROM BOT. SIDE OF SLABC.G.S.4.009.251.259.254.0010.7522 K/FT10.75 6.00C.G.S. 6.00C.G.S.4.009.251.259.254.006.0022 K/FT10.751.25C.G.S.C.G.S.427 K ADD'N10.751.2510.006'-0"C.G.S.320 K ADD'N18.751.2510.00C.G.S.4.009.251.259.254.0018.7522 K/FT10.751.251.25C.G.S.C.G.S. 53 K 1.25 10.75 5.00 18.75 10.00 10.00 18.75 18.75 1.25 C.G.S. 9.0018.75 53 K Engineer: By: Developer:WINDSOR BUILDING800 West Monon Green Blvd.Carmel, IN 46032COPYRIGHT & OWNERSHIP DOCUMENTS 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. © COPY RIGHT 2018 JAMES R. STUTZMAN, AIA, Carmel, Indiana. Set Issue Date Sheet Issue Date Drawn By Checked By Sheet Title: Sheet Number: Revision ID Issue Date Issue Name S104 BID PACKAGE 1- FOUNDATIONS GARAGE AND PODIUM STRUCTURE PODIUM PT PLAN 7/28/217/28/21 SCALE: 1/8" = 1'-0"S104 1 PODIUM PT PLAN 1.REF. S001-002 FOR STRUCTURAL NOTES, SCHEDULES & DESIGN DATA. 2.REF. S500 FOR CONCRETE COLUMN SCHEDULE & DETAILS. 3.REF. S404, S411-413 FOR POST-TENSIONED CONCRETE TYPICAL DETAILS. 4.REF. S103 LAYOUT PLAN FOR DIMENSIONS TO SLAB EDGES. STAIR & ELEVATOR OPENINGS, COURTYARD LIMITS, DRAINS, ETC. 5.REF. S105 MILD REINFORCEMENT PLAN FOR SIZE & SPACING OF MILD REINFORCEMENT. 6.FLOOR CONSTRUCTION: REF. PLAN FOR SLAB THICKNESS, UNBONDED PT TWO-WAY CONCRETE SLABS UNO. A. TENDONS ARE UNIFORMLY SPACED IN THE NORTH-SOUTH DIRECTION. B. BANDED TENDONS SPAN IN THE EAST-WEST DIRECTION. C. FORCES SHOWN ON THE PLAN ARE FINAL EFFECTIVE PRESTRESS FORCES. D. TENDON ORDINATES, INDICATED, ARE MEASURED IN INCHES FROM THE BOTTOM OF THE SLAB SOFFIT TO THE CENTERLINE OF THE TENDON. E. ANCHOR TENDONS AT MID-DEPTH OF SLAB AT PERIMETER AND AT OPENINGS. 7.REF. PLAN FOR T.O.S. ELEV. 8.GENERALLY, WHERE TWO LAYERS OF REINFORCING OR TENDONS INTERSECT, PLACE REINFORCING AND TENDONS PARALLEL TO THE EAST-WEST DIRECTION IN THE OUTER MOST LAYER. 9.SLAB TOP BAR AND TOP TENDON COVER -1" TYP, UNO. SLAB BOTTOM BAR AND BOTTOM TENDON COVER -1", TYP. UNO. 10.PLAN LEGEND: FF DENOTES FINISH FLOOR T/'X'DENOTES TOP OF WALL, BEAM, ETC. B/'X'DENOTES BOTTOM OF WALL, BEAM, ETC. FD DENOTES FLOOR DRAIN, REF. 'P' DWGS. PD DENOTES PLAZA DRAIN, REF. 'P' DWGS. DENOTES SHEAR WALL HOLDDOWN BD DENOTES BEAM DEPTH 55K/FT DENOTES EFFECTIVE POST-TENSIONING FORCE AFTER ALL LOSSES FOR DISTRIBUTED TENDONS 600K DENOTES EFFECTIVE POST-TENSIONING FORCE AFTER ALL LOSSES FOR BANDED TENDONS DENOTES DEAD END OF TENDON POST TENSIONED PLAN NOTES: