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Home My WebLink AboutS105 Podium Reinforcing 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 (14) #5x14'-0" (T)(14) #5x28'-0" (T) #4 @32" O.C.E.W. (B)(12) #5x18'-0" (T)(12) #5x18'-0" (T) (12) #5x18'-0" (T)240240(8) #5x10'-0" (T)(14) #5x18'-0" (T)(14) #5x14'-0" (T)(14) #5x18'-0" (T)(14) #5x18'-0" (T)(16) #5x18'-0" (T)(16) #5x18'-0" (T)(10) #5x14'-0" (T)(12) #5x16'-0" (T)(12) #5x16'-0" (T)(14) #5x16'-0" (T)(14) #5x16'-0" (T)(14) #5x16'-0" (T)(12) #5x14'-0" (T)(12) #5x14'-0" (T)(12) #5x14'-0" (T)(15) #5x14'-0" (T)(15) #5x40'-0" (T)(12) #5x18'-0" (T)(12) #5x18'-0" (T)(14) #5x16'-0" (T) (12) #5x14'-0" (T)(12) #5x14'-0" (T) (16) #5x18'-0" (T)(10) #5x14'-0" (T)(12) #5x16'-0" (T)(12) #5x16'-0" (T)(14) #5x16'-0" (T)(14) #5x16'-0" (T)(15) #5x14'-0" (T)(12) #5x14'-0" (T)(12) #5x12'-0" (T)(12) #5x14'-0" (T)(12) #5x18'-0" (T) (8) #5x12'-0" (T)240143137(15) #7x25'-0 (T&B) 9891 (16) #4x10'-0" (B)(16) #5x14'-0" (B)(8) #4x10'-0" (B) (14) #7x14'-0"@4" O.C. (B) (16) #5x14'-0" (B) (14) #7x14'-0"@4" O.C. (B) #4x14'-0" @ 18"OC (B)(21) #4x14'-0" @ 12"OC (B)(6) #4x14'-0" (B)(6) #4x14'-0" (B)(6) #4x14'-0" (B)(19) #4x13'-0" (B)(6) #4x14'-0" (B)(6) #4x14'-0" (B)#4 @32" O.C.E.W. (B) #4 @32" O.C.E.W. (B) #4 @32" O.C.E.W. (B) #4 @32" O.C.E.W. (B) 1.9 1.9 FF AA 6.1 6.1 122(6) #6x12'-0" @ 4" O.C.(T&B)(6) #6x12'-0" @ 4" O.C.(T&B)(6) #6x12'-0" @ 4" O.C.(T&B)(6) #6x12'-0" @ 4" O.C.(T&B)E.2E.2 4.5 4.5 (8) #5x10'-0" (T)(8) #5x10'-0" (T)(12) #5x18'-0" (T)(7) #5x9'-0" (T&B) #5x7'-0" @ 12" O.C. (T&B) #5x7'-0" @ 12" O.C. (T&B) #5x7'-0" @ 12" O.C. (T&B) #5x7'-0" @ 12" O.C. (T&B)(9) #5x25'-0" (T&B)(21) #5x20'-0" (T&B)(7) #5x9'-0" (T&B)#5x7'-0" @ 12" O.C. (T&B)#5x7'-0" @ 12" O.C. (T&B)(12) #5x20'-0" (T&B)(19) #5x19'-0" (T&B)#5 @ 12" O.C. (T&B)(8) #5x7''-0" (T)(7) #5x8'-0" (T)(7) #5x8'-0" (T)(7) #5x8'-0" (T)(7) #5x8'-0" (T)(14) #5x16'-0" (T)(12) #5x14'-0" (T)(12) #5x14'-0" (T)(16) #5x18'-0" (T)(8) #5x10'-0" (T)(8) #5x10'-0" (T)(10) #5x10'-0" (T) #5x12'-0" @ 12"OC (T&B)(8) #4x10'-0" (B)(12) #5x8'-0" (T) (12) #5x8'-0" (T)(16) #4x12'-0" (B)(10) #5x11'-0" (T) (8) #5x10'-0" (T)(8) #5x10'-0" (T)(24) #4x10'-0" @ 12"OC (B)(14) #5x28'-0" (T)(7) #5x8'-0" (T)(7) #5x8'-0" (T)(7) #5x8'-0" (T)(7) #5x8'-0" (T)(8) #5x7''-0" (T)(8) #5x10'-0" (T)(8) #5x10'-0" (T)(35) #5x18'-0" (T&B)(8) #5x24'-0" (T&B)(8) #5x24'-0" (T&B)(29) #5x9'-0" (T&B) #5x7'-0" @ 12" O.C. (T&B)#5x7'-0" @ 12" O.C. (T&B)#5x7'-0" @ 12" O.C. (T&B)(12) #5x10'-0" (T)(14) #7x14'-0"@4" O.C. (B) (14) #7x14'-0"@4" O.C. (B) SEE 11/S412 TYP. SEE 11/S412 TYP. SEE 11/S412 TYP. SEE 11/S412 TYP. SEE 11/S412 TYP. 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 S105 BID PACKAGE 1- FOUNDATIONS GARAGE AND PODIUM STRUCTURE PODIUM REINFORCING PLAN 7/28/217/28/21 SCALE: 1/8" = 1'-0"S105 1 PODIUM REINFORCING PLAN MILD REINFORCING PLAN NOTES: 1. REF. S001-002 FOR STRUCTURAL NOTES, SCHEDULES & DESIGN DATA. 2. REF. S500 AND S420/S521 FOR CONCRETE COLUMN SCHEDULE & DETAILS AND SHEAR WALL DETAILS AND ELEVATIONS. 3. REF. S404, S411-413 FOR POST-TENSIONED SLAB TYPICAL DETAILS, INCLUDING ADDITIONAL MILD REINFORCING REQUIRED AT SHEAR WALLS, COLUMN INTEGRITY STEEL, TRIM BARS AROUND OPENINGS, AT CORNERS, ETC. 4. REF. S101 & S103 LAYOUT PLAN FOR DIMENSIONS TO SLAB EDGES. STAIR & ELEVATOR OPENINGS, COURTYARD LIMITS, DRAINS, ETC. 5. REF. S104 POST TENSIONED PLAN FOR LAYOUT OF PT TENDONS, TENDON STRESSING, STRESSING ORDINATES, ETC. 6. FLOOR CONSTRUCTION: REF. PLAN FOR SLAB THICKNESS, UNBONDED PT TWO-WAY CONCRETE SLABS 7. REF. PLAN FOR T.O.S. ELEV. 8. SLAB TOP BAR AND TOP TENDON COVER - 1" TYP, UNO. SLAB BOTTOM BAR AND BOTTOM TENDON COVER - 1", TYP. UNO. 9. TYPICAL SPACING OF TOP & BOTTOM BARS IS 12" O.C., U.N.O. 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.