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HomeMy WebLinkAboutS101 Level 1 Forming 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.9 147'-0 3/8" 1'-4" 1'-9 3/4" 26'-8 1/8" 3 7/8" 26'-0"27'-4"21'-8 7/8"21'-4" 3 7/8" 17'-0 1/8" 1'-9 3/4" 1'-4" 57'-2 1/2"8'-8"7 5/8"11'-2 5/8" 7'-5" 4'-0 1/4"90'-3 1/8"18'-7 5/8"9"57'-2 3/4"8'-7 3/4" 8" 8'-2 1/4"3 7/8"31'-8"21'-0"25'-4 7/8"21'-0"31'-8"3 7/8"1'-5 1/2"147'-0 3/8" 1'-4" 1'-9 3/4"26'-8 1/8"3 7/8"26'-0"27'-4"21'-8 7/8" 2'-0" 19'-4" 3 7/8"17'-0 1/8"1'-9 3/4" 1'-4"134'-4 3/8"1'-6 1/4"3 7/8"31'-8"21'-0"25'-4 7/8"21'-0"31'-8"3 7/8"1'-5 1/2"S521 1 0' - 0" T.O.SLAB 0' - 0" T.O.SLAB T.O.SLAB T.O.SLAB S521 2 28'-4"118'-8 3/8"31'-8"22'-8"25'-8 1/4"22'-8 1/8"30'-2"1'-4"27'-0"100'-0 3/8"17'-4" 1'-4"31'-8"21'-0"29'-0 3/8"21'-0"31'-8"7 3/4"2'-4 1/8"3'-4 1/8" 3'-0"3'-0" 7'-8" 3'-0" 12'-4" 3'-0" 3'-4 1/8"2'-4 1/8" 7 3/4"7 3/4"2'-4" 5'-7 7/8" 3'-0"7 3/4"2'-4 1/8"5'-8 1/8"2'-11 7/8"7 3/4" 2'-4 1/8" 3'-4" 3'-0"7 3/4" 2'-4" 5'-7 7/8" 3'-0" F5 (-2' -6") F5 (-2' -6") F5 (-2' -6") F5 (-2' -6") 6 S402 3 S403 6 S402 3 S403 6 S402 6 S402 3 S403 6 S402 3 S403 10 S402 6 S402 1.9 1.9 FF AA 6.1 6.1 7 S402 E.2E.2 4.5 4.5 T.O.SLAB T.O.SLAB 4' - 0"RCB-3RCB-3RCB-2 7 S405 9 S405 RCB-16 S405 8 S4058 S405 CONC. SLAB: 12" 't' CONC. SLAB: 12" 't' CONC. SLAB: 12" 't' CONC. SLAB: 16" 't' 4'-0" 4'-0"6'-0"12" 't'16" 't' 12" 't'16" 't'SR-7SR-7SR-7SR-7SR-7SR-7SR-7SR-7SR-7SR-7SR-7SR-78 S402 8 S402 LOW SLAB TO REMAIN SHORED UNTIL UPPER SLAB AND RCB'S HAVE MADE 28 DAY DESIGN STRENGTH 0' - 0"1'-1 1/8" E.O.S.1'-1 1/2" E.O.S. 1'-1 1/2" E.O.S.1'-0 1/2" E.O.S.1'-0 1/2" E.O.S.1'-0 7/8" E.O.S.1'-0 1/2" E.O.S.1'-0 7/8" E.O.S.7 1/2" E.O.S.2'-4 7/8" E.O.S.6 3/4" E.O.S.5'-3 1/4"3'-0"7'-8"3'-0"5'-3 1/4"1'-0 7/8" E.O.S.1'-1 1/8" E.O.S.1'-3 7/8" E.O.S.1'-1 1/2" E.O.S.1'-1 7/8" E.O.S.1'-1 1/2" E.O.S.1'-1 7/8" E.O.S.1'-2 1/4" E.O.S.2'-5 1/2" E.O.S.1'-1 1/8" E.O.S.CONC. SLAB: 16" 't'12" 't'16" 't'12" 't'16" 't'5'-0"5'-0"5'-0"5'-0" 1 S403 1 S403 2 S403 1 S403 1 S403 1 S403 6 S402 6 S402 10 S402 10 S402 10 S402 SIM. 2 S403 1 S403 SIM. 2 S403 2 S403 3 S403 1 S403SIM. 4 S403 2 S403 1 S403 SIM.7'-3"1 1 1 1 1 1 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 S101 BID PACKAGE 1- FOUNDATIONS GARAGE AND PODIUM STRUCTURE LEVEL 1 FORMING PLAN 7/28/217/28/21 SCALE: 1/8" = 1'-0"S101 1 LEVEL 1 FORMING PLAN FORMING 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. 4.REF. S104 POST TENSIONED PLAN FOR LAYOUT OF PT TENDONS, TENDON STRESSING, STRESSING, ETC. 5.REF. S102 & S105 MILD REINFORCEMENT PLAN FOR SIZE & SPACING OF MILD REINFORCEMENT 6.FLOOR CONSTRUCTION: REF. PLAN FOR THICKNESS, UNBONDED PT TWO- WAY CONCRETE SLABS, UNO. 7.REF. PLAN FOR T.O.S. ELEV. 8.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. SR-"X"DENOTES STUD RAIL, REFER TO SHEET S501 DROP CAP REFER TO DETAIL 2/S404