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HomeMy WebLinkAboutS101 - SLAB ON GRADE PLANGA GB GC G1 G4 G5 G8 GE 27'-4 1/2" 2'-2" 19'-2 3/8"8'-5 1/8"15'-4"23'-0"23'-0"23'-0"15'-4"8'-2 3/8"9'-2 3/8"9'-10 5/8" 3" 10'-10 5/8"22'-0 1/4"12'-7 3/4"2'-0"21'-9"10'-7"5'-7 1/2" G3 G7.5 GH GJ GG 12 12 5 5 4 421 3 3 B.2 C.3 D D.5 20'-11 1/2"15'-1"22'-8"18'-10"10'-10"12'-8"16'-1"14'-9 1/2"7'-3"10'-5"12'-4"22'-0"E F F H K L J M M 6 7 8 9 10 11 2'-9 1/2"6'-3"11'-9"27'-4 1/2"24'-0 1/2"26'-8"21'-6 1/4"26'-8"21'-6 1/4"26'-8"20'-9 1/2"22'-0 1/4" 1'-9" 12'-3 3/4" 7" 21'-9"10'-7"5'-7 1/2" 14 14 N 16 16 15 15 L.5 L.1 J.1 2'-5 1/2"8'-0"13'-8"22'-4 1/2"22'-9"22'-4"35'-3"22'-4"22'-9"22'-4 1/2"13'-8"7'-8"4"2'-6"17 17 D.8 D.3 C D.1 B A 0.8A G7G2 A.3 D.2 6"22'-4 7/8"3'-1 1/8"23'-11 1/2"60'-0"17'-8 1/4"13'-8"18'-6"8 1/2"9'-5 1/4"4'-1 1/2"13 13 CL 30"x30" COLUMNS CL 30"x30" COLUMNS 4.6 13.8 D.7 EL 0'-0" EL -0'-4" EL -0'-2" EL -0'-1"EL 0'-0" EL 0'-0"EL 0'-0" EL 0'-0"EL 0'-0"EL 0'-0"EL 0'-0" EL 0'-0" EL -0'-4" EL -1'-0"EL -0'-8"EL -1'-0" EL -0'-4"EL 0'-0" GF G6 9 S301 FD FDFD EL -1'-0" G2.3 G6.7 7 S301 5" SLAB ON GRADE 10 S300 ● SITE SLAB SEE CIVIL G.9A T/SLAB 5'-4 5/16" T/SLAB 4'-8 5/16"SLOPE DNLE 4'-8" LE 4'-0" LE 5'-0" LE 5'-0" LE 5'-0" LE 5'-0" LE 5'-0" T/SLAB 0'-0" T/SLAB -0'-6" 1 S302 SLOPE DN T/SLAB 4'-8 5/16" T/SLAB 4'-8 5/16" T/SLAB 4'-0" T/SLAB 4'-0" 2 S302 10 S300 ● 1'-11 5/8" TW 4'-1 1/4" EL 0'-10" EL 0'-6" 1'-9 1/2"1'-11"1'-1" 1 S301 ● TYP, SIM 11 S300 ● 3 S302 3 S301 G1.5 G7.6 GA.9 4 S302 EL 0'-0" EL 0'-0" NOTE: SLAB TO BE FLAT AT ELEVATION 0'-0" IN ELEVATOR LOBBY, BIKE ROOMS AND TRASH ROOM. COORDINATE WITH ARCH DWGS FOR EXACT ROOM EXTENTS. 6 S301 5 S301 EL -0'-6" GI G7.9G1.1 8 S301 10 S301 11 S301 8"6" 6"6"6"6"6"6"6" T/SLAB 1'-11" T/SLAB 1'-11" DRAINAGE WASH, TYP RAMP UP 8" BUMPER WALL TYP EL -0'-2" EL 0'-0" EL 0'-0" TYP AT PERIMETER U.N.O. EL -0'-6" EL -0'-2" FD FINISH WASH TO SLOPE TOWARDS FLOOR DRAIN EL 0'-0"EL -0'-6" 12'-0 7/8" EL 0'-0" T/SLAB 3'-7 3/8" SLOPE DN T/SLAB 2'-4 3/4" SLOPE DN SLOPE DN SLOPE DN SLOPE DN T/SLAB 2'-0" C.J. C.J. C.J. C.J. C.J. C.J. C.J. C.J. C.J. C.J. C.J. C.J. C.J. C.J. C.J.C.J.C.J.C.J.C.J.C.J.C.J.C.J.C.J.C.J.C.J.C.J.C.J.C.J.C.J.C.J.8'-8" C.J. C.J. C.J. C.J. C.J. C.J. C.J. C.J.1'-10 5/8"13'-1 3/8"1'-10 1/4"6'-3"1'-6 3/8"16'-9 5/8"C.J. C.J. C.J. C.J. C.J. C.J. 17'-8 3/8"5 5/8"9"14'-3"8'-7 5/8" C.J. 11 S302 C.J. C.J. C.J.C.J.10 S302 C.J.C.J.C.J. C.J.SLOPE DNC.J. C.J. C.J. C.J. C.J. C.J. C.J. C.J. C.J. C.J. C.J. C.J. C.J.C.J.C.J.C.J.C.J.C.J.C.J.TW 5'-4 5/16" LE 4'-8" TW 5'-4 5/16" TW 3'-3 3/4" LE 3'-0" TW 5'-4 5/16" LE 5'-0" TW 4'-8 5/16" LE 4'-0"LE 3'-4" TW 3'-8" LE 3'-4" LE 3'-4" TW 4'-0" LE 2'-8" TW 2'-8" TW 2'-2 3/4" LE 2'-8" TW 2'-10 3/4" LE 2'-4" TW 1'-8 3/4" LE 2'-0" TW 2'-4 3/4" LE 1'-8"TW 1'-7" TW 0'-11" LE 1'-4" TW 1'-7" TW 0'-8 3/4" LE 1'-0" TW 1'-4 3/4" T/SLAB 3'-3 3/4" TW 1'-3" TW 0'-7" TW 1'-0" TW 0'-8" LE 0'-4" TW 1'-0" LE 0'-8"LE 0'-4" LE 0'-0" TW -0'-8" TW -0'-4" TW 0'-0" TW -0'-8" LE -0'-4" TW 0'-0" LE -0'-4" TW 0'-0" 8" TYP 8" TYP8" TYP6"8" TYP8"8"8"8"8" TYP 8" TYP LE -0'-4" TW -0'-8" TW 0'-0" LE -0'-4" TW 0'-0" 8" TW 0'-0" TW -0'-8" TW -0'-8" TW 0'-0" TW 0'-8"TW 1'-0" TW 1'-4" LE 1'-4" TW 1'-8" TW 2'-0"TW 1'-4" TW 2'-0" TW 1'-4"TW 2'-0"TW 3'-0"TW 3'-0"TW 4'-0"TW 4'-8" TW 5'-4 5/16" TW 5'-4 5/16" TW 5'-4 5/16" TW 5'-4 5/16" TW 5'-4 5/16" TW 3'-0" LE 4'-0" TW 4'-10"8"LE 4'-4"TW 5'-0" TW 4'-8" TW 3'-5 1/2" 7 S300 ● 7 S300 ●SLOPEDOWN11'-9"11'-6"1'-6 1/2"EL 5'-0 1/4" EL 4'-8 1/4" 13'-1" LE 5'-0"1'-0 13/16"T/SLAB 2'-10 3/4"T/SLAB 2'-4 3/4"T/SLAB 1'-7"T/SLAB 1'-4 3/4" 3 7/8" 13.9 9'-9 5/8"9'-11 63/256"9 S300 ●TYP AT DOORS 7 S300 ●TYP 8 S300 ● 9 S300 ● 7 S300 ● 9 S300 ●TYP AT DOORS TYP 9 S300 ● 9 S300 ●TYP AT DOORS TW 0'-0" 6 1/2"6 3/8"6 1/2"6 3/8"7 S300 ●TYP 8 S300 ●9 S300 ●TYP AT DOORS 7 S300 ●C.J.C.J.C.J.C.J.C.J.C.J.C.J.C.J.C.J.C.J.C.J.C.J. 9 S300 ● 7 S300 ●TYP 7 S300 ●TYP 9 S300 ●TYP AT DOORS 9 S300 ● TYP 4 S301 ● TYP C.J.C.J.4 S301 ● 8 S300 ● 10 S301 ● E.6 C.J. C.J. EL 0'-0" TW 1'-0" TW 1'-0" 7 S302 C.J. C.J. C.J. TW 2'-0" 6 S302 SEE 10/S400 FOR LINTEL SUPPORT SEE 11/S400 8 S302 13.1 LE 0'-8" A.1 CLADDING 6 / S520 CLADDING 1 / S520 CLADDING3 / S520CLADDING1 / S521CLADDING 5 / S520 T/SLAB 5'-4 5/16" T/SLAB 4'-0" 10 S301 ● SIM CLADDING 4 / S520 T/SLAB 1'-3" T/SLAB 0'-0"T/SLAB 0'-0" T/SLAB 0'-0" T/SLAB 0'-0" T/SLAB 2'-0" CLADDING 2 / S520CLADDING2 / S521SLOPE DN 6'-1 1/4"1'-3 3/4"1'-0 1/2"1'-2 5/8" 6'-11"2'-9" 3'-3" 10 S302 ● EL 0'-0"EL 0'-0" T/SLAB 0'-0"T/SLAB 0'-0" T/SLAB 2'-0" EL 1'-11"C.J.C.J.C.J.C.J.FD FD T/SLAB 3'-3 3/4" FD T/SLAB 1'-0" T/SLAB 5'-4 5/16" T/SLAB 1'-7"T/SLAB 1'-4 3/4"T/SLAB 2'-10 3/4" SLOPE DN C.J.C.J.C.J.C.J.SLAB ON GRADE PLAN NOTES: 1. PROJECT ELEVATION 0'-0" = USGS 833.50". 2. SEE PLAN FOR TOP OF SLAB ON GRADE ELEVATION. 3. SLAB ON GRADE CONSTRUCTION: 5" THICK SLAB ON GRADE WITH SYNTHETIC FIBER REINFORCEMENT. SEE DRAWING S330 FOR TYPICAL SLAB ON GRADE DETAILS. 4. SEE S000 SERIES DRAWINGS FOR GENERAL NOTES, CONCRETE SCHEDULES, DESIGN INFORMATION, AND LOADING CRITERIA. 5. SEE DRAWING S320 FOR TYPICAL WALL DETAILS. 6. SEE DRAWINGS S340 AND S341 FOR TYPICAL CAST-IN-PLACE COLUMN SCHEDULE AND DETAILS. 7. SEE DRAWING S400 FOR TYPICAL CMU WALL DETAILS. 8. SEE DRAWING S500 FOR STRUCTURAL STEEL COLUMN BASE PLATE AND ANCHOR ROD DETAILS. WCJ TW LE CJ FD INDICATES WALL CONTROL JOINT. INDICATES TOP OF WALL ELEVATION. INDICATES TOP OF LEDGE ELEVATION. INDICATES CONTROL JOINT. SEE DRAWING S330 FOR TYPICAL DETAIL. INDICATES COLUMN ISOLATION JOINT. SEE S330 FOR TYPICAL DETAIL. INDICATES AREAS WITHOUT SLAB. INDICATES FLOOR DRAIN. SEE DRAWING S330 FOR TYPICAL DETAIL. INDICATES MASONRY WALL. SEE ARCHITECTURAL DRAWINGS FOR LOCATIONS. PROVIDE THICKENED SLAB UNDER MASONRY WALLS NOT SUPPORTED BY A FOOTING. SEE 6/S330 FOR TYPICAL DETAIL. INDICATES STEP IN SLAB. SEE 5/S330 FOR TYPICAL DETAIL. LEGEND11. SEE ARCHITECTURAL DRAWINGS FOR INFORMATION REGARDING LOCATIONS OF STEEL PIPE BOLLARDS. SEE 11/S330 FOR REQUIREMENTS. 12. PENETRATING CONCRETE DECK SEALER: APPLY TO TOP SURFACE OF ALL ELEVATED SLABS WITHIN PARKING GARAGE IN ACCORDANCE WITH SPECIFICATION, DECK WATERPROOFING OF THE PROJECT MANUAL. 13. AT LOCATIONS OF DRAINAGE WASH WORKPOINT ELEVATIONS ARE INDICATED, SEE DETAIL THIS SHEET. 3'-0"2"ELEVATIONS AT DRAINAGE WASH WORKPOINT ELEVATION EL 0'-0" EL 12' -6" EL 23' -0" EL 33' -6" ISOMETRIC 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 2:18:17 PMS101 SLAB ON GRADE PLANTHE CONCOURSE22020 550 Monon BlvdCarmel, IN 4603202/03/2023 TWL JDWNOT FORCONSTRUCTIONNORTHSCALE: 3/32" = 1'-0" SLAB ON GRADE PLAN Revision ID Transmittal Set Date Transmittal Set Name