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HomeMy WebLinkAboutS102 - SECOND LEVEL PODIUM PLAN12 12 5 5 4 421 3 3 B.2 C.3 D D.5 E F F H K L J M M 6 7 8 9 10 11 14 14 N 16 16 15 15 L.5 L.1 J.1 17 17 D.8 D.3 C D.1 B A 0.8A A.3 T/SLAB 16'-5" T/SLAB 17'-6" T/SLAB 17'-6" 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"14'-0 3/4"7"21'-9"10'-7"5'-7 1/2"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"8'-0"2'-6"6"22'-0 1/4"12'-7 3/4"2'-0"21'-9"10'-7"5'-7 1/2"20'-11 1/2"15'-1"22'-8"18'-10"10'-10"12'-8"9'-8 1/4"6'-4 3/4"14'-9 1/2"7'-3"10'-5"12'-4"22'-0"1'-2 3/4"6"11'-9"17'-4 1/2"10'-0" T/SLAB 16'-6" T/SLAB 16'-6" D.2 13 13PB102 (48"x26")PB103 (48"x26")PB102 (48"x26")PB102 (48"x26")PB102 (48"x26")PB102 (48"x26")PB101 (48"x24")PB100 (48"x24")PB117 (48"x26")PB114 (48"x26") PB118 (48"x26")PB111 (48"x26") PB110 (48"x26")PB111 (48"x26") PB113 (48"x26")PB114 (48"x26") PB107 (42"x26")PB108 (42"x26") PB119 (42"x26")PB120 (42"x26") PB116 (39"x27")PB115 (39"x27") PB116 (39"x27")PB115 (39"x27") 4.6 13.8 D.7 3 3/4" 1'-3 1/4" 1'-6" 12" PT SLAB 12" PT SLAB14" PT SLAB12" PT SLABPB105 (48"x26")14" PT SLAB6"6"6"6'-11 1/4"1'-0"1'-9 1/4"3 5/8"1'-2 3/8"1'-2 3/8"6"6 1/2"6"6"1'-0"1'-2 7/8"1'-5 3/4"5'-7 1/4"2 S200 5 S358 6 S358 10'-10 3/4"13'-5 1/2"10'-10 3/4"PB106 (48"x26")PB104 (48"x26")PB109 (48"x26") PB112 (48"x26")PB123 (36"x24")2 S358 1 S358 1 S358 ● 13 S358 ● 3 S358 4 S358 6 S358 ● 7 S358 7 S358 ● 5 S358 ● 8 S358 13 S358 ● 13 S358 ● 2'-3" 3'-5 1/4"6'-2 1/4" 10 S358 7'-0 1/4"10'-10"11'-9"1'-2 3/8"2'-0"5'-1 1/2"1'-11 5/8" 9'-1 1/4"6 1/2"1'-3"1'-3"1'-3"6 1/2"1'-3"5 1/4"5'-4 1/4"8 1/4" 1'-5 5/8"2'-3 1/2"3'-3 3/4"5'-7 1/4"10'-3 3/8"7 5/8" 1'-1" 6 1/2" 1'-2" 4'-8"1'-7"6'-6 1/2"1'-8 3/4"2'-9 1/2"1'-8 1/2"1'-8 1/2"9 3/4"1'-2 1/8"6'-8 1/8"6 1/2" 1'-2" 4'-8"1'-7"1'-10"7'-10 1/4"4'-10 7/8"2'-8 5/8"14'-2 5/8"1'-10 3/4"2'-3 1/4"6'-2 1/4" T Y P 1'-0" R 7'-11 7/8"1'-7 1/2"6 5/8"1'-6 5/8"7'-4 1/4"1'-6 5/8"6 5/8"2'-5 3/8"2'-2 1/8"1'-7 5/8"2'-3 1/4"28'-4 1/2"3'-11 1/4"13.91'-9"8'-7 1/2"3'-3 7/8" 1'-0" 7" 9'-3 5/8" 14 S358 ● 14 S358 ● 14 S358 ● TYP TYP 9 S358 11 S358 9'-10 5/8"1'-10"6"1'-5 5/8" 5 1/4"5'-4 1/4"8 1/2"1'-0"6'-11 1/4"5 1/4"5'-4 1/4" 1'-9 1/4"3 5/8" 5 1/4"5'-4 1/4" 8 1/4" 1'-3 7/8"6'-11 1/4"1'-0"1'-0"12 S358 11 7/8"2'-7 5/8" 1'-0" JT, TYP 2" EXP 1'-11 5/8"9'-1 1/4"2'-0"5'-1 1/2"10'-3 1/8" 2'-7 5/8"19'-6 3/4"11'-3 3/4"1'-8" 10'-9 5/8"4'-6 3/4" 2'-4"3'-6 3/4"2'-1 1/4"6"1'-7 1/4"1'-8 1/2" PB121 (36"x26")PB122 (36"x26") E.6 3'-0"2'-9"3'-0"2'-9"14" PT SLAB 12" PT SLAB 10'-0 3/4"2'-0"22'-8"25'-6 1/4"22'-8"25'-6 1/4"22'-8"22'-9 1/2"7'-5 1/2" 5 S358 ● 11 3/8" 3/4" 3'-6 5/8"TYP5 1/4"1'-11 7/8"6 1/4"1'-2 1/2"2'-9 1/4"14" SLAB 14" SLAB 14" SLAB 5'-7 1/4"1'-5 3/4"8'-7"9'-8 5/8" 15 S356 ● 15 S356 ● TYP 15 S356 ● 15 S356 ● TYP 14 S351 ●TYP 9'-7 5/8" 13 S358 14 S358 SIM EP1, ROTATED 90° EP1, ROTATED 90° NOTE 11NOTE 11 1'-2 3/8"1'-2 3/8"1'-8 7/8" 1'-7"9 1/4"A.1 9 S354 9 S354 ● 9 S354 ● 9 S354 ● 9 S354 ● 9 S354 ● 9 S354 ● 15 S358 9 S354 ● 9 S354 ● CLADDING 6 / S520 CLADDING 1 / S520 CLADDING3 / S520CLADDING1 / S521CLADDING 5 / S520 9 S354 ● SIM SIM CLADDING 4 / S520 CLADDING 2 / S520CLADDING2 / S5213'-4" 16"x16" REINF. BLOCKOUT 3'-4" 16"x16" REINF. BLOCKOUT 6'-8 7/8"4'-1" 3'-2 3/8" 10'-11 3/4" 6'-8 7/8"4'-1" 3'-2 3/8" 10'-11 3/4" PROVIDE #5x6'-0" DOWEL AT EACH CORNER (3'-0" EMBED) CAST INTO WALL BELOW; TYP ALL CMU SHAFT WALLS 9'-3 5/8"1'-7 1/4"1'-9"2'-8 1/2"3'-5 7/8"2'-8 1/4"3'-5 7/8"2'-8 1/4"CONCRETE FRAMING PLAN NOTES: 1. PROJECT ELEVATION 0'-0" = USGS 833.50'. 2. TOP OF FLOOR ELEVATION PER PLAN. 3. FLOOR FRAMING SYSTEM: POST-TENSIONED ONE-WAY SLABS: 12" THICK UNLESS OTHERWISE NOTED. SEE S110 SERIES DRAWINGS FOR REINFORCING PLANS. SEE S356 SERIES DRAWINGS FOR ONE- WAY POST-TENSIONED SLAB DETAILS. 4. SEE S000 SERIES DRAWINGS FOR GENERAL NOTES, DESIGN CRITERIA, FLOOR LOAD CAPACITIES AND CONCRETE SCHEDULE. 5. SEE DRAWING S320 FOR TYPICAL CAST-IN-PLACE CONCRETE WALL DETAILS. 6. SEE DRAWING S340 FOR TYPICAL CAST-IN-PLACE CONCRETE COLUMN DETAILS. 7. SEE S350 SERIES DRAWINGS FOR POST-TENSIONED CONCRETE SLAB DETAILS, BEAM SCHEDULES AND BEAM DETAILS. 8. SEE S360 SERIES DRAWINGS FOR POST-TENSIONED CONCRETE PARKING GARAGE DETAILS. INDICATES POST-TENSIONED CONCRETE BEAM MARK. SEE S360 SERIES DRAWINGS FOR SCHEDULE AND DETAILS. INDICATES REINFORCED CONCRETE BEAM MARK. SEE S3XX SERIES DRAWINGS FOR SCHEDULE AND DETAILS. INDICATES OPENING IN SLAB. COORDINATE DIMENSIONS WITH MEP CONTRACTOR AND PROVIDE ADDITIONAL REINFORCING AROUND OPENING IN ACCORDANCE WITH GENERAL NOTES AND TYPICAL DETAILS. INDICATES FLOOR DRAIN. SEE DRAWING S354 FOR TYPICAL DETAIL. SEE ARCHITECTURAL AND MEP DRAWINGS FOR LOCATIONS OF FLOOR DRAINS AND FOR SLAB DRAINAGE REQUIREMENTS ADJACENT TO THEM. INDICATES WALL CONTROL JOINT. SEE TYPICAL WALL CONTROL JOINT DETAIL ON S320. PROVIDE WCJ AT MID-SPAN OF EACH BUMPER WALL UNLESS NOTED OTHERWISE. INDICATES EMBEDDED PLATE MARK. SEE DRAWINGS S360 AND S500 FOR DETAILS. INDICATES HORIZONTAL SLEEVE THROUGH BEAM. SEE S350 SERIES DRAWINGS FOR TYPICAL DETAILS. INDICATES AREA OF TWO-WAY POST-TENSIONED SLAB. PBX BX FD WCJ EPX LEGEND 9. SEE DRAWING S400 FOR TYPICAL CMU WALL DETAILS. 10. SEE DRAWING S500 FOR TYPICAL STRUCTURAL STEEL DETAILS. 11. HSS10x10x5/16 ELEVATOR DIVIDER BEAM. TB = 17'-6" 12. NO CORE DRILLING OR SAWCUTTING OF THE POST-TENSIONED SLAB IS ALLOWED WITHOUT THE APPROVAL OF THE STRUCTURAL ENGINEER. POST-TENSION TENDON/REBAR LOCATIONS TO BE VERIFIED BY THE CONTRACTOR USING AN R-METER PRIOR TO ANY APPROVED DRILLING OR CUTTING. 13. PENETRATING CONCRETE DECK SEALER: APPLY TO TOP SURFACE OF SLABS WITHIN PARKING GARAGE IN ACCORDANCE WITH SPECIFICATION, DECK WATERPROOFING OF THE PROJECT MANUAL. 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 2:18:21 PMS102 SECOND LEVEL PODIUM PLANTHE CONCOURSE22020 550 Monon BlvdCarmel, IN 4603202/03/2023 TWL JDWNOT FORCONSTRUCTIONSCALE: 3/32" = 1'-0" SECOND LEVEL PLAN NORTHRevision ID Transmittal Set Date Transmittal Set Name