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Home My WebLink AboutS358 - CONCRETE PODIUM SECTIONS8 D.8 SECOND LEVEL 17'-6" 2 1"3"10"T/SLAB 17'-4"1"EQ EQ DRAIN SLEEVE; COORD WITH PLUMBING 2'-6" WALL PER ARCH REINFORCEMENT PER PLAN PT REINFORCING NOT SHOWN FOR CLARITY 1'-2" SECOND LEVEL 17'-6" M 5'-7 1/4"1'-5 3/4"8"3"1"1'-0 3/8"4'-6 7/8"1"11"WALL PER ARCH DRAIN SLEEVE; COORD WITH PLUMBING WALL PER ARCH 2'-6"REINFORCEMENT PER PLAN REINFORCEMENT PER PLAN REINFORCEMENT PER PLAN PT REINFORCING NOT SHOWN FOR CLARITY SECOND LEVEL 17'-6" M 1'-2"10"3"1"1'-2 1/2"2'-9 1/4" EQ EQ T/SLAB 17'-4 1/4"1"DRAIN SLEEVE; COORD WITH PLUMBING REINFORCEMENT PER PLAN REINFORCEMENT PER PLAN REINFORCEMENT PER PLAN 2'-6" PT REINFORCING NOT SHOWN FOR CLARITY SECOND LEVEL 17'-6" M 5'-7 1/4" 1'-0 3/8"2'-3 3/8"2'-3 1/2"9 1/2"1 1/2"1"1"REINFORCEMENT PER PLAN DRAIN SLEEVE; COORD WITH PLUMBING REINFORCEMENT PER PLAN REINFORCEMENT PER PLAN PT REINFORCING NOT SHOWN FOR CLARITY SECOND LEVEL 17'-6" L.1 2"10"1'-2"11 1/2"1'-9"1'-9"1"REINFORCING PER PLAN REINFORCING PER PLAN REINFORCING PER PLAN REINFORCING PER PLAN WALL PER ARCH PT REINFORCING NOT SHOWN FOR CLARITY SECOND LEVEL 17'-6" 13 1'-7"1'-0" PT SLAB PER PLAN PT SLAB PER PLAN #4 STIRRUPS AT 12" (4) - #8 T & B1'-2"1'-0"REINFORCEMENT PER PLAN REINFORCEMENT PER PLAN REINFORCEMENT PER PLAN REINFORCEMENT PER PLAN PT REINFORCING NOT SHOWN FOR CLARITY SECOND LEVEL 17'-6" 1'-9"1'-9"1'-0"1'-2"COLUMN BEYOND PT SLAB PER PLAN PT SLAB PER PLAN REINFORCEMENT PER PLAN REINFORCEMENT PER PLAN REINFORCEMENT PER PLAN PT REINFORCING NOT SHOWN FOR CLARITY SEE PT BEAM SCHEDULE FOR REQ'D REINFORCEMENT SEE PT BEAM SCHEDULE FOR REQ'D REINFORCEMENT SECOND LEVEL 17'-6" 13 1'-0"1'-0"2'-3 7/8"10"2"PT SLAB PER PLAN #4 STIRRUPS AT 12" (4) -#8 T & B; EXTEND TOP BARS 3'-0" BEYOND SLAB DEPRESSION REINFORCEMENT PER PLAN 1"REINFORCEMENT PER PLAN REINFORCEMENT PER PLAN REINFORCEMENT PER PLAN PT REINFORCING NOT SHOWN FOR CLARITY SECOND LEVEL 17'-6" 4 2 1/2"1 1/2"10"6'-2 1/4"3'-5 1/4"1"PT SLAB PER PLAN5 S501 ● (3) -#5 T & B PER PLAN #4 TIES AT 48" TO POSITION TOP BARS WALL PER ARCH SECOND LEVEL 17'-6" 13 PT SLAB PER PLAN #4 STIRRUPS AT 12" (3) - #8 T & B; EXTEND 10'-0" BEYOND GRIDLINE EACH END 1'-9 3/4"2'-0"REINFORCEMENT PER PLAN REINFORCEMENT PER PLAN REINFORCEMENT PER PLAN REINFORCEMENT PER PLAN1'-2"1'-1"SECOND LEVEL 17'-6" G8 8"4"8'-5 1/4"8" 15 S358 ● #5 x 8'-0" CENTERED OVER WALL REINFORCING PER PLAN REINFORCING PER PLAN REINFORCING PER PLAN 1'-0"SECOND LEVEL 17'-6" 4 11 3/8"2'-0 5/8"1'-6 7/8" BEAM PER PLAN PT SLAB PER PLAN 1"2"WALL PER ARCH 5 S501 ● SEE PT BEAM SCHEDULE FOR REQ'D REINFORCEMENT SEE PT BEAM SCHEDULE FOR REQ'D REINFORCEMENT REINFORCING PER PLAN REINFORCING PER PLAN PT REINFORCING NOT SHOWN FOR CLARITY SECOND LEVEL 17'-6" 1617 3 1/4"5'-4 1/4"5 1/4"8"3"1"1"EQ EQ T/SLAB 17'-4" WALL PER ARCH DRAIN SLEEVE; COORD WITH PLUMBING REINFORCEMENT PER PLAN REINFORCEMENT PER PLAN SECOND LEVEL 17'-6" D.3 1'-3"2'-0" PLAN SEE 2"11"1'-2"1"BEAM PER PLAN SEE PT BEAM SCHEDULE FOR REQ'D REINFORCEMENT SEE PT BEAM SCHEDULE FOR REQ'D REINFORCEMENT REINFORCEMENT PER PLAN REINFORCEMENT PER PLAN REINFORCEMENT PER PLAN REINFORCEMENT PER PLAN SECOND LEVEL 17'-6" G7.6 3" DIA. SLEEVE CENTERED ON BAR AT PLACEMENT; GROUT SOLID AFTER POST TENSIONING BONDBREAKER #4 AT 12"; STAGGER VERTICAL BARS #3 TIES AT 48" EL 9'-4 1/2" CMU PER ARCH. 8" 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 2:20:06 PMS358 CONCRETE PODIUM SECTIONSTHE CONCOURSE22020 550 Monon BlvdCarmel, IN 4603202/03/2023 Author JDWNOT FORCONSTRUCTIONSCALE: 3/4" = 1'-0"1 SECTION - CORNER BALCONY SCALE: 3/4" = 1'-0"2 SECTION - BALCONY SCALE: 3/4" = 1'-0"3 SECTION - BALCONY SCALE: 3/4" = 1'-0"4 SECTION - BALCONY SCALE: 3/4" = 1'-0"5 SECTION - BALCONY SCALE: 3/4" = 1'-0"6 SECTION SCALE: 3/4" = 1'-0"7 SECTION SCALE: 3/4" = 1'-0"8 SECTION SCALE: 3/4" = 1'-0"9 SECTION - BALCONY SCALE: 3/4" = 1'-0"10 SECTION SCALE: 3/4" = 1'-0"11 SECTION SCALE: 3/4" = 1'-0"12 SECTION - BALCONY SCALE: 3/4" = 1'-0"13 SECTION - CORNER BALCONY SCALE: 3/4" = 1'-0"14 SECTION SCALE: 3/4" = 1'-0"15 SECTION Revision ID Transmittal Set Date Transmittal Set Name