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HomeMy WebLinkAboutS302 - FOUNDATION SECTIONSG1 1'-0"9'-6" 10'-6"8" COLUMN FOOTING PER PLAN TOP OF SLAB EL -0'-6", VERIFY WITH LIFT PROVIDER 8" #5 AT 8" #5 AT 12" MAT FOUNDATION AND REINFORCING SEE S303 2'-0"SLAB ON GRADE PER PLAN #4 AT 12" 3'-6"(2) -#4 SLAB ON GRADE PER PLAN 2'-0"#4 AT 12" (2) -#4 G1 SLAB ON GRADE 0'-0" 5 4"10"8"4"5"1'-7"3'-0"#4 AT 12"3'-6" SLAB ON GRADE PER PLAN SLAB ON GRADE PER PLAN #4 AT 12" (2) -#4 #4 AT 12"2'-0"(2) -#4 #4 AT 12"3'-6" MAT REINFORCING PER PLAN -SEE S303 G1 SLAB ON GRADE 0'-0" 5 4"1'-6"4" 8"5'-4 5/16"5"1'-7"3'-0"8" CMU WALL #5 DOWELS, SEE S400 SHEAR WALL REINFORCING PER SCHEDULE #5 AT 12" #5 AT 12" EAST FACE OF SHEAR WALL REINFORCING TO BE DEVELOPED INTO THICKENED WALL SECTION 2'-6"2'-6"LAP SPLICECLASS BSEE 1/S303 FOR MAT FNDN DETAILS #5 AT 8" (4) -#3 CONT. (2) #3 TIES AT 48" #5 AT 8" TYP 1 1/2" CLR SLAB ON GRADE 0'-0" GA.9 8" 1'-2" BRICK CLADDING, SEE ARCH DWGS SITE SLAB, SEE CIVIL DWGS SLAB ON GRADE PER PLAN SEE 1/S303 FOR MAT FNDN DETAILS LE 4'-8" REINFORCING PER SHEAR WALL SCHEDULE REINFORCING PER SHEAR WALL SCHEDULE 2'-6"1 1/2" CLR #4 AT 12" #4 AT 12" #6 DOWELS AT 12"#4 DOWELS AT 12" 0.1 1'-0" MIN2'-0"1'-8"1'-8"1'-8" 5'-0"3" CLR10"10" #3 TIES AT 48" #4 AT 12" #4 AT 12" (6) -#5 #5 AT 12" SEE SITE PLAN FOR GRADE ELEV. 4 EQ TREADS = 3'-8" 3/4" NOSE SLAB ON GRADE PER PLAN SLAB ON GRADE PER PLAN #4 DOWELS AT 12" #4 DOWELS AT 12" #4 AT 12" #4 AT 12"CLR2"4 EQ RISERS = 2'-0"1'-0"3 EQ TREADS = 2'-9"3 EQ RISERS1'-0"3/4" NOSESLAB ON GRADE PER PLAN #4 DOWELS AT 12" SLAB ON GRADE PER PLAN #4 DOWELS AT 12" #4 AT 12" #4 AT 12"CLR2"SLAB ON GRADE 0'-0" A0.8A FUTURE SLAB ON GRADE #4 AT 12" CONT. #4 1'-0"2'-0"3"1'-2"9" (1) -#4 EA SIDE (3) -#6 TOP & BOT #4 TIES AT 12" BUMPOUT BEYOND 8"9" SLAB ON GRADE 0'-0" TW PER PLAN TW PER PLAN LE PER PLAN #5 AT 8" 2" CLR #5 AT 12" #5 DOWELS AT 8" 2" CLR #4 AT 12" #4 AT 12" #4 DOWELS AT 12" SITE SLAB PER CIVIL G1 SLAB ON GRADE 0'-0" 4"4'-6 1/2"8 EQ TREADS = 7'-4"9 EQ RISERS = 4'-8 5/16"9 S302 6"3/4" TYP 6"#4 AT 9" (3) -#5 #5 AT 12" (6) -#4 #4 AT 9"(6) - #4 3" CLR6"3" CLRGC SLAB ON GRADE 0'-0" 8 S302 SEE S201 FOR MAT REINFORCEMENT 1'-4"4'-9"6"4'-2 5/16"CLR 5 1/2" #4 AT 9" (6) - #9 CLR 5 1/2" #5 AT 8" #5 AT 12" #5 AT 8" #5 AT 12" 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 2:19:36 PMS302 FOUNDATION SECTIONSTHE CONCOURSE22020 550 Monon BlvdCarmel, IN 4603202/03/2023 Author JDWNOT FORCONSTRUCTIONSCALE: 3/4" = 1'-0"1 SECTION - LIFT PIT SCALE: 3/4" = 1'-0"2 SECTION SCALE: 3/4" = 1'-0"3 SECTION SCALE: 3/4" = 1'-0"4 SECTION SCALE: 3/4" = 1'-0"5 SECTION SCALE: 3/4" = 1'-0"11 SECTION SCALE: 3/4" = 1'-0"10 SECTION SCALE: 3/4" = 1'-0"6 SECTION - GRADE BEAM SCALE: 3/4" = 1'-0"7 SECTION SCALE: 1/2" = 1'-0"8 SECTION - NW GARAGE CIP STAIR SCALE: 1/2" = 1'-0"9 SECTION - NW GARAGE CIP STAIR Revision ID Transmittal Set Date Transmittal Set Name