Loading...
HomeMy WebLinkAboutS301 - TYPICAL FOUNDATION DETAILS - GARAGEG.9A G.9A G.9A G.9A SEE PLAN SEE PLAN SEE PLAN 1'-0"1"1'-6"BEAM PER PLAN 5"8"SLAB ON GRADE PER PLAN #4 AT 12" (2) -#4 CONT. #5 AT 12" #5 AT 12" #3 TIES AT 48" VERT. AND HORIZ.3" CLR#5 AT 9" #5 AT 12" (6) -#5 TOP AND BOTTOMTYPE II LAP3'-6" #7 AT 12" SLAB ON GRADE PER PLAN 8"JEENE 25W SEALING JOINT 3'-8"VARIES2"3'-0" SEE PLAN SEE PLAN SEE PLAN RAMP SLAB 1'-6"SEE PLAN2"5"3'-0" #5 AT 6" #5 AT 12" 2" CLR 1/2" JOINT FILLER AND SEALANT, TYP #5 AT 12"#5 AT 12" TERMINATE END OF WALL 1" SHORT OF COLUMN FACE FOR ENTIRE HEIGHT OF WALL. SEAL JOINTS BETWEEN WALL AND COLUMNS FROM LOWER SLAB TO UPPER SLABS.2" CLR(3) -#5 COLUMN BEYOND 3/4" CHAMFER, TYP SEE PLANSEE PLAN 8"SEE PLAN SEE PLAN 1'-0"PLANSEE2"5"3'-0" #5 AT 8" #5 AT 12" 1/2" JOINT FILLER AND SEALANT, TYP #5 AT 12"#5 AT 12" TERMINATE END OF WALL 1" SHORT OF COLUMN FACE FOR ENTIRE HEIGHT OF WALL.2" CLR#5 AT 12" 5 1/2" CLR COLUMN BEYOND 3" CLRCMU WALL, SEE ARCH DWGS #5 AT 8" DOWELS 5"1/2" JOINT FILLER AND SEALANT SLAB ON GRADE PER PLAN T/WALL TO MATCH TOP OF SLAB ON GRADE CLASS B LAP SPLICECLASS B LAP SPLICEPRECAST PANEL, SEE ARCH DWGS 6'-0"1'-6"SEE PLAN SEE PLAN SEE PLAN 1'-3"2" #5 AT 9" #5 AT 12" #5 AT 9" #5 AT 12" TYP 2" CLR 3" CLR2" CLRCLASS B LAP SPLICE#5 AT 12 #5 AT 12 SLAB ON GRADE PER PLAN BOND BREAKER 6"2" PRECAST PANEL, SEE ARCH DWGS 5'-0"1'-6"SEE PLAN SEE PLAN SEE PLAN 3" CLR2" CLRTYP 2" CLR SITE SLAB, SEE CIVIL DWGS RAMP SLAB PER PLAN #5 AT 9" #5 AT 12" #5 AT 9" #5 AT 12"CLASS B LAP SPLICE#5 AT 12 #5 AT 12 BOND BREAKER 3'-8"PRECAST PANEL, SEE ARCH DWGS TYP 2" CLR SITE SLAB, SEE CIVIL DWGS SLAB PER PLAN #5 AT 9" #5 AT 12" #5 AT 9" #5 AT 12"CLASS B LAP SPLICE1'-6"5'-0"3" CLR2" CLR#5 AT 12 #5 AT 12 BOND BREAKER 2" SEE PLAN SEE PLAN SEE PLAN #5 AT 12 #5 AT 12 PRECAST PANEL, SEE ARCH DWGS SITE SLAB, SEE CIVIL DWGS SLAB PER PLAN #5 AT 9" #5 AT 12" #5 AT 9" #5 AT 12" BOND BREAKER 2"CLASS B LAP SPLICE4'-0"1'-6"2" CLR3" CLRSEE PLAN SEE PLAN SEE PLAN 0.7A 3" CLR2" CLRSEE PLAN SEE PLAN SEE PLAN SITE SLAB, SEE CIVIL DWGS SITE SLAB, SEE CIVIL DWGS T/FOOTING SEE PLAN 1'-6"#X AT X"#5 AT 12" T/WALL, SEE PLAN CLASS B LAP SPLICE1'-7 3/4" #5 AT 8" #5 AT 12" 2" CLR 1/2" JOINT FILLER AND SEALANT, TYP GARAGE SLAB ON GRADE PER PLAN SLAB ON GRADE PER PLAN CMU WALL SEE ARCHITECTURAL DRAWINGS #5 AT 8" TYP AT CMU WALLS #5 AT 12" #5 AT 8" 5'-4 5/16"SEE PLAN1'-0"#4 AT 12" (3)-#53" CLRCLASS BLAP SPLICESEE PLAN SEE PLAN SEE PLAN SLAB ON GRADE PER PLAN FUTURE SLAB ON GRADE #4 AT 12" #4 AT 12" #4 AT 12"#4 AT 12"1'-0"SEE PLAN SEE PLANSEE PLAN (2) - #4 2" CLR3" CLRCLASS B LAPSPLICE, TYPGARAGE SLAB ON GRADE PER PLAN SLAB ON GRADE PER PLAN #4 AT 12 #4 AT 12" 1/2" JOINT FILLER AND SEALANT, TYP MAT FOUNDATION & REINFORCING PER PLAN NOTES: 1. 2" WASH APPLIES AROUND WALL EXCEPT FOR AT THE STAIRS (SEE PLAN FOR WASH LINE) 2. HANDRAIL TO BE COORDIANTED PER ARCHITECTURAL DRAWINGSCLASS B LAP SPLICE, TYPEQ EQ T/SLAB EL, SEE PLAN 4 T AT 0'-11" = 3'-8"4 EQ R = 1'-11"SLAB PER PLAN #4 DOWELS x 2'-0" AT 12" TYP 3/4" NOSE MAT FOUNDATION & REINFORCING PER PLAN #4x2'-0" DOWELS AT 12"CLR2" #4 AT 12" #4 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 2:19:33 PMS301 TYPICAL FOUNDATION DETAILS - GARAGETHE CONCOURSE22020 550 Monon BlvdCarmel, IN 4603202/03/2023 TWL JDWNOT FORCONSTRUCTIONSCALE: 3/4" = 1'-0"1 TYPICAL RAMP RETAINING WALL AT BEAM SCALE: 3/4" = 1'-0"2 TYPICAL RAMP INTERIOR RETAINING WALL SCALE: 3/4" = 1'-0"4 SECTION SCALE: 3/4" = 1'-0"3 SECTION SCALE: 3/4" = 1'-0"5 SECTION 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 SCALE: 3/4" = 1'-0"10 SECTION SCALE: 3/4" = 1'-0"11 TYP RETAINING WALL DETAIL AT ELEVATED SLAB ON GRADE NEAR STAIRS SCALE: 3/4" = 1'-0"12 SECTION Revision ID Transmittal Set Date Transmittal Set Name