HomeMy WebLinkAboutS100 - FOUNDATION PLANFSFSFS FS FSFSFSFSFSFS FSFSFSFS FS FSFS FSFSFSFS FS GA GB GC G1 G4 G5 G8 GE G3 G7.5 GH GJ GG 12 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 G7G2 A.3 D.2 13 13 4.6 13.8 D.7 11'-9"17'-4 1/2"10'-0" 2'-2"3" 18'-11 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"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"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"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"4'-1 1/2"CL 30"x30" COLUMNS CL 30"x30" COLUMNS 8'-6"8'-6" GF 6"25'-6"23'-11 1/2"57'-8 1/2"19'-11 3/4"13'-8"18'-6"8 1/2"9'-5 1/4"G6 9 S301 G2.3 G6.7 6F8x8.5 TF -2'-0" 6F8x8.5 TF -2'-0" 6F8x8.5 TF -2'-0" 6F8x8.5 TF -2'-0" 6F8x8.5 TF -2'-0" 6F8x8.5 TF -2'-0" 6F8x8.5 TF -2'-0" 6F8 TF -4'-6" 6F8 TF -2'-0" 6F8 TF -2'-0" 6F8 TF -4'-6" 6F14 TF -2'-0" 6F14 TF -4'-6" 6F14 TF -4'-6" 6F14 TF -3'-0" 6F14 TF -2'-0" 6F14 TF -2'-0" 6F12 TF -2'-0" 6F12 TF -2'-0" 6F12 TF -2'-0" 6F12 TF -2'-0" 6F10 TF -4'-0" 6F10 TF -2'-0" 6F10 TF -3'-6" 6F10 TF -5'-6" 6F5 TF 3'-0" 6F5 TF 3'-0" 6F5 TF 3'-0" 6F5 TF -2'-0" 6F5 TF 2'-0" 6F5 TF -2'-0" 6F5 TF -2'-0" 6F6 TF -2'-0" 6F5 TF -2'-0" 6F5 TF -2'-0" 6F5 TF -2'-0" 6F5 TF -2'-0" 6F5 TF -2'-0" 6F5 TF -2'-0" 6F6 TF 3'-0" 6F6 TF 3'-0" 6F6 TF -2'-0" 6F8 TF -2'-0" 6F6 TF -2'-0" 6F7 TF 3'-0" 6F7 TF 3'-0" 6F7 TF 2'-0" 6F7 TF -2'-0" 6F7 TF -2'-0" 6F7 TF -2'-0" 6F7 TF -2'-0" 6F8 TF 3'-0" 6F8 TF 3'-0" 6F8 TF -2'-0" 6F8 TF -2'-0" 6F8 TF 1'-0" 6F8 TF -0'-6" 6F8 TF -5'-6" 6F8 TF -1'-6" 6F7 TF -2'-0" 6F8 TF -2'-0" 6F8 TF -2'-0" 6F8 TF -2'-0" 6F8 TF -2'-0" 6F9 TF 3'-0" 6F9 TF 2'-0" 6F8 TF 1'-0" 6F8 TF 0'-6" 6F8 TF 0'-0" 6F9 TF -1'-6" 6F8 TF -2'-0" 6F8 TF -5'-6" 6F8 TF -5'-6" 6F9 TF -2'-0" 6F9 TF -2'-0" 6F9 TF -2'-0" 6F9 TF -2'-0" 6F10 TF 3'-0" 6F8 TF -5'-0"6F9 TF -4'-0" 6F9 TF -2'-0" 6F9 TF -3'-6" 6F9 TF -5'-6" 6F10 TF -5'-6" 6F9 TF -2'-0" 6F9 TF -2'-0" 6F10 TF -2'-0" 6F11 TF -5'-0" 6F10 TF -2'-0" 6F10 TF -2'-0" 6F9 TF -2'-0" 6F10 TF -2'-0" 7 S301 TF -1'-0"TF -0'-4" G.9A 4"1'-8" 1'-1 5/8" 8" 8"8" 11 5/8" TF 2'-0" TF 3'-0" TF 3'-0" TF 3'-0" TF 3'-0" TF 3'-0" TF 0'-6"TF 0'-6"TF 0'-0" TF 0'-0"1'-1 1/2"14'-2 3/4"17'-4 1/2"1'-0" 10 S300 ●1'-2"8" 8" 8" 1'-1" 10 S300 ●TYP1'-7 3/4"TYP1'-7 3/4"1'-8"7'-4 1/8"1'-3 5/8"5'-0 3/8"1'-3 5/8"4'-0 3/8"7'-7 1/4"5'-2 3/4"1'-3 5/8"8'-4 1/4"8'-6 1/8"1'-3 5/8"5'-0 3/8"1'-3 5/8"7'-4 1/4"2'-0"1'-7 7/8"1'-7 3/4"2'-3 5/8"2'-4"9 7/8"2'-5 3/4"2'-0"3'-3 7/8"1'-7 3/4"14'-10 7/8"1'-2 3/4" 8 3/8"2'-5 1/8"5'-11 3/8"7'-7"6'-0 5/8"5'-8"5'-4 3/8"5'-7 5/8"5'-4 3/8"5'-7 7/8"6'-0 1/8"7'-7 5/8"5'-10 1/2"2'-9 5/16"1 S200 TF -2'-0" TF -4'-6"TF -4'-6" TF -2'-0" TF -2'-0" TF -2'-0" 1 S301 ● TF -2'-0"1'-1"3'-5"8"5"4'-0"4'-4"1'-5"2'-9"4'-10"1'-7"2'-1"1'-11"1'-9"4'-4"1'-5"2'-9"1'-3"2"2'-0 1/2"1'-8 3/4" TYP 11 S300 ● 4 S301 ● TYP 9'-6"14'-6"TF -2'-6" TF -2'-0" TF -5'-0" TF -4'-0" 3 S301 3'-1 3/4"8'-5 1/4"3'-0 5/8"9'-7 3/8"2'-3 1/2"5'-0 3/8"2'-4"5'-7"1'-0 1/4"5'-0 3/8"1'-0 1/4"5'-7"8"15'-0 3/4"8"3'-2 1/4"2'-4 3/4"1'-0 3/4"5'-0 3/8"1'-0 1/4"5'-7"2'-4"5'-0 3/8"2'-3 1/4"7'-1 1/4"3'-0 7/8"10'-1 1/4"3'-0 7/8"7'-1 1/4"2'-3 1/4"5'-0 3/8"2'-4"5'-7"1'-0 1/4"5'-0 3/8"1'-0 3/4"5'-7"8"15'-0 3/4"8"5'-7"1'-0 1/4"5'-0 3/8"1'-0 1/4"5'-7"2'-4"5'-0 3/8"2'-3 1/2"9'-7 3/8"3'-0 5/8"8'-5 1/4"3'-1 3/4"1'-2" 1'-10" 1'-5" 1'-2" 6 5/8" 6'-9 3/4" 1'-9" 1'-5" 1'-2" 1'-1"1'-2" 8" 1'-10"1'-4"4"26'-8"5'-4 3/8"6'-11 5/8"7'-8 3/8"13'-9 3/8"1'-6" 1'-4"1'-4" 5'-2 3/4"1'-4" 1'-4" 1'-4"22'-8"1'-4" 1'-4" 1'-4"17'-6 1/4"1'-4" 1'-4" 1'-4"22'-8"1'-4" 1'-4" 1'-4"18'-10 1/4" 1'-4" 1'-4"22'-9 1/2"1'-4" 1'-4" 1'-6 3/8"9'-6 7/8"5'-7 1/8" 1'-7 3/4"1'-4"1'-4" 17'-0 1/8" 3'-8 1/8" 1'-4" 1'-4"1'-5 1/2" 9'-1 5/8" 2'-3 1/8" 8'-0 7/8" 2'-3 1/8" 8'-0 7/8" 1'-2"3'-0 1/2" 8'-4 1/4"3'-2 1/2" 1'-1"1'-2" 1'-2"6 3/4" 1'-2" 1'-5" 1'-9" 1'-4" 1'-2" 1'-10" 1'-5"1'-4"1'-2"3 5/8" 1'-10" 1'-0" 8" 1'-0"1'-4"1'-4"1'-4"2'-5 3/4"1'-2"3 5/8"1'-2"1'-0" 8" 1'-0"1'-0"8"1'-0"10'-0"19'-0 3/4"12'-9 3/4" TM -5'-0" TF -2'-0" TF -5'-0" TM -2'-0" 1'-3"1'-2 3/4" TYP 1'-7" TYP 1'-0"1'-2 3/4"5'-1"1'-3"1'-3"1'-2 5/8" 6 1/2" 1'-7" 6 1/2" 1'-0" 8 1/2" TYP 1'-3" 8 1/2" 6 1/2" 1'-7" 6 1/2" 1'-0"1'-3"1'-3"1'-3"2'-4 1/2"2'-1"12'-4"3'-1 7/8"5'-6 7/8"4'-8 1/8"8"22'-6 1/8"8"1'-3"2 1/2"1'-1 1/2"8 1/2"1'-3"8 1/2"1'-4" 6 1/2" 1'-7"6 1/2" 8"1'-6"6 1/2" 1'-5" 6 1/2"6 1/2" TYP1'-7"6 1/2"TYP1'-8 7/8"5"1'-5" 2 7/8"1'-0"7'-7"2'-7 5/8"7 1/2"1'-5"7 1/2"1'-4"1'-2 5/8" 8 3/8"9"5 1/2"8" TYP 9"1'-2"9"6'-9 3/4"5" TYP2'-3 1/4"9"1'-2"9" TYP1'-5" TYP1'-0"8"1'-0"TM -5'-6" 3 S201 G1.5 G7.6 2 S201 1 S201 4 S201 GA.9 5'-2" 8" 2'-2" 1'-2"1'-6"8"4'-0"1'-0"6 S3015 S301 2'-1"1'-7"4'-10"1'-11"GI G7.9G1.1 8 S301 5'-0" 8" 2'-2" 1'-2" 8" 1'-2" 10 S301 2'-2" 8" 1'-2" TF -2'-0" 2 S301 ● 8" 2'-5 5/8"1'-1 3/4" TYP 1" 1'-2"10'-0"33'-4" 1'-3 3/4" 8'-8 7/8" 2'-3 3/8" 8'-8 3/8" 2'-3 5/8" 9'-11 3/4" 3'-0 1/2" 8'-5" 9" 2'-4 3/4"3" TYP1'-2"9"2"3"7 1/2"1'-3"7 1/2"2'-4"11 S302 6 1/2"9 1/2" TF -3'-0" 4'-6" 1'-0" 2'-0"2'-0"8"3'-0"9 7/8"3'-8 1/8" TF 0'-6" TF 2'-0"10"10"TF 1'-0" 5'-4 5/8" 11" 8" 11"16'-1 7/8"3'-4 1/4"7'-2 3/8"1'-6 5/8"1 1/8"5 3/8"1'-1"4"9'-0"8"1'-0" TF -2'-0"TF -3'-6" TF -5'-6" 1'-2 5/8" 1'-2 1/4"4'-5"4 S301 ● 13.9 9'-11 63/256" 9'-9 5/8" 6F24x17 TF -2'-0" 2'-4 3/4" 1'-10"1'-10"1'-10"1'-10"1'-10"1'-10"1'-1" 1'-1"1'-4 3/4"1'-0"E.6 TF -5'-0" TF 2'-0" TF -1'-0" TF -1'-6"TF -1'-6" TF -2'-0" 2'-0" 2'-0" 1'-2 1/4" 1'-10" 2'-0" 2'-0" 1'-2 1/4" 7 S302 TF 0'-0" TF 2'-0" 6 S302 13.1 HSS5x5x1/4 BP4 / AR2 A.1 7 S300 ● 9 S300 ●TYP AT DOORS 7 S300 ● TYP 8 S300 ● 7 S300 ● 9 S300 ●TYP AT DOORS TYP 9 S300 ● 7 S300 ● TYP 8 S300 ● 9 S300 ● TYP AT DOORS 7 S300 ● 9 S300 ● 7 S300 ●TYP 7 S300 ● TYP 9 S300 ● 9 S300 ● TYP CA CA CACA CA CA CA CA CA CA CA CA CA CA CACA CA CA CA CA CA CA CA CA CA CA CA CA CA CB CB CB CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CA CB CB CB CA CA CA CA CA CA CA CA CA CACA CA CA CA CA CA CA 1'-7"1'-4" FOUNDATION PLAN NOTES: 1. PROJECT ELEVATION 0'-0" = USGS 833.50". 2. SEE S000 SERIES DRAWINGS FOR GENERAL NOTES, CONCRETE SCHEDULES, DESIGN INFORMATION, AND LOADING CRITERIA. 3. SEE DRAWING S300 FOR TYPICAL FOUNDATION DETAILS. 4. SEE DRAWING S300 FOR TYPICAL PIER DETAILS. 5. SEE DRAWING S320 FOR TYPICAL WALL DETAILS. 6. SEE DRAWING S340 AND S341 FOR TYPICAL CAST-IN-PLACE GARAGE 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. BFX TF FS WCJ INDICATES FOOTING MARK. "B" INDICATES REQUIRED BEARING CAPACITY IN KSF AND FX INDICATES FOOTING MARK. INDICATES TOP OF FOOTING ELEVATION. INDICATES FOOTING STEP. INDICATES WALL CONTROL JOINT. INDICATES ANCHOR ROD TYPE. SEE S500 FOR DETAILS. INDICATES BASE PLATE TYPE. SEE S500 FOR DETAILS. INDICATES PIER MARK. SEE S300 SERIES FOR DETAILS. INDICATES COLUMN MARK. SEE S340 FOR DETAILS. LEGEND BPX ARX PX CX 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 2:18:13 PMS100 FOUNDATION PLANTHE CONCOURSE22020 550 Monon BlvdCarmel, IN 4603202/03/2023 TWL JDWNOT FORCONSTRUCTIONNORTHSCALE: 3/32" = 1'-0" FOUNDATION PLAN Revision ID Transmittal Set Date Transmittal Set Name