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Home My WebLink AboutS101B - FOUNDATION PLAN - AREA BxK xK H.9 H.9 xJ xJ xJ.5 xJ.5 xJ.1 xJ.1 xJ.2 xJ.2 xJ.3 xJ.3 xH.5 xH.5 xH xH xG.5 xG.5 xG xG xF.9 xF.9 x15x15 x14x14 1.71.7 x13x13 x12x12 13.913.9 x11x11 1313 CW12CW8 CW8CW8CW8F.8 F.8 G.1 G.1 G.8 G.8 G.9 G.9 H.3 H.3 H.4 H.4 H.6 H.6 XJ.4 XJ.4 14.9 14.9 13.1 13.1 12.212.2 11.511.5 SOG04P 6 S407 P32 P32 P32 P32 P32 P32 P32 P32 P32 P32 P32 P32 P32 P32 P32 P32 P32 P32 P32 P32 P32 P32 F9x15 F9 F9 F8 F8 F9 F9 F5 F8PG5 F7 F8F8 F8 F8 F8 F7 F7 F10PG7 F6BPG4 F8F8F8F8 CW12 F9 7' - 0 1/4"35' - 3 3/4"20' - 0"19' - 0"8' - 10" 37' - 4"25' - 0"27' - 10"33' - 10" 23' - 5"24' - 5" 42' - 4"23' - 5"24' - 5"33' - 10"31' - 8"27' - 4"26' - 0"20' - 5 1/2"16' - 2 1/2"C1C1C1C1C1C1C1C1C1C1C1C1C1C1C1C1C1C4C3C3C1C1C1C1C1C16 S103 CW8 CW8 MAT01CW8 CW8CW8 CW8 MAT01 T/P -14' - 2" T/ExCAP -19' - 9" T/ExMAT -33' - 5" T/ExSLAB -21' - 9" T/ExCAP -19' - 9" T/ExCAP -19' - 9" T/P -15' - 6" T/MAT -18' - 8 3/8" T/MAT -17' - 8 3/8" 7 S406 WF24CW16CW16WF24CW16WF24CW16 WF24 WF24 CW16 CW16 WF24 CW16 4 S407 2/ S501 MW8MW8 MW8WF24CW8T/F -19' - 9"CW8 CW8 CW8CW8CW8 CW8T/F -15' - 6"T/F -15' - 6"WF24WF24 EX CONC WALL5 S407 T/F -16' - 6"T/F -17' - 0"T/F -18' - 0" T/ExCAP -19' - 9" 1 S407 2 S407 S103 4 7 S407 CW10TYP S103 7 T/F -19' - 9" 5 S407 SIMFTG STEP FTG STEP T/F -18' - 0"T/F -18' - 0"T/F -19' - 6" T/F -16' - 6"CW16CW16 CW16T/F -17' - 2"T/F -17' - 2" T/F -15' - 6" T/F -17' - 5" T/F -18' - 6" T/F -15' - 6"T/F -15' - 6" T/F -15' - 6" WF24T/F -19' - 9"C2424 EXC2424 EXC2424 EXS104 3 T/SLAB -16' - 5 1/2" SOG04P SOG04P SOG04PT/W -13' - 10 3/4"T/W -14' - 2 3/8"T/W -14' - 2 3/8"T/W -14' - 2 3/8"T/W -14' - 2 3/8"T/W -13' - 8 3/8"T/W -13' - 8 3/8"T/W -13' - 8 3/8"T/W -13' - 8 3/8"T/W -13' - 8 3/8"T/W -16' - 5 1/2"T/W -16' - 5 1/2"CW8T/W -14' - 2 3/8"WF24T/F -19' - 9"8 S407 CW8 CW8 WF24 T/W -13' - 10 3/4"T/W -13' - 10 3/4" T/F -19' - 9" WF24 T/F -19' - 9" T/W -13' - 10 3/4" 9 S407 1/ S502T/W -13' - 10 3/4"T/W -13' - 8 3/8"CW8FUTURE SLAB BY TENANT FUTURE SLABS BY TENANT FUTURE SLABS BY TENANT STEP WALL STEP WALL STEP WALL STEP WALL EX C24 COL & CW16 WALL T/SLAB -13' - 8 3/8" T/SLAB -13' - 10 3/4" T/SLAB -13' - 10 3/4" T/SLAB -14' - 2 3/8" T/SLAB -14' - 2 3/8"CW10CW16C2424 EXEXISTING CW16 T/P -15' - 6" T/P -15' - 6"O'DONNELL & NACCARATO, INC.1717 EAST 116th STREET I SUITE 200 I CARMEL, IN 46032(317) 580-0402 I WWW.O-N.com I SS ROC PROFE.AI GNNIOLAE RER SASTATE OF 860325 NNID No. A ENI R M IED EG N TS E Y MOC DE c MEI 19126 Sheet Number: Sheet Title: Set Issue Date Last Revision Date: Drawn By: Sheet Issue Date Checked By: 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. © COPY RIGHT 2018 JAMES R. STUTZMAN, AIA, Carmel, Indiana. COPYRIGHT & OWNERSHIP OF DOCUMENTS Project Number: Engineer: PEDCOR DESIGN GROUP LLC Architecture / Project Management: 355 City Center Drive Carmel Indiana 46032 317.705.7979 (phone) 317.705.7980 (fax) M/O&N 7080.0001.00 By: Developer: Project:Project No. 7080.0001.00FOUNDATION PLAN - AREA 'B' S101BWREN BUILDING750 South Veteran's WayCarmel, IN 46032Design Developement KLS JRH 11-26-2019 11/26/19 SCALE: 1/8" = 1'-0" FOUNDATION PLAN - AREA B PLAN NORTH 0 1'4'8'16'2' FOUNDATION PLAN NOTES: 1. ELEVATIONS ±, ARE FROM NOMINAL FIRST FLOOR ELEV +0'-0", SEE CIVIL DRAWINGS. 2. SEE S401 FOR GENERAL NOTES AND S402 FOR SCHEDULES. 3. SEE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS NOT SHOWN. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION AND NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES IMMEDIATELY. 4. TOP OF FOOTING (T/F) -16'-6", UNO. 5. TOP OF PIERS (T/P) -14'-2", UNO. No. Date Description