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HomeMy WebLinkAboutS101A - FOUNDATION PLAN - AREA Ax16x16 xK xK H.9 H.9 xJ xJ x17x17 xJ.5 xJ.5 x16.9x16.9 x18x18 x18.1x18.1 x19x19 x20x20 x21x21 x21.1x21.1 xJ.1 xJ.1 x21.4x21.4 x21.5x21.5 x21.9x21.9 x22 x22 xH.5 xH.5 xH xH xG.5 xG.5 xG xG xF.9 xF.9 xE.9 xE.9 20.7 20.7 19.7 19.7 19.4 19.4 F.4 F.4 F.8 F.8 G.1 G.1 G.9 G.9 H.4 H.4 H.6 H.6 XJ.4 XJ.4 SOG04P T/SLAB -17' - 4" 5 S406 1 S404 P32 P32 P32 P32 P32 P32EX P32EX P32 P32 P32 P32 P32 P32P32 P32 P32 P56 P32 P32 P32 P32 P32 P54 P32 P32 P32 P32 F9 F10 F10 F9 F7PG2 F9PG8 F4x11PG4 F6 F9 F10 F11 F10 F10 F8 F9 F9 F9 F9 F7 F7 F11 P32 F8 F9 F9 F9 18' - 1 5/8"42' - 4"21' - 8"20' - 0"40' - 0" 17' - 4"20' - 0" 21' - 0 3/8"26' - 10"3' - 2"30' - 0"40' - 0"41' - 11 1/2"35' - 4 1/2"12' - 3"29' - 8 1/2"8' - 0 1/2"27' - 4"10' - 0"2' - 8"C1C1C1C1C1C1C4C1C1C1C1C1C2C1C1C1C1C1C3C1C1C1C1C1C1C1C1C1C2C1C1C1C1C1C3C1C1C1C1C1C1CW12 CW8CW8WF36 WF36WF36MAT01 CW10 CW10 CW8CW8CW8CW14 T/ExCAP -32' - 9" T/ExCAP -32' - 9" T/ExCAP -32' - 9" T/ExCAP -32' - 9" T/ExCAP -19' - 9" T/ExCAP -19' - 9"T/ExCAP -19' - 9" T/ExCAP -19' - 9" T/ExCAP -19' - 9" T/ExCAP -19' - 9"T/ExCAP -19' - 9"T/ExCAP -19' - 9" 20' - 0"C2424 EXP3264 EX T/EX P -19' - 9"C2424 EXC2424 EXC2424 EXC2424 EXC2424 EXCW8CW8MAT01 T/ExGB -19' - 9"ExGBT/ExCAP -19' - 9" T/P -13' - 6" T/ExCAP -19' - 9" P3264 EX 10' - 0"CW8 CW8 CW14CW16 CW14 CW16CW8 T/SLAB -17' - 4" T/SLAB -15' - 0"T/SLAB -16' - 1" T/SLAB -19' - 0"RAMP DNRAMP DNSOG04P T/SLAB -14' - 0" T/SLAB -15' - 8" T/MAT -21' - 4" CW8CW8CW8 CW8WF24CW8CW14 CW8CW8 WF36 WF36WF36 CW8 CW8 CW8CW8 WF24 WF24 CW14 T/F -19' - 4" FTG STEP WF24WF24WF24T/SLAB -14' - 0"RAMP DN T/SLAB -15' - 0" T/MAT -21' - 1" T/SLAB -14' - 0" T/SLAB -16' - 1" T/SLAB -16' - 1" T/SLAB -17' - 4" T/ExSLAB -21' - 9" T/ExMAT -33' - 5" CW8 CW8 CW8WF24 WF24WF24 CW8 CW8 WF24 MW8MW8MW8 WF24WF24WF24 WF24CW8SOG04P WF36WF36WF36 WF24 T/SLAB -17' - 4" 6 S405 5 S405 4 S405 1 S405 2 S405 3 S405 8 S404 7 S404 5 S404 6 S404 2 S404 4 S404 T/ExCAP -19' - 9"1' - 6"11' - 8"2' - 0"23' - 0" P32EX P3264 EX C2424 EX C2424 EX C2424 EXC2424 EXC2424 EXC2424 EXC2424 EXP3264 EXC2424 EXSEE SECTION FOR STEEL COLUMN ABOVE SEE SECTION FOR STEEL COLUMN ABOVE 1 S406 8 S405 7 S405 2 S406 3 S406 4 S406 Grade 6 S406 20.5 20.5 3/ S501 1/ S5013 S404 CW28CW12 WF66WF66CW28CW12 19.5 4' - 8"MW10 MW10THSLAB24MW8 THSLAB24THSLAB24 SOG04P T/SLAB -17' - 4"CW8CW8 CW8WF24WF24T/SLAB -14' - 0" SOG04P T/F -16' - 6"T/F -18' - 0"T/F -19' - 6"T/F -19' - 6" T/P -14' - 3"T/P -8' - 6"T/P -10' - 6"T/P -10' - 6" 3 S407 2 S407SIMC1S103 1 S103 2 S103 3 T/ExCAP -19' - 9" T/F -19' - 2"T/F -19' - 9"T/F -18' - 0"T/F -18' - 0"T/F -18' - 0" T/F -19' - 9" T/F -19' - 9" T/F -19' - 9" T/F -19' - 9"T/F -19' - 9"T/F -19' - 9"T/F -19' - 9"T/F -19' - 9"T/F -19' - 9"T/F -19' - 9"T/F -19' - 9" T/F -19' - 9"T/F -19' - 9"T/F -19' - 9"T/F -21' - 0 1/2" T/F -21' - 1" T/F -20' - 1" T/F -19' - 2"T/F -19' - 2"T/F -20' - 8"T/F -19' - 2" T/F -15' - 4" T/F -19' - 2"T/F -19' - 2"T/F -18' - 10"T/F -19' - 9" T/F -19' - 9" MODEL VIEW 'B' MODEL VIEW 'A'C2424 EXF6x9PG6 T/ExCAP -32' - 9" T/ExCAP -19' - 9" T/F -19' - 4"T/F -19' - 9"F4x11PG4 2 S406 SIMS104 2 S104 1 T/F -15' - 4"T/F -15' - 4"WF24BPGT/P -18' - 0" T/ExP -19' - 9" T/CAP -18' - 10"T/W -13' - 6"T/W -13' - 6" T/P -13' - 5"T/P -8' - 6"T/P -10' - 6" T/P -10' - 6" SOG04P T/SLAB -15' - 0" T/W -16' - 1"T/W -16' - 1"CW8T/W -17' - 0"T/W -17' - 0"CW8WF24T/W -18' - 0"T/F -19' - 9"CW8T/F -18' - 0"CW8 T/W -18' - 0" CW8 T/W -17' - 0" 10 S407 OPENING NEW WALL CW8 T/W -14' - 0" MW8 MW8 MW8THSLAB24THSLAB24 THSLAB24 T/SLAB -17' - 0" SOG04P CW8WF24T/W -17' - 0" T/W -16' - 0" T/W -17' - 0" STEP WALL T/W -18' - 0" FUTURE SLAB BY TENANT FUTURE SLAB BY TENANT S104 4 COORDINATE SUMP PIT w/ MEPCW8 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 'A' S101AWREN BUILDING750 South Veteran's WayCarmel, IN 46032Design Developement KLS JRH 11-26-2019 11/26/19 SCALE: 1/8" = 1'-0" FOUNDATION PLAN - AREA 'A' 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) -19'-4", UNO. 5. TOP OF PIERS (T/P) -18'-0", UNO. SCALE: NTS MODEL VIEW 'A' SCALE: NTS MODEL VIEW 'B' No. Date Description