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HomeMy WebLinkAboutUntitled 15 15 Q.8 Q.8 15.4 16 16.5 16.5 17 17.5 18 K.4 L.8 N.1 15.1 15.1 18.1 F.08 F.4 F.8 G.4 G.8 H.1 H.7 J.1 J.8 P.1 Q.5 Q.5 S502 3 S501 3 S502 1 4 S501 S501 5 S501 2 S501 E.5 E.5 17.9 15.2 1 S502 4 214' -1 3/8" 16' -10 1/2" 9' -7 1/8" 36' -5 3/8" 9' -7 1/4" 16' -10" 40' -2 1/4" 26' -4" 20' -11" 29' -8 3/8" 7' -7 1/2" 8' -8" 8' -2 1/2" 9' -8 5/8" 8' -4 3/4" 8' -7 3/8" 9' -8 5/8" 10' -2 1/4" 30' -0" 66' -0 1/4" 1' -5 1/2" 21' -9 3/8" 17' -8 3/8" 26' -6 1/2" 10' -3 3/8" 7' -5" 64' -0" 1' -5 3/8" 8' -3 1/2" 22' -3 7/8" 22' -3 7/8" 8' -3 1/2" 1' -5 1/2" 1' -3 7/8" S502 2 PG3 11 1/2" GB1 GB1 GB1 GB1 GB1 GB1 GB2 GB3 GB1 GB1 GB2 GB2 GB1 GB1 PG3 PG3 PG3 PG3 PG3 PG3 PG3 PG3 PG3 PG3 PG4 PG5 PG3 PG3 PG3 PG3 PG3 PG4A PG3 PG4A PG3 PG3 PG3PG3 PG3 PG3 PG4A PG4 P1 P1 P1 W12X53 W10x49 W12X65 W12X72 W12X45 W10x49 W12X65 W12X65 W12X65 W12X65 W12X65 W12X45 W12X65 W10x33 W10x33 W10x33 W12X65 W12X96 W12X96A W12X96 HSS6X0.375 W12X96 W12X96 W12X72 W12X96 W12X96A W12X53A W12X53 W12X45A W10x33 W12X53A W10x33 W10x33 W10x49A W12X45 W10x33 W10x49 W10x49 W12X96A W12X65 W12X65 W10x49 T/PG -4' -0" T/PG -4' -0" T/PG -4' -0" T/P -1' -4" T/P -1' -4" T/P -1' -4" 11 7/8" 2' -6 1/2" 10 1/2" 1'-0" 2' -8 1/4" 7' -3 7/8" 3' -0 1/8" 1'-0" 1'-0" 1' -6 7/8" 1' -0 1/4" 7 5/8" GB1 HSS6X0.375 T/PG -4' -0" MAT 1 T/CONC -4' -0" CW8 CW8CW8 T/W +0' -0" P1 T/P -1' -4" P1 T/P -1' -4" 2 S306 N.6 P.6 GB1 GB1 GB1 19'-4 3/8" 1'-3 5/8" 8' -4 3/8"1' -0" 1' -0"8' -4 3/8" 11' -0 3/8" 11' -0 3/8" CW8 CW8 TYP 1' -0" TYP T/W -0' -8" P1 T/PG -4' -0" T/P -1' -4" T/W -0' -8" AP1 AP1 AP1 AP1 AP1 AP1 AP1 AP1 AP1 AP1 AP1 AP1 AP1 AP1 AP1 PG3 14' -5" 6' -6" 11' -9 3/8" 17' -11" 4 S301 4 S304 1 S301 2 S301 3 S301 5 S301 4 S302 1 S302 2 S302 3 S302 1 S303 2 S303 3 S3031 S305 1 S304 2 S304 3 S304 2 S305 1 S306 3 S305 8 S406 PG3 PG4A P1 T/PG -4' -0" P1 T/PG -4' -0" T/P -1' -4" T/P -1' -4" AP1 AP1 T/W -0' -8" T/W -0' -8" T/W +0' -0" TYP CW8 CW8 CW8 CW8 MAT 1 TYP 1' -0" 1'-6" 15'-4" 1'-6" 9'-6 1/8" 10'-9 1/4" 1'-6"W12X53 W12X65A MW8 MW8 15 S403 THICKENED SLAB 4 S305 17.4 6'-3 3/8" 18'-10" 59'-59'-4 1/8" 10'-10 7/8" 4'-11 5/8" 6'-8 7/8" 3'-11" 6'-4 7/8" 3'-11" 20'-9 7/8" 4 1/8" 4 1/8" 1'-3" 7 3/16" 3 3/4" 4 1/8" 4" 10 1/2" CW8 CW8 1' -9" 1' -2 1/2" CW8 CW8 CW8 CW8 CW8 CW8 CW8 2' -1 1/8" 1' -4 3/4" 2' -0" CW8 PG5 PG5 2'-3 3/4" 3'-0 1/4" 2'-4 3/8" 2'-4 5/8" 4'-4" 4'-9" 6'-0" 6'-3" 2'-4 3/8" 2'-4 5/8" 4'-9" 4'-3 7/8" 3'-0 1/8" 2'-3 7/8" 1'-7 3/4" 2'-3 1/4" 3'-11" THICKENED SLAB 15 S403 SIM 4" THICK SLAB ON GRADE w/6x6-W1.4xW1.4 WWF OVER 4" DRAINAGE COURSE OVER VAPOR RETARDER T/SLAB +0' -0" DN 4" THICK SLAB ON GRADE w/6x6-W1.4xW1.4 WWF OVER 4" DRAINAGE COURSE OVER VAPOR RETARDER T/SLAB +(SLOPES) P3 P2 P3 P2 T/P -0' -0 3/4" T/P -0' -0 3/4" T/P -0' -0 3/4" T/P -0' -0 3/4" CW8 CW8 18'-10" 6'-3 3/8" 4'-3 7/8" 5'-4"6 1/2" 6 5/8" GB2 12"Wx4'-0"D TURNED DOWN EDGE AP1 4" 2'-6" PG4 PG4 GB4 CW24 LIMITS OF CW24 8'-8" T/W -1' -4" THICKENED SLAB THICKENED SLAB 15 S403 SIM THICKENED SLAB TUNNEL EXTENDED FROM GARAGE TUNNEL EXTENDED FROM GARAGE PARKING GARAGE THEATER 6' -10 3/4" EXTEND GB TO SUPPORT VENEER 2'-6 1/8" 8" 3'-11 7/8" T/PG -4' -0" W10x33 1'-11 5/8" 2'-0 5/8" CW8 6'-8 3/8" 1'-3 5/8" T/PG -4' -0" W12X53 W12X53 1'-1 1/4" 3 1/2" 3/4" 9 1/8" 2 S406 2 S406 SIM SIM W12X22 +0' -0" GB1 EP3 (TYP EA END) THICKENED SLAB FOUNDATION PLAN NOTES: 1. ELEVATIONS ±, ARE FROM NOMINAL FIRST FLOOR ELEV +0'-0", SEE CIVIL DRAWINGS. 2. SEE S401 FOR GENERAL NOTES AND 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 CONCRETE WALL (T/W) +0'-0", UNO. 5. TOP OF PILE GROUP (T/PG) -1'-4", UNO. 6. TOP OF GRADE BEAM (T/GB) -1'-4", UNO. PLAN NORTH 0 1' 2' 4' 8' 16' North Parcel 7-C Keyplan 7C-1 7C-2 7C-3 McCOMAS E N G I N E E R I N G STRUCTURAL ENGINEERS FORENSIC ENGINEERS NATIONAL CONSULTANTS 1717 East 116th Street, Suite 200, Carmel, Indiana 46032 317-580-0402 www.mccomaseng.com 317-582-0766 Fax MEI29020 Sheet Number: Sheet Title: Print 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. 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 UNPUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP. 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. c COPYRIGHT 2009 JAMES R. STUTZMAN, AIA, INDIANAPOLIS. COPYRIGHT & OWNERSHIP OF DOCUMENTS VILLAGE ON THE GREEN -PARCEL 7C-2 OFFICE BUILDING & BLACK BOX THEATER Carmel, IN, 46032 Project Number: Project: Engineer: Architect: PEDCOR DESIGN GROUP 355 City Center Drive Carmelm Indiana 46032 317.705.7979 (phone) 317.705.7980 (fax) CARMEL CITY CENTER COMMUNITY DEVELOPMENT CORPORATION 30 West Main Street, Suite 200 Carmel, Indiana 46032 317.571.2787 9/14/09 LKM,njh, KLS 9/15/09 JAF BID SET No.1 SHELL & CORE Architecture /Project Management Owner: FOUNDATION PLAN S101 SCALE: 1/8" = 1'-0" FOUNDATION PLAN SS RO C PROFE . A I GN N I O LA E RE R SA STATE OF 860325 N N I D No. A EN I R M IE D E GN T S E Y MOCD Ec 2 2 2 2 2 2 2 2 2 2 2 No. Date Description 2 10-09-09 ADDENDUM #2