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HomeMy WebLinkAboutS102 - APARTMENT FOUNDATION PLANT/SLAB +4' - 3" SOG04P THKS30 THKS24 THKS30 THKS30 THKS24 THKS30 THKS30 THKS24 THKS30 THKS24 THKS30 THKS24 WF24 WF24 WF24B WF24B WF24B WF24B WF24B WF24B WF24B WF24B WF24B MW6 T/F +2' - 3" T/F +0' - 11" T/F -1' - 0" FTG STEP FTG STEP T/F -1' - 0" T/F +0' - 11" T/F +2' - 3" FTG STEP FTG STEP (5) #5 x 3'-0" DOWELS - DRILL & EPOXY INTO EXSITING FOOTING (5) #5 x 3'-0" DOWELS - DRILL & (EMBED 12") EPOXY INTO EXSITING FOOTING (EMBED 12") 4' - 0" 4' - 0" 4' - 0" 4' - 0" EDGE OF EXISTING RETAINING WALL FOOTING (T/EX FTG = -(1'-0") (VERFY) EXISTING 10" CONCRETE RETAINING WALL MW8A DRILL & EPOXY VERT WALL REINF INTO EXISTING FOOTING (EMBED 10") DRILL & EPOXY VERT WALL REINF INTO EXISTING FOOTING (EMBED 10") 13 S404 13 S404 14 S404 15 S404 TYP 16 S404 16 S404 16 S404 16 S404 16 S404 16 S404 16 S404 17 S404 17 S404 17 S404 17 S404 17 S404 @ DOOR @ DOOR @ DOOR @ DOOR @ DOOR 18 S404 TYP EXISTING 10" CONCRETE RETAINING WALL EXISTING 10" CONCRETE RETAINING WALL 19 S404 19 S404 19 S404 19 S404 19 S404 19 S404 TYP @ THICK SLAB 15 S404 TYP @ THICK SLAB 14 S404 EDGE OF EXISTING RETAINING WALL FOOTING (T/EX FTG = -(1'-0") (VERFY) EDGE OF EXISTING RETAINING WALL FOOTING (T/EX FTG = -(1'-0") (VERFY) WF36 WF24B WF36 SOG04P SIM SIM MW8 MW8A MW8A MW8 MW8 MW8 MW8 MW8 MW8 MW8 MW8 MW8 MW8 SOG04P MW8 WF36 WF36 MW8A SIM F3A P12 P12 P12 P12 F3 F3 F3 F3 F3 F3 F3 P16 P16 P12 P12 P12 P12 1717 East 116th Street, Suite 200 Carmel, Indiana 46032 Structural Engineers 317-580-0402 www.mccomaseng.com McCOMAS ENGINEERING MEI 16054 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 H EREIN 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 G ROUP, LLC. NO PART OR WHOLE OF THIS DESIGN, THESE DRAWINGS, OR THE RESULTING BUILDING OR BUILDINGS, OR PORTIONS OF THE RESULTING BUILDING OR BUILDINGS M AY 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 2015 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) By: Developer: Project: APARTMENT FOUNDATION PLAN S102 Park East Retail Carmel, Indiana Author Checker 12/22/16 05/01/17 No. Date Description SCALE: 1/4" = 1'-0" TYPICAL FOUNDATION PLAN FOUNDATION PLAN NOTES: 1. ELEVATIONS ±, ARE FROM NOMINAL FIRST FLOOR ELEV +0'-0", SEE CIVIL DRAWINGS FOR ELEVATIONS WITH RESPECT OT SEA LEVEL. 2. SEE S401 FOR GENERAL NOTES AND S402 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) +2'-3", UNO. 5. TOP OF SLAB (T/SLAB) +4'-3", UNO. 6. TOP OF THICKENED SLAB +4'-3", UNO. 7. TOP OF CONCRETE PIER +4'-2", UNO PLAN NORTH 0 6" 1' 2' 4' 8' 04/16/18 Nick Mishler