Loading...
HomeMy WebLinkAboutS105 - ENLARGED FOUNDATION PLANSFFACP F H x20x20 x21x21 x21.1x21.1 x21.4x21.4 x21.5x21.5 x21.9x21.9 x22x22 xG xG xF.9 xF.9 20.7 20.7 19.7 19.7 F.4 F.4 F.8 F.8 G.1 G.1 1 S406 8 S405 7 S405 2 S406 3 S406 20.5 20.5 2 S105 6/ S503T/F -20' - 8" T/F -19' - 4" T/F -19' - 4"T/F -20' - 8" T/F -19' - 2" F8C4 SOG04P SOG04PT/SLAB -14' - 0" 3 S105 T/MAT -20' - 8" T/PG -15' - 4" F4x11PG4 MAT01 MAT01 SOG04P EQ EQ EQ EQEQEQEQSEE ARCH FOR ELEVATOR LOCATIONS & GEOMETRIES CW8CW8 CW8 50k HELICAL PILE 3' - 0"EQEQ3' - 0"EQ EQ EQ 50k HELICAL PILE T/MAT -20' - 8" CW8 CW8CW8CW8CUT & REMOVE PORTION OF FOOTING TO ACCOMODATE STEP CONDITION F5 T/F -19' - 4" SEE ARCH FOR SLAB EDGE, SEE J/S403 FOR SLAB STEP CONSTRUCTION. SEE ARCH FOR NEW STAIR GEOMETRY SEE ARCH FOR FUTURE RAMP GEOMETRY. RAMP SLAB TO BE SOG04P 2 S105 OPP SIM CW8F.10 F.10 21.2 21.2 8 S406 xF.9 F.8 3' - 0" DOWELS TO MATCH FTG BARS, EPOXY 8" INTO EX FTG SEE STEPPED FTG DETAIL HELICAL PILES EMBEDED 6" INTO MAT OR FTG FOR PILE EMBEDMENT STAIR WALL BEYOND TYP 1' - 0" MAT01 CW8 CW8 SOG04P CUT EX FOOTING TO ACCOMODATE NEW STEP SEE 8/S103 F.10 F.4 SEE 2/S406 AT EX PILE CAP FUTURE RAMP SLAB, ELEV VARIES EXP JOINT AT WALL AND AT EX HOTEL ELEMENT EX HELICAL PILES NEW MAT ON HELICAL PILES 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 RERSASTATE OF 860325 NNID No.AENIR M I ED 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 RIG HT 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. 7080.0001.00BUILDING SHELL BID PHASE III 11/24/21 No.Date Description ENLARGED FOUNDATION PLAN S105WREN BUILDING750 Veterans WayCarmel, IN 46032CONSTRUCTION DOCUMENTS Author Checker 11/24/21 12/04/20 SCALE:S1051/4" = 1'-0" 1ENLARGED FOUNDATION PLAN SCALE:S1053/4" = 1'-0" 2SECTION AT ELEVATOR SCALE:S1053/4" = 1'-0" 3SECTION AT ELEVATOR 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. 6. EXERCISE CAUTION WHEN MAKING EXCAVATIONS ADJACENT TO EXITING FOUNDATIONS ON RAMMED AGGREGATE PIERS (RAP). DO NOT DISTURB RAPS. IF A RAP IS DAMAGED NOTIFY ENGINEER FOR INSTRUCTIONS.