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HomeMy WebLinkAboutS101 - FOUNDATION PLANM J J P 11.9 F.1 F.9 K B.1 B.2 15 15 14.1 14.1 10.8 9.9 12 12 9 9 8 8 7 7 6.1 5 5 3.9 0.5A 4 4 3 3 10 0.9 10 11 11 .95A .95A L 2 2 4.9 1 1 A A B B C C D D E E F F G G H H 6 6 13 13 0.7A C1 C1 C1 C3 C3 C1 C1 C3 C3 C3 C1 C1 C1 C1 C1 C1 C1 C2 C2 C2 C2 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 F6A F6A F7A F6A F6A F7A F6A F6A F6A F6 F6 F6 F6x4 F6x4 F6x4 SOG04P T/SLAB +3' - 0" SOG04P T/SLAB +1' - 4 3/4" T/SLAB +0' - 4" T/SLAB +0' - 10 3/4" WF24A WF24A WF24A WF24 WF24 SOG04P SOG04P 2.1 0.4A 1 13 12 11 10 9 8 7 6 5 4 3 2 A B C D E F G H 0.9A 14 0.9 J T/F -2' - 0" T/F -2' - 0" T/F -2' - 0" T/F -2' - 0" WF24 T/F -2' - 0" T/F -2'-0" T/F -2' - 0" T/F -2' - 0" T/F -2' - 0" WF24 T/F -2' - 0" (FUTURE) (FUTURE) WF12 T/F -1' - 0" F7 T/F -2' - 0" F7 T/F -2' - 0" P20 P20 P20 P20 P20 T/P +0' - 2 3/4" T/P -0' - 4" T/P +0' - 2 3/4" T/P +0' - 2 3/4" T/P +0' - 2 3/4" P20 T/P -0' - 4" P20 T/P -0' - 4" P20 T/P -0' - 4" P20 T/P -0' - 4" P20 T/P -0' - 4" P20 T/P -0' - 4" P20 T/P -0' - 4" P20 T/P -0' - 4" P20 T/P -0' - 4" P20 T/P -0' - 4" P20 T/P -0' - 4" P20 T/P -0' - 4" FTG STEP (FUTURE) SOG04P T/SLAB +0' - 10 3/4" T/SLAB +0' - 4" SOG04P RAMP UP T/SLAB +1' - 4 3/4" RAMP UP (FUTURE) T/F +0' - 0 3/4" P20 T/P +0' - 8 3/4" T/F +0' - 0 3/4" T/F +0'-0 3/4" T/F +0' - 0 3/4" P20 T/P +0' - 8 3/4" T/F +0' - 0 3/4" P20 T/P +0' - 8 3/4" T/F +1' - 0" P20 T/P +2' - 4" P20 T/P +2' - 4" T/F +1' - 8" P20 T/P +2' - 4" T/F +1' - 8" T/F +1' - 8" T/F +1' - 8" T/F +1' - 8" P20 T/P +2' - 4" DRILL & EPOXY WALL REINF INTO EXIST FTG (EMBED 12”) (TYP) DRILL & EPOXY WALL REINF INTO EXIST FTG (EMBED 12”) (TYP) DRILL & EPOXY WALL FTG REINF INTO EXIST FTG (EMBED 12”) (TYP) DRILL & EPOXY WALL FTG REINF INTO EXIST FTG (EMBED 12”) (TYP) DRILL & EPOXY COL FTG REINF INTO EXIST FTG (EXTEND 12” INTO FTG) (TYP) T/F -2' - 0" WF24 2' - 4" WF24 T/F -1' - 0" T/F -2' - 0" T/F -2' - 0" T/F -2' - 0" T/F -2' - 0" T/F -2' - 0" T/F -2' - 0" T/F -2' - 0" T/F -2' - 0" T/F -1' - 0" T/F -1' - 0" T/F -1' - 0" MW6 MW4 MW6 MW4 MW6 MW8 MW8 MW6MW4MW6 MW8 MW4 MW4 MW6 MW8MW8 MW4 MW6 MW6 MW4 MW6 MW8 MW4 MW8 MW6 MW6 MW8 MW6 (EXISTING) (EXISTING) (EXISTING) (EXISTING) (EXISTING) (EXISTING) (EXISTING) (EXISTING) (EXISTING) (EXISTING) 0.6A 2" MW4 MW4 MW6 MW8 MW8 MW8 MW6 T/F -1' - 0" FTG STEP MW6 (EXISTING) T/F +0'-0 3/4" MW6 MW4 MW6 MW8 MW4 MW6 MW6MW6 MW4 MW6 MW4 FTG STEP T/F -1' - 0" (EXISTING) T/F -1' - 0" (EXISTING) FTG STEP FTG STEP T/F -1' - 0" T/F -1' - 0" T/F -1' - 0" (EXISTING) FTG STEP T/F -1' - 0" T/F -2' - 0" T/F -2' - 0" T/F -1' - 0" T/F -1' - 0" 0.9A 0.9A 2' - 3 7/8" 4' - 4 1/2" 4" 2' - 5" 19' - 8" 2' - 9" 27' - 0 1/2" 3' - 0 1/2" 10' - 8" 40' - 8" 10' - 8" 2' - 8" 2' - 7" 27' - 7" 25' - 3 1/2" 5' - 6" 19' - 8" DRILL & EPOXY COL FTG REINF INTO EXIST FTG (EXTEND 12” INTO FTG) (TYP) MW8 WF24 WF24 WF24 WF24 T/F -2' - 0" T/F -2' - 0" T/F -2' - 0" DOWEL NEW WALL FTG INTO EXIST FTG w/ # 5 HOOKED DOWELS @ 12" OC (DRILL & EPOXY INTO EX FTG - EMBED 12") WF24 DRILL & EPOXY COL FTG REINF INTO EXIST FTG (EXTEND 12” INTO FTG) (TYP) F6X4 T/F -1'-0" T/F -1' - 0" WF24 MW8 TYP 12 S404 TYP @ DOOR WAY C3 C3 C3 C3 C3 1/ S501 2/ S501 3/ S501 4/ S501 5/ S501 6/ S501 15.2 7/ S501 C3 C3 C3 T/F +1' - 8" (EXISTING) (EXISTING) WF24A WF24A WF24A T/F +1' - 8" T/F +1' - 8" MW6 MW6 WF24A MW6 MW6 WF24A MW6 T/F -1' - 0" MW6 T/F +1' - 8" WF24 T/F -1' - 0" 1' - 11 7/8" 20' - 0 1/2" 19' - 9 7/8" 39' - 10 3/8" 25' - 3 1/2" 27' - 9" 27' - 7" 80' - 7 1/2" 18' - 0 5/8" DRILL & EPOXY VERT PIER REINF INTO EXIST FTG (EMBED 12") (TYP) NOTCH EXIST PRECAST PANEL AS NEEDED TO ACCOMMODATE PIER & BASE PLATE NOTCH EXIST PRECAST PANEL AS NEEDED TO ACCOMMODATE PIER & BASE PLATE (EXISTING) (EXISTING) (EXISTING) MW8 WF18 T/F -2' - 0" MW8 MW8 WF18 WF18 T/F -1' - 4" T/F -2' - 0" S102 1 SEE Q 1.5 WF30A T/F -1' - 4" MW6A WF30A MW6A T/F -1' - 4" WF24A MW6 T/F -1' - 4" N (EXISTING) (EXISTING) MW6 WF24A T/F -1'-4" 41' - 2 3/8" 2' - 3" 12' - 8 1/4" 3' - 1" 1' - 9 1/2" 23' - 7 1/2" F7A F7A F6A F7A T/F -1' - 4" T/F -1' - 4" T/F -1' - 4" T/F -1' - 4" DRILL & EPOXY WALL FTG REINF INTO EXIST FTG (EMBED 12”) (TYP) DRILL & EPOXY WALL FTG REINF INTO EXIST FTG (EMBED 12”) (TYP) DRILL & EPOXY WALL FTG REINF INTO EXIST FTG (EMBED 12”) (TYP) T/F -1' - 0" (EXISTING) DRILL & EPOXY WALL FTG REINF INTO EXIST FTG (EMBED 12”) (TYP) C1 19' - 8" 32' - 10" 10' - 8" 24' - 0 3/8" 23' - 6 5/8" 24' - 5" 14' - 6" 1.6 MW8A WF30A T/F -1' - 0" MW8A WF30A T/F -1'-0" MW8A WF30A T/F -1'-0" M.5 N.5 4.7 5' - 6 5/8" 17' - 5 3/4" 4' - 7 7/8" 16' - 1" C1 C1 4.8 15.00° 15.00° 23' - 0 3/8" 23' - 6 5/8" 32' - 3 3/4" 6' - 9 3/4" 11 7/8" 7' - 10 3/4" 6' - 7 1/4" 2 1/2" 21' - 10" 2' - 7" 20' - 8 7/8" F5A F5A T/F -1' - 0" T/F -1' - 0" FTG STEP FTG STEP WF24A T/F +1' - 0" 4' - 0" (GALV) (GALV) SOG04P (FUTURE) SOG04P (FUTURE) T/SLAB +0' - 0" T/SLAB +0' - 0" 5 S410 4 S410 SOG04P SOG06P RAMP DOWN WF30 T/F -1' - 4" CW8 CW8 WF30 T/F-1'-4" 6 S410 FLOOR DRAIN (SEE ARCH & PLUMBING 11 DRAWINGS) S404 11 S404 11 S404 7 S410 TYP@COL 7 S410 TYP@COL 9 S410 4 S410 SIM T/W +2' - 0" T/W +2' - 0" T/W +0' - 0" T/W +0' - 0" 8 S410 9 S410 9 S410 10 S410 10 S410 11 S404 11 S404 SOG12P MW6 T/F +1' - 8" WF24A 12 S410 2' - 8" 1' - 1" STRUCTURE INSIDE CLOUDED LINES NOT IN SCOPE OF WORK 13 S410 13 S410 SIM 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: FOUNDATION PLAN S101 Park East Retail Carmel, Indiana KLS CRM 12/22/16 04/15/16 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'-8", UNO. PLAN NORTH 5. TOP OF PIERS (T/P) -0'-8", UNO. 0 2' 4' 8' 16' SCALE: 3/32" = 1'-0" FOUNDATION PLAN No. Date Description 1 Date 1 PHASE 2 PHASE 2 NOT IN SCOPE OF WORK MOVE GRID LINE 11.9 2 1/8" SOUTH MOVE GRID LINE 11.9 1/8" SOUTH 2'-0" COLUMNS NEED TO BE SHIFTED ONTO GRID LINE Q 39'-8 1/4" 20'-0 5/8" 19'-7 3/4" 04/16 /18 Nick Mishler