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' -40 BAR DIA LAP 6" SPLIT PVC WATERSTOP FOAM BACKER ROD AND SEALANT ALL HORIZONTAL REINF IS CONT THRU JOINT 1/2" 5/8" 1 1/2" CLR 2' -0" 2' -0" POUR SLAB, LEAVING OUT AREA AROUND COLUMN.
INFILL WITH CONCRETE AFTER SLAB HAS CURED 1/2" EXP JT MAT'L COLUMN SLAB CONTROL JT, TYP AT ALL COLUMN LINES POUR SLAB, LEAVING OUT AREA AROUND COLUMN. INFILL WITH CONCRETE AFTER SLAB
HAS CURED 1/2" EXP JT MAT'L COLUMN SLAB CONTROL JT, TYP AT ALL COLUMN LINES 2' -0" TYP CONC PIER (BELOW) FOUNDATION WALL, SEE FOUNDATION PLAN FOR ACTUAL CONDITION VAPOR RETARDER CONC
SLAB COMPACTED SUB GRADE COMPACTED GRANULAR FILL T/SLAB +(SEE PLAN) FORMED KEY VAPOR RETARDER CONC SLAB COMPACTED SUB GRADE COMPACTED GRANULAR FILL T/SLAB +(SEE PLAN) 1/8" SAW N CONTROL
JOINT, ALL JOINTS SHALL BE SAWN WITHIN 12 HOURS OF SLAB POUR 4" 13'-0" 1" 5" 15'-0" 1 1/4" 6" 15'-0" 1 1/2" 7" 18'-0" 1 3/4" 8" 20'-0" 2" 9" 24'-0" 2 1/4" 10" 25'-0" 2 1/2" 1'-0" 25'-0"
3" SLAB THICKNESS MAX JT SPACING JOINT DEPTH NOTE: CONTRACTOR TO PROVIDE CONTROL JOINT LAYOUT, BASED ON MAXIMUM JOINT SPACING, UNO. 6" T/SLAB +(SEE PLAN) SLAB THICKNESS SEE PLAN SLAB
THICKNESS SEE PLAN DEPRESSION SEE PLAN MIN WWF TO CONT THRU DEPRESSED SLAB AREA SEE PLAN FOR LIMITS FROST PROOF FILL ' -' -NOTE: ALL BENT BARS SAME SIZE AND SPACING AS HORIZONTAL STEEL
40 D 40 D CORNER DETAIL NOTE: ALL BENT BARS SAME SIZE AND SPACING AS HORIZONTAL STEELINTERSECTION DETAIL 40 D ' -'4 0-DNOTE: ALL BENT BARS SAME SIZE AND SPACING AS HORIZONTAL STEEL 40
D CORNER DETAIL ' -' -40 D NOTE: ALL BENT BARS SAME SIZE AND SPACING AS HORIZONTAL STEELINTERSECTION DETAIL ' -' -40 D ' -4 0D 40 D 4" SILL ANGLE -L6x6x1/2" (4) #5 HORIZ RX WATERSTOP
GRANULAR FILL CONC SLAB L5x3x1/4" (LLV) w/1/2"Øx4" HS @2'-0" OC T/SLAB +(SEE PLAN) VERIFY w/ELEVATOR SUPPLIER #5 x 1'-0" @12" OC, CENTER IN WALL 2'-0" 2'-0" #5 x @12" OC 8" 5/16 4-12
90° OR 180 DEGREE HOOKS MAY BE ROTATED TOWARD CENTER OF PILE 3" CLR (TYP) PILE CAP (PG) FULL HGT #11 180 DEGREE HOOK CLR 6" 18" DIA AUGER-CAST PILE w/4000 psi GROUT -PROVIDE TEMPORARY
CASING AS REQ'D PROVIDE (4) #5 w/STD HOOK & #4 CIRCULAR TIES (3) @3", (3) @6", BALANCE @12" OC T/PG -(SEE PLAN) 4" PILE EMBED (3) @3" OC BAL @12" OC (3) @6" OC 7'-6" EMBEDMENT 1'-0"
ELEVATOR WALL ELEVATOR SLABREINF TO MATCH PIT SLAB ' -' -' -SLAB DEPTH COORD COORD ELEVATOR SLAB 1 1 SUMP PIT, COORD SIZE, DEPTH AND LOCATION w/ELEVATOR SUPPLIER T/SLAB +(SEE PLAN) SECTION
A-A SUMP PIT, COORD SIZE, DEPTH AND LOCATION w/ELEVATOR SUPPLIER ELEVATOR WALL ELEVATOR SLAB ISOMETRIC OF SUMP PIT A A THICKEND PORTION OF SLAB TO BE TWICE THE SLAB THICKNESS CALLED
OUT ON THE PLANS (3) #5 CONT REINF ALL INTERIOR MASONRY WALLS OVER 12'-0" HIGH w/#5 @4'-0" OC, UNO 3' -0" #5 x 1'-0" DOWELS, UNO 3'-0" PLACE ADDITIONAL HORIZ BAR WITHIN THE STANDARD
SPACING PLACE ADDITIONAL VERTICAL BARS BETWEEN STANDARD REINF ROUND OR SQUARE OPENING 8" TO 36" 2" CLR ADDITIONAL HORIZONTAL BARS NONE 1" TO 7" OPENING (1) #5 8" TO 12" OPENING (2) #5
13" TO 28" OPENING (3) #5 29" TO 36" OPENING ADDITIONAL VERTICAL BARS NONE 1" TO 7" OPENING (2) #6 8" TO 12" OPENING (3) #6 13" TO 20" OPENING (4) #6 21" TO 28" OPENING (5) #6 29" TO
36" OPENING NOTE: PROVIDE ADDITIONAL REBAR AROUND FOUR SIDES OF OPENING CONC SLAB T/SLAB +(SEE PLAN) GRANULAR FILL 500 PSI CONCRETE w/10" SLUMP 6" PERFORATED DRAIN HVAC DUCT (SEE MECHANICAL
FOR SIZE & LOCATION) 90° OR 180 DEGREE HOOKS MAY BE ROTATED TOWARD CENTER OF PILE 3" CLR (TYP) PILE CAP (PG) FULL HGT #11 180 DEGREE HOOK CLR 6" 18" DIA AUGER-CAST PILE w/4000 psi GROUT
-PROVIDE TEMPORARY CASING AS REQ'D PROVIDE (4) #5 w/STD HOOK & #4 CIRCULAR TIES (3) @3", (3) @6", BALANCE @12" OC T/PG -(SEE PLAN) 4" PILE EMBED (3) @3" OC BAL @12" OC (3) @6" OC 7'-6"
EMBEDMENT ' -' -SEE PLAN SEE PLAN 2" CLR PIER VERT REINF SEE SCHEDULE TIE SECTION A ' -' -SEE PLAN SEE PLAN 2" CLR PIER INTEGRATED w/WALL WALL HORIZ CONT THROUGH PIER REINF #3 TIES @12"
OC 2" 2" PLACE TIE IN FTG FOR DOWEL ALIGNMENT PIER VERT REINF SEE SCHEDULE T/P +(SEE PLAN) COLUMN ANCHOR RODS WITHIN TIES A 1'-2 1/2" TOP CAP REINF IF APPLICABLE CAP INFO NUMBER OF PILES
(3) P18 NET CAPACITY 499K THICKNESS 48" REINFORCING SHORT DIRECTION (11) #8 THREE WAYS LONG DIRECTION -10' -6 3/4" 3' -0 9/16" 4' -6" 2' -0 1/4" 6' -6 1/4" 2' -0 1/4" 10' -6 3/4" 1'
-9" 1' -9" 10' -6 3/4" 8' -0" 1' -9" 4' -6" 1' -9" 8' -0" 1' -9" 4' -6" 1' -9" CAP INFO NUMBER OF PILES NET CAPACITY THICKNESS (4) P18 661K 48" REINFORCING SHORT DIRECTION LONG DIRECTION
(14) #7 x 7'-6" (14) #7 x 7'-6" 1 1/2" INTO PILE CAP EXTEND REINF 6'-0" MIN DOWELS TO MATCH SIZE AND SPACING OF GB REINF CONSTRUCTION JOINT LOCATION IF GRADE BEAM & PILE CAP ARE NOT
POUR MONOLITHICALLY -ROUGHEN SURFACE TO 1/4" MIN & APPLY A BONDING AGENT PRIOR TO SECOND POUR GRADE BEAM (GB) INDICATE FACE OF PILE CAP BEYOND T/PG -T/GB -(SEE PLAN) PILE GROUP (PG)
PILE 10'-0" 1'-9" 3'-3" 3'-3" 6'-6" 1'-9" 10'-0" 6'-6" 3'-3" 3'-3" 1'-9" 1'-9" CAP INFO NUMBER OF PILES (5) P18 NET CAPACITY 812 K THICKNESS 50" REINFORCING SHORT DIRECTION (14) #8x9'-6"
LONG DIRECTION (14) #8x9'-6" T/PG -(SEE PLAN) SEE 1/S403 FOR BALANCE OF INFO LIMITS OF PIER REINF 8' -0" 1' -9" 4' -6" 1' -9" 8' -0" 1' -9" 4' -6" 1' -9" CAP INFO NUMBER OF PILES NET
CAPACITY THICKNESS (4) P18 661K 48" REINFORCING T&B @PG4A SHORT DIRECTION LONG DIRECTION (14) #7 x 7'-6" (14) #7 x 7'-6" 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: TYP SECTIONS AND DETAILS S403 SCALE: 3/4" = 1'-0" S403 TYP CONC WALL CONSTR JT 9 SCALE: 1" = 1'-0" S403 TYP INTERIOR COL ISOLATION JT 10 SCALE: 1" = 1'-0" S403 TYP EXTERIOR COL
ISOLATION JT 11 SCALE: 1" = 1'-0" S403 TYPICAL SLAB CONSTRUCTION JT 12 SCALE: 1" = 1'-0" S403 TYPICAL SLAB CONTROL JT 13 SCALE: 3/4" = 1'-0" S403 DEPRESSED SLAB SECTION 14 SCALE: 3/4"
= 1'-0" S403 TYP REINFORCED WALL DETAILS 16 SCALE: 3/4" = 1'-0" S403 ELEVATOR PIT DETAIL 8 SCALE: 3/4" = 1'-0" S403 TYP ELEVATOR SUMP 19 SCALE: 3/4" = 1'-0" S403 TYP THICKENED SLAB 15
SCALE: 3/4" = 1'-0" S403 ADD'L REBAR @OPENING DETAIL 17 SCALE: 3/4" = 1'-0" S403 UNDERSLAB DUCTWORK DETAIL 18 SCALE: 3/4" = 1'-0" S403 TYPICAL P18 AUGER-CAST PILE 1 SCALE: 1/4" = 1'-0"
S403 PG3 -3 PILE GROUP 4 SCALE: 1/4" = 1'-0" S403 PG4 -4 PILE GROUP 5 SCALE: 3/4" = 1'-0" S403 TYP GRADE BEAM TO PG DETAIL 3 SCALE: 1/4" = 1'-0" S403 PG5-5 PILE GROUP 7 SCALE: 3/4" =
1'-0" S403 SECTION @PG4A 2 SCALE: 1/4" = 1'-0" S403 PG4A -4 PILE GROUP 6 SS RO C PROFE . A I GN N I O LA E RE R SA STATE OF 860325 N N I D No. A ENI R M IE D E GN T S E Y MOCD E c