HomeMy WebLinkAboutS300 - TYPICAL FOUNDATION DETAILSCONTROL JOINT
CONSTRUCTION JOINT
WELDED WIRE FABRIC (SEE FLOOR
SLAB CONSTRUCTION)DFOR THE SEALANT TO BE USED)
SAWCUT JOINT (SELECT WIDTH APPROPRIATE
(1/4) x DJOINT SEALANT, SEE ARCH.
NOTE: REFER TO SPECIFICATION FOR
PROCEDURE AND TIMING OF JOINT CUTTING
JOINT SEALANT, SEE ARCH.
WELDED WIRE FABRIC (SEE FLOOR
SLAB CONSTRUCTION) TO BE
INTERRUPTED AT JOINT
SUPPORT DOWELS TO ENSURE
CORRECT ALIGNMENT (TYP.)
APPLY CURING COMPOUND TO
SLAB EDGE IMMEDIATELY DEQ.EQ.EQ. EQ.
3/4" DIA. x 1'-4" LONG SMOOTH DOWELS @ 12" O.C.
GREASE HALF OF DOWEL BEFORE ADJACENT SLAB IS PLACED
CL
WALL
LOAD BEARING WOOD STUD WALL,
SEE PLAN
WOOD SILL PLATE, SEE S200 FOR
ANCHORAGE
1' - 0"#4 HORIZONTAL REBAR @ 18" O.C.#5 HORIZONTAL REBAR, SEE SCHEDULE
FOR QUANTITY 3" CLR.3" CLR.
SEE SCHEDULE
SEE PLAN
FINISH FLOOR
CL
ATTACHMENT
EQ EQ
STAIR STRINGER
1' - 0"#4 HORIZONTAL REBAR @ 18" O.C. (3) -CONT. #5 HORIZONTAL REBAR3" CLR.3" CLR.
STRINGER ATTACHMENT BY
STAIR MANUFACTURER
CONCRETE SLAB ON
GRADE (SEE FLOOR
SLAB CONSTRUCTION)
SEE PLAN
FINISH FLOOR
SEE SCHEDULE
2' - 0"2'-0" (MAX.)2' - 0" LAP 1'-4
" (MIN
.)SCHEDULESEESCHEDULESEE3
1
2' - 0" LAP
NOTE: BOTTOM OF FOOTING SHALL BEAR 2'-6" MINIMUM BELOW GRADE.
CONCRETE FOOTING AS SHOWN (SEE SCHEDULE
FOR REINFORCEMENT), PROVIDE MATCHING CORNER
D ≤3"D1' - 0"
3" < D ≤6"D1' - 0"CONT. #4 REBAR
6" < D ≤10"D1' - 0"
CONT. #4 REBAR
#4 REBAR AT 12" O.C.
(BEND AS SHOWN)
CONCRETE LAP
SCHEDULE
BAR
SIZE TOP REINF. OTHER
LAP LENGTH
#3
#4
#5
#6
#7
#8
#9
#10
24"19"
32"25"
40"31"
48"37"
70"54"
80"62"
91"70"
102"79"
NOTES:
1. TABULATED VALUES ARE BASED ON GRADE 60 (MINIMUM
YIELD STRENGTH OF 60,000 PSI) REINFORCING BARS
2. TABULATED VALUES ARE BASED ON REINFORCEMENT
AND CONCRETE COVER MEETING MINIMUM CODE
REQUIREMENTS.
3. ALL LAP SPLICES SHOWN HERE ARE CLASSIFIED AS
CLASS B. CLASS A LAP SPLICE LENGTHS SHALL NOT BE
USED IN ANY CASE WITHOUT WRITTEN CONSENT OF THE
ENGINEER OF RECORD.
4. "TOP REINF." REFERS TO HORIZONTAL BARS WITH MORE
THAN 12 INCHES OF CONCRETE CAST BELOW THE BARS.
5. WHERE BARS OF DIFFERENT SIZES ARE TO BE SPLICED,
THE SPLICE LENGTH FOR ALL BARS SHALL BE THAT
REQUIRED FOR THE LARGEST BAR SIZE.STANDARD ACI 90° HOOK 12 x BAR DIAMETERDIAMETERBARBEND DI AMETE
R (TYP.)SEE BELOW FOR MI N.BAR SIZE MINIMUM DIAMETER
#3 -#8 6 x db
#9 -#11 8 x db
#14 -#18 10 x db
NOTE: DIAMETER OF BEND IS MEASURED
AT THE INSIDE OF THE BAR.
T/SLAB
SEE PLAN
T/FOOTING
SEE PLAN
SCHEDULED COLUMN, BASE PLATE
AND ANCHOR RODS
COLUMN ISOLATION JOINT
CONCRETE SLAB ON GRADE,
SEE PLAN
EQ. EQ.
SEE SCHEDULESEE SCHEDULESEE SCHEDULE FOR FOOTING SIZE
AND REINFORCEMENT
COL.
COL.
COL.
COL.
STRUCTURAL COLUMN
COLUMN BASE PLATE
FILL AROUND COLUMN AFTER
FLOOR IS CAST
CONTROL OR CONSTRUCTION JOINT
ISOLATION JOINT
STRUCTURAL COLUMN
COLUMN BASE PLATE
FILL AROUND COLUMN AFTER FLOOR IS CAST
CONTROL OR CONSTRUCTION JOINT
ISOLATION JOINT2" TYP.1/4"BITUMINOUS FILLER STRIP
MATERIAL SET 1/4" BELOW FINISHED
FLOOR ELEVATION
1/4"BITUMINOUS FILLER STRIP
MATERIAL SET 1/4" BELOW FINISHED
FLOOR ELEVATION
NOTE: EITHER JOINT STYLE MAY BE
USED AT CONTRACTOR'S OPTION
2" TYP.INEGSS
LOINA E NPROF REEN o.
GRE S
DRETEI
STATE OF
NA ADNII
11100391 NNAMFFOHHPESOJ
SHEET NUMBER:
PROJECT NUMBER: DRAWN BY:PROJECT TITLE:This is an original design, created by KJG Architecture,
Inc. The concepts, ideas, plans and details are the sole
property of KJG Architecture, Inc. None of the
aforementioned shall be used by or disclosed to any
person, firm or organization for any purpose without the
prior written permission of KJG Architecture, Inc.
NO. DESCRIPTION:DATE
ISSUED:
DRAWING TITLE:
PROFESSIONAL SEAL:
PROJECT DATE:
DISCLAIMER:
KJG ENGINEERING
527 Sagamore Pkwy W., Suite 101
West Lafayette, Indiana 47906
Ph: 765.497.4598 Fx: 765.497.4599
www.kjgengineering.com
08/16/2021MÉLANGE FLATSBUILDING 12VETERANS WAY & MONON GREEN BOULEVARDCARMEL, INDIANA 4603208/16/2021
S300
TYPICAL
FOUNDATION
DETAILS
E2020.174 KBM
S300
3 CONCRETE SLAB JOINTS
S300
4 CONCRETE THICKENED SLAB AT LOAD BEARING WALL
S300
5 CONCRETE THICKENED SLAB AT STAIR
S300
6 CONCRETE WALL FOOTING STEPS
S300
8 CONCRETE SLAB ON GRADE DEPRESSION
S300
7 CONCRETE LAP SPLICES
3/4" = 1'-0"S300
1 STEEL COLUMN FOOTING
3/4" = 1'-0" S300
2 STEEL COLUMN ISOLATION JOINT
1 CONSTRUCTION SET 08/16/21
2 ADDENDUM 1 11/01/21
01/31/22