HomeMy WebLinkAboutS300-G-TYPICAL-FOUNDATION-DETAIL5-Rev.2CONTROL JOINTS SHALL BE SAWN NOT LATER THAN THE
FOLLOWING TABLE, OR 16 HOURS AFTER FINAL TROWELING
(WHICHEVER IS LESS), WHERE TEMP EQUALS THE AMBIENT
TEMPERATURE IN DEGREES FAHRENHEIT AT THEN TIME OF
FINAL TROWELING. SAWCUTTING SHALL BE SUSPENDED
ONLY IF THE LARGE AGGREGATE IS DISLODGED OR
LOOSENED. ALTERNATE: USE PRE-FORMED JOINT FORMER.
TEMP, DEG. F TIME, HOURS
40
50
60
70
80
90
< 16
14
8 1/2
5 1/2
4
3
SLAB "t"
PER PLAN
1/8" W. X 1/4 SLAB "t" IN
UNEXPOSED AREAS WHERE
JOINTS WILL NOT BE FILLED.
1/4" W. X 1/4 SLAB "t"
WET SAWCUT - SEE TABLE
BELOW
F.F. PER PLAN
TOOL OR CHASE w/
SAWCUT SIM. TO
CONTROL JOINT
SLAB "t"
PER
PLAN
8"
2 '- 0"
FORMED KEYWAY W/ 3/4"
DIA. x 18" LONG SMOOT
DOWELS @ 18" O.C.,
GREASE ONE END FOR
BOND BREAK
PROVIDE CONSTRUCTION JOINT IN LIEU OF CONTROL
JOINT AT TERMINATION OF POUR
2 '- 0"
3/4" CHAMFER,
TYPICAL
HOUSEKEEPING PAD - SIZE,
LOCATION & HT. PER MEP
DRAWINGS
#4 @ 12" O.C.
EACH WAY
#4 w/ 6" HORIZ. LEGS @ 4'-0" O.C.
(MIN. 1 PER CORNER)
1'-0" MIN. 1'-0" MIN.
1'-0" MIN. 1'-0" MIN.
1'-0" MIN.
8" 8"
F.F. PER PLAN
F.F. PER PLAN
F.F. PER PLAN
F.F. PER PLAN
F.F. PER PLAN
F.F. PER PLAN
DEPTH OF RECESS/STEP
OR DEPRESSION
DEPTH OF RECESS/STEP
OR DEPRESSION
DEPTH OF RECESS/STEP
OR DEPRESSION + SLAB THICKNESS
FORMED KEYWAY
CONCRETE SLAB ON GRADE
PER PLAN
FORMED KEYWAY
CONCRETE SLAB ON GRADE
PER PLAN
CONCRETE SLAB ON GRADE
PER PLAN
2" MAX.
W.W.F. TO BE DEPRESSED OR
LAPPED AT DEPRESSIONS
REFER TO ARCH. PLANS & ROOM FINISH
SCHEDULES FOR LOCATION, & DEPTH OF
RECESSED SLABS.
SECOND POUR FIRST POUR
36 BAR
DIA. LAP
INTERIOR FACE
COLD-JOINT WATERSTOP FOR
BASEMENT/RETAINING WALLS
FORMED KEYWAY
EXTERIOR FACE
SECOND POUR FIRST POUR
36 BAR
DIA. LAP
INTERIOR FACE
COLD-JOINT WATERSTOP FOR
BASEMENT/RETAINING WALLS
FORMED KEYWAY
EXTERIOR FACE
EXTERIOR FACE
INTERIOR FACE
36 DIA.
36 DIA.
#5 @ 12" O.C.
NOTE: AT "TEES" PROVIDE
TWO HOOKED BARS
NOTE: PROVIDE SIMILAR
CORNER BARS FOR CONC.
WALLS WITH ONE LAYER OF
REINFORCEMENT. LOCATE
ON OUTSIDE FACE & PROVIDE
(3) #4 VERT'S FOR SUPPORT
36 DIA.
36 DIA. 36 DIA.
PIPE SLEEVE 3" LARGER
THAN PIPE DIAMETER
LOOSE INSULATION
SEE STEPPED FOOTING
DETAIL
CONTIN. FOOTING
REINF. PER
NOTES: SECTIONS/SCHEDULE
1. REFER TO PLUMBING DRAWINGS FOR INVERT ELEVATOIN OF ALL
UNDERGROUND PIPING.
2. STEP FOOTING FOR PIPE PENETRATION THROUGH FOUNDATION WALL
UNLESS WRITTEN PERMISSION IS OBTAINED FROM THE MEP ENGINEER.
3. PROVIDE PRECAST OR BOND BEAM LINTEL FOR MULTIPLE PENETRATIONS
OR OPENINGS GREATER THAN 24" IN WIDTH.
COLUMN OR WALL
FOOTING
1'-6"
REFER TO M.E.P. DRAWINGS & SPECIFICATIONS
FOR INFO. RELATING TO TRENCH EXCAVATION,
BEDDING, AND BACKFILL
FOR ANY EXCAVATION THAT MUST EXTEND
BEYOND THIS LINE, SHORING MUST BE
PROVIDED TO KEEP THE EXCAVATION
FROM UNDERMINING THE FOUNDATIONS.
1V
1.5H
NOTE: ANY SHORING SCHEME REQUIRED
MUST BE SUBMITTED TO THE ENGINEER
FOR REVIEW, PRIOR TO EXCAVATION.
PROTECTED
ZONE
SECOND POUR FIRST POUR
36 BAR DIA. LAP FORMED KEYWAY
1/3 1/3 1/3
FTG. DEPTH
PER SECTIONS
(2) #5 x 3'-0" LONG
AT JOINT
1' - 6" 3"
12" HORIZ.
LEG TYPICAL
CONTINUOUS FTG.
REINF. PER SECTIONS
FTG. DEPTH
PER SECTIONS
MAINTAIN MIN. 6" OF
CONCRETE COVER
ALL AROUND
BARS TO MATCH FTG. REINF.
w/ (4) #4 TRANSVERSE BARS x
FOOTING WIDTH - 6"
PIPE SLEEVE 3" LARGER
THAN PIPE DIAMETER
LOOSE INSULATION
NOTES:
1. REFER TO PLUMBING DRAWINGS FOR INVERT ELEVATION OF
ALL
UNDERGROUND PIPING.
2. PROVIDE THIS DETAIL WHERE A PENETRATION THROUGH A
WALL
FOOTING IS UNAVOIDABLE.
3. NO SLEEVES IN COLUMN FOOTINGS ARE PERMITTED WITHOUT
PRIOR WRITTEN APPROVAL OF THE ARCHITECT/ENGINEER.
1. REFER TO THE SPECIFICATIONS FOR APPLICATION OF UNIT COSTS FOR
REMOVAL OF UNSUITABLE BEARING MATERIAL & REPLACEMENT WITH
COMPACTED, ENGINEERED FILL
2. REFER TO THE GEOTECHNICAL ENGINEERING REPORT FOR ADDITIONAL
INFORMATION RE: EXPECTED SOIL CONDITIONS, SUITABILITY OF EX.
SOILS FOR USE AS ENGINEERED FILL, GROUNDWATER CONDITIONS, ETC.
1
1
2
SEE NOTE
ABOVE
1
2
SEE NOTE
ABOVE
1
SUITABLE BEARING MATERIAL
AS DETERMINED BY TESTING
AGENCY
COMPACTED/ENGINEERED FILL
REFERENCE EARTHWORK
SPECS. & GEOTECHNICAL
INVESTIGATION
BOTTOM/FOOTING ELEVATION
SLOPE OF EXCAVATION TO CONFORM
WITH APPLICABLE REQUIREMENTS OF
OSHA AND/OR STATE & LOCAL CODES
STRUCTURAL COLUMN OR
WALL FOOTING
PROPOSED GRADE
NOTE:
1. REFER TO THE SPECIFICATIONS FOR APPLICATION OF UNIT COSTS
FOR REMOVAL OF UNSUITABLE BEARING MATERIAL & REPLACEMENT WITH
LEAN CONCRETE FILL.
2. REFER TO THE GEOTECHNICAL ENGINEERING REPORT FOR ADDITIONAL
INFORMATION RE: EXPECTED SOIL CONDITIONS, SUITABILITY OF EX. SOILS
FOR USE AS ENGINEERED FILL, GROUNDWATER CONDITIONS, ETC.
NOTE:
MAX. DEPTH OF UNSHEETED/UNSHORED
EXCAVATION TO CONFORM WITH THE
APPLICABLE REQUIREMENTS OF OSHA
AND/OR STATE & LOCAL CODES
STRUCTURAL COLUMN OR
WALL FOOTING
PROPOSED GRADE
LEAN CONCRETE FILL
(MIN. 2000 PSI @ 28
DAYS)
BOTTOM/FOOTING EXCAVATION
WRAP BASE OF COLUMN w/
1/2" ISOLATION JOINT MATERIAL
& CAULK
OUTLINE OF BASE
PLATE BELOW
IN AREAS SUBJECT TO HIGH MOISTURE
CONDITIONS, SUCH AS BELOW GRADE
APPLICATIONS, THICKEN SLAB TO 8" MIN.
SUBSTITUTE A COLD-JOINT WATERSTOP
FOR THE 1/2" ISOLATION MATERIAL.
NOTE: THIS DETAIL SHOULD BE USED IN LIEU OF A DIAMOND OR ROUND
ISOLATION JOINT TO PREVENT TELEGRAPHING THROUGH FINISH
FLOOR MATERIALS SUCH AS THIN-SET TERRAZZO, CERAMIC TILE, VINYL
TILE, ETC. SOME MINOR RANDOM SHRINKAGE CRACKS SHOULD BE
ANTICIPATED.
DETAIL IS SIMILAR AT WIDE-FLANGE COLUMNS.
SLAB CONTROL JOINTS - SEE
GENERAL NOTES, DTL. THIS
SHEET, & FDN. PLAN FOR
LOC'N.
SLAB CONTROL JOINTS - SEE
GENERAL NOTES, DTL. THIS
SHEET, & FDN. PLAN FOR
LOC'N.
COLUMN BLOCKOUT
SECONDARY POUR
2'-0" OR AS
REQ'D.
WRAP BASE OF COLUMN w/
1/2" ISOLATION JOINT
MATERIAL & CAULK
ISOLATION JOINT - 1/2"
PREFORMED JOINT MATERIAL
OUTLINE OF BASE
PLATE BELOW
IN AREAS SUBJECT TO HIGH MOISTURE
CONDITIONS, SUCH AS BELOW GRADE
APPLICATIONS, THICKEN SLAB TO 8" MIN.
SUBSTITUTE A COLD-JOINT WATERSTOP
FOR THE 1/2" ISOLATION MATERIAL.
1. TUBE COLUMN SHOWN FOR ILLUSTRATIVE PURPOSES ONLY. WIDE FLANGES, PIPES,
AND OTHER STEEL SHAPES ARE SIMILAR.
2. ADJUST 2'-0" DIMENSION AS REQUIRED TO ACCOMMODATE COLUMN BASE PLATES AND
GROUTING PROCEDURES.
3. WHERE THIN-SET EPOXY TERRAZZO OR VINYL SHEET GOODS ARE THE SCHEDULED
FLOOR FINISH, ELIMINATE THE DIAMOND-SHAPED ISOLATION JOINT AND EXTEND
THE CONTROL JOINTS TO THE COLUMN.
S300-G SCALE: NONE
1 SLAB CONTROL/CONTRACTION JOINT
S300-G SCALE: NONE
2 SLAB CONSTRUCTION JOINT
S300-G SCALE: NONE
3 MECHANICAL EQUIPMENT PAD DETAIL
S300-G SCALE: NONE
6 RECESSED SLAB DETAIL
S300-G SCALE: NONE
7 CIP WALL CONSTRUCTION JOINTS
S300-G SCALE: NONE
10 CIP WALL CORNER REINF. DETAIL
S300-G SCALE: NONE
8 CMU FOUNDATION WALL SLEEVE
S300-G SCALE: NONE
4 EXCAVATION LIMITS DETAIL
S300-G SCALE: NONE
5 WALL FOOTING CONSTRUCTION JOINT
S300-G SCALE: NONE
9 WALL FOOTING SLEEVE DETAIL
SHEET PROJECT INFO SEAL REVISIONS DRAWING TITLE PROJECT ARCHITECT
MERCHANTS
CORPORATE
CENTER
CARMEL, IN
CLIENT
# DESCRIPTION DATE
NOVEMBER 10, 2017
17104
ISSUED FOR
CONSTRUCTION
2017-11-10
S300-G
TYPICAL
FOUNDATION
DETAILS
S300-G SCALE: 3/4" = 1'-0"
13 OVEREXCAVATION DETAIL - ENGINEERED FILL
S300-G SCALE: 3/4" = 1'-0"
14 OVEREXCAVATION DETAIL - LEAN CONC. FILL
S300-G SCALE: 3/4" = 1'-0"
11 COLUMN ISOLATION JOINT DETAIL
S300-G SCALE: 3/4" = 1'-0"
12 COLUMN ISOLATION JOINT DETAIL
05/01/18
Nick Mishler