HomeMy WebLinkAboutS302 FOUNDATION SCHEDULES, SECTIONS & DETAILS1
2
COLUMN & FOOTING
FOOTING PER PLAN ANCHOR RODS PER COLUMN
SCHED AND COLUMN BASE DETAIL
FILL W/ CONCRETE
ISOLATION JOINT
AT BRACE
CONTROL JOINT, TYP
COLUMN PER
PLAN
1/2" EXP JT
MATERIAL
T/SLAB
PER PLAN
T/FTG
PER PLAN
3" CLR4" MINBRACE PER PLAN
EXTEND ISOLATION JOINT TO
ENCOMPASS ENTIRE PORTION
OF BRACE AT/BELOW
CONCRETE SURFACE
ISOLATION JOINT
BRACE PER PLAN
CONCRETE INFILL
CONCRETE INFILL
CONCRETE INFILL
CONCRETE INFILL
1/2" EXP JT
MATERIAL
CONTROL
JOINT, TYP
COLUMN PER PLAN
EDGE OF SLAB
1/2" EXP JT
MATERIAL
EDGE OF
SLAB
EDGE OF
SLAB
COLUMN
PER PLAN
NOTES:
COLUMN & FOOTING
FOOTING PER PLAN
ANCHOR RODS PER COLUMN SCHEDULE
AND COLUMN BASE DETAIL
FILL W/ CONCRETE
ISOLATION JOINT
T/SLAB
PER PLAN
T/FTG
PER PLAN
3" CLRCONCRETE INFILL
EDGE OF
SLAB
1/2" EXP JT
MATERIAL
CONTROL JOINT, TYP
NOTE 4
NOTE 4
NOTE 4
EDGE OF
SLAB
1. FOR COLUMNS PLACED AFTER SLAB-ON-GRADE, SIZE ISOLATION
JOINT AS REQUIRED TO ALLOW FOR BASE PLATE INSTALLATION AND
TIGHTENING OF ANCHOR RODS AND MAINTAIN NOT LESS THAN 4"
MINIMUM CLEAR BETWEEN COLUMN AND ISOLATION JOINT.
2. FOR COLUMNS PLACED BEFORE SLAB-ON-GRADE, SIZE ISOLATION
JOINT AS REQUIRED TO KEEP ALL ANCHOR RODS WITHIN THE
ISOLATION JOINT AND MAINTAIN NOT LESS THAN 4" MINIMUM CLEAR
BETWEEN COLUMN AND ISOLATION JOINT.
3. FOR CIRCULAR ISOLATION JOINTS AT PERIMETER AND CORNERS,
ANGLE OF INTERSECTION BETWEEN JOINT AND WALL TO BE A
MINIMUM OF 90 DEGREES TO PREVENT RETURN OF SLAB BEHIND
CIRCULAR ISOLATION JOINT.
4. WHERE EXPANSION JOINT MATERIAL IS REQUIRED BETWEEN THE
TYPICAL EDGE OF SLAB-ON-GRADE AND WALL, CONTINUE THE
EXPANSION JOINT MATERIAL CONTINUOUS BETWEEN THE INFILL
CONCRETE AND WALL ALSO, TYPICAL.
OPENING PER PLAN WALL PER PLAN
#4 BAR x (OPENING + 3'-0")
AT SLAB MID-DEPTH UNO
(1) #4 BAR x 2'-6" AT
SLAB MID-DEPTH UNO
(1) #4 BAR x 2'-6" AT
SLAB MID-DEPTH UNO
ADDITIONAL REINFORCEMENT
NOT REQUIRED AT CJ
CJ
WALL OPENINGS
RE-ENTRANT CORNERS ADDITIONAL REINFORCING
NOT REQUIRED AT CJUNOEQUNOEQ2" CLR2" CLREQ EQ
SLAB EDGE OR
CJ PER PLAN
2" CL R
1
1
1
1
NOTES:
1. WHERE THERE IS INSUFFICIENT ROOM TO INSTALL A STRAIGHT BAR AS SHOWN CENTERED WITH
EQUAL LENGTH EACH SIDE OF THE RE-ENTRANT CORNER, PROVIDE BAR WITH A 90- OR 180-
DEGREE HOOK INSTALLED ON THE SIDE WITH SHORTER EMBEDMENT.
2. FOR SLABS WITH 2 LAYERS OF REINFORCEMENT, INSTALL ADDITIONAL REINFORCEMENT AT
ELEVATION OF TOP LAYER ONLY.2" CLRNOTE 1
NOTE 1
EX PRECAST WALL
EX FTG
FVNEW COL PER PLAN
(2) #5 x 2'-0" ADHESIVE
DOWELS (6" EMBED)
T/FTG
PER PLAN
T/SLAB
PER PLAN
COLUMN FTG PER PLAN6"2
CLEAN SURFACE OF EXISTING
FOOTING PRIOR TO
PLACEMENT OF NEW FOOTING
THICKEN NEW FTG TO MATCH BOT OF EX FTG
(3) #5 ADHESIVE ANCHOR (8" EMBED)
EXISTING SPREAD FOOTING
T/EX FTG
PER PLAN
EQEQ
1
2
CONT WF REINF
PER PLAN
NOTE: EXISTING STEEL COLUMN AND SLAB ON GRADE NOT SHOWN FOR CLARITY
Ld
T/FTG
PER PLAN
UNIFORMLY SLOPED BASE
NOTES:
1. SEE PLAN FOR STEP LOCATIONS AND ELEVATIONS.
2. MAXIMUM SINGLE STEP HEIGHT = 4'-0".
FOOTING
PER PLAN
CONT BARS CONT BARS
BARS
CONT
SPLICE
LAP
2H2 (MAX)
2H 1'-0" MIN
T/FTG
PER PLAN
T/FTG
PER PLANH2 H1HSPLICE
LAP
NOTE 4
SLAB DEPTH (IN)
DOWEL SIZE AND SPACING
4
DOWEL BAR
DIAMETER (IN)
TOTAL BAR
LENGTH (IN)
BAR SPACING
(CTR -CTR) (IN)
3/4 16 24
5-6 3/4 16 12
CONTROL JOINT
CONSTRUCTION JOINT
SLAB ON GRADE PER
PLAN
1/4" (+/-) TOOLED JOINT
SLAB ON GRADE
PER PLAN
COAT OR WRAP DOWEL TO
PREVENT BOND
SMOOTH DOWEL BAR PER
TABLE. INSTALL AT MID-DEPTH
OF SLAB, UNO.SEE PLANDSEE PLANDD/4APPLY CURING COMPOUND TO FACE
OF SLAB AFTER REMOVAL OF EDGE
FORM
CMU WALL & REINF PER PLAN
HOOKED DOWEL, SIZE AND
SPACING TO MATCH VERTICAL
REINFORCING LAP SPLICE PER
MASONRY LAP SPLICE CHART, UNO
1/2" EXP JT MATL, TYP
EXIST SLAB
FTG PER PLAN 3" CLRT/SLAB
PER PLAN
#4 x 1'-4" @ 24" OC DRILL
& GROUT 0'-8" INTO
EXISTING SLAB
SAWCUT, REMOVE & REPLACE
EXISTING SLAB AS REQUIRED TO
CONSTRUCT FOOTING & WALL (SLAB
THICKNESS TO MATCH EXISTING)
NOTE:
REINFORCE NEW SLAB-ON-GRADE CONCRETE WITH WWR PER SLAB ON GRADE SCHEDULE
STAIRS BY STAIR MANUFACTURER.
COORDINATE LOCATION OF THICKENED SLAB
PLACEMENT WITH STAIR MANUFACTURER
SUPPORT LAYOUT PRIOR TO PLACEMENT.8"1
2
#5 @ 12" OC EW BOTTOM3" CLRT/FTG
PER PLAN
MINIMUM 2'-0" WIDE THICKENED SLAB CENTERED ON
SUPPORTED ELEMENT, UNO. PROVIDE THICKENED SLAB
MINIMUM 1'-0" PAST STAIR SUPPORT EACH SIDE, UNO
2
Project Number
CERTIFIED BY
ISSUANCE INDEX
DATE:
PROJECT PHASE:
05/20/2021
7/2/2021 5:07:03 PMS302
FOUNDATION
SCHEDULES,
SECTIONS, AND
DETAILS
2021.00173
07/02/2021
CONSTRUCTION DOCUMENTS
ARTISTIC COMPOSITE
PALLETS -PHASE 2
4518 WEST 99TH
STREET CARMEL, IN
46032
N.T.S. S302
1 COLUMN ISOLATION JOINT AT BRACED FRAME
N.T.S.S302
3 TYPICAL STEEL COLUMN ISOLATION JOINT DETAILS
N.T.S.S302
2
TYPICAL ADDITIONAL SLAB ON GRADE
REINFORCEMENT AT RE-ENTRANT CORNERS
N.T.S.S302
4 SECTION
N.T.S.S302
6 SECTION
N.T.S. S302
8 TYPICAL STEPPED FOOTING
N.T.S.S302
9 TYPICAL SLAB ON GRADE JOINTS
1
N.T.S.S302
10 THICKENED SLAB AT STAIRS
NOT USED NOT USED
2 2
REVISION SCHEDULE
NO. DESCRIPTION DATE
1 ADDENDUM 1 05/20/2021
2 ADDENDUM 2 07/02/2021
09/16/21