8 of 056 - S201 - Typical Foundation Details Rev 01 2021-07-13.pdf

3"

NOTES:

1. DO NOT LOCATE CONSTRUCTION JOINTS IN COLUMN FOOTINGS OR ENLARGED SECTIONS OF

CONTINUOUS STRIP FOOTINGS.

2. EXTEND REINFORCING FROM FIRST POUR THRU BULKHEAD ADEQUATE DISTANCE TO

ENSURE A CLASS "B" SPLICE WITH REINFORCING FOR SECOND POUR.

2'-6 1/4"

CLASS "B" SPLICE

SEE GENERAL

NOTES

KEY JOINT FULL WIDTH OF FOOTING,

PROVIDE ONE KEY PER 12" OF

FOOTING THICKNESS

(1)-#5x36" SHEAR DOWEL

PER 12" OF FOOTING

WIDTH, TYP. TOP AND

BOTTOM

CONT. FOOTING REINFORCEMENT,

SEE SCHEDULES AND SECTIONS

3"

NOTES:

1. EXTEND REINFORCING FROM FIRST POUR THRU BULKHEAD ADEQUATE DISTANCE

TO ENSURE A CLASS "B" SPLICE WITH REINFORCING FOR SECOND POUR

2. BULKHEAD FOR FIRST POUR SHALL BE REMOVED AFTER INITIAL SET AND

CONCRETE ROUGHENED TO A MINIMUM 1/4" AMPLITUDE

3. LOCATE GRADE BEAM COLD JOINTS AT THIRD POINTS BETWEEN PILE CAPS

AND/OR SUPPORTING GRADE BEAMS

4. DO NOT LOCATED COLD JOINTS WITHIN REGIONS OF TOP OR BOTTOM BAR

SPLICES

5. G.C. SHALL COORDINATE LOCATION OF CONSTRUCTION JOINTS WITH REBAR

DETAILER TO ENSURE PROPER TOP AND BOTTOM BAR SPLICING, AND PROPER

NUMBER OF JOINT DOWEL BARS.

2'-1 3/8"

CLASS "B" SPLICE

SEE GENERAL

NOTES

KEY JOINT FULL WIDTH OF

GRADE/TIE BEAM

(2)-#9 x 9'-0" SHEAR DOWELS, TYP. TOP AND BOTTOM

TOP BARS, SEE SCHEDULE

SECOND

POUR

FIRST

POUR

BOTTOM BARS,

SEE SCHEDULE

EQ EQ

M

IN

COL.

CL

SEE PLAN

8"

C L R

T

Y P

3" CLR.

TYP.

ADJACENT GRADE

V A

R

IE

S

M

IN

NOTE:

SLAB SLOPES,

SEE PLAN.

4" SLAB W/ 3000 PSI

CONC.

(NORMAL WEIGHT), SEE

PLAN ALSO.

FORM WIRE MESH

DOWN

INTO FOOTING.

3/4" CHAMFER EDGE.

#4 CONT. NOSE BAR.

(2)-#5's CONT.

3000 PSI CONCRETE FOOTING.

SHEAR REINFORCING/

STIRRUPS, SEE

SCHEDULE FOR SIZE &

SPACING.

CONT. TOP

REINFORCING, SEE

SCHEDULE FOR SIZE &

QUANTITY.

TYPICAL TB1 FOOTING

SECTION DETAIL

SEE SCHEDULE FOR

SIZE & REINFORCING

S E

E S

C H

E D

CONT. BOTTOM

REINFORCING, SEE

SCHEDULE FOR SIZE &

QUANTITY.

A L L

S

ID

E

S

C

L R

T

Y P

135° HOOK

SHEAR REINF. STIRRUPS @

EA. INTERIOR BAR

NOTES:

1) PROVIDE STEP FOOTINGS AT ALL LOCATIONS INDICATED ON PLAN

2) PROVIDE STEP FOOTINGS AS REQUIRED TO AVOID PIPING AND OTHER MISC. MECHANICAL ITEMS

3) DO NOT STEP GRADE BEAM OR TIE BEAM FOOTING WITHOUT PRIOR APPROVAL FROM ENGINEER

18"

36"

#4 BENT NOSE BARS @ 6" O.C.

S E

E P

L A

N

M A

X

U .N

.O

TIE BARS, MATCH SIZE AND QUANTITY

OF MAIN FOOTING BARS

CLASS "B" SPLICE

SEE GENERAL

NOTES

CLASS "B" SPLICE

SEE GENERAL

NOTES

MAIN FOOTING

BARS,

SEE FOOTING

SCHEDULE

18"W.x12"D.xLENGTH

3000 PSI CONC.

1/4" BENT PLATE W/

1-5/8Øx6" EMBEDMENT

ANCHOR BOLT.

NEW SLAB

3/16

NEW STEEL LADDER, THE

LADDER SHALL BE

DESIGNED BY THE STEEL

SUPPLIER, AND SHALL

MEET ALL IBC AND OSHA

REQUIREMENTS.

1_

1/2" EXPANSION JOINT 1/2" EXPANSION JOINT

NEW SLAB

EDGE OF COLLAR, TYP.

M

IN

S E

E P

L A

N

M

IN

EDGE OF SLAB/ FACE OF BLOCK

STEP COLLAR INTO BRICK

SPACE BELOW GRADE AS

REQUIRED TO PROVIDE 3"

COVER ON BASE PLATE

BASE PLATE AND ANCHOR

BOLTS, SEE SPECIFIC

DETAILS

COLUMN, SEE PLAN AND

SCHEDULE FOR SIZE

NOTES:

1. TOP OF COLLAR SHALL MATCH TOP OF ADJACENT SLAB. COORDINATE WITH UPFIT SLAB REQUIREMENTS

2. PROVIDE #3 TIES (2-PIECE "U" SHAPED) @ 8" O.C. VERTICALLY IN COLLAR. MIN. NUMBER OF TIES SHALL BE (2)

3. STEP COLLAR INTO BRICK SPACE BELOW GRADE AS REQUIRED TO PROVIDE MINIMUM COVER

4. COAT COLUMN, BASE PLATE, AND ANCHOR RODS WITH ASPHALT PAINT PRIOR TO POURING CONCRETE

COLLAR.

5. DETAIL IS TYPICAL AT SLAB ON GRADE ONLY

6. COORDINATE COLLAR GEOMETRY WITH SPECIFIC PLAN DETAILS

3" MIN.3" MIN.

1'-6" Ø

6"

ROUNDED CONC.

TOP 1/2" CROWN

NOTE: BOLLARDS SHALL BE AS

REQUIRED BY OSHA

REGULATIONS. G.C. TO

COORD.

6"Ø CONC. FILLED STEEL PIPE

PAINT SAFETY YELLOW

1" CROWN

PAVING

GRANULAR FILL

STEEL PIPE SLEEVE

CONCRETE FOOTING

10x10x1/4" THICK

PLATE WELDED

ALL AROUND

NOTE: SEE ARCHITECTURAL

DRAWINGS FOR LOCATION

EXISTING SLAB NEW SLAB/FOOTING

6" 1'-0" UNO

NEW #4x1'-6" LONG DOWELS

@ 24" O.C. (DRILL & EPOXY

INTO EXISTING SLAB)

SLAB ON GRADE,

SEE PLAN

VAPOR

RETARDER

CAPILLARY BARRIER

AS INDICATED

EXISTING FILL, RECOMPACTED

PRIOR TO POURING NEW

SLAB/FOOTING

SLAB EDGES

#4x5'-0" RE-ENTRANT BAR

CONTROL JOINT, COORDINATE

WITH PLANS AND FINAL FIELD

LAYOUT OF CONTROL JOINTS

2"

2' -6

2' -6

FIRST POUR SECOND POUR

1'-0" 1'-0"

1/2"øx24" SMOOTH BARS @

24" O.C. (GREASE ONE END)

SLAB ON GRADE,

SEE PLAN

VAPOR

RETARDER

CAPILLARY BARRIER

AS INDICATED COMPACTED SUBGRADE

PLATE, THROUGH

CENTERLINE OF TUBE

STEEL

4" SLAB W/ WWM

ON COMPACTED FILL

SLIP CRITICAL CONNECTIONS DO NOT HDG,

GALVANIZE IN FIELD AFTER CONNECTION IS

FINAL. TYPICAL ALL CONNECTIONS SHOWN

HEREIN. DESIGN WELDED CONNECTIONS TO BE IN

ACCORDANCE WITH ALL CURRENT CODE

REQUIREMENTS, SEISMIC PROVISIONS AND ALL

SUBSEQUENT ADDENDUM'S TO THE CODE AND

SEISMIC PROVISIONS.

SEE TYPICAL DETAIL FOR BASE

PLATE ATTACHMENT

2" GROUT, TYPICAL

SEE PLAN

FOR

COLUMN SIZE

3000-PSI CONC. COLLAR

AROUND

COLUMNS, TYP.

TYP ALL

1'-0" M

IN

S E

E P

L A

N

S C

H E

D

T Y

P

S E

E P

L A

N

SEE PLAN/SCHED. FOR FTG. SIZE & REINF. REQUIREMENTS

1/2" EXPANSION JOINT MATERIAL

#4 DOWELS

SLAB ON GRADE W/

WWM, SEE PLAN.

#4 CONT. NOSE BAR.

8"

S E

E P

L A

N

M

IN

THICKENED SLAB EDGE W/

(2)-#4 CONT.

EXIST ASPHALT NEW CONC SLAB

COMPACTED

SUBGRADE

JOINT & WATERPROOFING

BY G.C.

EXISTING

ASPHALT

3" CLR. TYP.

SAW CUT EXISTING ASPHALT (TRUE)

PROVIDE CLEAN SMOOTH SURFACE FOR

BONDING NEW ASPHALT

4" SLAB W/ WWM

ON COMPACTED FILL

SEE TYPICAL DETAIL FOR BASE

PLATE ATTACHMENT

2" GROUT, TYPICAL

SEE PLAN

FOR

COLUMN SIZE

3000-PSI CONC. COLLAR

AROUND

COLUMNS, TYP.

S E

E P

L A

N

S C

H E

D

T Y

P

S E

E P

L A

N

SEE PLAN/SCHED. FOR FTG. SIZE & REINF. REQUIREMENTS

1/2" EXPANSION JOINT MATERIAL

#4 DOWELS

OIL PIT,

SEE PLAN

PLAN

SEE

COL.

CL

SEE PLAN

SLAB ON GRADE,

SEE PLAN

CAPILLARY BARRIER

AS INDICATED

COMPACTED SUBGRADE

EXISTING INTERIOR SLAB

EXISTING WALL BEYOND

EXISTING FOUNDATION

WALL

GC TO COORD. STEP/

ELEVATION

1/2" EXP'N JOINT

C E

R T

IF

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T I O

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ADC

NO. 00253

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ADC #17005.0

1" = 1'-0"1

TYP. FOOTING CONSTRUCTION

JOINT

1" = 1'-0"2 TYP. GB/TB SPLICE

1" = 1'-0"4 TYP. THICKENED SLAB EDGE

1" = 1'-0"3 TYP. GB/ TB FOOTING SECTION

1" = 1'-0"6 TYP. STEP FOOTING (AS NEEDED)

1" = 1'-0"12 TYP LADDER BASE DETAIL

1" = 1'-0"5

TYP. STEEL COLUMN COLLAR

(PERIMETER CONDITION)

1" = 1'-0"8 TYP. BOLLARD DETAIL

1" = 1'-0"9A

TYP. NEW-TO-EXISTING SLAB

CONSTRUCTION

3/4" = 1'-0"10ATYP. SLAB RE-ENTRANT CORNER

1" = 1'-0"9B

TYP. SLAB-ON-GRADE

CONSTRUCTION JOINT

1" = 1'-0"11 TYP. FOUNDATION DETAIL

No. 28196

S O

UTH CAROL INA

L

IC

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N S

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P

R O

F E S S I ON

A

L E

N G

I N

E E

R

C H

R

IS

TOPHER J .

G

I L G

E R

1" = 1'-0"7B

SLAB - TYP. THICKENED SLAB EDGE

DETAIL FOR INTERIOR SLAB EDGES

1" = 1'-0"10BTYP. FOUNDATION @ PIT

1" = 1'-0"7A

TYPICAL SECTION @ EX. BUILDING/

LID.