S-002-TYPICAL DETAILS.pdf

DRILLED PIER SCHEDULE

PIER

MARK

SHAFT

DIAMETER

REINFORCING

LONGITUDINAL TIES

QUANTITY SIZE SIZE SPACING

TOP OF

PIER

ELEVATION

BOTTOM

OF PIER

ELEVATION

P1 2'-0" 8 #7 #4 10" OC 96'-8" 79'-0"

P2 2'-0" 8 #7 #4 10" OC 95'-8" 79'-0"

P3 2'-0" 8 #7 #4 10" OC 79'-0"

P4 2'-0"

96'-8"

BELL

DIAMETER

4'-0" 4'-0" 6'-0"

6'-0" 8 #7 #4 10" OC 95'-8" 79'-0"

PIER CAP OR

GRADE BEAM

TY

P

DOWEL QUANTITY AND SIZE TO

MATCH PIER REINFORCING. PROVIDE

STD HOOK AT TOP AND CLASS "B"

TENSION EMBEDMENT INTO PIER

3" CLEAR TO TIE

CAGE SPACERS REQUIRED

TO MAINTAIN CLEARANCE

REFER TO DRILLED PIER

SCHEDULE FOR SIZE

AND SPACING OF TIES

PLASTIC SHOE

REQUIRED TO

MAINTAIN CLEAR

COVER

EQUAL SPACING BETWEEN

LONGITUDINAL

REINFORCING

48 BAR Ø LAP

MINIMUM PIER CAP REINFORCING:

#6 HOOKED BARS AT 6" (MAX) ON CENTER EACH WAY, TOP AND

BOTTOM. EXTEND GRADE BEAM REINFORCING THROUGH PIER CAPS

TYPICAL. FOR EACH CONTINUOUS #8 BAR FROM GRADE BEAMS, ONE

#6 PIER CAP BAR IN THE SAME DIRECTION MAY BE ELIMINATED TO

REDUCE CONGESTION. REFER TO GRADE BEAM SCHEDULE FOR SIZE

AND REINFORCING.

DRILLED PIER

(IN PLAN SECTION)

B

EA

M S

C H

ED

U

LE

R

EF

ER

G

R

AD

E

NOTE: FOR ESTIMATING PURPOSES, BOTTOM OF PIER

ASSUMED TO BE 21 FEET BELOW FINISH FLOOR ELEVATION.

TOP OF PIER ELEV

REFER SCHEDULE

BOTTOM OF PIER

ELEVATION 79'-0"

TOP OF PIER CAP OR

GRADE BEAM ELEV

REFER PLANS

REFER TO DRILLED PIER

SCHEDULE FOR REINFORCING

SIZE AND NUMBER

UNLESS NOTED OTHERWISE

REFER SCHEDULE

BELL DIAMETER

1' -0

DIAMETER

SHAFT

2"

3" TYP

IF GRADE BEAMS COMING INTO PIER CAP ARE OF

DIFFERENT DEPTHS OR ELEVATIONS, ENLARGE

PIER CAP TO ENCAPSULATING DEPTH OF ALL

INCOMING GRADE BEAMS.

NOTE:

BARS MAY BE CONTINUOUS

ACROSS MORE THAN ONE

SPAN.

REFER GRADE BEAM SCHEDULE FOR

GREATER TOP REINFORCEMENT OF

SPANS L1 AND L2

FIRST STIRRUP 3" FROM

FACE OF SUPPORT

PROVIDE STD

HOOK, TYP

DRILLED PIER

TYPICAL

REFER SCHEDULE

FOR BOTTOM

REINFORCING

FACE OF SUPPORT

FOR ROUND PIER

TYPICAL

FIRST STIRRUP 3" FROM

FACE OF SUPPORT

END OF CLEAR SPAN

TYPICAL

INTERIOR CLEAR SPAN

TYPICAL

INTERIOR CLEAR SPAN

TYPICAL

ELEVATION

L1 L2 L3

EQ. EQ.

SPLICE

CLASS B

SPLICE

CLASS B

SPLICE

CLASS B

SPLICE

CLASS B

FACE OF PIER CAP

FACE OF SUPPORT =

0.45 X PIER Ø OR TO

PIER CAP

0.89 X PIER CAP Ø

OR WIDTH OF

TY

PI

C

AL

3" C

LE

AR

TY

P

2" C

LR

#4 STIRRUPS AT 8" ON CENTER FOR THE

FIRST 10 FEET FROM THE CENTER LINE

OF THE SUPPORT AT EACH END OF THE

GRADE BEAM AND BALANCE AT 10" ON CENTER

CONCRETE REINFORCEMENT LAP LENGTH SCHEDULE

BAR

SIZE

TOP

#4

#5

#6

#7

#8

#9

#10

#11

1.

2.

3.

4.

5.

VALUES ARE BASED ON 4,000 PSI CONCRETE, MINIMUM 60,000 PSI

REINFORCEMENT STEEL AND NORMAL WEIGHT CONCRETE. LENGTHS

ARE IN INCHES.

CENTER TO CENTER SPACING WAS ASSUMED TO BE GREATER THAN

1.0 db PLUS TWICE THE CONCRETE COVER

TOP BARS ARE HORIZONTAL BARS WITH MORE THAN 12 INCHES OF

CONCRETE CAST BELOW THE BARS.

FOR GRADE 75 REINFORCING BARS, MULTIPLY THE TABULATED VALUES

BY 1.25. FOR GRADE 80 REINFORCING BARS, MULTIPLY THE TABULATED

VALUES BY 1.33.

FOR LIGHTWEIGHT CONCRETE, DIVIDE THE TABULATED VALUES BY

0.75.

#3

LAP

CLASS

A B A B A B A B A B A B A B

A B

A B

OTHER

UNCOATED

COVER=0.75"

TOP OTHER

UNCOATED

COVER=1.50"

TOP OTHER

UNCOATED

COVER=2.00"

TOP OTHER

UNCOATED

COVER=3.00"

CONTROL JOINT

COLUMN AND BASE PLATE -

REFER PLAN

CONCRETE FILL AROUND

COLUMNS MATCHING

SPECIFIED CONCRETE

MIX DESIGN

INTERIOR

CONTROL

JOINT, TYP

CONTROL

JOINT

COLUMN AND BASE PLATE -

REFER PLAN

CORNER EXTERIOR

90.00°

90.00°

90.00°

CONCRETE FILL AROUND

COLUMNS MATCHING

SPECIFIED CONCRETE

MIX DESIGN

COLUMN AND

BASE PLATE -

REFER PLAN

1.

2.

NOTES:

ELONGATE BLOCKOUT AS NEEDED

FOR GUSSET PLATES.

PROVIDE EXPANSIVE MATERIAL

AROUND COLUMN PRIOR

TO INFILLING BLOCKOUT

WITH CONCRETE.

3. AS THIS IS A STRUCTURAL SLAB,

LIMIT BLOCKOUT SIZES AS MUCH AS

PRACTICAL AND MAINTAIN AT LEAST

A MINIMUM 6 INCHES BEARING ON

GRADE BEAMS, TYP

(MIN)

3"

(MIN)

3"

(M

IN

)3"

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Frankfurt-Short-Bruza Associates,P.C.

D

SHEET NUMBER:

ISSUE DATE:

SHEET TITLE:

PROJECT NUMBER:

PROJECT INFORMATION:

REVISION HISTORY:

DATEDESCRIPTION

REVIEWED BY:

DRAWN BY:

DESIGNED BY:

PROJECT MANAGER:

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15 AUGUST 2024

TYPICAL DETAILS

S-002

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DRILLED PIER SCHEDULEC3

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DRILLED PIER & PIER CAPC1

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GRADE BEAM REINFORCINGD3

1 Addendum 02 09/16/2024

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