S-301 Amendment 3.pdf

NOTES:

1. THIS DETAIL MAY BE USED FOR REPLACEMENT SLAB-ON-GRADE

CONSTRUCTION AS REQUIRED.

IF ORIGINAL SLAB HAS A VAPOR

BARRIER, REPLACE IN KIND WITH A

NEW VAPOR BARRIER, 15 MIL THICK

S E

E P

L A

N T

H

IC

K N

E S

S t)

NEW SLAB-ON-GRADE, WHERE

REQUIRED - SEE PLAN

6x6 - W2.9xW2.9 WWR, CENTERED IN SLAB

/3 t)

CONC PAD

#4 @ 18" OC (2 MIN)

EACH WAY

LEVEL TOP

#5 @ 18" OC

EACH WAY

C L R

/2

2' - 0" TYP1/2" TOOLED

RADIUS 8

M

A X

M

IN

TYP

1 1/2" CLR

(E) CONC SLAB

INSTALL BARS IN SLAB USING

HILTI HIT-HY 270

CLEAN & ROUGHEN SURFACE

BEFORE POURING PAD

SEE PLAN, ARCH, MECH, OR ELEC

FOR SIZE AND LOCATION OF PAD

BEND BARS AT

PERIMETER OF SLAB

8" COORD WITH LIFT MANUFACTURER 8"

EXCAVATE AS REQUIRED FOR NEW LIFT PAD

SAWCUT AND REMOVE (E) SLAB, AND

AS REQUIRED BY

MATERIAL LIFT MANUF

3/4" CHAMFER, TYP

#4 @ 12" OC, EACH WAY

(E) CONC SLAB-

ON-GRADE

#4 BAR, TYP

DRILL AND EPOXY BENT

BAR INTO (E) CONC, 6" MIN

#4 @ 12" OC BENT BARS

6"

SMOOTH DOWEL BARS - SEE

SCHEDULE. DRILL INTO EXISTING

EXISTING CONCRETE SLAB

UNBONDED

SLAB ON GRADE

SEE

SLAB

THICKNESS

4"

SMOOTH DOWEL

BAR

5"

6"

1/2"Ø x 1' - 4" @ 18" OC

3/4"Ø x 1' - 4" @ 12" OC

S-301

#4 TIES @ 4" OC

(8) #6 VERTICAL BARS

EL (SEE PLAN)

T.O. PIER

E Q

E Q

1' - 4"

EQ EQ

5/16

TYP

7/8" BASE PLATE WITH

(4) 3/4"Ø ANCHOR RODS

WITH 9" EMBEDMENT

NOTE:

1. NO WELDS REQUIRED AT FLANGE TOES AND RADIUSES.

2. REFER TO TYPICAL ANCHOR ROD DETAIL FOR ADDITIONAL

INFORMATION.

3. CONTRACTOR TO ENSURE GROUT IS COMPLETELY

INFILLED AROUND ANCHOR RODS UNDER BASE PLATE.

4. SEE 6/S-301 FOR TYPICAL ANCHOR ROD.

1' - 0"

4" 2" 2" 4"

BP1 BP2

1' - 0"

/4

/4

/4

/4

3 1/4"

2 3/4" 2 3/4"

3 1/4"

GUSSET PLATE FOR

VERT BRACE - SEE

ELEVATION

7/8" BASE PLATE WITH

(4) 1"Ø ANCHOR RODS

WITH 9" EMBEDMENT

BP3

/4

1' - 0"

/4

/4

/4

3 1/4"

2 3/4" 2 3/4"

3 1/4"

7/8" BASE PLATE WITH

(4) 1"Ø ANCHOR RODS

WITH 9" EMBEDMENT

NON-SHRINK

GROUT

HEAVY DUTY

LEVELING NUT

HEAVY

DUTY NUT

DIAMETER, d

NON-SHRINK

GROUT

HEAVY DUTY

LEVELING NUT

HEAVY

DUTY NUT

E M

B E

D M

E N

T

/2

M

IN

TACK

NOTES:

1. REFERENCE BASE PLATE DETAILS FOR DIAMETER AND EMBEDMENT.

2. REFERENCE GENERAL NOTES FOR MATERIAL REQUIREMENTS.

3. ANCHOR RODS SHALL BE SET PRIOR TO PLACEMENT OF CONCRETE.

4. PROTECT ANCHOR RODS FROM DAMAGE.

5. SET ANCHOR RODS PERPENDICULAR TO BEARING SURFACE, UNLESS

NOTED OTHERWISE.

6. PROVIDE 1" NON-SHRINK GROUT AT ALL BASE PLATES.

CONTRACTOR OPTION

E M

B E

D M

E N

T

DIAMETER, d

DOWEL TIES INTO (E) FOUNDATION

WALL WITH 6" EMBEDMENT WITH

ADHESIVE PER GENERAL NOTES

S E

E P

L A

N

8" 8"

1' - 4"

(4) #5 TIES SPACED AT 3 1/2" OC AT

TOP OF PIER, BALANCE AT 12" OC

(4) #5 TIES SPACED AT 3 1/2" OC

FOR DEPTH OF ANCHORS

(7) #6 VERT BARSANCHOR BOLTS - SEE

BASE PLATE DETAIL

S-301

DOWEL AND EPOXY REINF INTO (E)

FOOTING PER GENERAL NOTES

(E) FDN WALL

SEE PLAN

STEEL COLUMN -

SEE PLAN

EL (SEE PLAN)

T.O. SLAB

EL (SEE PLAN)

T.O. PIER

EL (MATCH EXISTING,

B.O. FOOTING

SEE PLAN)

(E) FOOTING

SEE PLAN

(E) CMU WALL

SEE PLAN

PIER - SEE

VERT AND TIE REINF -

SEE

SEE NOTES

(V

IF

8/S-301

8/S-301

MICROPILE AND CAP -

BY OTHERS, SEE PLAN

NOTES:

1. WHERE VERTICAL BARS OCCUR OVER A NEW

FOOTING OR PILE CAP, PROVIDE HOOKED BARS.

2. WHERE VERTICAL BARS OCCUR OVER AN

EXISTING FOOTING, DRILL AND EPOXY INTO

EXISTING CONCRETE, 8" MINIMUM.

PILE CAP -

SEE PLAN

SEE FOR DOWELS

REMOVE AND REPLACE (E) SLAB-ON-

GRADE AS REQUIRED - SEE 1/S-301

3/S-301

EL (SEE PLAN)

T.O. PILE CAP

S E

E S

C H

E D

U L E

P

IL

E C

A P

D E

P T

H

3" CLR, TYP

BOTTOM

REINFORCING

SEE SCHEDULE

BASE PLATE - SEE PLAN

CONSTRUCTION OR

CONTROL JOINT - SEE

GENERAL NOTES FOR

SPACING REQUIREMENTS

CONCRETE INFILL

1/2" EXPANSION

JOINT MATERIAL

90° HOOK ON

BOTTOM BARS

EACH WAY

3" C

LR

C L R

M A

X

EL (SEE PLAN)

T.O. SLAB

SEE FOR DOWELS

REMOVE AND REPLACE (E) SLAB-ON-

GRADE AS REQUIRED - SEE 1/S-301

3/S-301

MICROPILE AND CAP -

BY OTHERS, SEE PLAN

1' - 3" 1' - 6" 1' - 6" 1' - 3"

5' - 6"

SEE PLAN FOR

COLUMN AND

PIER INFORMATION

MICROPILE - SEE

FOUNDATION PLAN

SEE SCHEDULE FOR

CAP THICKNESS

AND REINFORCING

NOTES:

1. AT SIM, PILE CAP IS TO BE DOWELED INTO AN EXISTING

FOOTING. SEE PLAN AND . ADJUST THE POSITION

OF THE PILE CAP RELATIVE TO THE COLUMN LOCATION AS

REQUIRED BY CONFIGURATION OF THE EXISTING FOOTING,

BUT DO NOT PLACE MICROPILES CLOSER THAN WHAT IS

SHOWN.

9/S-301

1' - 3" 1' - 6" 1' - 6" 1' - 3"

5' - 6"

SEE SCHEDULE FOR

CAP THICKNESS AND

REINFORCING

SEE PLAN FOR

COLUMN AND PIER

INFORMATION

MICROPILE - SEE

FOUNDATION

PLAN

NOTES:

1. AT SIM, PILE CAP IS TO BE DOWELED INTO AN EXISTING

FOOTING. SEE PLAN AND . ADJUST THE POSITION

OF THE PILE CAP RELATIVE TO THE COLUMN LOCATION AS

REQUIRED BY CONFIGURATION OF THE EXISTING FOOTING,

BUT DO NOT PLACE MICROPILES CLOSER THAN WHAT IS

SHOWN.

9/S-301

6' - 9"

1' - 3" 2' - 1 1/2" 2' - 1 1/2" 1' - 3"

/2

/2

MICROPILE - SEE

FOUNDATION PLAN

SEE SCHEDULE FOR

CAP THICKNESS AND

REINFORCING

SEE PLAN FOR COLUMN

AND PIER INFORMATION

1' - 3" 3' - 0" 3' - 0" 1' - 3"

8' - 6"

SEE PLAN FOR

COLUMN AND

PIER INFORMATION

MICROPILE - SEE

FOUNDATION PLAN

SEE SCHEDULE FOR

CAP THICKNESS

AND REINFORCING

S-301

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMP

321 4 5 6 7 8 9 10

Calvin rchitects, P.C.L 3705 North 200th Street

Elkhorn, Nebraska 68022

Phone: 402.291.6941 Fax: 402.291.9193

AH. INZ

Incandescence Life Safety, Inc.

3575 Ringsby Court, #408, Denver, CO, 80216

Phone:(720) 722-3010

589A4-20-158

IMEG Corp.

15 Sunnen Drive, Suite 104

St. Louis, MO 63143

Phone:(314) 951-2534

BID SET RENOVATE WAREHOUSE FOR

PANDEMIC PREPAREDNESS

HARRY S. TRUMAN MEM. VETERANS HOSPITAL

800 HOSPITAL DR., COLUMBIA MO 65201

Dwg. # of 94

C R e v it L o c a l F ile s \S

.1

V

A T ru m a n

W a re h o u s e

C s u jit k u m a r.

n

.p a d h a n

.r v t

-A p r-

:2

:2

P

M

S-301

FOUNDATION SECTIONS AND DETAILS

MICALB WALLEW03/24/2021

3/4" = 1'-0"

TYPICAL SLAB CONSTRUCTION

1 3/4" = 1'-0"

CONCRETE EQUIPMENT

PAD AT EXISTING DETAIL

2 3/4" = 1'-0"

MATERIAL LIFT FOUNDATION

43/4" = 1'-0"

NEW TO EXISTING SLAB DETAIL

3 3/4" = 1'-0"

PIER (P1) DETAIL

1" = 1'-0"

BASE PLATE DETAILS

71 1/2" = 1'-0"

TYPICAL ANCHOR ROD

6 3/4" = 1'-0"

PIER P2 DETAIL

3/4" = 1'-0"

FOOTING DETAIL

3/4" = 1'-0"

INTERIOR PILE CAP SECTION

1/2" = 1'-0"

2-PILE CAP DETAIL

11 1/2" = 1'-0"

4-PILE CAP DETAIL

12 1/2" = 1'-0"

5-PILE CAP DETAIL

13 1/2" = 1'-0"

3-PILE CAP DETAIL

Revisions: Date:

BID SET 03/24/2021

ADDENDUM NO. 1 04/29/2021

atast Text Box

AMENDMENT #3

atast Text Box 05/07/2021 atast Snapshot