Omaha Structural Designs.pdf

PLAN NOTES:

1. FOR STRUCTURAL GENERAL NOTES - SEE SHEET S-001

2. EL. 100'-0" = CIVIL EL. 1234.50'

3. TOP OF PILE CAP OR FOOTING ELEVATION = 83'-0"

UNLESS NOTED THUS:

4. INDICATES PILE CAP TYPE - SEE SHEET SB501

5. FOR STEEL COLUMN SCHEDULE - SEE SHEET SF601

6. NOTCH EXTERIOR WALLS/CURBS AS REQUIRED FOR EXTERIOR COLUMNS

- CONTINUE REINFORCEMENT AROUND NOTCH

7. * INDICATES DIMENSIONS TO BE COORDINATED WITH OTHER

DISCIPLINES. COORDINATE WITH CIVIL, MECHANICAL,

ELECTRICAL, AND ARCHITECTURAL DRAWINGS AND

EQUIPMENT SUPPLIED FOR OPENING SIZES AND LOCATIONS

AND SUPPORT LOCATIONS.

2P

80'-0"

2 3 4 5 6 7

C

D

E

F

G

H

B

J

M A

T C

H L

IN

E

S E

E S

B -B

M A

T C

H L

IN

E

S E

E S

B -B

2.5

2P 3P

4P 3P

4P 3P 3P

3P

4P4P4P4P

4P 3P

2P

2P 2P

3P 3P 4P 3P 4P

4P

5P5P

4P4P

5P

4P

5P4P

3P

2P

3P2P

2P

3P 3P 3P

4P 4P 5P

5P

5S

5" SLAB-ON-GRADE

EL. = 84'-0"

ELEVATOR

PIT

ELEVATOR

PIT

3'

/4

MATCH LINE

SEE SB101-C

3.52.4

2P

17' - 0" 19' - 0" 21' - 9 1/4" 7' - 2 3/4" 29' - 0" 29' - 0" 29' - 0"

9' - 0" 1' - 1 3/4" 4' - 7 1/4"

2P

MATCH LINE

SEE SB101-D

/D1 SB502

8'

/4

D1

SB503

D5

SB503

2.6

B.7

'-0

W8x18

W8x18

80'-0

B3

SB502

B1

SB502

C5

SB502

B1

SB501

TYP.

B1

SB502

80'-0"

W 8x

2' - 9"

2' - 0 1/4"

3' - 3 1/2" * 9' - 7" * 12' - 1 3/8" * 13' - 11 7/8" * 16' - 0 1/4" * 19' - 1 7/8" *

TYP.

5'

/4

C5

SB502

3'

/4

3'

/4

1P1P1P1P

C3

SB504

D3

SB503

B1

SB503

B2

SB503

24" SQUARE

CONC. PILASTER

24" SQUARE

CONC. PILASTER

CONC. PILASTER

C5

SB502

2'

/4

3'

/4

3" SCALE DEPRESSION

- SEE D3

SB502

2" SHOWER DEPRESSION

- SEE D3

SB502

/8

5'

/8

2'

/2

3'

/8

1/

8"

6'

/8

3.7 4.8 5.9

SB504

D3

THICKENED SLAB

UNDER 6" CMU WALL

D4

SB504

SB504

D5

SB504

C1

4' - 7" * 2' - 4" *

1'

9'

9'

9'

6'

4"

/4

* 10

8' - 7 1/4" * 8' - 7 1/4" *

1' - 6 3/4"4' - 11 1/2" *

2' - 0 5/8"

9' - 2 1/2" *

2'

/4

2' - 2 3/4"

6.8

A.8

1P

6.1

A2

SB504

B1

SB503

SIM.

80'-0"CONC. PILASTER

B

/8

4' - 7" *

D5

SF506

12' - 10" *

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

/8

3'

3' - 0" * 7' - 7 7/8" *

3'

8'

/4

2' - 0 3/8"

1P

4' - 2" * 5' - 8 1/4" *

1'

5'

/4

1/

8"

1'

1' - 2" * 6' - 9" *

9 1/2" *

3' - 7 1/2" *

4'

5'

/8

3' - 3 7/8" * 1' - 1 1/8" *

4'

5'

/8

80'-0"

80'-0"

80'-0" 1P1P

T O

1P

C

A P

6'

/4

T Y

P

SUMP PIT

COORDINATE

WITH ELEV.

MFR.

SUMP PIT

COORDINATE

WITH ELEV.

MFR.

C3

SB504

THICKENED SLAB CENTERED

UNDER STONE WALL D4

SB504

SIM

THICKENED SLAB CENTERED

UNDER STUD WALL

D4

SB504

SIM

AT H-1 HOOK ALL

LONGITUDINAL PILE BARS

INTO PILE CAP - SEE

B1

SB501

2'

/4

1'

/2

WIDEN GRADE BEAM TO ALLOW

STONE STEM WALL SUPPORT

-SEE ARCH. FOR EXTENT

3'

9' - 10"

9" *

2'

7'

3/

4"

1' - 11 3/4" *

0" *

7' - 0 1/4" *

/4

/4

7' - 0 1/4" *

B1

SB503

1'

/4

2'

/4

3'

/8

NTRUE

NORTH

KEY PLAN

REVISIONS

FILE LOG

ACTIVITY

Draw

Design

Manager

Check

STAMP

© LEO A DALY Company 2016

Project No.

BY

A B

A

B

C

D

E

1 2 3 4 5 6

P L A N N I N G

A R C H I T E C T U R E

E N G I N E E R I N G

I N T E R I O R S

EST. 1915

C

D

/2

/2

:3

:5

A

M C

U s e rs

\m a to m c a k \D o c u m e n ts

\A u to d e s k \R e v it

P ro je c ts

\V A

C D

C -S tr u c tu ra l_ m a to m c a k .r v t

4101 Woolworth Ave, Omaha, NE 68105

OMAHA VA MEDICAL

CENTER

FOUNDATION PLAN AREA A

SB101-A

VETERANS

AMBULATORY CARE

CENTER

001-10149-000

3/20/2018

BAS

MAT

RBC/JKZ

JSM

CONTRACT DOCUMENT

SUBMITTAL

8600 Indian Hills Drive Omaha, NE 68114-4039 Tel 402.391.8111 Fax 402.391.8564

SCALE: 1/8" = 1'-0"

FOUNDATION PLAN - AREA A

4'

SCALE : 1/8" = 1'-0"

0 8' 16'

NO. DESCRIPTION DATE

2. EL. 100'-0" = CIVIL EL. 1234.50'

3. TOP OF PILE CAP OR FOOTING ELEVATION = 83'-0"

UNLESS NOTED THUS:

4. INDICATES PILE CAP TYPE - SEE SHEET SB501

5. FOR STEEL COLUMN SCHEDULE - SEE SHEET SF601

6. NOTCH EXTERIOR WALLS/CURBS AS REQUIRED FOR EXTERIOR COLUMNS

- CONTINUE REINFORCEMENT AROUND NOTCH

7. * INDICATES DIMENSIONS TO BE COORDINATED WITH OTHER

DISCIPLINES. COORDINATE WITH CIVIL, MECHANICAL,

ELECTRICAL, AND ARCHITECTURAL DRAWINGS AND

EQUIPMENT SUPPLIED FOR OPENING SIZES AND LOCATIONS

AND SUPPORT LOCATIONS.

2P

80'-0"

6 7 8 9 10

C

D

E

F

G

H

11 12

M A

T C

H L

IN

E

S E

E S

B -A

3P 3P 3P 3P 3P

3P

3P

4P

4P4P4P4P4P

3P 4P 4P 4P 4P 4P

4P

3P

4P

4P4P

5P 4P

3P

5P

4P4P

5P5P

4P

5P

5P

4P 4P 4P

4P

5" SLAB-ON-GRADE

EL. = 84'-0"

29' - 0" 29' - 0" 29' - 0" 29' - 0" 29' - 0" 29' - 10" 3' - 4"

11.2

2P

2P

1P

C.7

/D1 SB502

D3

SB503

8'

/4

2' - 7"

2' - 7"

D2

SB503

12.111.4

B1

SB501

TYP.

C5

SB502

B3

SB502

TYP.

B3

SB502

1'

1/ 2"

1' - 11 1/2"

C5

SB502

J.5

D1

SB503

4P

6'

4'

0"

9'

1 1/2" 6' - 2 1/2"

3P

2P

SUBSTITUTE (9) #7 LONG. BARS

TOP & BOTTOM (THIS

GRADEBEAM ONLY) HOOK

ENDS OF BARS AT WEST END

OF CAP AT "F-11"

1P1P1P1P1P1P 1P

B1

SB503

B2

SB503

D2

SB503

D2

SB503

6'

M/E/P HOUSEKEEPING

PADS (TYPICAL)

D5

SB502

2' - 7"

D2

SB503

3'

/4

2'

/4

3P

3" SCALE DEPRESSION

- SEE D3

SB502

A4

SB503

A1

SB504

1/

8"

5'

FACE OF

PRECAST

D1

SB504

MECHANICAL

PIT

PILE CAP

THICKNESS = 7'-6"

D2

SB503

STEP BOTT. OF GRADE

BEAM PER A5

SB502

SF201

C1

SF202

C4

4'

0"

5'

C4

SB504

D2

SB503

SIM.

1'

1/ 2"

5' - 4 1/4"

2' - 0 5/8"

2' - 5"

2'

2' - 5"

PRECAST WHERE

IT OCCURS

D2

SB503

SF202

C1

C4

SB504

12' - 10" * 13' - 0" * 16' - 0" * 13' - 5 5/8" * 15' - 6 3/8" * 23' - 10 7/8" * 5' - 1 1/8" *

1'

/4

7'

/8

10' - 3 3/4" *

/2

1' - 6" * 9" *

5'

/4

4'

9" *

1' - 6" *

4'

1/

4"

4' - 11 1/2"

2' - 1"

WALL MFR.

COORD. W/ CURTAIN

T O

1P

C

A P

6'

/4

T Y

P

EQ EQ EQ EQ EQ

AT C.7-12.1 & D-12.1 HOOK

ALL LONGITUDINAL PILE

BARS INTO PILE CAP - SEE

B1

SB501

2'

/4

2' - 7"

2'

W A

LL

M

F R

C O

O R

D . W

/ C U

R T

A

IN

D2

SB503

3' - 6"

/4

1'

0"

C3

SB504

C3

SB504

C3

SB504

1’-6”x1-6”x18” DEEP

SUMP PIT. -SIM TO

B1

SB502

4' - 5" *

10' - 3"

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

/8

3'

NTRUE

NORTH

KEY PLAN

REVISIONS

FILE LOG

ACTIVITY

Draw

Design

Manager

Check

STAMP

© LEO A DALY Company 2016

Project No.

BY

A B

A

B

C

D

E

1 2 3 4 5 6

P L A N N I N G

A R C H I T E C T U R E

E N G I N E E R I N G

I N T E R I O R S

EST. 1915

C

D

/2

/2

:3

:5

A

M C

U s e rs

\m a to m c a k \D o c u m e n ts

\A u to d e s k \R e v it

P ro je c ts

\V A

C D

C -S tr u c tu ra l_ m a to m c a k .r v t

4101 Woolworth Ave, Omaha, NE 68105

OMAHA VA MEDICAL

CENTER

FOUNDATION PLAN AREA B

SB101-B

VETERANS

AMBULATORY CARE

CENTER

001-10149-000

3/20/2018

BAS

MAT

RBC/JKZ

JSM

CONTRACT DOCUMENT

SUBMITTAL

8600 Indian Hills Drive Omaha, NE 68114-4039 Tel 402.391.8111 Fax 402.391.8564

SCALE: 1/8" = 1'-0"

FOUNDATION PLAN - AREA B

4'

SCALE : 1/8" = 1'-0"

2 3

H

J

K

L

M

S

N

Q

R

RA

RB

RC

RD

RE

RF

2.5

/4

/4

/4

/2

R1

3P 3P 3P

3'

MATCH LINE

SEE SB101-A

A

A B

B

B

A B

B

A

A

A

A

77' - 7 3/4"

1'

/8

77'-9 1/4"

UNEXCAVATED

.8

5°

.8

5°

.85

12.85°

9.23°

27' - 1 3/4" 8' - 10 1/4"

17' - 0"

EXISTING MAT

FOOTING

79'-3"

2P

EXISTING

STRUCTURE

(BASEMENT WALL)

EXISTING

STRUCTURE

2'-0"x2'-0" PEDESTAL

TYPICAL

TOP OF FOOTING

EL. = 83'-0"

(TYP. AT AREA A)

TOP OF PEDESTAL

EL. = 99'-0" (TYP)

REINF. TO WALL

SIM TO.

FOOTING STEP (TYP)

TOP OF RETAINING WALL

EL. = 99'-0"

TOP OF PEDESTAL

EL. = 99'-0" (TYP)

80'-0"

W 8x

J.5

3'

/4

3'

/4

2'

P

Q.8

A

A

B

2'-0"X3'-0" DEEP TIE BEAM

TOP OF TIE BEAM

EL. =99'-0" (TYP)

2'-0"X3'-0" DEEP TIE BEAM

TOP OF TIE BEAM

EL. =99'-0" (TYP)

2'-0"X3'-0" DEEP TIE BEAM

TOP OF TIE BEAM

EL. =99'-0" (TYP)

0.8

0.3 0.4

R.9

0.1

R.6

CONC. PILASTER

A1

SB503

A1

SB502

TYP.

A3

SB502

TYP.

B4

SB503

TYP. AT

BRICK

B5

SB503TYP. AT

CURTAIN WALL

V .I.

F

8'

/4

B

B

B

B B

0.5

'-0

'-0

'-0

2'-0"x2'-0" PEDESTAL

TYPICAL

EMBED LONG. BARS

INTO EXIST. CONC. WALL

W/ HY200 ADHESIVE

(8" EMBED) TYP.

93'-0"

EXIST. DUCT

BANK (V.I.F.)

95'-0"

97'-0"

97'-0"

2'-0"x2'-0" PEDESTAL

TYPICAL

TYP.

EMBED LONG. BARS

INTO EXIST. CONC. WALL

W/ HY200 ADHESIVE

(8" EMBED) TYP.

B3

SB502

STOOP

1'

8'

/2

12' - 5 1/4" 12' - 11 1/2" 7' - 11" 19' - 2 5/8"

1' - 10 3/8"

/8

8'

/4

9'

/4

6'

/2

A

FOR EXTENTS OF

WALL - SEE CIVIL

ESTIMATED

TOP OF EXIST.

FOOTING

EXIST. BASEMENT

SLAB EL. = 86'-10"

EXIST. BASEMENT

SLAB EL. = 86'-10"

EXIST. BASEMENT

SLAB EL. = 86'-10"

2'

/8

2' - 2 5/8" *

74'-4"

88'-9 3/4"

B4

SB503

HP

HP

HP

HP

HP

HP HP

HP

END OF SOIL NAIL WALL

EXTENTS

FOR HELICAL PILE OPTION:

AXIAL: +35 KIPS, -8 KIPS

SHEAR: 5 KIPS

FOR HELICAL PILE OPTION:

AXIAL: +30 KIPS, -8 KIPS

SHEAR: 5 KIPS

FOR HELICAL PILE OPTION:

AXIAL: +20 KIPS, -8 KIPS

SHEAR: 5 KIPS

FOR HELICAL PILE OPTION:

AXIAL: +110 KIPS, -30 KIPS

SHEAR: 12 k

FOR HELICAL PILE OPTION:

AXIAL (WALL FOOTING): +20 KIPS

SB504

C1

SOIL NAIL WALL

(DESIGN AND INSTALLATION

BY CONTRACTOR)

2' - 0 5/8"

9' - 2 1/2" *

2'

/4

2' - 2 3/4"

3' - 4"

1'

1/ 4"

2' - 3"

'-6

/2

B1

SB503

SIM.

80'-0"CONC. PILASTER

FOR HELICAL PILE OPTION:

AXIAL: +20 KIPS

SB504

A5

"SP"

A6

SB503

A6

SB503

A6

SB503

A6

SB503

4'

A3

SB504

A STEP BOTT. OF FOOTING

2'-0" DOWN PER A5

SB502

D1

SB505

D2

SB505

D2

SB505

86'-2"

C4

SB502

A1

SB503

97'-0"

93'-0"

8'

/2

6'

/4

D3

SB505

'-0

7'

5'

5'

6'

'-0

HP

HP

A5

SB504

AT H-1 HOOK ALL

LONGITUDINAL PILE BARS

INTO PILE CAP - SEE

B1

SB501

C4

SB502

A2

SB503

"SP"

SP-1

SP-1 SP-1

SP-1

2'

/4

0" *

1'

/4

2'

/4

PLAN NOTES:

1. FOR STRUCTURAL GENERAL NOTES - SEE SHEET S-001

2. EL. 100'-0" = CIVIL EL. 1234.50'

3. TOP OF PILE CAP OR FOOTING ELEVATION = 97'-0"

UNLESS NOTED THUS:

4. INDICATES PILE CAP TYPE - SEE SHEET SB501

INDICATES SPREAD FOOTING TYPE

5. FOR STEEL COLUMN SCHEDULE - SEE SHEET SF601

6. NOTCH EXTERIOR WALLS/CURBS AS REQUIRED FOR EXTERIOR COLUMNS.

7. * INDICATES DIMENSIONS TO BE COORDINATED WITH OTHER

DISCIPLINES. COORDINATE WITH CIVIL, MECHANICAL,

ELECTRICAL, AND ARCHITECTURAL DRAWINGS AND

EQUIPMENT SUPPLIED FOR OPENING SIZES AND LOCATIONS

AND SUPPORT LOCATIONS.

8. "HP" INDICATES #4 HAIRPINS REQUIRED FOR BASE PLATE ANCHORAGE - SEE A3 AND

A4/SB502.

9. "SP" REFERS TO GRADE BEAM REINFORCING PER DETAIL

2P

94'-0"

A

/A6 SB503

TB

TA

T1

T2 T3 T4

T5

T6

B4

SF504

E

E

E E

E

E

E

E E

E

E

E

8"

'-4

/2

R =3

1' -0

/8

R =4

1' -0

/8

H

14.40°

14.40° 14.40° 14.40°

14.40°

17' - 11 1/2".

ALIGN ALL FOOTINGS WITH

COLUMN WEB AS SHOWN

PLAN NOTES:

1. FOR STRUCTURAL GENERAL NOTES - SEE SHEET S-001

2. EL. 100'-0" = CIVIL EL. 1234.50'

3. TOP OF FOOTING ELEVATION = 80'-6" TYP.

4. INDICATES SPREAD FOOTING TYPE - SEE SCHEDULE BELOW

5. FOR STEEL COLUMN SCHEDULE - SEE SHEET SF601

A

NTRUE

NORTH

KEY PLAN

REVISIONS

FILE LOG

ACTIVITY

Draw

Design

Manager

Check

STAMP

© LEO A DALY Company 2016

Project No.

BY

A B

A

B

C

D

E

1 2 3 4 5 6

P L A N N I N G

A R C H I T E C T U R E

E N G I N E E R I N G

I N T E R I O R S

EST. 1915

C

D

/2

/2

:3

:5

A

M C

U s e rs

\m a to m c a k \D o c u m e n ts

\A u to d e s k \R e v it

P ro je c ts

\V A

C D

C -S tr u c tu ra l_ m a to m c a k .r v t

4101 Woolworth Ave, Omaha, NE 68105

OMAHA VA MEDICAL

CENTER

FOUNDATION PLAN AREA C

SB101-C

VETERANS

AMBULATORY CARE

CENTER

001-10149-000

3/20/2018

BAS

MAT

RBC/JKZ/KEF

JSM

CONTRACT DOCUMENT

SUBMITTAL

8600 Indian Hills Drive Omaha, NE 68114-4039 Tel 402.391.8111 Fax 402.391.8564

SCALE: 1/8" = 1'-0"

FOUNDATION PLAN - AREA C

SPREAD FOOTING SCHEDULE

MARK SIZE REINFORCING

A 48" x 48" x 12" (6) - #5 BOTT. EA. WAY

B 72" x 72" x 12" (6) - #5 TOP & BOTT. EA. WAY

C 66" x 108" x 24" (10) - #7 BOTT. SHORT DIMENSION,

(6) - #7 BOTT. LONG DIMENSION

D 132"x72"x24" (13) - #7 BOTT. SHORT DIMENSION,

(6) - #7 BOTT. LONG DIMENSION

E 72" x 48" x 24" (9) - #6 BOTT. SHORT DIMENSION,

(6) - #6 BOTT. LONG DIMENSION

4'

SCALE : 1/8" = 1'-0"

0 8' 16'

NO. DESCRIPTION DATE

HELICAL PILE (OPTION) NOTE:

SERVICE (UNFACTORED) LOADS ARE INDICATED ON PLANS FOR COST

ESTIMATING FOR HELICAL PILE OPTION. DOWNWARD LOADS ARE INDICATED

BY "+", UPWARD LOADS INDICATED BY "-".

SHEAR INDICATED IS IN DIRECTION OF COLUMN MAJOR AXIS.

TYPICAL PILE CAPS ANTICIPATED TO BE 4'-0" X 4-0" X 3'-0" THICK.

T.O.PILECAP ELEVATION = 99'-0" TYP. (TOP OF FOOTING ELEVATIONS

INDICATED ON PLAN ARE FOR SPREAD FOOTING OPTION AND DO NOT APPLY

FOR HELICAL PILE OPTION).

HELICAL PILE C/C SPACING AND BATTERING AS REQ'D BY MFR TO RESIST

GRAVITY AND LATERAL LOADS.

SCALE: 1/8" = 1'-0"

FOUNDATION PLAN - PATIO TRELLIS

2 31

B

A

3P 2P

2P 3P

1'

/8

3.52.4

9' - 0"

17' - 0" 19' - 0" 21' - 9 1/4"

MATCH LINE

SEE SB101-A

5" SLAB-ON-GRADE

EL. = 84'-0"

/D1 SB502

2.6

80'-0

B3

SB502

B3

SB502

2' - 9"

TYP.

24" SQUARE

CONC. PILASTER

2P

2'

3.3 3.7 4.8 5.9

A.1

4' - 8"

D5

SB503

SIM.

6'

4"

6.8

A.8

C3

SF505

C

D C

C C

C C

C

D5

SB503

3'

/8

1P

1' - 6" 4' - 6"

6.1

C

C

1P

5'

/4

1/

8"

1'

1' - 2" * 6' - 9" *

80'-0"

81'-6

81'-6

81'-6

81'-6

81'-6

81'-6

81'-6

81'-6

81'-6 "81'-6

2' - 2"

1'

/2

2'

/4

3'

9' - 10"

9" *

2'

5' - 9" 10' - 3"

GRADEBEAM

(OMIT STEM WALL)

D5

SB503

C3

SB504

21' - 2" 21' - 2" 21' - 2" 21' - 2"

PLAN NOTES:

1. FOR STRUCTURAL GENERAL NOTES - SEE SHEET S-001

2. EL. 100'-0" = CIVIL EL. 1234.50'

3. TOP OF PILE CAP OR FOOTING ELEVATION = 83'-0"

UNLESS NOTED THUS:

4. INDICATES PILE CAP TYPE - SEE SHEET SB501

5. FOR STEEL COLUMN SCHEDULE - SEE SHEET SF601

6. NOTCH EXTERIOR WALLS/CURBS AS REQUIRED FOR EXTERIOR COLUMNS

- CONTINUE REINFORCEMENT AROUND NOTCH

7. * INDICATES DIMENSIONS TO BE COORDINATED WITH OTHER

DISCIPLINES. COORDINATE WITH CIVIL, MECHANICAL,

ELECTRICAL, AND ARCHITECTURAL DRAWINGS AND

EQUIPMENT SUPPLIED FOR OPENING SIZES AND LOCATIONS

AND SUPPORT LOCATIONS.

2P

80'-0"

NTRUE

NORTH

KEY PLAN

REVISIONS

FILE LOG

ACTIVITY

Draw

Design

Manager

Check

STAMP

© LEO A DALY Company 2016

Project No.

BY

A B

A

B

C

D

E

1 2 3 4 5 6

P L A N N I N G

A R C H I T E C T U R E

E N G I N E E R I N G

I N T E R I O R S

EST. 1915

C

D

/2

/2

:3

:5

A

M C

U s e rs

\m a to m c a k \D o c u m e n ts

\A u to d e s k \R e v it

P ro je c ts

\V A

C D

C -S tr u c tu ra l_ m a to m c a k .r v t

4101 Woolworth Ave, Omaha, NE 68105

OMAHA VA MEDICAL

CENTER

FOUNDATION PLAN AREA D

SB101-D

VETERANS

AMBULATORY CARE

CENTER

001-10149-000

3/20/2018

BAS

MAT

RBC/JKZ

JSM

CONTRACT DOCUMENT

SUBMITTAL

8600 Indian Hills Drive Omaha, NE 68114-4039 Tel 402.391.8111 Fax 402.391.8564

SCALE: 1/8" = 1'-0"

FOUNDATION PLAN - AREA D

NO. DESCRIPTION DATE

SPREAD FOOTING SCHEDULE

MARK SIZE REINFORCING

A 48" x 48" x 12" (6) - #5 BOTT. EA. WAY

B 72" x 72" x 12" (6) - #5 TOP & BOTT. EA. WAY

C 66" x 108" x 24" (10) - #7 BOTT. SHORT DIMENSION,

(6) - #7 BOTT. LONG DIMENSION

D 132"x72"x24" (13) - #7 BOTT. SHORT DIMENSION,

(6) - #7 BOTT. LONG DIMENSION

E 72" x 48" x 24" (9) - #6 BOTT. SHORT DIMENSION,

(6) - #6 BOTT. LONG DIMENSION

4'

SCALE : 1/8" = 1'-0"

"D" = 3'-6"

7-#7 LONG WAY

W/ STD. 180° HOOK E.E.

7-#7 SHORT WAY

W/ STD. 180° HOOK E.E

4'

8' - 6"

2' - 0" 4' - 6" 2' - 0"

2P PILE CAP

"D" = 3'-6"

13-#7 BOTT. EACH WAY

W/ STD. 180° HOOK E.E.

2' - 0" 2' - 0" 2' - 0" 2' - 0"

8' - 0"

2'

2'

1'

2'

8'

3P PILE CAP

"D" = 3'-6"

13-#7 EACH WAY

W/ STD. 180° HOOK E.E.

2' - 0" 4' - 0" 2' - 0"

8' - 0"

2'

4'

2'

8'

4P PILE CAP

"D" = 3'-6"

15-#7 EACH WAY

W/ STD. 180° HOOK E.E.

2' - 0" 2' - 10" 2' - 10" 2' - 0"

9' - 8"

2'

2'

0"

2'

0"

2'

9'

5P PILE CAP

CONC. COVER

3" MIN.

S E

E P

LA

N

1/4" ISOLATION

JT. (I.J.)

1 1/2" MIN. GROUT

TOP OF PILE CAP

EL - SEE PLAN

MILL COLUMN ENDS

FOR BEARING

SLAB ON GRADE

EL - SEE PLAN

PLAN AT COLUMN ENCASEMENT

CONC. C

OVER

3" M

IN

SEE NOTE 1

KEYED CONSTRUCTION

JOINT (K.C.J.) OR

CONTRACTION JOINT (C.J.)

NOTES:

1. WHERE COLUMN AND BASE PLATE EXTEND BELOW

SLAB ON GRADE, COVER COLUMN AND BASE PLATE

WITH EPOXY POINT OR BITUMINOUS PAINT AND

ENCASE WITH 3" MIN COVER OF CONCRETE

2. FOR WELDS - SEE BASE PLATE DETAILS ON SF602

ISOLATION JOINT (I.J.)"D

(D E

P T

H

3" C

LR

C

LR3"

CLR.

. 3"

6"

E M

B E

D

4"

PILES

TOP BARS IN 1-P & 5-P PILE CAP

IN ADDITION TO BOTTOM BARS

(TOP BARS ALSO REQUIRED,

WHERE DETAILED).

180º HOOK ON BOTTOM BARS

FOR DRILLED PILE

SEE

M

IN

8"

SLAB REINF. -

SEE STRUCTURAL

GENERAL NOTES

FOR COLUMN AND BASE PL

SIZE - SEE STEEL COLUMN

SCHEDULE AND BASE PLATE

DETAILS

THREADED ANCHOR RODS

w/ NUT WELDED TO END - FOR

NUMBER REQUIRED AND PLACEMENT OF

ANCHOR RODS REQUIRED, SEE BASE

PLATE DETAILS ON SHEET SF602

#9 VERT. BAR CENTERED

IN PILE x 60'-0" LONG (TYP.)

90-DEGREE HOOK AT TOP, TYP. B4

SB501

FREE DRAINING

GRANULAR FILL

1' -6

M

IN

WHERE INDICATED ON PLANS HOOK

ALL LONGITUDINAL REINFORCEMENT

FROM DRILLED PILE INTO PILE CAP

TYPICAL PILE DIAMETER = 16"

"D" = 3'-6"

4-#6 TOP EACH WAY

W/ 90 DEGREE HOOK

4-#6 BOTTOM EACH WAY

W/ STD. 180° HOOK E.E

1P PILE CAP

2' - 0" 2' - 0"

2'

2'

#9 VERT. CENTERED

x 60'-0"

(8)-#6 VERT. (EXTEND 25'-0" BELOW

BOTTOM OF PILE CAP)

#3 CLOSED TIES @ 6" c/c FOR FIRST 12 FEET

BELOW BOTTOM OF PILE CAP

#3 TIES @ 12" c/c FOR NEXT 13 FEET

3" CLR.

8' - 0"

"D" = 3'-6"

11-#9 TOP EACH WAY

WITH 12" HOOK

11-#9 BOTTOM EACH WAY

W/ STD. 180° HOOK E.E.

5S PILE CAP

4' - 0"

4'

4'

2'

2'

3.5

B

3' - 0"

3' - 0" 1' - 0"

KEY PLAN

REVISIONS

FILE LOG

ACTIVITY

Draw

Design

Manager

Check

STAMP

© LEO A DALY Company 2016

Project No.

BY

A

B

C

D

E

1 2 3 4 5 6

P L A N N I N G

A R C H I T E C T U R E

E N G I N E E R I N G

I N T E R I O R S

EST. 1915

/2

/2

:3

:0

A

M C

U s e rs

\m a to m c a k \D o c u m e n ts

\A u to d e s k \R e v it

P ro je c ts

\V A

C D

C -S tr u c tu ra l_ m a to m c a k .r v t

4101 Woolworth Ave, Omaha, NE 68105

OMAHA VA MEDICAL

CENTER

PILE CAP DETAILS

SB501

VETERANS

AMBULATORY CARE

CENTER

001-10149-000

3/20/2018

BAS

MAT

RBC/JKZ

JSM

CONTRACT DOCUMENT

SUBMITTAL

8600 Indian Hills Drive Omaha, NE 68114-4039 Tel 402.391.8111 Fax 402.391.8564

SCALE: NTSB1 TYPICAL PILE CAP/STEEL COLUMN BASE

SCALE: NTSC1 PILE CAP DETAILS

SCALE: NTSB4 TYPICAL PILE REINFORCING

"T

"T

"T

"T

"T " 1"

W/ JT SEALER

1/4" EXP JT

(K.C.J.) KEYED CONSTRUCTION JOINT

A

(C.J.) CONTRACTION JOINT (I.J.) ISOLATION JOINT

PAINT FIRST POUR

WITH BOND

BREAKER

REINFORCING -

SEE STRUCTURAL

GENERAL NOTES

1 x 2 NOMINAL KEY

FREE DRAINING

GRANULAR FILL

VAPOR BARRIER

JOINT WITH SEALER

"T

M

IN

REINFORCING - SEE

STRUCTURAL GENERAL NOTES

(CUT EVERY OTHER

WIRE IF W.W.F. IS USED)

VAPOR

BARRIER

FREE DRAINING

GRANULAR FILL

JOINT FILLER

STRIPS

FACE OF WALL, COLUMN,

FOUNDATION OR OTHER

STRUCTURES

NOTES:

1. SEE PLANS AND/OR SPECIFICATIONS.

FOR LOCATION OF CONTROL JOINTS

2. SEE FOUNDATION PLAN

FOR SLAB THICKNESS "T"

B C

TOP OF S.O.G.

EL.=VARIES

(SEE PLANS)

COMPACTED

STRUCTURAL FILL

REINFORCING -

SEE STRUCTURAL

GENERAL NOTES

COMPACTED

STRUCTURAL FILL

AT DEPRESSION LESS THAN 8" AT DEPRESSION 8" TO 2'-0"

SLAB REINF. -

SEE

STRUCTURAL

GENERAL

NOTES

GRANULAR FILL

VAPOR BARRIER

5"

5" S

E E

P

LA

N

1' - 6" 6"

5"

1' -0

S E

E P

LA

N

6"

5"

3'-0" NTS

º

* KEYED CONSTRUCTION

JOINT (K.C.J.)

* AT CONTRACTOR'S OPTION:

OMIT K.C.J. AND RUN REINF. CONTINUOUS

ISOLATION

JOINT (I.J.)

#4 @ 12"OC EACH WAY

2-#6 CONT.

SLAB REINF. -

SEE STRUCTURAL

GENERAL NOTES

4" O

R A

S N

O T

E D

SEE NOTE BELOW

1' - 0"

MIN.

4"

2" MIN. CLR.

1/ 2"

C

LR

3"

3/4"

CHAMFER

ALL SIDES

1/2" Ø BOLTS IN

1/2" Ø DROP-IN EXPANSION ANCHORS AT

18" c/c MAX. SPACING

AROUND PAD PERIMETER

2"

#4 @ 12"c/c

EACH WAY

SLAB ON GRADE OR

STRUCTURAL SLAB -

REINF. NOT SHOWN

NOTE:

COORDINATE SIZE AND LOCATION OF PADS

WITH MECH. AND ELEC. CONTACTORS.

PAD CONFIGURATION, SIZE AND LOCATION

OF ANCHORS AND SLEEVES SHALL

CONFORM TO MFR'S. REQUIREMENTS

O R

A S

N O

T E

D 4"

O R

A S

N O

T E

D

SEE NOTE BELOW

MIN.

4"

2" MIN. CLR.

3/4"

CHAMFER

ALL SIDES

NOTE:

COORDINATE SIZE AND LOCATION OF PADS

WITH MECH. AND ELEC. CONTACTORS.

PAD CONFIGURATION, SIZE AND LOCATION

OF ANCHORS AND SLEEVES SHALL

CONFORM TO MFR'S. REQUIREMENTS

#4 @ 12"c/c

EACH WAY T&B

1' -4

SLAB REINF. -

SEE STRUCTURAL

GENERAL NOTES

GRADE

-SEE CIVIL

1/2" ISOLATION

JOINT (I.J.)

GEOTECH VERIFY 2000 PSF

SOIL BEARING CAPACITY

CORNER

BARS

SINGLE LAYER WALL REINFORCING

CORNER

BARS

DOUBLE LAYER WALL REINFORCING

0" 0"

NOTE:

CORNER BARS ARE TO BE THE SAME SIZE AND

SPACING AS HORIZ. WALL BARS.

PROVIDE CORNER BARS AT "T" INTERSECTION

OF WALLS

* LAP AS PER

STRUCTURAL

GENERAL NOTES

"D

2' -0

M

A X

"H

2' -0

M

A X

"H

(U N

O O

N P

LA

N

E Q

U A

L S

T E

P S

2 "H" MIN

1'-6" MIN. (TYP.)

24 Ø OR

"D" MIN

º

0"

2" C

LR

. T

Y P

3" C

LR

. T

Y P

BENT BARS TO MATCH

CONT. FTG. REINF.

CONT. FTG.

CONC. WALL

TOP REINFORCING

WHEN INDICATED

GRADE BEAM OR

EXTERIOR WALL

FOOTING -

SEE PLANS

#4@12"c/c

EACH WAY

5'-0" UNLESS NOTED OTHERWISE

1'

V O

ID

6"

1"

C

LR

2"

1' - 4"

1'

4"

8"

4"

SLAB ON GRADE

EL. - SEE PLAN

W.W.F. TO FIRST

SIDEWALK JT.

#4@12"c/c

MATCHING DOWELS

(ALL SIDES) (24"x24")

#4@12"c/c HORIZ .

2" - 20 GAGE

COMPOSITE DECK

2-#6 CONT.

#4@12"c/c BENT

VERT.

(ALT. HK)

C

LR

1/

2"

3/8" JOINT (LOCATE

UNDER DOOR

THRESHOLD)

#4 x 3'-0"@12"c/c

(EPOXY BAR)

CONTRACTOR

OPTION

3' -6

M

IN

4' - 0" SEE PLAN 4' - 0"

2'

1'

"4'

5" 4"

8"

10"

6"6"

10"

3'

8"

CLR.

2"

CLR.

1"

C

LR

3"

CLR.

1"

CLR.

2"

C

LR

3"

C

LR

1"

K.C.J.

#3 @ 12"c/c TEMP.

THICKENED SLAB ON

ALL SIDES OF PIT

#4 @ 12"c/c BENT

W8 DIVIDER BEAM

AT MULTIPLE ELEVATORS

SLAB ON

GRADE

EL - SEE PLAN

K.C.J.

SLAB REINF. -

SEE STRUCTURAL

GENERAL NOTES

SINGLE PLATE CONN.

SEE

EMBED PL

1/2"x12"x1'-5" W/ (4)- 3/4"Ø x6" LONG

HEADED STUDS

CONT WATERSTOPS

AT ALL JOINTS

#4 @ 12"c/c HORIZ. E.F.

#4 @ 12"c/c BENT VERT. E.F.

#4 @ 12"c/c VERT. E.F.

(AT SUMP PIT)

#5 @ 12"c/c

TOP AND BOT.

EACH WAY

SLEEVE FOR HYDRAULIC

ELEVATOR PISTON

(WHERE IT OCCURS)

GALV. STEEL GRATING

L2x2x1/4 x CONT. (GALV.)

W/ 3/8"Ø x 2 1/2" EMBED SSTL. EXPN. ANCH. @ 8"c/c MAX.

(4 SIDES)

3-#4 3-#4 BENT EACH WAY

SUMP PIT - SEE PLANS

(3'-0" SQ. x 3'-0" DEEP)

SQUARE

3' - 0"

FOR WATERPROOFING TYPE

AND EXTENT AROUND PIT -

SEE ARCH.

PROVIDE TEMPORARY SHORING

AT TOP OF WALL - SEE STR. GEN. NOTES

D1

SF501

TYP.

2'-6" MIN. SLEEVES

6" MIN. BTWN.

8" M

IN

3'

G R

A D

E B

E A

M 1'

FINISHED FLOOR

CONC. STEM WALL

OR CURB

RESPACE #4 TIES

AS REQUIRED

ADDITIONAL (2)-#4

EACH FACE AT

SLEEVES

FOR PIPE SIZE AND

INVERT ELEV. -

SEE MEP DRAWINGS

SLEEVE WITH 3/4"

COMP. MATERIAL

1'

3"

1'-6" TYP. 8"

2-#5 CONT

VAPOR

BARRIER

FREE DRAINING

GRANULAR FILL

SLAB ON GRADE

EL = SEE PLAN

S E

E P

LA

N

3"

COMPACTED

STRUCTURAL FILL

STAIRS -

SEE ARCH.

SEE NOTE 2

CONC. COVER

3" MIN.

S E

E P

LA

N

D E

P T

H

U .N

.O

8" M

IN

FOR SIZE AND REINFORCING (BARS EVENLY SPACED)

SEE SPREAD FOOTING SCHEDULE ON PLANS

3" C

LR

3" CLR

2" C

LR

FOR COLUMN AND BASE PL

SIZE - SEE STEEL COLUMN

SCHEDULE AND BASE PLATE

DETAILS, SF601 / SF602

ISOLATION JT.

(I.J.)

1 1/2" MIN. GROUT

SLAB ON GRADE

EL - SEE PLAN

TOP BARS WHEN

SCHEDULED

THREADED ANCHOR RODS

w/ NUT WELDED TO END - FOR

NUMBER REQUIRED AND PLACEMENT OF

ANCHOR RODS REQUIRED, SEE BASE

PLATE DETAILS, SF602

PLAN AT COLUMN ENCASEMENT

CONC. C

OVER

3" M

IN

SEE NOTE 1

KEYED CONSTRUCTION JOINT

(K.C.J.) OR CONTRACTION JOINT (C.J.)

(WHERE OCCURS)

NOTES:

1. WHERE COLUMN AND BASE PLATE EXTEND 2'-0" OR

LESS BELOW SLAB ON GRADE, COVER COLUMN AND

BASE PLATE WITH EPOXY PAINT OR BITUMINOUS

PAINT AND ENCASE WITH 3" MIN. COVER OF CONCRETE.

2. FOR WELDS - SEE BASE PLATE DETAILS

(MILL COLUMN ENDS FOR BEARING)

ISOLATION JOINT (I.J.)

"H

GEOTECH TO FIELD

VERIFY SOIL BEARING

CAPACITY

90° HOOK EA.

END FOR

BOTT. BARS

FOR COL. AND

BASE PL - SEE SF601/SF602

SLAB-ON-GRADE

EL.=100'-0"

1/4" EXPN. JOINT

WITH SEALER

24" WIDE PEDESTAL

-SEE

SPREAD FOOTING

-SEE

FACE OF BUILDING

1' - 0"

5"

1'

A4

SB502

STD. 90° HOOK

A1

SB502

CONT. WALL

FOOTING, SEE

DETAILS THIS SHEET

(REINF. NOT SHOWN

FOR CLARITY)

SEE PLAN

CONTRACTORS OPTION:

POUR FOOTING FULL TO TOP OF

PEDESTAL ELEVATION. REBAR

TO REMAIN THE SAME AS SHOWN

2" C

LR

(7) - #4 HAIRPINS AT "HP":

6"

26"

0".

FACE OF

BLDG/WALL

WALL FTG.

REINFORCEMENT

NOT SHOWN.

8-#7 VERT.

#4 TIES

(3 PER SET) ALTERNATE

HOOKED ENDS

@ 12" c/c

W/ 2 SETS

WITHIN TOP 5"

1'

1'

ANCHOR RODS

#4 HAIRPINS AT "HP"

(7 TOTAL)

1" C

LR

, T

Y P

E X

T E

R

IO

R F

T G

2'

M

IN

4' - 0" MIN.

2' -0

M

A X

2'

-0

M A

X

T Y

P

3" C

LR

.0

BENT BARS TO

MATCH CONT.

FTG. REINF.

TOP FTG. REINF.

TOP OF FTG. EL.

= SEE PLAN

CLOSED VERT. TIES

LAP PER SCHEDULE

3'-0".

3'-0".

3'

M

IN

PAD SIZE SHALL BE PER SUPPLIER'S RECOMMENDATIONS

#7 @ 12" c/c EA. WAY

TOP AND BOTT.

FIN. GRADE OR

PAVEMENT - SEE CIVIL

REFER TO MECHANICAL AND CIVIL SITE PLANS

FOR CHILLER LOCATION

GEOTECH TO CONFIRM

MIN. 2000 PSF SOIL BEARING

(2)-#4 SIDE BARS

TYPICAL

CHILLER PLANT

BY MFR.

1' - 8" *

3'

1'

1' - 0"

3'

#7 @ 12" c/c EACH WAY

TOP AND BOTT.

(2)-#4

SIDE BARS

4'-0".

*PIT 3'-4" DEEP x4'-6" WIDE

COORD. WITH MEP EQUIP.

MFR.

#7 @ 12" c/c EACH WAY

PACKAGED CHILLER UNIT

-BY MFR.

(4)-#5 xCONT.

HORIZ. EACH FACE

#5 @ 12" c/c VERT.

EACH FACE WITH

90° HOOK AT BOTT.

1' - 0"

KEY PLAN

REVISIONS

FILE LOG

ACTIVITY

Draw

Design

Manager

Check

STAMP

© LEO A DALY Company 2016

Project No.

BY

A

B

C

D

E

1 2 3 4 5 6

P L A N N I N G

A R C H I T E C T U R E

E N G I N E E R I N G

I N T E R I O R S

EST. 1915

/2

/2

:3

:0

A

M C

U s e rs

\m a to m c a k \D o c u m e n ts

\A u to d e s k \R e v it

P ro je c ts

\V A

C D

C -S tr u c tu ra l_ m a to m c a k .r v t

4101 Woolworth Ave, Omaha, NE 68105

OMAHA VA MEDICAL

CENTER

FOUNDATION DETAILS

SB502

VETERANS

AMBULATORY CARE

CENTER

001-10149-000

3/20/2018

BAS

MAT

RBC/JKZ/KEF

JSM

CONTRACT DOCUMENT

SUBMITTAL

8600 Indian Hills Drive Omaha, NE 68114-4039 Tel 402.391.8111 Fax 402.391.8564

SCALE: NTSD1 TYP SLAB ON GRADE JOINT DETAILS

SCALE: NTSD3 TYPICAL DEPRESSED SLAB ON GRADE DETAILS

SCALE: NTSD5 HOUSEKEEPING EQUIPMENT PAD DETAIL

SCALE: NTSC1 ISOLATION EQUIPMENT PAD DETAIL (GENERATOR)

SCALE: NTSC2 TYPICAL WALL CORNER REINFORCING

SCALE: NTSC4 TYPICAL STEPPED FOOTING DETAIL

SCALE: NTSB3 CONCRETE STOOP DETAIL

SCALE: NTSB1 TYPICAL ELEVATOR PIT SECTION

SCALE: NTSC3 PENETRATIONS THROUGH GRADE BEAM DETAIL

SCALE: NTSC5 THICKENED SLAB AT STAIR

SCALE: 3/4" = 1'-0"A1 TYP. SPREAD FOOTING/ STEEL COLUMN BASE ("H" LESS THAN OR EQUAL TO 2'-0")

SCALE: NTSA3 FOOTING AT COLUMN PEDESTAL (SLAB ON GRADE)

SCALE: NTSA4 CONC. PILASTER DETAIL

SCALE: NTSA5 STEPPED EXTERIOR FOOTING DETAIL

SCALE: 3/4" = 1'-0"B4 CHILLER SLAB DETAIL

SCALE: 3/4" = 1'-0"B5 PIT AT CHILLER PLANT

T.O. FOUNDATION

83'-0"

C

GROUND LEVEL

84'-0"

3'

3'

#6 @ 12" c/c VERT.

EA. FACE w/ 180 DEG. HOOKS AT

TOP & 90 DEG HOOK AT BOTTOM

(3)-#4 HORIZ.

EA. FACE

#4 CLOSED STIRRUPS

@ 18" c/c

(9)-#7 TOP

AND BOTT.

SLAB-ON-GRADE

-SEE PLAN

1'-0".

10' - 2"

8' - 2 3/4" 1' - 11 1/4"

VARIES - SEE PLANCURTAIN

WALL AND ATTACH.

TO STRUCT.

(BY MFR.)

1/4" ISO. JOINT

#4 SIDE BAR

EA. FACE

CONC. STEM

WALL

6" TYP.

SMOOTH RUBBED FINISH

ON CONCRETE EXPOSED

TO VIEW

#4 AT 12" c/c VERT.

(CENTERED IN WALL)

(3) - #4 HORIZ.

3/4" CHAMFER

T.O. FOUNDATION

83'-0"

GROUND LEVEL

84'-0"

3'

1'

3'-0" AT SIM.

2' - 0"

#4 CLOSED STIRRUPS @

18" c/c

#4 BAR EA. FACE

(5)-#7 TOP

AND BOTT.

SEE PLAN

9"

SLAB-ON-GRADE

-SEE PLAN

PRECAST

PANEL &

CONNECTION

(BY MFR.)

1/4" ISO.

JOINT

AT SIM: (7)-#7 TOP

AND BOTT.

T.O. FOUNDATION

83'-0"

H

GROUND LEVEL

84'-0"

1' - 6"

#5 @ 12" c/c VERT.

CENTERED IN WALL

(4)-#4 HORIZ.

xCONT.

#4 STIRRUPS @

18" c/c

#4 BAR EA. FACE

(4)-#7 TOP

AND BOTT.

4'

3'

6" 6" 6"

SEE PLAN

SLAB-ON-GRADE

-SEE PLAN

1/4" ISO.

JOINT

3'

FACE OF

METAL PANEL

RIBBON WINDOW

SMOOTH RUBBED FINISH

ON CONCRETE EXPOSED

TO VIEW

T.O. FOUNDATION

83'-0"

GROUND LEVEL

84'-0"

#7 @ 8" c/c VERT.

EA. FACE. HOOK EA. END

(4)-#4 HORIZ.

EA. FACE

#4 STIRRUPS @

18" c/c

#4 BAR EA. FACE

(4)-#7 TOP

AND BOTT.

SLAB-ON-GRADE

-SEE PLAN

SEE PLAN

7 1/2" 8" 2 1/2"

3'

3'

1' - 6"

1/4" ISO. JOINT

3'

3/4" CHAMFER

(TYPICAL)

FACE OF

CURTAIN WALL

INSULATION -

SEE ARCH

CONNECTION TO 8" STEM

WALL BY CURTAIN WALL

MFR.

3"4"

CURTAIN WALL

SLANTED @ SIM.

GROUND

1/2"

#4 @ 12" c/c VERT.

(3)-#4 xCONT.

HORIZ.

SMOOTH RUBBED FINISH

ON CONCRETE EXPOSED

TO VIEW

T.O. FOUNDATION

83'-0"

H

GROUND LEVEL

84'-0"

4'

3'

2'-6" AT SIM.

1' - 6"

#5 @ 12" c/c VERT.

CENTERED IN WALL

(4)-#4 HORIZ. x CONT.

#4 STIRRUPS @

18" c/c

#4 BAR EA. FACE

(4)-#7 TOP

AND BOTT.

((6)-#7 TOP

AND BOTT. AT SIM.)

3'

1/4" ISO. JOINT

6" 6" 6"

SEE PLAN

SLAB-ON-GRADE

-SEE PLAN

COLD FORMED STUD

3"

6"

BENT PL 5/16"xCONT.

FACE OF

METAL PANEL

5/8" DIA. HILTI KWIK HUS

w/ 3 1/4" EMBED AT 18" c/c2"

SMOOTH RUBBED FINISH

ON CONCRETE EXPOSED

TO VIEW

AT SIM - SEE PLAN

FOR STEM WALL

LOCATION

T.O. FOUNDATION

83'-0"

C

GROUND LEVEL

84'-0"

B.7

SEE PLAN

VARIES

PILE CAP

REBAR -

SEE C1

SB501

GRADE BEAM REBAR

-SEE D1

SB503

COL. -

SEE PLANS

SLAB-ON-GRADE

-SEE PLAN

FOR COLUMN BASE ON

PILE CAP - SEE B1

SB501

1/4" ISO.

JOINT

GRADE BEAM

EXTENTS

M

IN

3"

USE TOP BARS FROM

3P AND 4P AND EXTEND

TO EDGE OF FOUNDATION

(TOP BARS TO MATCH

BOTT. BARS)

4"

(4)-#6 BOTT.

BARS IN 1P

(HOOKED)

(4)-#6 TOP BARS

IN 1P

SB503

D1

CURTAIN WALL

AND ATTACH. TO

STRUCT.

BY MFR.

EXTEND TRANSVERSE

PILE CAP BARS FROM

3P AND 4P OVER ENTIRE

FOOTPRINT OF COMBINED

PILE CAP

PILES -

SEE PLANS

(TYPICAL)

SMOOTH RUBBED FINISH

ON CONCRETE EXPOSED

TO VIEW

R

SEE PLAN

1'

3'

2'

2' - 0"

#4 @ 12" c/c VERT.

#4 HORIZ.

xCONT.

#4 STIRRUPS @

24" c/c

#4 BAR EA. FACE

(3)-#6 TOP

AND BOTT.

SLAB-ON-GRADE

-SEE PLAN

FACE OF

BRICK

9" 6"

1/4" ISO JOINT

EL.= 100'-0"

2'

3/ 4"

3'

2' - 0"

7" 10" 7"

SEE PLAN

#4 @ 12" c/c VERT.

(3)-#4 HORIZ.

xCONT. EA. FACE

#4 STIRRUPS @

24" c/c

#4 BAR EA. FACE

(3)-#6 TOP

AND BOTT.

SLAB-ON-GRADE

-SEE PLAN

1 3/4"

FACE OF

CURTAIN

WALL

3'

3/4" CHAMFER

(TYPICAL)

1'

EL.= 100'-0"

1/4" ISO JOINT

SMOOTH RUBBED FINISH

ON CONCRETE EXPOSED

TO VIEW

7' - 0" 1' - 6" 7' - 6"

FREE DRAINING

GRANULAR FILL

COMPACTED

COHESIVE FILL

6" MIN THICKNESS OF

COARSE GRAN. FILL AROUND

DRAIN PIPING. WRAP COARSE

FILL WITH FILTER FABRIC.

16' - 0"

1'

2'

3" 3"

#7 @ 8" c/c

TOP AND BOTT.

M

IN

2'

2'

2' - 0"

#9 @ 8" c/c

VERT.

#7 @ 8" c/c

VERT.

#5 @ 12" c/c

HORIZ. EA. FACE

N O

T E

S , T

Y P

IC

A

L

LA

P

P E

R G

E N

E R

A L

#5 x CONT.#5 @ 8" c/c

HOOK EA. END

#5 @ 12" c/c TRANSVERSE REINF.

TOP AND BOTT. xCONT.

EL.= 100'-0"

SF503

D1

SEE CIVIL DWGS FOR

EXTENT OF SUBSOIL

DRAIN PIPING SYSTEM.

LEAN

CLAY

UNEXCAVATED

SOIL

SMOOTH RUBBED FINISH

ON CONCRETE EXPOSED

TO VIEW

BRACE WALL (BY CONTRACTOR)

DURING BACKFILLING AND CONCRETE

SLAB-ON-GRADE CONSTRUCTION

MATCHING DOWELS, TYP. T.O. FOUNDATION

83'-0"

GROUND LEVEL

84'-0"

PRECAST

PANEL

STOOP STRUCTURE

(SLOPING - SEE ARCH.) SLAB-ON-GRADE

-SEE PLAN

GRADE BEAM

-SEE C4

SB504

B3

SB502

SIM.

1/4" ISO. JOINT

3'

1/4" EXPN. JOINT

W/ JOINT SEALER

#4 MATCHING DOWELS

(24"x24") TYPICAL

SEE PLAN

1'

3'

2' - 0"

SLAB-ON-GRADE

-SEE PLAN

3-#6 TOP

TYPICAL

#4 @ 24" c/c TYP.

#4 @ 12" c/c AT "SP" #4 @ 16" c/c AT "SP-1"

3-#6 BOTTOM, TYP.

5-#9 BOTTOM AT "SP"

4-#8 BOTTOM AT "SP-1"

NOTE:

PROVIDE 90° STD. HOOD FOR TOP

AND BOTTOM BARS AT TIE BEAM

ENDS (AT PEDESTALS OR WALL FTG'S)

#4 SIDE BAR, TYP.

2.5

EL.= 100'-0"

5' - 3" 1' - 6" 5' - 3"

12' - 0"

1'

EL.= 90'-0"

GRADE

A1

SB503

SB505

D1

6" MIN THICKNESS OF

COARSE GRAN. FILL AROUND

DRAIN PIPING. WRAP COARSE

FILL WITH FILTER FABRIC.

FOR BACKFILL

MATERIAL REQ'S.

-SEE

SLAB-ON-GRADE

#7 @ 12" c/c

TOP AND BOTT.

#7 @ 12" c/c VERT. #5 @ 12" c/c

VERT.

#5 @ 12" c/c

HORIZ. EA. FACE

#5 @ 12" c/c

TOP AND BOTT.

xCONT.

SMOOTH RUBBED FINISH

ON CONCRETE EXPOSED

TO VIEW

SEE PLAN

KEY PLAN

REVISIONS

FILE LOG

ACTIVITY

Draw

Design

Manager

Check

STAMP

© LEO A DALY Company 2016

Project No.

BY

A

B

C

D

E

1 2 3 4 5 6

P L A N N I N G

A R C H I T E C T U R E

E N G I N E E R I N G

I N T E R I O R S

EST. 1915

/2

/2

:3

:0

A

M C

U s e rs

\m a to m c a k \D o c u m e n ts

\A u to d e s k \R e v it

P ro je c ts

\V A

C D

C -S tr u c tu ra l_ m a to m c a k .r v t

4101 Woolworth Ave, Omaha, NE 68105

OMAHA VA MEDICAL

CENTER

FOUNDATION DETAILS

SB503

VETERANS

AMBULATORY CARE

CENTER

001-10149-000

3/20/2018

BAS

MAT

RBC/JKZ/KEF

JSM

CONTRACT DOCUMENT

SUBMITTAL

8600 Indian Hills Drive Omaha, NE 68114-4039 Tel 402.391.8111 Fax 402.391.8564

SCALE: 3/4" = 1'-0"D1 GRADE BEAM AT NORTH CURTAIN WALL

SCALE: 3/4" = 1'-0"D2 GRADE BEAM AT EAST/SOUTH PRECAST WALL

SCALE: 3/4" = 1'-0"D3 GRADE BEAM AT METAL PANEL WITH WINDOW

SCALE: 3/4" = 1'-0"D5 GRADE BEAM AT WEST/NORTH ENTRANCE CURTAIN WALL

SCALE: 3/4" = 1'-0"B1 GRADE BEAM AT METAL PANEL (TYPICAL)

SCALE: 3/4" = 1'-0"B2 SECTION THROUGH NORTH WALL AT PILE CAP

SCALE: 3/4" = 1'-0"B4 WALL FOOTING AT BRICK (CONNECTOR)

SCALE: 3/4" = 1'-0"B5 WALL FOOTING AT CURTAIN WALL (CONNECTOR)

SCALE: 3/8" = 1'-0"A1 RETAINING WALL FOOTING

SCALE: 3/4" = 1'-0"A4 STOOP STRUCTURE AT SOUTH PATIO

NO. DESCRIPTION DATE

1'

SCALE : 3/4" = 1'-0"

0 2' 3'

2'

SCALE : 3/8" = 1'-0"

0 4' 6'

EL.=SEE ARCH.

SCALE: 3/4" = 1'-0"A6 TIE BEAM AT CONNECTOR

SCALE: 3/8" = 1'-0"A2 RETAINING WALL AT SOUTH END OF CONNECTOR

T.O. FOUNDATION

83'-0"

GROUND LEVEL

84'-0"

9"

6"

1'

10"

4' - 0" 5' - 0"HOUSEKEEPING

PAD (WHERE OCCURS)

SLAB-ON-GRADE

-SEE PLAN

WATERSTOPS

AT ALL JOINTS

#4 @ 12" c/c

EA. WAY, EA. FACE

K.C.J.

#5 @ 12" c/c

TOP AND BOTT.

EA. WAY

GRADE BEAM - SEE

W/ (5)-#5 SIDE

BARS EA. FACE

D2

SB503

PRECAST -

SEE ARCH.

SEE PLAN

STEEL GRATING

-SEE ARCH

B O

T . O

F G

R A

D E

B E

A M

T O

M A

T C

H B

O T

O F

P

IL

E C

A P

E

-1 2)

, S E

E P

LA

N

S

6'

#4 x CONT.

#4 x 3'-0" VERT.

@ 18" c/c

L6x4x3/8xCONT. GALVANIZED (3 SIDES) w/ 1/2" KWIK HUS-EZ SCREW ANCHOR @ 2'-0" c/c MAX SPACING (4 1/4" EMBED)

3"

WATERSTOPS

#5 MATCHING DOWELS

(36"x36")

2.6

B.7

2' - 0"

EQ. EQ

#4 TIES (3 PER SET -

ALTERNATE HOOK

ENDS) @12" c/c W/ 2

SETS WITHIN TOP 5"

(8)-#8 VERT. BENT BARS,

EXTEND HOOKED END

2'-0" INTO CAP

CONTINUE WALL REINFORCEMENT

THRU PILASTER

B1

SB502

COLUMN PILASTER

ELEVATOR PIT WALL

1'

6" CMU

1'

3"

2 x NOMINALWALL THICKNESS 8"

2-#5 CONT.

VAPOR

BARRIER

FREE DRAINING

GRANULAR FILL

SLAB ON GRADE

EL. - SEE PLAN

SLAB REINF. -

SEE STRUCTURAL

GENERAL NOTES

HORIZONTAL JOINT REINF.

SPACED VERTICALLY @ 16" c/c MAX.

VERT. WALL REINF.

AND MATCHING DOWELS

WITH STD. 90° HOOKS

(ALTERNATE HOOK)

LAP AS PER STRUCTURAL

GENERAL NOTES

S E

E P

LA

N

C

LR3"

COMPACTED

NATIVE SOIL

ROTATE VERTICAL BARS AS

REQUIRED TO PROVIDE 3"

CLEAR COVER FOR END OF

HOOKS

6" CMU, FULLY GROUTED

W/ #4 @ 16" c/c VERT.

AT 'SIM' SUBSTITUTE

CMU WITH STONE/STUD

WALL ASSEMBLY

B

2.4

2'

E Q

E Q

1' - 0"

#4 TIES (3 PER SET -

ALTERNATE HOOK ENDS) @12"

c/c W/ 2 SETS WITHIN TOP 5"

#4 HOOKED BAR, LAP

SPLICE w/ ELEVATOR PIT

WALL REINFORCEMENT.

TURN DOWN HOOKS AS

NEEDED TO AVOID REBAR

CLASHES.

WALL REINFORCEMENT

B1

SB502

CORNER BARS NOT

SHOWN FOR CLARITY

ELEVATOR PIT WALL

COLUMN

PEDESTAL

1' - 0"

C2

SB502

(8)-#8 VERT. BENT BARS,

EXTEND HOOKED END

2'-0" INTO CAP

H

6"

#4 TIES (5 PER SET -

ALTERNATE HOOK ENDS) @12"

c/c W/ 2 SETS WITHIN TOP 5"

CONTINUE WALL REINFORCEMENT

THRU PILASTER

COLUMN PILASTER

ELEVATOR PIT WALL

B1

SB502

ADJACENT CONCRETE WALL

6' - 8"

1'

(12)-#8 VERT. BENT

BARS, EXTEND HOOKED

END 2'-0" INTO CAP

T.O. FOUNDATION

83'-0"

3.5

GROUND LEVEL

84'-0"

1' - 6"

3'

1'

SEE PLAN

1/2"

4" 3" 8"

2 1/2"

3'

GRADE BEAM

- FOR REINF. SEE D5

SB503

SLAB-ON-GRADE

-SEE PLAN

1/4" ISO JOINT

SMOOTH RUBBED FINISH

ON CONCRETE EXPOSED

TO VIEW

(2)-#4 xCONT.

HORIZ.

(2)-#4 xCONT.

HORIZ. EACH FACE

3/4" CHAMFER

3/4" CHAMFER

T.O. FOUNDATION

83'-0"

GROUND LEVEL

84'-0"

HSS5x5x5/16 POSTS @ 4'-0" c/c MAX SPACING.

(CENTERED IN STUD

SPACE)

HSS5x5x5/16 x CONT.

PRECAST

-SEE ARCH

GRADE BEAM

-SEE D2

SB503

3/8" BENT

PLATE x CONT. CURTAIN WALL

-SEE ARCH

PL=5/8"x10"x1'-0" w/ (4)

3/4" DIA.KWIK HUS-EZ

SCREW ANCHORS

(6-1/4" EMBED) 1/4" E.J. TYP.

AT POSTS.

(1/4) 3-12

87'-4"

T/ANGLE

SEE ARCH

4"

1/

2"

1/4 3-12

1/4

BOTH ENDS

3' - 0"

SEE ARCH

SEE PLAN

2" 6" 2"

(7) #7 TOP AND BOTT

#4 CLOSED STIRRUPS @

18" c/c

#4 BAR EA. FACE

4"

T.O. FOUNDATION

83'-0"

H

GROUND LEVEL

84'-0"

#5 @ 12" c/c VERT.

CENTERED IN WALL

(2)-#4 HORIZ.

xCONT.

#4 STIRRUPS @

18" c/c

#4 BAR EA. FACE

(4)-#7 TOP

AND BOTT.

SLAB-ON-GRADE

-SEE PLAN

1/4" ISO.

JOINT

STOREFRONT

-BY MFR.

3'

" 3'

1' - 6"

6" 6" 6"

SEE PLAN

STOOP CONC.

ON METAL DECK

3/4" CHAMFER

SMOOTH RUBBED FINISH

ON CONCRETE EXPOSED

TO VIEW

8"

10"

EXIST. CONC. BASEMENT WALL

#5 x 2'-8" W/ 8" EMBED INTO EXIST.

WALL WITH HY200 ADHESIVE

#5 @ 12" c/c

EA. WAY #5 MATCHING

DOWEL

24"

24"

WATERSTOP

7' -6

C

LR

(SQUARE)

3' - 6" CLR

MECH. PIPING

(LINK SEAL AT CONC. WALL)

#5 @ 12" c/c EA. WAY (DOWEL

HORIZ. BARS INTO EXIST. BASEMENT

WALL (8" EMBED) WITH HY200

ADHESIVE - SIMILAR TO SLAB DOWEL)

4' -0

A

F F

EXISTING EXTERIOR WALL

(ABOVE GRADE)

CUT 2'-0" SQUARE

OPENING IN EXIST.

WALL

EXIST.

SLAB-ON-GRADE

SEE ARCH.

FOR ROOF

FACE OF BRICK

-SEE ARCH.

8"

6" CMU (FULLY GROUTED)

w/ #5 VERT. AT 24" c/c. VERT. BARS AT

CORNERS AND END OF WALLS.

#4 VERT. (2'-6" EMBED INTO CONC.)

LAP PER STRUCTURAL GENERAL NOTES

EXIST. BOILER

PLANT BUILDING

T.O. FOUNDATION

83'-0"

H J

GROUND LEVEL

84'-0"

3'

ELEVATOR

PIT - SEE PLAN

INSTALL GRADE BEAM BOTT.

REINF. AND STIRRUPS WITH

PILE CAP REBAR INSTALL PRIOR

TO CONCRETE POUR

#4 STIRRUPS @ 18" c/c

AT CAPS

PILE CAP -

SEE PLAN

GRADE BEAM AND

STEM WALL - SEE PLAN

N

1'

3'

INTO RETAINING WALL

3' - 0"

TOP OF STEM WALL

SLAB-ON-GRADE

(BEYOND)

-SEE PLAN

CONCRETE PILASTER

(BEYOND)

W COLUMN

(BEYOND)

B5

SB503

A2

SB503

CONTINUOUS TOP

AND BOTTOM REINF.

RETAINING

WALL

GRADE

BEAM

EL.= 100'-0"

K

RETAINING WALL

REINF. -SEE A1

SB503

1'

1/

4" 1'

1' - 0" 1' - 0"

(8)-#8 VERT. #4 TIES (3 PER SET -

ALTERNATE HOOK ENDS)

@ 12" c/c W/ 2 SETS

WITHIN TOP 5"

KEY PLAN

REVISIONS

FILE LOG

ACTIVITY

Draw

Design

Manager

Check

STAMP

© LEO A DALY Company 2016

Project No.

BY

A

B

C

D

E

1 2 3 4 5 6

P L A N N I N G

A R C H I T E C T U R E

E N G I N E E R I N G

I N T E R I O R S

EST. 1915

/2

/2

:3

:0

A

M C

U s e rs

\m a to m c a k \D o c u m e n ts

\A u to d e s k \R e v it

P ro je c ts

\V A

C D

C -S tr u c tu ra l_ m a to m c a k .r v t

4101 Woolworth Ave, Omaha, NE 68105

OMAHA VA MEDICAL

CENTER

FOUNDATION DETAILS

SB504

VETERANS

AMBULATORY CARE

CENTER

001-10149-000

3/20/2018

BAS

MAT

RBC/JKZ/KEF

JSM

CONTRACT DOCUMENT

SUBMITTAL

8600 Indian Hills Drive Omaha, NE 68114-4039 Tel 402.391.8111 Fax 402.391.8564

SCALE: 3/4" = 1'-0"D1 MECHANICAL PIT SECTION

1'

SCALE : 3/4" = 1'-0"

0 2' 3'

SCALE: 1" = 1'-0"D3 PILASTER AT ELEVATOR PIT

SCALE: NTSD4 TYPICAL THICKENED SLAB UNDER CMU

SCALE: 1" = 1'-0"D5 PEDESTAL AT ELEVATOR PIT

SCALE: 1" = 1'-0"C1 PILASTER AT SOUTH ELEVATOR PIT

SCALE: 3/4" = 1'-0"C3 GRADE BEAM SECTION AT STAIR TOWER

SCALE: 3/4" = 1'-0"C4 GRADEBEAM AT PRECAST

SCALE: 3/4" = 1'-0"A1 SOUTH PATIO SECTION AT STEM WALL

SCALE: 1" = 1'-0"B5 MECH. PIT AT EXIST. BOILER PLANT

SCALE: 3/4" = 1'-0"A2 ELEVATOR PIT AND GRADE BEAM SECTION

SCALE: 3/4" = 1'-0"A3 GRADE BEAM TO RETAINING WALL

SCALE: 1" = 1'-0"A5 PILASTER AT COL. LINE "K"

2.5

SLAB-ON-GRADE

-SEE PLAN

CURTAIN WALL

-SEE ARCH.

#4 @ 12" c/c VERT.

(3)-#4 xCONT.

HORIZ. EACH FACE

CONC. RETAINING

WALL - SEE A1

SB503

#4 MATCHING DOWEL

WITH SLAB-ON-GRADE REINF.

EL.= 100'-0"

2' -6

3/4" CHAMFER

SMOOTH RUBBED FINISH

ON CONCRETE EXPOSED

TO VIEW

SEE PLAN

0.1

6" 6"

6"

2' - 0"

1'

3'

SLAB-ON-GRADE

-SEE PLAN

#4 @ 12" c/c

(4)-#5 TOP

AND BOTT.

(2)-#5 SIDE BARS

VOID FORM -

6'-0" FROM FACE

OF EXIST. BASEMENT

WALL

EL.= 100'-0" CONC. COVER

3" MIN.

S E

E P

LA

N

D E

P T

H

U .N

.O

8" M

IN

FOR SIZE AND REINFORCING w/90 DEG. HOOK EA. END

SEE SPREAD FOOTING SCHEDULE

3" C

LR

3" CLR

2" C

LR

FOR COLUMN AND BASE PL

SIZE - SEE STEEL COLUMN

SCHEDULE AND BASE PLATE

DETAILS

ISOLATION JT

(I.J.)

1 1/2" MIN. GROUT

SLAB ON GRADE

EL - SEE PLAN

TOP BARS WHEN

SCHEDULED

THREADED ANCHOR RODS

w/NUT WELDED TO END - FOR

NUMBER REQUIRED AND PLACEMENT OF

ANCHOR RODS REQUIRED, SEE BASE PLATE

DETAILS

PLAN AT COLUMN ENCASEMENT

SEE NOTE 1

KEYED

CONSTRUCTION

JOINT

(K.C.J.) OR

CONTRACTION

JOINT (C.J.)

NOTES:

1. WHERE COLUMN AND BASE PLATE EXTEND MORE THAN

2'-0" BELOW SLAB ON GRADE, COVER COLUMN AND BASE

PLATE WITH EPOXY PAINT OR BITUMINOUS PAINT AND

ENCASE WITH REINFORCED CONCRETE AS SHOWN.

2. FOR WELDS - SEE BASE PLATE DETAILS

(MILL COLUMN ENDS FOR BEARING)

ISOLATION JOINT (I.J.)

3" M

IN

"H

1/ 4"

2" 2"

TYP.

2" CLR

#3 TIES @ 8" c/c MAX.

4 - #6 VERT.

TYP.

2" CLR.

GEOTECH. TO FIELD

VERIFY SOIL BEARING

CAPACITY

SEE NOTE 2

KEY PLAN

REVISIONS

FILE LOG

ACTIVITY

Draw

Design

Manager

Check

STAMP

© LEO A DALY Company 2016

Project No.

BY

A

B

C

D

E

1 2 3 4 5 6

P L A N N I N G

A R C H I T E C T U R E

E N G I N E E R I N G

I N T E R I O R S

EST. 1915

/2

/2

:3

:0

A

M C

U s e rs

\m a to m c a k \D o c u m e n ts

\A u to d e s k \R e v it

P ro je c ts

\V A

C D

C -S tr u c tu ra l_ m a to m c a k .r v t

4101 Woolworth Ave, Omaha, NE 68105

OMAHA VA MEDICAL

CENTER

FOUNDATION DETAILS

SB505

VETERANS

AMBULATORY CARE

CENTER

001-10149-000

3/20/2018

BAS

MAT

RBC/JKZ/KEF

JSM

CONTRACT DOCUMENT

SUBMITTAL

8600 Indian Hills Drive Omaha, NE 68114-4039 Tel 402.391.8111 Fax 402.391.8564

SCALE: 1" = 1'-0"D1 CURTAIN WALL AT RETAINING WALL

NO. DESCRIPTION DATE

SCALE: 1" = 1'-0"D2 GRADE BEAM OVER VOID FORM

SCALE: 3/4" = 1'-0"D3 TYP. SPREAD FOOTING/STEEL COLUMN BASE ("H" GREATER THAN 2'-0")

2. TOP OF STEEL EL. = 99'-6 1/2"

UNLESS NOTED THUS: (-1")

3. INDICATES MOMENT CONNECTION

4. INDICATES 2", 20 GA. FLOOR DECK WITH

3 1/2" NW CONCRETE (5 1/2" TOTAL)

5. FOR STEEL COLUMN SCHEDULE - SEE SHEET SF601

6. W14x22 (20) 1 1/4"

(20) INDICATES NUMBER OF 3/4" DIA. HEADED STUDS

SPACED EQUALLY ALONG BEAM

1 1/4" INDICATES CAMBER

7. "E.O.S." INDICATES EDGE OF SLAB DIMENSION

8. "E.O.D." INDICATES EDGE OF DECK DIMENSION

9. * INDICATES DIMENSIONS TO BE COORDINATED WITH OTHER

DISCIPLINES. COORDINATE WITH CIVIL, MECHANICAL,

ELECTRICAL, AND ARCHITECTURAL DRAWINGS AND

EQUIPMENT SUPPLIED FOR OPENING SIZES AND LOCATIONS

AND SUPPORT LOCATIONS.

10. "FPL" INDICATES BEAM DESIGNED FOR FUTURE PATIENT LIFTS

(1000# MAX PATIENT LOAD)

M A

T C

H L

IN

E

S E

E S

F -B

M A

T C

H L

IN

E

S E

E S

F -B

2 3 4 5 6 7

C

D

E

F

G

H

B

J

2.5 3.52.4

17' - 0" 19' - 0" 29' - 0" 29' - 0" 29' - 0" 29' - 0"

EDGE OF

SLAB

MATCH LINE

SEE SB101-D

OPEN TO

BELOW

W x2

(3 2)

W x4

(3 3)

W x1

W x1

W x1

W x1

W x4

3/ 4"

(2 1)

W x2

1/

4" (2

5) W x2

1/ 4"

(2 7)

W x2

1/

4" (2

5) W x2

(4

0)

W x1

W x1

W x1

W x2

1/

4" (2

5) W x2

(4

0)

W x6

(7 4)

W x2

1/

4" (2

5) W x2

1/ 4"

(2 7)

W x2

(2 6)

/4

W x2

(4 0)

W x1

W x1

W x1

W x2

(2 6)

/4

W x2

(3 0)

W18x35 (24) W24x68 (60) W24x68 (60) W24x68 (60) W24x68 (60)

W16x31 (34) W24x55 (50) W30x124 W30x124 W30x124

W16x31 (33) W24x55 (48) W24x55 (48) W24x55 (48) W24x55 (52)

W16x26 (26) W30x90 (22) W24x55 (72) W30x124 W30x124 W30x124

W x2

(4 0)

W x3

(2 0)

W x2

(4 0)

W x3

(2 0)

W x2

(4 0)

W x2

(4 0)

W x2

(4 0)

W x2

(4 0)

W x3

(2 0)

W x2

1/

4" (1

8)

W x2

1/

4" (1

8)

W x2

1/

4" (1

8)

W x2

1/

4" (2

5)

W x2

1/

4" (2

5)

W x2

1/

4" (2

5)

W x2

1/

4" (1

8)

W x2

1/

4" (1

8)

W x2

1/

4" (1

8)

W x2

1/

4" (2

6)

W x2

(2 6)

/4

W x2

(2 6)

/4

W x2

1/

4" (1

8)

W x2

1/

4" (1

8)

W x2

1/

4" (1

8)

W x2

1/

4" (2

7)

W x2

1/

4" (2

7)

W x2

1/

4" (2

7)

W x2

1/

4" (1

8)

W x2

1/

4" (1

8)

W x2

1/

4" (1

8)

W x2

1/

4" (2

7)

W x2

1/

4" (2

7)

W x2

1/

4" (2

7)

W x2

1/

4" (1

8)

W x2

1/

4" (1

8)

W x2

1/

4" (1

8)

W x2

1/

4" (2

5)

W x2

1/

4" (2

5)

W x2

1/

4" (2

5)

W x2

1/

4" (1

8)

W x2

1/

4" (1

8)

W x2

1/

4" (1

8)

W x2

1/

4" (2

5)

W x2

1/

4" (2

5)

W x2

1/

4" (2

5)

W x4

3/ 4"

(2 1)

W x4

3/ 4"

(2 1)

W x4

3/ 4"

(2 1)

W x2

(3 2)

W x2

(3 2)

W30x90 (10)

W24x55 (22)W24x55 (22) W24x55 (22)

W30x124 W30x124 W30x124

W x2

1" (1

0)

W x2

1" (1

0)

W x2

1" (1

7) W x2

1"

(1 7)

W x2

1" (2

6)

W x5

(7 4)

W x1

(2 4)

W x4

3/ 4"

(1 5)

W14x22

W x2

(1 0)

W x4

3/ 4"

(2 1)

W x4

3/ 4"

(2 1)

W24x55 (46)

W x2

W x2

3/ 4"

(1 2)

W x2

3/ 4"

(1 2)

W x2

3/ 4"

(1 2)

W x4

1" (2

1)

W x4

3/ 4"

(2 0)

W12x19

W12x19

W x1

W x2

W x3

(1 5)

W30x124

W16x26 (20)

W16x26 (20)

W18x35 (18)

W30x124

W x4

(5 0)

W x1

W x1

W x2

1" (1

0)

W x2

1" (1

0)

W x2

1" (1

0)

W x2

1" (1

0)

W x4

3/ 4"

(1 8)

W x4

3/ 4"

(1 8)

W x1

W x1

H S

S x1 0x

5/

W30x124

W30x90 (20)

W x2

(3 0)

W x2

(3 0)

W x2

(3 0)

W x3

(3 0)

W30x90 (67)

W x3

3/ 4"

(1 6)

W x5

(5 5)

W x3

1" (1

4)

W14x22

W x1

W x3

3/ 4"

(1 4)

W x3

3/ 4"

(1 4)

W x3

3/ 4"

(1 8)

W x2

1" (1

2) W x2

1"

(1 4)

W x2

1" (1

7)

W10x22

W10x22

W x4

3/ 4"

(1 3)

W14x22

W x2

(1 0)

W x4

3/ 4"

(1 8)

2.6

W x2

W x2

W16x26

W x2

W x2

W16x26

W x2

W x2

W16x26

W x2

W x2

W14x22

W18x35

W14x22

W x2

W x2

W x2

W x2

W x2

W x3

W x9

(1

B.7

E.O.S.

6" * TYP.

E.O.S.

1' - 5 1/4" *

E.O.S.

6" * TYP.E.O.S.

6" * TYP.

9' - 1 1/4" * 9' - 1 1/4" * 11

/4

W16x26

W16x26

W10x12

E.O.S.

6" * TYP.

W14x22

EQ EQ

W x1

E.O.S.

6" *

EQ EQ

EQ EQ

A3

SF501

A3

SF501

TYP.

B5

SF501

TYP.

C2

SF501

E.O.S.

1' - 8 1/2"

TYP.

A4

SF501

3'

/4

5'

/4

26' - 0" 5' - 9" 26' - 0 1/4"

HSS18x6x3/8

STAIR STRINGERS

-SEE ARCH.

W16x26

W x2

W x2 6 W14x22 (12)

W14x22W14x22W14x22 W14x22W14x22W14x22

W16x26

W x2

W x2

E.O.S.

1' - 0" *

E.O.S.

11 3/4"

E .O

.S

1'

/4

E.O.S.

1' - 7" *

E .O

.S

E .O

.S

1'

/4

E.O.S.

1' - 2" *

A4

SF501

E .O

.S

2'

E .O

.S

/4

E .O

.S

1'

E .O

.S

2'

E .O

.S

1'

E .O

.S

1'

A4

SF501

W x2 2A4

SF501

C5

SF502

B1

SF502

W10x12 W10x12 W10x22

W x2

W10x22

W10x12 W10x12

TOILET

PARTITION

A2

SF510

D3

SF510

TOILET

PARTITION

A2

SF510

3" SLAB

DEPRESSION

W10x12 W10x12

EXAM LIGHT

EXAM LIGHT

D3

SF510

5'

11' - 1 7/8" *

EQ EQ

PATIENT LIFT

TYP.

A3

SF510

D3

SF510

EXAM LIGHT

W10x22

2' - 10" *

T Y

P

IC

A L

8'

W10x12W10x12W10x12W10x12W10x12W10x12

5'

B2

SF502

B4

SF502

B5

SF502

B5

SF503

A1

SF503

W10x12W10x12 W10x12 W10x12 W10x12 W10x12

"F P

L"

"F P

L"

"F P

L"

"F P

L"

"F P

L"

"F P

L"

"F P

L"

"F P

L"

"F P

L"

"F P

L"

"F P

L"

"F P

L"

"F P

L"

"F P

L"

"F P

L"

"F P

L"

"F P

L"

"F P

L"

"F P

L"

"F P

L"

"F P

L"

"F P

L"

"F P

L"

"F P

L"

"F P

L"

"F P

L"

"F P

L"

"F P

L"

"F P

L"

"F P

L"

"F P

L"

"F P

L"

"F P

L"

"F P

L"

"F P

L"

"F P

L"

"F P

L"

"F P

L"

"F P

L"

"F P

L"

"F P

L"

"F P

L"

11' - 7 1/4" *

EQ EQ

EQ EQ EQ

A1

SF503

3'

W10x12 W10x12 W10x12 W10x12 W10x12

E .O

.S

1'

EQ EQ

EQ EQ

3' - 6"

EDGE OF SLAB

INSIDE FACE OF

CURTAIN WALL

W x2

W16x26

W16x26

W10x124'

W10x12

TYP.

BEAM TO BEAM

SF506

C1

B4

SF506

B3

SF506

B5

SF506

E.O.S.

1' - 4" *

E.O.S.

3' - 6 1/8" *

E.O.S.

9' - 1 1/4" *

E.O.S.

11' - 8 3/8" *

E.O.S.

10' - 7 3/8" *

E.O.S.

3' - 4 3/4" *

E.O.S.

14' - 9 1/4" *

E .O

.S

6'

/8

E .O

.S

1'

/4

E .O

.S

6'

/8

E .O

.S

2'

/4

E .O

.S

7'

/8

E .O

.S

7"

E .O

.S

2'

/4

C4

SF510

SLIDING

PARTITION

1'

/2

5'

10' - 5" *

/2

5'

/4

E .O

.S

A1

SF506

A2

SF506

E .O

.S

1'

0"

2' - 0" * 5' - 2" *

FACE OF

BUILDING

E .O

.S

1'

1"

2" E

.J

6' - 2 3/8" *

1' - 2 7/8" *

8' - 10 3/4" * 4' - 7 3/4" * E.O.S.

9" *

FOR STAIR DETAILS - SEE

D1

SF506

D2

SF506

D3

SF506

D4

SF506

HSS10x10 GIRT

EXPOSED TO VIEW

MATCH LINE

SEE SF101-C

9'

/4

11' - 4 1/8"

E.O.S.

11 3/4" *

E .O

.S

1'

5'

/8

5' - 9 7/8"

NTRUE

NORTH

KEY PLAN

REVISIONS

FILE LOG

ACTIVITY

Draw

Design

Manager

Check

STAMP

© LEO A DALY Company 2016

Project No.

BY

A B

A

B

C

D

E

1 2 3 4 5 6

P L A N N I N G

A R C H I T E C T U R E

E N G I N E E R I N G

I N T E R I O R S

EST. 1915

C

D

/2

/2

:3

:0

A

M C

U s e rs

\m a to m c a k \D o c u m e n ts

\A u to d e s k \R e v it

P ro je c ts

\V A

C D

C -S tr u c tu ra l_ m a to m c a k .r v t

4101 Woolworth Ave, Omaha, NE 68105

OMAHA VA MEDICAL

CENTER

LEVEL 1 FRAMING PLAN - AREA A

SF101-A

VETERANS

AMBULATORY CARE

CENTER

001-10149-000

3/20/2018

BAS

MAT

RBC/JKZ

JSM

CONTRACT DOCUMENT

SUBMITTAL

8600 Indian Hills Drive Omaha, NE 68114-4039 Tel 402.391.8111 Fax 402.391.8564

SCALE: 1/8" = 1'-0"

FRAMING PLAN LEVEL 1 - AREA A

4'

SCALE : 1/8" = 1'-0"

M A

T C

H L

IN

E

S E

E S

F -A

6 7 8 9 10

C

D

E

F

G

H

11 12

29' - 0" 29' - 0" 29' - 0" 29' - 0" 29' - 0" 29' - 10"

11.2

C.7

EDGE OF

SLAB

COLUMNS ABOVE

(TYP. ALONG GRID 11.2

AT E & F)

FACE OF

BUILDING

FACE OF

BUILDING

(ABOVE)

W x6

(7 4)

W x2

1/

4" (2

5) W x2

1/ 4"

(2 7)

W x2

(2 6)

/4

W x2

(4 0)

W x1

W x1

W x1

W x2

(2 6)

/4

W x2

(3 0)

W x4

3/ 4"

(2 1)

W x2

1/

4" (2

5) W x2

1/ 4"

(2 7)

W x2

1/

4" (2

5) W x2

(3

0)

W x1

W x1

W x2

1/

4" (2

5) W x2

(3

0)

W24x68 (30) W30x90 (22)

W24x68 (60) W24x68 (60) W24x68 (60)

W30x124 W24x55 (50) W24x55 (50)

W24x55 (48) W24x55 (48) W24x55 (48)

W30x124 W30x124 W30x124

W x2

(4 0)

W x2

(4 0)

W x3

(2 0)

W x2

(4 0)

W x2

(4 0)

W x2

(3 0)

W x3

(2 0)

W x2

(3 0)

W x3

(2 0)

W x2

(3 0)

W x2

(3 0)

W x3

(2 2)

W x2

1/

4" (2

6)

W x2

(2 6)

/4

W x2

(2 6)

/4

W x2

1/

4" (1

8)

W x2

1/

4" (1

8)

W x2

1/

4" (1

8)

W x2

1/

4" (2

5)

W x2

1/

4" (2

5)

W x2

1/

4" (2

5)

W x2

1/

4" (1

8)

W x2

1/

4" (1

8)

W x2

1/

4" (1

8)

W x2

1/

4" (2

7)

W x2

1/

4" (2

7)

W x2

1/

4" (2

7)

W x2

1/

4" (1

8)

W x2

1/

4" (1

8)

W x2

1/

4" (1

8)

W x2

1/

4" (2

7)

W x2

1/

4" (2

7)

W x2

1/

4" (2

7)

W x2

1/

4" (1

8)

W x2

1/

4" (1

8)

W x2

1/

4" (1

8)

W x2

1/

4" (2

5)

W x2

1/

4" (2

5)

W x2

1/

4" (2

5)

W x2

1/

4" (1

8)

W x2

1/

4" (1

8)

W x2

1/

4" (1

8)

W x2

1/

4" (2

5)

W x2

1/

4" (2

5)

W x2

1/

4" (2

5)

W x2

1/

4" (1

8)

W x2

1/

4" (1

8)

W x2

1/

4" (1

8)

W x4

3/ 4"

(2 1)

W x4

3/ 4"

(2 1)

W x4

3/ 4"

(2 1)

W x4

3/ 4"

(2 0)

W x4

3/ 4"

(2 0)

W x4

3/ 4"

(2 0)

W x2

1/

4" (2

7) W x2

1/ 4"

(2 7)

W x2

1/

4" (2

2) W x3

(2

2)

W x1

W x1

W x1

W x9

(3 4)

W24x62 (70)

W24x55 (50)

W24x55 (48)

W24x55 (72)

W30x90 (10) W24x76 (16)

W24x55 (22)W24x55 (30)W24x55 (22)W24x55 (28)W24x55 (22)

W x2

1/

4" (2

2)

W x2

1/

4" (1

8)

W x2

1/

4" (1

8)

W x2

1/

4" (2

7)

W x2

1/

4" (2

7)

W x2

1/

4" (2

7)

W x2

1/

4" (2

7)

W x2

1/

4" (1

8)

W x2

1/

4" (1

8)

W x4

3/ 4"

(2 1)

W x4

3/ 4"

(2 0)

W x4

3/ 4"

(2 0)

W33x130

W33x141

W33x118

W18x35

W x1

W x6

(2 0)

W x1

W30x90 (12)

W x1

(1 0)

W x2

3/ 4"

(1 0)

W x2

1" (1

6)

W x2

3/ 4"

(2 0)

W x2

3/ 4"

(1 0)

W x2

1" (1

6)

W x2

3/ 4"

(2 0)

W x2

3/ 4"

(1 0)

W x3

1" (1

6)

W x3

W16x26 W x2

W x4

1" (2

1)

W x4

3/ 4"

(2 0)

W x2

3/ 4"

(1 2)

W x2

3/ 4"

(1 2)

W x2

3/ 4"

(1 2)

W x5

(2 0)

W x1

(1 0)

W x5

(2 0)

W x3

(5 2)

W x1

W x1

W x2

(3 0)

W x2

(3 0)

W x2

(3 0)

W24x76 1"(92)

W21x68 (20)

W x1

W x1

W x1

W x1

(1 2)

W14x22

W x1

W14x22

W x2

(1 1)

W10x22

12.1

W x1

W x2

(8

W x2

W x2

W16x26

W x5

W x5

W18x35

W14x22

W14x22W14x22

W x2

W16x26

W x2

W x2

W x2

W14x22

W x2

W x2

W x2

W x3

W x3

W x2

W x2

W18x35

W14x22

11.4

W x1

(1 2)

E.O.S.

6" * TYP.

1'

-9

/2

1'

-9

/2

1'

-9

/2

(-1'-9 1/2")

(-1'-9 1/2")

1'

-9

/2

1'

-9

/2

1'

-9

/2

(-1'-9 1/2")

A3

SF501

B5

SF501

C2

SF501

J.5

W x4

3/ 4"

(2 1)

W x1

1'

-9

/2

1'

-9

/2

(-1'-9 1/2")

1'

-9

/2

1'

-9

/2

1'

-9

/2

W21x44 (18)

W x1

W x1

W x1

W x2

W x2

W x3

1" (1

6) W x1

W x5

W14x22 (12) W14x22 (12) W16x31 (12) W16x31 (26)W14x22

E .O

.S

1'

E .O

.S

2'

E .O

.S

1'

E.O.S.

8 1/8" *

A4

SF501

E.O.S.

6" * TYP.

E.O.S.

1' - 5 1/4" *

E.O.S.

11" *

E .O

.S

E.O.S.

11" *

E .O

.S

1'

/4

1' - 4 1/2"

E .O

.S

6"

8'

/2

E.O.S.

9 1/2" *

E.O.S.

1' - 1" *

D1

SF502

W x2

FACE OF BUILDING

(ABOVE)

4' - 6 1/2" *

E .O

.S

1'

E.O.S 1' - 1" *

W21x83

W21x83

W21x83

0"

0"

0"

3' - 4"

C3

SF502

D5

SF502

D4

SF502

W10x22

W x2

W10x22W10x22

W10x12

EXAM LIGHT

D3

SF510

EXAM LIGHT

D3

SF510

W10x12W10x12W10x12W10x12

5'

TOILET

PARTITION

A2

SF510

11' - 1 7/8" *

EQ EQ

PATIENT LIFT

TYP.

A3

SF510

(HIGH)

(HIGH)

(HIGH)

T Y

P

IC

A L

8'

B1

SF502

3"

DEPRESSION

4' - 11 1/2"

B5

SF502

B5

SF502

B4

SF502

A1

SF502

5'

SF201

C1

W10x12W10x12W10x12

A1

SF503

"F P

L"

"F P

L"

"F P

L"

"F P

L"

"F P

L"

"F P

L"

"F P

L"

"F P

L"

"F P

L"

"F P

L"

"F P

L"

"F P

L"

"F P

L"

"F P

L"

"F P

L"

"F P

L"

"F P

L"

"F P

L"

"F P

L"

"F P

L"

"F P

L"

"F P

L"

"F P

L"

"F P

L"

"F P

L"

"F P

L"

"F P

L"

"F P

L"

"F P

L"

"F P

L"

"F P

L"

"F P

L"

"F P

L"

"F P

L"

"F P

L"

"F P

L"

"F P

L"

"F P

L"

"F P

L"

"F P

L"

"F P

L"

"F P

L"

"F P

L"

A5

SF503

SF202

C4

D5

SF504

HSS6x6x3/8

HSS6x6x3/8

HSS6x6x3/8

A3

SF201 HSS4x4x3/8

7'

/8

TYP.

C5

SF502

TRELLIS POST,

TYP.

(3 LOCATIONS)

SF202

C1

C5

SF503

E .O

.S

1'

/4

E .O

.S

1/

2"

E.O.S.

7 1/2" *

E.O.S.

1' - 3 1/4" *

E .O

.S

1'

/4

E

.O .S

1/ 2"

3' - 6"

EDGE OF SLAB

INSIDE FACE OF

CURTAIN WALL

W x2

W16x26

W x2

W16x26

W10x124'

W10x12 W10x12 W10x124'

W10x12 W10x12 W10x124'

B5

SF502

TYP.

SF506

C1

A1

SF501

E.O.S.

14' - 9 1/4" *

E .O

.S

7"

0"

E .O

.S

5'

/4

* E.O.S.

12' - 2 7/8" *

E.O.S.

15' - 1 1/2" *

E .O

.S

1'

/8

E .O

.S

7'

/4

E.O.S.

4' - 3 3/4" *

/2

E.O.S.

7" *

4'

8'

/2

E .O

.S

1'

E.O.S.

9' - 5 3/4" *

KICKER FROM BOTTOM

FLANGE OF W30 TO BOT

FLANGE OF W16

A2

SF506

SIM

KICKER FROM BOTTOM

FLANGE OF W33 TO BOT

FLANGE OF W14

A2

SF506

SIM

E .O

.S

2'

/4

11' - 7 1/4" *

EQ EQ

C1

SF502

E.O.S.

3 1/2" *

17' - 9 1/2" *

9'

/4

10' - 3"

E.O.S.

1' - 1" *

4' - 8" 7' - 5 1/2" 7' - 5 1/2"

5'

E.O.S.

1' - 3 5/8" *

E .O

.S

1'

5' - 1 1/2" *

PLAN NOTES:

1. FOR STRUCTURAL GENERAL NOTES - SEE SHEET S-001

2. TOP OF STEEL EL. = 99'-6 1/2"

UNLESS NOTED THUS: (-1")

3. INDICATES MOMENT CONNECTION

4. INDICATES 2", 20 GA. FLOOR DECK WITH

3 1/2" NW CONCRETE (5 1/2" TOTAL)

5. FOR STEEL COLUMN SCHEDULE - SEE SHEET SF601

6. W14x22 (20) 1 1/4"

(20) INDICATES NUMBER OF 3/4" DIA. HEADED STUDS

SPACED EQUALLY ALONG BEAM

1 1/4" INDICATES CAMBER

7. "E.O.S." INDICATES EDGE OF SLAB DIMENSION

8. "E.O.D." INDICATES EDGE OF DECK DIMENSION

9. * INDICATES DIMENSIONS TO BE COORDINATED WITH OTHER

DISCIPLINES. COORDINATE WITH CIVIL, MECHANICAL,

ELECTRICAL, AND ARCHITECTURAL DRAWINGS AND

EQUIPMENT SUPPLIED FOR OPENING SIZES AND LOCATIONS

AND SUPPORT LOCATIONS.

10. "FPL" INDICATES BEAM DESIGNED FOR FUTURE PATIENT LIFTS

(1000# MAX PATIENT LOAD)

NTRUE

NORTH

KEY PLAN

REVISIONS

FILE LOG

ACTIVITY

Draw

Design

Manager

Check

STAMP

© LEO A DALY Company 2016

Project No.

BY

A B

A

B

C

D

E

1 2 3 4 5 6

P L A N N I N G

A R C H I T E C T U R E

E N G I N E E R I N G

I N T E R I O R S

EST. 1915

C

D

/2

/2

:3

:0

A

M C

U s e rs

\m a to m c a k \D o c u m e n ts

\A u to d e s k \R e v it

P ro je c ts

\V A

C D

C -S tr u c tu ra l_ m a to m c a k .r v t

4101 Woolworth Ave, Omaha, NE 68105

OMAHA VA MEDICAL

CENTER

LEVEL 1 FRAMING PLAN - AREA B

SF101-B

VETERANS

AMBULATORY CARE

CENTER

001-10149-000

3/20/2018

BAS

MAT

RBC/JKZ

JSM

CONTRACT DOCUMENT

SUBMITTAL

8600 Indian Hills Drive Omaha, NE 68114-4039 Tel 402.391.8111 Fax 402.391.8564

SCALE: 1/8" = 1'-0"

FRAMING PLAN LEVEL 1 - AREA B

4'

SCALE : 1/8" = 1'-0"

J

K

L

M

S

N

Q

R

RA

RB

RC

RD

RE

RF

2.5

R1

5" SLAB-ON-GRADE

EL. = 100'-0"

/4

/2

/2

27' - 1 3/4" 8' - 10 1/4"

17' - 0"

W30x124 W30x124

2.6

E.O.S.

6" * TYP.

9' - 1 1/4" *

J.5

3'

P

W x2

(1 2)

W x2

(1 0)

W x2

(1 0)

W x2

(1 0)

W x2

(1 0)

W x2

(2 0)

W27x146W27x146

E .O

.S

2'

E .O

.S

/4

Q.8

0.8

0.3 0.4

R.9

0.1

R.6

0.5

EXIST. SLAB-ON-GRADE

EL.=100'-0" (V.I.F.)

EXIST. CONC. OVER METAL

DECK EL.=100'-0" (V.I.F.)

W14x22 W16x31

W x4

EXIST. EXIST.

E X

IS

T

W x2

E X

IS

T

EXIST. CONC. ENCASED

WF BEAMS

EXIST. 12"

CONC. WALL

EXIST. CONC. JOIST

AND SLAB

EL.=100'-0" (V.I.F.)

EXIST. CONC. ENCASED

WF BEAMS

FACE OF

BUILDING

EXISTING CONC. SLAB

OVER CONC. AND STEEL

FRAMING

EL. = 100'-0" (V.I.F.)

REFER TO SHEET

SB101-C FOR

FOUNDATION

W10x12W10x12W10x12W10x12W10x12

5'

E.O.S.

1' - 8 1/2" *

E.O.S.

1' - 2 1/2"B1

SF506

B1

SF506

E .O

.S

1'

1"

2" E

.J

6' - 2 3/8" *

1' - 2 7/8" *

E .O

.S

1'

PLAN NOTES:

1. FOR STRUCTURAL GENERAL NOTES - SEE SHEET S-001

2. TOP OF STEEL EL. = 99'-6 1/2"

UNLESS NOTED THUS: (-1")

3. INDICATES MOMENT CONNECTION

4. INDICATES 2", 20 GA. FLOOR DECK WITH

3 1/2" NW CONCRETE (5 1/2" TOTAL)

5. FOR STEEL COLUMN SCHEDULE - SEE SHEET SF601

6. W14x22 (20) 1 1/4"

(20) INDICATES NUMBER OF 3/4" DIA. HEADED STUDS

SPACED EQUALLY ALONG BEAM

1 1/4" INDICATES CAMBER

7. "E.O.S." INDICATES EDGE OF SLAB DIMENSION

8. "E.O.D." INDICATES EDGE OF DECK DIMENSION

9. * INDICATES DIMENSIONS TO BE COORDINATED WITH OTHER

DISCIPLINES. COORDINATE WITH CIVIL, MECHANICAL,

ELECTRICAL, AND ARCHITECTURAL DRAWINGS AND

EQUIPMENT SUPPLIED FOR OPENING SIZES AND LOCATIONS

AND SUPPORT LOCATIONS.

10. "FPL" INDICATES BEAM DESIGNED FOR FUTURE PATIENT LIFTS

(1000# MAX PATIENT LOAD)

NTRUE

NORTH

KEY PLAN

REVISIONS

FILE LOG

ACTIVITY

Draw

Design

Manager

Check

STAMP

© LEO A DALY Company 2016

Project No.

BY

A B

A

B

C

D

E

1 2 3 4 5 6

P L A N N I N G

A R C H I T E C T U R E

E N G I N E E R I N G

I N T E R I O R S

EST. 1915

C

D

/2

/2

:3

:0

A

M C

U s e rs

\m a to m c a k \D o c u m e n ts

\A u to d e s k \R e v it

P ro je c ts

\V A

C D

C -S tr u c tu ra l_ m a to m c a k .r v t

4101 Woolworth Ave, Omaha, NE 68105

OMAHA VA MEDICAL

CENTER

LEVEL 1 FRAMING PLAN - AREA C

SF101-C

VETERANS

AMBULATORY CARE

CENTER

001-10149-000

3/20/2018

BAS

MAT

RBC/JKZ/KEF

JSM

CONTRACT DOCUMENT

SUBMITTAL

8600 Indian Hills Drive Omaha, NE 68114-4039 Tel 402.391.8111 Fax 402.391.8564

SCALE: 1/8" = 1'-0"

FRAMING PLAN LEVEL 1 - AREA C

4'

SCALE : 1/8" = 1'-0"

2 3 71

B

A

OPEN TO

BELOW

3.52.4

26' - 0" 31' - 9 1/4"

9' - 0"

MATCH LINE

SEE SB101-D

W30x124

H S

S x1 0x

5/

H S

S x1 0x

5/

2.6

5' - 9"

3'

1/ 2"

H S

S x1 0x

5/

H S

S x1 0x

5/

HSS10x10x5/8

3.3

10' - 3" 11' - 6 1/4"

VESTIBULE

FRAMING

FACE OF

BUILDING

3.7 4.8 5.9

A.1

21' - 2" 21' - 2" 21' - 2" 21' - 2"4' - 8"

D1

SF505

C1

SF505

6.8

A.8

1'

/8

3'

/8

BUILT UP GIRDER

(TYPICAL AT COL. LINES)

H S

S 6x

2x 3/

H

S S

6x 2x

3/

H S

S 6x

2x 3/

H S

S 6x

2x 3/

H

S S

6x 2x

3/

HSS6x2x3/8

(TYPICAL)

6.1

B6

SF505

SF505

B2

1"Ø ROD

1"Ø ROD - SEE

1"Ø ROD - SEE

C1

SF505

SF505

B5

14' - 9" 14' - 9"

4' - 10 3/4"

1' - 2 1/4"

SF505

B1

SF505

B1

SF505

B1

SF505

B2

C1

SF505

A4

SF505

1. ALL MAIN CANOPY STEEL TO RECEIVE HIGH

PERFORMANCE COATINGS & AESS LEVEL 3 FINISH..

ARCH SURFACE SPAN

CANOPY

OUTLINE

CANOPY

OUTLINE

CANOPY

OUTLINE

CANOPY OUTLINE

1' - 0" *

1' - 0" *

1'

1' - 0" *

1'

1'

CJP (45 DEGREE MITER)

OF HSS INTERSECTION

TYP.

B2

SF506

HSS10x10 GIRTS

EXPOSED TO VIEW, TYP.

SF101-D

A4

PLAN NOTES:

1. FOR STRUCTURAL GENERAL NOTES - SEE SHEET S-001

2. TOP OF STEEL EL. = 99'-6 1/2"

UNLESS NOTED THUS: (-1")

3.