261 - SB103.pdf

A

A

D

D

12 12

4 4

G

3 3

7 7

8 8

10 10

9 9

11 11

C

C

FB EC.5

0.8

F.1

2' - 0"

1' - 4"

' - 4

' - 2

8' -

' - 0

2' - 4"

' - 7

1/ 2"

' - 5

' - 9 1/

2"

' - 1

2' -

7 9

/16

' - 0

' - 1 1 7

/16

1' - 8" 21' - 9" 8' - 10" 9' - 0" 6' - 11" 12' - 0" 2' - 6" 10"

11' - 4" 17' - 2"

F50 F50

F60 F50

F40

F50

F40F50F60

F60

F40 F40

F40

F70T

F80T

F40

F50F50F60F50

F60 F60 F40

F240/70F60

F50 F80T

2.5

2'x1' WALL FOOTING w/ 3#5 CONT, TYP

MN

2.6

3.9

H

2"

2"

CONTROL

JOINT, TYP

ISOLATION JOINT,

TYP

S305

S305

TYP @ PIER

TYP

46' - 10" 15' - 4" 14' - 0" 2' - 0"

1' - 8"

' - 6

8' -

' - 4

' - 7 1/

2"

' - 5

' - 9

1/ 2"

' - 1

2' -

7 9

/16

' - 0

' - 1 1 7

/16

' - 8

' - 0

1' - 4"

1' - 4"

1' - 4" 1' - 4"

8"

1' - 4"

' - 4

' - 0

' - 4

' - 8

2' - 4"

' - 2

' - 0 5/

8"

2' - 0"

14' - 6" 12' - 2"

1' - 4"

1' - 4"

2' - 0"

1' - 0"

1' - 4"

1' - 4"

1' - 4"

1' - 4"

1' - 4"

1' - 4"

16" CMU

16" CMU

1' - 0" 2' -

0"

6' - 10"

11.1 11.1

11.4 11.4

CRACK CONTROL

BARS, TYP

CRACK CONTROL

BARS, TYP

12" CMU,

TYP UNO

12" CMU,

TYP UNO

D.8

30' - 7" 15' - 11" 9' - 5 5/8"

MATCHLINE

SEE SF107

56' - 11 3/4"

4' - 0 1/2"

(-2' - 8")

(-2' - 6")(-2' - 6")(-2' - 6")

(-2' - 6")

(-2' - 6")

(-2' - 8")

(-2' - 6")

(-2' - 8")

(-2' - 8")

(-2' - 8")

(-2' - 8")

C/L A

MA

TC

HL

INE

SE

E S

B1

T

(-2' - 8")

(-2' - 8")

(-2' - 0")

(-2' - 0")

SB103

SB103

2 Sim

SIM

SIM

S310

S310

NOTES:

1. TOP OF FINISHED FLOOR ELEVATION EQUALS 26'-1¼". TOP OF SLAB EQUALS FINISHED

FLOOR UNLESS NOTED THUS: T/SLB = (±0'-0”).

2. ALL ELEVATIONS SHOWN ON PLAN ARE REFERENCED FROM FINISHED FLOOR ELEVATION.

(SEE 1/AS406 & 1/AS407 FOR SLOPES.)

3. THE SLAB-ON-GRADE SHALL BE 5” THICK CONCRETE REINFORCED WITH 6x6-W2.9xW2.9 WWR

PLACED ON A 4" LAYER OF SAND OVER A VAPOR BARRIER AND 4” DRAINAGE FILL.

4. FOR SIZE AND LOCATIONS OF SLAB OPENINGS, CURBS, DEPRESSIOINS, SLOPES, FLOOR

DRAINS, ETC. NOT SHOWN ON THIS DRAWING, SEE ARCHITECTURAL, MECHANICAL, ELECTRICAL

& PLUMBING DRAWINGS.

5. SHOWN THUS ON PLAN:

A. (-0'-0") INDICATES TOP OF FOOTING ELEVATION.

B. <-0'-0"> INDICATES TOP OF CONCRETE WALL / GRADE BEAM ELEVATION.

C. [-0'-0"]INDICATES TOP OF PIER ELEVATION.

6. TOP OF EXTERIOR FOOTINGS SHALL BE (-2'-0"), UNO.

TOP OF INTERIOR FOOTINGS SHALL BE (-8"), UNO.

TOP OF PIERS SHALL BE [-8"], UNO.

7. FOR PIER SCHEDULE SEE SHEET S703.

2.6

H

1' - 0" 1' - 7 5/8"

2' - 0"

1' -

5/8

2' - 7 5/8"

9 13/16" 9 13/16"

9 1 3/1

6" 9 1

3/1 6"

3' -

5/8

#5 DOWELS

w/STD HOOK, EA CELL

402.298.8260 - FAX 402.298.8290

PLATTSMOUTH, NEBRASKA 68048

12917 - 30TH AVENUE

COST ESTIMATING

410.323.0600 - FAX 410.377.2543

BALTIMORE, MARYLAND 21209

1416 CLARKVIEW ROAD, SUITE 500

MECHANICAL / ELECTRICAL CONSULTING ENGINEERING

CIVIL & STRUCTURAL ENGINEERING

10710 GILROY ROAD

HUNT VALLEY, MARYLAND 21031

443.589.2400 - FAX 443.589.2401

FIRE PROTECTION ENGINEERING

8815 CENTRE PARK DR., SUITE 200

COLUMBIA, MARYLAND 21045

410.750.2246 - FAX 410.750.2588

AUTOMATIC TRANSPORT ENGINEERING

182 THOMOS JOHNSON DR. SUITE 200

FREDERICK, MARYLAND 21702

301.662.8112 - FAX 301.662.8117

PLANTREE CONSULTANT

8055 CHORDON RD.

KIRTLAND, OHIO 44094

440.256.1880 - FAX 440.256.1881

CULTURAL RESOURSES CONSULTANT

535 NORTH CHURCH ST.

WEST CHESTER, PENNSYLVANIA 19380

610.436.9000 - FAX 610.436.8468

FULLY SPRINKLERED

FINAL CONSTRUCTION DOCUMENTS

VA FORM 08-6231

on e ei gh th in ch o ne fo ot th re e in ch es o ne fo ot on e an d on e ha lf in ch es o ne fo ot on e in ch o ne fo ot th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s in ch o ne fo ot on e qu ar te r i nc h on e fo ot

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Revisions: Date

CONSULTANTS:

LIVING CENTER

PERRY POINT VA MEDICAL CENTER

ARCHITECT/ENGINEERS: REPLACEMENT COMMUNITY 512-173

08/26/16

Office of Construction and Facilities Management

B

A

C

D

E

F

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

BUILDING COST CONSULTANTS

& ASSOCIATES, INC.

BURDETTE KOEHLER MURPHY

CENTURY ENGINEERING, INC.

KOFFEL ASSOCIATES, INC. ROBERT L. SEYMOUR ASSOCIATES I.D.E.A.S., INC.

JOHN MILNER ASSOCIATES, INC.

Department of Veterans Affairs

Bel Air, Maryland 21015-1436 fax 410.836.6611 2215 Conowingo Rd, Suite 101 410.803.2141

POLT DESIGN GROUP

www.polt-design.com

ENGINEERING

PLANNING

ARCHITECTURE

WP/ DW/ DK

HOUSE F FOUNDATION PLAN

SB103

1/8" = 1'-0"

FOUNDATION PLAN - BLDG F

C

KM

I

G

B E

H

KEY PLAN

A D

F

J L

N

FOOTING SCHEDULE (3KSF)

MARK LENGTH WIDTH

THICKNES

S

REINFORCEMENT

(BOT UNO) REMARKS

F30 3' - 0" 3' - 0" 12" 4#5 EW

F40 4' - 0" 4' - 0" 12" 6#5 EW

F50 5' - 0" 5' - 0" 12" 7#4 EW

F60 6' - 0" 6' - 0" 14" 7#5 EW

F70 7' - 0" 7' - 0" 17" 6#6 EW

F70T 7' - 0" 7' - 0" 17" 6#6 EW-B & 6#4 EW-T

F80T 8' - 0" 8' - 0" 19" 6#7 EW-B & 6#4 EW-T

F240/70 24' - 0" 7' - 0" 18" 11#6 LW-B, 6#5 LW-T +

29#6 SW-B, 29#4 SW-T

3/4" = 1'-0"2 ENLARGED DETAIL - OVERHANG PIER