260 - SB102.pdf

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12 12

4 4

G H

3 3

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7 7

8 8

10 10

9 9

11 11

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

11' - 4" 17' - 8" 11' - 4" 10" 2' - 6"

12' - 0" 6' - 11" 9' - 0" 8' - 10" 21' - 9" 9 7/8"

2' - 0"

1' - 4"

' - 6

8' -

' - 0

2' -

4"

' - 7 1/

2"

' - 5

' - 9

1/ 2"

' - 1

2' -

8 3 /8"

9' -

5/8

' - 2

3/ 4"

7' -

1/4

1' - 0"

JF NB EC.5 K L.5

0.8

F.1 H.9

F40

F40

F80T

F70T

F40

F40

F50F50

F50

F50

F50F60

F60

F60

2'x1' WALL FOOTING w/ 3

#5 CONT, TYP

F60

P18 CONCRETE PIER, TYP @

EXTERIOR COLUMNS

F40

F40

F80T

F70T

F40

F40

F50 F50

F60

F50

F50

F50 F60

F60

F60

2'x1' WALL FOOTING w/ 3

#5 CONT, TYP

F60

P18 CONCRETE PIER, TYP @

EXTERIOR COLUMNS

16"x16" MASONRY PIER, TYP w/ 4

#6 VERT & #3@8 TIES AT

WALKWAY COLUMNS

F50

F40

F50

F50

F40

F50

F40 F40

F40 F40

CONTROL

JOINT, TYP

ISOLATION JOINT,

TYP

CONTROL JOINT,

TYP

ISOLATION

JOINT, TYP

S304

S304

S304

Sim

S304

Sim

TYP @ PIER

TYP

1' - 0"

2' - 0"

1' - 4" 1' - 4"

1' - 4"

1' - 4"

' - 4

' - 0

' - 8

1' - 0"

7' -

1/4

' - 2

3/ 4"

9' -

5/8 " 8 3

/8" 2' -

"11

' - 1

' - 9

1/ 2"

' - 5

' - 7 1/

2"

' - 4

8' -

' - 6

1' - 8"

' - 4

' - 0

' - 4

' - 8

2' - 4"

' - 2

1' -

4"

8"

1' - 4"

2' - 0"

1' - 4"

14' - 6" 12' - 2"

1' - 0"

1' - 4"

1' - 4"

1' - 4"

1' - 4"

1' - 4"

1' - 4"

1' - 4"

1' - 4"

1' - 4"

1' - 4"

2' - 0"

1' - 0"

' - 8

' - 0

1' - 8"

8"

1' - 4"

2' - 0"

12' - 2" 14' - 6"

1' - 4"

1' - 4"

1' - 4"

2' - 0"

1' - 4"

1' - 4" 30' - 7" 15' - 11" 9' - 5 5/8" 2' - 0 3/8"

12' - 0" 12' - 0" 12' - 0" 12' - 0" 2' - 0 3/8"

9' - 5 5/8" 15' - 11" 30' - 7" 1' - 4"

1' - 4" 1' - 4"

2' - 0"

16" CMU

16" CMU

16" CMU

16" CMU

11.1 11.1

11.4 11.4

11.6 11.6

D.8 D.9 F.8 G.5 H.2 K.1 K.2

12" CMU,

TYP UNO 12" CMU,

TYP UNO

12" CMU,

TYP UNO

12" CMU,

TYP UNO

FOR CONTINUATION OF

FOOTINGS SEE SF104,

SF105 & SF106

FOR CONTINUATION OF

FOOTINGS SEE SF104,

SF105 & SF106

MATCHLINE

SEE SB104, SB105

& SB106

CRACK CONTROL

BARS, TYP

CRACK CONTROL

BARS, TYP

7' - 5 3/8" 13 13

1' - 4"

6 3 /4"

6 3 /4"

8 3/8"8 3/8"

46' - 10" 15' - 4" 14' - 0" 15' - 6 1/8" 13' - 5 7/8" 15' - 4" 45' - 11 7/8"

(-2' - 6")

(-2' - 6")

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

(-2' - 6")

(-2' - 8")

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

(-2' - 6")

(-2' - 6")

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

(-2' - 8")

(-2' - 8")

(-2' - 8") (-2' - 8")

(-2' - 8")

(-2' - 8")

(-2' - 8")

SLEEVE PIPE & FILL w/

CONC, SEE TYP DETAIL

F60 (-2' - 8")

SIM

SIM

S310

S310

SIM

S310

SIM

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, DEPRESSIONS, 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 S702.

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

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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

UPPER LEVEL HOUSE

FOUNDATION PLAN

SB102

1/8" = 1'-0"

FOUNDATION PLAN - BLDGS A, B, D & E

FOOTING SCHEDULE (3KSF)

MARK LENGTH WIDTH

THICKNES

S

REINFORCEMENT

(BOT UNO) REMARKS

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

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

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