286 - S305.pdf

U.L. ROOF

40' - 7 1/4"

MECH ATTIC ROOF

39' - 1 1/4"

UPPER LEVEL

26' - 1 1/4"

A

3" EOS

4" SAND

4" GRAVEL

12" CMU

"H" FRAME, SEE

PLAN FOR LOCATION

AND 15/S309 FOR

ADDITIONAL INFO

STEEL BEAM,

SEE PLAN

FLOOR

SLAB

CONC SLAB

ON GRADE

2' -

/16

8"

UPPER LEVEL

26' - 1 1/4"

A

12" CMU

CONC SLAB ON GRADE

STEEL COLUMN, SEE

SCHEDULE FOR SIZE

FOOTING, FOR SIZE SEE PLAN

& FOOTING SCHEDULE

8"

U.L. ROOF

40' - 7 1/4"

MECH ATTIC ROOF

39' - 1 1/4"

D C

ARCH ROOF WP

3"x6"x¼" BENT

PLATE (LLV), CONT

STEEL BEAM, SEE

PLAN FOR SIZE

STRUCT WP

STRUCT WP

ARCH ROOF WP

STEEL BEAM, SEE

PLAN FOR SIZE

STRUCT WPSTRUCT WP

STEEL BEAM, SEE

PLAN FOR SIZE

STEEL BEAM, SEE

PLAN FOR SIZE

STEEL BEAM, SEE

PLAN FOR SIZE

CFMF ROOF

TRUSSES

1' - 7 3/8"3' - 7 5/32"12' - 3 27/32"

T/STEEL = (+10 1/8")

T/STEEL = (+9' - 11 7/32")

T/STEEL = (+8' - 10 5/8")

3" EOS3" EOS

2' - 3 3/4"

2 1/4" EOS

6 3 /16

8"

6 5 /32

8' - 8"

ANGLE FRAMING

AROUND OPENING,

SEE PLAN FOR SIZE

1' -

7/

8' -

7/1 6"

BENT BEAM, SEE

PLAN FOR SIZE

"H" FRAME,

SEE 15/S309

"H" FRAME,

SEE 15/S309

BEAM EXTENSION,

SEE D/S404

U.L. ROOF

40' - 7 1/4"

MECH ATTIC ROOF

39' - 1 1/4"

DC

ARCH ROOF WP

ARCH ROOF WP

3"x6"x¼" BENT

PLATE (LLV),

CONT

STEEL BEAM, SEE

PLAN FOR SIZE

STEEL JOIST, SEE

PLAN FOR SIZE

STEEL BEAM, SEE

PLAN FOR SIZE

STRUCT WP

STRUCT WP

STEEL BEAM, SEE

PLAN FOR SIZESTRUCT WP

STRUCT WP

STRUCT WP

4' - 3 3/4"

JOIST TOP CHORD

EXTENSION, SEE

E/S404

12' - 3 27/32"3' - 7 5/32"

3"x6"x¼" BENT

PLATE (LLV),

CONT

1' - 5 3/4"

3" EOS

T/STEEL = (+10 1/8")

6 5 /32

T/STEEL = (+9' - 11 7/32")8"

T/STEEL = (+7' - 4 5/8")

6 5 /32

BEAM EXTENSION,

SEE B/S404

U.L. ROOF

40' - 7 1/4"

MECH ATTIC ROOF

39' - 1 1/4"

ARCH ROOF WP

3"x6"x¼" BENT

PLATE (LLV),

CONT

STRUCT WP

STEEL BEAM, SEE

PLAN FOR SIZE

STRUCT WP

4' - 7 3/4"

T/STEEL = (+1' - 0")

3" EOS

6 2 9/3

2"

BEAM EXTENSION,

SEE B/S404

U.L. ROOF

40' - 7 1/4"

MECH ATTIC ROOF

39' - 1 1/4"

ARCH ROOF WP

JOIST TOP CHORD

EXTENSION, SEE

C/S4504

3"x6"x¼" BENT

PLATE (LLV),

CONT

STRUCT WP

STEEL BEAM, SEE

PLAN FOR SIZE

STRUCT WP

1' - 3 3/4"

T/STEEL = (+2 3/4")

4 1 /2"

STEEL JOIST, SEE

PLAN FOR SIZE

U.L. ROOF

40' - 7 1/4"

MECH ATTIC ROOF

39' - 1 1/4"

A

ARCH ROOF WP

3"x6"x¼" BENT

PLATE (LLV),

CONT

STRUCT WP

STEEL BEAM, SEE

PLAN FOR SIZE

STRUCT WP

2' - 5"

T/STEEL = (+2 3/4")

1' -

/32

U.L. ROOF

40' - 7 1/4"

MECH ATTIC ROOF

39' - 1 1/4"

3" EOS

ARCH ROOF WP

JOIST TOP CHORD

EXTENSION, SEE

C'S404

3"x6"x¼" BENT

PLATE (LLV),

CONT

STRUCT WP

STRUCT WP

STEEL BEAM, SEE

PLAN FOR SIZE

STEEL JOIST, SEE

PLAN FOR SIZE

2' - 3 3/4"

T/STEEL = (+2 3/4")

4 1 /2"

"H" FRAME,

SEE 15/S309

U.L. High Ridge 53' - 6 7/32"

4 3

STRUCT WP

STRUCT WP

STRUCT WP

7"

7/8

2' - 6" 6' - 4"

6 9 /32

T/STEEL = (+8' - 11 3/4")

T/STEEL = (+12' - 1 1/2")

T/STEEL = (+10' - 7 5/8")

BENT BEAM,

SEE PLAN

STEEL BEAM,

SEE PLAN

STEEL BEAM,

SEE PLAN

SEE A/S404 FOR CONNECTION INFO

U.L. ROOF

40' - 7 1/4"

MECH ATTIC ROOF

39' - 1 1/4"

D D.8 9' - 5 5/8"

3" EOS

STEEL BEAM, SEE

PLAN FOR SIZE

STEEL BEAM, SEE

PLAN FOR SIZE

ARCH ROOF WP

3"x6"x¼" BENT

PLATE (LLV),

CONT

STRUCT WP

STRUCT WP

1' - 0 1/4"

STEEL BEAM, SEE

PLAN FOR SIZE

T/STEEL = (+10 1/8")

6 3 /16

STEEL ROOF DECK

BEAM EXTENSION,

SEE B/S404

U.L. ROOF

40' - 7 1/4"

MECH ATTIC ROOF

39' - 1 1/4"

G

ARCH ROOF WP

3"x6"x¼" BENT

PLATE (LLV),

CONT

STRUCT WP

STEEL BEAM, SEE

PLAN FOR SIZE

STRUCT WP

2' - 2 1/2" 9

8 1 /16

T/STEEL = (+8 3/16")

BEAM EXTENSION,

SEE B/S404

OVERBUILD

STEEL BEAM

BEYOND, SEE

PLAN

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 SECTIONS

S305

1/2" = 1'-0"1 SECTION

1/2" = 1'-0"4 SECTION

1/2" = 1'-0"2 SECTION

1/2" = 1'-0"3 SECTION

1/2" = 1'-0"5 SECTION

1/2" = 1'-0"6 SECTION

1/2" = 1'-0"7 SECTION

1/2" = 1'-0"8 SECTION

1/2" = 1'-0"9 SECTION

1/2" = 1'-0"11 SECTION

1/2" = 1'-0"10 SECTION