285 - S304.pdf

Upper Level 26' - 1 1/4"

U.L. Green Roof 39' - 1 1/4"

U.L. Roof 40' - 7 1/4"

P

2' -

/16

3" EOS

4" SAND

4" GRAVEL

12" CMU

"H" FRAME, SEE

PLAN FOR

LOCATIONS AND

15/S309 FOR

ADDITIONAL INFO

STEEL BEAM,

SEE PLAN

FLOOR

SLAB

CONC SLAB

ON GRADE

8"

Upper Level 26' - 1 1/4"

P

12" CMU

CONC SLAB ON GRADE

STEEL COLUMN, SEE

SCHEDULE FOR SIZE

FOOTING, FOR SIZE SEE PLAN

& FOOTING SCHEDULE

8"

CONC PIER

U.L. Green Roof 39' - 1 1/4"

U.L. Roof 40' - 7 1/4"

LM

2' - 5 9/16"

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 WP STRUCT WP

STEEL BEAM, SEE

PLAN FOR SIZE

STEEL BEAM, SEE

PLAN FOR SIZE

STEEL BEAM, SEE

PLAN FOR SIZE

CFMF ROOF

TRUSSES

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

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

8' - 8"

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

6 5 /32

2' - 3 3/4"

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

6 1 /4"

3" EOS 4" EOS 3" EOS

ANGLE FRAMING

AROUND OPENING,

SEE PLAN FOR SIZE

"H" FRAME,

SEE 15/S309

BEAM EXTENSION,

SEE D/S404

BENT BEAM,

SEE PLAN

"H" FRAME,

SEE 15/S309

U.L. Green Roof 39' - 1 1/4"

U.L. Roof 40' - 7 1/4"

LM

12' - 3 27/32"3' - 7 5/32"1' - 7 1/2"

ARCH ROOF WP

ARCH ROOF WP

JOIST TOP CHORD

EXTENSION, SEE

E/S404

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' - 5 1/2"

1' - 5 3/4"

4' - 3 3/4"

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

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

6 5 /32

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

6 1 /4"

3" EOS

3"x6"x¼" BENT

PLATE (LLV),

CONT

BEAM EXTENSION,

SEE B/S404

"H" FRAME ,

SEE 15S309

U.L. Green Roof 39' - 1 1/4"

U.L. Roof 40' - 7 1/4"

11 3/8"

ARCH ROOF WP

JOIST TOP CHORD

EXTENSION, SEE

C/S404

3"x6"x¼" BENT

PLATE (LLV),

CONT

STRUCT WP

STEEL BEAM, SEE

PLAN FOR SIZE

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

4 1 /2"

9 5/8"

STRUCT WP

STEEL JOIST, SEE

PLAN FOR SIZE

U.L. Green Roof 39' - 1 1/4"

U.L. Roof 40' - 7 1/4"

6 5

ARCH ROOF WP

3"x6"x¼" BENT

PLATE (LLV),

CONT

STRUCT WP

STEEL BEAM, SEE

PLAN FOR SIZE

STRUCT WP

4' - 9 1/2"

4' - 7 3/4"

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

6 2 9/3

2"

3" EOS

BEAM EXTENSION,

SEE B/S404

U.L. Green Roof 39' - 1 1/4"

U.L. Roof 40' - 7 1/4"

2' - 5 1/2"

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

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

2' - 3 3/4"

4 1 5/3

2"

3" EOS

STEEL JOIST, SEE

PLAN FOR SIZE

U.L. Green Roof 39' - 1 1/4"

U.L. Roof 40' - 7 1/4"

P

ARCH ROOF WP

3"x6"x¼" BENT

PLATE (LLV),

CONT

STRUCT WP

STEEL BEAM, SEE

PLAN FOR SIZE

STRUCT WP

2' - 5 1/2"

2' - 3 3/4"

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

1' -

/32

3" EOS

STEEL BEAM, SEE

PLAN FOR SIZE

"H" FRAME,

SEE 15/S309

4 3

U.L. Low Ridge 51' - 5 5/16"

STRUCT WP

STRUCT WP

STRUCT WP

2' - 6" 6' - 4"

T/STEEL = (+12' - 1 9/16")

7/8

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

7"

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

6 9 /32

BENT BEAM,

SEE PLAN

STEEL BEAM,

SEE PLAN STEEL BEAM,

SEE PLAN

SEE A/S404 FOR CONNECTION INFO

U.L. Green Roof 39' - 1 1/4"

U.L. Roof 40' - 7 1/4"

11.111.4

4 5/8" EOS 4 5/8" EOS

9' - 2 5/8"

STEEL BEAM, SEE

PLAN FOR SIZE

STEEL BEAM, SEE

PLAN FOR SIZE

3' -

5/1 6"

2"

CL

R 1' - 6"

CONT BOND BEAM

w/ 2#4, TYP

8" CMU

WALL, TYP

#4@24

U.L. Green Roof 39' - 1 1/4"

U.L. Roof 40' - 7 1/4"

G

ARCH ROOF WP

3"x6"x¼" BENT

PLATE (LLV),

CONT

STRUCT WP

STEEL BEAM, SEE

PLAN FOR SIZESTRUCT WP

2' - 5 1/2"

2' - 3 3/4"

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

8 3 /32

BEAM EXTENSION,

SEE D/S404

OVERBUILD

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

UPPER LEVEL HOUSE SECTIONS

S304

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

3/8" = 1'-0"10 SECTION