About this file

This solicitation is for design-build site preparation and installation of a cart washer at the Orlando VA Medical Center in Orlando, Florida. Key details include the project number is 675-22-811 with a magnitude of construction between $500,000 to $1,000,000. NAICS code is 236220 for commercial and industrial building construction and service code is Y1PD for construction of waste treatment and storage facilities. The period of performance is 225 days from notice to proceed. Phase one proposals are due by the cutoff date specified in the solicitation for any requests for information or questions. No site visit will be conducted during phase one. The solicitation will be evaluated using a tradeoff basis and is a two phase design-build procurement per FAR 36.3.

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Text version

E E

F F

G G

F.4 F.4

E.4 E.4

H-SF5.150

TYP

427.5

27.5

E.5

2" TOPPING

40'-10"

6" TOPPING

H-SF5.154

C8x11.5

L6x3 1/2x5/16

(LLV), TYP

M

IN4"

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg.

CONSULTANTS: ARCHITECT/ENGINEERS:

OFFICE OF

FACILITIES

MANAGEMENT

o n e e ig h th i n c h o n e f o o t

B

A

C

D

E

F th re e i n c h e s o n e f o o t o n e a n d o n e h a lf i n c h e s o n e f o o t o n e i n c h o n e f o o t th re e q u a rt e rs i n c h o n e f o o t o n e h a lf i n c h o n e f o o t th re e e ig h th s i n c h o n e f o o t o n e q u a rt e r in c h o n e f o o t

VA FORM 08-6231, OCT 1978

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

A NEW HOSPITAL FOR

VAMC ORLANDO, FLORIDA

Orlando, Florida

673-950Professional Seals:

EB / RLF of 432204 JUNE, 2010

BUILDING IS FULLY SPRINKLERED

01 AND 02

HC

HOSPITAL / CLINIC

H-SF1.3FD6

LEVEL 3, AREA D, ZONE 6

N

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

4' 8' 24'16'

A1

C2

KEY PLAN

C1

D3

D4

E2

A2 A3

B1 B2

D2

D5 D6

E1 E3

D1

AREA D, ZONE 6

D7

CLINIC

HOSPITAL

P-W P-E

A4

E4

W

LEVEL 3 FLOOR FRAMING PLAN NOTES:

1. TYPICAL TOP OF SLAB ELEVATION AT LEVEL 3 = +41'-4". ALL

OTHER ELEVATIONS ON THIS PLAN ARE REFERENCED AS + OR -

FROM THIS TYPICAL TOP OF SLAB ELEVATION.

2. ALL TOPPING SLABS SHALL BE LIGHT WEIGHT CONCRETE.

3. SEE ARCHITECTURAL DRAWINGS FOR LOCATIONS AND DEPTHS

OF FLOOR SLAB DEPRESSIONS.

4. FOR ALL OTHER INFORMATION SHOWN ON PLAN REFER TO

PACKAGE 1C.

5. REFER TO MEP DRAWINGS TO DETERMINE NUMBER AND

LOCATION OF REQUIRED PIPE SLEEVES.

No. Description Date

1 CPR 191 12/08/11

File details come from the government source that posted it. Updated .