W912QR20R0044_Plans-0003.pdf

PDF 4 MB Posted Aug 10, 2020

Attached to: Joint Base Andrews, MD Aeromedical Evacuation Squadron (AES) Admin Facility
Solicitation number: W912QR20R0044
Issued by: Department of the Army Corps of Engineers Engineering District Louisville

About this file

Written by GovTribe AI · Dec 27, 2023

This solicitation requests proposals for the construction of an Aeromedical Evacuation Squadron Training and Administration Facility at Joint Base Andrews in Maryland. Key details include the construction of a 17,567 square foot masonry and steel building for administrative functions, training rooms, classrooms, an auditorium and support spaces. Supporting site work includes utilities, paving, parking and landscaping. The contract value is estimated between $10-25 million. A design-bid-build project delivery method will be used. Proposals will be evaluated using a best value tradeoff process, considering technical evaluation and price. The contract duration is 540 calendar days from notice to proceed. The NAICS code is 236220 and no set-aside is specified. The solicitation is expected to be released on May 26, 2020 via SAM.gov and proposals will be due as specified therein. Registration in SAM is required to download the solicitation. The point of contact is identified for any questions.

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Other files

File	Type	Posted
W912QR20R0044-0005.pdf	PDF	Sep 18, 2020
W912QR20R0044-0004.pdf	PDF	Aug 17, 2020
W912QR20R0044_Specs-0003.pdf	PDF	Aug 10, 2020
W912QR20R0044_FFE-0003.pdf	PDF	Aug 10, 2020
W912QR20R0044_ AS-BUILTS FOR REF ONLY-0003.pdf	PDF	Aug 10, 2020
W912QR20R0044_Specs-0002.pdf	PDF	Jul 27, 2020
W912QR20R0044_Plans-0002.pdf	PDF	Jul 27, 2020
W912QR20R0044-0001.pdf	PDF	Jul 21, 2020
W912QR20R0044Specs_Vol2-0000.pdf	PDF	Jun 23, 2020
W912QR20R0044Plans-0000.pdf	PDF	Jun 23, 2020
W912QR20R0044Specs_Vol1-0000.pdf	PDF	Jun 23, 2020

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INV =261.67

PLAYGROUND AREA

LOUISIANA AVE.

P A

T R

K A

V E

STEAM PIT

ASSUMED

STEAM PIT

ASSUMED

INV = 247.22

INV = 247.32

INV = 247.50

INV = 259.23

INV = 261.83

5 INV = 267.91

INV = 268.18

INV = 269.56

INV = 270.79

INV = 271.14

INV = 271.96

INV = 271.97

INV = 272.18

INV = 272.19

INV = 272.79

INV = 272.80

INV = 272.97

INV = 273.11

INV = 273.12

INV = 273.28

INV = 273.42

INV = 273.43

S D

INV = 273.48

INV = 273.67

RIM EL = 273.73

8"FLOWLINE

INV = 273.97

INV = 274.57

INV = 274.74

POLE

WOOD

RIM EL = 275.46

PP#_

TYPE: GUM

SIZE: 12

INV = 276.50

TYPE: GUM

SIZE: 12

PP#_

RIM EL = 276.62

RIM EL = 276.79

INV = 277.00

RIM EL = 277.32

ID: DS1801

SQUARE GRATE

RIM EL = 278.03

RIM EL = 278.20

RIM EL = 278.63

RIM EL = 279.00

RIM EL = 279.49

LIGHT POLE

ALUMINUM

AIR CONDITIONER

BOTTOM= 262.58'

AIR CONDITIONER

FFE=281.47

TYPE: OAK

SIZE: 14"

= 277.63

RIM EL

RIM EL = 278.46

INVERT IN CENTER

E E

26.25'

23.33'

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SHEET ID

1 98765432

®of Engineers

US Army Corps

U .S

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GENERAL SHEET NOTES

LEGEND

ITEM REMOVAL AS NOTED

LINEAR REMOVAL AS NOTED

SHEET KEYNOTES

AREAS TO BE REMOVED AS NOTED

PAVEMENT TO BE REMOVED

CONSTRUCTION

SPECIFICATION SECTION 02 83 13.00 06 LEAD IN

LEAD IN CONSTRUCTION STANDARD 29 CFR1926.62. SEE

AND MUST BE HANDLED IN ACCORDANCE WITH THE OSHA

7. ALL PAINTED SURFACES ARE ASSUMED TO CONTAIN LEAD

SECTION 02 82 00 ASBESTOS REMEDIATION.

TO BE HANDLED IN ACCORDANCE WITH SPECIFICATION

6. ALL ASBESTOS CONTAINING MATERIALS (ACM) ARE REQUIRED

CAP VOID USING QUICK SETTING HYDRAULIC CEMENT.

5. WHERE PIPES ARE REMOVED FROM EXISTING MANHOLES,

31 00 00.00 06 EARTHWORK.

PLACED AND COMPACTED FILL PER SPECIFICATION

EDGE SHALL BE REMOVED AND REPLACED WITH PROPERLY

PLANNED BUILDING AND EXTENDING 5' BEYOND THE BUILDING

4. THE UPPER 5' OF EXISTING FILL DIRECTLY BELOW THE

CONSTRUCTION.

AND RELOCATION WILL BE COMPLETED BY OTHERS PRIOR TO

3. REQUIRED SANITARY SEWER AND WATER LINE DEMOLITION

AND CONSTRUCTION.

FOR DEMOLITION SHALL BE PROTECTED DURING DEMOLITION

2. EXISTING UTILITIES AND SITE STRUCTURES NOT IDENTIFIED

UTILITIES.

SHALL BE RESPONSIBLE TO VERIFY ALL EXISTING

1. PRIOR TO ANY AND ALL CONSTRUCTION, CONTRACTOR

23. POTENTIAL ABANDONED UTILITY; REMOVE AS ENCOUNTERED

DETAIL D8, SHEET CU501 FOR REMOVAL LIMITS

22. REMOVE PAVEMENT FOR DEMOLITION OF UTILITIES; SEE

DETAIL D8, SHEET CU501 FOR REMOVAL LIMITS

21. REMOVE PAVEMENT FOR NEW UTILITY INSTALLATION; SEE

20. REMOVE ABANDONED STEAM PIT; ASSUME 14' DEPTH

19. REMOVE ABANDONED STEAM PIT; ASSUME 5' DEPTH

18. PROTECT EXISTING FACILITY SIGN

17. CUT PIPE AT VALVE AND BURY IN PLACE

16. REMOVE GAS SERVICE LINE

15. PROTECT BURIED UTILITIES

14. REMOVE STORM PIPE

13. REMOVE CATCH BASIN

12. PROTECT MANHOLE

11. REMOVE ABANDONED STEAM MANHOLE

10. REMOVE GAS METER

9. REMOVE UTILITY POLE

8. REMOVE LIGHT POLE

7. REMOVE AIR CONDITIONER AND BRICK SCREEN WALL

6. REMOVE CURB AND GUTTER

5. REMOVE SIDEWALK TO SUBGRADE

4. REMOVE ASPHALT PAVEMENT SECTION TO SUBGRADE

3. REMOVE TREE; SEE SPECIFICATION SECTION 31 11 00

LOCATION TO PROVIDE A CLEAN TIE-IN.

2. SAWCUT EXISTING ASPHALT ALONG NEW ENTRANCE

ASSOCIATED FEATURES

1. REMOVE BUILDING, STAIRS, LOADING DOCK AND ALL

LRL_Screen.dscriptLRL_pdf.pltcfg3:18:28 PM 8/4/2020

...\Military\481544\CAD_BIM\CAD_BIM\03_Sheets\481544_CD101.dgn

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NORTH

PLAN

CD101

20' 40'0

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ARIMS: 200A Disposition: Maintain for 15yrs after construction

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®of Engineers

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CERTIFIED FINAL

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6" PIPE

TO SANITARY

SEWER

INCREASER

FINISHED

PAVEMENT

12" 12"

2'-0"x2'-0"

CONCRETE PAD

4" THICK

BUILDING WASTE

PVC PIPE

(2'-0" SECTION)

6" PVC

4" PVC

(1/16 BEND)

IRON BODY

FERRULE

WITH PVC

SCREW PLUG

PVC BRANCH

PIPE

MANHOLE

NTS

CLEANOUT DETAIL

NTS

MANHOLE CONNECTION

1 2 4 5 67893 10

NTS

UTILITY TRENCH

NOTES:

1. ALLOWS FOR CHANGE OF DIRECTION

AND CHANGE OF DEPTH AT CLEANOUT.

2. CLEANOUT LOCATED A MINIMUM OF 3'-0"

FROM THE BUILDING.

NTS

SERVICE LINE MANHOLE CONNECTION

PIPE CONNECTIONS TO BE SEALED

WITH NON-SHRINK GROUT TO MAKE

A WATERTIGHT CONNECTION

LRL_Screen.dscriptLRL_pdf.pltcfg3:18:43 PM 8/4/2020

...\Military\481544\CAD_BIM\CAD_BIM\03_Sheets\481544_CU501.dgn

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SEE PLAN

EOD

6" CFMF STUD WALL

BY CONTRACTOR

TYP

STEEL BEAM

SEE PLAN

CFMF ROOF TRUSS BY

CONTRACTOR

TRUSS SHOWN FOR

LAYOUT REFERENCE ONLY

STEEL ROOF

DECK SEE PLAN

SEE ARCH DWGS FOR

ROOF CONSTRUCTION

SEE ARCH DWGS FOR

WALL CONSTRUCTION

CONT BENT PLATE 4X4X1/4

W/ (2) TEK SCREWS @ EA

ROOF TRUSS

FULL DEPTH BLOCKING OR

BLOCKING TRUSS PER

TRUSS MFR WHERE

SHOWN ON PLANS

CFMF SOFFIT FRAMING

BY CONTRACTOR

SEE ARCH DWGS

CONNECTION PER

CFMF TRUSS

MANUFACTURER

T/ WALL

14'-0"

CFMF CONT VERT DEFL

TRACK PER CONTRACTOR

CFMF ROOF TRUSS BY

CONTRACTOR

TRUSS SHOWN FOR

LAYOUT REFERENCE ONLY

STEEL ROOF

DECK SEE

PLAN S-301

SEE ARCH DWGS FOR

ROOF CONSTRUCTION

STEEL BEAM

SEE PLAN S-301

SEE PLAN

EOD

CONT BENT PLATE 4X4X1/4

W/ (2) TEK SCREWS @ EA

ROOF TRUSS

CFMF SOFFIT FRAMING

BY CONTRACTOR

SEE ARCH DWGS

T/ WALL

14'-0"

CFMF ROOF TRUSS BY

CONTRACTOR

TRUSS SHOWN FOR

LAYOUT REFERENCE ONLY

STEEL ROOF

DECK SEE

PLAN S-301

SEE ARCH DWGS FOR

ROOF CONSTRUCTION

STEEL BEAM

SEE PLAN S-301

SEE PLAN

EOD

CONT BENT PLATE 4X4X1/4

W/ (2) TEK SCREWS @ EA

ROOF TRUSS

CFMF SOFFIT FRAMING

BY CONTRACTOR

SEE ARCH DWGS

T/ WALL

14'-0"

CONT BENT PLATE 4X4X1/4

W/ (2) TEK SCREWS @ EA

ROOF TRUSS

CFMF SOFFIT FRAMING

BY CONTRACTOR

SEE ARCH DWGS

CFMF ROOF TRUSS BY

CONTRACTOR

TRUSS SHOWN FOR

LAYOUT REFERENCE ONLY

STEEL ROOF

DECK SEE

PLAN S-301

SEE ARCH DWGS FOR

ROOF CONSTRUCTION

T/ WALL

14'-0"

STEEL BEAM

SEE PLAN S-301

SEE PLAN

EOD

REINF CMU WALLS

SEE PLAN FOR

THICKNESS AND REINF

CMU BOND BEAM

SEE TYP DETSEE ARCH DWGS FOR

WALL CONSTRUCTION

1" C

TYP

1/2" CLR

CONT BENT PLATE 4X4X1/4

W/ (2) TEK SCREWS @ EA

ROOF TRUSS

CFMF SOFFIT FRAMING

BY CONTRACTOR

SEE ARCH DWGS

CFMF ROOF TRUSS BY

CONTRACTOR

TRUSS SHOWN FOR

LAYOUT REFERENCE ONLY

STEEL ROOF

DECK SEE

PLAN S-301

SEE ARCH DWGS FOR

ROOF CONSTRUCTION

STEEL BEAM

SEE PLAN S-301

SEE ARCH DWGS FOR

WALL CONSTRUCTION

T/ WALL

14'-0"

SEE PLAN

EOD REINF CMU WALLS

SEE PLAN FOR

THICKNESS AND REINF

MIN VERT CLR BETWEEN

BEAM AND CMU WALL =

BEAM SPAN/240

1/2" CLR

US Army Corps of Engineers ®

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8/7/2020 4:44:47 PM

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S-531

AES

N S

O H

D . S

3/4" = 1'-0"1 SECTION

3/4" = 1'-0"2 SECTION @ CANOPY

3/4" = 1'-0"3 SECTION @ CANOPY

3/4" = 1'-0"5 SECTION @ CANOPY

K D

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3/4" = 1'-0"4 SECTION @ CANOPY

2Q R

_P la ns -0

MIN. 6" BATT INSULATION INSIDE 6" STEEL STUD R - 19

1/2" EXTERIOR WALL SHEATHING R - .56

GLASS-MATT GYPSUM

SELF-ADHERING IN WALL ON SHEATING (AIR/VAPOR BARRIER) N / A

2" RIGID INSULATION PANEL EXTERIOR WALL R - 10

EXTRUDED POLYSTYRENE (XPS) (R-5 / INCH)

AIR SPACE MINIMUM 1 7/8" (NOM. 2") N / A

MASONRY VENEER R - .92

7 5/8" x 3 5/8" x 2 1/4" MODULAR BRICK

WALL W/ MASONRY VENEER TOTAL R - 30.48

BUILDING ENVELOPE

MATERIAL DESCRIPTIONS ARE INDICATED ON ALL BUILDING WALL SECTIONS AND DETAILS. THIS DRAWING SHEET AND LEGEND PROVIDES BASIS OF DESIGN FOR MATERIAL R-VALUES, AIR/VAPOR BARRIER FOR THE BUILDING ENVELOPE.

COORDINATE THIS INFORMATION WITH ALL OTHER WALL SECTIONS AND SPECIFICATIONS.

EXTERIOR MASONRY VENEER WALL ASSEMBLY MIN. R-VALUES

ROOF ASSEMBLY MINIMUM R-VALUES

STANDING SEAM METAL ROOF N / A

SELF ADHERING WATER AND ICE GUARD OVER ENTIRE ROOF SURFACE N / A

7" VENTILATED NAILBASE: R - 32.90

> 1/2" O.S.B PLYWOOD ( TOP LAYER OF VENTED INSULATED NAIL BASE )

> 1" AIR SPACE

> 5 1/2" POLYISO INSULATION

SELF-ADHERING COMPOSITE ALUMIUNUM FOIL AIR / VAPOR BARRIER N / A

METAL DECK

MIN. ROOF TOTAL R-VALUE R - 32.90

AIR BARRIER MATERIALS

• VENTILATED INSULATED NAIL BASE OVER SELF-ADHERING FOIL BACKED AIR/VAPOR

BARRIER OVER METAL DECK

• SELF-ADHERING AIR/VAPOR BARRIER IN WALL ON SHEATHING

• CONCRETE FOUNDATION

• CONCRETE SLAB

FIRST FLOOR

T.O. WALL

14' - 0"

7" VENTILATED NAILBASE

BRICK VENEER, THREE ROWS

SOLDIER COURSE (X2)

BRICK VENEER (X1)

AIR SPACE

2" RIGID INSULATION

6" STEEL STUD

SOLDIER COURSE ABOVE

WINDOW, 1/2" OFFSET (X2)

PRECAST CONCRETE

WINDOW SILL WITH DRIP

EDGE (X3)

5' - 7"

4' - 0"

BLANKET INSULATION

ALUMINUM

WINDOW, FIXED,

TYP.(X8)

PREFINISHED

VENTED METAL

FASCIA (X7)

1 1/2" STEEL DECK,

COORDINATE WITH

STRUCTURAL

BRICK VENEER, TWO COURSE

ACCENT BAND, 1/2" OFFSET (X2)

STANDING SEAM

METAL ROOF (X6)SNOW GUARD (X6)

GLASS MAT GYPSUM

SHEATHING, 1/2"

STEEL ANGLE, COORDINATE

WITH STRUCT.

SPRAY POLYURETHANE FOAM

A-511

A-621

2" RIGID INSULATION

4" X 6" DOWNSPOUT (X5) TO

CAST IRON DOWNSPOUT BOOT

(X5)

A-511

STRUCTURAL STEEL TRUSSES,

COORDINATE WITH STRUCT.

1/2" ISOLATION

MATERIAL

CONCRETE FOUNDATION

WALL, COORDINATE

WITH STRUCTURAL

GROUT

CAVITY MORTAR MESH

THROUGH WALL

FLASHING

THROUGH WALL

FLASHING

STEEL BEAM,

COORDINATE WITH

STRUCT.

TUBE COLUMN,

COORDINATE WITH

STRUCT.

SCHEDULED CEILING

SELF-ADHERING

AIR/VAPOR BARRIER

SELF-ADHERING

AIR/VAPOR BARRIER

SELF-ADHERING

AIR/VAPOR BARRIER

CONCRETE SLAB,

COORDINATE WITH

STRUCTURAL

US Army Corps of Engineers ®

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3/4" = 1'-0"A-302

1 WALL SECTION #1

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2" RIGID INSULATION (R-10)

5/8" GYPSUM BOARD

THROUGH WALL FLASHING

WITH WEEP HOLES

AIR SPACE

3" 11 5/8"

OVERHEAD COILING DOOR

HOOD AND STEEL ANGLE DOOR

GUIDE FASTEN TO WALL

PER MANUF. RECOMMENDATIONS

OVERHEAD COILING DOOR

STEEL ANGLE DOOR

GUIDE FASTEN TO WALL

PER MANUF. RECOMMENDATIONS

MASONRY VENVEER

WITH WALL TIES @ 16" O.C

EXTEND TO STRUCTURE ABOVE AND

PROVIDE CONNECTION AS REQUIRED

6" BATT INSULATION

BUILT-UP LIGHT GAGE

MEMBER FOR HOUSING

CONNECTION

BUILT-UP LIGHT GAGE MEMBER FOR

HOUSING CONNECTION

1' - 2"

WEEP

VAPOR / AIR BARRIER

6" METAL STUD

@ 16" O.C.

3/8" STEEL PLATE

SECURED TO FRAMING

STEEL ANGLE, SEE

STRUCT. DWGS

L-BEAD

5/8" PLYWOOD FOR ENTIRE LENGTH OF

OVERHEAD COILING DOOR HOOD

STEEL PLATE

OVERHEAD COILING DOOR

STEEL ANGLE DOOR

GUIDE FASTEN TO WALL

PER MANUF. RECOMMENDATIONS

STEEL ANGLE, SEE

STRUCT.

2" RIGID INSULATION (R-10)

5/8" GYPSUM BOARD

AIR SPACE

3" 11 5/8"

MASONRY VENVEER

WITH WALL TIES @ 16" O.C

BUILT-UP JAMB STUD; EXTEND TO STRUCTURE ABOVE

AND PROVIDE CONNECTION AS REQUIRED

6" BATT INSULATION

6" METAL STUD @ 16" 0.C.

SEALANT

3/8" STEEL PLATE

SECURED TO FRAMING

MASONRY VENVEER

WITH WALL

TIES @ 16" O.C.,

BEYOND

OVERHEAD COILING DOOR

STEEL ANGLE DOOR

GUIDE FASTEN TO WALL

PER MANUF. RECOMMENDATIONS

STEEL ANGLE

FIRST FLOOR

CONCRETEFLOOR,

SEE STRUCT.

3" 11 5/8"

1/ 2"

SEALANT

US Army Corps of Engineers ®

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A-613

AES

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3" = 1'-0"10 HEAD - OVERHEAD COILING DOOR @ EXT. BRICK WALL

3" = 1'-0"11 JAMB - OVERHEAD COILING DOOR @ EXT. BRICK WALL

3" = 1'-0"12 SILL - OVERHEAD COILING DOOR @ EXT. BRICK WALL

K D

N D

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1 W

2Q R

_P la ns -0

IF401

CH8

W1R1

CH7

CH4

CH7

CH4

CH4 CH4

CH9 TYPICAL

WS1

CH5 CH5 CH5 CH5 CH5 CH5

WS1 WS1 WS1 WS1 WS1

WS1 WS1 WS1 WS1 WS1 WS1

W1 R1

CH7

CH7 CH7

CH7

CH6 CH6

CH6

D10D10 D10

CH5

R1 W1

W1 R1

W1 R1 W1

R1W1

CH3

CH1

CH1 CH1

CH1

CH1 CH1

CH1

CH1 CH1

CH1

CH2CH2

CH2 CH2 CH2

CH2 CH2

CH1

CH1 CH1

CH1

TL3

TL3 TL3

TL3

TL3T4

TL3

TL3TL3

TL3

TL3TL3

TL3

W1 R1

CH2CH2CH2CH2 CH2

CH2CH2CH2

CH1CH1

R1W1 R1 W1

CH5

CH1 R1

LF3LF3

T4 T4 T4

T4 T4

T4T4

WS7 WS7

LF5

W1R1

WS2

T3 T3

COMMANDER

OFFICE

CEM OFFICE

1st SGT

DO OFFICE

VESTIBULE

100A

CHIEF NURSE

OFFICE

ADMINISTRATIVE

OPEN OFFICES

AUDITORIUM

BREAK ROOM

MEN'S

RESTROOM

WOMEN'S

RESTROOM

MEN'S

LOCKERS

WOMEN'S

LOCKERS

MECHANICAL

AIR CREW

TRAINING

LACTATION

NEWCOMERS

ORIENTATION

RECYCLE

CONFERENCE

WSR10

D10CH7

CT1

GFGI PRINTER

CH1

GFGI PRINTER

LE1

LF5 GFGI PRINTER

T3T3 T3T3 T3T3

T3 T3T3 T3

T3 T3 T3 T3

CH3

CH2

W1 R1

CH1

T10

W1 1

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

D R

G C

O D

2 3 4 5 6 7 8 9 10

CERTIFIED FINAL

, P

O M

S Q

R O

A N

D A

D M

N D

S, M

E D

D R

. M

L U

G J

R . P

, K Y

M . B

AREA "A" AREA "B"

KEY PLAN

8/7/2020 7:43:04 AM

C:\Users\h2eddrah\Documents\481544_Revit2018_I_AES_h2eddrah.rvt

IF111

AES

R F

U R

R . H

O O

1/8" = 1'-0"1 FIRST FLOOR FURNITURE PLAN - AREA "A"

FURNITURE ROOM

CONTENTS LIST -AREA

"A" Type Mark Count

108 CONFERENCE

CH7 7

CH8 12

LE1 1

R1 1 T1 1 W1 1

109 AIR CREW

TRAINING

CH1 22

CH2 8

CT1 1

LF3 2

R1 4 T4 20 T5 1

TL3 20

W1 4

WS7 2

110 NEWCOMERS

ORIENTATION

CH1 8

CH2 8

R1 2 T4 8 T5 1

TL3 8

W1 2

121 MECHANICAL

CH1 1

T9 1

126 RECYCLE

S1 1

127 BREAK ROOM

CH4 12

T2 3 W2 1

128 AUDITORIUM

CH9 124

LE1 1

T3 16 T10 1

FURNITURE ROOM

CONTENTS LIST -AREA

"A" Type Mark Count

101 ADMINISTRATI

VE OPEN

OFFICE

CH1 2

CH5 16

R1 14 W1 14

WS1 12

WS2 2

WSR10 1

102 COMANDER

OFFICE

CH6 1

CH7 2

D8 1

LF5 1

R1 1 W1 1

103 CEM OFFICE

CH6 1

CH7 2

D10 1

LF5 1

R1 1 W1 1

104 1st SGT

CH6 1

CH7 2

D10 1

LF5 1

R1 1 W1 1

105 DO OFFICE

CH6 1

CH7 2

D10 1

LF5 1

R1 1 W1 1

106 OFFICE

CH5 1

CH7 1

D10 1

LF5 1

R1 1 W1 1

107 LACTATION

CH3 2

R1 1 T6 1 W1 1

K D

N D

D T

A U G

2Q R

_P la ns -0

WS7

LF3 LF3

R1 W1

CH1

WS7

CH1

W1 R1

TL3

T4 CH1

CH1

TL3

T4 CH1

CH1

T5CH2 CH2

CH2 CH2 CH2

CH1

CH1 TL3

TL3

TL3 CH1T4

TL3

T4 CH1

TL3

CH1

TL3

T4 CH1

TL3

CH1

CH1 TL3

TL3

T4CH1

LF3 LF3

T11T11

T11 T11 T11

T11

CH1

R1W1

R1 W1

CH1 CH1 CH1 CH1

R1 W1

CH1

R1W1

CH1

TL3

CH2

CH2 CH2 CH2

T5 T7

TL3

CH1

WS7

W1R1

WB1

TL3

CH1

CH1 HD1

CLINICAL/SAFETY/QUALITY

TRAINING

AER OIC

SUPPORT AND

READINESS

STANDARD

EVALUATIONS/TESTING

AERG

LOGISTICS

OPERATIONS

MED EQUIP

LAB &

STORAGE

VESTIBULE

OPS FLIGHTS

OFFICES

CT1

LF3 LF3

GFGI PRINTER

GFGI

PRINTER

IF401

CT1

T11T11

T11 T11 T11

T11

CH1 CH1 CH1 CH1

TL3TL3

T4 T4

CH1

TL3TL3

T4 T4

CH1

TL3

TL3 TL3 TL3 TL3

TL3TL3TL3TL3

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

D R

G C

O D

2 3 4 5 6 7 8 9 10

CERTIFIED FINAL

, P

O M

S Q

R O

A N

D A

D M

N D

S, M

E D

D R

. M

L U

G J

R . P

, K Y

M . B

AREA "A" AREA "B"

KEY PLAN

8/7/2020 7:43:39 AM

C:\Users\h2eddrah\Documents\481544_Revit2018_I_AES_h2eddrah.rvt

IF112

AES

R F

U R

R . H

O O

1/8" = 1'-0"1 FIRST FLOOR FURNITURE PLAN - AREA "B"

FURNITURE ROOM CONTENTS LIST

-AREA "B"

Type Mark Count

111 CLINICAL/SAFET

Y/QUALITY

TRAINING

CH1 22

CH2 8

CT1 1

LF3 2

R1 4 T4 20 T5 1

TL3 20

W1 4

WS7 2

112 OPS FLIGHTS

OFFICES

CH1 18

CT1 1

LF3 2

R1 4 T11 16

TL3 16

W1 4

WS7 2

113 MEDICAL EQUIP

& OPERATIONS

STORAGE

WB1 1

114 AERG LOGISTICS

CH1 4

HD1 1

R1 2 T4 3

TL3 3

W1 2

WS7 1

115 MEDICAL EQUIP

& OPERATIONS

STORAGE

T8 1

116 STANDARD

EVALUATIONS/T

ESTING

CH1 4

CH2 8

R1 1 T5 1 T7 4

TL3 4

W1 1

117 AER OIC

SUPPORT AND

READINESS

CH1 9

CT1 1

LF3 2

R1 2 T4 8

TL3 8

W1 2

WS7 1

CT1

K D

N D

D T

J U L

D T

A U G

2Q R

_P la ns -0

481544_CD101 - DEMOLITION PLAN

481544_CD101

481544_CU501 - UTILITY DETAILS

481544_CU501

481544_S-531 - FRAMING SECTIONS

Sheets

S-531 - FRAMING SECTIONS

481544_A-310 - WALL SECTIONS - BUILDING ENVELOPE

Sheets

A-310 - WALL SECTIONS - BUILDING ENVELOPE

481544_A-613 - DOOR DETAILS

Sheets

A-613 - DOOR DETAILS

481544_IF111 - FIRST FLOOR FURNITURE PLAN - AREA -A-

Sheets

IF111 - FIRST FLOOR FURNITURE PLAN - AREA "A"

IF112 - FIRST FLOOR FURNITURE PLAN - AREA "B"

481544_IF112 - FIRST FLOOR FURNITURE PLAN - AREA -B-

Sheets

IF111 - FIRST FLOOR FURNITURE PLAN - AREA "A"

IF112 - FIRST FLOOR FURNITURE PLAN - AREA "B"

File details come from the government source that posted it. Updated Aug 10, 2020.