AMENDMENT 0011_21 DEC 21 - Drawings.pdf

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Attached to
F22 Consolidated Operations and Maintenance Hangar (COMH), Langley AFB
Solicitation number
W9123621R2003
Issued by

About this file

This document package includes drawings and specifications for a consolidated operations and maintenance hangar project at Langley Air Force Base, as well as the corresponding solicitation.

The drawings depict construction of a six-bay high-bay hangar facility to provide maintenance support for additional F-22A aircraft. The project scope includes compacted fill, reinforced concrete foundations and floor slab, a structural steel frame with CMU facade, standing seam metal roof, hangar bays, administration and support spaces totaling 150,000 square feet, utilities, site work, security features, and demolition of an existing 7,400 square meter facility. Design requirements include compliance with DoD facility criteria and sustainable/life-cycle cost principles. The solicitation seeks design-bid-build construction for a 700-day period with a 150-ton HVAC system. Responses are currently requested for evaluation Factors 1 and 2 only per the bifurcated solicitation approach. The contracting agency is the Department of the Army Corps of Engineers Norfolk District.

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Other files

File Type Posted
W9123621R2003_0016.pdf PDF
W9123621R2003_0015.pdf PDF
W9123621R2003_0014.pdf PDF
W9123621R2003_0013.pdf PDF
W9123621R2003_0012.pdf PDF
Attachment 8 - CLIN Schedule_REVISION 1 on 01.05.2022.pdf PDF
Amend 0011_23 09 23_Amended V2.pdf PDF
Amend 0011_07 61 14.00 20_Amended.pdf PDF
W9123621R2003_0011.pdf PDF
Attachment 16 - Construction Security Plan (CSP).pdf PDF
Attachment 17 - Installation Restoration Program (IRP) Background Chem Data.pdf PDF
COMH Amended Drawings_14 DEC 2021.pdf PDF
W9123621R2003_0010.pdf PDF
COMH Amended Specs_14 DEC 2021_Combined.pdf PDF
A.07.23 - Solicitation COMH W9123621R2003 0009.pdf PDF
W9123621R2003_0008.pdf PDF
COMH Tech Amendment 0007 - 01 57 13.00 22_Amended.pdf PDF
COMH Tech Amendment 0007 - AMENDMENT 19 NOV 21 - Drawings.pdf PDF
COMH Tech Amendment 0007 - 07 27 19.01_Amended.pdf PDF
A.07.24 SF30 - W9123621R2003 - 0007.pdf PDF
08 71 00_Amended 006.pdf PDF
W9123621R2003 Amendment 0006.pdf PDF
A.07.20 - Site Visit Sign-in Log - Dtd 20 Oct 2021_1Page.pdf PDF
A.07.24 SF30 - W9123621R2003 - 0005.pdf PDF
Attachment 12 - COMH_RTA_Design Drawings_Part 3 of 3_17MAR21.pdf PDF
Attachment 11 - COMH_RTA_Design Drawings_Part 2 of 3_17MAR21.pdf PDF
Attachment 13 - COMH_RTA_Specifications part 1 of 1_17MAR21.pdf PDF
Attachment 10 - COMH_RTA_Design Drawings_Part 1 of 3_17MAR21.pdf PDF
Attachment 15 - COMH - RTA SID_17MAR21.pdf PDF
Attachment 14 - COMH - RTA FFE_17MAR21.pdf PDF
A.07.24 SF30 - W9123621R2003 - 0004.pdf PDF
A.07.24 SF30 - W9123621R2003 - 0003.pdf PDF
A.07.24 SF30 - W9123621R2003 - 0002.pdf PDF
W9123621R2003 - 0001 - COMH.pdf PDF
Attachment 12 - COMH - Final Design Drawings Part 3 of 3.pdf PDF
Attachment 9 - Langley Environmental Management Special Conditions.pdf PDF
Attachment 8 - CLIN Schedule.pdf PDF
Attachment 3 - Past Performance Questionnaire.pdf PDF
Solicitation W9123621R2003 - COMH.pdf PDF
Attachment 7 - Small Business Participation Plan.pdf PDF
Attachment 13 - COMH Final Design Specifications Part 1 of 1.pdf PDF
Attachment 1 - Proposal Data Sheet.pdf PDF
Attachment 10 - COMH - Final Design Drawings Part 1 of 3.pdf PDF
Attachment 5 - Letter of Commitment Sample.pdf PDF
Attachment 6 - Small Business Subcontracting Record.pdf PDF
Attachment 4 - Telephone Interview Questionnaire (For Government Use Only).pdf PDF
Attachment 2 - Company Specialized Experience.pdf PDF
Attachment 11 - COMH - Final Design Drawings Part 2 of 3.pdf PDF
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13' - 4"

METAL SWING GATE

STEEL BOLLARD, REFER

A4/S-509 FOR CONNECTION

AND FOUNDATION DETAILS

E4

AS502

SCHEDULED WALL WITH

PRECAST CAP ABOVE

F4

AS502

EDGE OF PAVEMENT,

SEE CIVIL

S

LO

P E

BOLLARD , TYP.

CONC. FIELD STEEL POST,

REFER A4/S-509 FOR

DETAILS

DUMPSTER BY

OTHERS

(MIN 10'-0" CLEAR)

10' - 0"

CONCRETE COLUMN,

SEE STRUCTURAL FOR

MORE INFORMATION,

TYP.

8'

6" 1'

0"

F6

AS502 AS502

A4

B4

AS502

Sim

EQ.6' - 0"EQ.

COORDINATE WITH CIVIL

FOR APPROACH, GRADING

AND HORIZONTAL WORK

1'

6"

1' - 6"

CORED CANE BOLT E.S. TO BE

LOCATED IN FIELD FOR

UNOBSTRUCTED ACCESS

8" 1'

0"

B9

AS501

SIM

PRE-CAST

CONCRETE CAP

STEEL BOLLARD,

REFER A4/S-509 FOR

CONNECTION AND

FOUNDATION DETAILS

SOLDIER COURSING ABOVE

PRECAST W/ WEEPS

PRECAST WATER

TABLE

DRIP EACH SIDE

BRICK VENEER

METAL SWING GATE,

POWDER COATED (DARK

BROWN)

1' - 6" 1' - 6"

CANE BOLT WITH RECEIVER OR

MANUFACTURERS APPROVED

STANDARD TO SECURE GATE TO

SLAB IN OPEN AND CLOSED

POSITION

STEEL POST, REFER A4/S-509

FOR CONNECTION AND

FOUNDATION DETAILS

PRE-CAST

CONCRETE CAP

STEEL BOLLARD, REFER

A4/S-509 FOR CONNECTION

AND FOUNDATION DETAILS

SOLDIER COURSING

ABOVE PRECAST W/

WEEPS

PRECAST WATER

TABLE

DRIP EACH SIDE

BRICK VENEER

TYP.

1' - 6"

4" 1'

3"

5"

8" 5'

4"

1/

4"

EQ EQ

PRE-CAST

CONCRETE CAP

DRIP EACH EDGE

BRICK VENEER

SOLDIER COURSING

ABOVE PRECAST W/

WEEPS

PRECAST WATER

TABLE

EQEQ

PRE-CAST CONCRETE

CAP

STEEL BOLLARD, REFER A4/S-509

FOR CONNECTION AND

FOUNDATION DETAILS

DRIP EACH SIDE

CONC. FIELD STEEL POST,

SEE STRUCTURAL FOR

MORE INFORMATION

EXPOSED CMU, PAINTED

T .O

.M

8'

0"

DUMPSTER BY OTHERS

METAL SWING GATE, POWDER

COATED (DARK BROWN)

AS502

B4

FOOTING, REF. TO

STRUCTURAL DRAWINGS

FOR DETAILS

6" THICK SLAB ON GRADE,

SEE STRUCTURAL

PRECAST WATER TABLE

6" STEEL PIPE

CONCRETE FILLED,

PAINT, REFER A4/S-509

FOR CONNECTION AND

FOUNDATION DETAILS

HEAVY DUTY

CYLINDER HINGE

FRONT

ELEVATION

BACK

ELEVATION

1"X 4" CELLULAR PVC

TRIM SLATS

6" X 3" X 1/4" TOP STEEL

RAIL, PAINT

6" X 3" X 1/4"

INTERMEDIATE STEEL

RAIL, PAINT

6" X 3" X 1/4" BOTTOM

STEEL RAIL, PAINT

1"X 4" CELLULAR PVC

TRIM SLATS

PRECAST CONCRETE

CAP

DRIP EACH SIDE

EXTERIOR BRICK

OVER 2 3/8" AIRSPACE

DAMPPROOFED 8"

CMU

SOLDIER COURSING

ABOVE PRECAST W/

WEEPS

PRECAST CONCRETE

WATER TABLE, TYP.

CAREFULLY BACKFILL

W/ CONT DRAINAGE.

BELOW GRADE

ELASTOMERIC PAINT WHITE

INTERIOR SIDES (3)

8' -0

T

.O .M

FOOTING, REF. TO

STRUCTURAL DRAWINGS

FOR DETAILS

A-553

A6

DUMPSTER ENCLOSURE IS OUTSIDE OF THE UNOBSTRUCTED

SPACE, STANDOFF DISTANCE 33 FT MIN. FROM BUILDING AND

DOES NOT REQUIRE A SECURED SCREEN ENCLOSURE TOP PER

ATFP REQUIREMENTS.

STEEL BOLLARD, REFER A4/S-509

FOR CONNECTION AND

FOUNDATION DETAILS

EXTERIOR BRICK OVER

2 3/8" AIRSPACE

DAMPPROOFED 8" CMU

EXTERIOR BRICK WRAP

AROUND CMU

PRECAST CONCRETE

WATER TABLE WRAP

AROUND

EDGE OF CONCRETE

SLAB

7 5/8" 6 1/4"

5/

8"

CONCRETE COLUMN,

SEE STRUCTURAL FOR MORE

INFORMATION

BRK-1 MODULAR FACE BRICK

EXTERIOR FINISH SCHEDULE

MATERIALMARK COMMENTS

SS-1 STANDING SEAM ROOF

PC-X PRECAST ARCHITECTURAL CONCRETE

MB-1 MODIFIED BITUMINOUS ROOF

WF-1 ALUMINUM FRAMED ENTRANCES AND STOREFRONTS

G-1 GLAZING

HM-1 STEEL DOORS AND FRAMES

IMP-X FABRICATYED WALL PANEL ASSEMBLIES

SPECIFICATION

04 20 00 SMOOTH TEXTURE; COLOR AND TEXTURE SELECTIONS TO BE DETERMINED BY OWNER REPRESENTATIVE; LIGHT BEIGE MORTAR

07 61 14.00 20 MATTE; TEE-PANEL PROFILE

07 52 00 GRANULAR MEMBRANE SURFACING

03 45 00 VERY LIGHT TEXTURE - SMOOTH CASTING; COLOR SELECTIONS TO BE DETERMINED BY OWNER REPRESENTATIVE

08 41 13 MATTE; THERMALLY BROKEN FRAMES LOUVERS TO MATCH

08 11 13 HOT DIPPED ZINC COATED, FACTORY PRIMED FINISH

08 81 00 LOW-E; INSULATED, LAMINATED ENERGY EFFICIENT, DOUBLE PANE WITH MINIMUM REFLECTANCE

07 42 63 SEE A-201 BUILDING ELEVATIONS FOR FINISH AND TYPE; 22 GAUGE STEEL, INSULATED

BL-1 BOLLARDS / DUMPSTER ENCLOSURE GATES

RL-1 EXTERIOR RAILINGS

09 90 00 PAINTED SEMI-GLOSS FINISH

PAINTED SEMI-GLOSS FINISH

NOTE: COLORS IDENTIFIED IN INSTALLATION FACILITIES STANDARDS (LANGELY IFS, 1/31/2019) SHALL BE BASIS OF DESIGN HOWEVER, COLOR VARIES BY PROCURED MANUFACTURER AND MAY NOT SPECIFICALLY BE AVAILABLE. SUB CONTRACTOR SHALL PRICE CLOSEST COLOR MATCH REGARDLESS OF PREMIUMS. FINAL COLORS TO BE REVIEWED AND APPROVED BY CONTRACTING OFFICER.

05 52 00

LVR-X METAL WALL AND DOOR LOUVERS 08 91 00 PAINTED SEMI-GLOSS FINISH

TP-X 2-3/4" INSULATED TRANSLUCENT FIBERGLASS

SANDWICH PANELS SYSTEM

08 45 23 FRAMES TO MATCH PREDOMINANT WALL COLOR SELECTION AS CLOSE AS POSSIBLE, THERMALLY BROKEN

US Army Corps of Engineers ®

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SCALE: 1/4" = 1'-0"

E1

DUMPSTER ENCLOSURE

SCALE: 1/4" = 1'-0"

E4

DUMPSTER - SOUTH ELEVATION

SCALE: 1/4" = 1'-0"

B1

DUMPSTER EAST ELEVATION

SCALE: 1/4" = 1'-0"

A1

DUMPSTER NORTH ELEVATION

SCALE: = 1'-0"1 1/2"

01 1

N

NOTE: WEST ELEVATION O.H.

SCALE: 1/4" = 1'-0"

F4

DUMPSTER SECTION

SCALE: 1 1/2" = 1'-0"

F8

HINGE DETAIL

SCALE: = 1'-0"

0 1 21

1"

SCALE: = 1'-0"3/4"

0 1 2 31

SCALE: = 1'-0"

0 4 84

1/4"

SCALE: 1" = 1'-0"

F6

GATE DETAIL

SCALE: 1/2" = 1'-0"

B4

DUMPSTER WALL SECTION

SCALE: 1" = 1'-0"

A4

DUMPSTER ENCLOSURE DETAIL

A

M E

N D

M E

N T

D

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/2

/2

1ST FLOOR

100' - 5 1/2"

ADMIN ROOF

127' - 5 1/2"

2ND FLOOR

115' - 1 1/2"

HANGAR ROOF

135' - 5 1/2"

A1

A-301

12 91011 8 7 6 12345

ACCESSIBLE ENTRY

RAMP AND STAIRS

BRICK VENEER

PILASTER W/ SLOPED

PRE-CAST TOP

BRICK VENEER

OVER MASONRY,

TYPICAL

PRECAST

CONCRETE

DECORATIVE

CORNICE

METAL COPING TO

MATCH WALL COLOR

HOPPER STYLE OPENING FOR

APRON SUPPORT APPARATUS

(3) FALSE LOUVERS -

IMP-4, TYP.

MAN DOOR IN

HANGAR DOOR

(6) BAY BI-PARTING DOOR W/

DAYLIGHTING

TOWERS SERVE AS

DOOR POCKETS FOR

HANGAR DOORS

DECORATIVE

CORNICE

SCUPPER

COLLECTORS AND

DOWNSPOUTS

DECORATIVE PRE-CAST

HEADER ABOVE WINDOWS,

TYPICAL

OVERFLOW

SCUPPER(S)

IMP-1, TYP.

OVERFLOW SCUPPER

NON-PENETRATING

FALL PROTECTION

GUARDRAIL

STEEL BOLLARD, REFER

A4/S-509 FOR CONNECTION

AND FOUNDATION DETAILS

USE TALL PRECAST

WATERTABLE AROUND

HANGAR DOORS

USE TALL PRECAST

WATER TABLE AROUND

HANGAR DOORS

STANDARD WATER TABLE BASE

IMP-2, TYP.

IMP-3, TYP.

NOTE: FOR EXTERIOR SIGNAGE SEE SHEETS I131A THRU I131D, I-621 THRU I-633

LIGHT FIXTURE,

TYPICAL (4)

1ST FLOOR

100' - 5 1/2"

ADMIN ROOF

127' - 5 1/2"

2ND FLOOR

115' - 1 1/2"

HANGAR ROOF

135' - 5 1/2"

A1

A-301A5

A-301

129 10 118761 2 3 4 5

THERMALLY BROKEN

STOREFRONT SYSTEM

W/ VISION GLAZING

UNLESS NOTED

OTHERWISE

METAL COPING METAL PANELS WITH

FRAMING 24" O.C.

HOPPER STYLE OPENING FOR

APRON SUPPORT APPARATUS

(3) FALSE LOUVERS -

IMP-4, TYP.

MAN DOOR IN HANGAR

DOOR

(6) BAY BI-PARTING DOOR W/

DAYLIGHTING

TOWERS SERVE AS

DOOR POCKETS FOR

HANGAR DOORS

SCUPPER COLLECTOR AND

DOWNSPOUT

OVERFLOW SCUPPER

STUCCO FINISH, TYP.PRECAST PARAPET WALL

SPANDREL GLAZING STEEL BOLLARD, REFER A4/S-509 FOR CONNECTION

AND FOUNDATION DETAILS

USE TALL PRECAST WATER

TABLE AROUND HANGAR DOORS

STANDARD WATER TABLE

IMP-1, TYP.

IMP-3, TYP.

IMP-2, TYP.

NOTE: FOR EXTERIOR SIGNAGE SEE SHEETS I131A THRU I131D, I-621 THRU I-633

LIGHT FIXTURE,

TYPICAL (4)

STEEL BOLLARD, REFER A4/S-509

FOR CONNECTION AND

FOUNDATION DETAILS

LEGEND

ELEVATIONS & SECTIONS LEGEND & SHEET NOTES

BRICK VENEER

MASONRY BLOCK WALL (PAINTED)

GUTTER

GENERAL SHEET NOTES

INSULATED METAL PANEL

(VERTICALLY ORIENTED)

A. REFER EXTERIOR WALL SECTIONS AND ENLARGED ELEVATIONS FOR ADDITIONAL DETAILS.

B. PROVIDE RECTANGULAR DOWNSPOUTS. DOWNSPOUT SIZES INDICATED ON ROOF PLANS.

C. ALL ARCHITECTURAL SHEET METAL DETAILING SHALL COMPLY WITH SMACNA GUIDELINES FOR WATER

TIGHTNESS. ANY DISCREPANCY SHALL BE BROUGHT TO THE A/E IN WRITTEN FORM FOR CLARIFICATION

OF INTENT. DESIGN INTENT IS TO FOLLOW BEST PRACTICE.

D. PROVIDE FIXED POINT STANDING SEAM METAL ROOF SURFACE-ATTACHED FALL PROTECTION ROOF TOP

ANCHOR SYSTEM LOCATE FIXED POINTS AS SHOWN ON PLAN OR AS RECOMMENDED BY

MANUFACTURER.

E. ROOF AIR/VAPOR BARRIER SHALL BE EXTENDED AND OVERLAP W/ WALL AIR/VAPOR BARRIER.

F. SEAL AND RETURN SELF-ADHERED AIR AND VAPOR BARRIER AT ALL OPENINGS, TYPICAL.

G. ALL INSULATED METAL WALL PANELS (IMP) SHALL BE COLORED PER IFS OR CLOSEST APPROVED COLOR

BY CONTRACTING OFFICER. APPROVED EQUIVALENT MAY BE SELECTED FROM MANUFACTURERS

STANDARD COLOR PALETTE ONCE PROCUREMENT HAS BEEN COMPLETE.

H. FOR ADDITIONAL INFORMATION ON PRECAST, SEE ELEVATIONS A-230 THROUGH A-232.

I. FOR ADDITIONAL INFORMATION ON BRICK CONTROL JOINTS, SEE ELEVATIONS A-221 THROUGH A-223.

J. COORDINATE WITH STRUCTURAL DRAWINGS FOR CORRECT HEIGHTS FOR ALL ELEVATION ELEMENTS K. ALL PENETRATIONS OF THE BUILDING ENVELOPE WILL BE FILLED WITH LOW PRESSURE SELF-EXPANDING

FOAM SEALANT TO ELIMINATE FLANKING PATHWAYS FOR SOUND

L. LIGHT FIXTURES ABOVE DOOR TO BE CENTERED ON DOOR.

M. VERTICAL CONTROL JOINTS TO BE LOCATED AT THE MORTAR JOINT CLOSEST TO DIMENSION SHOWN.

N. REFER TO ELEVATIONS FOR EXTERIOR FINISH SCHEDULE.

SCUPPER COLLECTOR AND

DOWNSPOUTM, REFER ROOF

PLAN FOR SIZE AND LOCATION

STUCCO FINISH

INSULATED METAL PANEL

(HORIZONTALLY ORIENTED)

INSULATED METAL PANEL TYPES

TYPE WIDTH THICKNESS LENGTH ORIENTATION

IMP-1

REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS

36" 3" VERTICAL

IMP-2 36" 2" VERTICAL

IMP-3 24" 5" HORIZONTAL

IMP-4 24" 2.5" HORIZONTAL

18' - 0"

8' - 0"

BRK-1 MODULAR FACE BRICK

EXTERIOR FINISH SCHEDULE

MATERIALMARK COMMENTS

SS-1 STANDING SEAM ROOF

PC-X PRECAST ARCHITECTURAL CONCRETE

MB-1 MODIFIED BITUMINOUS ROOF

WF-1 ALUMINUM FRAMED ENTRANCES AND STOREFRONTS

G-1 GLAZING

HM-1 STEEL DOORS AND FRAMES

IMP-X FABRICATYED WALL PANEL ASSEMBLIES

SPECIFICATION

04 20 00 SMOOTH TEXTURE; COLOR AND TEXTURE SELECTIONS TO BE DETERMINED BY OWNER REPRESENTATIVE; LIGHT BEIGE MORTAR

07 61 14.00 20 MATTE; TEE-PANEL PROFILE

07 52 00 GRANULAR MEMBRANE SURFACING

03 45 00 VERY LIGHT TEXTURE - SMOOTH CASTING; COLOR SELECTIONS TO BE DETERMINED BY OWNER REPRESENTATIVE

08 41 13 MATTE; THERMALLY BROKEN FRAMES LOUVERS TO MATCH

08 11 13 HOT DIPPED ZINC COATED, FACTORY PRIMED FINISH

08 81 00 LOW-E; INSULATED, LAMINATED ENERGY EFFICIENT, DOUBLE PANE WITH MINIMUM REFLECTANCE

07 42 63 SEE A-201 BUILDING ELEVATIONS FOR FINISH AND TYPE; 22 GAUGE STEEL, INSULATED

BL-1 BOLLARDS / DUMPSTER ENCLOSURE GATES

RL-1 EXTERIOR RAILINGS

09 90 00 PAINTED SEMI-GLOSS FINISH

PAINTED SEMI-GLOSS FINISH

NOTE: COLORS IDENTIFIED IN INSTALLATION FACILITIES STANDARDS (LANGELY IFS, 1/31/2019) SHALL BE BASIS OF DESIGN HOWEVER, COLOR VARIES BY PROCURED MANUFACTURER AND MAY NOT SPECIFICALLY BE AVAILABLE. SUB CONTRACTOR SHALL PRICE CLOSEST COLOR MATCH REGARDLESS OF PREMIUMS. FINAL COLORS TO BE REVIEWED AND APPROVED BY CONTRACTING OFFICER.

05 52 00

LVR-X METAL WALL AND DOOR LOUVERS 08 91 00 PAINTED SEMI-GLOSS FINISH

TP-X 2-3/4" INSULATED TRANSLUCENT FIBERGLASS

SANDWICH PANELS SYSTEM

08 45 23 FRAMES TO MATCH PREDOMINANT WALL COLOR SELECTION AS CLOSE AS POSSIBLE, THERMALLY BROKEN

US Army Corps of Engineers ®

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SCALE: 1/16" = 1'-0"

D1

OVERALL EAST ELEVATION

SCALE: 1/16" = 1'-0"

A1

OVERALL WEST ELEVATION

SCALE: = 1'-0"

0 16 3216

1/16"

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Sheets
AS502 - ENLARGED DUMPSTER ENCLOSURE DETAILS
A-201 - BUILDING ELEVATIONS

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