AMENDMENT 0011_21 DEC 21 - Drawings.pdf
PDF 891 KB Posted
- Solicitation number
- W9123621R2003
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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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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BIM 360://3012011031_F22 CONSOLIDATED OPS MAINT HANGAR COMH/3012011031_COMH_A_R19.rvt
12/20/2021 4:22:26 PM
AS502
E N
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D U
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C L
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C O
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D O
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R A
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D M
A
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N A
N C
E H
A N
G A
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C O
M H
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
E C
/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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A-201
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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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