Am_0004_Dwgs.pdf
PDF 1 MB Posted
- Attached to
- ADAL Fitness Center Schriever AFB, CO
- Solicitation number
- W9128F22R0053
About this file
This document provides details for a federal solicitation seeking design-build services for an ADAL Fitness Center project at Schriever Air Force Base, Colorado. The solicitation will close on May 12, 2022 and has an estimated construction cost between $25-100 million. The opportunity is open only to 8(a) small businesses. Offerors must ensure the applicable NAICS code is included in their active System for Award Management profile. A site visit will be outlined in the forthcoming solicitation. Questions regarding this opportunity must be submitted through the Bidder Inquiry system on ProjNet by the specified date. The U.S. Army Corps of Engineers District Office in Omaha is the issuing agency.
View the file
Other files
Show all 27
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
UP
GOVERNMENT - PROVIDED CONCEPTUAL DESIGN DRAWINGS DO NOT RELIEVE
THE OFFEROR OF THE REQUIREMENTS STATED IN THE RFP, INCLUDING BUT
NOT LIMITED TO, LIFE SAFETY, BUILDING CODES, UNIFIED FACILITIES CRITERIA
(UFC) AND ALL OTHER APPLICABLE CRITERIA.
ANY DIMENSIONAL CHANGES (GREATER THAN +/-6") TO THE PROPOSED
BUILDING FLOOR PLAN (TO INCLUDE WALLS, GLAZING, DOORS, ETC) MUST BE
IDENTIFIED TO, AND INDIVIDUALLY APPROVED BY THE GOVERNMENT.
1 2 3 4 5 6
A A
B B
C C
D D
E E
F F
GYMNASIUM
119A
STORAGE
ELECT./
COMM.
MECH.
FITNESS
ASSESSMENT
TESTING
STOR./
LAUNDRY
LOBBY
VEST.
DV
MEN
MEN
CORR.
DV
WOMEN
WOMEN
LOCKERS
WOMEN
SHOWERS
STOR./
LAUNDRY
MECH.
CORR.
S01
STAIR
STOR. 153
ELECT.
MECH.
GYMNASIUM
FITNESS
AREA
S03
STAIR
GYMNASIUM
STOR.
GROUP
EXERCISE
ROOM
RACQUETBALL
COURT
E01
ELEV.
LOBBY
MEN
SHOWERS
MECH.
MEN
LOCKERS
WOMEN
CONTROL
COUNTER
VEST.
S02
STAIR
1 2 3 4 5 6
A A
B B
C C
D D
E E
F F
AEROBIC
ROOM
RACQUETBALL
GENERAL
FITNESS
ROOM
GYMNASIUM
119A
STORAGE
CARDIOVASCULAR
ROOM
WEIGHT
ROOM
MECH. 106
MEN
WOMEN
LOBBY
GENERAL
OFFICE
MECHANICAL
ELECT./COMM.
STOR./LAUNDRY
MANAGER
OFFICE
PHASING NOTES
THIS SHEET SHOWS TWO PHASING PLANS: ONE ON THE EXISTING FLOOR PLAN
LAYOUT AND ONE ON THE NEW FLOOR PLAN LAYOUT. THE INTENT OF THESE
TWO DRAWINGS IS TO PROVIDE A GENERAL OVERVIEW OF THE CONSTRUCTION
PHASING NEEDED FOR THIS PROJECT IN ORDER TO MAINTAIN THE EXISTING
FITNESS CENTER AS A USEABLE FITNESS CENTER DURING ADDITION AND
RENOVATION WORK TO THE FACILITY.
THE CONTRACTOR SHALL DEVELOP THEIR OWN CONSTRUCTION PHASING PLAN
GIVEN THE FOLLOWING PARAMETERS:
- SEPARATE RESTROOM/SHOWER/LOCKER FACILITIES SHALL BE PROVIDED
FOR MEN AND WOMEN AT ALL TIMES DURING THE CONSTRUCTION. MINIMUM
QUANTITY FOR WOMEN: 3 WATER CLOSETS/3 SHOWERS/2 LAVATORIES/20
LOCKERS. MINIMUM QUANTITY FOR MEN: 4 WATER CLOSETS OR URINALS/4
SHOWERS/2 LAVATORIES/30 LOCKERS. THESE FACILITIES CAN BE IN THE
EXISTING FACILITY OR THE NEW FACILITY.
- MECHANICAL/PLUMBING/ELECTRICAL/FIRE ALARM/FIRE
SUPPRESSION/COMMUNICATION SYSTEMS SERVING AREAS IN THE EXISTING
BUILDING THAT ARE OCCUPIED BY THE GOVT. SHALL BE MAINTAINED
THROUGHOUT THE VARIOUS CONSTRUCTION PHASES.
- AS NOTED ON SHEET CD100, DEMOLITION OF B-122 CANNOT BEGIN UNTIL
PHASE 1 & 2 WORK IS COMPLETED AND OCCUPIED BY THE GOVT.
- DURING PHASE 2 WORK, THE GOVT. WILL NOT REQUIRE ACCESS TO ANY OF
THE PHASE 2 WORK AREA. DURING PHASE 2 WORK, ACCESS FOR GOVT.
USERS TO THE PHASE 3 AREA IS TO BE ONLY THROUGH THE EXISTING
SOUTH ENTRANCE.
- DURING PHASE 3 WORK, THE GOVT. WILL NOT REQUIRE ACCESS TO ANY OF
THE PHASE 3 WORK AREA.
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I D
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
-1
G-301
P H
A S
IN
G
P L A
N
A D
A L F
IT
N
E S
S C
E N
T E
R
F Y
O M
A H
A D
IS
T
R
IC
T S
T R
E E
T A
D D
R E
S S
C
IT
Y S
T A
T E
Z
IP
K E
N N
E T
H H
A H
N A
R C
H
IT
E C
T S
S
T
H S
T O
M A
H A
N
E
D e s ig n e r
A u th o r
C h e c k e r
A
P R
W F
-2 -R
-0
S H
P R
O J E
C T
D
IR
E C
T O
R Y
F
IL
E N
A M
E
F
IN
A L
R T
A S
U B
M
IT
T A
L
J U
L Y
S C
H R
IE
V
E R
A
IR
F O
R C
E B
A S
E C
O L O
R A
D O
P R
O J E
C T
N O
G
L E
N
-3
S H
G
-3 .D
W G
3/64" = 1'-0"
PHASING PLAN - NEW FLOOR PLAN
3/64" = 1'-0"
PHASING PLAN - EXISTING FLOOR PLAN
NO WORK
- USE AS TEMP. FITNESS
EQUIPMENT SPACE DURING
PHASES 2 & 3 WORK
NO WORK
- USE AS TEMP. FITNESS
EQUIPMENT SPACE DURING
PHASES 2 & 3 WORK
NN
0 8' 16' 32' 48'0 8' 16' 32' 48'
THIS ENTRANCE AND WALKWAY MUST BE OPEN AND USABLE
AT ALL TIMES DURING PHASES 1 AND 2 WORK
A
M E
N D
M E
N T
/2
/2
A
M E
N D
M E
N T
/0
/2
A A
B B
C C
D D
E E
F
F
3 3
GOVERNMENT - PROVIDED CONCEPTUAL DESIGN DRAWINGS DO NOT RELIEVE
THE OFFEROR OF THE REQUIREMENTS STATED IN THE RFP, INCLUDING BUT
NOT LIMITED TO, LIFE SAFETY, BUILDING CODES, UNIFIED FACILITIES CRITERIA
(UFC) AND ALL OTHER APPLICABLE CRITERIA.
ANY DIMENSIONAL CHANGES (GREATER THAN +/-6") TO THE PROPOSED
BUILDING FLOOR PLAN (TO INCLUDE WALLS, GLAZING, DOORS, ETC) MUST BE
IDENTIFIED TO, AND INDIVIDUALLY APPROVED BY THE GOVERNMENT.
DEMOLITION KEY NOTES
1 REMOVE AND SAVE SANDSTONE/CONCRETE PANELS AND
METAL BUILDING PANELS AT PORTION OF EXISTING BUILDING
TO BE COVERED WITH NEW BUILDING ADDITION. DISCUSS
DISPOSITION OF REMOVED MATERIALS WITH GOVERNMENT.
RETURN DESIRED ITEMS TO GOVERNMENT.
2 REMOVE QUARRY TILE FLOORING AND BASE IN THIS AREA.
3 REMOVE PORTIONS OF EXISTING PRECAST CONCRETE
BEARING WALLS IN THIS AREA AS REQUIRED TO
ACCOMMODATE NEW FLOOR PLAN LAYOUT SHOWN ON
NEW FLOOR PLAN SHEETS. PERFORM NON-DESTRUCTIVE
ELECTRONIC SCAN OF EXISTING WALL PANELS TO
DETERMINE EXISTING STEEL REINFORCING LOCATIONS PRIOR
TO SAWCUT/REMOVAL PROCESSES.
4 REMOVE GLASS WALL/DOOR/FRAME ASSEMBLY. REMOVE
STEEL TUBE/CHANNEL POSTS AND HEADER. REMOVE STUD
WALL SYSTEM ABOVE HEADER, FULL HEIGHT.
5 REMOVE METAL STUD/PLYWOOD MEZZANINE FLOOR SYSTEM
AT THIS 'X' AREA COMPLETE.
6 REMOVE CHILLER.
7 REMOVE WORKSTATIONS THIS ROOM.
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I D
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
-1
AD102
F
IR
S T
F L O
O R
D E
M O
L
IT
IO
N
P L A
N
A D
A L F
IT
N
E S
S C
E N
T E
R
F Y
O M
A H
A D
IS
T
R
IC
T S
T R
E E
T A
D D
R E
S S
C
IT
Y S
T A
T E
Z
IP
K E
N N
E T
H H
A H
N A
R C
H
IT
E C
T S
S
T
H S
T O
M A
H A
N
E
D e s ig n e r
A u th o r
C h e c k e r
A
P R
W F
-2 -R
-0
S H
P R
O J E
C T
D
IR
E C
T O
R Y
F
IL
E N
A M
E
F
IN
A L
R T
A S
U B
M
IT
T A
L
J U
L Y
S C
H R
IE
V
E R
A
IR
F O
R C
E B
A S
E C
O L O
R A
D O
P R
O J E
C T
N O
G
L E
N
-3
S H
A
D .D
W G
3/32" = 1'-0"
FIRST FLOOR DEMOLITION PLAN
ITEMS SHOWN BOLD OR
DASHED TO BE REMOVED
ITEMS SHOWN BOLD OR
DASHED TO BE REMOVED
N
0 4' 8' 16' 24'
A
B
KEY PLAN
A
M E
N D
M E
N T
/2
/2
A
M E
N D
M E
N T
/2
/2
A
M E
N D
M E
N T
/0
/2
GOVERNMENT WILL PERFORM EQUIPMENT MOVES
FROM GYMNASIUM AND OTHER SPACES AS NEEDED
FOR THE CONTRACTOR TO PERFORM THE WORK OF
THIS CONTRACT. COORDINATION WILL NEED TO
OCCUR BETWEEN CONTRACTOR AND GOVERNMENT
RE: ADVANCE NOTICE OF WHEN EQUIPMENT MOVES
WILL BE NEEDED.
NOTE:
1 2 3 4 5
A A
B B
C C
D D
E E
F
F
GYMNASIUM
119A
STORAGE
ELECT./
COMM.
MECH.
FITNESS
ASSESSMENT
TESTING
OFFICE
STOR./
LAUNDRY
118A
TOILET
STOR.
LOBBY
CORR.
DV
MEN
VEST.
MEN
MEN
SHOWERS
MECH.
MEN
LOCKERS
DV
WOMEN
ELECT.
CORR.
JAN.
WOMEN
WOMEN
LOCKERS
WOMEN
SHOWERS
MECH.
STOR./
LAUNDRY
CORR.
A-200
1 / A-1021 / A-102
AHU-1
AHU-3
SERVICE
LIFT
P.
10 TYP.
10 TYP.
10 TYP.
10 TYP.
ACCESSIBLE
LOCKERS
ACCESSIBLE
LOCKERS
ACCESSIBLE
LOCKERS
W.
W.
D.
ICE
GOVERNMENT - PROVIDED CONCEPTUAL DESIGN DRAWINGS DO NOT RELIEVE
THE OFFEROR OF THE REQUIREMENTS STATED IN THE RFP, INCLUDING BUT
NOT LIMITED TO, LIFE SAFETY, BUILDING CODES, UNIFIED FACILITIES CRITERIA
(UFC) AND ALL OTHER APPLICABLE CRITERIA.
ANY DIMENSIONAL CHANGES (GREATER THAN +/-6") TO THE PROPOSED
BUILDING FLOOR PLAN (TO INCLUDE WALLS, GLAZING, DOORS, ETC) MUST BE
IDENTIFIED TO, AND INDIVIDUALLY APPROVED BY THE GOVERNMENT.
ARCHITECTURAL KEY NOTES
1 ELEVATOR SHALL HAVE MIN. 4000 LB. CAPACITY WITH
MIN. 4'-0" W. x 8'-0" H. DOORS
2 WALL MONITOR BRACKET UNDER THIS CONTRACT;
MONITOR UNDER O&M BID OPTION
3 PROVIDE AUTOMATIC OPERATOR AT THIS PAIR OF DOORS
4 LOCKERS; SEE FFE PACKAGE
5 AED CABINET; AED UNDER FITNESS EQUIPMENT PACKAGE
6 ARCHITECTURAL CASEWORK; SOLID SURFACE COUNTERTOP
WITH PLASTIC-LAMINATE BASE CABINETS
7 42" HIGH STEEL PIPE GUARDRAIL ANGLED INWARD
5 DEGREES (TOWARDS OPEN GYM/FITNESS AREA)
8 ARCHITECTURAL CASEWORK; SOLID SURFACE COUNTERTOP
WITH PLASTIC-LAMINATE BASE AND UPPER CABINETS
9 BANK TRACK CORNERS MAX. OF 1" PER FOOT
10 LOCKERS AND BENCH; SEE FFE PACKAGE.
11 EXISTING LOUVER TO REMAIN. COVER INSIDE FACE WITH
GALV. SHEET METAL COVER PLATE AND MIN. 2" THICK
POLYISOCYANURATE RIGID INSULATION. PAINT EXTERIOR
LOUVER TO MATCH EXISTING METAL WALL PANELS.
12 42" HIGH CAST IN PLACE CONCRETE OR CMU WALL
13 PROVIDE MAGNETIC HOLD-OPEN DEVICES ON THESE DOORS
TIED INTO FIRE ALARM SYSTEM.
14 VERTICAL 42" HIGH STEEL PIPE GUARDRAIL
15 OPENING FROM 4'-0" TO 9'-0" A.F.F.
16 7'-0" HIGH CAST IN PLACE CONCRETE OR CMU WALL
17 REUSED EXISTING TOE BARS; OBTAIN FROM GOVERNMENT
AND INSTALL ONTO EXISTING CONCRETE FLOOR SLAB
18 MOTORIZED ROLL-UP DIVIDER CURTAIN
19 RETRACTABLE BASKETBALL NET/GOAL ASSEMBLY
(MOTORIZED)
20 RETRACTABLE BLEACHER ASSEMBLIES (MOTORIZED)
21 VOLLEYBALL POST SLEEVES AND COVER PLATES
22 SCOREBOARD
23 LADDER TO ROOF HATCH
24 STEEL TRELLIS FEATURE
25 36" H. 2-PIPE RAILING
26 ALL-GLASS WALL AND DOOR ASSEMBLY
27 EXISTING BUILDING NUMBER SIGN TO REMAIN.
28 NEW DOOR/FRAME ASSEMBLY TO BE INSTALLED IN EXISTING
EXTERIOR WALL. SAWCUT AND REMOVE EXISTING
PRECAST CONCRETE PANEL/METAL WALL PANEL SYSTEM AS
REQUIRED FOR NEW DOOR/FRAME ASSEMBLY. PROVIDE
STRUCTURAL ACCOMMODATIONS TO RE-SUPPORT PRECAST
CONCRETE PANEL SYSTEM AS REQUIRED.
29 REMOVE EXISTING VISION GLAZING AT THIS WINDOW.
REPLACE WITH SPANDREL GLASS.
30 PROVIDE MULTI-SLIDE FIXED DROP DOWN LADDER UP TO
EXISTING ROOF HATCH ABOVE. LADDER SHALL EXTEND
FROM 9'-0" A.F.F. TO EXISTING ROOF HATCH
APPROX. 23'-0" A.F.F.
31 SOLID SURFACE GROOMING COUNTER WITH MIRROR ABOVE
32 EXISTING RELOCATED CUSTOM SHELVING SHOWN DASHED
IN THIS ROOM
33 ARCHITECTURAL CASEWORK; SOLID SURFACE COUNTERTOP
WITH PLASTIC-LAMINATE BASE CABINETS AND 6 UNDER THE
COUNTER CUBBIES
34 SOLID SURFACE COUNTERTOP WITH KNEE SPACE BELOW
35 SCORER'S TABLE
36 NOT USED.
37 RELOCATED EXISTING BLOOD PRESSURE MACHINE
38 PROVIDE 6 MONITOR LOCATIONS THIS ROOM; LOCATIONS TO
BE DETERMINED. BRACKETS UNDER THIS CONTRACT;
MONITORS UNDER O&M BID OPTION
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I D
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
-1
A-101
F
IR
S T
F L O
O R
P L A
N
A R
E A
A
A D
A L F
IT
N
E S
S C
E N
T E
R
F Y
O M
A H
A D
IS
T
R
IC
T S
T R
E E
T A
D D
R E
S S
C
IT
Y S
T A
T E
Z
IP
K E
N N
E T
H H
A H
N A
R C
H
IT
E C
T S
S
T
H S
T O
M A
H A
N
E
D e s ig n e r
A u th o r
C h e c k e r
A
P R
W F
-2 -R
-0
S H
P R
O J E
C T
D
IR
E C
T O
R Y
F
IL
E N
A M
E
F
IN
A L
R T
A S
U B
M
IT
T A
L
J U
L Y
S C
H R
IE
V
E R
A
IR
F O
R C
E B
A S
E C
O L O
R A
D O
P R
O J E
C T
N O
G
L E
N
-3
S H
A
-1 .D
W G
3/32" = 1'-0"
FIRST FLOOR PLAN - AREA A
N
0 4' 8' 16' 24'
A
B
KEY PLAN
A
M E
N D
M E
N T
/2
/2
A
M E
N D
M E
N T
/2
/2
A
M E
N D
M E
N T
/0
/2
UP
1 2 3 4 5 6
F F
FITNESS
AREA
RACQUETBALL
COURT
E01
ELEV.
LOBBY
CONTROL
COUNTER
S01
STAIR
STOR.
ELECT.
TOILET
TOILET
TOILET
VEST.
VENDING
EDGE OF TRACK ABOVE
A-300
A-300
UP
S03
STAIR
GYMNASIUM
STOR.
GROUP
EXERCISE
ROOM
CORR.
GROUP
EXERCISE
ROOM
STOR.
GYMNASIUM
1 / A-101 1 / A-101
UP
MECH.
M U
S T
B E
0'
-0 " C
LE
A
R
MUST BE 20'-0" CLEAR
19 19
19 19
TACKWALL
FU
LL
-W
ID
TH
W
A
LL
M U
R A
L
CHILLER
TRANSFORMER
21 2121
JAN.
ELECT.
S02
STAIR
CORR.
CORR.
ELEV.
EQUIP.
A-300
A-300
A-300
A-300
A-300
A-300
GOVERNMENT - PROVIDED CONCEPTUAL DESIGN DRAWINGS DO NOT RELIEVE
THE OFFEROR OF THE REQUIREMENTS STATED IN THE RFP, INCLUDING BUT
NOT LIMITED TO, LIFE SAFETY, BUILDING CODES, UNIFIED FACILITIES CRITERIA
(UFC) AND ALL OTHER APPLICABLE CRITERIA.
ANY DIMENSIONAL CHANGES (GREATER THAN +/-6") TO THE PROPOSED
BUILDING FLOOR PLAN (TO INCLUDE WALLS, GLAZING, DOORS, ETC) MUST BE
IDENTIFIED TO, AND INDIVIDUALLY APPROVED BY THE GOVERNMENT.
ARCHITECTURAL KEY NOTES
1 ELEVATOR SHALL HAVE MIN. 4000 LB. CAPACITY WITH
MIN. 4'-0" W. x 8'-0" H. DOORS
2 WALL MONITOR BRACKET UNDER THIS CONTRACT;
MONITOR UNDER O&M BID OPTION
3 PROVIDE AUTOMATIC OPERATOR AT THIS PAIR OF DOORS
4 LOCKERS; SEE FFE PACKAGE
5 AED CABINET; AED UNDER FITNESS EQUIPMENT PACKAGE
6 ARCHITECTURAL CASEWORK; SOLID SURFACE COUNTERTOP
WITH PLASTIC-LAMINATE BASE CABINETS
7 42" HIGH STEEL PIPE GUARDRAIL ANGLED INWARD
5 DEGREES (TOWARDS OPEN GYM/FITNESS AREA)
8 ARCHITECTURAL CASEWORK; SOLID SURFACE COUNTERTOP
WITH PLASTIC-LAMINATE BASE AND UPPER CABINETS
9 BANK TRACK CORNERS MAX. OF 1" PER FOOT
10 LOCKERS AND BENCH; SEE FFE PACKAGE.
11 EXISTING LOUVER TO REMAIN. COVER INSIDE FACE WITH
GALV. SHEET METAL COVER PLATE AND MIN. 2" THICK
POLYISOCYANURATE RIGID INSULATION. PAINT EXTERIOR
LOUVER TO MATCH EXISTING METAL WALL PANELS.
12 42" HIGH CAST IN PLACE CONCRETE OR CMU WALL
13 PROVIDE MAGNETIC HOLD-OPEN DEVICES ON THESE DOORS
TIED INTO FIRE ALARM SYSTEM.
14 VERTICAL 42" HIGH STEEL PIPE GUARDRAIL
15 OPENING FROM 4'-0" TO 9'-0" A.F.F.
16 7'-0" HIGH CAST IN PLACE CONCRETE OR CMU WALL
17 REUSED EXISTING TOE BARS; OBTAIN FROM GOVERNMENT
AND INSTALL ONTO EXISTING CONCRETE FLOOR SLAB
18 MOTORIZED ROLL-UP DIVIDER CURTAIN
19 RETRACTABLE BASKETBALL NET/GOAL ASSEMBLY
(MOTORIZED)
20 RETRACTABLE BLEACHER ASSEMBLIES (MOTORIZED)
21 VOLLEYBALL POST SLEEVES AND COVER PLATES
22 SCOREBOARD
23 LADDER TO ROOF HATCH
24 STEEL TRELLIS FEATURE
25 36" H. 2-PIPE RAILING
26 ALL-GLASS WALL AND DOOR ASSEMBLY
27 EXISTING BUILDING NUMBER SIGN TO REMAIN.
28 NEW DOOR/FRAME ASSEMBLY TO BE INSTALLED IN EXISTING
EXTERIOR WALL. SAWCUT AND REMOVE EXISTING
PRECAST CONCRETE PANEL/METAL WALL PANEL SYSTEM AS
REQUIRED FOR NEW DOOR/FRAME ASSEMBLY. PROVIDE
STRUCTURAL ACCOMMODATIONS TO RE-SUPPORT PRECAST
CONCRETE PANEL SYSTEM AS REQUIRED.
29 REMOVE EXISTING VISION GLAZING AT THIS WINDOW.
REPLACE WITH SPANDREL GLASS.
30 PROVIDE MULTI-SLIDE FIXED DROP DOWN LADDER UP TO
EXISTING ROOF HATCH ABOVE. LADDER SHALL EXTEND
FROM 9'-0" A.F.F. TO EXISTING ROOF HATCH
APPROX. 23'-0" A.F.F.
31 SOLID SURFACE GROOMING COUNTER WITH MIRROR ABOVE
32 EXISTING RELOCATED CUSTOM SHELVING SHOWN DASHED
IN THIS ROOM
33 ARCHITECTURAL CASEWORK; SOLID SURFACE COUNTERTOP
WITH PLASTIC-LAMINATE BASE CABINETS AND 6 UNDER THE
COUNTER CUBBIES
34 SOLID SURFACE COUNTERTOP WITH KNEE SPACE BELOW
35 SCORER'S TABLE
36 NOT USED.
37 RELOCATED EXISTING BLOOD PRESSURE MACHINE
38 PROVIDE 6 MONITOR LOCATIONS THIS ROOM; LOCATIONS TO
BE DETERMINED. BRACKETS UNDER THIS CONTRACT;
MONITORS UNDER O&M BID OPTION
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I D
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
-1
A-102
F
IR
S T
F L O
O R
P L A
N
A R
E A
B
A D
A L F
IT
N
E S
S C
E N
T E
R
F Y
O M
A H
A D
IS
T
R
IC
T S
T R
E E
T A
D D
R E
S S
C
IT
Y S
T A
T E
Z
IP
K E
N N
E T
H H
A H
N A
R C
H
IT
E C
T S
S
T
H S
T O
M A
H A
N
E
D e s ig n e r
A u th o r
C h e c k e r
A
P R
W F
-2 -R
-0
S H
P R
O J E
C T
D
IR
E C
T O
R Y
F
IL
E N
A M
E
F
IN
A L
R T
A S
U B
M
IT
T A
L
J U
L Y
S C
H R
IE
V
E R
A
IR
F O
R C
E B
A S
E C
O L O
R A
D O
P R
O J E
C T
N O
G
L E
N
-3
S H
A
-1 .D
W G
3/32" = 1'-0"
FIRST FLOOR PLAN - AREA B
A
B
KEY PLAN
N
0 4' 8' 16' 24'
A
M E
N D
M E
N T
/2
/2
A
M E
N D
M E
N T
/2
/2
A
M E
N D
M E
N T
/0
/2
DN
F
F
E01
ELEV. 146
RACQUETBALL
COURT
S01
STAIR
AHU-6 AHU-5
UPPER FITNESS AREA
A-300
A-300
DN
S03
STAIR
DN
LID
19 19
19 19
AHU-4
INDOOR
TRACK
ELECT.
COMM.
CONFERENCE/
CLASSROOM
BREAK
SUPPORT
STAFF202
DIRECTOR
PROGRAM
MANAGER
CORR.
NURSING
TOILET
INDOOR TRACK
LOBBY
CORR.
S02
STAIR
GOVERNMENT - PROVIDED CONCEPTUAL DESIGN DRAWINGS DO NOT RELIEVE
THE OFFEROR OF THE REQUIREMENTS STATED IN THE RFP, INCLUDING BUT
NOT LIMITED TO, LIFE SAFETY, BUILDING CODES, UNIFIED FACILITIES CRITERIA
(UFC) AND ALL OTHER APPLICABLE CRITERIA.
ANY DIMENSIONAL CHANGES (GREATER THAN +/-6") TO THE PROPOSED
BUILDING FLOOR PLAN (TO INCLUDE WALLS, GLAZING, DOORS, ETC) MUST BE
IDENTIFIED TO, AND INDIVIDUALLY APPROVED BY THE GOVERNMENT.
ARCHITECTURAL KEY NOTES
1 ELEVATOR SHALL HAVE MIN. 4000 LB. CAPACITY WITH
MIN. 4'-0" W. x 8'-0" H. DOORS
2 WALL MONITOR BRACKET UNDER THIS CONTRACT;
MONITOR UNDER O&M BID OPTION
3 PROVIDE AUTOMATIC OPERATOR AT THIS PAIR OF DOORS
4 LOCKERS; SEE FFE PACKAGE
5 AED CABINET; AED UNDER FITNESS EQUIPMENT PACKAGE
6 ARCHITECTURAL CASEWORK; SOLID SURFACE COUNTERTOP
WITH PLASTIC-LAMINATE BASE CABINETS
7 42" HIGH STEEL PIPE GUARDRAIL ANGLED INWARD
5 DEGREES (TOWARDS OPEN GYM/FITNESS AREA)
8 ARCHITECTURAL CASEWORK; SOLID SURFACE COUNTERTOP
WITH PLASTIC-LAMINATE BASE AND UPPER CABINETS
9 BANK TRACK CORNERS MAX. OF 1" PER FOOT
10 LOCKERS AND BENCH; SEE FFE PACKAGE.
11 EXISTING LOUVER TO REMAIN. COVER INSIDE FACE WITH
GALV. SHEET METAL COVER PLATE AND MIN. 2" THICK
POLYISOCYANURATE RIGID INSULATION. PAINT EXTERIOR
LOUVER TO MATCH EXISTING METAL WALL PANELS.
12 42" HIGH CAST IN PLACE CONCRETE OR CMU WALL
13 PROVIDE MAGNETIC HOLD-OPEN DEVICES ON THESE DOORS
TIED INTO FIRE ALARM SYSTEM.
14 VERTICAL 42" HIGH STEEL PIPE GUARDRAIL
15 OPENING FROM 4'-0" TO 9'-0" A.F.F.
16 7'-0" HIGH CAST IN PLACE CONCRETE OR CMU WALL
17 REUSED EXISTING TOE BARS; OBTAIN FROM GOVERNMENT
AND INSTALL ONTO EXISTING CONCRETE FLOOR SLAB
18 MOTORIZED ROLL-UP DIVIDER CURTAIN
19 RETRACTABLE BASKETBALL NET/GOAL ASSEMBLY
(MOTORIZED)
20 RETRACTABLE BLEACHER ASSEMBLIES (MOTORIZED)
21 VOLLEYBALL POST SLEEVES AND COVER PLATES
22 SCOREBOARD
23 LADDER TO ROOF HATCH
24 STEEL TRELLIS FEATURE
25 36" H. 2-PIPE RAILING
26 ALL-GLASS WALL AND DOOR ASSEMBLY
27 EXISTING BUILDING NUMBER SIGN TO REMAIN.
28 NEW DOOR/FRAME ASSEMBLY TO BE INSTALLED IN EXISTING
EXTERIOR WALL. SAWCUT AND REMOVE EXISTING
PRECAST CONCRETE PANEL/METAL WALL PANEL SYSTEM AS
REQUIRED FOR NEW DOOR/FRAME ASSEMBLY. PROVIDE
STRUCTURAL ACCOMMODATIONS TO RE-SUPPORT PRECAST
CONCRETE PANEL SYSTEM AS REQUIRED.
29 REMOVE EXISTING VISION GLAZING AT THIS WINDOW.
REPLACE WITH SPANDREL GLASS.
30 PROVIDE MULTI-SLIDE FIXED DROP DOWN LADDER UP TO
EXISTING ROOF HATCH ABOVE. LADDER SHALL EXTEND
FROM 9'-0" A.F.F. TO EXISTING ROOF HATCH
APPROX. 23'-0" A.F.F.
31 SOLID SURFACE GROOMING COUNTER WITH MIRROR ABOVE
32 EXISTING RELOCATED CUSTOM SHELVING SHOWN DASHED
IN THIS ROOM
33 ARCHITECTURAL CASEWORK; SOLID SURFACE COUNTERTOP
WITH PLASTIC-LAMINATE BASE CABINETS AND 6 UNDER THE
COUNTER CUBBIES
34 SOLID SURFACE COUNTERTOP WITH KNEE SPACE BELOW
35 SCORER'S TABLE
36 NOT USED.
37 RELOCATED EXISTING BLOOD PRESSURE MACHINE
38 PROVIDE 6 MONITOR LOCATIONS THIS ROOM; LOCATIONS TO
BE DETERMINED. BRACKETS UNDER THIS CONTRACT;
MONITORS UNDER O&M BID OPTION
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I D
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
-1
A-112
S E
C O
N D
F L O
O R
P L A
N
A R
E A
B
A D
A L F
IT
N
E S
S C
E N
T E
R
F Y
O M
A H
A D
IS
T
R
IC
T S
T R
E E
T A
D D
R E
S S
C
IT
Y S
T A
T E
Z
IP
K E
N N
E T
H H
A H
N A
R C
H
IT
E C
T S
S
T
H S
T O
M A
H A
N
E
D e s ig n e r
A u th o r
C h e c k e r
A
P R
W F
-2 -R
-0
S H
P R
O J E
C T
D
IR
E C
T O
R Y
F
IL
E N
A M
E
F
IN
A L
R T
A S
U B
M
IT
T A
L
J U
L Y
S C
H R
IE
V
E R
A
IR
F O
R C
E B
A S
E C
O L O
R A
D O
P R
O J E
C T
N O
G
L E
N
-3
S H
A
-1 .D
W G
3/32" = 1'-0"
SECOND FLOOR PLAN - AREA B
N
0 4' 8' 16' 24'
A
B
KEY PLAN
A
M E
N D
M E
N T
/2
/2
A
M E
N D
M E
N T
/2
/2
A
M E
N D
M E
N T
/0
/2
A A
B B
C C
D D
E E
F F
EXHAUST FAN
AHU
AHU
AHU
ROOF HATCH
EXHAUST FAN
EXHAUST FAN
RELIEF HOOD
INTAKE HOOD
RELIEF HOOD
INTAKE HOOD
EXISTING
EXHAUST FAN
EXISTING AHU
EXHAUST HOOD
EXHAUST HOOD
CU FOR ELEV MACHINE ROOM 145
CU FOR TELCOM ROOM 140
A-300
A-300
EXISTING ROOF HATCH
SCREEN WALL ON EXISTING ROOF
1 1
EXISTING RELIEF HOODEXISTING SCREEN WALL
GOVERNMENT - PROVIDED CONCEPTUAL DESIGN DRAWINGS DO NOT RELIEVE
THE OFFEROR OF THE REQUIREMENTS STATED IN THE RFP, INCLUDING BUT
NOT LIMITED TO, LIFE SAFETY, BUILDING CODES, UNIFIED FACILITIES CRITERIA
(UFC) AND ALL OTHER APPLICABLE CRITERIA.
ANY DIMENSIONAL CHANGES (GREATER THAN +/-6") TO THE PROPOSED
BUILDING FLOOR PLAN (TO INCLUDE WALLS, GLAZING, DOORS, ETC) MUST BE
IDENTIFIED TO, AND INDIVIDUALLY APPROVED BY THE GOVERNMENT.
ROOF KEY NOTES
1 EXISTING +/- 8-YEAR OLD EPDM MEMBRANE ROOF TO REMAIN;
PATCH AT PENETRATIONS REMOVED AS PART OF THIS
PROJECT TO PROVIDE A WATERTIGHT ROOF SYSTEM.
2 ROOF DRAINAGE IN THIS PORTION OF THE UPPER ROOF AREA
CAN BE DRAINED ONTO LOWER ROOF AREAS, PROVIDED
THAT LOWER ROOF AREA DRAINAGE SYSTEM IS PROPERLY
SIZED TO HANDLE THE FLOWS FROM THE UPPER ROOF AREA.
ROOF LEGEND
EXISTING BUILDING AREA WITH
EXISTING INTERNAL ROOF DRAIN
SYSTEM TO REMAIN
NEW BUILDING AREA TO BE
DRAINED THRU NEW INTERNAL
ROOF DRAIN SYSTEM
NEW BUILDING AREA TO BE
DRAINED THRU NEW EXTERNAL
SCUPPER AND DOWNSPOUT
SYSTEM
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I D
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
-1
A-120
R O
O F
P L A
N
A D
A L F
IT
N
E S
S C
E N
T E
R
F Y
O M
A H
A D
IS
T
R
IC
T S
T R
E E
T A
D D
R E
S S
C
IT
Y S
T A
T E
Z
IP
K E
N N
E T
H H
A H
N A
R C
H
IT
E C
T S
S
T
H S
T O
M A
H A
N
E
D e s ig n e r
A u th o r
C h e c k e r
A
P R
W F
-2 -R
-0
S H
P R
O J E
C T
D
IR
E C
T O
R Y
F
IL
E N
A M
E
F
IN
A L
R T
A S
U B
M
IT
T A
L
J U
L Y
S C
H R
IE
V
E R
A
IR
F O
R C
E B
A S
E C
O L O
R A
D O
P R
O J E
C T
N O
G
L E
N
-3
S H
A
-1 .D
W G
3/64" = 1'-0"
ROOF PLAN
N
0 8' 16' 32' 48'
A
M E
N D
M E
N T
/2
/2
A
M E
N D
M E
N T
/0
/2
| 04-SH54_G-301 |
| Sheets |
| G-301 - PHASING PLAN |
| 12-SH54_AD102 |
| Sheets |
| A-101 - FIRST FLOOR PLAN - AREA A |
| AD102 - FIRST FLOOR DEMOLITION PLAN |
| 14-SH54_A-101 |
| Sheets |
| A-101 - FIRST FLOOR PLAN - AREA A |
| A-102 - FIRST FLOOR PLAN - AREA B |
| A-112 - SECOND FLOOR PLAN - AREA B |
| 15-SH54_A-102 |
| Sheets |
| A-101 - FIRST FLOOR PLAN - AREA A |
| A-102 - FIRST FLOOR PLAN - AREA B |
| A-112 - SECOND FLOOR PLAN - AREA B |
| 16-SH54_A-112 |
| Sheets |
| A-101 - FIRST FLOOR PLAN - AREA A |
| A-102 - FIRST FLOOR PLAN - AREA B |
| A-112 - SECOND FLOOR PLAN - AREA B |
| 17-SH54_A-120 |
| Sheets |
| A-120 - ROOF PLAN |
File details come from the government source that posted it. Updated .