W912HN-21-B-3002_VOL1K_AMD4 Rev 1.pdf
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- Solicitation number
- W912HN21B3002
About this file
This solicitation package includes specifications and drawings for a federal construction contract opportunity to modernize and upgrade a University Registrar and Force facility. The solicitation was posted on December 2nd, 2020 under number W912HN21B3002 for the Department of the Army Corps of Engineers Savannah District. Bids are due by January 12th, 2021 at 1:00 PM ET and will be opened at 2:00 PM ET on the same date. The package contains four specification volumes and ten drawing sheets to be used in preparing bids for the project. The work includes renovations and additions to an existing facility to provide updated space for the University Registrar and Force modernization functions. Responses were to be submitted both electronically through the Federal Business Opportunities website and via hard copies or WebEx as detailed in the solicitation.
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L
H K
M N P
J.4H.6
MATCHLINE - SEE:A-105C-A3
/2
MPS-1
OPENING
5' - 0" 9' - 8"
/2
TYP
A-591-A3
A1
ELEV #4/5
MACH ROOM
D1
A-591-A3
TYP
A-591-A3D
ROOF PLAN LEGEND AND
GENERAL NOTES
TAPERED ROOF INSULATION
1. UNLESS NOTED OTHERWISE, STRUCTURAL
ROOF DECK SLOPED AT 1/2" / 1' MINIMUM.
REFER STRUCTURAL FOR SLOPE OF ROOF
DECKS.
2. UNLESS NOTED OTHERWISE, TAPERED
INSULATION TO SLOPE AT 1" / 1'.
3. CRICKET AND SADDLE ANGLES TO BE 14
DEGREES.
4. REFER TO A-521 FOR ROOF DETAILS.
SUMMARY - BID ALT #3
BID ALTERNATE #3 ADDS A CORRUGATED METAL
SCREEN WALL SYSTEM AT THE ROOF TO SHIELD
MECHANICAL EQUIPMENT FROM VIEW. THE SCREEN
WALL IS 10’ TALL WITH EXPOSED FASTENERS AND IS
SUPPORTED BY A STEEL TUBE BACK-UP STRUCTURE.
OPENINGS IN THE ROOF SCREEN AS INDICATED IN
PLANS ARE FOR THE PASSAGE OF MECHANICAL
DUCTWORK AND ROOF OCCUPANTS. A METAL COPING
ATTACHES AT THE TOP OF THE SCREEN WALL.
IMPACTED AREAS ARE AS INDICATED
US Army Corps of Engineers ®
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8'4' 16'0
SCALE: 1/8"=1'-0"
1/8" = 1'-0" A1
ROOF PLAN - AREA B - BID ALTERNATE #3
KEYNOTES - SHEET
MPS-1 CORRUGATED METAL WALL PANEL SYSTEM ON METAL
STUD FRAMING
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H J K
J.4H.6
MATCHLINE - SEE:A-105B-A3
MATCHLINE - SEE:A-105D-A3
MPS-1
MPS-1
D1
A-591-A3
TYP
A-591-A3D
ROOF PLAN LEGEND AND
GENERAL NOTES
TAPERED ROOF INSULATION
1. UNLESS NOTED OTHERWISE, STRUCTURAL
ROOF DECK SLOPED AT 1/2" / 1' MINIMUM.
REFER STRUCTURAL FOR SLOPE OF ROOF
DECKS.
2. UNLESS NOTED OTHERWISE, TAPERED
INSULATION TO SLOPE AT 1" / 1'.
3. CRICKET AND SADDLE ANGLES TO BE 14
DEGREES.
4. REFER TO A-521 FOR ROOF DETAILS.
SUMMARY - BID ALT #3
BID ALTERNATE #3 ADDS A CORRUGATED METAL
SCREEN WALL SYSTEM AT THE ROOF TO SHIELD
MECHANICAL EQUIPMENT FROM VIEW. THE SCREEN
WALL IS 10’ TALL WITH EXPOSED FASTENERS AND IS
SUPPORTED BY A STEEL TUBE BACK-UP STRUCTURE.
OPENINGS IN THE ROOF SCREEN AS INDICATED IN
PLANS ARE FOR THE PASSAGE OF MECHANICAL
DUCTWORK AND ROOF OCCUPANTS. A METAL COPING
G
2 3 4 6 7 8 9 10
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KEY PLAN
A
C
D
EF
B
8'4' 16'0
SCALE: 1/8"=1'-0"
1/8" = 1'-0" A1
ROOF PLAN - AREA C - BID ALTERNATE #3
KEYNOTES - SHEET
MPS-1 CORRUGATED METAL WALL PANEL SYSTEM ON METAL
STUD FRAMING
R
E V
IS
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D I N
A C
C O
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A N
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W
IT
H A
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/1
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MATCHLINE - SEE:A-105C-A3
MATCHLINE - SEE:A-105E-A3
MPS-1
TYP
A-591-A3
A1
TYP
A-591-A3
A1
ELEV #2/3
MACH ROOM
D1
A-591-A3
TYP
A-591-A3D
MPS-1
ROOF PLAN LEGEND AND
GENERAL NOTES
TAPERED ROOF INSULATION
1. UNLESS NOTED OTHERWISE, STRUCTURAL
ROOF DECK SLOPED AT 1/2" / 1' MINIMUM.
REFER STRUCTURAL FOR SLOPE OF ROOF
DECKS.
2. UNLESS NOTED OTHERWISE, TAPERED
INSULATION TO SLOPE AT 1" / 1'.
3. CRICKET AND SADDLE ANGLES TO BE 14
DEGREES.
4. REFER TO A-521 FOR ROOF DETAILS.
SUMMARY - BID ALT #3
BID ALTERNATE #3 ADDS A CORRUGATED METAL
SCREEN WALL SYSTEM AT THE ROOF TO SHIELD
MECHANICAL EQUIPMENT FROM VIEW. THE SCREEN
WALL IS 10’ TALL WITH EXPOSED FASTENERS AND IS
SUPPORTED BY A STEEL TUBE BACK-UP STRUCTURE.
OPENINGS IN THE ROOF SCREEN AS INDICATED IN
PLANS ARE FOR THE PASSAGE OF MECHANICAL
DUCTWORK AND ROOF OCCUPANTS. A METAL COPING
G
2 3 4 6 7 8 9 10
F
E
D
C
B
A
D A
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KEY PLAN
A
C
D
EF
B
8'4' 16'0
SCALE: 1/8"=1'-0"
1/8" = 1'-0" A1
ROOF PLAN - AREA D - BID ALTERNATE #3
KEYNOTES - SHEET
MPS-1 CORRUGATED METAL WALL PANEL SYSTEM ON METAL
STUD FRAMING
R
E V
IS
E
D I N
A C
C O
R D
A N
C E
W
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H A
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DN
F
D
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MATCHLINE - SEE:A-105D-A3
MPS-1
MPS-1
S
A
TYP
A-591-A3
A1
/2
O P
E N
IN
G
STAIR #2
ELEV #1
VESTIBULE
D1
A-591-A3
TYP
A-591-A3D
O P
E N
IN
G
MPS-1
ROOF PLAN LEGEND AND
GENERAL NOTES
TAPERED ROOF INSULATION
1. UNLESS NOTED OTHERWISE, STRUCTURAL
ROOF DECK SLOPED AT 1/2" / 1' MINIMUM.
REFER STRUCTURAL FOR SLOPE OF ROOF
DECKS.
2. UNLESS NOTED OTHERWISE, TAPERED
INSULATION TO SLOPE AT 1" / 1'.
3. CRICKET AND SADDLE ANGLES TO BE 14
DEGREES.
4. REFER TO A-521 FOR ROOF DETAILS.
SUMMARY - BID ALT #3
BID ALTERNATE #3 ADDS A CORRUGATED METAL
SCREEN WALL SYSTEM AT THE ROOF TO SHIELD
MECHANICAL EQUIPMENT FROM VIEW. THE SCREEN
WALL IS 10’ TALL WITH EXPOSED FASTENERS AND IS
SUPPORTED BY A STEEL TUBE BACK-UP STRUCTURE.
OPENINGS IN THE ROOF SCREEN AS INDICATED IN
PLANS ARE FOR THE PASSAGE OF MECHANICAL
DUCTWORK AND ROOF OCCUPANTS. A METAL COPING
G
2 3 4 6 7 8 9 10
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8'4' 16'0
SCALE: 1/8"=1'-0"
1/8" = 1'-0" A1
ROOF PLAN - AREA E - BID ALTERNATE #3
KEYNOTES - SHEET
MPS-1 CORRUGATED METAL WALL PANEL SYSTEM ON METAL
STUD FRAMING
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COMP DECK - RE: STRUCT
FULLY ADHERED EPDM ROOFING
ON COVER BOARD WITH TAPERED
RIGID BOARD INSULATION
STEEL POST - RE: STRUCT
HORIZ. STEEL TUBE - RE: STRUCT
HORIZ. STEEL TUBE - RE: STRUCT
METAL COPING OVER CONT. BLOCKING
1" 1"
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STEEL POST - RE: STRUCT
TERMINATE ROOFING
UNDER FLASHING
SHEET METAL FLASHING
AND SEALANT
TERMINATE ROOFING
UNDER FLASHING
SHEET METAL FLASHING AND
SEALANT
STEEL COLUMN - RE: STRUCT
BOTTOM OF STL
68' - 0"
TOP OF STL
78' - 0"
T Y
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VAPOR RETARDER
MPS-1
STEEL POST, TYP. -
RE: STRUCT
STEEL TUBE - RE: STRUCT
METAL CORNER
CLOSURE TRIM TO
MATCH METAL PANEL
2"
CLCL
RE: STRUCT FOR SPACING
METAL JAMB CLOSURE TRIM
TO MATCH METAL PANEL
RE: TYPICAL METAL PANEL
RAINSCREEN DETAILS (A-522) FOR
EXTERIOR CONSTRUCTION
GALV. VERTICAL Z FURRING
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FULLY ADHERED EPDM ROOFING
ON COVER BOARD WITH TAPERED
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STEEL POST - RE: STRUCT
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CONT. BLOCKING
SHEET METAL FLASHING AND
SEALANT
RE: STRUCT FOR SPACING
/2
BOTTOM OF STL
68' - 0"
TOP OF STL
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OPENING WHERE OCCURS -
RE: PLANS
RE: PLANS
OPENING WIDTH
MPS-1
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1 1/2" = 1'-0" D1
SECTION DETAIL - TYP ROOF SCREEN WALL (BID ALTERNATE)
1 1/2" = 1'-0" A1
PLAN DETAIL - TYP ROOF SCREEN WALL (BID ALTERNATE)
1 1/2" = 1'-0" D7
PARTIAL ELEVATION - TYP ROOF SCREEN WALL (BID ALTERNATE)
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KEYNOTES - SHEET
MPS-1 CORRUGATED METAL WALL PANEL SYSTEM ON METAL
STUD FRAMING
TOS ROOF
EL. 63' - 11"
3 5 6 7 8 9 104.1
13'-0" 13'-0" 2'-6" 31'-0" 33'-0" 11'-0" 31'-0" 31'-4"
HSS10X6X3/8, TYP
TOS EL = 68'-10"
TOS EL = 71'-11"
TOS EL = 74'-11"
TOS EL = 78'-0"
HSS6X6X3/8, TYP
S-216-A3
A5
S-216-A3
A7 OPP
TOS ROOF
EL. 63' - 11"
35678910 4.1
2'-6" 14'-9 1/2" 6'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0"31'-4" 31'-0" 11'-0" 33'-0" 31'-0"
HSS10X6X3/8, TYP HSS6X6X3/8, TYP
TOS EL = 68'-6"
TOS EL = 71'-8"
TOS EL = 74'-10"
TOS EL = 78'-0"
TOS EL = 68'-10"
TOS EL = 71'-11"
TOS EL = 74'-11"
TOS EL = 78'-0"
HSS6X6X3/8, TYP
S-216-A3
A5
S-216-A3
A7 OPP
TOS ROOF
EL. 63' - 11"
11 12 13 14 15 16 17 2'-4" 8'-7" 7'-6" 15'-0"
6'-2"
3'-5" 27'-7" 30'-0" 27'-0" 26'-8" 26'-0"
HSS10X6X3/8, TYP HSS10X6X3/8, TYP
TOS EL = 74'-11"
TOS EL = 78'-0"
HSS6X6X3/8 POST, TYP HSS6X6X3/8 POST, TYP
S-216-A3
A5 S-216-A3
A7
DOOR
SEE ARCH
MECHANICAL DUCTWORK
OPP
TOS ROOF
EL. 63' - 11"
121314151617 10'-0" 12'-6" 8'-7" 2'-4" 26'-0" 26'-8" 27'-0" 30'-0" 20'-8"
HSS10X6X3/8, TYPHSS10X6X3/8, TYP
TOS EL = 68'-10"
TOS EL = 71'-11"
TOS EL = 74'-11"
TOS EL = 78'-0"
HSS6X6X3/8 POST, TYP
S-216-A3
A5
S-216-A3
A7 OPP
US Army Corps of Engineers ®
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C:\rvt\2019\10053876-S-MCA2-Central_david.leechuy.rvt
1/17/2021 5:35:21 PM READY TO ADVERTISE (RTA)
S-215-A3
MCA2
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1/8" = 1'-0" G1
SCREEN WALL ELEVATION ALONG GRID LINE M - BID ALT #3
1/8" = 1'-0" E1
SCREEN WALL ELEVATION ALONG GRID LINE K - BID ALT #3
1/8" = 1'-0" C1
SCREEN WALL ELEVATION ALONG GRID LINE H - BID ALT #3
1/8" = 1'-0" A1
SCREEN WALL ELEVATION ALONG GRID LINE K - BID ALT #3
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TOP OF STEEL
SEE ELEVATION
TOP OF STEEL
SEE ELEVATION
TOP OF STEEL
SEE ELEVATION
TOP OF STEEL
SEE ELEVATION
TOS ROOF
EL. 63' - 11"
N M
2'-6" 6'-8" 5'-11" 21'-4"3'-1" 2'-6" 18'-0"
HSS10X6X3/8, TYP
TOS EL = 68'-10"
TOS EL = 71'-11"
TOS EL = 74'-11"
TOS EL = 78'-0"
S-216-A3
A7
S-216-A3
A5
TOS EL = 78'-0"
TOS EL = 74'-10"
TOS EL = 71'-8"
TOS EL = 68'-8"
HSS6X6X3/8, TYP
TOS ROOF
EL. 63' - 11"
F
15'-5"24'-11 3/8"19'-7 5/8"
HSS10X6X3/8, TYP
TOS EL = 68'-10"
TOS EL = 71'-11"TOS EL = 71'-11"TOS EL = 71'-11"TOS EL = 71'-11"TOS EL = 71'-11"
TOS EL = 74'-11"
TOS EL = 78'-0"
S-216-A3
A7
2' -0
W.P.
1/4
1/4
PL 3/4X8X8
5/16 5/16
COLUMN
COLUMN CAP PLATE
HSS10X6X3/8, TYP
SEE ELEVATIONS
HSS6X6X3/8 POST
SEE ELEVATIONS
3/4X8X8 PL
W.P.
5/16
5/16
5/16
5/16
PJP
60°
HSS6X6X3/8 KICKER, TYP
SEE PLAN FOR LOCATIONS
NOTE: ROOF STRUCTURE
SLOPES, SEE PLAN FOR
TOS ELEVATIONS
CAP PL 3/8
10'-0"
W.P.
2' -0
NOTES:
1. GIRT SIMPLE CONNECTIONS TO HSS COLUMNS TO BE
DESIGNED FOR THE FOLLOWING LRFD LOADS:
7.5 KIP GRAVITY SHEAR FORCE
7.5 KIP LATERAL SHEAR FORCE (OUT OF PLANE).
2. GIRT MOMENT CONNECTIONS TO HSS COLUMNS TO BE
DESIGNED FOR THE FOLLOWING LRFD LOADS:
7.5 KIP GRAVITY SHEAR FORCE
7.5 KIP LATERAL SHEAR FORCE (OUT OF PLANE).
30 K-FT FLEXURE
3. ALL EXPOSED STEEL TO BE HOT-DIP GALVANIZED.
CAP PL
HSS GIRT,
SEE ELEVATION
TYP
HSS POST
SEE ELEVATIONS
1/2" TYP
CAP PL, TYP
TOS
SEE ELEVATION
TOS
SEE ELEVATION
L6X6X3/8, TOP & BOT
SINGLE THRU BOLT
TYP
CAP PL
HSS GIRT, TYP
SEE ELEVATION
TYP
HSS POST
SEE ELEVATIONS
CAP PL, TYP
TOS
SEE ELEVATION
TOS
SEE ELEVATION
L8X6X7/16 LLH, TYP
END PL, TYP
T&B, TYP
T&B, TYP
TYP
T&B, TYP
5/16
MOMENT CONNECTIONSIMPLE CONNECTION
MOMENT CONNECTION
ROOFTOP SCREENWALL POST
BID ALTERNATE #3
TOP OF CONC
1/4 3" MIN
EE
TYP BOTTOM FLANGE KICKERS,
SEE PLAN FOR LOCATION
PL 3/8
ROOFTOP SCREENWALL POST
BID ALTERNATE #3
PL 3/8
ALIGN
KICKERS, TYP
SECTION PROFILE
DOUBLE KICKERS AS
SHOWN ON ROOF PLANS
US Army Corps of Engineers ®
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C:\rvt\2019\10053876-S-MCA2-Central_david.leechuy.rvt
1/17/2021 5:35:21 PM READY TO ADVERTISE (RTA)
S-216-A3
MCA2
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1/8" = 1'-0" F1
SCREEN WALL ELEVATION ALONG GRID LINE 3 - BID ALT #3
1/8" = 1'-0"
F2
SCREEN WALL ELEVATION ALONG GRID LINE 17 - BID ALT #3
3/4" = 1'-0" A1
TYPICAL ROOF SCREEN SECTION - BID ALT #3
1" = 1'-0"
A5
DETAIL - TYPICAL SIMPLE CONNECTION
1" = 1'-0" A7
DETAIL - TYPICAL MOMENT CONNECTION
1" = 1'-0" C5
BEAM BRACE AT CANTILEVER SCREENWALL POSTS
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| A-105B-A3 ARCHITECTURAL - ROOF PLAN - AREA B - BID ALT #3 |
| A-105C-A3 ARCHITECTURAL - ROOF PLAN - AREA C - BID ALT #3 |
| A-105D-A3 ARCHITECTURAL - ROOF PLAN - AREA D - BID ALT #3 |
| A-105E-A3 ARCHITECTURAL - ROOF PLAN - AREA E - BID ALT #3 |
| A-591-A3 ARCHITECTURAL - DETAILS - BID ALT #3 |
| S-215-A3 STRUCTURAL - STEEL SCREEN WALL ELEVATIONS - BID ALT #3 |
| S-216-A3 STRUCTURAL - STEEL SCREEN WALL ELEVATIONS - BID ALT #3 |
File details come from the government source that posted it. Updated .