B.08 W912HN-23-B-3000_DRAWINGS_AMD8.pdf
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- Solicitation number
- W912HN23B3000
About this file
This solicitation is for construction services to install a breakroom and administrative area in Building 125 at Robins Air Force Base in Georgia. The scope of work includes constructing a new second floor structure with kitchen, snack bar and dining area on the first floor and administrative area on the second floor, removing an existing freight elevator and replacing it with a new passenger elevator, and demolishing an existing exterior stairway and replacing it with a new stairway. Mechanical, electrical, fire suppression, fire alarm and communications systems are also included. The period of performance is 18 months. The contract will be awarded via sealed bidding procedures in accordance with FAR Part 14 to the lowest priced technically acceptable offeror. The pre-bid site visit is scheduled for October 26, 2022 and bids must be submitted electronically through PIEE by the date specified in the forthcoming solicitation. The acquisition is set aside for small businesses and is subject to Trade Agreements and Buy American statutes.
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DEVELOPMENT / LAP SPLICE LENGTH IN 8" MASONRY
# OF BARS
BAR SIZE
DEVELOPMENT LENGTH, in.
LAP SPLICE LENGTH, in.
DEVELOPMENT / LAP SPLICE LENGTH IN CONCRETE
BAR SIZE
DEVELOPMENT LENGTH, in.
LAP SPLICE LENGTH, in.
11 67 87
NOTE: FOR HORIZONTAL REINFORCEMENT SO PLACED THAT
MORE THAN 12" OF FRESH CONCRETE IS CAST IN THE MEMBER
BELOW THE REINFORCEMENT, MULTIPLY THE VALUES BY 1.3.
LINTEL SCHEDULE
SPAN
< 4'-0"
4'-0" - 6'-4"
6'-4" - 8'-4"
LINTEL FOR 8" CMU
8" LINTEL BLOCK w/ (2) #4
16" LINTEL BLOCK w/ (2) #4
16" LINTEL BLOCK w/ (2) #5 T&B
LEVEL 1 LEVEL 1
100' - 0" 100' - 0"
LEVEL 2 LEVEL 2
111' - 5" 111' - 5"
LEVEL 3 LEVEL 3
123' - 8" 123' - 8"
Column Locations D.1-25.1, D.1-25.3, D.2-25.1, D.3-25.2, D.3-25.4
D.4-25.2, D.4-25.4 D.5-25.2, D.5-25.4 D.6-25.2, D.6-25.4 V.4-24.1, V.4-25, V.4-26 V.5-26.8 W.3-27
117' - 7 1/4"
123' - 6 1/4" 123' - 6 1/4"
117' - 7 1/4"
105' - 2 1/4"
99' - 5"
110' - 0"
109' - 0 1/2"
111' - 0 1/2"
100' - 3"100' - 3"100' - 3"H S
S X
X
/8
H S
S X
X
/8
H S
S X
X
/8
H S
S X
X
/8
W X
W X
W X
109' - 10 5/8"
99' - 5"
ASTM F1554, GR 36
ANCHOR RODS
1/4
T H
R E
A D
L COLUMNC
COL
LINE
1/4
COL BRG EL
SEE SCHED
G R
O U
T
P L A
T E
/4
B
A S
E
3/4" ANCHOR ROD
6" 6"
1' - 0"
/2
/2
T Y
P
/2
TYP.
1 1/2"
L COLUMNC
COL
LINE
1/4
COL BRG EL
SEE SCHED
G R
O U
T
P L A
T E
/4
B
A S
E
3/4" ANCHOR ROD
6" 6"
1' - 0"
/2
3 1/2"
"A
1 BAR PER
CELL SHOWN
T O
L E
R A
N C
E
/2
P L A
C E
M E
N T
T O
L E
R A
N C
E
/2
P L A
C E
M E
N T
REINFORCEMENT PLACEMENT SCHEDULE
BLOCK #BARS PER CELL "A"
12"
3 13/16"
(CENTERED)
2 5/16"
5 13/16"
(CENTERED)
2 5/8"
"A
2 BARS PER
CELL SHOWN
TOLERANCE
± 2" PLACEMENT
TOLERANCE
± 2" PLACEMENT
"A
12"
8"
8"
12 WF 72
V-26, V-25, V-24, W-26, W-25, W-24, X-26, X-25, Y-26, Y-25, Z-26, Z-25, AA-26, AA-25, BB-26, BB-25, CC-26, CC-25
12 WF 63 CG-26, CG-25
8 WF 31 AA.1-27
12 WF 65
V-27, W-27, X-27, X-24, Y-27, Y-24, Z-27, X-24, AA-27,
AA-24, BB-27, BB-24, CC-27, CC-24
10 WF 49 CG-27, CG-24
SIZE COLUMN LOCATIONS
EXISTING COLUMN SCHEDULE
SHEET ID
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3 5 7 9 11 13 15 17 19
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2 4 6 8 10 12 14 16 18 20
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US Army Corps of Engineers ®
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LINTEL SCHEDULE
1. LINTELS SHALL BE PROVIDED FOR ALL OPENINGS AS INDICATED
ON THE STRUCTURAL AND ARCHITECTURAL DRAWINGS. IN ADDITION,
LINTELS ARE REQUIRED FOR ANY MECHANICAL, ELECTRICAL OR
PLUMBING OPENING IN A MASONRY WALL WITH A WIDTH GREATER
THAN 1'-0".
2. LINTELS SHALL HAVE A MINIMUM BEARING OF 8" FOR SPANS UP
TO 8'-0" AND 16" FOR SPANS GREATER THAN 8'-0". UNLESS NOTED,
THEY SHALL BE OF THE SIZES LISTED BELOW.
3. LINTEL REINFORCING SHALL EXTEND ONE DEVELOPMENT LENGTH
PAST OPENING (2'-0 MINIMUM) IN GROUTED CELL OR PROVIDE
STANDARD HOOK TO TERMINATE ENDS.
COLUMN SCHEDULE
FOOTING/PEDESTAL SCHEDULE
TYPE SIZE (LxWxD) COUNT
ELEVATION
AT TOP
ELEVATION
AT BOTTOM
HORIZONTAL
TIES
VERTICAL
REINF EA WAY
TOP REINF
EA WAY
BOT REINF
EA WAY
F2.5 2'-6"x4'-0"x1'-0" 1 -2' - 0" -3' - 0" --- --- --- #5@8" OC
F4 4'-0"x4'-0"x1'-0" 2 -2' - 0" -3' - 0" --- --- --- #5@12" OC
F4.1 4'-0"x4'-0"x1'-0" 3 -4' - 0" -5' - 0" --- --- --- #5@12" OC
F5 5'-0"x3'-0"x1'-0" 1 -4' - 0" -5' - 0" --- --- --- #5@12" OC
F6 6'-0"x6'-0"x1'-0" 1 -2' - 0" -3' - 0" --- --- #6@12" OC #6@12" OC
F9 4'-0"x9'-0"x1'-0" 2 -2' - 0" -3' - 0" --- --- #5@12" OC #5@12" OC
P1 1'-4"x1'-4"x4'-0" 4 -8" -4' - 8" #3@12" (8) #4 --- ---
P2 1'-2"x1'-2"x2'-2" 9 2" -2' - 0" #3@12" (8) #4 --- ---
P3 2'-0"x1'-8"x3'-10" 8 4" -3' - 6" #3@12" (8) #4 --- ---
SCALE: 1 1/2" = 1'-0"
ANCHOR ROD DETAIL
SCALE: 3/4" = 1'-0"
HSS COLUMN BASEPLATE DETAIL
SCALE: 3/4" = 1'-0"
WIDE FLANGE COLUMN BASEPLATE DETAIL
GRAPHIC SCALE: = 1'-0"
1' 0 1' 2'
6"
GRAPHIC SCALE: = 1'-0"
1' 0 2' 3'1' 4'6"
SCALE: 1 1/2" = 1'-0"
TYPICAL REINFORCEMENT PLACEMENT
R
E V
IS
E
D I
N A
C C
O R
D A
N C
E W
IT
H
A M
E N
D M
E N
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/2 /2
A-200
A-200
COMM.
KITCHEN
MECH.
SNACK BAR
MEN'S
WOMEN'S
MECH.
ELEC.
UP
STAIR
LOBBY
A-300
A-300
A-300
A-300
A-400
A-800
1A-450
A-440
A-544
2 MACHINES
ELEC
VEST
KITCHEN
STORAGE
RECORDS
STORAGE
VEST
9 MACHINES
JAN
TYP OF 5
TYP OF 26 (DOUBLE STACKED)
CAFETERIA
ELEV EQUIP
DRY STOR
CORRIDOR
ELECTRICAL
118A
B
104A
A
B
105A
118B
117B
B
A
104F
D
B
A
104B
SHPO
VEND
1 2
5 2
2 2 2 2
2 2
104C
E
AAAB
C G
A
H
A-400
J
K
A-310
A-310
A-310
A-310
A-311
A-311
A-802
A-802
A-802
A
102B
A-310
A-802
A-802
A-802
A-544
A-311
AA.1V W X Y Z AA BB CC CG DD
V.4 V.5
26.8
24.1
FLAT
SLOPE DN
A-311
A-452
A-110
A-544
LOW
A
M A AAA
WALL TAG - REFER TO SHEET A-540 FOR WALL TYPES
WINDOW TAG - REFER TO SHEET A-520 FOR WINDOW TYPES
DOOR TAG - REFER TO SHEET A-600 FOR DOOR TYPES
SYMBOL LEGEND
INDICATES AREA NIC (NOT IN CONTRACT)
LEVEL 2
111' - 5"
METAL PANEL
CURTAIN WALL
SYSTEM
EXHAUST VENT
DUCT HANGER AND STRAP -
REFER TO MECHANICAL FOR
ADDITIONAL INFORMATION
EXISTING STEEL BEAM
SEALANT ALL SIDES
SHEET ID
D R
A W
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N N
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3 5 7 9 11 13 15 17 19
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SCALE: 1/8" = 1'-0"A-110
FIRST FLOOR PLAN1
04'8' 16' 24'8'
GRAPHIC SCALE: ⅛" = 1'-0"
SHEET KEYNOTES
1 EXISTING CAGING TO REMAIN, BUT TO BE
RELOCATED PRIOR TO CONSTRUCTION
2 EXISTING CROSS BRACING
3 EXISTING WALL
4 MICROWAVE - NIC
5 NEW CORRUGATED METAL PANEL WALL SYSTEM
7 SOLID SURFACE COUNTERTOP
9 TRIPLE REFRIGERATOR - NIC
10 VENDING AREA - VENDING MACHINES NIC
11 7" HIGH RAISED CAST IN PLACE CONCRETE
PLATFORM
12 SHPO DISPLAY AREA
13 EXISTING VALVE BOX AND PIV TO REMAIN
14 EXISTING MECHANICAL EQUIPMENT & BOLLARDS
TO REMAIN
15 REFER TO STRUCTURAL DRAWINGS FOR
EXTERIOR STAIR LAYOUT AND DETAILS
16 STAIR 102 INTERIOR NIC
GENERAL SHEET NOTES
10 PROVIDE BLOCKING FOR ALL WALL MOUNTED ITEMS. FOR
NEW WALL CONSTRUCTION REFER TO BLOCKING DETAILS
ON DRAWINGS A-452 & A-541. FOR EXISTING WALLS MAKE
SURE ATTACHMENTS ARE IN THE STUD OR WEB OF CMU
BLOCK.
GENERAL SHEET NOTES
1 REFER TO SHEETS A-800 AND A-801 FOR ENLARGED
EQUIPMENT PLANS AND KITCHEN EQUIPMENT.
2 CONTRACTOR SHALL FIELD VERIFY ALL EXISTING
CONDITIONS PRIOR TO PERFORMING NEW
CONSTRUCTION.
3 CONTRACTOR SHALL PATCH, REPAIR, AND PAINT, AS
NECESSARY, ALL UNUSED OPENINGS OR AREAS
DAMAGED DURING DEMOLITION IN PREPERATION FOR
NEW CONSTRUCTION.
4 COORDINATE ALL NEW STRUCTURAL, AND MECHANICAL
COMPONENTS PRIOR TO CONSTRUCTION.
REFER TO ALL STRUCTURAL AND MECHANICAL DRAWINGS.
5 CONTRACTOR IS RESPONSIBLE FOR MAINTAINING
SAFETY AND CLEANLINESS. DUST IS TO BE SWEPT UP
AND DEBRIS IS TO BE REMOVED AT THE END OF EACH
DAY.
6 VERIFY ALL SURROUNDINGS AND CONCEALED ITEMS
PRIOR TO DEMOLITION. ALL ITEMS DAMAGED DURING
DEMOLITION THAT ARE TO REMAIN WILL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO BE REPLACED
TO THE ORIGINAL STATE.
7 REFER TO SHEET A-610 FOR FINISH SCHEDULE.
8 REPAIR CONCRETE SLAB IN AREAS OF FLOORING DEMO
AS REQUIRED FOR NEW FLOORING.
9 THIS CAFETERIA AND KITCHEN IS LOCATED WITHIN A
LARGE AIRCRAFT HANGAR FACILITY.
GROSS AREA TABULATION - 16,116 SF
SCALE: 1" = 1'-0"A-110
EXHAUST VENT DETAIL2
R
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D P
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A M
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D M
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T
/2 /2
R
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D P
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A M
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D M
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T
/2 /2
1HR 1HR1HR
H
R H
R H
R
H
R H
R H
R H
R H
R H
R H
R H
R
2 HR 2 HR2 HR 2 HR 2 HR 2 HR 2 HR 2 HR 2 HR 2 HR 2 HR 2 HR 2 HR 2 HR 2 HR 2 HR 2 HR 2 HR 2 HR 2 HR
H
R H
R H
R
H
R H
R H
R
1HR1HR 1HR
H
R H
R H
R1HR 1HR1HR
H
R
1HR
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R H
R H
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1HR
H
R H
R H
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1HR
H
R H
R H
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1HR1HR 1HR
1HR
2 HR
FE
FE
COMM.
SNACK BAR
KITCHEN
MECH.
MEN'S
WOMEN'S
MECH.
ELEC.
STAIR
LOBBY
ELEC
VEST
KITCHEN
STORAGE
RECORDS
STORAGE
VEST
JAN
CAFETERIA
ELEV EQUIP
DRY STOR
CORRIDOR
ELECTRICAL
SHPO
VEND
RATE ENTIRE FLOOR BEAM
WHERE IT PENETRATES
MECHANICAL ROOM WALLS
RATE COLUMN UP TO TOP OF
SECOND FLOOR CONCRETE DECK
PROVIDE INTUMESCENT COATING
ON LEVEL 1 CROSS BRACING
PROVIDE INTUMESCENT COATING
ON LEVEL 1 CROSS BRACING
PROVIDE INTUMESCENT COATING
ON LEVEL 1 CROSS BRACING
PROVIDE INTUMESCENT COATING
ON LEVEL 1 CROSS BRACING
LEGEND
1 HOUR FIRE BARRIER
FE FIRE EXTINGUISHER
2 HOUR FIRE BARRIER
SCHEDULE NOTES:
PROVIDE TOPCOAT FINISH COLOR PER MANUFACTURER GUIDELINES, UNLESS INTUMESCENT COATING
AS A COLOR FINISH. ENSURE COMPATIBLE PRIMER IS USED FOR INTUMESCENT COATING PER
MANUFACTURER GUIDELINES.
SHEET ID
D R
A W
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D B
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US Army Corps of Engineers ®
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IN
A
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A B
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A-710
W A
L L R
A T
IN
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P L A
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F
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F L O
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B
IN
S A
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W
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-B -3
A R
C H
IT
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C T
U R
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-7
-1
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SCALE: 3/32" = 1'-0"
WALL RATING - FIRST FLOOR PLAN
FIRE PROOFING TYPES & LOCATIONS
ROOM NUMBER ROOM NAME FLOOR BEAM FIREPROOFING TYPE COLUMN FIREPROOFING TYPE
103 COMM. INTUMESCENT PAINT INTUMESCENT PAINT
104 SNACK BAR INTUMESCENT PAINT INTUMESCENT PAINT
105 KITCHEN INTUMESCENT PAINT INTUMESCENT PAINT
107 MECH. INTUMESCENT PAINT INTUMESCENT PAINT
109 MEN'S INTUMESCENT PAINT INTUMESCENT PAINT
111 WOMEN'S INTUMESCENT PAINT INTUMESCENT PAINT
113 MECH. AS NOTED ON PLANS AS NOTED ON PLANS
114 ELEC. INTUMESCENT PAINT INTUMESCENT PAINT
115 STAIR AS NOTED ON PLANS AS NOTED ON PLANS
101 LOBBY INTUMESCENT PAINT INTUMESCENT PAINT
117 ELEC INTUMESCENT PAINT INTUMESCENT PAINT
118 VEST INTUMESCENT PAINT INTUMESCENT PAINT
119 KITCHEN STORAGE INTUMESCENT PAINT INTUMESCENT PAINT
120 RECORDS STORAGE INTUMESCENT PAINT INTUMESCENT PAINT
121 VEST INTUMESCENT PAINT INTUMESCENT PAINT
134 JAN INTUMESCENT PAINT INTUMESCENT PAINT
135 CAFETERIA INTUMESCENT PAINT INTUMESCENT PAINT
136 ELEV EQUIP INTUMESCENT PAINT INTUMESCENT PAINT
138 DRY STOR INTUMESCENT PAINT INTUMESCENT PAINT
141 CORRIDOR INTUMESCENT PAINT INTUMESCENT PAINT
142 ELECTRICAL INTUMESCENT PAINT INTUMESCENT PAINT
108 SHPO INTUMESCENT PAINT INTUMESCENT PAINT
110 VEND INTUMESCENT PAINT INTUMESCENT PAINT
GENERAL SHEET NOTES
1 REFER TO NOTE #7 ON F-001 FOR ADDITIONAL
FIRE SEPARATION INFORMATION
UL INFORMATION
GRAPHIC SCALE: = 1'-0"
8' 0 16' 24'8' 32'4'
R
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D P
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| S-601 SCHEDULES |
| A-110 FIRST FLOOR PLAN |
| A-710 WALL RATING PLAN - FIRST FLOOR |
File details come from the government source that posted it. Updated .