Am_0010_Dwgs.pdf
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- Solicitation number
- W9128F25R0014
About this file
These architectural drawings are detailed construction plans for the USDA Dairy Forage Research Center (DFRC) in Prairie du Sac, Wisconsin, focusing on specific building areas and structural details. The documents include technical cross-sections, floor plans, and finish schedules for multiple areas such as Area B1 (Metabolic Chambers), Area B2 (Advanced Animal Nutrition), Area B4 (Milking Parlor), and Area B15. The drawings specify construction materials like pre-engineered metal buildings, metal roof panels, insulation types (6" unfaced blanket, 2" fiberglass), wall compositions, and structural elements including concrete floors, steel studs, and specific architectural details like roof fan exhaust, door frames, and wall sections. Key technical specifications include metabolic chamber pad dimensions, feed manger construction (1/4" thick troweled epoxy), and precise elevation measurements, with a standard floor level set at 865' - 4" (top of flush flume).
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LEVEL 2 B2 TO ROOF
20' - 0"
LEVEL 3 B2 TO FOOTING
-2' - 2"
B2.1B2.2
PRE - ENGINEERED METAL
ROOF & WALL SKINS ON
PRE - ENGINEERED METAL
FRAME
METAL ROOF
6" INSULATION
2"INSULATION
2'-0" METAL ROOF
OVERHANG
W/TRIM & SOFFIT
METAL SKIN EXTERIOR
8" INSULATION
METAL LINER INTERIOR
2" / 1'-0"
METAL FRAME
LEVEL_OO B2 T.O.
FOUNDATION
4' - 0"
EA
VE
H
EI
G H T
6' 2"
1' 0"
TIE STALL
TIE STALL
MATTRESS
6' - 0"
MATTRESS
6' - 0"
21" FLUME GRATE
(18" CLEAR)
SLOPE DOWNSLOPE DOWN
2 2
1 1
A-310-B2
K14 Sim
A-310-B2
K7 Sim
3' - 6" 3' - 6"
4"
FF
T O C
EI
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FF
T O C
EI
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4"
RFI 11287059
RFI 11287059
US Army Corps of Engineers ®
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W F2 0C
W F2 1C
1/4" 1'-0"1
BUILDING CROSS SECTION - AREA B2 -
ADVANCED ANIMAL NUTRITION
KEYNOTES:
1 FLUSH FLUME. SEE STRUCTURAL
2 CABLE TRAY TO SUPPORT ELECTRICAL,
TELECOM, AND WATER. HANG FROM BUILDING
STRUCTURE WITH CHAINS. BOTTOM OF TRAY TO
BE 6'-0" ABOVE FEED MANGER.
3 FEED MANAGER: 36" X 1/4" TROWELED ON
EPOXY
4 CEILING SUPPORT FRAMING BY PRE-
ENGINEERED METAL BUILDING MANUFACTURER
GENERAL NOTES:
1. LEVEL 0' - 0" 865' - 4" (T.O. FLUSH FLUME)
R
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AD
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/2 7/ bbond 24.11.08_WIS_JLW_Dairy Forage
24 GA, RIBBED METAL PANEL
24 GA, RIBBED WALL LINER PANEL
8" SCRIM FACED FIBER REINFORCED INSULATION
8" "ZEE" GIRTS
24 GA, METAL ROOF PANEL
6" UNFACED BLANKET INSULATION
2" FIBERGLASS INSULATION
WITH VINYL SCRIM FACE
8" PURLINS
VF-1
J TRIM
1 1/2" RIBBED CLOSURE
24 GA RIBBED METAL PANEL
1 1/2" RIBBED CLOSURE
DRIP CAP
VF-2
8" CEE OPENING FRAMING
J TRIM
1 1/2" RIBBED CLOSURE
24 GA. RIBBED METAL PANEL
1 1/2" RIBBED CLOSURE
FOUNDATION WALL
BUILDING FLOOR
4' 0"
3' 0"
8" CEE OPENING FRAMING30" X 30" POLY ROOF CHIMNEY WITH DAMPER AND BRID SCREEN.
INSTALL PER MANUFACTURERS PRINTED INSTRUCTIONS
24GA. RIBBED METAL ROOF PANELS
PRE-ENGINEERED METAL BUILDING ZEE GIRTS
6" UNFACED FIBERGLASS INSULATION,
2" FIBERGLASS VINYL SCRIM FACED INSULATION
RIBBED CLOSURE
12"
2"
RFI 11287059
1/2" FRP FACED PLYWOOD
3 - 5/8" STEEL STUDS @ 16" O.C.
4" INSULATION
US Army Corps of Engineers ®
SHEET ID
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W F2 0C
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1" 1'-0"K7 EXTERIOR WALL SECTION (TYPICAL) - B2
1" 1'-0"K14 ROOF SECTION - B2
1" 1'-0"3 WALL DETAIL AT FANS
1" 1'-0"1 CHIMNEY INSTALLATION DETAIL
3" 1'-0"2 A-INTERIOR WALL SECTION (TYPICAL) - B2 R
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60" HOODED ROOF EXHAUST FAN
ROOF CURB
24 GA. RIBBED METAL ROOF PANELS
PRE-ENGINEERED METAL BUILDING ZEE GIRTS
6" UNFACED FIBERGLASS
INSULATION, 2" FIBERGLASS
VINYL SCRIM FACED INSULATION
24 GA. RIBBED LINER PANEL
RIBBED CLOSURE
12"
2"
UPPER CURTAIN
CURTAIN WIND GUIDE
HSS 5X4X1/4, SECURE TO METAL
BUILDING FRAMES WITH ANGLE
CLIPS, OUTSIDE FACE TO MATCH
PURLINS
LOWER CURTAIN
CONCRETE FOUNDATION
CURB HEIGHT VARIES
SOFFIT
METAL CEILING LINER
METAL ROOF PANEL
CURTAIN WIND GUIDE
PREENGINEERED METAL
BUILDING FRAME
OVERHANG, SEE ARCHITECTURAL
ROOF PLAN FOR DIMENSIONS
POLY BIRD SCREEN,
SECURE TO INSIDE
CURTAIN WIND GUIDE
6" O
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N
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1/2" FRP FACED PLYWOOD
3 - 5/8" STEEL STUDS @ 16" O.C.
BATT INSULATION WITH VAPOR BARRIOR BOTH SIDES
3-5/8" STEEL STUD'S @ 16" o.c.
1/2" FRP FACED PLYWOOD
24 GA. METAL SIDING
US Army Corps of Engineers ®
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W F2 0C
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1/2" 1'-0"1 ROOF FAN EXHAUST DETAIL
1/2" 1'-0"2 WALL SECTION (CURTAIN)
3" 1'-0"3
INTERIOR WALL SECTION (TYPICAL
ROBOTIC AREA)
NORTH
KEY PLAN
B6
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1 1/2" 1'-0"4
EXTERIOR WALL SECTION (TYPICAL
ROBOTIC AREA)
RFI 11287207
RFI 11287207
LEVEL 2 B15 ROOF
885' - 6"
B15.C
LEVEL 1 B15 TOW
875' - 6"
1/2" PLYWOOD
2x8 STUDS @ 16" o.c.
2x12 @ 16" o.c. SET IN
JOIST HANGERS
DOUBLE 2x8 PLATE
1/2" PLYWOOD
2x8 SILL PLATE ANCHOR TO
TOP OF CONCRETE WALL WITH
1/2" ANCHOR BOLTS @ 16" o.c.
24 GA. RIBBED
METAL
ROOFING
2x12 @ 16" o.c. SET
IN JOIST HANGERS
CONCRETE WALL
2x12 GIRDER2x12 GIRDER
24 GA. RIBBED METAL SIDING
2x8 STUDS @ 16" o.c.
1/2" PLYWOOD1/2" PLYWOOD
2x12 @ 16" o.c. SET
IN JOIST HANGERS
24 GA. RIBBED
METAL ROOFING
24 GA. TRIM
2x8 SILL PLATE ANCHOR TO
TOP OF CONCRETE WALL WITH
1/2" ANCHOR BOLTS @ 16" o.c.
CONCRETE
WALL
DOUBLE 2x8 PLATE
US Army Corps of Engineers ®
SHEET ID
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1/2" 1'-0"D9 INTERIOR WALL SECTION - B15
1/2" 1'-0"D14 END WALL DETAIL - B15
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RFI 11317213
RFI 11317213
RFI 11317213
24 GA. METAL LINER
8" SCRIM FACED FIBER REINFORCED INSULATION
"ZEE" GIRTS
24 GA. METAL SIDING
6" UNFACED BLANKET INSULATION
24 GA, METAL ROOF
8" PURLINS
24 GA. METAL CEILING LINER
2" FIBERGLASS INSULATION
WITH VINYL SCRIM FACE
SECURE TO WALL
SECURE TO FLOOR
BUILDING GIRT
(4) #12 SDS
IN EACH LEG
NUT AND WASHER
ROD END 5/8" X 10"
(4) #12 SDS
[(2) IN WEB,
(1) IN EA FLAGE]
1"
TELESCOPING CEE
NUT AND WASHER
MOUNTING CLIP
[TOP & BOTTOM]
(4) #12 SDS IN EA LEG
PVC SPACER
(TOP AND BOTTOM)
(AS NEEDED)
5/8" NUT AND
FLAT WASHER
OR DECORATIVE PLATE
CANOPY BRACE
ADJUSTMENT
(DOUBLE NUT)
5/8" X 3 1/2"
ROD END
NUT AND WASHER
7/ 8"
(CANOPY PROJECTION)
GUTTER ON ALL (4)
SIDES OF CANOPY
WATER FLOW DIRECTION
(STANDING REAR SCUPPER DRAINS SHOWN)
SCUPPERS ARE 1/2" X 2" & LOCATED
3" FROM EACH END OF CANOPY
BU
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'-0 " O
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1' 8" (M
IN
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SHEET ID
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W F2 0C
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1" 1'-0"3 EXTERIOR BUILDING WALL SECTION
1" 1'-0"4 ROOF SECTION
12" 1'-0"5
EMERGENCY SHOWER/EYEWASH
ARCHITECTURAL
1" 1'-0"6 CANOPY INSTALLATION DETAIL
NORTH
KEY PLAN
B6
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RFI 11287206
RFI 11287206
RFI 11315473
METAL TRIM
INSULATED METAL FRAME
CONTIN. SEALANT INSIDE AND OUT,
ALL AROUND FRAME/ (TYP.)
PRE - ENGINEERED METAL BUILDING DOOR HEADER
RIBBED METAL PANEL
BATT INSULATION
PRE-ENGINEERED METAL BUILDING WALL OR STEEL
STUDS
FRP PLYWOOD OR INTERIOR METAL LINER
RIBBED METAL PANEL
BATT INSULATION
PRE-ENGINEERED METAL BUILDING WALL OR STEEL
STUDS
FRP PLYWOOD OR INTERIOR METAL LINER
CONTIN. SEALANT INSIDE AND OUT,
ALL AROUND FRAME/ (TYP.)
INSULATED METAL FRAME
METAL J TRIM
PRE-ENGINEERED METAL
BUILDING SECONDARY
STEEL JAMB
HEAD
JAMB
METAL TRIM
INSULATED METAL FRAME CONTIN. SEALANT INSIDE AND OUT,
ALL AROUND FRAME/ (TYP.)
PRE - ENGINEERED METAL BUILDING DOOR HEADER
RIBBED METAL PANEL
BATT INSULATION
PRE-ENGINEERED METAL BUILDING WALL OR STEEL STUDS
FRP, PLYWOOD OR INTERIOR METAL LINER
RIBBED METAL PANEL
BATT INSULATION
PRE-ENGINEERED METAL BUILDING WALL OR STEEL STUDS
FRP PLYWOOD OR INTERIOR METAL LINER
CONTIN. SEALANT INSIDE AND OUT,
ALL AROUND FRAME/ (TYP.)
INSULATED METAL FRAME
METAL J TRIM
PRE-ENGINEERED METAL
BUILDING SECONDARY
STEEL JAMB
HEAD
JAMB
PRE-ENGINEERED METAL
BUILDING SECONDARY
STEEL JAMB
HEAD
JAMB
SECTIONAL DOOR
OPERATOR AND/OR
TRACK MOUNTING
DOORS
TYP. FOR ALL
SECTIONAL
DOORS
METAL DOOR TRIM
EXTERIOR
DOORS
TYP. FOR ALL
WALK DOORSSEE PLANS FOR WALL
THICKNESS
WEATHER SEAL
ALUMINUM THRESHOLD
THERMAL BREAKTOP OF CONCRETE
SLAB
US Army Corps of Engineers ®
SHEET ID
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PS
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/0 8/
W F2 0C
W F2 1C
1 1/2" 1'-0"1
INSULATED EXTERIOR/INTERIOR DOOR
FRAME DETAIL
1 1/2" 1'-0"2
UNINSULATED EXTERIOR/INTERIOR DOOR
FRAME DETAIL
1 1/2" 1'-0"3 TYPICAL SECTIONAL DOOR FRAME DETAIL
1 1/2" 1'-0"4 WALK DOOR SILL DETAIL
NORTH
KEY PLAN
B6
R
TA
/0 8/
AD
D
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/2 7/
RFI 11287203
RFI 11287203
B1.A
B1.F
B1.1
B1.2
B1.D B1.EB1.CB1.B
B2.1
B2.2
B2.A/B1.F
ADVANCED
ANIMAL
NUTRITION
EQUIPMENT
B1 - 105
METABOLIC
CHAMBER
EQUIPMENT
B1 - 103
LAB SPACE
B1 - 106
METABOLIC
CHAMBER DATA
COLLECTION
B1 - 104
UTILITY ROOM
B1 - 108
M
AT
C H
LI
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- B
AA
N
M
AT
C H
LI
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- B
M
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AB
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C C H
AM
BE
R S
DIRTY LAB SPACE
B1 - 100WASH AREA
B1 - 102
METABOLIC
CHAMBER
B1 - 107A
METABOLIC
CHAMBER
B1 - 107B
METABOLIC
CHAMBER
B1 - 107C
METABOLIC
CHAMBER
B1 - 107D
US Army Corps of Engineers ®
SHEET ID
U S
AR
M Y C O R
PS
O F
EN
G
IN
EE
R S
D R
AW
N B Y:
D
ES
IG
N
ED
B Y:
SU
BM
IT
TE
D B Y:
SI
ZE
C H
EC
KE
D B Y:
AN
SI
D
IS
SU
E D
AT
E:
C O N
TR
AC
T N O
SO
LI
C
IT
AT
IO
N N O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D
AT
E M
AR
K D
ES
C R
IP
TI
O N
Fi le P at h:
Pl ot D at e:
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
N
EW
D
AI
R Y
FO
R
AG
E R
ES
EA
R C H C
EN
TE
R
Au to de sk D oc s:
//1 5_ U
SD
A_ D
FR
C _2 2/ A _S
_M
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-B 1.
rv t
5/ /2 1:
:0
PM
I-101-B1
R O O M F
IN
IS
H S C H
ED
U
LE
- A R
EA
B 1- M
ET
AB
O
LI
C
C H
AM
BE
R S
PR
AI
R
IE
D U S
AC
, W I
O M
AH
A, D
IS
TR
IC
T
H D R
AR
LI
N G
TO
N , V
IR
G
IN
IA
J.
W ille
M . B ro w ns te in
R . R in eh ar t
/0 8/
W F2 0C
W F2 1C
NORTH
KEY PLAN
B1 1/8" 1'-0"B6
ROOM FINISH SCHEDULE- AREA B1 -
METABOLIC CHAMBERS
GENERAL NOTES:
FINISH SCHEDULE
ROOM NO ROOM NAME
WALL FINISH FLOOR CEILING
NOTES & REMARKS (SEE NOTES)NORTH EAST SOUTH WEST MAT FIN FIN
B1 - 100 DIRTY LAB SPACE FRP FRP FRP FRP CON LBRF MTL
B1 - 101 COW/WORKER CIRCULATION SPACE FRP FRP FRP FRP CON HBRF MTL
B1 - 102 WASH AREA FRP FRP FRP FRP CON HBRF MTL
B1 - 103 METABOLIC CHAMBER EQUIPMENT FRP FRP FRP FRP CON LBRF MTL
B1 - 104 METABOLIC CHAMBER DATA COLLECTION FRP FRP FRP FRP CON LBRF MTL
B1 - 105 ADVANCED ANIMAL NUTRITION EQUIPMENT FRP FRP FRP FRP CON LBRF MTL
B1 - 106 LAB SPACE FRP FRP FRP FRP CON LBRF MTL
B1 - 107A METABOLIC CHAMBER 1. 1. 1. 1. CON HBRF* 1. 1 METABOLIC CHAMBERS FINISH TO BE STAINLESS STEEL B1 - 107B METABOLIC CHAMBER 1. 1. 1. 1. CON HBRF* 1. 1 METABOLIC CHAMBERS FINISH TO BE STAINLESS STEEL B1 - 107C METABOLIC CHAMBER 1. 1. 1. 1. CON HBRF* 1. 1 METABOLIC CHAMBERS FINISH TO BE STAINLESS STEEL B1 - 107D METABOLIC CHAMBER 1. 1. 1. 1. CON HBRF* 1. 1 METABOLIC CHAMBERS FINISH TO BE STAINLESS STEEL
B1 - 108 UTILITY ROOM FRP FRP FRP FRP CON LBRF MTL
1 CORNER GUARD
1 1 1
R
TA
/0 8/
AD
D
EN
D U M
/1 3/
AD
D
EN
D U M
5/ /2
NOTES:
* FEED MANGER TO BE TROWEL FINISH WITH 1/4" THICK BY 36" WIDE TROWELED ON EPOXY. SEE SHEET S-401-B1 FOR ADDITIONAL DETAILS.
RFI 11287023
RFI 11287023
B15.A B15.B B15.C B15.D B15.E B15.F B15.G
B15.1
B15.2
US Army Corps of Engineers ®
SHEET ID
U S
AR
M Y C O R
PS
O F
EN
G
IN
EE
R S
D R
AW
N B Y:
D
ES
IG
N
ED
B Y:
SU
BM
IT
TE
D B Y:
SI
ZE
C H
EC
KE
D B Y:
AN
SI
D
IS
SU
E D
AT
E:
C O N
TR
AC
T N O
SO
LI
C
IT
AT
IO
N N O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D
AT
E M
AR
K D
ES
C R
IP
TI
O N
Fi le P at h:
Pl ot D at e:
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
N
EW
D
AI
R Y
FO
R
AG
E R
ES
EA
R C H C
EN
TE
R
Au to de sk D oc s:
//1 5_ U
SD
A_ D
FR
C _2 2/ A _S
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-B .rv t
5/ /2 1:
:0
PM
I-101-B15
R O O M F
IN
IS
H S C H
ED
U
LE
AR
EA
B
C O M M O D
IT
Y
ST
O R
AG
E
PR
AI
R
IE
D U S
AC
, W I
O M
AH
A D
IS
TR
IC
T
H D R
AR
LI
N G
TO
N , V
IR
G
IN
IA
J.
W ille
M . B ro w ns te in
R . R in eh ar t
/0 8/
W F2 0C
W F2 1C
NORTH
KEY PLAN
B15
FINISH SCHEDULE
ROOM NO ROOM NAME
WALL FINISH FLOOR CEILING
NOTES & REMARKS (SEE NOTES)NORTH EAST SOUTH WEST MAT FIN FIN
B15 - 100 COMMODITY STORAGE -- SEE NOTE 2 SEE NOTE 2 SEE NOTE 2 CON LBRF SEE NOTE 1
1/8" 1'-0"1 ROOM FINISH PLAN - AREA B15
R
TA
/0 8/
AD
D
EN
D U M
/2 7/
NOTES:
1. EXPOSED 2X12
2. ALL INSIDE WALL COVERINGS TO BE 1/2" PLYWOOD EXPOSED
RFI 11317205
RFI 11317206
RFI 11317205
RFI 11317206
B4.F
B4.1
B4.CB4.B
B4.2
B4.3
B4.A B4.G
S-301-B4
S-301-B4
B4.4
104' - 0"
-5"
+0" DOOR
+0" DOOR
3' 4"
2' 4"
D O O R
29' - 1"
DOOR
15' - 4" 15' - 2"
DOOR
3' - 4" 1' - 1"
+0" DOOR
31' - 10" 6' - 2"
M
AT
C H
LI
N E
- B
EA
ST
M
AT
C H
LI
N E
- B
W
ES
T
S-303-B4
S-303-B4
SLOPE DOWN
SLOPE DOWN
+31"
+31"
S-502-B4
S-303-B4
S-303-B4 +0"
1' 0"
1' 0"
1' - 0"
1' 0"
1' 0"
1' - 0"
1' - 0"
SLOPE DOWN
SLOPE DOWN
S-301-B4
S-301-B4
6" CONCRETE FLOOR
6" CONCRETE FLOOR
6" CONCRETE FLOOR
10" CONCRETE FLOOR
10" CONCRETE FLOOR
8" CONCRETE FLOOR
6" CONCRETE
FLOOR
SLOPE DOWN
4' 0"
58' - 2" 5' - 10"
20' - 0"
6' 0"
6' - 0"
S-501-B4
S-501-B4
11' - 0"32' - 3"
6' 0"
16' - 0" 6' - 0"
TROWEL FINISH BROOM FINISH UNDER MATS
CONCRETE BOLLARD, TYP.
SEE DETAIL 5/S-501-B4
B4.D B4.E
6' - 9" 7' - 2"
+34"
+42" T.O. CURB
+0"
+0"
+0"
+0"
+34"
+36"
+42" T.O. CURB
+36"
+42" T.O. CURB
2' - 9"
DOOR
3' - 4" 28' - 2"
DOOR
3' - 4" 6' - 8 1/2"
7' 3"
D O O R
3' 4"
7' 6"
D O O R
3' 4"
D O O R
3' 4"
9' 4"
+4"
+4"
+4" +4"
+4"
+4"
+4"
+4"
+29"
+29"
+34.5"
+34.5"+35"
+38"
+35"
+38"
S-502-B4
S-502-B4
US Army Corps of Engineers ®
SHEET ID
U S
AR
M Y C O R
PS
O F
EN
G
IN
EE
R S
D R
AW
N B Y:
D
ES
IG
N
ED
B Y:
SU
BM
IT
TE
D B Y:
SI
ZE
C H
EC
KE
D B Y:
AN
SI
D
IS
SU
E D
AT
E:
C O N
TR
AC
T N O
SO
LI
C
IT
AT
IO
N N O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D
AT
E M
AR
K D
ES
C R
IP
TI
O N
Fi le P at h:
Pl ot D at e:
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
N
EW
D
AI
R Y
FO
R
AG
E R
ES
EA
R C H C
EN
TE
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Au to de sk D oc s:
//1 5_ U
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-B 4.
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5/ /2 :0 6:
A M
S-105-B4
ST
R U C
TU
R
AL
C O N C R
ET
E
PL
AN
-W
ES
T
- A
R
EA
B
M
IL
KI
N G P
AR
LO
R
PR
AI
R
IE
D U S
AC
, W I
O M
AH
A D
IS
TR
IC
T
H D R
AR
LI
N G
TO
N , V
IR
G
IN
A
J.
W ille
M . B ro w ns te in
R . R in eh ar t
/0 8/
W F2 0C
W F2 1C
NORTH
KEY PLAN
B4 1/8" 1'-0"S-105-B4
STRUCTURAL CONCRETE PLAN-WEST -
AREA B4 - MILKING PARLOR1
GENERAL NOTES:
1.
2.
3.
PROVIDE CONTROL JOINTS @ 15'-0"
MAXIMUM SPACING
BROOM FINISH ALL OUTSIDE APRONS
SEE EQUIPMENT DRAWING FOR POST
LOCATIONS
R
TA
/0 8/
AD
D
EN
D U M
/2 7/
RFI 11315462
RFI 11315462
S-501-B1
4" 3' /4
6" 6' 1"
4' 1/ 4"
4"
1/ 2"
1/ 2" N O
TC
H 1' 6"
1/ 2" N O
TC
H
+43.5" +43.5" +43.5" +43.5"
+27.5" +27.5" +27.5"+27.5"
1 1 1 1
SL
O
PE
D O W N
SL
O
PE
D O W N
SL
O
PE
D O W N
SL
O
PE
D O W N
SL
O
PE
D O W N
SL
O
PE
D O W N
SL
O
PE
D O W N
SL
O
PE
D O W N
0" 10' - 9" 0" 10' - 5" 0" 10' - 5" 0" 10' - 5" 0"
2' - 1" 5' - 11" 2' - 1" 4" 2' - 1" 5' - 11" 2' - 1" 4" 2' - 1" 5' - 11" 2' - 1" 4" 2' - 1" 5' - 11" 2' - 1"
+36.5"
+29" +29"+29"+29"
+43" +43" +43"
+43"
SL
O
PE
D O W N
SL
O
PE
D O W N
SL
O
PE
D O W N
SL
O
PE
D O W N
SL
O
PE
D O W N
SL
O
PE
D O W N
SL
O
PE
D O W N
SL
O
PE
D O W N
FLUSH FLUME FLUSH FLUME
2 2 2 2
2 2 2 2
+36.5" +36.5"
3 3 3 3
US Army Corps of Engineers ®
SHEET ID
U S
AR
M Y C O R
PS
O F
EN
G
IN
EE
R S
D R
AW
N B Y:
D
ES
IG
N
ED
B Y:
SU
BM
IT
TE
D B Y:
SI
ZE
C H
EC
KE
D B Y:
AN
SI
D
IS
SU
E D
AT
E:
C O N
TR
AC
T N O
SO
LI
C
IT
AT
IO
N N O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D
AT
E M
AR
K D
ES
C R
IP
TI
O N
Fi le P at h:
Pl ot D at e:
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
N
EW
D
AI
R Y
FO
R
AG
E R
ES
EA
R C H C
EN
TE
R
Au to de sk D oc s:
//1 5_ U
SD
A_ D
FR
C _2 2/ A _S
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EP
-B 1.
rv t
5/ /2 8:
:0
AM
S-401-B1
EN
LA
R G
ED
S
TR
U C
TU
R
AL
P
LA
N S
- A
R
EA
B
M
ET
AB
O
LI
C C H
AM
BE
R S
PR
AI
R
IE
D U S
AC
, W I
O M
AH
A, D
IS
TR
IC
T
H D R
AR
LI
N G
TO
N , V
IR
G
IN
IA
J.
W ille
M . B ro w ns te in
R . R in eh ar t
/0 8/
W F2 0C
W F2 1C
NORTH
KEY PLAN
B1
3/8" 1'-0"1
METABOLIC CHAMBERS PAD
ENLARGEMENT
KEYNOTES:
1 FINAL METABOLIC CHAMBERS PAD DIMENSIONS
AND LOCATION TO COORDINATE WITH
MANUFACTUER
2 COORDINATE ROUGH DOOR OPENING
LOCATION IN CONCRETE STEM WALL WITH
CHAMBER MANUFACTUER
GENERAL NOTES:
1. LEVEL 0' - 0" 865' - 4" (T.O. FLUSH FLUME)
R
TA
/0 8/
AD
D
EN
D U M
/1 3/
AD
D
EN
D U M
5/ /2
3 FEED MANGER TO BE TROWEL FINISH WITH 1/4"
THICK BY 36" WIDE TROWELED ON EPOXY
RFI 11287023
RFI 11287023
RFI 11287023 14
RFI 11287023
RFI 11287023
| A-301-B2 - BUILDING CROSS SECTION - AREA B2 - ADVANCED ANIMAL NUTRITION |
| A-310-B2 - WALL SECTIONS (TYPICAL) - AREA B2 - ADVANCED ANIMAL NUTRITION |
| A-310-B6 - WALL SECTIONS - AREA B6 - ROBOTIC MILKING FREESTALL AREA |
| A-310-B15 - WALL SECTIONS - AREA B15 - COMMODITY STORAGE |
| A-501-B6 - DETAILS - AREA B6 - ROBOTIC MILKING FREESTALL AREA |
| A-602-B6 - DOOR DETAILS - AREA B6 - ROBOTIC MILKING FREESTALL AREA |
| I-101-B1 - ROOM FINISH SCHEDULE- AREA B1- METABOLIC CHAMBERS |
| I-101-B15 - ROOM FINISH SCHEDULE - AREA B15 - COMMODITY STORAGE |
| S-105-B4 - STRUCTURAL CONCRETE PLAN-WEST - AREA B4 - MILKING PARLOR |
| S-401-B1 - ENLARGED STRUCTURAL PLANS - AREA B1 - METABOLIC CHAMBERS |
File details come from the government source that posted it. Updated .