W912EK22R0018 Drawings - CTRLSTND.pdf
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- Solicitation number
- W912EK22R0018
About this file
This set of construction drawings and specifications is for a miter gate installation and machinery replacement project at the Brandon Road Lock and Dam in Joliet, Illinois. The work includes demolishing existing control stands, installing new control stands, and replacing related electrical and mechanical systems. The control stands will be prefabricated aluminum buildings housing control console equipment. Additional work involves installing packaged HVAC units, electrical distribution panels, lighting fixtures, and cable sealing fittings. The project is managed by the U.S. Army Corps of Engineers Rock Island District.
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®of Engineers
US Army Corps
U .S
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CONTROL STAND REPLACEMENT
MACHINERY REPLACEMENT
MITER GATE INSTALLATION AND
BRANDON ROAD L&D
ILLINOIS RIVER BASIN
ROCK ISLAND DISTRICT
ELECTRICAL CONTROL STAND E-101
CONTROL STAND MECHANICAL SCHEDULE M-601
DETAILS - CONTROL STAND MISCELLANEOUSS-503
DETAILS - CONTROL STAND ROOF FRAMINGS-502
DETAILS - CONTROL STAND ROOF FRAMINGS-501
SECTIONS - CONTROL STAND WALL COLUMNS-304
SECTION - SUMP PIT SECTION S-303
SECTION - CONTROL STAND S-302
SECTION - CONTROL STAND S-301
ELEVATION - CONTROL STAND S-201
PLAN - CONTROL STAND ROOF FRAMINGS-105
PLAN - CONTROL STAND S-104
PLAN - CONTROL STAND S-103
PLAN - CONTROL STAND DEMOLITIONS-102
PLAN - CONTROL STAND DOWNSTREAMS-101
PLAN - EXISTING CONTROL STAND UPSTREAM DEMOLITIONSD102
PLAN - EXISTING CONTROL STAND DOWNSTREAM DEMOLITIONSD101
COVER SHEET G-001
SHEET TITLESHEET ID
SHEET INDEX
of Engineers
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SHEETS FOR ADDITIONAL DETAILS.
STAND AND PULL CABLES BACK TO MACHINE ROOM RECESS. SEE ELECTRICAL
4. REMOVE ELECTRICAL CABLES FROM CONTROL CONSOLE WITHIN CONTROL
GRIND SMOOTH AT TOP OF CONCRETE.
3/4" ANCHORS EMBEDDED IN THE CONCRETE. CUT ANCHORS AND
3. EACH CONTROL STAND IS ANCHORED TO THE LOCK WALL WITH EIGHT
A BRICK VENEER, AND CONVENTIONAL FRAMED, METAL HIP ROOF.
2. EXISTING CONTROL STANDS ARE A 6'-0" X 6'-0" ALUMINUM BUILDING WITH
STATIONS.
1. CONTROL STAND DEMOLITION REQUIREMENTS ARE FOR FOUR CONTROL
GENERAL SHEET NOTES
EXISTING MACHINERY RECESS
EXISTING MACHINERY RECESS
CONTROL STAND
REMOVE EXISTING
CONTROL STAND
REMOVE EXISTING
A1
SCALE: 3/16" = 1'-0"
PLAN - DOWNSTREAM LANDWALL
A1
SCALE: 3/16" = 1'-0"
PLAN - DOWNSTREAM RIVERWALL
8'0 4' 16' 8'0 4' 16'
STA 94+36.77
MJ
STA 94+78.89
MJ
C PINTLEL
STA 94+32.37
STA 94+36.77
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STA 94+78.89
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C PINTLEL
STA 94+32.37
L1
NO SCALE
EXISTING DOWNSTREAM CONTROL STAND
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ELECTRICAL SHEETS FOR ADDITIONAL DETAILS.
STAND AND PULL CABLES BACK TO MACHINE ROOM RECESS. SEE
REMOVE ELECTRICAL CABLES FROM CONTROL CONSOLE WITHIN CONTROL4.
AT TOP OF CONCRETE.
ANCHORS EMBEDDED IN THE CONCRETE. CUT ANCHORS ANDGRIND SMOOTH
EACH CONTROL STAND IS ANCHORED TO THE LOCK WALL WITH EIGHT 3/4" 3.
BRICK VENEER, AND CONVENTIONAL FRAMED, METAL HIP ROOF.
EXISTING CONTROL STANDS ARE A 6'-0" X 6'-0" ALUMINUM BUILDING WITH A 2.
STATIONS.
CONTROL STAND DEMOLITION REQUIREMENTS ARE FOR FOUR CONTROL1.
GENERAL SHEET NOTES
A1
SCALE: 3/16" = 1'-0"
PLAN - UPSTREAM LANDWALL
A11
SCALE: 3/16" = 1'-0"
PLAN - UPSTREAM RIVERWALL
CONTROL STAND
REMOVE EXISTING
CONTROL STAND
REMOVE EXISTING
RECESS
MACHINERY
EXISTING
RECESS
MACHINERY
EXISTING
8'0 4' 16'8'0 4' 16'
F L
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F L
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STA 101+17.77
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C PINTLE
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STA 101+17.77
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STA 101+62.00
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C PINTLEL
STA 101+13.40L
EXISTING CONTROL STAND
NO SCALE
L1
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HANDRAIL, IF APPLICABLE.
HANDRAIL OFFSET FROM FACE OF LOCK WALL PRIOR TO REMOVAL OF
MIN CLEARANCE FROM CONTROL STAND FACE TO HANDRAIL IS 4'-0". VERIFY 2.
COORDINATE WITH ELECTRICAL SHEETS.1.
GENERAL SHEET NOTES
A1
SCALE: 3/16" = 1'-0"
PLAN - DOWNSTREAM LANDWALL
A11
SCALE: 3/16" = 1'-0"
PLAN - DOWNSTREAM RIVERWALL
8'0 4' 16' 8'0 4' 16'
EL 543 EL 543
STA 95+08.89
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4'-11"
4'-11"
SEE NOTE 2
SEE NOTE 2
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A1
SCALE: 3/16" = 1'-0"
PLAN - UPSTREAM I-WALL
A11
SCALE: 3/16" = 1'-0"
PLAN - UPSTREAM LANDWALL
8'0 4' 16' 8'0 4' 16'
EL 543
EL 543
HANDRAIL, IF APPLICABLE.
HANDRAIL OFFSET FROM FACE OF LOCK WALL PRIOR TO REMOVAL OF
MIN CLEARANCE FROM CONTROL STAND FACE TO HANDRAIL IS 4'-0". VERIFY 2.
COORDINATE WITH ELECTRICAL SHEETS1.
GENERAL SHEET NOTES
STA 101+17.77
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STA 101+62.00
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STA 101+17.77
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STA 101+62.00
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4'-11"
4'-11"
SEE NOTE 2
SEE NOTE 2
FOR FULL HEIGHT AND WIDTH OF STAIRS.
MATERIAL BETWEEN STAIRS AND BUILDING
JOINT. PROVIDE 1/2" EXPANSION JOINT
STAND ON UPSTREAM SIDE OF MONOLITH
PLACE DOWNSTREAM FACE OF CONTROL
FOR FULL HEIGHT AND WIDTH OF STAIRS.
MATERIAL BETWEEN STAIRS AND BUILDING
JOINT. PROVIDE 1/2" EXPANSION JOINT
STAND ON UPSTREAM SIDE OF MONOLITH
PLACE DOWNSTREAM FACE OF CONTROL
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BETWEEN SLAB REINFORCEMENT.
PROVIDE 1'-0" STRAIGHT/BENT #6 BAR AT EACH CORNER OF EACH OPENING 7.
WALLS.
DO NOT CHAMFER MCC CONCRETE CURB EDGES THAT DIRECTLY ABUT 6.
STAGGER REINFORCEMENT SPLICES.5.
ALL REINFORCEMENT SHALL HAVE A MINIMUM OF 2" COVER, UNO.4.
FACES LOCK WHILE OPERATING CONTROLS.
CONTROL STAND ORIENTATION IS SUCH THAT OPERATOR 3.
COORDINATE WITH ELECTRICAL WORK.2.
LANDWALL CONTROL STAND SHOWN. RIVERWALL OPPOSITE HAND.1.
GENERAL SHEET NOTES
7 1/2 "2'-5"7 1/2 "4'-6"7 1/2 "2'-5"7 1/2 "
2 1/2 "
2 1/2 "
/2
/2
/2
/2
12'-3"
/2
/2
/2
/2
2 1/2 "
11'-10"
2 1/2 "
12'-3"
CONCRETE CURB
MCC ON 4"W X 5"H
6"
2'-10 3/4 "
1'-0"3'- 3/4 "4'-1 1/2 "3'- 3/4 "
9'-8 1/2 "6 1/2 "1'-0"
4'- 1/2 " 5'-8"
¾" CHAMFER
/2
W X 6" H CONCRETE CURB
CONTROL STAND CONSOLE ON 4'
¾" CHAMFER
5 1/2 "
/4
/4
/2
/4
/4
LINE ABOVE
INDICATES ROOF
ALUMINUM GUTTER ABOVE
INDICATES PREFINISHED
UPSTREAMDOWNSTREAM
FACE OF LOCK CHAMBER
BACK OF LOCK WALL
A1
SCALE: 1" = 1'-0"
PLAN - LANDWALL CONTROL STAND FLOOR PLAN
0 1' 2'6"
S-503-F1 S-503-F7
S-503-F1
1'-4" X 2'-6" HATCH
S-201
H1
S-201
A10
S-201
A1
S-201
H10
S-304
E1
S-304
A7
S-304
L1
S-304
L7
S-304
L7
S-304
A1
S-303
A1
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ALUMINUM GUTTER ABOVE
INDICATES PREFINISHED
A1
SCALE: 1" = 1'-0"
PLAN - LANDWALL ROOF SUPPORT BEAM PLAN
0 1' 2'6"
BETWEEN SLAB REINFORCEMENT.
PROVIDE 1'-0" STRAIGHT/BENT #6 BAR AT EACH CORNER OF EACH OPENING 7.
WALLS.
DO NOT CHAMFER MCC CONCRETE CURB EDGES THAT DIRECTLY ABUT 6.
STAGGER REINFORCEMENT SPLICES.5.
ALL REINFORCEMENT SHALL HAVE A MINIMUM OF 2" COVER, UNO.4.
OPERATING CONTROLS.
CONTROL STAND ORIENTATION IS SUCH THAT OPERATOR FACES LOCK WHILE 3.
COORDINATE WITH ELECTRICAL WORK.2.
LANDWALL CONTROL STAND SHOWN. RIVERWALL OPPOSITE HAND.1.
5 1/4 "11'-4 1/2 "5 1/4 "
/4
/2
/4
T
R E
A D
S
3'-4"
CONCRETE STAIRS AND LANDING
C A
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T A
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S C
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D
IN
G
LINE ABOVE
INDICATES ROOF
HANDRAIL
ALUMINUM
6 1/4 "3'- 1/2 "5'-1 1/2 "3'- 1/2 "6 1/4 "
15'-7"
5 1/4 " 5 1/4 " 5 /4
/4
/2
/4
/4
12'-3"
W8X18
CL
W8X18
CL
COLUMN
CL
COLUMN
CL
COLUMN
CL
C O
L U
M N
C L
7½" SQ COLUMN 7½" SQ COLUMN
5½X7½" COLUMN
COLUMN
CL
UPSTREAM
FACE OF LOCK CHAMBER
DOWNSTREAM
BACK OF LOCK WALL
S-501-A1
S-501-H1
S-502-A1 S-502-H1
S-302
A1
S-301
A1
S-302
A11
S-302
A16
S-302
A6
H1
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2'-0"2'-0"1'-6"1'-6"1'-6"1'-6"2'-0"2'-0"
1'-2 1/2 "1'-2 1/2 "
16'-7"
RAFTER TYP
2X4 HIP
TYP
2X4 TRUSSES
RAFTER TYP
2X4 JACK
A1
SCALE: 1" = 1'-0"
PLAN - ROOF FRAMING PLAN
0 1' 2'6"
PLAN FOR APPROVAL.
MANUFACTURED TRUSSES SHALL BE USED. SUBMIT DESIGN AND FRAMING 4.
CONCRETE COLUMN IS LOCATED ON THE DOWNSTREAM SIDE ONLY.3.
OF LANDSIDE BEAM.
HOLES FOR CONNECTING 2x6 WOOD PLATES ARE NOT REQUIRED IN BOTTOM
HOLES ARE REQUIRED IN BOTH TOP AND BOTTOM OF LOCKSIDE WALL. 2.
WALL. PROVIDE ANCHORS ON LANDSIDE WALL ALSO AT LOCATIONS SOWN.
CONCRETE COLUMNS ARE ON THE LOCKSIDE ONLY. LANDSIDE IS CONCRETE 1.
S-503-A1
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H1
SCALE:
ELEVATION - FRONT
A1
SCALE:
ELEVATION - UPSTREAM
A10
SCALE:
ELEVATION - BACK
H10
SCALE:
ELEVATION - DOWNSTREAM
HALT SHINGLESASP
PROJECT OUT
COLUMNS TYP
WITH SLIP-ON FITTINGS. TYP
1½" OD ALUMINUM HANDRAIL
AND LANDING
CONCRETE STAIRS
TYP
LAMINATED GLASS.
1" INSULATED AND
FINISH. TYP
SMOOTH CONCRETE
TYP
FINISH CONCRETE.
SPLIT FACE ROCK
4.5
0 2' 4'1' 0 2' 4'1'
0 2' 4'1'0 2' 4'1'
12'-3"3'-4"
15'-7"
PROJECT OUT
4.5
HALT SHINGLESASP
COLOR OF WINDOW FRAME
PAINT TO MATCH BRONZE
ALUMINUM DOOR AND FRAME,
3'-0" X 6'-8" X 1¾" INSULATED
½" INSULATED GLASS
AND LANDING
CONCRETE STAIRS
FINISHED FLOOR
TOP OF LOCK WALL
ISULATED GLASS. TYP
WINDOW UNIT WITH ½"
PREFINISHED ALUMINUM
WITH SLIP-ON FITTINGS. TYP
1½" OD ALUMINUM HANDRAIL
R
IS
E R
S ⅞ /4
11'-3"
/2
4'-2"2'-4 15/16 "
3'-0"4'-1 1/2 "
HALT SHINGLESASP
GLASS. TYP
1" INSULATED
FINISH CONCRETE. TYP
SPLIT FACE ROCK
CONCRETE. TYP
SMOOTH FINISH
FIXEDSLIDING
TOP OF LOCK
FINISHED FLOOR
ISULATED GLASS. TYP
WINDOW UNIT WITH ½"
PREFINISHED ALUMINUM
/4
/4 T
Y P
CONCRETE. TYP
SMOOTH FINISH
FINISH CONCRETE. TYP
SPLIT FACE ROCK
WRAC. SEE E-109 FOR DETAILS.
HOLE FOR WINDOW MOUNT
WITH SLIP-ON FITTINGS. TYP
1½" OD ALUMINUM HANDRAIL
HALT SHINGLESASP
LANDING
CONCRETE STAIRS AND
T Y
P
4.5
4.5
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S-304
J13
S-304
A13
S-304
E7
S-304
L1
S-503
L7
H1
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A1
SCALE: 1 1/2"=1'-0"
SECTION - CONTROL STAND
1' 2'0 6"
ELECTRICAL CABINETS
BAPOR BARRIER
R-19 BATT INSULATION WITH
AT EACH RAFTER SPACE
PROVIDE INSULATION BAFFLE
5/8" ROOF SHEATHING
FRAMING PLAN SHOWN ON SHEET S-105
HURRICANE ANCHORS. SEE ROOF
TRUSSEDS, ANCHOR TO PLATES WITH
CUT 2X4 WOOD FASCIA
W8X18
1/2" MDO PLYWOOD (PAINT)
VAPOR BARRIER ON INTERIOR SIDE ONLY. TYP
FILL VOIDS WITH BATT INSULATION, PROVIDE
"F" CHANNEL
FRAMES
SHALL MATCH ALUMINUM WINDOW
1/2" PLYWOOD AND FACSIA, COLOR
PRFINISHED BREAK ALUMINUM OVER
COLOR SHALL MATCH WINDOW FRAME
PREFINISHED ALUMINUM VENTED SOFFIT.
SOLOR SHALL MATCH WINDOW FRAMES
PREFINISHED ALUMINUM FACSIA COVER,
MATCH WINDOW FRAMES
AND DOWNSPOUT. COLOR SHALL
PREFINISHED ALUMINUM GUTTER
WINDOW FRAME. TYP
SEALANT ALL AROUND
#4@18" AROUND CURB
IN FLOOR
CENTERED VERTICALLY
CABLE SEALING DIVIDE
IN FLOOR
CENTERED VERTICALLY
CABLE SEALING DIVIDE
FORMED IN NEW CONCRETE.
TRENCH SMOOTH, WHERE NOT
GRIND FLOOR AND SIDES OF
PENETRATION UNDER CONTROL STAND
ARE NOT PLACED THROUGH TRENCH
STAGGER ANCHORS SUCH THAT ANCHORS
CONCRETE EDGES TO 2" CHAMFER
BOTTOM OF THE CONTROL STAND GRIND
EXTEND UTILITY TRENCH INTO THE
THROUGH ENTIRE CONTORL STAND FOUNDATION
DOWNSTREAM CONTROL STAND TRENCH TO EXTEND
CONTOL STAND. DOWNSTREAM CONTROL STAND ONLY.
PLACED THROUGH TRENCH PENETRATION UNDER
STAGGER ANCHORS SUCH THAT ANCHORS ARE NOT
PERIMETER OF BUILDING
STOP AROUND
HYDROPHILIC WATER
THE 1'-0" SECTION BELOW
EMBED #6 BARS 2'-6" INTO
STEEL PLATE WITH STUDS@ 1'-6" OC
1/4" X 5 1/2" X FULL LENTH STAINLESS
#6 @ 12"
PAPER. ROOFING NOT SHOWN FOR CLARITY
ASPHALT SHINGLES OVER 15 LB BUILDING
BOLTS WITH WASHERS. COUNTERSINK THE BOLT HEADS
2X6 PLATES - ANCHOR TO STEEL BEAM WITH 3/8" DIA
APPLY DIRECT TO SHEATHING.
PREFINISHED METAL DRIP EDGE.
#3 ALL AROUND #4 @ 18" AROUND CURB
#6 @ 12"
#6 @ 12"
CONTROL STAND CONSOLE
ANCHORS. EMBED 4" INTO EPOXY GROUT.
CURB WITH 1/" DIA STAINLESS STEEL
ATTACH CONTROL STAND CONSOLE TO
#3 ALL AROUND
CONTROL STAND CONSOLE
COORDINATE WITH NEW
4"WX6"H CONCRETE CURB,
4" INTO EPOXY
STEEL ANCHORS. EMBED
WITH 1/2" DIA STAINLESS
ATTACH MCC TO CURB
COORDINATE WITH NEW MCC.
4"WX5"H CONCRETE CURB.
5°
4'-0"
1'-0"
/1
2'-3"
/2
4'-0" CLEAR FROM WALL TO HANDRAIL
/2
LOCK SIDELAND SIDE
TOP OF LOCKWALL
PERIMETER OF FOUNDATION
1'-0" INTO EPOXY GROUT AROUND
INTO TOP OF LOCKWALL MINIMUM
EXTEND EVERY OTHER #6 BAR
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
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P S O
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A1
SCALE: 1 1/2" = 1'-0"
SECTION
INTO 1'-0" WIDE WALL
EXTEND #3 BAR 2'-0"
#3 VERTICAL BAR
#3 HOOP @ 12" OC
1/4"X4" STUD
ALLOWED
STUD WELD
FOR TYPICAL NOTES
SHOWN ON SHEETS S-301
SEE BUILDING SECTION
2" BOLTS WITH NUTS
WITH FOUR 1/2" DIA X
PL 1/2" X 5 1/2" X 5 1/2"
2" BOLTS WITH NUTS
WITH FOUR 1/2" DIA X
PL 1/2" X 5 1/2" X 5 1/2"
BOLTS WITH NUTS
WITH FOUR 1/2" DIA X 2"
PL 1/2" X 5 1/2" X 5 1/2"
BOLTS WITH NUTS
WITH FOUR 1/2" DIA X 2"
PL 1/2" X 5 1/2" X 5 1/2"
COVER
MAINTAIN CONCRETE
CORNER COLUMN TO
CUT VERTICAL BAR AT
SOWN ON SHEET S-301
SEE BUILDING SECTION
FOR WALL REINFORCING
#3 BAR
1/4"X4" STUD
FOR TYPICAL NOTES
SOWN ON SHEETS S-301
SEE BUILDING SECTION
FOR TYPICAL NOTES
SOWN ON SHEETS S-301
SEE BUILDING SECTION
SHEET S-301
BUILDING SECTION SHOWN ON
FOR WALL REINFORCING SEE
#6 BAR IN COLUMN
1/4"X4" STUD
FOR TYPICAL NOTES
SHOWN ON SHEET S-301
SEE BUILDING SECTION
#6 BAR IN COLUMN
1/4"X4" STUD
A6
A11
A16
1' 2'0 6" 1' 2'0 6" 1' 2'0 6" 1' 2'0 6"
/2
E M
B E
D M
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F
B
A R
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E M
B E
D M
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T O
F
B
A R
/2
/4
7 1/2 "
7 1/2 "
SQUARE COLUMNS
USE SELF CONSOLIDATING CONCRETE MIX FOR CONTROL STAND 7 1/2" 1.
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W E
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P S O
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H1
SCALE: 1 1/2"=1'-0"
SECTION - STAIR REINFORCING
A1
SCALE: 1 1/2"=1'-0"
SECTION - SUMP PIT
PREVENT PONDING WATER ON STAIRS.
STAIRS TO HAVE 1% CROSS SLOPE AWAY FROM CONTROL STAND TO 2.
SPECIFICATIONS FOR DETAILS ON NOSING.
CONTRACTOR SHALL INSTALL STAIR NOSING ON STAIRS. SEE 1.
GENERAL SHEET NOTES
SHEET S-301 FOR REINFORCING.
CONTROL STAND FLOOR. SEE
RECESSED HATCH
SHEETS S-301 FOR REINFORCING.
CONTROL STAND EXTERIOR WALL. SEE
SUMP PIT. TYP OF 2
AROUND PERIMETER OF
HYDROPHILIC WATERSTOP
#6B @ 1'-0"
#6B @ 1'-0"
EACH FACE
#6 HORIZONTAL @ 1'-10"
1'-0" IN EPOXY GROUT
3 #6 EVENLY SPACED EMBED
2 SPACES @ 1'-1" = 2'-2"
1'-10"
1' 2'0 6"
1' 2'0 6"
9'-0"
#6 @ 12" EMBEDED 1'-0" IN EPOXY GROUT
B /8
R
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S /8 /4
CASTING, TYP
STAIR NOSE
SHEET KEYNOTES
CROSS SLOPE TO DRAIN.1.1
FOR LOCATIONS
PLAN AND ELEVATION
WINDOW UNIT, SEE
FIXED OR SLIDING
FOR LOCATIONS
PLAN AND ELEVATION
WINDOW UNIT, SEE
FIXED OR SLIDING
VERTICAL BARS
#3 BARS
#3 HOOPS 12" O.C.
FOR LOCATIONS
PLAN AND ELEVATION
WINDOW UNIT, SEE
FIXED OR SLIDING
VERTICAL BARS
#3 BARS
#3 HOOPS 12" O.C.
ALUMINUM DOOR FRAME
#6 BAR
AND ELEVATION FOR LOCATIONS
FIXED WINDOW UNIT, SEE PLAN
1'-0" THICK WALL SECTION
#4 BAR @ 12" EMBED 9" INTO
ALUMINUM DOOR FRAME
THICK WALL SECTION
EMBED 18" INTO 1'-0"
#6 VERTICAL BAR
#6 BAR
DOORWINDOW / DOOR
#6 @ 12
AND FRAME
ALUMINUM DOOR
#6 @ 12"
ELEVATION FOR LOCATIONS
UNIT, SEE PLAN AND
SLIDING WINDOW
DETAIL
SCALE: 3" = 1'-0"
A1
A7
E1
E7
L7
L1
6"0 3" 1' 6"0 3" 1'
6"0 3" 1'6"0 3" 1'
6"0 3" 1' 6"0 3" 1'
#6 @ 12"
#6 @ 12"
6"0 3" 1'SCALE: 1" = 1'-0"
A13
DETAIL
SECTION - COUPLING NUT
F13
6"0 3" 1'
STAINLESS STEEL PLATE
3/8"x2'-5 1/2"x 3'-5 1/2"
AROUND PERIMETER OF OPENING
1/4"x3" STAINLESS STEEL PLATE
CONTROL STAND.
OPEN AREA UNDER NEW
TOP OF LOCK WALL
1/2 "
STEEL PLATES AT CORNERS.
OPENING. WELD STAINLESS
AROUND PERIMETER OF
STEEL COUPLING NUT
PLATE WITH STAINLESS
1/4"x3" STAINLESS STEEL
1/2" STAINLESS STEEL BOLT AND WASHER (TYP OF 6)
SECTION - WRAC MOUNT
J13
6"0 3" 1'
/2
SQUARE COLUMNS
USE SELF CONSOLIDATING CONCRETE MIX FOR CONTROL STAND 7 1/2" 2.
COMPOUND TO ALL THREADS PRIOR TO INSTALLATION.
INSTALL SOCKET SET SCREWS IN ALL COUPLING NUTS, APPLY ANTI-SEIZE 1.
GENERAL SHEET NOTES
#6 BAR
#6 VERTICAL BAR @ 12"
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
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A1
SCALE: 3"=1'-0"
S-501-A1 - LOCKSIDE BEAM
H1
SCALE: 3"=1'-0"
S-501-H1 - LANDSIDE BEAM
6"0 3" 1'
6"0 3" 1'
/4
10 1/8 "2'-0"4 SPACES @ 1'-6" = 6'-0"2'-0"10 3/16 "
7'-10 9/16 "
W8X18
Ø 7/16" TYP
2 3/16 " TYP
3 1/4 "2'-9 1/4"3 1/4 "4'-10 1/4"3 1/4 "2'-9 1/4"3 1/4 "
1 1/4 "1 1/4 "
Ø 9/16" TYP
BOTTOM FLANGE
TOP FLANGE
END VIEW
/8
/8
1"
R 3/4" TYP
PL 1/4"
TYP
Ø 13/16"
TYP
/4
T Y
P
T Y
P
10 3/16 "2'-0"4 SPACES @ 1'-6" = 6'-0"2'-0"10 1/8 "
11'-6 1/4"
3 1/4 "2'-9 1/4"3 1/4 "4'-10 1/4"3 1/4 "2'-9 1/4"3 1/4 "
1 1/4 "1 1/4 "
/4
T Y
P
/4
T Y
P
2 1/8 " TYP
TYP
END VIEW
R 3/4" TYP
PL 1/4"
TYP
Ø 13/16"
/8
/8
1"
CLIP EDGES OF STIFFENER PLATE AS NEEDED TO WRAP WELDS.1.
GENERAL SHEET NOTES
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P S O
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A1
SCALE: 3"=1'-0"
S-502-A1 - UPSTREAM BEAM
H1
SCALE: 3"=1'-0"
S-502-H1 - DOWNSTREAM BEAM
2 3/4 "8 3/8 "2'-3"2 SPACES @ 1'-9" = 3'-6"2'-3"9 5/8 "2 3/4 "
2 3/4 "1'-5 1/8 "3 1/4 "2'-7 3/16 "3 1/4 "3'-9 5/8 "2 3/4 "
9'-6"
6"0 3" 1'
6"0 3" 1'
3'-9 5/8 "3 1/4 "3'-8 3/4"3 1/4 "1'-5 1/8 "
9 5/8 "2'-3"2 SPACES @ 1'-9" = 3'-6"2'-3"8 3/8 " 2 3/4 "2 3/4 "
9'-6"
9'-11 1/2"
9'-11 1/2"
Ø 9/16" TYP
Ø 7/16" TYP
W8X18
TYP
Ø 13/16"
R 1/2"
/8
/8
/8
/4 T
Y P
1 1/8 " TYP
/4
/4
/4
/4
Ø 9/16" TYP
W8X18
Ø 7/16" TYP
/8
/8
/8
1 1/8 " TYP
/4 T
Y P
TYP
Ø 13/16"
R 1/2"
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S-503-A7 - HATCH FRAME
SCALE: 1"=1'-0"
A7
S-503-F1 - CABLE SEALING DEVICE
SCALE: 1 1/2"=1'-0"
F1
S-503-F7- CABLE SEALING DEVICE
SCALE: 1 1/2"=1'-0"
F7
S-503-A13 - STAINLESS STEEL HATCH PLATE
A13
1' 2'0 6" 1' 2'0 6"
0 1' 2'6"0 1' 2'6"
3'-6"
1'-8"1'-8"1" 1"
3"
TYP OF 6
NUT FOR 1/2"X2" SS BOLT.
STAINLESS STEEL COUPLING
STEEL PLATE
1/4"X3" STAINLESS
Ø 12" TYP
11 3/8 "
/4
1'-3 1/16 "
1'-8"1'-8"
/2
3/4 " 3/4 "
3'-5 1/2 "
1" TYP
/4
1'-2 1/16 "1'-1 3/8 "1'-2 1/16 "
7 1/4 " 7 1/4 "
/4
/4
/2
MESH SCREEN
STAINLESS STEEL
HANDLE
STAINLESS STEEL
1/2" BOLT. TYP OF 6
Ø 9/16" HOLE FOR
1/4" BOLT. TYP OF 4
Ø 5/16" HOLE FOR
7"
4 FRAME SPACE
1 FRAME SPACE
.5
21.0"
19.5"
0.62"
.6
4"
20 SPACES
MOUNTING FRAME
APPLICATIONS
SUITABLE FOR MARINE
SEALING BLOCK
.8
FRONT
MATERIAL
SPECIAL ELASTOMETRIC
7"
4 FRAME SPACE
1 FRAME SPACE
MATERIAL
SPECIAL ELASTOMETRIC
FRONT
.8
MOUNTING FRAME
30 SPACES
0.62"
.6
4"
.5
29.25"
25.25"
OVERLAP AROUND 5/16 INCH FASTENERS
WIRE WITH MINIMUM 75% OPEN AREA. CUT TO SIZE TO PROVIDE 1 INCH
STAINLESS STEEL MESH SCREEN TO BE WELDED 16 GAUGE DIAMETER 3.
MANUFACTURER
LOCATE AS SHOWN ON S-103 AND COORDINATE WITH ELECTRICAL CABINET 2.
RATING. PROVIDE DEVICES WITH 50% SPARE FUTURE CABLE CAPACITY.
WALL" BARRIER, CABLE/CONDUIT SEALING DEVICE WITH WATERTIGHT
SHEET. DESIGN BASIS IS THE COPPER-CROUSE HIND TW SERIES, "THRU-
THE MCC AND TRHE CONTROL STNAD CONSOLE. SEE DETAILS ON THIS
FOR CABLE PENETRATIONS THRU FLOOR UP INTOT THE INSIDE OF BOTH
PROVIDE CABLE PENETRATION BARRIERS, COMPRESSION SEALING FITTING 1.
GENERAL SHEET NOTES
DETAIL
SCALE: 3"=1'-0"
L1
DETAIL
SCALE: 3"=1'-0"
L7
S-503-A1 - HATCH FRAME ASSEMBLY
A1 0 1' 2'6"
3/4 "
/4
3/4 " TYP
/4 T
Y P
TYP
45°
6"0 3" 1'6"0 3" 1'
/4 T
Y P
1/4 " TYP
S-503-A7
S-503-A13
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M-601
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THE SALIENT CHARACTERISTICS OF THE BASIS OF DESIGN.
CHARACTERISTICS OF THE SUBSTITUTED MANUFACTURER MEET OF EXCEED
MANUFACTURERS ARE ALLOWED AS LONG AS THE SALIENT
ALL LISTED MANUFACTURERS ARE THE BASIS OF DESIGN. OTHER 1.
GENERAL SHEET NOTES
A1
SCALE: NO SCALE
SCHEDULE
PROVIDE WALL SLEEVE FOR EASE OF INSTALLATION5
PROVIDE POWER CORDED PLUG-IN MODEL WITH NEMA 6-30P PLUG AND CURRENT LEAK PROTECTION.4
PROVIDE STANDARD OUTDOOR GRILLE, INSECT BARRIER, AND IMPACT RESISTANT FRONT COVER. 2
UNIT DUAL RATED FOR 208/2301
NOTES
PTC123G50AAMANABY MNFR27.6507022.1230/1/60WALL PLUG11R-410A51710011900310PTAC-1
MODELMAKEMCAWATTSAMPSV/PH/HZ
DESIGN BASIS
CONTROL
ELECTRICAL
DISCONNECTEERREFRIGERANT
KW
ELECTRIC HEAT SIZE,
HEATING (BTU)COOLING (BTU)CFMUNIT
PACKAGED TERMINAL AIR CONDITIONER SCHEDULE
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CTRL STND
W E
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-20 DEG C. WALL MOUNT ABOVE DOOR ENTRANCE.
FIXTURE, 4000K, GASKETED IP65 RATED, EMERGENCY BATTERY BACKUP TO
LIGHT FIXTURE F2: PROVIDE LED ARCHITECTURAL WALL-PACK LIGHT 11.
BYPASSED AT THIS TIME.
OPERATE AT THE 120/240V INPUT. THE 30KVA TRANSFORMER SHALL BE
CONTRACTOR SHALL INSTALL THE 120/208V DISTRIBUTION PANELBOARD TO 10.
SEE STRUCTURAL SHEETS FOR CONTROL STAND CONSTRUCTION DETAILS.9.
LOCATED TOWARDS LOCK CHAMBER SIDE WINDOW.
SIDE OF CONTROL STAND SHELTER, AND CONTROL CONSOLE MUST BE
NOTE THAT CONTROL STAND STAIRS MUST ALWAYS TO BE ON DOWNSTREAM 8.
STAINLESS STEEL SCREWS.
STAND MUST HAVE NEOPRENE RUBBER GASKET AND BE BOLTED ON USING
ACCESS HATCH FOR CABLE ACCESS TO THE UNDERSIDE OF EACH CONTROL
LOCATE STAIRS ON DOWNSTREAM SIDE OF EACH CONTROL STAND. LARGE 7.
PROPER SUPPORT FOR MOUNTING.
BUILDING CONTRACTOR TO PROVIDE TYPICAL OPENING DIMENSIONS AND
PROVIDE PACKAGED AIR CONDITIONER PER M-601. COORDINATE WITH 6.
MOUNT AT DOOR ENTRANCE.
HEAVY DUTY DIMMING WALL SWITCH, WET LOCATION RATED, SURFACE
4000K, GASKETED, VAPOR TIGHT, DIMMABLE DOWN TO 10%. INSTALL 20A
LIGHT FIXTURE F1: PROVIDE 1X4 INTERIOR LIGHT FIXTURE SHALL BE LED, 5.
FUTURE CABLE CAPACITY.
PENETRATION WITH SILICONE CAULK. DEVICE MUST HAVE 50% SPARE
PENETRATES WALL OR FLOOR, AND SEAL AROUND EACH SIDE OF CONDUIT
PROVIDE COMPRESSION SEALING FITTINGS IN ENDS OF CONDUIT THAT 4.
PROVIDE NAME PLATE FOR MCC AND ON PANEL BOARD DOOR(S). 3.
TO SEAL AROUND BUSHING.
SHALL USE THREADED CONDUIT BUSHINGS IN ADDITION TO SILICONE CAULK
SOFFIT AS CLOSE TO EXTERIOR WALL AS PRACTICAL. SOFFIT PENETRATION
CONDUITS INTO SOFFIT AREA. CONDUIT SHALL PENETRATE ALUMINUM
CONNECTION TO ANTENNA. CUT TOP OF PLATE AS REQUIRED TO ROUTE
PROVIDE CONDUIT WITH NYLON PULL STRING AND CAP FOR EXTERIOR 2.
OTHERWISE NOTED.
SURFACE INSTALL ALL WALL MOUNTED ELECTRICAL EQUIPMENT UNLESS 1.
GENERAL SHEET NOTES
A1
SCALE: 3/4" = 1'-0"
PLAN - CONTROL STAND ELECTRICAL
1'-4" X 2'-6"
HATCH
DISTRIBUTION
480/277V
MCC MCC
NOTED)
UNLESS OTHERWISE
FLOOR (TYPICAL
MOUNTED +30" ABOVE
ARE GFCI SURFACE
ALL RECEPTACLES
SURFACE MOUNT
RECEPTACLE BOX,
TELEPHONE JACK
COAXIAL JACK &
RECEPTACLE
TELEPHONE
3/4" RGS TO
CEILING
MOUNTED TIGHT TO
TELEPHONE JB WALL
8" X 4" X 4"
SEE DETAILS SHEET S-503
IN FLOOR
CABLE COMPRESSION-SEALING DEVICE
4" W X 6" H CONCRETE CURB
CONTROL CONSOLE ON
SEE NOTE 5
(ANTENNA BY OTHERS)
FOR FUTURE ANTENNA
3/4" RGS CONDUIT
F1
WP
D
UNIT
STRUCTURAL FOR
BEING PROVIDED BY
LOCATION WITH HOLE
COORDINATE HVAC
1 15
10,12
2,4
G
G
G G
G
120/208V
XFRM
30KVA
DISTRIBUTION AND
120/208V
NOTE 10
18F2
WALL PACK LIGHT
PROVIDE EXTERIOR
QUADPLEX RECEPTACLE BELOW
SURFACE MOUNT WITH DEDICATED
FIBER OPTIC FAN OUT (BREAK OUT) PANEL
2'0 1' 4'
NOTE: SOFFIT NOT SHOWN
| B5IWLD03202101_CTRL STND_G-001 |
| B5IWLD03202101-CAD_SHEET-2021-05-18-CTRLSTND-G-001 |
| B5IWLD03202101_CTRL STND_SD101 |
| B5IWLD03202101-CAD_SHEET-2021-05-18-CTRLSTND-SD101 |
| B5IWLD03202101_CTRL STND_SD102 |
| B5IWLD03202101-CAD_SHEET-2021-05-18-CTRLSTND-SD102 |
| B5IWLD03202101_CTRL STND_S-101 |
| B5IWLD03202101-CAD_SHEET-2021-05-18-CTRLSTND-S-101 |
| B5IWLD03202101_CTRL STND_S-102 |
| B5IWLD03202101-CAD_SHEET-2021-05-18-CTRLSTND-S-102 |
| B5IWLD03202101_CTRL STND_S-103 |
| B5IWLD03202101-CAD_SHEET-2021-05-18-CTRLSTND-S-103 |
| B5IWLD03202101_CTRL STND_S-104 |
| B5IWLD03202101-CAD_SHEET-2021-05-18-CTRLSTND-S-104 |
| B5IWLD03202101_CTRL STND_S-105 |
| B5IWLD03202101-CAD_SHEET-2021-05-18-CTRLSTND-S-105 |
| B5IWLD03202101_CTRL STND_S-201 |
| B5IWLD03202101-CAD_SHEET-2021-05-18-CTRLSTND-S-201 |
| B5IWLD03202101_CTRL STND_S-301 |
| B5IWLD03202101-CAD_SHEET-2021-05-18-CTRLSTND-S-301 |
| B5IWLD03202101_CTRL STND_S-302 |
| B5IWLD03202101-CAD_SHEET-2021-05-18-CTRLSTND-S-302 |
| B5IWLD03202101_CTRL STND_S-303 |
| B5IWLD03202101-CAD_SHEET-2021-05-18-CTRLSTND-S-303 |
| B5IWLD03202101_CTRL STND_S-304 |
| B5IWLD03202101-CAD_SHEET-2021-05-18-CTRLSTND-S-304 |
| B5IWLD03202101_CTRL STND_S-501 |
| B5IWLD03202101-CAD_SHEET-2021-05-18-CTRLSTND-S-501 |
| B5IWLD03202101_CTRL STND_S-502 |
| B5IWLD03202101-CAD_SHEET-2021-05-18-CTRLSTND-S-502 |
| B5IWLD03202101_CTRL STND_S-503 |
| B5IWLD03202101-CAD_SHEET-2021-05-18-CTRLSTND-S-503 |
| B5IWLD03202101_CTRL STND_M-601 |
| B5IWLD03202101-CAD_SHEET-2021-05-18-CTRLSTND-M-601 |
| B5IWLD03202101_CTRL STND_E-101 |
| B5IWLD03202101-CAD_SHEET-2021-05-18-CTRLSTND-E-101 |
| B5IWLD03202101_CTRL STND_G-001.pdf |
| B5IWLD03202101-CAD_SHEET-2021-05-18-CTRLSTND-G-001 |
| B5IWLD03202101_CTRL STND_SD101.pdf |
| B5IWLD03202101-CAD_SHEET-2021-05-18-CTRLSTND-SD101 |
| B5IWLD03202101_CTRL STND_S-503.pdf |
| B5IWLD03202101-CAD_SHEET-2021-05-18-CTRLSTND-S-503 |
| B5IWLD03202101_CTRL STND_S-502.pdf |
| B5IWLD03202101-CAD_SHEET-2021-05-18-CTRLSTND-S-502 |
| B5IWLD03202101_CTRL STND_S-501.pdf |
| B5IWLD03202101-CAD_SHEET-2021-05-18-CTRLSTND-S-501 |
| B5IWLD03202101_CTRL STND_S-304.pdf |
| B5IWLD03202101-CAD_SHEET-2021-05-18-CTRLSTND-S-304 |
| B5IWLD03202101_CTRL STND_S-303.pdf |
| B5IWLD03202101-CAD_SHEET-2021-05-18-CTRLSTND-S-303 |
| B5IWLD03202101_CTRL STND_S-302.pdf |
| B5IWLD03202101-CAD_SHEET-2021-05-18-CTRLSTND-S-302 |
| B5IWLD03202101_CTRL STND_S-301.pdf |
| B5IWLD03202101-CAD_SHEET-2021-05-18-CTRLSTND-S-301 |
| B5IWLD03202101_CTRL STND_S-201.pdf |
| B5IWLD03202101-CAD_SHEET-2021-05-18-CTRLSTND-S-201 |
| B5IWLD03202101_CTRL STND_S-105.pdf |
| B5IWLD03202101-CAD_SHEET-2021-05-18-CTRLSTND-S-105 |
| B5IWLD03202101_CTRL STND_S-104.pdf |
| B5IWLD03202101-CAD_SHEET-2021-05-18-CTRLSTND-S-104 |
| B5IWLD03202101_CTRL STND_S-103.pdf |
| B5IWLD03202101-CAD_SHEET-2021-05-18-CTRLSTND-S-103 |
| B5IWLD03202101_CTRL STND_S-102.pdf |
| B5IWLD03202101-CAD_SHEET-2021-05-18-CTRLSTND-S-102 |
| B5IWLD03202101_CTRL STND_S-101.pdf |
| B5IWLD03202101-CAD_SHEET-2021-05-18-CTRLSTND-S-101 |
| B5IWLD03202101_CTRL STND_M-601.pdf |
| B5IWLD03202101-CAD_SHEET-2021-05-18-CTRLSTND-M-601 |
| B5IWLD03202101_CTRL STND_E-101.pdf |
| B5IWLD03202101-CAD_SHEET-2021-05-18-CTRLSTND-E-101 |
| B5IWLD03202101_CTRL STND_SD102.pdf |
| B5IWLD03202101-CAD_SHEET-2021-05-18-CTRLSTND-SD102 |
File details come from the government source that posted it. Updated .