Reference_Drawing_M-L6-78-401_(Downstream_Control_Stand).pdf
PDF 983 KB Posted
- Attached to
- LD 6 Joint Sealant Repair Federal contract opportunity
- Solicitation number
- W912ES19T0103
About this file
Reference Drawing for Downstream Control Stand
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| W912ES19T0103_LD_6_Joint_Repair_Amendment_0002.pdf | ||
| W912ES19T0103_LD_6_Joint_Repair_Amend_0001.pdf | ||
| W912ES19T0103_LD_6_Joint_Repair.pdf |
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Text version
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91-10" 2
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7" 8'-0"
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FLOOR PLAN
DOWNSTREAM CONTROL STAND (CSI)
SCALE: 'A" = 1'-0"
I 2
. 172" BF---
7"
4" -=.-4
4"
D
LLI
METAL STANDING
SEAM ROOF
-- SMOOTH
BUILDING PAPER
-- 3" NAILABLE
INSULATION
SCREWS SHALL
NOT EXTEND PAST
METAL DECKING
3/4" PERLITE
1 1/2" MTL. DECK
3" PRECAST CONC PANEL
31/2"
1-
/0 R-, 31 1 22]1': i*:: OX-
A. ' :A ' . 4U>\v/\>'\3/i/</
1 \
SECTION
WALL SECTION
SCALE: 1'/2"= 1'-0"
A
_1
_1
LL 4
-1
111 M
<0
LL .J
FILL VOID W/ INSUL
VAPOR BARRIER ON INSIDE
FACE OF INSUL (TYP)
6" MTL STUDS
5/8" GYP BD
WATER RESISTANT
4" RUBBER BASE STRIP
TOP OF CURB
EL. -3'-5"
POURED-IN-PLACE CONC SLAB
RIGID INSULATION
POURED-IN-PLACE CONC CURB
MONOLITH WALL
TOP OF LOCK WALL
EL. -4'-0"
W
LU
B
TSSX5
STEEL
FRAME
li
A
A 8 -(D
PRECAST CONC
WALL PANEL
ALUM. DOOR
EXP ANCOR
LOCATED &
INSTALLED
PER FLOOD
PANEL MFR.
REQUIREMENTS
TOP OF STEEL .-
EL. +4'-4"
5/8" GYP BOARD
WATER RESISTANT
iR \» - ALL WOOD TREATED
5" STL TUBE FRAME
-Al - 3/4" REVEAL
ALUM WINDOW FRAME
1" INSUL GLASS
4 4 ALUM EXTENSION SILL
TB 5"XS"X.25 STL.
TUBE FRAME (TYP.)
B
(D
NATURAL FINISH %
ALUMINUM
WINDOW AND TRIM --'
61 ciw
1 1 ZZ
2-1 0<
'lon-
SHT MTL
STANDING
SEAM ROOF
8 (A)
I 2
8g-
11'-0"
/l\
/1\ /1\
ELEVATION
RIVERWARD
SCALE: %" = 1'-0"
12 in \,f -
1/
/.1-
STANDING SEAM
METAL ROOF
SHT MTL FASCIA
SEE DWG 70/429
FOR SIMILAR OPERABLE
WINDOWS (SHOP WINDOWS)
DOWNSPOUT (BOTHSIDES)
OPERABLE WINDOWS(TYP)
PRECAST CONC
WALL PANELS
FIN. FLR.EL. -3'-5"
1 1/2 " MTL.
DECK 20GA.
3/4 " PERLITE
2\AERS 9
15# FELTS
ALUM
GUTTER
SHEET METAL
FASCIA. INSTALL
SEALANT UNDER
ALL METAL CLAD
FACIA
3" PRECAST
CONC PANELS
SEALANT &
BACKER ROD
5" STL TUBE
DETAIL
I 2
3" NAILABLE
INSULATION.
(SCREWS SHALL
NOT EXTEND
PAST METAL
DECKING)
5/8" GYP BD
-TO BE WATER
RESISTANT
- 6" MTL STUDS
(GALVANIZED)
CONNECTOR ANGLES -0
3" PRECAST
CONC PANELS
SECTION
Eli
WALL SECTION
SCALE: 1 1/2"=1'-0"
1 1
SHIM AND BLOCK
AS REQ'D. THROUGH-
WALL HEAT/COOL UNIT
AS REQUIRED.
CONC. CURB BELOW
OPERABLE WINDOW
& ALUMINUM. FRAME
5/8" GYP BOARD
6" BATT INSUL
BATT INSULATION
6" MTL STUDS
CAULK AND BACKER
ROD (EA. SIDE)
- SHIM AND BLOCK
AS REQ'D. (TYP.)
1 11 2
I lit E--Ii-» n
WINDOW AND HEAT/COOL UNIT
SCALE: 11/2"=1'-0"
C
C
6- THROUGH-WALL
F HEAT/COOL UNIT
3" PRECAST CONC PANEL
DETAIL
D
. 04
M 0 CL
1..
I 2
8'-0"
I 2 til
UPSTREAM ELEV. SIM. OPP.
ELEVATION
UPSTREAM
SCALE: '/4" = 1'-0"
DETAILS FOR FLOOD
PANELS DEPENDENT
ON PANEL MANUFACTURER
45° CHAMFER :
.r
3" PRECAST CONC
PANEL, SEALANT W/
BACKER ROD (TYP.)
G
STEEL TUBE
I '/2-
DETAIL
.-1
STANDING SEAM
RE: SPECS.
SHT MTL FASCIA
f 'F NATURAL FINISH ALUMINUMWINDOWS AND TRIM
4" SPOUT W/ DRIP @ EA END
OF WATER DOWNSPOUT
EXTEND 3" PAST CURB
PRECAST CONC WALL PANELS
EXP ANC, LOCATED &
INSTALLED PER FLOOD
PANEL MFG REQUIREMENTS
rm
4 i -4 -- 11
It
TYP.
CAST-IN PLACE CONC
FOUNDATION
MITER GATE
LOCK WALL
REMOVABLE
DIAMOND PLATE
OVER PANEL RECESS
4"
4" STEP
7" 4' -- V
WINDOW AND DOOR FRAMING
SCALE: 1 1/2"=1'-0"
3" PRECAST
CONC PANEL
SEALANT WITH
BACKER ROD /
(TYPICAL) -
FILL WITHBATT INSULATION - , ix
STL. TUBE
1 E
9 67)
FILL WITH INSUL. -
D
4"
WINDOW FRAMING
SCALE: 11/2"=1'-0"
ALUM. BREAK FORM TO
MATCH FRAMES
lili 11 1
11 1
SHIM AND SEALANT .Alll lili
ALUM. SILL &
EXTENSION BELOW lili lili liliLINE OF STL TUBE BELOW 141 m.,11
LINE OF GYP BD BELOW ----_ ' '1' --.! 111
lili
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11 1 11 1 11 1 11 1 4I
4I
--Ar -
44 .2„
A
(A B 4/
-, 0 4
FIXED
WINDOWS
I 2
8F-
**»- \A BEVEL - TOP OF
11 E Wn 23 -la E-1 b.I -LLIO 1*01-I
ALUMINUM
THRESHOLD
ALUMINUM
DOOR &
FRAME
10 4 lillill il Ill
SCALE: '/4" = 1'-0"
1 9" 6" 3" 0
1 1 111'll'll'll'll'llilll
SCALE: 1 1/2" = 1'-0"
AS-BUILT NOTE:
AS-BUILT INFORMATION ADJUST ALL ELEVATIONS
-0.20 FEET DUE TO ACTUAL LOCKWALL ELEVATION - 654,30'
E I
DETAIL
BULKHEAD DETAILS
LATCH ASSEMBLY
PANEL BRACKET
SYMBOL
AS-BUILT AS OF JUN-1999
Z
DESIGNED: CTG/BGS
CHECKED: DMT
DRAWN: GDE
DESIGNED:
CHECKED:
C\J
- 5/8" WATER
RESISTANT
GYP. BOARD
GENERAL NOTES 3" TYPICAL THICKNESSSEE NOTE I.
REFERENCE DWGS:
AE APPROVING OFFICIAL:
DATE: 01-21-97
CAD FILE NAME:
SOL. NO:
11'-0"
1-'
I 2
.11
ELEVATION
LANDWARD
SCALE: '/4" = 1'-0"
__l--------
--- ---- LINE OFGYP. BD
BELOW
LINE OF STEEL
TUBE BELOW
ALUM SILL
WINDOW AND DOOR FRAMING
SCALE: 1 1/2"=1'-0"
IF TYPICAL THICKNESS OF PRECAST PRESTRESSED WALL PANELS IS CHANGED FROM
THE THICKNESS INDICATED ON THE DRAWINGS, THE CONTRACTOR SHALL BE
RESPONSIBLE FOR CHANGES TO THE ATTACHMENT, DOOR, WINDOW AND OTHER
ASSOCIATED DETAILS.
2. CONNECTION ANGLES TO ALL CORNER COLUMNS AND PRE-FABRICATED WALL CORNER
UNITS TO BE FURNISHED BY PRESTRESSED PANEL MANUFACTURER.
3. TOP OF LOCK WALL IS EL.-4'-0" = 654.30
4. SEALANT TO BE USED AT ALL PRECAST PANEL JOINTS ON EXTERIOR AND INTERIOR.
SEALANT ALSO TO BE USED WHEREVER PRECAST PANEL IS IN CONTACT WITH
CAST IN PLACE CONCRETE.
DESCRIPTION
MI 78A401.DGN
DACW37-97-8-0001
G
ALUM GUTTER
SHT MTL FASCIA
THRU WALL A/C
RE: MECH.
BOTTOM OF STEEL
EL. +3'-ll
-- PRECAST CONC
WALL PANEL
45° CHAMFER
SEE 70/421 FOR
DOOR SCHEDULE
B
DWG NO.
(SHOP DWG) D-W-K-770-71
(SHOP DWG) B-W-K-769-42
(SHOP DWG) 8-W-K-769-43
6/93 CTS
DATE
US Army Corps of Engineers St. Paul District
APPROVAL
AS-BUILT DRAWING
LOCK 6 LOCKWORK - STAGE 2
MAJOR MAINTENANCE - MISSISSIPPI RIVER
LOCK & DAM NO. 6 TREMPEALEAU, WISCONSIN
DOWNSTREAM CONTROL STAND
PLAN, SECTIONS AND
ELEVATIONS
DRAWING NUMBER:
M-L6-78/401
SHT 242
OF 249
AS-BUILT
a
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