W912ES22B0009 Amendment 0001 Plans.pdf
PDF 4 MB Posted
- Attached to
- UPPER MISSISSIPPI RIVER LOCKS 4 & 3 MITER GATE SUPPLY Federal contract opportunity
- Solicitation number
- W912ES22B0009
About this file
This document is an Invitation for Bid (IFB) from the U.S. Army Corps of Engineers - St. Paul District for the fabrication and delivery of replacement miter gates and associated ancillary equipment for Lock and Dam (LD) 3 and 4 on the Upper Mississippi River. The base contract will be for the delivery of the LD 4 gates in 2028, with the LD 3 gates as a separately priced option with a delivery date in 2029. The work includes fabricating, testing, painting, prestressing, and delivering new lock chamber miter gate assemblies, as well as retrieving and disposing of the old miter gates. There are also options for Strut Arm Assemblies and long term storage of the Miter Gates. The solicitation is a Total Small Business set-aside with a NAICS code of 332312 - Fabricated Structural Metal Manufacturing. Offerors must be registered in the System for Award Management (SAM) prior to award.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| W912ES22B0009 0004 Amendment 0004.pdf | ||
| W912ES22B0009 0003 Amendment 0003.pdf | ||
| W912ES22B0009 Amendment 0003 Plans.pdf | ||
| Amendment 0002 Plans.pdf | ||
| W912ES22B0009 0002 Amendment 0002.pdf | ||
| W912ES22B0009 0001 Amendment 0001.pdf | ||
| Attachment 1 - Warranty Information-VERSION2.6.pdf | ||
| W912ES22B0009_SPECS.pdf | ||
| Attachment 2 - Source of Repair Instructions-VERSION2.1.pdf | ||
| W912ES22B0009_PLANS.pdf |
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Text version
OF ALL WELDED PLATES (TYP)
WRAP WELD AROUND END
WELD ACCESS HOLE
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DETAIL - WRAP WELD
SCALE: NTS
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®of Engineers
US Army Corps
U .S
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STRENGTH BOLTS.
WITH RCSC 2020 SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH-
ALL F3125 GRADE A325 BOLTS SHALL BE PRETENSIONED IN ACCORDANCE 15.
GRADE BD BOLTS, AND UNLESS OTHERWISE NOTED ON THE SHEETS.
ALL BOLTS ARE TO BE MECHANICALLY GALVANIZE, EXCLUDING ASTM A354 14.
SECTION 35 20 17.15
SECTION 35 20 16.33
SECTION 35 20 16
SECTION 05 59 20
SECTION 05 52 00
SECTION 05 50 13
GOVERNMENT FOR APPROVAL.
DRAWINGS IN ACCORDANCE WITH SPECIFICATIONS AND SUBMIT TO THE
FABRICATION SHOP DRAWINGS. THE FABRICATOR SHALL PRODUCE SHOP
THESE CONTRACT DRAWINGS ARE NOT INTENDED TO BE USED AS DETAILED 13.
TOUCH UP PAINTED AFTER FINAL TENSIONING.
ALL BOLTED CONNECTIONS SHALL BE PAINTED PRIOR TO INSTALLATION AND 12.
ASTM F436 FOR PRETENSIONED CONNECTIONS WITH LONG SLOTTED HOLES.
WASHERS SHALL BE 5/16-INCH THICK PLATE WASHERS THAT CONFORM TO 11.
CONNECTIONS AND CONFORM TO ASTM F436.
HARDENED WASHERS ARE TO BE USED FOR ALL PRETENSIONED 10.
LOCATED IN THE CENTER OF THE PANEL WHERE SHOWN.
OTHERWISE SHOWN. DRAIN HOLES, WHERE NOT DIMENSIONED, SHALL BE
ALL DRAIN HOLES SHALL BE FOUR (4) INCHES IN DIAMETER UNLESS 9.
HIGHER THAN 125 MICRO INCHES.
ALL HOLES AND CUT SURFACES SHALL HAVE A SURFACE ROUGHNESS NOT 8.
OBTAIN FINAL DIMENSIONS.
DRAWINGS ARE GENERALLY TO SCALE BUT SHOULD NOT BE SCALED TO 7.
AND FAYING SURFACES SHALL BE PROTECTED AS NOTED IN SPECIFICATIONS.
SHALL BE PAINTED IN ACCORDANCE WITH THE SPECIFICATIONS. MACHINED
EXCEPT MACHINED SURFACES AND CORROSION RESISTANT SURFACES
ALL EXPOSED STRUCTURAL STEEL OF THE GATES AND APPURTENANCES, 6.
DISTORTIONS DUE TO WELDING.
ALLOWANCES MUST BE MADE FOR MACHINING, SHRINKAGE AND
DIMENSIONS SHOWN OR CALLED FOR ARE FINAL DIMENSIONS AND 5.
PLATE TEST RESULTS TO CLARIFY IT MEETS ZONE 3 REQUIREMENTS.
NOTE THAT A572 DOES NOT MEET ZONE 3 BY DEFAULT AND SHOULD SUBMIT
REQUIREMENTS SECTION 10.2 SAMPLE AND TEST ACCORDING TO ASTM A673.
IMPACT TESTING TEMPERATURE ZONE 3 SHALL BE USED WHEN APPLYING
COMPONENTS.
MEET ASTM A709 GRADE 50 ZONE 3 TOUGHNESS FOR TENSION
A709. UNLESS NOTED OTHERWISE, SUPPLY ALL STEEL FOR FABRICATION TO
50 ZONE 3 TOUGHNESS REQUIREMENTS FOR TENSILE COMPONENTS PER
FOR DIAGONAL TERMINATIONS, SUPPLY A572 MATERIAL TO MEET A709 GRADE
AND SECTION 14 (MARKINGS).
ASTM A709 SECTION 10.2 (FRACTURE-CRITICAL, F, TENSION COMPONENTS)
MEMBER, TOUGHNESS ZONE 3 STEEL) AND MEET THE REQUIREMENTS OF
SHALL BE ASTM A709 GRADE 50 F3 (50 KSI YIELD, FRACTURE CRITICAL
OTHERWISE ALL STRUCTURAL STEEL FOR FRACTURE CRITICAL MEMBERS
SPECIFIED ON THE DRAWINGS, AND IN THE SPECIFICATIONS. UNLESS NOTED
ALL STRUCTURAL STEEL FOR FRACTURE CRITICAL MEMBERS SHALL BE AS 4.
ON SHEET S-105.
EACH GATE LEAF SHALL HAVE ITS IDENTIFICATION NUMBER PLATE AS SHOWN 3.
EACH LEAF.
THE CONTRACT DRAWINGS. SHOP DRAWINGS SHALL BE PRODUCED FOR
WHEN LOOKING DOWNSTREAM. THE RIGHT LEAF IS SHOWN EXCLUSIVELY ON
THE RIGHT LEAF IS ON THE RIGHT HAND SIDE OF THE LOCK CENTERLINE 2.
DRAWINGS. EACH LEAF SHALL HAVE A WALKWAY ASSEMBLY.
BUT OTHERWISE IDENTICAL EXCEPT AS NOTED ON THE CONTRACT
COMPRISED OF ONE RIGHT AND ONE LEFT LEAF WHICH ARE OPPOSITE HAND
IN ACCORDANCE WITH THE SPECIFICATIONS. THE GATE ASSEMBLY IS
ASSEMBLIES AS SHOWN ON THE CONTRACT DRAWINGS AND BID SCHEDULE
FABRICATE, ASSEMBLE, PAINT, AND DELIVER COMPLETE MITER GATE 1.
GENERAL MITER GATE NOTES
ON THIS SHEET.
ALL WELDS SHALL BE CONTINUOUS AND WRAPPED TO SEAL, SEE DETAIL A13 11.
PAINTING.
ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS PRIOR TO
PAINTING. THIS FILLER MATERIAL SHALL BE APPLIED AND FINISHED IN
THAT MEETS THE REQUIREMENTS IN THE SPECIFICATIONS PRIOR TO
LEAF SHALL BE FILLED WITH AN APPROCED METAL REBUILDING COMPOUND
DAMMING SURFACE THAT WOULD ALLOW WATER TO PASS THROUGH THE
OFFICER. ALL WELD ACCESS HOLES THAT CREATE AN OPENING IN THE
SHALL NOT BE MADE WITHOUT PRIOR APPROVAL FROM THE CONTRACTING
WELD ACCESS HOLES THAT RESULT IN A HOLE IN THE DAMMING SURFACE 10.
MAY HAVE BEEN OMITTED.
RADIUS MINIMUM. SEE SPECS FOR ADDITIONAL WELD ACCESS HOLES THAT
UNLESS OTHERWISE NOTED, ALL WELD ACCESS HOLES SHALL HAVE A 1-1/2" 9.
EDITION.
WELDING SOCIETY, STRUCTURAL WELDING CODE (AWS D1.5) LATEST
REQUIRED IN ACCORDANCE WITH THE PROVISIONS OF THE AMERICAN
WHERE FILLET WELD SIZE IS NOT SHOWN, THE SIZE SHALL BE THE MINIMUM 8.
PENETRATION WELDS ACCORDING TO AWS D1.5 LATEST EDITION.
GOVERNMENT APPROVAL. ALL SPLICES SHALL BE COMPLETE JOINT
SHALL BE CLEARLY SHOWN ON THE SHOP DRAWINGS AND CLOUDED FOR
ALL SPLICES MADE THAT ARE NOT SHOWN ON THE CONTRACT DRAWINGS 7.
GRIND WELDS FLUSH ON ALL BUTT WELDED JOINTS.6.
LATEST EDITION.
AMERICAN WELDING SOCIETY, STRUCTURAL WELDING CODE (AWS D1.5)
PENETRATION (CJP), IN ACCORDANCE WITH THE PROVISIONS OF THE
UNLESS OTHERWISE NOTED, ALL WELDS SHALL BE COMPLETE JOINT 5.
THE EFFECTIVE LENGTH.
FIELD WELDS. LENGTH OF WELD CALLED FOR ON THE DRAWINGS SHALL BE
THE SHOP DRAWINGS SHALL CLEARLY DISTINGUISH BETWEEN SHOP AND 4.
THE TECHNIQUES.
BE SPECIFIC WITH REGARD TO THE FILLER METAL AND OTHER FEATURES OF
CONTRACTOR'S SPECIFICATIONS ACCOMPANYING SHOP DRAWINGS SHALL 3.
CONTRACTOR FOR APPROVAL IN ACCORDANCE WITH THE SPECIFICATIONS.
DETAILED WELDING INFORMATION SHALL BE SUBMITTED BY THE
WELDING SOCIETY AND INDICATE ONLY SIZE AND TYPE OF WELDS REQUIRED.
WELDING SYMBOLS SHOWN ARE THOSE ADOPTED BY THE AMERICAN 2.
PROVISIONS OF THE SPECIFICATIONS.
WELDING SOCIETY (AWS D1.5) STRUCTURAL WELDING CODE AND TO THE
AND TECHNIQUE, WHERE APPLICABLE SHALL CONFORM TO THE AMERICAN
EXCLUDES THE ATMOSPHERE FROM THE MOLTEN METAL. WORKMANSHIP
ALL WELDING SHALL BE ELECTRIC ARC WELDING, USING A METHOD WHICH 1.
MITER GATE WELDING NOTES
MACHINED FLAT AND PARALLEL WITHIN 0.010 INCH.
SPLICES TO ASSURE WATER TIGHT JOINTS. WEDGE BLOCKS SHALL BE
CONTACT FACES OF MITER POST WEDGE BLOCKS SHALL BE MILLED AT 6.
BOLTED SHALL NOT VARY FROM A TRUE PLANE BY MORE THAN 3/16 INCH.
THE SURFACES OF FRAMING ELEMENTS TO WHICH THE SKIN PLATE IS TO BE 5.
DIRECTIONS BOTH NORMAL TO AND IN THE PLANE OF THE END PLATE.
TOP TO BOTTOM WITH NO POINT MORE THAN 1/8 INCH OUT OF LINE IN THE
THE VERTICAL BEAMS AND VERTICAL GIRDERS SHALL BE STRAIGHT FROM 4.
ON THE DRAWINGS.
SHALL NOT VARY BY MORE THAN 1/4 INCH FROM THE DIMENSIONS SHOWN
BETWEEN THE HORIZONTAL GIRDERS AND BETWEEN THE VERTICAL GIRDERS
TO ASSURE SQUARENESS, COMMON DIAGONAL DISTANCES MEASURED 3.
DIMENSIONS SHOWN ON THE DRAWINGS.
BETWEEN END PLATES SHALL NOT VARY BY MORE THAN 3/16 INCH FROM THE
FOR THE ENTIRE HEIGHT OF THE GATE, THE LENGTH OF THE GATE LEAF 2.
THAN 1/4 INCH.
THE NOMINAL DIMENSION OR DIFFER FROM THE MATING GATE LEAF BY MORE
THE OVERALL HEIGHT OF EITHER MITER GATE LEAF SHALL NOT VARY FROM 1.
DIMENSIONAL TOLERANCES
SPECIFICATIONS 05 59 20.
ULTRASONIC TEST WILL BE PERFORMED IN ACCORDANCE WITH 4.
IN ADDITION RADIOGRAPHIC TESTING ON BUTT WELDED JOINTS.
ALL TESTING REQUIRED BY AMERICAN WELDING SOCIETY D1.5 IS REQUIRED. 3.
- ALL CJP ON TIPPING LINE AND TIE DOWN PADEYES.
BENDING.
- 100 PERCENT OF TOP GIRDER BENT FLANGE EXTERIOR SURFACE AFTER
- 100 PERCENT OF FILLET WELDS
MAGNETIC PARTICLE TESTING:2.
DELIVERY TO THE JOB SITE.
ALL TESTS SHALL BE PERFORMED IN THE FABRICATION FACILITY PRIOR TO
BE SUBMITTED BY THE CONTRACTOR AND APPROVED BY THE GOVERNMENT.
A DOCUMENTATION PROCEDURE FOR ALL NONDESTRUCTIVE TESTING SHALL 1.
WELD TESTING
DIAGONALS6.
STRUT HOOD ASSEMBLY5.
ANCHOR BAR ASSEMBLIES4.
MAINTENANCE LIFTING ASSEMBLY3.
TOP GIRDER2.
GUDGEON HOOD ASSEMBLY1.
FRACTURE CRITICAL MEMBERS
NDT = NON-DESTRUCTIVE TESTING
FCM = FRACTURE CRITICAL MEMBER
DIA = DIAMETER
Ø = DIAMETER
PL = PLATE
TYP = TYPICAL
DS = DOWNSTREAM
US = UPSTREAM
ABBREVIATIONS
1'- 7/8 "
/1
/4
T Y
P
S P
A C
E
/4
/4
4 3/16 " 4 3/16 "
1'- 7/8 "
/2
1'-10 3/8 "2 1/8 "
/4 "9
/1
5 1/2 "4"5"4"3 7/8 "
2'- 1/2 "
1'-10 9/16 "
3/
R
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R
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1'-9 9/16 "2 15/16 "
/4
4"5"4"3 3/8 "
3 3/8 "4"5"4"3 3/8 "
4"4 1/2 "4 1/2 "4"1 3/8 "
1'-7 3/4 "
3 3/8 "4"5"4"3 3/8 "
4"9"4"1 3/8 "
1'-7 3/4 "
QUOIN END
3" FOR TOP
3 1/4 " (TYP)
/1
/1
/1
3 7/16 "3"3"3 7/16 "
/1
3 1/4 "
/1
/1
A1
H1
J9
E9
A9
SCALE: 1 1/2" = 1'-0"
SCALE: 1 1/2" = 1'-0"
SCALE: 1 1/2" = 1'-0"
DETAIL
SCALE: 1 1/2" = 1'-0"
SCALE: 1 1/2" = 1'-0"
DETAIL - DOWNSTREAM SIDE
DETAIL - UPSTREAM SIDE
DETAIL - BOTTOM END ANGLE AT END JACKING BLOCKS
DETAIL - TYPICAL BEAM END ANGLE
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BOTTOM
HOLES, (TYP)
13/16" DIA.
TOP
BOTTOM
HOLES
1 1/8" DIA.
HOLES
13/16" DIA.
TOP
BOTTOM
HOLES
1 1/8" DIA.
HOLES
1 1/8" DIA.
L 6"X6"X1/2"
SLOTTED HOLES, TYP.
TRANSVERSE
1 1/8"X1 5/16"
SLOTTED HOLES, TYP.
TRANSVERSE
1 1/8"X1 5/16"
HORIZ. LEG
VERT. LEG
TOP SIDE
L 6"X6"X1/2"
SLOTTED HOLES, TYP.
TRANSVERSE
1 1/8"X1 5/16"
SLOTTED HOLES, TYP.
TRANSVERSE
1 1/8"X1 5/16"
HORIZ. LEG
VERT. LEG
TOP SIDE
1' 2'0 6"
1' 2'0 6" 1' 2'0 6"
1' 2'0 6"
1' 2'0 6"
ASTM A36 - 4 PER LEAF, 8 PER SET1.
NOTE:
ASTM A36 - 28 PER LEAF, 56 PER SET1.
NOTE:
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1'-2"
3"8"3"
4"6"4"
S
P
/2
S
P
/4
2"10"2"
1'-2"
/4
/1
S
P
/2 " 3 1/2 "7"3 1/2 "
2 1/4 "4"8"4"7 7/8 "4"8"4"1 3/4 "
/8
3'-7 7/8 "
/4
4 SP @ 4" = 1'-4"5 15/16 "5 15/16 "4 SP @ 4" = 1'-4"
3'-7 7/8 "
1 15/16 "10 SP @ 4" = 3'-4"1 15/16 "
/8
/8
/4
/4
4 SPS @ 4" = 1'-4"5 15/16 "5 15/16 "4 SPS @ 4" = 1'-4"
3'-7 7/8 "
A13
J13
SCALE: 1 1/2" = 1'-0"
SCALE: 1 1/2" = 1'-0"
A1
A7
DETAIL - END VERTICAL GIRDERS UPSTREAM SIDE DETAIL - MIDDLE VERTICAL GIRDER UPSTREAM SIDE
SCALE: 1 1/2" = 1'-0"SCALE: 1 1/2" = 1'-0"
DETAIL - GIRDER TOP END ANGLE
DETAIL - GIRDER BOTTOM END ANGLE
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HOLES, TYP.
1 1/8" DIA.
HOLES, TYP.
1 1/8" DIA.
TOP
TOP
HOLES, TYP.
1 1/8" DIA.
HOLES, TYP.
1 1/8" DIA.
ELEVATION
PLAN
L 6"X6"X1/2"
SLOTTED HOLE (TYP)
1 1/8"X1 5/16"
SLOTTED HOLE (TYP)
1 1/8"X1 5/16"
ELEVATION
PLAN
L 6"X6"X1/2"
SLOTTED HOLE (TYP)
1 1/8"X1 5/16"
SLOTTED HOLE (TYP)
1 1/8"X1 5/16"
1' 2'0 6"
1' 2'0 6"
ASTM A36 - 6 REQUIRED PER LEAF, 12 PER SET1.
NOTE:
ASTM A36 - 4 REQUIRED PER LEAF, 8 PER SET1.
NOTE:
1' 2'0 6"1' 2'0 6"
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2 1/4 "4 1/2 "2 1/4 "
3'-8 7/16 "
1 5/8 "
/2
/2
/4
/4
/1
/2
/1
1/2 "
/4
/4
4 7/16 "4 1/2 "4 1/2 "5 1/2 "5 1/2 "5 1/2 "5 1/2 "5 1/2 "3 1/2 "
/2
/2
3'-1 1 1 /16
.3
70.62°
/4
3'-5 1/4 "
3'-7 /16
2 1/4 "4 1/2 "2 1/4 "
6 5/8 "4 5/8 "4 1/2 "5 1/2 "5 1/2 "5 1/2 "5 1/2 "3 1/2 "
1/2 "
3 5/8 "4 5/8 "6 1/2 "5 1/2 "4 1/2 "4 1/2 "5 1/2 "3"
/4
/2
/2
/4
/4
/8
/1
.1
70.87°
/4
/8
/1
3'-7 /16
2 1/4 "4 1/2 "2 1/4 "
3 5/8 "4 5/8 "4 1/2 "6 1/2 "4 1/2 "5 1/2 "5 1/2 "3 1/2 "
1/2 "
6 5/8 "4 5/8 "4 1/2 "5 1/2 "5 1/2 "5 1/2 "5 1/2 "3"
/4
/4
/4
/2
/2
3'-5 1/4 "
.1
70.87°
4"
/4
/4
/4
/4
/8
/4
/8
4" 2 3/16 "1 13/16 "
2 3/16 "1 13/16 "
L 4" X 4" X 3/8"
HOLES (TYP)
1" X 13/16" SLOTTED
HOLES (TYP)
1" X 13/16" SLOTTED
H1
A1 A11
H11
SCALE: 1 1/2" = 1'-0"
SCALE: 1 1/2" = 1'-0"SCALE: 1 1/2" = 1'-0"
SCALE: 3" = 1'-0"
DETAIL - BRACKET ANGLE
DETAIL - VERTICAL BEAM UPPER BRACKET DETAIL - QUOIN END UPPER BRACKET
DETAIL - MITER END UPPER BRACKET
P
R O
D U
C T
IO
N
D A
T A
P
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D U
C T
IO
N
D A
T A
P
R O
D U
C T
IO
N
D A
T A
P
R O
D U
C T
IO
N
D A
T A
A N
S I
D
A D
V E
R T
IS
E
M E
N T
W E
L C
H M
N
L O
C K
S
M
IS
S
IS
S
IP
P I
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IV
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L D
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IT
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R G
A T
E R
E P
L A
C E
M E
N T
W
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B
J U
N E
P
A U
L M
IN
N
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A
S T
P
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L D
IS
T
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-B
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IL
T N
O
F
IL
E N
A M
E
T G
R U
N D
H O
F F
V
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IC
A
L B
E A
M B
R A
C K
E T
D E
T A
IL
S
S-130
H
M O
U A
D
Y O
O N
J U
L Y
A W
IN
G
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 T
M G
H
I_ S
-1
.d
O
U S
K Y
HT IND
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
SLOTTED HOLES (TYP)
1 1/8" X 1 5/16"
ELEVATION
HOLES (TYP)
SHORT-SLOTTED
1 1/8" X 1 5/16"
PL. 1/2" HOLES (TYP)
13/16" DIA.
PL. 1/2" (TYP)
SIDE
PLAN
1/4
(1/4)
1/4
(1/4)
1/4
1/4
1/4
SLOTTED HOLES (TYP)
1 1/8" X 1 5/16"
PL. 1/2"
PL. 1/2" (TYP)
PLAN
SIDE
1/4
(1/4)
1/4
(1/4)
1/4
1/4
1/4
SLOTTED HOLES (TYP)
1 1/8" X 1 5/16"
ELEVATION
PL. 1/2" (TYP)
PL. 1/2"
PLAN
SIDE
1/4
(1/4)
1/4
(1/4)
1/4
1/4
1/4
SLOTTED HOLES (TYP)
1 1/8" X 1 5/16"
ELEVATION
SLOTTED HOLES (TYP)
1 1/8" X 1 5/16"
PLAN
SIDEELEVATION
6"0 3" 1'
1' 2'0 6" 1' 2'0 6"
1' 2'0 6"
6 REQUIRED PER LEAF, 12 PER SET1.
NOTE:
ASTM A36 - 17 REQUIRED PER LEAF, 34 PER SET1.
NOTE:
RIGHT LEAF AS SHOWN, LEFT LEAF OPPOSITE HAND2.
1 REQUIRED PER LEAF, 2 PER SET1.
NOTE:
RIGHT LEAF AS SHOWN, LEFT LEAF OPPOSITE HAND2.
1 REQUIRED PER LEAF, 2 PER SET1.
NOTE:
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R
/4
/4
1 7/8 "3 1/8 "
5"
/2
/4
5/8 "
/4
/4
/2
O R
1 7/8 "3 1/8 "
6"
/4
/4
/2
1 1/2 " 6" 1 1/2 "
/4
/4
/4
4" 6 1/2 "
2"2"
1" 7 1/2 "
/4
/2
/2
/4
/4
/2
/2
/2
/8
/8
1 1/2 "6"1 1/2 "
9"
/2
/8
/8
/2
2 1/2 "
1"
2 1/2 "
/2
/2
/2
3" 7 1/2 "
/8
/8
/2
/2
/8
6 1/2 "4"
/4
/4
6"
5"
/4
/4
/2
1 7/8 "3 1/8 "
5/8 "
/4
/4
/2
/4
/4
/4
/4
1 1/2 "6"1 1/2 "
9"
/4
/4
1" 7 1/2 "
/2
/4
/4
/4
/4
2"2"
6 1/2 "4"
/8
/8
/8
1 1/2 "6"1 1/2 "
9"
/8
/8
2 1/2 "
1"
2 1/2 " 7 1/2 "
/2
/2
/8
/8
/8
2"2"
6 1/2 "4"
V E
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IS
E
M E
N T
W E
L C
H M
N
L O
C K
S
M
IS
S
IS
S
IP
P I
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IV
E R
L D
M
IT
E
R G
A T
E R
E P
L A
C E
M E
N T
W
E S
B
J U
N E
P
A U
L M
IN
N
E S
O T
A
S T
P
A U
L D
IS
T
R
-B
U
IL
T N
O
F
IL
E N
A M
E
P
R O
D U
C T
IO
N
D A
T A
P
R O
D U
C T
IO
N
D A
T A
P
R O
D U
C T
IO
N
D A
T A
P
R O
D U
C T
IO
N
D A
T A
T G
R U
N D
H O
F F
O
W N
S T
R E
A M
T
IM
B E
R B
R A
C K
E T
S
S-181
H
M O
U A
D
Y O
O N
J U
L Y
A W
IN
G
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V
IS
E D
I N
A C
C O
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A N
C E
W
IT
H A
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N D
M E
N T
M G
H
I_ S
-1
.d
O
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K Y
HT IND
SCALE: 3" = 1'-0" SCALE: 3" = 1'-0" SCALE: 3" = 1'-0"
SCALE: 3" = 1'-0"SCALE: 3" = 1'-0"SCALE: 3" = 1'-0"
TIMBER BRACKET DETAIL - TYPICAL TIMBER BRACKET MIDDLE SUPPORT DETAIL - TYPICAL TIMBER BRACKET END SUPPORT
TIMBER BRACKET DETAIL - TOP GIRDER TIMBER BRACKET MIDDLE SUPPORT DETAIL - TOP GIRDER TIMBER BRACKET END SUPPORT A1
SECTION - TOP GIRDER
H1
SECTION - TYPICAL
A5
H5
A13
H13
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
B
C
D
E
F
G
H
J
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L
M
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P
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B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
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S I Z
E
M A
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D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
FENDER (TYP)
TIMBER
FENDER (TYP)
HOLE IN TIMBER
7/8" DIA. BORE
OR 1 1/2"
REMOVE 1 1/4"
L5X5X1/2
ASTM A36
AND PL. 1/2"X3 1/2"X4" FOR END SUPPORT
PL. 1/2"X3 3/4"X9" FOR MIDDLE SUPPORT
GALVANIZED (TYP)
ASTM A307 BOLT,
3/4" DIA. X 1'-3"
ELEVATION
L5X5X1/2
HOLE (TYP)
13/16" DIA.
A1
ELEVATION
HOLES (TYP)
13/16" DIA.
L5X5X1/2
A1
PLAN
HOLE (TYP)
13/16" DIA.
PLAN
1 1/2" CHAMFER
HOLE (TYP)
13/16" DIA.
FENDER (TYP)
TIMBER
FENDER (TYP)
HOLE IN TIMBER
7/8" DIA. BORE
REMOVE 1"
L6X6X3/4
ASTM A36
PLATE 1/2
SKIN
GALVANIZED (TYP)
ASTM A307 BOLT,
3/4" DIA. X 1'-3"
ELEVATION
L6X6X3/4
HOLE (TYP)
13/16" DIA.
H1
ELEVATION
L6X6X3/4
HOLE (TYP)
13/16" DIA.
H1
PLAN
HOLE (TYP)
13/16" DIA.
PLAN
HOLE (TYP)
13/16" DIA.
1 1/2" CHAMFER
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
6"0 3" 1'
PROVIDE 2 EXTRA SUPPORT SET PER SITE INCLUDED IN SHIP LOOSE PARTS.1.
NOTE:
6"0 3" 1'
PROVIDE 8 EXTRA SUPPORT SET PER SITE INCLUDED IN SHIP LOOSE PARTS. 1.
NOTE:
6"0 3" 1'
6"0 3" 1' 6"0 3" 1' 6"0 3" 1'
4 1/2 "9"9"9"4 1/2 "
3'-0"
/2
/2
1 3/4 "1 1/4 "
3"8"3"
1 3/4 " 1 1/4 "
1'-2"
2 1/4 "
4 1/2 "9"9"9"4 1/2 "
3'-0"
/2
/8
/8
1'-2"
1'-3"
1 - 1/8" PLATE
2 - 1/4" PLATE
1 - 1/2" PLATE
ASTM A36
PLATE SHIMS,
FINGER
6"8"
2 1/2 "1'-3 1/8 "
9 1/8 "
1 1/8 "8"
3"
5"
1 1/8 "8"
A1 A13
SCALE: 3" = 1'-0" SCALE: 3" = 1'-0"
DETAIL - TOP GIRDER BUMPER DETAIL - VERTICAL GIRDER BUMPER
P
R O
D U
C T
IO
N
D A
T A
P
R O
D U
C T
IO
N
D A
T A
P
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D U
C T
IO
N
D A
T A
P
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D U
C T
IO
N
D A
T A
A N
S I
D
A D
V E
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M E
N T
W E
L C
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N
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IP
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L A
C E
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W
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B
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N E
P
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L M
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N
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A
S T
P
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T G
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F F
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M P
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S
S-222
H
M O
U A
D
Y O
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J U
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A W
IN
G
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V
IS
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A C
C O
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A N
C E
W
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H A
M E
N D
M E
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M G
H
I_ S
-2
.d
O
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K Y
HT IND
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
ELEVATION
TOP GIRDER
COUNTERSINKS (TYP)
2 1/2" DIA.X1" DEEP
ELEVATION
BOLTS (TYP)
GRADE A325
ASTM F3125
1"X5" LONG
HOLES FOR
DRILL 1 1/8" DIA.
PLAN
F3125 GRADE A325 BOLTS (TYP)
FOR 1"X1'-3" LONG ASTM
DRILL 1 1/8" DIA. HOLES
UPSTREAM FLANGE
TOP GIRDER
TOP
PINE TIMBER
SOUTHERN YELLOW
8X8 TRUE DIMENSION
1" BOLT
L5X3X1/2
ASTM A36
1 - 1/8" PLATE
2 - 1/4" PLATE
1 - 1/2" PLATE
ASTM A36
FINGER PLATE SHIMS,
VERTICAL GIRDER FLANGE
SIDE
TOP GIRDER FLANGE
YELLOW PINE TIMBERES
AND SOUTHERN
TRUE DIMENSION
SIDE
A325 BOLTS (TYP)
F3125 GRADE
LONG ASTM
HOLES FOR 1"X11"
DRILL 1 1/8" DIA.
6"0 3" 1' 6"0 3" 1'
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
/4
/4
1 1/2 "6"1 1/2 "
HOLES (TYP)
13/16" DIA.
L6X6X3/4 (TYP)
9"
/8
1 1/2 "6"1 1/2 "
9"
L6X6X3/4 (TYP)
L6X6X3/4 (TYP)
HOLES (TYP)
13/16" DIA.
HOLES (TYP)
13/16" DIA.
/8
/8
/4
/4
1 1/2 "6"1 1/2 "
9"
/8
/8
1 1/2 "6"2 1/2 "
9"
REMOVE 1"
L6X6X3/4
REMOVE 1"
L6X6X3/4
ASTM A36
REMOVE 1"
L6X6X3/4
ASTM A36
REMOVE 1"
L6X6X3/4
/8
/8
/4
/4
/8
/8
1 7/8 "3 1/8 "
5"
EYE BOLT
SHOULDERED
3/4" X 1'-3"
TIMBER (TYP)
6X6X7'-0"
IN TIMBER (TYP)
7/8" DIA. BORE HOLE
5/8 "
ASTM A36 (TYP)
REMOVE 1"
L6X6X3/4
3 1/8 "1 7/8 "
5"
/4
/4
HOLES (TYP)
13/16" DIA.
EYE BOLT
SHOULDERED
3/4" X 1'-3"
4 1/2 "4 1/2 "
1 1/2 "6"1 1/2 "
9"
/4
/4
HOLES (TYP)
13/16" DIA.
L6X6X3/4 (TYP)
1 1/2 "6"1 1/2 "
9"
4 1/2 "4 1/2 "
/8
/8
HOLES (TYP)
13/16" DIA.
L6X6X3/4 (TYP)
J1
J15
A15
A7
J7
SCALE: 6" = 1'-0" SCALE: 6" = 1'-0" SCALE: 6" = 1'-0"
SCALE: 6" = 1'-0"SCALE: 6" = 1'-0"SCALE: 6" = 1'-0"
PLAN - TIMBER PROP BRACKET ON GATE ELEVATION SECTION
SECTIONELEVATIONPLAN - TIMBER PROP BRACKET ON LOCK WALL
P
R O
D U
C T
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N
D A
T A
P
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D U
C T
IO
N
D A
T A
P
R O
D U
C T
IO
N
D A
T A
P
R O
D U
C T
IO
N
D A
T A
V E
R T
IS
E
M E
N T
W E
L C
H M
N
L O
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S
M
IS
S
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B
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A
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S-223
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-2
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1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
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J
K
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M
N
P
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B M
IT
T
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B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
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A
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D A
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S I Z
E
M A
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D E
S C
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IP
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SHEET ID
A7
A15
3"0 6"1-1/2" 3"0 6"1-1/2" 3"0 6"1-1/2"
3"0 6"1-1/2"3"0 6"1-1/2"3"0 6"1-1/2"
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
J7
J15
1 3/8 "
1 3/8 "
1'- 3/8 "
S P
A C
E S
/2
" 2
/2
2 1/2 "
2 1/2 "
1 1/4 "
/4
/2
/2
/2
"2
/2
/4
/4
S P
A C
E S
/4
S P
A C
E S
/4
/2
/2
/2
/2
S
P A
C E
S
T Y
P
S
P A
C E
S
/8
T Y
P
1'-1 3/8 "
2 3/8 "
11"
/8
R
1 3/8 "
/8
/2
1'- 3/8 "
/8
6 3/16 "1 7/16 "2"2 3/4 "
1"
/1
/8
HEAVY HEX NUT
AS A JAM NUT
NUT EMPLOYED
HEAVY HEX
STANDARD
DOUBLE NUT:
1 - 1/4" THICK
1 - 1/8" THICK
SPACER SHIMS
3/4" BOLT
HARDNESS
BULB AND STEM
ZONE BETWEEN
1" TRANSITION
NYLON ABOVE AND BELOW PLATE
RADIUS ON ALL EDGES AND 3 PLY
50 WITH 1/4" COVER AND 1/8"
PL. 3/8"X4" ASTM A709 GRADE
CLAMPING BAR
A6
A10
A14
SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0" SCALE: 6" = 1'-0"
DETAILDETAIL DETAIL DETAIL
P
R O
D U
C T
IO
N
D A
T A
P
R O
D U
C T
IO
N
D A
T A
P
R O
D U
C T
IO
N
D A
T A
P
R O
D U
C T
IO
N
D A
T A
A N
S I
D
A D
V E
R T
IS
E
M E
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W E
L C
H M
N
L O
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S
M
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S
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P I
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IV
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L A
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M E
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W
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B
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P
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IN
N
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A
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P
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IS
T
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F
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F F
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P O
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S-343
H
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D
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G
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A C
C O
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A N
C E
W
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H A
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N D
M E
N T
M
G F
T S
-3 .d
O
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K Y
20FT
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
HOLES (TYP)
7/8" DIA.
DS
HOLES (TYP)
7/8" DIA.
PL. 5/8" (TYP)
US
SHIM WHERE SHOWN
CUT "20 M 3" ON
SHIM WHERE SHOWN
CUT "20 M 5" ON
SHIM WHERE SHOWN
CUT "20 M 1" ON
SHIM WHERE SHOWN
CUT "20 M 2" ON
SHIM WHERE SHOWN
CUT "20 M 4" ON
DOWNSTREAM
UPSTREAM
C/L W12x106 BEAM
MATERIAL
MATERIAL SCHEDULE
DESCRIPTION
MARK NO.
S-343-A1
S-343-A6
2S-343-A10
CLAMPING BARS
MITER SEAL
1/8" THICK SHIMS
QTY PER LEAF
3"0 6"1-1/2"0 2' 4'1'0 2' 4'1'0 2' 4'1'
ASTM A36
ASTM A709 GRADE 50
ASTM A36
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
SEAL SHALL BE ATTACHED USING GALVANIZED BOLTS.8.
TOP & BOTTOM STEM: 65 DUROMETER HARDNESS
SEAL BULBS: 45 DUROMETER HARDNESS7.
DELIVER SHIMS LOOSE.6.
BETWEEN CHARACTERS.
SHOWN. EACH CHARACTER SHALL BE 1" TALL BY 1/2" WIDE, WITH SPACING
IDENTIFICATION SHALL BE PLASMA CUT ON EACH SHIM (S-343-A10) AS 5.
INSTALL SHIMS FROM DOWNSTREAM SIDE.4.
CAN BE TIGHTENED WITH ALL OR NO SHIMS INSTALLED.
BOLTS FOR THE MITER SEALS SHALL BE THREADED SUCH THAT THE NUTS 3.
COMPRESSION.
TORQUE SEAL BOLTS TO A MINIMUM OF 50 FT-LBS WITHOUT EXCESSIVE SEAL 2.
PROVIDE ADDITIONAL 1/8" THICK SHIM.1.
STRUCTURAL NOTES
ASTM A361/4 THICK SHIM1S-343-A10
S
P A
C E
S
1 1/2 "9"1 1/2 "
S
-3 -A
-2
1'-0"
/4
/4
/4
S
-3
-A
-1
S
P A
C E
S
/4
/4
1 1/2 "9"1 1/2 "
1'-0"
1 1/2 "9"1 1/2 "
2"
/2
/4
S
P A
C E
S
/4
/2
/1
/1
/4
S
P A
C E
S
/4
/1
/1
/1
2"2"
2"
2"
WEDGED BLOCKS
BEVELED BARS
A5 A13
ISOMETRIC
SCALE: 1"=1'-0" SCALE: 1 1/2" = 1'-0" SCALE: 1 1/2" = 1'-0"
DETAIL DETAIL
P
R O
D U
C T
IO
N
D A
T A
P
R O
D U
C T
IO
N
D A
T A
P
R O
D U
C T
IO
N
D A
T A
P
R O
D U
C T
IO
N
D A
T A
A N
S I
D
A D
V E
R T
IS
E
M E
N T
W E
L C
H M
N
L O
C K
S
M
IS
S
IS
S
IP
P I
R
IV
E R
L D
M
IT
E
R G
A T
E R
E P
L A
C E
M E
N T
W
E S
B
J U
N E
P
A U
L M
IN
N
E S
O T
A
S T
P
A U
L D
IS
T
R
-B
U
IL
T N
O
F
IL
E N
A M
E
T G
R U
N D
H O
F F
E E
T
O F
M
IT
E R
P O
S T
R
IG
H T
S-344
H
M O
U A
D
Y O
O N
J U
L Y
A W
IN
G
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 T
M
G F
T S
-3 .d
O
U S
K Y
20FT
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
PLAN
ELEVATIONELEVATION
HOLES (TYP)
1 1/8" DIA.
HOLES, TYP.
1 1/8" DIA.
HOLES, TYP.
1 1/8" DIA.
ELEVATION
ELEVATION
ELEVATION
ELEVATION
ELEVATION
HOLES (TYP)
1 1/8" DIA.
HOLES (TYP)
1 1/8" DIA.
HOLES (TYP)
1 1/8" DIA.
HOLES (TYP)
1 1/8" DIA.
HOLES (TYP)
1 1/8" DIA.
(1 PER SET)
S-344-A5-3
(1 PER SET)
S-344-A5-5
(2 PER SET)
S-344-A5-8
(2 PER SET)
S-344-A5-7
(3 PER SET)
S-344-A5-6
PLAN
PLAN
PLAN
PLAN
PLAN
1' 2'0 6" 1' 2'0 6"
ASTM A363.
S-344-A13-2: 1 REQUIRED FOR RIGHT LEAF, 1 PER SET
S-344-A13-1: 1 REQUIRED FOR RIGHT LEAF, 1 PER SET2.
MACHINE STOCK AFTER FABRICATION TO FINAL DIMENSIONS. DIMENSIONS LABELED WITH * ARE AFTER MACHINING.1.
NOTE:
ASTM A361.
NOTE:
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
0 1' 2'6"
S
P A
C E
S
1 1/2 "8"1 1/2 "
11"
S
-3 -A
-2
1 1/2 "8"1 1/2 "
11"
S
-3
-A
-1
S
P A
C E
S
/4
/4
/4
/1
/2
2"
2"
/2
2"
/4
S
P A
C E
S
/4
/4
S
P A
C E
S
/4
/1
/1
/1
/1
/1
2"
2"
WEDGED BLOCKS
SCALE: 1"=1'-0" SCALE: 1 1/2" = 1'-0" SCALE: 1 1/2" = 1'-0"
DETAIL DETAIL
P
R O
D U
C T
IO
N
D A
T A
P
R O
D U
C T
IO
N
D A
T A
P
R O
D U
C T
IO
N
D A
T A
P
R O
D U
C T
IO
N
D A
T A
A N
S I
D
A D
V E
R T
IS
E
M E
N T
W E
L C
H M
N
L O
C K
S
M
IS
S
IS
S
IP
P I
R
IV
E R
L D
M
IT
E
R G
A T
E R
E P
L A
C E
M E
N T
W
E S
B
J U
N E
P
A U
L M
IN
N
E S
O T
A
S T
P
A U
L D
IS
T
R
-B
U
IL
T N
O
F
IL
E N
A M
E
T G
R U
N D
H O
F F
E E
T
O F
M
IT
E R
P O
S T
L E
F T
S-348
H
M O
U A
D
Y O
O N
J U
L Y
A W
IN
G
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 T
M
G F
T S
-3 .d
O
U S
K Y
20FT
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
ELEVATION
PLAN
ELEVATION
HOLES (TYP)
1 1/8" DIA.
HOLES (TYP)
1 1/8" DIA.
63 63
(1 PER SET)
S-348-A5-4
(1 PER SET)
S-348-A5-5
(2 PER SET)
S-348-A5-8
(2 PER SET)
S-348-A5-7
(3 PER SET)
S-348-A5-6
ELEVATION
ELEVATION
ELEVATION
ELEVATION
ELEVATION
PLAN
PLAN
HOLES (TYP)
1 1/8" DIA.
HOLES (TYP)
1 1/8" DIA.
HOLES (TYP)
1 1/8" DIA.
HOLES (TYP)
1 1/8" DIA.
HOLES (TYP)
1 1/8" DIA.
PLAN
PLAN
PLAN
1' 2'0 6" 1' 2'0 6"
ASTM A363.
S-348-A13-2: 1 REQUIRED FOR LEFT LEAF, 1 PER SET
S-348-A13-1: 1 REQUIRED FOR LEFT LEAF, 1 PER SET2.
MACHINE STOCK AFTER FABRICATION TO FINAL DIMENSIONS. DIMENSIONS LABELED WITH * ARE AFTER MACHINING.1.
NOTE:
ASTM A361.
NOTE:
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
0 1' 2'6"
1 1
1 3/8 "
1 3/8 "
1'- 3/8 "
S P
A C
E S
/2
/2
/2
/2
/2
/2
2 1/2 "
2 1/2 "
1 1/4 "
/4
/2
/2
/2
/2
/4
/4
S P
A C
E S
/4
S P
A C
E S
/4
S
P A
C E
S
T Y
P
/8
T Y
P
1'-1 3/8 "
2 3/8 "
11"
T Y
P
T Y
P
/8
R
1 3/8 "
/8
/2
1'- 3/8 "
/8
6 3/16 "1 7/16 "2"2 3/4 "
1"
/1
/8
HEAVY HEX NUT
AS A JAM NUT
NUT EMPLOYED
HEAVY HEX
STANDARD
DOUBLE NUT:
1 - 1/4" THICK
1 - 1/8" THICK
SPACER SHIMS
3/4" BOLT
HARDNESS
BULB AND STEM
ZONE BETWEEN
1" TRANSITION
NYLON ABOVE AND BELOW PLATE
RADIUS ON ALL EDGES AND 3 PLY
50 WITH 1/4" COVER AND 1/8"
PL. 3/8"X4" ASTM A709 GRADE
CLAMPING BAR
SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0" SCALE: 6" = 1'-0"
DETAILDETAIL DETAIL DETAIL
P
R O
D U
C T
IO
N
D A
T A
P
R O
D U
C T
IO
N
D A
T A
P
R O
D U
C T
IO
N
D A
T A
P
R O
D U
C T
IO
N
D A
T A
A N
S I
D
A D
V E
R T
IS
E
M E
N T
W E
L C
H M
N
L O
C K
S
M
IS
S
IS
S
IP
P I
R
IV
E R
L D
M
IT
E
R G
A T
E R
E P
L A
C E
M E
N T
W
E S
B
J U
N E
P
A U
L M
IN
N
E S
O T
A
S T
P
A U
L D
IS
T
R
-B
U
IL
T N
O
F
IL
E N
A M
E
T G
R U
N D
H O
F F
E E
T
O F
M
IT
E R
P O
S T
R
IG
H T
S-343
H
M O
U A
D
Y O
O N
J U
L Y
A W
IN
G
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 T
M
G F
T S
-3 .d
O
U S
K Y
23FT
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
HOLES (TYP)
7/8" DIA.
HOLES (TYP)
7/8" DIA.
PL. 5/8" (TYP)
DS US
SHIM WHERE SHOWN
CUT "23 M 1" ON
SHIM WHERE SHOWN
CUT "23 M 2" ON
SHIM WHERE SHOWN
CUT "23 M 5" ON
SHIM WHERE SHOWN
CUT "23 M 3" ON
SHIM WHERE SHOWN
CUT "23 M 4" ON
SHIM WHERE SHOWN
CUT "23 M 6" ON
DOWNSTREAM
UPSTREAM
C/L W12x106 BEAM
MATERIAL
MATERIAL SCHEDULE
DESCRIPTION
MARK NO.
S-343-A1
S-343-A6
2S-343-A10
CLAMPING BARS
MITER SEAL
1/8" THICK SHIMS
QTY PER LEAF
3"0 6"1-1/2"0 2' 4'1'0 2' 4'1'0 2' 4'1'
ASTM A36
ASTM A709 GRADE 50
ASTM A36
SEAL SHALL BE ATTACHED USING GALVANIZED BOLTS.8.
TOP & BOTTOM STEM: 65 DUROMETER HARDNESS
SEAL BULBS: 45 DUROMETER HARDNESS7.
DELIVER SHIMS LOOSE.6.
BETWEEN CHARACTERS.
SHOWN. EACH CHARACTER SHALL BE 1" TALL BY 1/2" WIDE, WITH SPACING
IDENTIFICATION SHALL BE PLASMA CUT ON EACH SHIM (S-343-A10) AS 5.
INSTALL SHIMS FROM DOWNSTREAM SIDE.4.
CAN BE TIGHTENED WITH ALL OR NO SHIMS INSTALLED.
BOLTS FOR THE MITER SEALS SHALL BE THREADED SUCH THAT THE NUTS 3.
COMPRESSION.
TORQUE SEAL BOLTS TO A MINIMUM OF 50 FT-LBS WITHOUT EXCESSIVE SEAL 2.
PROVIDE ADDITIONAL 1/8" THICK SHIM.1.
STRUCTURAL NOTES
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
S-343-A10 1 1/4" THICK SHIM ASTM A36
9"
S -3
-A
-2
1'-0"
/4
/4
/4
S
-3
-A
-1
S
P A
C E
S
/4
/4
1 1/2 "9"1 1/2 "
1 1/2 "9"1 1/2 "
1'-0"
/2
/4
S
P A
C E
S
/4
/4
/4
/2
/1
/2
/1
2"
/1
/4
S
P A
C E
S
/4
/1
/1
/1
2"
2"
2"
2"
2"
WEDGE BLOCKS
BELEVED BARS
SCALE: 3/4"=1'-0" SCALE: 1 1/2" = 1'-0" SCALE: 1 1/2" = 1'-0"
DETAIL DETAIL
P
R O
D U
C T
IO
N
D A
T A
P
R O
D U
C T
IO
N
D A
T A
P
R O
D U
C T
IO
N
D A
T A
P
R O
D U
C T
IO
N
D A
T A
A N
S I
D
A D
V E
R T
IS
E
M E
N T
W E
L C
H M
N
L O
C K
S
M
IS
S
IS
S
IP
P I
R
IV
E R
L D
M
IT
E
R G
A T
E R
E P
L A
C E
M E
N T
W
E S
B
J U
N E
P
A U
L M
IN
N
E S
O T
A
S T
P
A U
L D
IS
T
R
-B
U
IL
T N
O
F
IL
E N
A M
E
T G
R U
N D
H O
F F
E E
T
O F
M
IT
E R
P O
S T
R
IG
H T
S-344
H
M O
U A
D
Y O
O N
J U
L Y
A W
IN
G
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 T
M
G F
T S
-3 .d
O
U S
K Y
23FT
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
PLAN
ELEVATIONELEVATION
HOLES (TYP)
1 1/8" DIA.
HOLES, TYP.
1 1/8" DIA.HOLES, TYP.
1 1/8" DIA.
ELEVATION
ELEVATION
ELEVATION
ELEVATION
ELEVATION
ELEVATION
HOLES (TYP)
1 1/8" DIA.
HOLES (TYP)
1 1/8" DIA.
HOLES (TYP)
1 1/8" DIA.
HOLES (TYP)
1 1/8" DIA.
(1 PER SET)
S-344-A5-3
(1 PER SET)
S-344-A5-4
(1 PER SET)
S-344-A5-5
(2 PER SET)
S-344-A5-8
(2 PER SET)
S-344-A5-7
(3 PER SET)
S-344-A5-6
PLAN
PLAN PLAN
PLAN
PLAN
PLAN
HOLES (TYP)
1 1/8" DIA.
HOLES (TYP)
1 1/8" DIA.
2'0 1' 4' 1' 2'0 6" 1' 2'0 6"
ASTM A363.
S-344-A13-2: 1 REQUIRED FOR RIGHT LEAF, 1 PER SET
S-344-A13-1: 2 REQUIRED FOR RIGHT LEAF, 2 PER SET2.
MACHINE STOCK AFTER FABRICATION TO FINAL DIMENSIONS. DIMENSIONS LABELED WITH * ARE AFTER MACHINING.1.
NOTE:
ASTM A361.
NOTE:
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R
/2
/4
/4
/2
/1
/2
/4
S
P A
C E
S
/4
/4
S
P A
C E
S
/4
2"
2"
2"
2" 2"
2"
/1
/1
" 5
/1
/1
/1
3/16 "1" 3/16 "
1 3/8 "
S
-3 -A
-1
S
P A
C E
S
/4
/4
/4
/1
S -3
-A
-2
1 1/2 "8"1 1/2 "
11"
BEVELED BARS
WEDGE BLOCKS
SCALE: 3/4"=1'-0" SCALE: 1 1/2" = 1'-0" SCALE: 1 1/2" = 1'-0"
DETAIL DETAIL
P
R O
D U
C T
IO
N
D A
T A
P
R O
D U
C T
IO
N
D A
T A
P
R O
D U
C T
IO
N
D A
T A
P
R O
D U
C T
IO
N
D A
T A
A N
S I
D
A D
V E
R T
IS
E
M E
N T
W E
L C
H M
N
L O
C K
S
M
IS
S
IS
S
IP
P I
R
IV
E R
L D
M
IT
E
R G
A T
E R
E P
L A
C E
M E
N T
W
E S
B
J U
N E
P
A U
L M
IN
N
E S
O T
A
S T
P
A U
L D
IS
T
R
-B
U
IL
T N
O
F
IL
E N
A M
E
T G
R U
N D
H O
F F
E E
T
O F
M
IT
E R
P O
S T
L E
F T
S-348
H
M O
U A
D
Y O
O N
J U
L Y
A W
IN
G
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 T
M
G F
T S
-3 .d
O
U S
K Y
23FT
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
(1 PER SET)
S-348-A5-4
(1 PER SET)
S-348-A5-5
(2 PER SET)
S-348-A5-8
(2 PER SET)
S-348-A5-7
(3 PER SET)
S-348-A5-6
ELEVATION
ELEVATION
ELEVATION
ELEVATION
ELEVATION
PLAN
PLAN
HOLES (TYP)
1 1/8" DIA.
(1 PER SET)
S-348-A5-3
ELEVATION
HOLES (TYP)
1 1/8" DIA.
PLAN
HOLES (TYP)
1 1/8" DIA.
HOLES (TYP)
1 1/8" DIA.
HOLES (TYP)
1 1/8" DIA.
HOLES (TYP)
1 1/8" DIA.
PLAN
PLAN
PLAN
ELEVATION
PLAN
ELEVATION
HOLES (TYP)
1 1/8" DIA.
HOLES (TYP)
1 1/8" DIA.
63 63
2'0 1' 4' 1' 2'0 6" 1' 2'0 6"
ASTM A363.
S-348-A13-2: 1 REQUIRED FOR LEFT LEAF, 1 PER SET
S-348-A13-1: 2 REQUIRED FOR LEFT LEAF, 2 PER SET2.
MACHINE STOCK AFTER FABRICATION TO FINAL DIMENSIONS. DIMENSIONS LABELED WITH * ARE AFTER MACHINING.1.
NOTE:
ASTM A361.
NOTE:
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R
/4
/2
/2
/2
/2
/4
/4
/2
/2
/2
/2
/2
/2
2 1/2 "
2 1/2 "
1 1/4 "
S P
A C
E S
/4
S P
A C
E S
/4
1 3/8 "
1 3/8 "
1'- 3/8 "
S P
A C
E S
11"2 3/8 "
1'-1 3/8 "
S
P A
C E
S
T Y
P
S
P A
C E
S
/8
T Y
P
T Y
P
T Y
P
/8
R
1 3/8 "
/8
/2
1'- 3/8 "
1"
6 3/16 "1 7/16 "2"2 3/4 "
/8
/1
/8
HOLES (TYP)
7/8" DIA.
PL. 5/8" (TYP)
HOLES (TYP)
7/8" DIA.
SHIM WHERE SHOWN
CUT "25 M 1" ON
SHIM WHERE SHOWN
CUT "25 M 2" ON
SHIM WHERE SHOWN
CUT "25 M 3" ON
SHIM WHERE SHOWN
CUT "25 M 3" ON
SHIM WHERE SHOWN
CUT "25 M 3" ON
SHIM WHERE SHOWN
CUT "25 M 3" ON
SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0" SCALE: 6" = 1'-0"
DETAILDETAIL DETAIL
P
R O
D U
C T
IO
N
D A
T A
P
R O
D U
C T
IO
N
D A
T A
P
R O
D U
C T
IO
N
D A
T A
P
R O
D U
C T
IO
N
D A
T A
A N
S I
D
A D
V E
R T
IS
E
M E
N T
W E
L C
H M
N
L O
C K
S
M
IS
S
IS
S
IP
P I
R
IV
E R
L D
M
IT
E
R G
A T
E R
E P
L A
C E
M E
N T
W
E S
B
J U
N E
P
A U
L M
IN
N
E S
O T
A
S T
P
A U
L D
IS
T
R
-B
U
IL
T N
O
F
IL
E N
A M
E
T G
R U
N D
H O
F F
E E
T
O F
M
IT
E R
P O
S T
R
IG
H T
S-343
H
M O
U A
D
Y O
O N
J U
Y
A W
IN
G
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 T
M
G F
T S
-3 .d
O
U S
K Y
25FT
SCALE: 1/2" = 1'-0"
DETAIL
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
HEAVY HEX NUT
AS A JAM NUT
NUT EMPLOYED
HEAVY HEX
STANDARD
DOUBLE NUT:
1 - 1/4" THICK
1 - 1/8" THICK
SPACER SHIMS
CLAMPING BAR
NYLON ABOVE AND BELOW PLATE
RADIUS ON ALL EDGES AND 3 PLY
50 WITH 1/4" COVER AND 1/8"
PL. 3/8"X4" ASTM A709 GRADE
HARDNESS
BULB AND STEM
ZONE BETWEEN
1" TRANSITION
3/4" BOLT
UPSTREAM
DOWNSTREAM
C/L W12x106 BEAM
3"0 6"1-1/2"0 2' 4'1'0 2' 4'1'
SEAL SHALL BE ATTACHED USING GALVANIZED BOLTS.8.
TOP & BOTTOM STEM: 65 DUROMETER HARDNESS
SEAL BULB: 45 DUROMETER HARDNESS7.
DELIVER SHIMS LOOSE.6.
BETWEEN CHARACTERS.
SHOWN. EACH CHARACTER SHALL BE 1" TALL BY 1/2" WIDE, WITH SPACING
IDENTIFICATION SHALL BE PLASMA CUT ON EACH SHIM (S-343-A10) AS 5.
INSTALL SHIMS FROM DOWNSTREAM SIDE.4.
CAN BE TIGHTENED WITH ALL OR NO SHIMS INSTALLED.
BOLTS FOR THE MITER SEALS SHALL BE THREADED SUCH THAT THE NUTS 3.
COMPRESSION.
TORQUE SEAL BOLTS TO A MINIMUM OF 50 FT-LBS WITHOUT EXCESSIVE SEAL 2.
PROVIDE ADDITIONAL 1/8" THICK SHIM.1.
STRUCTURAL NOTES
MATERIAL
MATERIAL SCHEDULE
DESCRIPTION
MARK NO.
S-343-A1
S-343-A6
1S-343-A10
CLAMPING BARS
MITER SEAL
1/4" THICK SHIMS
QTY PER LEAF
ASTM A36
ASTM A709 GRADE 50
ASTM A36
S-343-A10 2 1/8" THICK SHIMS ASTM A36
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
0 2' 4'1'
/2
/4
S
P A
C E
S
/4
2"
/2
/4
S
P A
C E
S
/4
/1
/1
/2
/1
/4
S
P A
C E
S
/4
/1
/1
/1
2"
2" 2"
2"
2"
S
P A
C E
S
S -3
-A
-2
/4
/4
/4
/4
/4
1'-0"
S
P A
C E
S
1 1/2 "9"1 1/2 "
S
-3
-A
-1
1 1/2 "9"1 1/2 "
1 1/2 "9"1 1/2 "
1'-0"
BEVELED BARS
BLOCKS
WEDGE
SCALE: 3/4"=1'-0" SCALE: 1 1/2" = 1'-0" SCALE: 1 1/2" = 1'-0"
DETAIL DETAIL
P
R O
D U
C T
IO
N
D A
T A
P
R O
D U
C T
IO
N
D A
T A
P
R O
D U
C T
IO
N
D A
T A
P
R O
D U
C T
IO
N
D A
T A
A N
S I
D
A D
V E
R T
IS
E
M E
N T
W E
L C
H M
N
L O
C K
S
M
IS
S
IS
S
IP
P I
R
IV
E R
L D
M
IT
E
R G
A T
E R
E P
L A
C E
M E
N T
W
E S
B
J U
N E
P
A U
L M
IN
N
E S
O T
A
S T
P
A U
L D
IS
T
R
-B
U
IL
T N
O
F
IL
E N
A M
E
T G
R U
N D
H O
F F
E E
T
O F
M
IT
E R
P O
S T
R
IG
H T
S-344
H
M O
U A
D
Y O
O N
J U
A W
IN
G
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 T
M
G F
T S
-3 .d
O
U S
K Y
25FT
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
S-344-A5-3
(1 PER SET)
S-344-A5-5
(1 PER SET)
S-344-A5-8
(2 PER SET)
S-344-A5-7
(3 PER SET)
S-344-A5-6
(3 PER SET)
ELEVATION ELEVATION
ELEVATION
ELEVATION
ELEVATION
HOLES, TYP.
1 1/8" DIA.
S-344-A5-2
(1 PER SET)
ELEVATION
HOLES, TYP.
1 1/8" DIA.
HOLES, TYP.
1 1/8" DIA.
PLAN
PLAN PLAN
HOLES, TYP.
1 1/8" DIA.
HOLES, TYP.
1 1/8" DIA.
HOLES, TYP.
1 1/8" DIA.
PLAN
PLAN
PLAN
PLAN
ELEVATIONELEVATION
HOLES, TYP.
1 1/8" DIA.
HOLES, TYP.
1 1/8" DIA.
2'0 1' 4' 1' 2'0 6" 1' 2'0 6"
ASTM A363.
S-344-A13-2: 1 REQUIRED FOR RIGHT LEAF, 1 PER SET
S-344-A13-1: 2 REQUIRED FOR RIGHT LEAF, 2 PER SET2.
MACHINE STOCK AFTER FABRICATION TO FINAL DIMENSIONS. DIMENSIONS LABELED WITH * ARE AFTER MACHINING.1.
NOTE:
ASTM A361.
NOTE:
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R
/1
" 1
/4
/4
/4
/8
S
-3
-A
-1
S
P A
C E
S
S
-3 -A
-2
S
P A
C E
S
1 1/2 "8"1 1/2 "
11"
1 1/2 "8"1 1/2 "
11"
" 5
/1
/2
/2
2"
/2
/4
S
P A
C E
S
/4
/4
S
P A
C E
S
/4
/4
S
P A
C E
S
/4
" 5
/1
" 5
/1
" 5
/1
" 5
/1
" 5
/1
2" 2" 2"
2"
2"
SCALE: 3/4"=1'-0" SCALE: 1 1/2" = 1'-0" SCALE: 1 1/2" = 1'-0"
DETAIL DETAIL
P
R O
D U
C T
IO
N
D A
T A
P
R O
D U
C T
IO
N
D A
T A
P
R O
D U
C T
IO
N
D A
T A
P
R O
D U
C T
IO
N
D A
T A
A N
S I
D
A D
V E
R T
IS
E
M E
N T
W E
L C
H M
N
L O
C K
S
M
IS
S
IS
S
IP
P I
R
IV
E R
L D
M
IT
E
R G
A T
E R
E P
L A
C E
M E
N T
W
E S
B
J U
N E
P
A U
L M
IN
N
E S
O T
A
S T
P
A U
L D
IS
T
R
-B
U
IL
T N
O
F
IL
E N
A M
E
T G
R U
N D
H O
F F
E E
T
O F
M
IT
E R
P O
S T
L E
F T
S-348
H
M O
U A
D
Y O
O N
J U
A W
IN
G
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 T
M
G F
T S
-3 .d
O
U S
K Y
25FT
WEDGE BLOCKS
BEVELED BARS
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
HOLES, TYP.
1 1/8" DIA.
HOLES, TYP.
1 1/8" DIA.
ELEVATIONELEVATION
PLAN
HOLES, TYP.
1 1/8" DIA.
HOLES, TYP.
1 1/8" DIA.
HOLES, TYP.
1 1/8" DIA.
HOLES, TYP.
1 1/8" DIA.
HOLES, TYP.
1 1/8" DIA.
HOLES, TYP.
1 1/8" DIA.
S-348-A5-7
(3 PER SET)
S-348-A5-6
(3 PER SET)
S-348-A5-3
(1 PER SET)
S-348-A5-4
(1 PER SET)
S-348-A5-5
(1 PER SET)
S-348-A5-8
(2 PER SET)
ELEVATION
ELEVATION
ELEVATION
ELEVATION
ELEVATION
PLAN
ELEVATION
PLAN PLAN PLAN
PLAN
PLAN
2'0 1' 4' 1' 2'0 6" 1' 2'0 6"
ASTM A363.
S-348-A13-2: 1 REQUIRED FOR LEFT LEAF, 1 PER SET
S-348-A13-1: 2 REQUIRED FOR LEFT LEAF, 2 PER SET2.
MACHINE STOCK AFTER FABRICATION TO FINAL DIMENSIONS. DIMENSIONS LABELED WITH * ARE AFTER MACHINING.1.
NOTE:
ASTM A361.
NOTE:
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R
2 1/2 "
2 1/2 "
1 1/4 "
/2
/2
/2
/2
/2
/2
/4
/2
/2
/2
/2
/2
/4
S P
A C
E S
/2
/4
/4
S P
A C
E S
/4
/2
/2
1 3/8 "
1'- 3/8 "
1 3/8 "
S P
A C
E S
1'-1 3/8 "
S
P A
C E
S
T Y
P
T Y
P
/8
T Y
P
2 3/8 "
11"
T Y
P
T Y
P
/8
R
1 3/8 "
/8
/2
1'- 3/8 "
/8
6 3/16 "1 7/16 "2"2 3/4 "
1"
/1
/8
SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0"
DETAIL
SCALE: 6" = 1'-0"
DETAIL DETAIL DETAIL
1 3/8 "
1'- 3/8 "
1 3/8 "
HOLES, (TYP)
7/8" DIA.
P
R O
D U
C T
IO
N
D A
T A
P
R O
D U
C T
IO
N
D A
T A
P
R O
D U
C T
IO
N
D A
T A
P
R O
D U
C T
IO
N
D A
T A
A N
S I
D
A D
V E
R T
IS
E
M E
N T
W E
L C
H M
N
L O
C K
S
M
IS
S
IS
S
IP
P I
R
IV
E R
L D
M
IT
E
R G
A T
E R
E P
L A
C E
M E
N T
W
E S
B
J U
N E
P
A U
L M
IN
N
E S
O T
A
S T
P
A U
L D
IS
T
R
-B
U
IL
T N
O
F
IL
E N
A M
E
T G
R U
N D
H O
F F
E E
T
O F
M
IT
E R
P O
S T
R
IG
H T
S-343
H
M O
U A
D
Y O
O N
J U
L Y
A W
IN
G
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 T
M
G F
T S
-3 .d
O
U S
K Y
30FT
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
PL. 5/8" (TYP)
HOLES, (TYP)
7/8" DIA.
HOLES, (TYP)
7/8" DIA.
SHIM WHERE SHOWN
CUT "30 M 1" ON
SHIM WHERE SHOWN
CUT "30 M 2" ON
SHIM WHERE SHOWN
CUT "30 M 3" ON
SHIM WHERE SHOWN
CUT "30 M 4" ON
SHIM WHERE SHOWN
CUT "30 M 5" ON
SHIM WHERE SHOWN
CUT "30 M 6" ON
SHIM WHERE SHOWN
CUT "30 M 7" ON
SHIM WHERE SHOWN
CUT "30 M 8" ON
UPSTREAM
DOWNSTREAM
C/L W12x106 BEAM
HEAVY HEX NUT
AS A JAM NUT
NUT EMPLOYED
HEAVY HEX
STANDARD
DOUBLE NUT:
1 - 1/4" THICK
1 - 1/8" THICK
SPACER SHIMS
3/4" BOLT
HARDNESS
BULB AND STEM
ZONE BETWEEN
1" TRANSITION
NYLON ABOVE AND BELOW PLATE
RADIUS ON ALL EDGES AND 3 PLY
50 WITH 1/4" COVER AND 1/8"
PL. 3/8"X4" ASTM A709 GRADE
CLAMPING BAR
0 2' 4'1' 0 2' 4'1' 0 2' 4'1' 3"0 6"1-1/2"
MATERIAL
MATERIAL SCHEDULE
DESCRIPTION
MARK NO.
S-343-A1
S-343-A6
2S-343-A10
CLAMPING BARS
MITER SEAL
1/8" THICK SHIMS
QTY PER LEAF
ASTM A36
ASTM A709 GRADE 50
ASTM A36
SEALS SHALL BE ATTACHED USING GALVANIZED BOLTS8.
TOP & BOTTOM STEM: 65 DUROMETER HARDNESS
SEAL BULB: 45 DUROMETER HARDNESS7.
DELIVER SHIMS LOOSE.6.
BETWEEN CHARACTERS.
SHOWN. EACH CHARACTER SHALL BE 1" TALL BY 1/2" WIDE, WITH SPACING
IDENTIFICATION SHALL BE PLASMA CUT ON EACH SHIM (S-343-A10) AS 5.
INSTALL SHIMS FROM DOWNSTREAM SIDE.4.
CAN BE TIGHTENED WITH ALL OR NO SHIMS INSTALLED.
BOLTS FOR THE MITER SEALS SHALL BE THREADED SUCH THAT THE NUTS 3.
COMPRESSION.
TORQUE SEAL BOLTS TO A MINIMUM OF 50 FT-LBS WITHOUT EXCESSIVE SEAL 2.
PROVIDE ADDITIONAL 1/8" THICK SHIM.1.
STRUCTURAL NOTES
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
ASTM A361/4" THICK SHIMS1S-343-A10
/4
/4
/4
/4
S
-3
-A
-1
S
P A
C E
S
1 1/2 "9"1 1/2 "
1'-0"
1 1/2 "9"1 1/2 "
1'-0"
1 1/2 "9"1 1/2 "
S
P A
C E
S
S
-3 -A
-2
/2
/4
S
P A
C E
S
/4
2"
/2
/4
S
P A
C E
S
/4
/1
/1
/1
/1
/1
/1
2"
2"
2"
2"
2"
/4
S
P A
C E
S
/4
/2
BLOCKS
WEDGE
A13
A5
SCALE: 1 1/2" = 1'-0" SCALE: 1 1/2" = 1'-0"SCALE: 3/4" = 1'-0"
DETAIL DETAIL
P
R O
D U
C T
IO
N
D A
T A
P
R O
D U
C T
IO
N
D A
T A
P
R O
D U
C T
IO
N
D A
T A
P
R O
D U
C T
IO
N
D A
T A
A N
S I
D
A D
V E
R T
IS
E
M E
N T
W E
L C
H M
N
L O
C K
S
M
IS
S
IS
S
IP
P I
R
IV
E R
L D
M
IT
E
R G
A T
E R
E P
L A
C E
M E
N T
W
E S
B
J U
N E
P
A U
L M
IN
N
E S
O T
A
S T
P
A U
L D
IS
T
R
-B
U
IL
T N
O
F
IL
E N
A M
E
T G
R U
N D
H O
F F
E E
T
O F
M
IT
E R
P O
S T
R
IG
H T
S-344
H
M O
U A
D
Y O
O N
J U
L Y
A W
IN
G
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 T
M
G F
T S
-3 .d
O
U S
K Y
30FT
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
PLAN
ELEVATIONELEVATION
HOLES, TYP.
1 1/8" DIA.
HOLES, TYP.
1 1/8" DIA.
PLAN
(1 PER SET)
S-344-A5-3
(1 PER SET)
S-344-A5-5
(2 PER SET)
S-344-A5-8
(3 PER SET)
S-344-A5-7
(3 PER SET)
S-344-A5-6
ELEVATION ELEVATION
ELEVATION
ELEVATION
ELEVATION
HOLES, TYP.
1 1/8" DIA.
(1 PER SET)
S-344-A5-2
ELEVATION
HOLES, TYP.
1 1/8" DIA.
HOLES, TYP.
1 1/8" DIA.
HOLES, TYP.
1 1/8" DIA.
HOLES, TYP.
1 1/8" DIA.
HOLES, TYP.
1 1/8" DIA.
PLAN PLAN PLAN
PLAN
PLAN
1' 2'0 6"2'0 1' 4' 1' 2'0 6"
ASTM A363.
S-344-A13-2: 1 REQUIRED FOR RIGHT LEAF, 1 PER SET
S-344-A13-1: 2 REQUIRED FOR RIGHT LEAF, 2 PER SET2.
MACHINE STOCK AFTER FABRICATION TO FINAL DIMENSIONS. DIMENSIONS LABELED WITH * ARE AFTER MACHINING.1.
NOTE:
ASTM A361.
NOTE:
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R
/1
/4
/8
/4
1 1/2 "8"1 1/2 "
11"
S
-3
-A
-1
S
P A
C E
S
S
P A
C E
S
S
-3 -A
-2
1 1/2 "8"1 1/2 "
11"
/2
/2
/2
/1
/1
/1
/4
S
P A
C E
S
/4
/4
S
P A
C E
S
/4
/4
S
P A
C E
S
/4
/1
/1
/1
2"
2"
2"
2"2"2"
SCALE: 3/4"=1'-0" SCALE: 1 1/2" = 1'-0" 1 1/2" = 1'-0"
DETAIL DETAIL
P
R O
D U
C T
IO
N
D A
T A
P
R O
D U
C T
IO
N
D A
T A
P
R O
D U
C T
IO
N
D A
T A
P
R O
D U
C T
IO
N
D A
T A
A N
S I
D
A D
V E
R T
IS
E
M E
N T
W E
L C
H M
N
L O
C K
S
M
IS
S
IS
S
IP
P I
R
IV
E R
L D
M
IT
E
R G
A T
E R
E P
L A
C E
M E
N T
W
E S
B
J U
N E
P
A U
L M
IN
N
E S
O T
A
S T
P
A U
L D
IS
T
R
-B
U
IL
T N
O
F
IL
E N
A M
E
T G
R U
N D
H O
F F
E E
T
O F
M
IT
E R
P O
S T
L E
F T
S-348
H
M O
U A
D
Y O
O N
J U
L Y
A W
IN
G
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 T
M
G F
T S
-3 .d
O
U S
K Y
30FT
WEDGE BLOCKS
BEVELED BARS
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
PLAN
ELEVATION ELEVATION
HOLES (TYP)
1 1/8" DIA.
HOLES (TYP)
1 1/8" DIA.
(1 PER SET)
S-348-A5-3
(1 PER SET)
S-348-A5-4 (1 PER SET)
S-348-A5-5
(2 PER SET)
S-348-A5-8
(3 PER SET)
S-348-A5-7
(3 PER SET)
S-348-A5-6
ELEVATION
ELEVATION
ELEVATION
ELEVATION
ELEVATION
ELEVATION
HOLES (TYP)
1 1/8" DIA.
HOLES (TYP)
1 1/8" DIA.
HOLES (TYP)
1 1/8" DIA.
HOLES (TYP)
1 1/8" DIA.
HOLES (TYP)
1 1/8" DIA.
HOLES (TYP)
1 1/8" DIA.
PLAN
PLAN
PLANPLANPLANPLAN
1' 2'0 6"1' 2'0 6"2'0 1' 4'
ASTM A363.
S-348-A13-2: 1 REQUIRED PER LEAF LEFT, 1 PER SET
S-348-A13-1: 2 REQUIRED PER LEFT LEAF, 2 PER SET2.
MACHINE STOCK AFTER FABRICATION TO FINAL DIMENSIONS. DIMENSIONS LABELED WITH * ARE AFTER MACHINING.1.
NOTE:
ASTM A361.
NOTE:
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R
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