LD2425_LIFT BM PLANS_DEC'17_TO CT.pdf

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DRAWING/DETAIL LOCATION DESIGNATION

L1 LOUVER TYPE SYMBOL

DRAWING/DETAIL TITLE

DRAWING NAME

1/8" = 1' 0"

(DRAWN) SHOWN

DRAWING/DETAIL LIMITS

DETAIL DESIGNATION

DESIGNATION

SECTION/DETAIL LOCATION DESIGNATION

SECTION/DETAIL

DESIGNATION

EXTERIOR ELEVATION

DESIGNATION

INTERIOR ELEVATION### ##

BREAK LINE, MATERIAL

COLUMN REFERENCE

TO CONTINUE

REVISION CLOUD

NORTH ARROW

ELEVATION TARGET

REVISION DESIGNATION

ELEVATION/DETAIL LOCATION DESIGNATION

ELEVATION/DETAIL LOCATION DESIGNATION

DETAIL LOCATION DESIGNATION

MATCH LINE

MATCH LINE

SIMILAR, OR OPPOSITE HAND

SCALE

SHEET NUMBER DESIGNATION WHERE

REF ##/#-###

FOR CONTINUATION

X-XXX

(DRAWN) SHOWN

SHEET NUMBER DESIGNATION WHERE

NOT USED ON SHEET

SHOWN

SHEET NUMBER DESIGNATION WHERE (DRAWN)

SHOWN

SHEET NUMBER DESIGNATION WHERE (DRAWN)

FIRST REFERENCED

SHEET NUMBER DESIGNATION WHERE

LEVEL

INDICATES TRUE NORTH

INDICATES PLAN NORTH

K

ABBREVIATIONS

GENERAL NOTES

NORTH

PLAN

KEYNOTE

KEYNOTE

GENERAL

TITLESHT

MECHANICAL

STRUCTURAL

G-001 COVER SHEET

G-002

G-003

G-004

L&D 24 PROJECT LOCATION MAP AND VICINITY MAP

L&D 25 PROJECT LOCATION MAP AND VICINITY MAP

2S001

2S101

2S102 PLAN OF UPPER AND LOWER TRUSSES

2S103

2S502

2S503

2S504

2S505

DETAILS AT PICKUP CENTERS

CONTROL DIMENSIONS

PLAN AND ELEVATION

DETAILS AND SECTIONS

1S101

1S501

1S502 DETAILS

1S503 DETAILS

ELEVATIONS

2S501 DETAILS AT SHEAVE CENTERS

SUPPORT LEGS AND MISC. DETAILS

JOINT DETAILS - SHEET 1 OF 3

JOINT DETAILS - SHEET 2 OF 3

JOINT DETAILS - SHEET 3 OF 32S506

2S507

2S508 END ROLLER ASSEMBLY - DETAILS

END ROLLER ASSEMBLY - PLANS AND SECTIONS

M-101

M-501

M-502

M-503

M-504

M-102

LATCH DETAILS

LATCH DETAILS

LATCH DETAILS

LATCH DETAILS AND PARTS LIST

3S101

3S102

3S103

3S501

3S502

3S503

3S504

3S505

3S506

3S507

BULKHEAD PICKUP ASSEMBLY

PLAN OF UPPER AND LOWER TRUSSES

DETAILS AT SHEAVE CENTERS

DETAILS AT HOOK CENTERS

INDEX OF DRAWINGS

WELDING NOTES

PROOF LOAD TEST

148,000 (LB) 185,000 (LB)

73,000 (LB) 91,250 (LB)

LIFTING BEAM

LD 24 TAINTER GATE

LIFTING BEAM

LD 25 TAINTER GATE

110,000 (LB) 137,500 (LB)

LIFTING BEAM

LD 25 ROLLER GATE

INDEX OF DRAWINGS AND GENERAL NOTES

ELEVATIONS

TYPICAL SECTIONS AND DETAILS

TOP CHORD JOINT DETAILS

BOTTOM CHORD JOINT DETAILS

UPSTREAM ELEVATION JOINT DETAILS

3S508

DOWNSTREAM ELEVATION JOINT DETAILS

3S509

3S001 CONTROL DIMENSIONS

EMD ROLLER ASSEMBLY - PLAN AND ELEVATION

END ROLLER ASSEMBLY - DETAILS

(LIFTING BEAM)

PROOF LOAD

(PER HOOK)

PROOF LOAD

WITHOUTW/O

WITHW/

WIDTHW

UNLESS NOTED OTHERWISEUNO

TYPICALTYP

TOP AND BOTTOMT&B

STAINLESS STEELSST

SPECIFICATIONSSPEC

SIMILARSIM

PLATEPL OR

PIECEPC

OUT TO OUTO-O

OPPOSITE HANDOH

OUTSIDE FACEOF

ON CENTEROC

NUMBERNO

NON DESTRUCTIVE TESTINGNDT

NEAR FACENF

MT MAGNETIC PARTIAL

MISCELLANEOUSMISC

MIRROREDMIRR

MINIMUMMIN

MAXIMUMMAX

LONGLG

INSIDE FACEIF

HEIGHTHT

INSTALLED

GOVERNMENT FURNISHED, CONTRACTOR GFCI

GALVANIZEDGALV

FRACTURE CRITICAL WELDFCW

FRACTURE CRITICAL MEMBERFCM

FAR FACEFF

EXISTINGEXIST

EACH WAYEW

ELEVATIONEL

EACH FACEEF

DRAWINGDWG

DIAMETERDIA

CONTRACTING OFFICERS REPRESENTATIVECOR

COMPLETE JOINT PENETRATIONCJP

CLEARCLR

CENTER LINEC/L OR

BOTTOMBOT

ALTERNATE WITHALT W/

APPROXIMATEAPPROX

GENERAL SYMBOLSINDEX OF DRAWINGS (CONT')

TITLESHT

GENERAL NOTES (CONT')

S-101

S-201

S-202

S-502

S-503

S-504

S-505

UPSTREAM AND DOWNSTREAM - PLAN

ELEVATIONS

DETAILS

ROLLERS, SEALS AND BUFFER DETAILS

STORAGE TRUCK DETAILS

S-510

S-511

CONNECTION PLATE DETAILS

CONNECTION SECTIONS AND DETAILS

CONTROL DIMENSIONSS-001

END ROLLERS ASSEMBLY DETAILS

S-203 GUIDE ROLLER ELEVATIONS

CONTROL DIMENSIONS1S001

1S102 DETAILS

PLAN AND ELEVATION

M-103

IN ACCORDANCE WITH THE SPECIFICATIONS.

TESTING RESULTS SHALL BE SUBMITTED FOR APPROVAL

SIDE OR SIDES OF THE JOINT TO BE TESTED. DETAILED

CONTRACTOR SHALL DETERMINE THE MOST FAVORABLE

ARE SHOWN ON THE DRAWINGS AND IN THE SPECS. THE

7. THE LOCATIONS OF NON-DESTRUCTIVE TESTING (NDT)

PROVISIONS OF AWS D1.5

6. QUALIFY ALL WELDS IN ACCORDANCE WITH APPLICABLE

IN ACCORDANCE WITH AWS D1.5.

AND SHALL BE GROUND FLUSH AND SMOOTH AND TESTED

SHALL BE CONSIDERED COMPLETE PENETRATION BUTT

5. ALL BUTT WELDED JOINTS SHOWN ON THE DRAWINGS

TO THE APPROVAL OF THE CONTRACTING OFFICER.

STRESSES AND DISTORTION AND SHALL BE SUBJECT

CAREFULLY CONTROLLED TO MINIMIZE LOCKED-UP

4. WELDING SEQUENCE AND TECHNIQUE SHALL BE

PROCEDURE TECHNIQUES.

TO THE FILLER METAL AND OTHER FEATURES OF THE

WORKING DRAWINGS SHALL BE SPECIFIC WITH REGARD

3. THE CONTRACTOR'S SPECIFICATIONS ACCOMPANYING

SPECIFICATIONS.

FOR APPROVAL IN ACCORDANCE WITH THE

INFORMATION SHALL BE SUBMITTED BY THE CONTRACTOR

AND TYPE OF WELD REQUIRED. DETAILED WELDING

AMERICAN WELDING SOCIETY AND INDICATE ONLY SIZE

2. WELDING SYMBOLS SHOWN ARE THOSE ADOPTED BY THE

CONFORM TO THE AMERICAN WELDING SOCIETY AWS D1.5.

MOLTEN METAL. WORKMANSHIP AND TECHNIQUE SHALL

METHOD THAT EXCLUDES THE ATMOSPHERE FROM THE

1. ALL WELDING SHALL BE ELECTRIC ARC WELDING USING A

D1.5. AND THE SPECIFICATIONS.

NDT SHALL BE IN ADDITION TO THAT REQUIRED BY AWS

23. SOME NDT MAY BE CALLED OUT ON THE SHEETS. SUCH

BY THE SPECIFICATIONS

22. FABRICATING PLANT SHALL BE CERTIFIED AS REQUIRED

CLIMATE CONTROLLED SHOP.

21. FABRICATION SHALL BE ACCOMPLISHED IN AN INDOOR,

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L&D 24 TAINTER GATE - SHEAVE AND LATCH ASSEMBLY

L&D 25 TAINTER GATE - SHEAVE AND LATCH ASSEMBLY

L&D 25 ROLLER GATE - SHEAVE AND LATCH ASSEMBLY

SHEETS S-202 AND S-503.

UNIT SHALL HAVE AN IDENTIFICATION NUMBER. SEE

20. BULKHEADS SHALL BE NUMBERED 1 TO 6. EACH BULKHEAD

FLAME CUTTING OF HOLES SHALL NOT BE ALLOWED.

DRAIN HOLES SHALL BE DRILLED OR PLASMA CUT.

LOCATED IN THE CENTER OF THE PANEL WHERE SHOWN.

19. DRAIN HOLES SHOWN, IF NOT DIMENSIONED, SHALL BE

ASSEMBLED BEFORE SKIN PLATE IS ATTACHED.

18. HORIZONTAL FRAMES OF THE BULKHEAD SHALL BE FULLY

17. ALL WELDS SHALL BE CONTINUOUS AND WRAPPED TO SEAL.

SHOWN IN THE DRAWINGS AND AS SPECIFIED.

SHALL BE AWS D1.5 WITH ADDITIONAL REQUIREMENTS AS

ACCORDANCE WITH AWS D1.5. MINIMUM REQUIREMENTS

PREVENTED. WELD ACCESS HOLES SHALL ALSO BE IN

OF ANY DETAIL WHERE INTERSECTING WELDS CANNOT BE

CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER

BE CLEARLY INDICATED ON SHOP DRAWINGS. THE

MEMBER, AS APPROPRIATE, WELD ACCESS HOLES SHALL

LEG SIZE OF FOUR TIMES THE THICKNESS OF THE

WELD ACCESS HOLES MAY BE CHAMFERS WITH A MINIMUM

INTERSECTING WELDS AND PROVIDE WELDING ACCESS.

MEMBERS IN ACCORDANCE WITH AWS D1.5 TO PREVENT

16. PROVIDE WELD ACCESS HOLES AT INTERSECTING

SPECIFICATIONS.

CENTER OF THE HOOK PINS IN ACCORDANCE WITH THE

BEAMS CENTER OF GRAVITY'S ARE CENTERED ALONG THE

15. THE LIFTING BEAMS SHALL BE BALANCED SO THE LIFTING

SECTION 12.

MEMBERS SHALL MEET ALL REQUIREMENTS OF AWS D1.5

CONTRACT DRAWINGS. WELDING FOR FACTURE CRITICAL

14. FRACTURE CRITICAL MEMBERS (FCM) ARE SHOWN ON THE

PROVIDE 1/4" BENCH TO PROVIDE WRAP FOR FILLETS.

13. ALL STIFFENERS, BRACING, ETC SHALL BE COPED TO

REQUIREMENTS OF AWS D1.5.

12. ALL CUT SURFACES SHALL CONFORM TO THE

STRUCTURES, EXCEPT AT SLIP CRITICAL CONNECTIONS.

AND ASSEMBLED AFTER FINAL PAINTING OF THE

BOLTED COMPONENTS SHALL BE PAINTED SEPARATELY

PAINTED IN ACCORDANCE WITH THE SPECIFICATIONS. ALL

11. ALL EXPOSED SURFACES OF STRUCTURAL STEEL SHALL BE

WITH THE SPECIFICATIONS.

10. SHOP DRAWINGS SHALL BE SUBMITTED IN ACCORDANCE

SPECIFICATION.

QUALITY CONTROL SYSTEM IN ACCORDANCE WITH THE

9. THE CONTRACTOR SHALL ESTABLISH AND MAINTAIN A

REJECTION.

DIMENSIONAL ACCURACY SHALL BE GROUNDS FOR

IN THE TABLE OF CONTROL DIMENSIONS. FAILURE TO MEET

EACH BULKHEAD UNIT AND LIFTING BEAM AS INDICATED

8. THE CONTRACTOR SHALL RECORD MEASUREMENTS OF

SHRINKAGE AND DISTORTION DUE TO WELDING.

DIMENSIONS AND ALLOWANCES MUST BE MADE FOR

7. THE DIMENSIONS SHOWN OR CALLED FOR ARE THE FINAL

SHALL APPLY.

AWS D1.5. THE MOST RESTRICTIVE DIMENSIONAL TOLERANCE

SECTION59 13-2.1.1 AND THE GENERAL REQUIREMENTS OF

DIMENSIONS SHEETS FOR EACH STRUCTURE, SPECIFICATION

6. DIMENSIONALTOLERANCES ARE DEFINED IN THE CONTROL

TEXTURE.

CONFORM TO ANSI B45.1-1995 CODE FOR SURFACE

5. SURFACE FINISHES, UNLESS NOTED OTHERWISE, SHALL

WITH NO CAMBER, BENDS, OR TWISTING.

BEAMS AND BULKHEADS MUST BE BUILT SQUARE AND TRUE

PRACTICES TO CONFORM TO THE SPECIFICATIONS. LIFTING

GRADE IN ACCORDANCE WITH THE BEST MODERN

4. WORKMANSHIP SHALL BE OF THE HIGHEST QUALITY AND

LISTED IN THE SPECIFICATIONS.

TOUGHNESS REQUIREMENTS FOR THIS MATERIAL ARE

SHALL CONFORM TO ASTM A 709 GRADE 50. ADDITIONAL

3. ALL STRUCTURAL STEEL EXCEPT THAT NOTED OTHERWISE

OTHERWISE NOTED.

SYMMETRICAL ABOUT TRANSVERSE CENTERLINE UNLESS

2. BULKHEAD AND BULKHEAD LIFTING BEAMS ARE

TAINTER GATE BULKHEAD LIFTING BEAM.

ROLLER GATE BULKHEAD LIFTING BEAM, AND ONE LD 24

LD 25 TAINTER GATE BULKHEAD LIFTING BEAM, ONE LD 25

25 BULKHEAD UNIT, ONE LD 25 STORAGE TRUCK UNIT, ONE

QUANTITIES SHOWN ON THE DRAWINGS ARE FOR ONE LD

COMPLETE TAINTER GATE BULKHEAD LIFTING BEAM.

FABRICATE, ASSEMBLE, PAINT AND DELIVER ONE (1)

LIFTING BEAM. AT LD 24, THE CONTRACTOR SHALL

ONE (1) COMPLETE ROLLER GATE COMPLETE BULKHEAD

COMPLETE TAINTER GATE BULKHEAD LIFTING BEAM, AND

NINE (9) COMPLETE STORAGE TRUCK UNITS, ONE (1)

PAINT AND DELIVER SIX (6) COMPLETE BULKHEAD UNITS,

1. AT LD 25, THE CONTRACTOR SHALL FABRICATE, ASSEMBLE,

3S510 FOOT AND SHEAVE BRACKET ASSEMBLY DETAILS

STORAGE TRUCK ASSEMBLY

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RS102 REFERENCE DRAWING- DAM 24 STORAGE YARD

REFERENCE DRAWING- DAM 25 STORAGE YARD

RS103

RS104 REFERENCE DRAWING- LD 24 SCOUR SURVEY

REFERENCE DRAWING- LD 25 SCOUR SURVEY

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IDENTIFICATION

SHEET

D A

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P R

®of Engineers

US Army Corps

DIMENSION VALUE TOLERANCE 1 2

A 64' - 3 1/2" ± 1/4"

B 64' - 3 1/2" ± 1/4"

C 62' - 0" ± 1/4"

D 62' - 0" ± 1/4"

E 30' - 0" ± 1/8"

F 20' - 0 1/2" ± 1/8"

G 20' - 0 1/2" ± 1/8"

H 3' - 6 1/4" ± 1/8"

I 3' - 6 1/4" ± 1/8"

J 3' - 6 1/4" ± 1/8"

K 3' - 6 1/4" ± 1/8"

L 1' - 10 3/8" ± 1/16"

M 1' - 10 3/8" ± 1/16"

N 1' - 10 3/8" ± 1/16"

O 1' - 10 3/8" ± 1/16"

P 1' - 6" ± 1/16"

Q 1' - 6" ± 1/16"

R 1' - 6" ± 1/16"

S 1' - 6" ± 1/16"

T 3' - 0" ± 1/8"

U 3' - 0" ± 1/8"

V 3' - 0" ± 1/8"

W 3' - 0" ± 1/8"

X 2' - 0 3/8" ± 1/16"

Y 2' - 0 3/8" ± 1/16"

Z 0' - 10" ± 1/32"

AA 0' - 10" ± 1/32"

BB 0' - 10 3/16" ± 1/32"

CC 0' - 10 3/16" ± 1/32"

DD 4' - 5 7/8" ± 1/8"

EE 4' - 5 7/8" ± 1/8"

FF 4' - 5 7/8" ± 1/8"

GG 4' - 5 7/8" ± 1/8"

CONTROL DIMENSIONS *

* AFTER FABRICATION BUT PRIOR TO PAINTING, THE CONTRACTOR SHALL

RECORD THE ACTUAL DIMENSIONS IN THE TABLE PROVIDED. SEE

SPECIFICATIONS FOR MORE INFORMATION.

DIMENSION VALUE TOLERANCE 1 2

A 104' - 8 1/2" ± 1/4"

B 104' - 8 1/2" ± 1/4"

C 102' - 5" ± 1/4"

D 102' - 5" ± 1/4"

E 30' - 0" ± 1/8"

F 25' - 4 13/16" ± 1/8"

G 25' - 4 13/16" ± 1/8"

H 4' - 4 1/4" ± 1/8"

I 4' - 4 1/4" ± 1/8"

J 4' - 4 1/4" ± 1/8"

K 4' - 4 1/4" ± 1/8"

L 3' - 3 9/16" ± 1/16"

M 3' - 3 9/16" ± 1/16"

N 3' - 3 9/16" ± 1/16"

O 3' - 3 9/16" ± 1/16"

P 2' - 11" ± 1/16"

Q 2' - 11" ± 1/16"

R 2' - 11" ± 1/16"

S 2' - 11" ± 1/16"

T 5' - 0" ± 1/8"

U 5' - 0" ± 1/8"

V 6' - 6" ± 1/8"

W 6' - 6" ± 1/8"

X 1' - 11 3/16" ± 1/16"

Y 1' - 11 3/16" ± 1/16"

Z 0' - 10" ± 1/32"

AA 0' - 10" ± 1/32"

BB 0' - 10 3/16" ± 1/32"

CC 0' - 10 3/16" ± 1/32"

DD 8' - 1 11/16" ± 1/8"

EE 8' - 1 11/16" ± 1/8"

FF 8' - 1 11/16" ± 1/8"

GG 8' - 1 11/16" ± 1/8"

CONTROL DIMENSIONS *

* AFTER FABRICATION BUT PRIOR TO PAINTING, THE CONTRACTOR SHALL

RECORD THE ACTUAL DIMENSIONS IN THE TABLE PROVIDED. SEE

SPECIFICATIONS FOR MORE INFORMATION.

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GENERAL SHEET NOTES

SHEET KEYNOTES

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DETAIL

1'0 6""=1'2

1SCALE: 1

.7

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DETAIL

1'0 6""=1'2

1SCALE: 1

DETAIL

1'0 6""=1'2

1SCALE: 1

3x2

1x32 1L3

3x2

1x32 1L3

3x2

1x32 1L3

3x2

1x32 1L3

3x2

1x32 1L3

3x2

1x32 1L3 8

3x2 1x32

1L3

2.5

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D5

SECTION

3S102 3S102 3S102

3 SIDES

TYP

UT

3 SIDES

TYP4

3 SIDES

TYP

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3 SIDES

TYP

3 SIDES

TYP4

TYP.

TYP.

3 SIDES

TYP4

TYP.

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3 SIDES

TYP

TYP.

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TYP

3x2

1x32 1L3

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TYP4

3x2

1x32 1L3

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UT

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TYP 4

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3x2

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3 5

3L4x4x

3L4x4x

5L4x4x

5L4x4x

W8x24 W8x40

5L4x4x

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1'-1

5L4x4x

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"8

"16

"16

"16

5L4x4x 8

5L4x4x

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154"8 71'-0

"16 94 "16

310 "8

5L4x4x

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3"

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5L4x4x

5L4x4x

" 5

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111"8

TYP.

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D1 D2 D3

DETAIL

1'0 6""=1'2

1SCALE: 1

3S102

B1

DETAIL

1'0 6""=1'2

1SCALE: 1

3S102

B2

DETAIL

1'0 6""=1'2

1SCALE: 1

3S102

B3

DETAIL

1'0 6""=1'2

1SCALE: 1

3S102

A1

DETAIL

1'0 6""=1'2

1SCALE: 1

3S102

A2

DETAIL

1'0 6""=1'2

1SCALE: 1

3S102

A3

DETAIL

1'0 6""=1'2

1SCALE: 1

3S102

D4

DETAIL

1'0 6""=1'2

1SCALE: 1

3S102

A4

UT

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" GUSSET P2

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" GUSSET P2

L

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" GUSSET P

3 L

" GUSSET P

1 L

3x2

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1x32 1L3

3x2

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3 SIDES

TYP4

TYP.

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"8 34 1'-1" "8

DETAIL

1'0 6""=1'2

1SCALE: 1

3S102

B4

"8 71011"

T Y P

5"

"16 31'-1"8

71'-4

5"

"4 310"4

5"

5"

W8 (FCM)

W8 (FCM)

W8 (FCM)

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DETAILS.

TO EDGE OF ANGLED BRACING MEMBER. TYPICAL ALL

1. HOLD 1" MINIMUM DIMENSION FROM CORNER OF GUSSET

W8 (FCM) W8 (FCM)

W8 (FCM) W8 (FCM)

(FCM)

W8

W8 (FCM)

3x2

1x32 1L3

W8 (FCM)

W8 (FCM)

(FCM)

W8x24

(FCM)

W8x40

1TYP

FCW

CJP

FCW

CJP

FCW

CJP

FCW

CJP

FCW

CJP

FCW

CJP

FCW

CJP

FCW

CJP

FCW

CJP

FCW

CJP

TYP.

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ALONG THE TAPERED SECTION.

DETERMINE CORRECT DIMENSIONS OF THE GUSSETS

AND NOT THE TRUE DIMENSIONS. THE FABRICATOR SHALL

ALONG THE TAPERED SECTION ARE SHOWN IN PLAN VIEW

BETWEEN THE UPSTREAM AND DOWNSTREAM CHORDS

2. GUSSET PLATE DIMENSIONS FOR BRACING MEMBERS

1. FOR GENERAL NOTES, SEE SHEET S-001.

5"

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C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

D A

T E

A P

P R

J R

S

M -L

-1

:1

A N

S I

D

D A

M

R

O L L E

R G

A T

E

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

S T L

O U

IS

D

IS

T R

IC

T

S T L

O U

IS

M

IS

S O

U R I

C L

A R

K S

V

IL

L E A

N D W

IN

F

IE

L D

M

IS

S O

U R I

L O

C K

S D

A M N

O A

N D

U P

S T

R E

A M B

U L

K H

E A

D L

IF

T

IN

G B

E A

M S

U P

P E

R M

IS

S

IS

S

IP

P I

W P -1

-R -0

B U

L K

H E

A D L

IF

T

IN

G B

E A

M

G .D .F

S T

E V

E N M

H O

B B

S P .E

DETAIL

3S102

B O

T T

O M C

H O

R D J

O

IN

T D

E T

A

IL

S

"16 36 "4

5L4x4x

3 SIDES

TYP

TYP

T Y P

5L4x4x

TYP

3 SIDES

TYP

5L4x4x

5"

3 SIDES

TYP

TYP

5L4x4x

3x2

1x32 1L3

3x2

1x32 1L3

"16 13 "8

53"2

"4

3x2

1x32 1L3

TYP

3 SIDES

TYP

3x2

1x32 1L3

5L4x4x

"16 54"16

51'-5"2

5L4x4x

3 SIDES

TYP

TYP

3x2

1x32 1L3

5L4x4x

TYP

3 SIDES

TYP

5"

"4 32 "16

151'-8

5L4x4x

"16 35"16

710"8

"8 711"4

11'-1

"16 931'-8"

"2

"16 310"8

"8 34"8

111"8

9""8

TYP

3 SIDES

TYP

3 x 2

1 x 32 1L3

" 5

M -L

-1

S

D E

T .d g n

3S505

D1

DETAIL

3S102

D2

DETAIL

3S102

D3

DETAIL

3S102

B1

DETAIL

3S102

B2

DETAIL

3S102

B4

DETAIL

3S102

A1

DETAIL

3S102

B3

" GUSSET P

L

" GUSSET P

L

G

UT

G

G

UT

G

MT

TYP. (FCW)

G

UT

G

" GUSSET P

L

G

UT

G

G

UT

G

" GUSSET P

1 L

G

UT

G

G

G

" GUSSET P

L

" GUSSET P

L

G

UT

G

"8

"8

"8

8"

T Y P

W8 (FCM)

W8 (FCM) (FCM)

W8

W8 (FCM)

W8 (FCM)

W8 (FCM)

W8 (FCM)

5L 4x4x

W8 (FCM)

3 SIDES

TYP

TYP

1 3 SIDES

TYP

TYP

KEYNOTE 1

TYP. SEE

3 x 2

1 x 32 1L 3

M

IN

CJP

CJP

FCW

CJP

FCW

CJP

FCW

CJP

FCW

CJP

FCW

CJP

FCW

CJP

L

IA

M J

M O

E L L E

R P .E

5"

"8

1'-1

"8

1'-0

"8

"2

1'-0

4"

1'-0

"8

5"

GENERAL SHEET NOTES

SHEET KEYNOTES

DETAILS.

TO EDGE OF ANGLED BRACING MEMBER. TYPICAL ALL

1. HOLD 1" MINIMUM DIMENSION FROM CORNER OF GUSSET

ALONG THE TAPERED SECTION.

DETERMINE CORRECT DIMENSIONS OF THE GUSSETS

AND NOT THE TRUE DIMENSIONS. THE FABRICATOR SHALL

ALONG THE TAPERED SECTION ARE SHOWN IN PLAN VIEW

BETWEEN THE UPSTREAM AND DOWNSTREAM CHORDS

2. GUSSET PLATE DIMENSIONS FOR BRACING MEMBERS

1. FOR GENERAL NOTES, SEE SHEET S-001.

D E

C

CJP

FCW

TYP

UT

1'0 6""=1'2

1SCALE: 1 1'0 6""=1'2

1SCALE: 1 1'0 6""=1'2

1SCALE: 1

1'0 6""=1'2

1SCALE: 1 1'0 6""=1'2

1SCALE: 1 1'0 6""=1'2

1SCALE: 1

1'0 6""=1'2

1SCALE: 1

1'0 6""=1'2

1SCALE: 1

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

D A

T E

A P

P R

J R

S

M -L

-1

:1

A N

S I

D

D A

M

R

O L L E

R G

A T

E

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

S T L

O U

IS

D

IS

T R

IC

T

S T L

O U

IS

M

IS

S O

U R I

C L

A R

K S

V

IL

L E A

N D W

IN

F

IE

L D

M

IS

S O

U R I

L O

C K

S D

A M N

O A

N D

U P

S T

R E

A M B

U L

K H

E A

D L

IF

T

IN

G B

E A

M S

U P

P E

R M

IS

S

IS

S

IP

P I

W P -1

-R -0

B U

L K

H E

A D L

IF

T

IN

G B

E A

M

G .D .F

S T

E V

E N M

H O

B B

S P .E

DETAIL

3S103

3L4x4x

3 x2

1 x32 1L3

TYP

3 SIDES

TYP

2 "

"8

1'-9"16

4"

3L4x4x

3L4x4x

1 3 SIDES

TYP

TYP

3L4x4x

"16

"16 54"2

1'-5

TYP

1 3 SIDES

TYP

3 x2

1 x32 1L3

"4 14"16

151'-3"4

3L4x4x

TYP

1 3 SIDES

TYP

3L4x4x

TYP

1 3 SIDES

TYP

"4 13"16

TYP

3 SIDES

TYP

3L4x4x

"2 13"16

TYP

13 SIDES

TYP

3L4x4x

"4 141'-7"

"8

3L4x4x

TYP

3 SIDES

TYP

"2

.7

.7

"16

"4

"8

1'-5

"8 710"8

31'-1

"8 31'-1"8

31'-1

"4 14"4

11'-6"4

3 x2

1 x32 1L3

"8 11'-4

"4

3 x2

1 x32 1L3

3S506

M -L

-1

S

D E

T .d g n

D1

DETAIL

3S103

D2

DETAIL

3S103

D3

DETAIL

3S103

B1

DETAIL

3S103

B2

DETAIL

3S103

B3

DETAIL

3S103

A1

DETAIL

3S103

A2

DETAIL

3S103

B5

L

5L4x4x

MT

MT

MT

MT

MT

MT

TYP. (FCW)

MT

TYP. (FCW)

MT

TYP. (FCW)

MT

U P

S T

R E

A M E

L E

V A

T

IO

N J

O

IN

T D

E T

A

IL

S

"16

1'-3

5" 5

"16

1'-4 3"

5" 5"

5"

"16 311"16

1'-2

5" 5" 5"

5"

5" 5"

5" 5"

" OFFSET2

" OFFSET2

"16

W8

DETAIL

3S103

A3

L

UT

"2 13"2

W8x18

W8x18

(TYP)

" GUSSET P

W8 )FCM)

W8 (FCM)

W8 (FCM)

5"

WP

G

G

UT

W8 (FCM) W8 (FCM)

W8 (FCM)

G

UT

UT

W8 (FCM)

W8 (FCM)

W8 (FCM)

G

UT

RT

WP

" BENT GUSSET P

" BENT GUSSET P

L

" M

IN

KEYNOTE 1

TYP. SEE

CJP

FCW

CJP

FCW

TYP

CJP

FCW

TYP

CJP

FCW

CJP

TYP

L

IA

M J

M O

E L L E

R P .E

GENERAL SHEET NOTES

SHEET KEYNOTES

DETAILS.

TO EDGE OF ANGLED BRACING MEMBER. TYPICAL ALL

1. HOLD 1" MINIMUM DIMENSION FROM CORNER OF GUSSET

ALONG THE TAPERED SECTION.

DETERMINE CORRECT DIMENSIONS OF THE GUSSETS

NOT THE TRUE DIMENSIONS. THE FABRICATOR SHALL

TAPERED SECTION ARE SHOWN IN ELEVATION VIEW AND

BETWEEN UPPER AND LOWER TRUSSES ALONG THE

2. GUSSET PLATE DIMENSIONS FOR BRACING MEMBERS

1. FOR GENERAL NOTES, SEE SHEET S-001.

G

D E

C

FCW

TYP.

FCW

TYP.

FCW

TYP.

FCW

TYP. FCW

TYP.

FCW

TYP.

1'0 6""=1'2

1SCALE: 1 1'0 6""=1'2

1SCALE: 1 1'0 6""=1'2

1SCALE: 1

1'0 6""=1'2

1SCALE: 1 1'0 6""=1'2

1SCALE: 1 1'0 6""=1'2

1SCALE: 1

1'0 6""=1'2

1SCALE: 1 0 6""=1'2

1SCALE: 1

1'0 6""=1'2

1SCALE: 1

1'0 6""=1'2

1SCALE: 1

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

D A

T E

A P

P R

J R

S

M -L

-1

:1

A N

S I

D

D A

M

R

O L L E

R G

A T

E

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

S T L

O U

IS

D

IS

T R

IC

T

S T L

O U

IS

M

IS

S O

U R I

C L

A R

K S

V

IL

L E A

N D W

IN

F

IE

L D

M

IS

S O

U R I

L O

C K

S D

A M N

O A

N D

U P

S T

R E

A M B

U L

K H

E A

D L

IF

T

IN

G B

E A

M S

U P

P E

R M

IS

S

IS

S

IP

P I

W P -1

-R -0

B U

L K

H E

A D L

IF

T

IN

G B

E A

M

G .D .F

S T

E V

E N M

H O

B B

S P .E

DETAIL

3S103

3L4x4x

3L4x4x

3 x2

1 x32 1L3

TYP

3L4x4x

3 SIDES

TYP

3 SIDES

TYP

TYP

3L4x4x

1 1

.7

.7

"2

5"

TYP

3 SIDES

TYP

3L4x4x

5L4x4x8

3L4x4x

3 SIDES

TYP

TYP

.7

.7

"2

3 SIDES

TYP

TYP

W8

3 x2

1 x32 1L3

"16 311"16

151'-2

M

IN

T Y P

T Y P

3S507

M -L

-1

S

D E

T .d g n

D1

DETAIL

3S103

D2

DETAIL

3S103

D4

DETAIL

3S103

B1

DETAIL

3S103

B2

DETAIL

3S103

B3

DETAIL

3S103

B5

3 SIDES

TYP

TYP

" GUSSET P8

L

MT

MT

MT

MT

TYP. (FCM)

MT

MT

MT

D O

W N

S T

R E

A M E

L E

V A

T

IO

N J

O

IN

T D

E T

A

IL

S

"8

1'-0 "8

1'-7

"4

2'-1 3"

"16

5" 5"

5" 5"

"4

10"16

1'-4

"4

1'-7""8

5"

"4 13"16

"16

7"

5" 5""

4" "8

71'-9"16

"8 51'-5

"16

" M

IN

5"

"16 54"16

71'-5"16

W8 (FCM)

W8 (FCM)

G

UT

UT

G

UT

G

W8 (FCM)

RT

W8 (FCM)

W8 (FCM) W8 (FCM)

G

UT

G

RT

1" MIN. (TYP.)

SEE KEYNOTE 1

CJP

FCW

CJP

FCW

TYP

CJP

FCW

CJP

TYP

L

IA

M J

M O

E L L E

R P .E

"16 157 "16

" OFF SET2

3 x2

1 x32 1L3

GENERAL SHEET NOTES

SHEET KEYNOTES

DETAILS.

TO EDGE OF ANGLED BRACING MEMBER. TYPICAL ALL

1. HOLD 1" MINIMUM DIMENSION FROM CORNER OF GUSSET

ALONG THE TAPERED SECTION.

DETERMINE CORRECT DIMENSIONS OF THE GUSSETS

NOT THE TRUE DIMENSIONS. THE FABRICATOR SHALL

TAPERED SECTION ARE SHOWN IN ELEVATION VIEW AND

BETWEEN UPPER AND LOWER TRUSSES ALONG THE

2. GUSSET PLATE DIMENSIONS FOR BRACING MEMBERS

1. FOR GENERAL NOTES, SEE SHEET S-001.

D E

C

FCW

TYP. FCW

TYP.

FCW

TYP.

FCW

TYP.

FCW

TYP.

FCW

TYP.

"=1'2

1SCALE: 1 1'0 6" "=1'2

1SCALE: 1 1'0 6" "=1'2

1SCALE: 1 1'0 6"

"=1'2

1SCALE: 1 1'0 6" "=1'2

1SCALE: 1 1'0 6" "=1'2

1SCALE: 1 1'0 6" "=1'2

1SCALE: 1 1'0 6"

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

D A

T E

A P

P R

MARK NO. REQ'D DESCRIPTION MATERIAL SIZE USED WITH

M‐503‐A 24 BOLT, NUT STEEL 1‐1/4" X 2‐3/4" M‐502‐6

M‐503‐B 24 BOLT, NUT GALV. STEEL 3/4" X 1‐3/4" M‐504‐8,9

M‐503‐C 96 CAP SCREW STEEL 1/2" X 7/8" M‐502‐3,6

M‐503‐D 12 CAP SCREW STEEL 1/4" X 1/2" M‐504‐8,9; M‐504‐11

M‐503‐E 12 CAP SCREW STEEL 3/8" X 2‐1/4" M‐501‐1,2,3,4; M‐504‐2

M‐503‐F 60 HEADLESS SET SCREW STEEL 3/8" X 5/8" M‐503‐3; M‐504‐6; M‐502‐1

M‐503‐G 12 CUT WASHER GALV. STEEL 1‐3/8" STD. M‐502‐2

M‐503‐H 12 CUT WASHER GALV. STEEL 1" STD. M‐504‐3

M‐503‐I 40 CUT WASHER GALV. STEEL 1/2" STD. M‐503‐2; M‐502‐7

M‐503‐J 12 COTTER PIN GALV. STEEL 1/4" X 2" M‐502‐2

M‐503‐K 12 COTTER PIN GALV. STEEL 1/4" X 1‐1/2" M‐504‐3

M‐503‐L 18 COTTER PIN GALV. STEEL 1/8" X 3/4" M‐502‐7; M‐503‐2

M‐503‐M 6 NUT STEEL 1/2" M‐502‐7

M‐503‐N 12 ALEMITE FITTING PIN TYPE 90° STEEL 1/8" STD. M‐504‐6

M‐503‐0 6 ALEMITE FITTING PIN TYPE STRAIGHT STEEL 1/8" STD. M‐502‐1

LIST OF PARTS NOT DETAILED