B.08_W9127N-19-R-0020_Technical_Drawings.pdf

PDF 13 MB Posted Aug 12, 2019

Attached to: Aluminum Turbine Maintenance Platform Fabrication
Solicitation number: W9127N19R0020
Issued by: Department of the Army Corps of Engineers Engineering District Portland

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Technical Drawings for Solicitation W9127N19R0020

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File	Type	Posted
DTP_Carts.pdf	PDF	Aug 22, 2019
B.08_W9127N-19-R-0020_Reference_Drawings.pdf	PDF	Aug 12, 2019
B.08_Request_for_Proposal_(Solicitation_W9127N19R0020).PDF	PDF	Aug 8, 2019
B.08_Solicitation_W9127N19R0020_Attch_2_(02_April_2019).pdf	PDF	Aug 8, 2019
B.08_Solicitation_W9127N19R0020_Attch_1_(02_April_2019).pdf	PDF	Aug 8, 2019

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U .S

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PORTLAND DISTRICT

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A L L E

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E V

E N R

E S P .E

H D

C M

P O

W E

R H

O U

S E

G-001

D D

P -1 .1

-0 /1

D D

P -1 .1

G -0

X X

X .d g n

P R

O J E

C T L

O C

A T

D V

Y M

A P

OF ENGINEERS

US ARMY CORPS

SOLICITATION NUMBER: W9127N19R0020

DATE: 16 MAY 2019

D E

M E

A U

A T

FEET

10001000 0

W A S H I N G T O N

O R E G O N

PROJECT LOCATION MAP

VISTOR BLDG.

SPILLWAY

BRIDGE

THE DALLES

C O L U M B I A R I V E R

TO THE DALLES

O R E G

O N

W A S H

G T O

LOCK

NAVIGATION F

L O

POWERHOUSE

LAKE CELILO

ACCESS ROAD

POWERHOUSE

ADMINISTRATION BLDG.

T O W

A S

G T

O N

O R E G

O N

W A S H

TURBINE MAINTENANCE PLATFORM

POWERHOUSE

COLUMBIA RIVER

THE DALLES LOCK AND DAM

S O

A T

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E N

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D E

N E

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D E

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IDENTIFICATION

SHEET

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B E

R of Engineers

US Army Corps

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W P \W o rk

S p a c e \p ro je c ts \L o c a l R e s o u rc e

D E

N F

BORDER VERSION UPDATE [09-2012]

G-001 SHEETSHEET NAME:G2HDCMGT Mike ThompsonBY USERNAME:ANSI DDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 6/5/2019 3:07:27 PM

D R

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N B

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K E

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OREGON

WASHINGTON

LONGVIEW

VANCOUVER

ASTORIA

PORTLAND

SALEM

P A C I F I C

O C E A N

INTERSTATE

W I L

L A

M E

T T

R E

V I

HOOD RIVER

THE DALLES

COLUMBIA RIVER

L O

C K A

N D D

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J O

H N D

A Y

L O

C K A

N D D

A M

T H

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L E

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MILES

0 10 20 30 40 50

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A L L E

S L

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K A

N D D

A M

S T

E V

E N R

E S P .E

H D

C M

W E

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G-002

D D

P -1 .1

-0 /2

D D

P -1 .1

G -0

X X

X .d g n

E X T

O D

R A

ACTION KEY (AS-BUILT CODE DEFINITIONS)

(5) DRAWING IS FOR REFERENCE ONLY

CONTRACT DRAWINGS

(4) DRAWING WAS REFERENCED BY THE FOLLOWING

CONTRACT

CONTRACT DRAWINGS AT THE COMPLETION OF THIS

(3) DRAWING WILL BE SUPERSEDED BY THE FOLLOWING

PROJECT (DESIGNATED REFERENCE DRAWING)

(2) DRAWING SHALL BE UPDATED AT THE COMPLETION OF THIS

PROJECT

(1) DRAWING IS OBSOLETE AT THE COMPLETION OF THIS

D E

M E

A U

A T

INDEX TO DRAWINGS

GENERAL

FILE NUMBER

NO.

SHEET

TITLE FILE NUMBER TITLE

REFERENCE

INDEX TO REFERENCE DRAWINGS

STRUCTURAL - INSTALL

KEY

ACTION

S O

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D E

N E

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D A

T E

S U

B M

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C A

L E

C O

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R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

D R

A W

G N

U M

B E

R of Engineers

US Army Corps

P L

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A T

54321

/5 /2 n w d \n w p \e td s \c a d d -w o rk s p a c e s \N

W P \W o rk

S p a c e \p ro je c ts \L o c a l R e s o u rc e

D E

N F

BORDER VERSION UPDATE [09-2012]

G-002 SHEETSHEET NAME:G2HDCMGT Mike ThompsonBY USERNAME:ANSI DDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 6/5/2019 3:07:33 PM

D R

A W

N B

C H

E C

K E

D B

A R

M Y C

O R

P S O

F E

N G

E E

A R

M Y C

O R

P S O

F E

N G

E E

R S

P O

R T

L A

N D

O R

E G

O N

P O

R T

L A

N D D

T R

R B

E M

T E

N A

N C

E P

L A

T F

O R

C O

L U

M B

E R

P O

R T

L A

N D

O R

E G

O N

H Y

D R

O E

L E

C T

E S

N C

E N

T E

E D

A L L E

S L

O C

K A

N D D

A M

S T

E V

E N R

E S P .E

H D

C M

W E

R H

O U

S E

G-401

D D

P -1 .1

-0 /3

D D

P -1 .1

G -4

X X

X .d g n

POSITION ONLY)

(SHOWN IN UPPER

REMOVABLE GRAB BAR

PLATFORM (UPPER POSITION)

TURBINE MAINTENANCE

PLATFORM (LOWER POSITION)

TURBINE MAINTENANCE

LINER

DRAFT TUBE

LADDER

DRAFT TUBE

ACCESS PLATFORM

DRAFT TUBE

U P

P E

R A

N D L

O W

E R P

O S

S -1

EL 38.88 TOP OF DRAFT TUBE LINER

DESIGN NOTES:

ASSEMBLY INSTRUCTIONS:

TURBINE MAINTENANCE PLATFORM

EL 28.50 OF MANDOOR

EL 37.59

EL 33.59

1 7/16 "

7 3/16 "

CLEAR TO DECKING

DISCHARGE RING

(STEEP) POSITION

BLADE IN NORMAL

HUB OUTLINE

TURBINE RUNNER

DRAFT TUBE DOOR

EL 44.54 OF BLADESCL

RING AND HUB NOT SHOWN

RIGGING TO DISCHARGE

A P

P R

O X

D E

M E

A U

A T

7. BREAK ALL SHARP EDGES AND CORNERS.

6. ALL MATERIAL 6061 T6 UNLESS OTHERWISE SHOWN.

PER AWS D1.1.

5. ALL ALUMINUM WELDING PER AWS D1.2. STEEL WELDING

4. RIGGING SHOWN ON SHEET G-403.

TO USE AT RATED LOAD.

ON HUB REQUIRED WHEN TMP IS SUPPORTED FROM HUB PRIOR

PRIOR TO USE AT RATED LOAD. BEARING CONTACT OF TRUSS

WHEN TMP PLATFORM IS SUPPORTED AT OUTSIDE SUPPORTS

3. BLOCKING BETWEEN TRUSS AND DRAFT TUBE LINER REQUIRED

3164 LBS.

2. ESTIMATED WEIGHT TURBINE MAINTENANCE PLATFORM

PLATFORM DESIGNED WITH A SAFETY FACTOR OF 6.

WITH A SAFETY FACTOR OF 4. RIGGING SUPPORTING

CONCENTRATED LIVE LOADS OF 250 LBS (3, SPACED AT 18")

FACTOR OF 4. PLATFORM ALSO DESIGNED FOR

DISTRIBUTED LIVE LOAD OF 25 PSF WITH A SAFETY

1. TURBINE MAINTENANCE PLATFORM DESIGNED FOR A

DISCHARGE RING.

14. RAISE TMP INTO WORKING ELEVATION AND SECURE RIGGING TO HUB OR

CLOSEST TO THE DRAFT TUBE DOOR.

OTHER. ASSURE DECKING SECTIONS WITH DOOR HATCH ARE LOCATED

13. PLACE 24 DECKING PIECES ON THE FRAME AND PIN TOGETHER TO EACH

12. PLACE AND PIN RADIAL BEAMS.

11. PIN HORIZONTAL BRACES AND DIAGONAL BRACES TO TRUSSES.

BEAMS IS COMPLETE.

ASSEMBLY OF TRUSSES, INNER BEAMS, MIDDLE BEAMS AND PERIMETER

10. CONTINUE FRAME ASSEMBLY IN COUNTER CLOCKWISE FASHION UNTIL

PINNING.

9. ATTACH 3RD TRUSS TO THE 6 O'CLOCK TETHER AND REPEAT BEAM

6 O'CLOCK TETHER TO THE 4 O'CLOCK TETHER.

8. TRANSFER THE 4 O'CLOCK TETHER TO THE 2 O'CLOCK TETHER AND THE

7. PIN MIDDLE BEAM AND INNER BEAM TO BOTH TRUSSES.

6. PASS PERIMETER BEAM THROUGH DOOR AND PIN TO BOTH TRUSSES.

DOOR. ALTERNATE ODD AND EVEN TRUSSES.

5. ATTACH 2ND TRUSS TO 6 O'CLOCK TETHER LINE AND FEED THROUGH

THROUGH DOOR. ALT: PIN MIDDLE BEAM AFTER FEEDING THROUGH DOOR.

BEAMS TO TRUSS AND FOLD BEAMS INWARD AGAINST TRUSS BEFORE FEEDING

TUBE ACCESS DOOR AND SUSPEND FROM TETHER. PIN INNER AND MIDDLE

4. ATTACH 1ST TRUSS TO 4 O'CLOCK TETHER LINE, FEED THROUGH DRAFT

3. INSTALL PROJECT DRAFT TUBE FLOAT SYSTEM.

2. INSTALL BLADE SCAFFOLD AND GRIP HOISTS. LOWER TETHER LINES.

JUST BELOW DRAFT TUBE DOOR.

1. PREPARE UNIT FOR TMP ASSEMBLY AND HOLD WATER LEVEL IN UNIT

DRAFT TUBE SHOWING BOTH TMP POSITIONS

UNITS 1-14 LOOKING THRU

SCALE: 1/2" = 1'-0"

S O

A T

N N

E N

A M

D E

N E

D B

D E

S C

N M

A R

D A

T E

S U

B M

T E

D B

P L

O T S

C A

L E

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

D R

A W

G N

U M

B E

R of Engineers

US Army Corps

P L

O T D

A T

54321

/5 /2 n w d \n w p \e td s \c a d d -w o rk s p a c e s \N

W P \W o rk

S p a c e \p ro je c ts \L o c a l R e s o u rc e

D E

N F

BORDER VERSION UPDATE [09-2012]

G-401 SHEETSHEET NAME:G2HDCMGT Mike ThompsonBY USERNAME:ANSI DDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 6/5/2019 3:07:43 PM

D R

A W

N B

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K E

D B

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M Y C

O R

P S O

F E

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E E

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M Y C

O R

P S O

F E

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E E

R S

P O

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L A

N D

O R

E G

O N

P O

R T

L A

N D D

T R

R B

E M

T E

N A

N C

E P

L A

T F

O R

C O

L U

M B

E R

P O

R T

L A

N D

O R

E G

O N

H Y

D R

O E

L E

C T

E S

N C

E N

T E

E D

A L L E

S L

O C

K A

N D D

A M

S T

E V

E N R

E S P .E

W E

R H

O U

S E

G-402

D D

P -1 .1

-0 /4

D D

P -1 .1

G -4

X X

X .d g n

DRAFT TUBE DOOR

LADDER

PLATFORM (LOWER POSITION)

TURBINE MAINTENANCE

PLATFORM (UPPER POSITION)

TURBINE MAINTENANCE

POSITION ONLY)

(SHOWN IN UPPER

REMOVABLE GRAB BAR

LINER

DRAFT TUBE

EL 40.01 TOP OF DRAFT TUBE LINER

ACCESS PLATFORM

DRAFT TUBE

H D

C M

G T

EL 38.52

EL 35.10

U P

P E

R A

N D L

O W

E R P

O S

-2

CLEL 45.98 BLADES

EL 28.50 OF MANDOOR

HUB OUTLINE

TURBINE RUNNER

(STEEP) POSITION

BLADE IN NORMAL

DISCHARGE RING

CLEAR TO DECKING

2 1/8 "

7 1/4 "3

RING AND HUB NOT SHOWN

RIGGING TO DISCHARGE

A P

P R

O X

D E

M E

A U

A T

ASSEMBLY INSTRUCTIONS:

TURBINE MAINTENANCE PLATFORM

DRAFT TUBE

DESIGN NOTES:

7. BREAK ALL SHARP EDGES AND CORNERS.

6. ALL MATERIAL 6061 T6 UNLESS OTHERWISE SHOWN.

PER AWS D1.1.

5. ALL ALUMINUM WELDING PER AWS D1.2. STEEL WELDING

4. RIGGING SHOWN ON SHEET G-403.

TO USE AT RATED LOAD.

ON HUB REQUIRED WHEN TMP IS SUPPORTED FROM HUB PRIOR

PRIOR TO USE AT RATED LOAD. BEARING CONTACT OF TRUSS

WHEN TMP PLATFORM IS SUPPORTED AT OUTSIDE SUPPORTS

3. BLOCKING BETWEEN TRUSS AND DRAFT TUBE LINER REQUIRED

3478 LBS.

2. ESTIMATED WEIGHT TURBINE MAINTENANCE PLATFORM

PLATFORM DESIGNED WITH A SAFETY FACTOR OF 6.

WITH A SAFETY FACTOR OF 4. RIGGING SUPPORTING

CONCENTRATED LIVE LOADS OF 250 LBS (3, SPACED AT 18")

FACTOR OF 4. PLATFORM ALSO DESIGNED FOR

DISTRIBUTED LIVE LOAD OF 25 PSF WITH A SAFETY

1. TURBINE MAINTENANCE PLATFORM DESIGNED FOR A

DISCHARGE RING.

14. RAISE TMP INTO WORKING ELEVATION AND SECURE RIGGING TO HUB OR

CLOSEST TO THE DRAFT TUBE DOOR.

OTHER. ASSURE DECKING SECTIONS WITH DOOR HATCH ARE LOCATED

13. PLACE 24 DECKING PIECES ON THE FRAME AND PIN TOGETHER TO EACH

12. PLACE AND PIN RADIAL BEAMS.

11. PIN HORIZONTAL BRACES AND DIAGONAL BRACES TO TRUSSES.

BEAMS IS COMPLETE.

ASSEMBLY OF TRUSSES, INNER BEAMS, MIDDLE BEAMS AND PERIMETER

10. CONTINUE FRAME ASSEMBLY IN COUNTER CLOCKWISE FASHION UNTIL

PINNING.

9. ATTACH 3RD TRUSS TO THE 6 O'CLOCK TETHER AND REPEAT BEAM

6 O'CLOCK TETHER TO THE 4 O'CLOCK TETHER.

8. TRANSFER THE 4 O'CLOCK TETHER TO THE 2 O'CLOCK TETHER AND THE

7. PIN MIDDLE BEAM AND INNER BEAM TO BOTH TRUSSES.

6. PASS PERIMETER BEAM THROUGH DOOR AND PIN TO BOTH TRUSSES.

DOOR. ALTERNATE ODD AND EVEN TRUSSES.

5. ATTACH 2ND TRUSS TO 6 O'CLOCK TETHER LINE AND FEED THROUGH

THROUGH DOOR. ALT: PIN MIDDLE BEAM AFTER FEEDING THROUGH DOOR.

BEAMS TO TRUSS AND FOLD BEAMS INWARD AGAINST TRUSS BEFORE FEEDING

TUBE ACCESS DOOR AND SUSPEND FROM TETHER. PIN INNER AND MIDDLE

4. ATTACH 1ST TRUSS TO 4 O'CLOCK TETHER LINE, FEED THROUGH DRAFT

3. INSTALL PROJECT DRAFT TUBE FLOAT SYSTEM.

2. INSTALL BLADE SCAFFOLD AND GRIP HOISTS. LOWER TETHER LINES.

JUST BELOW DRAFT TUBE DOOR.

1. PREPARE UNIT FOR TMP ASSEMBLY AND HOLD WATER LEVEL IN UNIT

DRAFT TUBE SHOWING BOTH TMP POSITIONS

UNITS 15-22 LOOKING THRU

SCALE: 1/2" = 1'-0"

S O

A T

N N

E N

A M

D E

N E

D B

D E

S C

N M

A R

D A

T E

S U

B M

T E

D B

P L

O T S

C A

L E

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

D R

A W

G N

U M

B E

R of Engineers

US Army Corps

P L

O T D

A T

54321

/5 /2 n w d \n w p \e td s \c a d d -w o rk s p a c e s \N

W P \W o rk

S p a c e \p ro je c ts \L o c a l R e s o u rc e

D E

N F

BORDER VERSION UPDATE [09-2012]

G-402 SHEETSHEET NAME:G2HDCMGT Mike ThompsonBY USERNAME:ANSI DDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 6/5/2019 3:07:45 PM

D R

A W

N B

C H

E C

K E

D B

A R

M Y C

O R

P S O

F E

N G

E E

A R

M Y C

O R

P S O

F E

N G

E E

R S

P O

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L A

N D

O R

E G

O N

P O

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L A

N D D

T R

R B

E M

T E

N A

N C

E P

L A

T F

O R

C O

L U

M B

E R

P O

R T

L A

N D

O R

E G

O N

H Y

D R

O E

L E

C T

E S

N C

E N

T E

E D

A L L E

S L

O C

K A

N D D

A M

S T

E V

E N R

E S P

W E

R H

O U

S E

G-403

D D

P -1 .1

-0 /5

H D

C M

H U

G U

P P

E R A

N D L

O W

E R P

O S

N S

4'-1 5/16 "

5'-7 1/2 "

4'-3 3/16 "

5'-5 7/8 "

11 7/8 "

1'-5"

7 5/16 "

1 9/16 "

DISCHARGE RING

RING

DISCHARGE

LINER

DRAFT TUBE

LINER

DRAFT TUBE

1 9/16 "

D D

P -1 .1

G -4

X X

X .d g n

1'-9 1/16 "

2'-4 3/4 "

6" ABOVE DT LINER

BY OTHERS

SWIVEL HOIST RING

DRILL AND TAP HOLE FOR

BY OTHERS

SWIVEL HOIST RING

DRILL AND TAP HOLE FOR

6" ABOVE DT LINER

TURNBUCKLE

ROPE ASSY PLUS

AND EYE WIRE

24" LONG HOOK

TURNBUCKLE

JAW AND JAW

ROPE ASSY PLUS TURNBUCKLE

42" LONG HOOK AND EYE WIRE

1'-1" 10"

AND NUT

WITH WASHER

3/8" EYEBOLT

COUNTERSUNK 1"

AT EACH END

WITH CARIBINERS

BUNGEE CORD

EPDM RUBBER

ASSEMBLY

WOOD BLOCK

TAPERED

ASSEMBLY

WOOD BLOCK

TAPERED

7 1/2 "

R 1"

R 7/8"

8 3/8 "

OF TRUSS

END PLATE

OF TRUSS

END PLATE

STIFFENERS

1/4"

OF DRAFT TUBE LINER

UHMW CUT TO FIT TAPER

UHMW PADPLAN

ELEVATION

PAD

UHMW

10 3/8 "

12"

1 7/16"

HOLES FOR

BOLTS

FOR

HOLES

1/8

TYP

D E

M E

A U

A T

2 9/16 "

1 7/16 "

TUBES

ALUMINUM

2"x4"

TUBE

ALUMINUM

2"x4"

TUBE

ALUMINUM

2"x4"

/1 x1/4"x7 1/2"

1 1/2"x1 1/2"

ROPE ASSY

24" WIRE

ROPE ASSY

42" WIRE

TURNBUCKLE

JAW AND JAW

RIGGING NOTES:

BLOCK IN LOWER POSITION.

DRAFT TUBE LINER RESPECTIVELY. USE TAPERED WOOD

5. ASSURE BEARING PADS ARE IN CONTACT WITH HUB OR

BOTH AT SAME TIME.

4. RIG THE PLATFORM TO HUB OR DISCHARGE RING: NOT

WIRE ROPE ASSEMBLY. ADJUST TURNBUCKLE.

3. LOWER POSITION TO DISCHARGE RING ADD 42" HOOK AND EYE

ASSEMBLY. ADJUST TURNBUCKLE.

2. UPPER POSITION TO HUB ADD 24" HOOK AND EYE WIRE ROPE

JAW TURNBUCKLE WITH 19 1/2" - 25 1/2" ADJUSTMENT.

TETHER LINE

SHACKLE FOR

TETHER LINE

SHACKLE FOR

PROVIDE OVERSIZED WASHERS

TO PLATES WITH COUNTERSUNK

ATTACH UHMW BEARING PADS

WOOD BLOCK

SCALE: 1 1/2" = 1'-0"

ASSEMBLY UNITS 15-22

RIGGING DETAILS PLATFORM

SCALE: 1/2" = 1'-0"

ASSEMBLY UNITS 1-14

RIGGING DETAILS PLATFORM

SCALE: 1/2" = 1'-0"

SECTION

SCALE: 3" = 1'-0"

EXTENSION ASSEMBLY

DETAIL - BUMPER

SCALE: 3" = 1'-0"

S O

A T

N N

E N

A M

D E

N E

D B

D E

S C

N M

A R

D A

T E

S U

B M

T E

D B

P L

O T S

C A

L E

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

D R

A W

G N

U M

B E

R of Engineers

US Army Corps

P L

O T D

A T

54321

/5 /2 n w d \n w p \e td s \c a d d -w o rk s p a c e s \N

W P \W o rk

S p a c e \p ro je c ts \L o c a l R e s o u rc e

D E

N F

BORDER VERSION UPDATE [09-2012]

G-403 SHEETSHEET NAME:G2HDCMGT Mike ThompsonBY USERNAME:ANSI DDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 6/5/2019 3:07:47 PM

D R

A W

N B

C H

E C

K E

D B

A R

M Y C

O R

P S O

F E

N G

E E

A R

M Y C

O R

P S O

F E

N G

E E

R S

P O

R T

L A

N D

O R

E G

O N

P O

R T

L A

N D D

T R

R B

E M

T E

N A

N C

E P

L A

T F

O R

C O

L U

M B

E R

P O

R T

L A

N D

O R

E G

O N

H Y

D R

O E

L E

C T

E S

N C

E N

T E

E D

A L L E

S L

O C

K A

N D D

A M

S T

E V

E N R

E S P

W E

R H

O U

S E

D D

P -1 .1

-0 /6

D D

P -1 .1

G -4

X X

X .d g n

NOTES:

H D

C M

G T

G-404

P L

A T F

O R

M A

S S

E M

B L

E T

2. DECKING NOT SHOWN FOR CLARITY.

DIAMETER DRAFT TUBE.

BEAMS ARE LONGER TO ACCOUNT FOR THE LARGER

OUT FARTHER FROM THE CENTER AND THE RADIAL

FROM 1-14. THE PERIMETER BEAMS EXTEND

1. UNITS 15-22 DRAFT TUBE PLATFORM IS DIFFERENT

D E

M E

A U

A T

10:00

8:00

6:00

4:00

DOOR

SEE SHEET S-105

MIDDLE BEAM

SEE SHEET S-106

DIAGONAL BRACE

SEE SHEET S-106

HORIZONTAL BRACE

SHEET S-104 FOR U 15-22

SEE SHEET S-103 FOR U 1-14

RADIAL BEAM

SEE SHEET S-101

(ODD) TRUSS 3 REQ

12:00

SEE SHEET S-101

(EVEN) TRUSS 3 REQ

2:00

SHEET S-104 FOR U 15-22

SEE SHEET S-103 FOR U 1-14

PERIMETER BEAM

SEE SHEET S-106

INNER BEAM

MAINTENANCE PLATFORM

ISO VIEW UNITS 1-14 TURBINE

NOT TO SCALE

UNITS 15-22 SIMILAR

S O

A T

N N

E N

A M

D E

N E

D B

D E

S C

N M

A R

D A

T E

S U

B M

T E

D B

P L

O T S

C A

L E

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

D R

A W

G N

U M

B E

R of Engineers

US Army Corps

P L

O T D

A T

54321

/5 /2 n w d \n w p \e td s \c a d d -w o rk s p a c e s \N

W P \W o rk

S p a c e \p ro je c ts \L o c a l R e s o u rc e

D E

N F

BORDER VERSION UPDATE [09-2012]

G-404 SHEETSHEET NAME:G2HDCMGT Mike ThompsonBY USERNAME:ANSI DDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 6/5/2019 3:07:49 PM

D R

A W

N B

C H

E C

K E

D B

A R

M Y C

O R

P S O

F E

N G

E E

A R

M Y C

O R

P S O

F E

N G

E E

R S

P O

R T

L A

N D

O R

E G

O N

P O

R T

L A

N D D

T R

R B

E M

T E

N A

N C

E P

L A

T F

O R

C O

L U

M B

E R

P O

R T

L A

N D

O R

E G

O N

H Y

D R

O E

L E

C T

E S

N C

E N

E D

A L L E

S L

O C

K A

N D D

A M

S T

E V

E N R

E S P .E

H D

C M

W E

R H

O U

S E

G-405

D D

P -1 .1

-0 /7

D D

P -1 .1

G -4

X X

X .d g n

U N

S -1

P L

A T F

O R

M A

S S

E M

B L

Y P

L A

N V

DECK SEGMENT A

DECK SEGMENT B

DECK SEGMENT C

DECK SEGMENT D TRUSS

DECK SEGMENT A

DECK SEGMENT B1

DECK SEGMENT C1

DECK SEGMENT D

MIDDLE BEAM

TYP

FOR UNITS 1-14

RADIAL BEAM

FOR UNITS 1-14

PERIMETER BEAM

DIAGONAL BRACE

D E

M E

A U

A T

12:00

10:00

8:00

6:00

4:00

2:00

UNDER DIAGONAL

HORIZONTAL BRACE

INNER BEAM

1. DECKING FOR U 1-14 ON SHEETS S-107, S-108, S-109 AND S-110.

NOTES:

DOOR CL

11'-9"R

3'-3"R

DRAFT TUBE PLATFORM

PLAN VIEW - UNITS 1-14

SCALE: 3/4" = 1'-0"

S O

A T

N N

E N

A M

D E

N E

D B

D E

S C

N M

A R

D A

T E

S U

B M

T E

D B

P L

O T S

C A

L E

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

D R

A W

G N

U M

B E

R of Engineers

US Army Corps

P L

O T D

A T

54321

/5 /2 n w d \n w p \e td s \c a d d -w o rk s p a c e s \N

W P \W o rk

S p a c e \p ro je c ts \L o c a l R e s o u rc e

D E

N F

BORDER VERSION UPDATE [09-2012]

G-405 SHEETSHEET NAME:G2HDCMGT Mike ThompsonBY USERNAME:ANSI DDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 6/5/2019 3:07:51 PM

D R

A W

N B

C H

E C

K E

D B

A R

M Y C

O R

P S O

F E

N G

E E

A R

M Y C

O R

P S O

F E

N G

E E

R S

P O

R T

L A

N D

O R

E G

O N

P O

R T

L A

N D D

T R

R B

E M

T E

N A

N C

E P

L A

T F

O R

C O

L U

M B

E R

P O

R T

L A

N D

O R

E G

O N

H Y

D R

O E

L E

C T

E S

N C

E N

E D

A L L E

S L

O C

K A

N D D

A M

S T

E V

E N R

E S P .E

H D

C M

W E

R H

O U

S E

G-406

D D

P -1 .1

-0 /8

D D

P -1 .1

G -4

X X

X .d g n

U N

-2

P L

A T F

O R

M A

S S

E M

B L

Y P

L A

N V

TRUSS

DECK SEGMENT AA

DECK SEGMENT BB1

DECK SEGMENT CC1

MIDDLE BEAM

FOR UNITS 15-22

PERIMETER BEAM

FOR UNITS 15-22

RADIAL BEAM

DECK SEGMENT DD

DECK SEGMENT AA

DECK SEGMENT BB

DECK SEGMENT CC

DECK SEGMENT DD

DIAGONAL BRACE

D E

M E

A U

A T

UNDER DIAGONAL

HORIZONTAL BRACE

TYP

12:00

10:00

8:00 4:00

2:00

DOOR

6:00

INNER BEAM

TYP

1. DECKING FOR U 15-22 ON SHEET S-111.

12'-6 5/8 "R

3'-3"R

DRAFT TUBE PLATFORM

PLAN VIEW - UNITS 15-22

SCALE: 3/4" = 1'-0"

S O

A T

N N

E N

A M

D E

N E

D B

D E

S C

N M

A R

D A

T E

S U

B M

T E

D B

P L

O T S

C A

L E

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

D R

A W

G N

U M

B E

R of Engineers

US Army Corps

P L

O T D

A T

54321

/5 /2 n w d \n w p \e td s \c a d d -w o rk s p a c e s \N

W P \W o rk

S p a c e \p ro je c ts \L o c a l R e s o u rc e

D E

N F

BORDER VERSION UPDATE [09-2012]

G-406 SHEETSHEET NAME:G2HDCMGT Mike ThompsonBY USERNAME:ANSI DDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 6/5/2019 3:07:52 PM

D R

A W

N B

C H

E C

K E

D B

A R

M Y C

O R

P S O

F E

N G

E E

A R

M Y C

O R

P S O

F E

N G

E E

R S

P O

R T

L A

N D

O R

E G

O N

P O

R T

L A

N D D

T R

R B

E M

T E

N A

N C

E P

L A

T F

O R

C O

L U

M B

E R

P O

R T

L A

N D

O R

E G

O N

H Y

D R

O E

L E

C T

E S

N C

E N

T E

E D

A L L E

S L

O C

K A

N D D

A M

S T

E V

E N R

E S P

W E

R H

O U

S E

S-101

D D

P -1 .1

-5 -0 /1

D D

P -1 .1

S -1

X X

X .d g n

H D

C M

E T

T R

U S

S A

S S

E M

B L

SEE S-102

HUB BRACKET

SEE S-102

INNER BRACKET

DOUBLE HOLE

BRACKET

MIDDLE BEAM

BRACKET

MIDDLE BEAM

2'-8 3/8 "4'-9 1/16 "

2. ESTIMATED WEIGHT OF TRUSS: 163 LBS.

ALTERNATING.

ATTACHING LUGS. TMP REQUIRES THREE OF EACH,

LUGS, TRUSS ASSY. (ODD) HAS UPPER DIAGONAL

1. TRUSS ASSY. (EVEN) HAS LOWER DIAGONAL ATTACHING

BRACKET SEE S-102

LUG AND CENTER

DOUBLE HOLE

UHMW

3/16 TYP

3 SIDES

WELD

8'-5 5/8 "

4" 4'-7 7/16 "

(HOLD) (HOLD)

(HOLD)(HOLD)

1/2" PLATE

(H O

L D

10'-9 7/16

TUBE

RECTANGULAR

4" x 2" x 1/8"

1/8

TYP

END VIEW

FINGER TIGHT ONLY

1/2" END PLATE

RECTANGULAR TUBES

4" x 2" x 1/8"

RECTANGULAR TUBES

4" x 2" x 1/8"

RECTANGULAR TUBES

4" x 2" x 1/8"

RECTANGULAR TUBES

4" x 2" x 1/8"

DIAGONAL PIPE

1/2" PLATE FOR ATTACHING

TUBES

RECTANGULAR

UPPER

4" x 2" x 1/8"

11 1/2 "

PLATES

BEAM

PLATES

BEAM

10 5/16 "

(HOLD)

PLATES

BEAM

1/2" END PLATE

R 1"1/8

1/8

TYP

1/8

TYP

R 1"

CJP

TYP

CJP

1/8

TYP

SEE S-102

SUPPORT LUG

UPPER S

D E

M E

A U

A T

SS BOLTS

COUNTERSUNK

3/8"

SS BOLTS

COUNTERSUNK

3/8"

120°

OF PLYWOOD COVER

LONG BEAM SUPPORT

CUT OUTS FOR ALUMINUM

PAD

UHMW

HUB

TYP

SS BOLTS

HORIZONTAL PIPE

DIAGONAL AND

ATTACHING

1/2" PLATE FOR

6 1/2 "

1 1/2 " 1 1/2 "

9/16"

TYP TYP

T Y

P T

Y P

2 3/4 "

5/8 "2 3/4 "

5/8 "

G-403

BEARING PAD

DT UHMW

PLATE SEE S-102

LUG AND END

SINGLE HOLE

HOLE FOR

BLOCK

DECKING

BLOCK

DECKING

BLOCK

DECKING

AROUND CENTER LINE

SYMMETRICAL

COVER

OF PLYWOOD

SUPPORT

LONG BEAM

ALUMINUM

CUT OUTS FOR

BLOCK

DECKING

SS SCREWS

COUNTERSUNK

3 3/4

2 7/8

1/8 "

PLATE

DECKING

HOLES FOR

SEE S-106

TRUSS BRACE

ALL CORNERS

1/16" RADIUS ON

SHEET S-124

SUPPORT SEE

HOLE FOR BEAM

4 3/4 "

WASHER PLATE

x 1/4" THICK

5 3/4" x 4"

WASHER PLATE

x 1/4" THICK

5 3/4" x 4"

SECTION

SCALE: 3" = 1'-0"

SECTION - FOR EVEN

SCALE: 3" = 1'-0"

SECTION - FOR ODD

SCALE: 3" = 1'-0"

SECTION

SCALE: 3" = 1'-0"

TRUSS ASSEMBLY (ODD)

SCALE: 1 1/2" = 1'-0"

HUB UHMW PAD

SCALE: 6" = 1'-0"

VIEW

SCALE: 3" = 1'-0"

DECKING BLOCK

SCALE: 6" = 1'-0"

PLATE

DECKING

SCALE: 6" = 1'-0"

S O

A T

N N

E N

A M

D E

N E

D B

D E

S C

N M

A R

D A

T E

S U

B M

T E

D B

P L

O T S

C A

L E

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

D R

A W

G N

U M

B E

R of Engineers

US Army Corps

P L

O T D

A T

54321

/5 /2 n w d \n w p \e td s \c a d d -w o rk s p a c e s \N

W P \W o rk

S p a c e \p ro je c ts \L o c a l R e s o u rc e

D E

N F

BORDER VERSION UPDATE [09-2012]

S-101 SHEETSHEET NAME:G2HDCMGT Mike ThompsonBY USERNAME:ANSI DDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 6/5/2019 3:07:55 PM

D R

A W

N B

C H

E C

K E

D B

A R

M Y C

O R

P S O

F E

N G

E E

A R

M Y C

O R

P S O

F E

N G

E E

R S

P O

R T

L A

N D

O R

E G

O N

P O

R T

L A

N D D

T R

R B

E M

T E

N A

N C

E P

L A

T F

O R

C O

L U

M B

E R

P O

R T

L A

N D

O R

E G

O N

H Y

D R

O E

L E

C T

E S

N C

E N

E D

A L L E

S L

O C

K A

N D D

A M

S T

E V

E N R

E S P

W E

R H

O U

S E

S-102

D D

P -1 .1

-5 -0 /2

D D

P -1 .1

S -1

X X

X .d g n

H D

C M

E T

T R

U S

S A

S S

E M

B L

TYP

10 5/16 "

(HOLD)

1 1 /2 "

1/8

3/4 "

SCHEDULE 80 PIPE

1/2

TYP

1/2 "

(H O

L D

TYP

BEAM OUTLINE

S-101

1/4

1/8

TYP

1/4

/1 " 1

1'-2 1/2 "

DOWN BELOW BEAM

CENTER STIFFENER EXTENDS

TO FIT

CUT TUBE

1/8 x 1/4" TUBE

PLATE

1/2"

PLATE

1/2"

COPE TO FIT

x 1/4" TUBE

1/2" BOLTS

HOLES FOR

HOLES

D E

M E

A U

A T

4 3/4 "

1/2" SS BOLTS

HOLES FOR

PLATES

BEAM

BEARING PAD

DT UHMW

TYP

R 1"

R 1/8"

BRACKET ONLY

ON MIDDLE BEAM

WASHER; TACK 3 PLACES

3/16" THICK ALUMINUM

OUTLINE

BEAM

TRUSS

2. ALIGN WITH WORKING POINTS.

1. ALL MATERIAL IS ALUMINUM 6061-T6 EXCEPT AS NOTED.

SS BOLTS

MIDDLE BEAM BRACKET

WELD DETAILS PER

3/4 "

HUB BRACKET

SCALE: 3" = 1'-0"

DETAIL

SCALE: 12" = 1'-0"

MIDDLE BEAM BRACKET

SCALE: 3" = 1'-0"

INNER BRACKET

SCALE: 3" = 1'-0"

AND CENTER BRACKET (ODD)

DOUBLE HOLE LUG

SCALE: 3" = 1'-0"

BRACKET

LOWER SUPPORTING

SCALE: 6" = 1'-0"

UPPER SUPPORT LUG

6 REQ

SCALE: 3" = 1'-0"

BEAM PLATE

24 REQ

SCALE: 6" = 1'-0"

AND END PLATE

SINGLE HOLE LUG

SCALE: 3" = 1'-0"

S O

A T

N N

E N

A M

D E

N E

D B

D E

S C

N M

A R

D A

T E

S U

B M

T E

D B

P L

O T S

C A

L E

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

D R

A W

G N

U M

B E

R of Engineers

US Army Corps

P L

O T D

A T

54321

/5 /2 n w d \n w p \e td s \c a d d -w o rk s p a c e s \N

W P \W o rk

S p a c e \p ro je c ts \L o c a l R e s o u rc e

D E

N F

BORDER VERSION UPDATE [09-2012]

S-102 SHEETSHEET NAME:G2HDCMGT Mike ThompsonBY USERNAME:ANSI DDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 6/5/2019 3:08:00 PM

D R

A W

N B

C H

E C

K E

D B

2" 1 1/2 "

WELD DETAILS PER

MIDDLE BEAM BRACKET

BEAM PLATES

FIT TO TRUSS BEAM 7"

4 5/16 "

4 1/4 "

5 1/2 "

1"R

1" R

8 1/16 " 2 3/8 "

2 13/16 "

9 1/16 "

3/4" PLATE

WASHER

OMIT AL

1 3/4 " 2 1/2 "

11/16 "

HOLE FOR

SEE NOTE 2

4"2"

2" R

13/16 "

7 13/16 "

1 11/16 "5 11/16 "

7 1/2 "

UPPER SUPPORT

BRACKET 1/2" THICK

LOWER SUPPORT

BRACKET 1/2" THICK

BEAM

PLATES

7 1/2

BEAM

PLATES

1/2"x4" PLATES

1" R

13/16 "

9/16" HOLE

SEE NOTE 2

1 1/2 "

BEAM PLATES

CUT TO FIT

BRACKET

1/2" CENTER

CUT TO FIT

3 5/16 "

1" R

5"1"

1/ 4 "

PLATE

BOLTS BOTTOM

HOLES FOR FH, SS

A R

M Y C

O R

P S O

F E

N G

E E

A R

M Y C

O R

P S O

F E

N G

E E

R S

P O

R T

L A

N D

O R

E G

O N

P O

R T

L A

N D D

T R

R B

E M

T E

N A

N C

E P

L A

T F

O R

C O

L U

M B

E R

P O

R T

L A

N D

O R

E G

O N

H Y

D R

O E

L E

C T

E S

N C

E N

E D

A L L E

S L

O C

K A

N D D

A M

S T

E V

E N R

E S P

W E

R H

O U

S E

S-103

D D

P -1 .1

-5 -0 /3

D D

P -1 .1

S -1

X X

X .d g n

NOTES:

A S

S E

M B

L Y

H D

C M

G T

U N

S -1

P E

E T

E R B

E A

3'-4 1/2 " (HOLD)

5'-6 1/8 " (H

OLD)

CHAMFER

1/4"

SEE S-105

BEAM CONNECTOR

CORNER CONNECTOR

PERIMETER BEAM

BEAM

PERIMETER

SYMMETRICAL ABOUT CL

R 1"

3 5/8 "

1/4 "

3 1/2 "

(HOLD)

7 7/8 "

R 3/4"

3/16

3 1/2 "1 1/2 "

2'-9 1/4 " (HOLD)

SYMMETRICAL AROUND CL

1/8

TYP

SCH 80 PIPE

R 3/4"

3 5/8 "

5 15/16 "

1 1/2 "

SS QUICK RELEASE PINS

(HOLD)

1/8" END PLATE

(H O

L D

1/4

1/4 "

3 1/8 "

(HOLD)

TYP

CJP

1/4

/16

QTY: 6 AS SHOWN, 6 OPPOSITE HAND

1 9/ 16 "

D E

M E

A U

A T

HOLE IN BEAM BRACKET FOR

MATCH DRILL HOLE IN BEAM WITH

RADIAL BEAM WT - 11.69 LBS

4. PERIMETER BEAM WT - 69.75 LBS

BEAM AFTER WELDING.

3. BEAM CONNECTORS MUST BE SQUARE AND LEVEL WITH THE

CORNERED.

2. BEAMS ARE 6" x 3" x 3/16". RECTANGULAR SEAMLESS SQUARE

1. ALL MATERIAL IS ALUMINUM 6061-T6.

TYP NOTE 3

BEAM BRACKET

PERIMETER

HOLE TYP

1" WELD ACCESS

1/4

3 1 3/1

6 "

146°

6 PLACES

HOLES 6 PLACES

LIGHTENING

1 1/2 "

(H O

L D

3/16

TYP NOTE 3

10'-5 3/4 " (HOLD)

5'- 1 5/1

6 "

REF

146°

6 7/8 "

7°

13/16 "

R 3/4"

TYP

SECTION

SCALE: 6" = 1'-0"

CORNER CONNECTOR

QTY: 6 REQ

SCALE: 6" = 1'-0"

DETAIL

SCALE: 6 " = 1'-0"

RIGHT PERIMETER BEAM BRACKET

SCALE: 6" = 1'-0"

SECTION - SLEEVED HOLE

TYP SLEEVE DETAIL FOR

SCALE: 6" = 1'-0"

UNITS 1-14

RADIAL BEAM

QTY: 12 REQ

SCALE: 3" = 1'-0"

1-14 PERIMETER BEAM ASSEMBLY

QTY: 6 REQ

SCALE: 1-1/2" = 1'-0"

S O

A T

N N

E N

A M

D E

N E

D B

D E

S C

N M

A R

D A

T E

S U

B M

T E

D B

P L

O T S

C A

L E

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

D R

A W

G N

U M

B E

R of Engineers

US Army Corps

P L

O T D

A T

54321

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W P \W o rk

S p a c e \p ro je c ts \L o c a l R e s o u rc e

D E

N F

BORDER VERSION UPDATE [09-2012]

S-103 SHEETSHEET NAME:G2HDCMGT Mike ThompsonBY USERNAME:ANSI DDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 6/5/2019 3:08:03 PM

D R

A W

N B

C H

E C

K E

D B

A R

M Y C

O R

P S O

F E

N G

E E

A R

M Y C

O R

P S O

F E

N G

E E

R S

P O

R T

L A

N D

O R

E G

O N

P O

R T

L A

N D D

T R

R B

E M

T E

N A

N C

E P

L A

T F

O R

C O

L U

M B

E R

P O

R T

L A

N D

O R

E G

O N

H Y

D R

O E

L E

C T

E S

N C

E N

E D

A L L E

S L

O C

K A

N D D

A M

S T

E V

E N R

E S P

W E

R H

O U

S E

D D

P -1 .1

-5 -0 /4

D D

P -1 .1

S -1

X X

X .d g n

H D

C M

G T

S-104

U N

-2

A S

S E

M B

L Y

P E

E T

E R B

E A

3'-4 1/2 " (HOLD)

AROUND CENTERLINESYMMETRICAL

CORNER CONNECTION

PERIMETER BEAM

BEAM

PERIMETER

5'- 3/

OLD)

3'-4" (HOLD)

SYMMETRICAL AROUND CL

3 1/2 " (HOLD)1 1/2 "

R 1"

3/16

1/8

TYP

R 3/4"

1/4" CHAMFER

3 5/8 "

6 1/4 "

8 3/8 "

R 3/4"

3 1/2 "

(HOLD)

SS QUICK RELEASE PIN

SCH 80 PIPE

1/4 "

3 5/8 "

1/8" END PLATE

/16

QTY: 6 AS SHOWN, 6 OPPOSITE HAND

3 1/8 "

(HOLD)

1/4

1/4 "

TYP

CJP

1/4

TYP

R 3/4"

2 1 /16

D E

M E

A U

A T

HOLE IN BEAM BRACKET FOR

MATCH DRILL HOLE IN BEAM WITH

TYP NOTE 3

NOTES:

RADIAL BEAM WT - 13.75 LBS

4. PERIMETER BEAM WT - 72.5 LBS

BEAM AFTER WELDING.

3. BEAM CONNECTORS MUST BE SQUARE AND LEVEL WITH THE

CORNERED.

2. BEAMS ARE 6" x 3" x 3/16". RECTANGULAR SEAMLESS SQUARE

1. ALL MATERIAL IS ALUMINUM 6061-T6.

BEAM BRACKET

PERIMETER

(H O

L D

1/4

1 1/2 "

1 1/2"

129.3°

4 1 /4

HOLES 6 PLACES

LIGHTENING

/4 " (H

O L

6 PLACES

HOLE TYP

1" WELD ACCESS

TYP

SEE S-105

BEAM CONNECTOR

10'-5 3/4 " (HOLD)

3/16

5'- 4 1 /2 " R

6 7/8 "

1/2 "

129.3°CL

C L

DETAIL

SCALE: 6" = 1'-0"

SECTION

SCALE: 6" = 1'-0"

CORNER CONNECTOR

QTY: 6 REQ

SCALE: 6" = 1'-0"

SECTION - SLEEVED HOLE

TYP SLEEVE DETAIL FOR

SCALE: 6" = 1'-0"

RIGHT PERIMETER BEAM BRACKET

SCALE: 6" = 1'-0"

RADIAL BEAM

UNITS 15-22

QTY: 12 REQ

SCALE: 1 1/2" = 1'-0"

15-22 PERIMETER BEAM ASSEMBLY

QTY: 6 REQ

SCALE: 1 1/2" = 1'-0"

S O

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N N

E N

A M

D E

N E

D B

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S C

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A R

D A

T E

S U

B M

T E

D B

P L

O T S

C A

L E

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

D R

A W

G N

U M

B E

R of Engineers

US Army Corps

P L

O T D

A T

54321

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W P \W o rk

S p a c e \p ro je c ts \L o c a l R e s o u rc e

D E

N F

BORDER VERSION UPDATE [09-2012]

S-104 SHEETSHEET NAME:G2HDCMGT Mike ThompsonBY USERNAME:ANSI DDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 6/5/2019 3:08:06 PM

D R

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P S O

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E E

R S

P O

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L A

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O R

E G

O N

P O

R T

L A

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T R

R B

E M

T E

N A

N C

E P

L A

T F

O R

C O

L U

M B

E R

P O

R T

L A

N D

O R

E G

O N

H Y

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O E

L E

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N C

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A L L E

S L

O C

K A

N D D

A M

S T

E V

E N R

E S P

W E

R H

O U

S E

S-105

D D

P -1 .1

-5 -0 /5

D D

P -1 .1

S -1

X X

X .d g n

NOTES: A

S E

M B

L Y

H D

C M

G T

D L E B

E A

BEAM BRACKET

MIDDLE

7'-9 3/8 " (HOLD)

2'-2 7/16 " (HOLD) 3'-4 1/2 " (HOLD)

MIDDLE BEAM

BEAM CONNECTOR

3 3/4 "

10 3/4 "

1 3/4 " 3 1/2 "

R 1" 2 9/16 "

2 1/2 "

1 7/8 "

3 3/4 "

BEAM CONNECTOR

1/8

1/4 "

ASTM A53 GRADE B

STEEL PIPE

1/2" SCH 80

ASTM A36

SOLID STEEL TIP

ASTM A36

SOLID STEEL CAP

1/8

1/4" CHAMFER

3 1/8 "

1 1/4 "R

3/16

WITH SS RETAINER PIN HOLE

NOTCH IN HEAD OF PIN ALIGNED

5/16 "

1/4

5/16 "

HOLE

1" WELD ACCESS

TYP

CJP

TYP

CJP

1/4

TYP

1 1/2 "

1/ 4 "

D E

M E

A U

A T

TYP SEE NOTE 4

WITH HOLE IN BRACKET

MATCH DRILL HOLE IN BEAM

1/4" CHAMFER

5 13/16 "

1/4

5. MIDDLE BEAM WT - 46.1 LBS.

THE BEAM AFTER WELDING.

4. BEAM CONNECTORS MUST BE SQUARE AND LEVEL WITH

3. GALVANIZE STEEL PIN PER ASTM A123.

SEAMLESS SQUARE CORNERED.

2. BEAM IS 6" x 3" x 3/16". RECTANGULAR

1. ALL MATERIAL IS ALUMINUM 6061-T6 EXCEPT AS SHOWN.

7'-2 3/8 " REF

VENT HOLE

1 3/4 "

FOR PLACES

WITH RECTANGULAR TUBE. TYPICAL

BREAK CORNERS AS NEEDED FOR FIT UP

1 1/4 "

MIDDLE BEAM BRACKET

QTY: 12 REQ

SCALE: 6" = 1'-0"

BEAM CONNECTOR

QTY: 36 REQ

SCALE: 6" = 1'-0"BEAM PIN

QTY: 36 REQ

SCALE: 6" = 1'-0"

MIDDLE BEAM ASSEMBLY

QTY: 6 REQ

COMMON TO UNITS 1-14 AND 15-22

SCALE: 3" = 1'-0"

S O

A T

N N

E N

A M

D E

N E

D B

D E

S C

N M

A R

D A

T E

S U

B M

T E

D B

P L

O T S

C A

L E

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

D R

A W

G N

U M

B E

R of Engineers

US Army Corps

P L

O T D

A T

54321

/5 /2 n w d \n w p \e td s \c a d d -w o rk s p a c e s \N

W P \W o rk

S p a c e \p ro je c ts \L o c a l R e s o u rc e

D E

N F

BORDER VERSION UPDATE [09-2012]

S-105 SHEETSHEET NAME:G2HDCMGT Mike ThompsonBY USERNAME:ANSI DDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 6/5/2019 3:08:08 PM

D R

A W

N B

C H

E C

K E

D B

A R

M Y C

O R

P S O

F E

N G

E E

A R

M Y C

O R

P S O

F E

N G

E E

R S

P O

R T

L A

N D

O R

E G

O N

P O

R T

L A

N D D

T R

R B

E M

T E

N A

N C

E P

L A

T F

O R

C O

L U

M B

E R

P O

R T

L A

N D

O R

E G

O N

H Y

D R

O E

L E

C T

E S

N C

E N

E D

A L L E

S L

O C

K A

N D D

A M

S T

E V

E N R

E S P

W E

R H

O U

S E

S-106

D D

P -1 .1

-5 -0 /6

D D

P -1 .1

S -1

X X

X .d g n

T U

R B

E M

T E

N A

N C

E P

L A

T F

O R

H D

C M

G T

T R

U S

S C

R O

S S A

S S

E M

B L

NOTES:

A N

D I

N N

E R B

E A

(HOLD)

2'-11 3/16 "

(HOLD)

RECTANGULAR TUBE

6" x 3" x 3/16"

INNER BEAM

1 1/2 "

3/16

5'-5 1/4"

5'-7 1/4 "(HOLD)

(HOLD)

HORIZONTAL BRACE

TUBE TYP

2" O.D. x .25 STRUCTURAL

1 1/4 "

1/2EACH END

4 PLACES

2 3/4 "

TUBE

2" O.D. x .25 STRUCTURAL

D E

M E

A U

A T

TYP

ALUMINUM INSERT, TYP

CONNECTOR

BEAM

1/8" CHAMFER

1/8

2'-4 3/16 "

EACH END

TYP 4 PLACES

2'-2 1/2"

COMPLETE

HOLE AFTER WELDING

MILL SLOT AND PIN

ALUMINUM INSERT, TYP

9/16" HOLES

AND DIAGONAL BRACES PROVIDE

FOR SHORT TRUSS BRACE PROVIDE

DIAGONAL BRACE WT - 10 LBS

HORIZONTAL BRACE WT - 10.25 LBS

5. INNER BEAM WT - 17.5 LBS

BEAM AFTER WELDING.

4. BEAM CONNECTORS MUST BE SQUARE AND LEVEL WITH THE

STRUCTURAL TUBES.

3. CALL OUTS AND DIMENSIONS IN DETAIL 1 APPLY TO ALL 2"

2. FOR CLARITY, PINS AND BOLTS ARE NOT SHOWN.

1. ALL MATERIAL IS ALUMINUM 6061-T6.

SEE NOTE 4

REF

DIAGONAL BRACE

TRUSS BRACE

AND HORIZONTAL BRACES

R 3/8" FOR DIAGONAL

TRUSS BRACE

R 1/2" FOR

INNER BEAM

SCALE: 3" = 1'-0"

SECTION

SCALE: 3" = 1'-0"

DETAIL

SCALE: 12" = 1'-0"

2" BRACES

SCALE: 3" = 1'-0"

S O

A T

N N

E N

A M

D E

N E

D B

D E

S C

N M

A R

D A

T E

S U

B M

T E

D B

P L

O T S

C A

L E

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

D R

A W

G N

U M

B E

R of Engineers

US Army Corps

P L

O T D

A T

54321

/5 /2 n w d \n w p \e td s \c a d d -w o rk s p a c e s \N

W P \W o rk

S p a c e \p ro je c ts \L o c a l R e s o u rc e

D E

N F

BORDER VERSION UPDATE [09-2012]

S-106 SHEETSHEET NAME:G2HDCMGT Mike ThompsonBY USERNAME:ANSI DDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 6/5/2019 3:08:10 PM

D R

A W

N B

C H

E C

K E

D B

A R

M Y C

O R

P S O

F E

N G

E E

A R

M Y C

O R

P S O

F E

N G

E E

R S

P O

R T

L A

N D

O R

E G

O N

P O

R T

L A

N D D

T R

R B

E M

T E

N A

N C

E P

L A

T F

O R

C O

L U

M B

E R

P O

R T

L A

N D

O R

E G

O N

H Y

D R

O E

L E

C T

E S

N C

E N

T E

E D

A L L E

S L

O C

K A

N D D

A M

S T

E V

E N R

E S P

W E

R H

O U

S E

D D

P -1 .1

-5 -0 /7

D D

P -1 .1

S -1

X X

X .d g n

H D

C M

G T

U N

S -1

2 3/4 "

1'-3 5/16 "

1/16 "

11/16 "

4'-5 1/4 "

1'-7 1/4 "

1/8

1 1/2-3

2-6

1/8

1/8 1/8

1/8

TYP

1/8TRANSVERSE FILLETS

HOLD BACK 1" FROM

C SHAPE/TOP PLATE

1/8TRANSVERSE FILLETS

HOLD BACK 1" FROM

C SHAPE/TOP PLATE

2 3/8 "

NOTES:

ALGRIP TREAD PLATE

1/8" ALUMINUM

1'-10 5/16 "

(HOLD) SEE DETAIL 2, S

-111

PANELS

PIN TYP BOTH ENDS ALL

FOR SS SQUARE LOCKING

SLEEVED SLOTTED HOLES

(R E

TYP TYP

1/8

1 1/2-3

1/8

1 1/2-3

1/8

1 1/2-3

1/8

1 1/2-3

1/8

S-107

D E

C K P

A N

E L A

2'-4 3/4 "

8'-4 1/2 "8'-6"

TYP

1/8

D E

M E

A U

C H

A N

N E

D E

C K P

L A

T E

C H

A N

N E

D E

C K P

L A

T E

6. PANEL "A" WT - 48.5 LBS

5. STIFFENERS ARE 1 3/8"x1/4" EXCEPT AS NOTED.

SEGMENTS UNLESS OTHERWISE NOTED.

4. DIMENSIONS MARKED WITH "REF" APPLY TO ALL DECK

5052 H32 MAY BE USED FOR 1/8" BENT PLATE CHANNELS ONLY.

3. MATERIAL: ALUMINUM 6061-T6 UNLESS OTHERWISE SHOWN.

IN A SIMILIAR FASHION.

TO ASSURE THAT EACH PIECE CONFORMS AND IS WELDED

TO WORK OUT. MARK OUT PLAN ON PLATES DURING FIT-UP

WELDS MAY BE AS SMALL AS 1/2" IN ORDER TO GET SPACING

UP TOES OF WELD ON OPPOSITE SIDES OF PLATES, SOME

2. FOR INTERMITTENT STAGGERED FILLET WELDS: DO NOT LINE

SKIP WELDING FOR ENGINEER'S APPROVAL.

1. SHOP DRAWINGS SHALL CLEARLY SHOW LOCATIONS OF

TYP

8 PLACES

4 PLACES

M U

E H

L E

C K

11'-9"R 3'-3"R

4'-2 1/2 "

8 3/4 "

LINE UP OVER BEAMS

ADJUST LOCATION TO

9 1/16 "

S-112

S-111

BOTTOM VIEWS PANEL A

QTY: 6

SCALE: 3" = 1'-0"

S-112

S-111

S O

A T

N N

E N

A M

D E

N E

D B

D E

S C

N M

A R

D A

T E

S U

B M

T E

D B

P L

O T S

C A

L E

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

D R

A W

G N

U M

B E

R of Engineers

US Army Corps

P L

O T D

A T

54321

/5 /2 n w d \n w p \e td s \c a d d -w o rk s p a c e s \N

W P \W o rk

S p a c e \p ro je c ts \L o c a l R e s o u rc e

D E

N F

BORDER VERSION UPDATE [09-2012]

S-107 SHEETSHEET NAME:G2HDCMGT Mike ThompsonBY USERNAME:ANSI DDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 6/5/2019 3:08:12 PM

D R

A W

N B

C H

E C

K E

D B

A R

M Y C

O R

P S O

F E

N G

E E

A R

M Y C

O R

P S O

F E

N G

E E

R S

P O

R T

L A

N D

O R

E G

O N

P O

R T

L A

N D D

T R

R B

E M

T E

N A

N C

E P

L A

T F

O R

C O

L U

M B

E R

P O

R T

L A

N D

O R

E G

O N

H Y

D R

O E

L E

C T

E S

N C

E N

T E

E D

A L L E

S L

O C

K A

N D D

A M

S T

E V

E N R

E S P

W E

R H

O U

S E

D D

P -1 .1

-5 -0 /8

D D

P -1 .1

S -1

X X

X .d g n

H D

C M

G T

U N

S -1

2'-4 3/4

2 3/4 "

1'-3 5/16 "

8'-6"

1/16 "

3/4 "

1/16 "

11/16 "

4'-5 1/4 "

1'-7 1/4 "

1/8

1 1/2-3

2-6

1/8

TYP

1/8

TYP

1/8TRANSVERSE FILLETS

HOLD BACK 1" FROM

C SHAPE/TOP PLATE

1/8TRANSVERSE FILLETS

HOLD BACK 1" FROM

C SHAPE/TOP PLATE

2 3/8 " 8

ALGRIP TREAD PLATE

1/8" ALUMINUM

1'-10 5/16 "

(HOLD) SEE DETAIL 2, S-111

PANELS

PIN TYP BOTH ENDS ALL

FOR SS SQUARE LOCKING

SLEEVED SLOTTED HOLES

(R E

1'-5 1/4

TYP

ONLY PANEL D

MARGIN AT STIFFENERS

1" CENTERS 1 1/4" MIN

1/8

1 1/2-3

1/8

1 1/2-3

1/8

1 1/2-3

1/8

ONLY PANEL D

MARGIN AT STIFFENERS

1" CENTERS 1 1/4" MIN

1 1/2-3

1/8

4'-2 1/2

8 3/4 "

8'-4 7/16 "

D E

C K P

A N

E L D

S-108

D E

M E

A U

NOTES:

C H

A N

N E

C H

A N

N E

D E

C K P

L A

T E

D E

C K P

L A

T E

1/8

TYP 1/8

TYP

PANEL D ONLY

LEFT AND RIGHT SLATS

1 1/8"x 1/4" BAR

6. PANEL "D" WT - 47.8 LBS

5. STIFFENERS ARE 1 3/8"x 1/4" EXCEPT AS NOTED.

SEGMENTS UNLESS OTHERWISE NOTED.

4. DIMENSIONS MARKED WITH "REF" APPLY TO ALL DECK

5052 H32 MAY BE USED FOR 1/8" BENT PLATE CHANNELS ONLY.

3. MATERIAL: ALUMINUM 6061-T6 UNLESS OTHERWISE SHOWN.

IN A SIMILIAR FASHION.

TO ASSURE THAT EACH PIECE CONFORMS AND IS WELDED

TO WORK OUT. MARK OUT PLAN ON PLATES DURING FIT-UP

WELDS MAY BE AS SMALL AS 1/2" IN ORDER TO GET SPACING

UP TOES OF WELD ON OPPOSITE SIDES OF PLATES, SOME

2. FOR INTERMITTENT STAGGERED FILLET WELDS: DO NOT LINE

SKIP WELDING FOR ENGINEER'S APPROVAL.

1. SHOP DRAWINGS SHALL CLEARLY SHOW LOCATIONS OF

M U

E H

L E

C K

8 PLACES

4 PLACES

3'-3"R

11'-9"R

1/8

TYP

LINE UP OVER BEAMS

ADJUST LOCATION TO

9 1/16 "

S-112

S-111

BOTTOM VIEWS PANEL D

QTY: 6

SCALE: 3" = 1'-0"

S-112

S-111

S O

A T

N N

E N

A M

D E

N E

D B

D E

S C

N M

A R

D A

T E

S U

B M

T E

D B

P L

O T S

C A

L E

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

D R

A W

G N

U M

B E

R of Engineers

US Army Corps

P L

O T D

A T

54321

/5 /2 n w d \n w p \e td s \c a d d -w o rk s p a c e s \N

W P \W o rk

S p a c e \p ro je c ts \L o c a l R e s o u rc e

D E

N F

BORDER VERSION UPDATE [09-2012]

S-108 SHEETSHEET NAME:G2HDCMGT Mike ThompsonBY USERNAME:ANSI DDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 6/5/2019 3:08:14 PM

D R

A W

N B

C H

E C

K E

D B

A R

M Y C

O R

P S O

F E

N G

E E

A R

M Y C

O R

P S O

F E

N G

E E

R S

P O

R T

L A

N D

O R

E G

O N

P O

R T

L A

N D D

T R

R B

E M

T E

N A

N C

E P

L A

T F

O R

C O

L U

M B

E R

P O

R T

L A

N D

O R

E G

O N

H Y

D R

O E

L E

C T

E S

N C

E N

T E

E D

A L L E

S L

O C

K A

N D D

A M

S T

E V

E N R

E S P

W E

R H

O U

S E

D D

P -1 .1

-5 -0 /9

D D

P -1 .1

S -1

X X

X .d g n

H D

C M

G T

U N

S -1

M P

D E

C K P

A N

E L S B A

N D

1/8

2-6

1 1/2-3

1/8

TYP

1/8

TYP

1/8TRANSVERSE FILLETS

HOLD BACK 1" FROM

C SHAPE/TOP PLATE

1/8TRANSVERSE FILLETS

HOLD BACK 0-1 FROM

C SHAPE/TOP PLATE

HOLD

ALGRIP TREAD PLATE

1/8" ALUMINUM

(HOLD) SEE DETAIL 2, S

HEET S-111

1 1/2-3

1/8

1 1/2-3

1/8

1 1/2-3

1/8

1 1/2-3

1/8

1 1/2-3

1/8

TYP

S-109

D E

M E

A U

(R E

C H

A N

N E

(R E

D E

C K P

L A

T E

(R E

D E

C K P

L A

T E

(R E

C H

A N

N E

(R E

NOTES:

6. PANEL "B" AND "C" WT - 48.6 LBS

5. STIFFENERS ARE 1 3/8"x 1/4" EXCEPT AS NOTED.

SEGMENTS UNLESS OTHERWISE NOTED.

4. DIMENSIONS MARKED WITH "REF" APPLY TO ALL DECK

5052 H32 MAY BE USED FOR 1/8" BENT PLATE CHANNELS ONLY.

3. MATERIAL: ALUMINUM 6061-T6 UNLESS OTHERWISE SHOWN.

IN A SIMILIAR FASHION.

TO ASSURE THAT EACH PIECE CONFORMS AND IS WELDED

TO WORK OUT. MARK OUT PLAN ON PLATES DURING FIT-UP

WELDS MAY BE AS SMALL AS 1/2" IN ORDER TO GET SPACING

UP TOES OF WELD ON OPPOSITE SIDES OF PLATES, SOME

2. FOR INTERMITTENT STAGGERED FILLET WELDS: DO NOT LINE

SKIP WELDING FOR ENGINEER'S APPROVAL.

1. SHOP DRAWINGS SHALL CLEARLY SHOW LOCATIONS OF

M U

E H

L E

4 PLACES

1/16 "

11/16 "

8'-6"

8'-4 1/2 "

2 3/4 "

1'-10 5/16 "

4'-2 1/4 "

1'-10 3/16 "

1'-3 5/16 "

2 3/8 "

8'-6"

10 PLACES

8'-4 1/2

11'-9"R

3'-3"R

LINE UP OVER BEAMS

ADJUST LOCATION TO

9 1/16"

BOTTOM VIEW PANEL B AND C

QTY: 6 PANEL B, 6 PANEL C

SCALE: 3" = 1'-0"

S-111

S-112

S O

A T

N N

E N

A M

D E

N E

D B

D E

S C

N M

A R

D A

T E

S U

B M

T E

D B

P L

O T S

C A

L E

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

D R

A W

G N

U M

B E

R of Engineers

US Army Corps

P L

O T D

A T

54321

/5 /2 n w d \n w p \e td s \c a d d -w o rk s p a c e s \N

W P \W o rk

S p a c e \p ro je c ts \L o c a l R e s o u rc e

D E

N F

BORDER VERSION UPDATE [09-2012]

S-109 SHEETSHEET NAME:G2HDCMGT Mike ThompsonBY USERNAME:ANSI DDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 6/5/2019 3:08:15 PM

D R

A W

N B

C H

E C

K E

D B

A R

M Y C

O R

P S O

F E

N G

E E

A R

M Y C

O R

P S O

F E

N G

E E

R S

P O

R T

L A

N D

O R

E G

O N

P O

R T

L A

N D D

T R

R B

E M

T E

N A

N C

E P

L A

T F

O R

C O

L U

M B

E R

P O

R T

L A

N D

O R

E G

O N

H Y

D R

O E

L E

C T

E S

N C

E N

T E

E D

A L L E

S L

O C

K A

N D D

A M

S T

E V

E N R

E S P

W E

R H

O U

S E

D D

P -1 .1

-5 -0 /1

D D

P -1 .1

S -1

X X

X .d g n

H D

C M

G T

U N

S -1

M P

D E

C K P

A N

E L S B

N D

HOLD

1/16 "

11/16 "

1/8

1 1/2-3

1 1/2-32-6

2-6

1 1/2-3

1/8

TYP

1/8TRANSVERSE FILLETS

HOLD BACK 1" FROM

C SHAPE/TOP PLATE

1/8TRANSVERSE FILLETS

HOLD BACK 1" FROM

C SHAPE/TOP PLATE

2 3/4 "

1 1/2-3

O P

E N

OPENING

2 3/8 "

1 1/2-3

1/8

3 SDS

1/8

3 SDS

ALGRIP TREAD PLATE

1/8" ALUMINUM

2'-9 3/4 "

2'-10 5/8 "

1'-10 5/16 "

TYP

1 1/2-3

1/8

S-110

M U

E H

L E

C K

D E

M E

A U

(R E

C H

A N

N E

D E

C K P

L A

T E

(R E

C H

A N

N E

D E

C K P

L A

T E

NOTES:

6. PANEL "B1" AND "C1" WT - 42 LBS

5. STIFFENERS ARE 1 3/8"x 1/4" EXCEPT AS NOTED.

SEGMENTS UNLESS OTHERWISE NOTED.

4. DIMENSIONS MARKED WITH "REF" APPLY TO ALL DECK

5052 H32 MAY BE USED FOR 1/8" BENT PLATE CHANNELS ONLY.

3. MATERIAL: ALUMINUM 6061-T6 UNLESS OTHERWISE SHOWN.

IN A SIMILIAR FASHION.

TO ASSURE THAT EACH PIECE CONFORMS AND IS WELDED

TO WORK OUT. MARK OUT PLAN ON PLATES DURING FIT-UP

WELDS MAY BE AS SMALL AS 1/2" IN ORDER TO GET SPACING

UP TOES OF WELD ON OPPOSITE SIDES OF PLATES, SOME

2. FOR INTERMITTENT STAGGERED FILLET WELDS: DO NOT LINE

SKIP WELDING FOR ENGINEER'S APPROVAL.

1. SHOP DRAWINGS SHALL CLEARLY SHOW LOCATIONS OF

7 PLACES

4 PLACES

2 3/8" x 1/4" BAR

4'-7 7/1 6 "

1/16 "

'-1 /1

'-0 /1

90°

4'-10 5/8 "

8'-4 1/2

8'-6"

2'-8"

'-3 /4

'-8 /4

90°

1/16 "

6 1/16 "

11 3/8 "

11/16 "

LINE UP ON BEAM

ADJUST LOCATION TO

1/16 "

11'-9"R

3'-3"R

LINE UP OVER BEAMS

ADJUST LOCATION TO

2 3/8" x 1/4" BAR

PANEL C1 IS OPPOSITE HAND

BOTTOM VIEW PANEL B1

QTY: 1 PANEL B1, 1 PANEL C1

SCALE: 3" = 1'-0"

S-111

S-112

S-111

S-112

S O

A T

N N

E N

A M

D E

N E

D B

D E

S C

N M

A R

D A

T E

S U

B M

T E

D B

P L

O T S

C A

L E

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

D R

A W

G N

U M

B E

R of Engineers

US Army Corps

P L

O T D

A T

54321

/5 /2 n w d \n w p \e td s \c a d d -w o rk s p a c e s \N

W P \W o rk

S p a c e \p ro je c ts \L o c a l R e s o u rc e

D E

N F

BORDER VERSION UPDATE [09-2012]

S-110 SHEETSHEET NAME:G2HDCMGT Mike ThompsonBY USERNAME:ANSI DDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 6/5/2019 3:08:17 PM

D R

A W

N B

C H

E C

K E

D B

A R

M Y C

O R

P S O

F E

N G

E E

A R

M Y C

O R

P S O

F E

N G

E E

R S

P O

R T

L A

N D

O R

E G

O N

P O

R T

L A

N D D

T R

R B

E M

T E

N A

N C

E P

L A

T F

O R

C O

L U

M B

E R

P O

R T

L A

N D

O R

E G

O N

H Y

D R

O E

L E

C T

E S

N C

E N

T E

E D

A L L E

S L

O C

K A

N D D

A M

S T

E V

E N R

E S P

W E

R H

O U

S E

S-111

D D

P -1 .1

-5 -0 /1

D D

P -1 .1

S -1

X X

X .d g n

H D

C M

G T

NOTES:DIM POINT

'-3 /8

3'-3 5/16 "

2'-10 15/16 "

'-3 /8

1/16 "

TOP VIEW TOP VIEW BOTTOM VIEW BOTTOM VIEW BOTTOM VIEW

10 3/16 "

17 1/8 "

PANEL

U N

-2

M P

D E

C K P

A N

R 12'-6 5/8"

R 3'-3"

'-3 /8

3'-3 3/16 "

1'-3 3/4

'-8

1/8

1/8WELD @ TOP PLATE

WELD PRIOR TO

1 3/4 "

1/8

HVY TACK

ALGRIP TREAD PLATE

1/8" ALUMINUM

OPENING

O P

E N

S-111

1/4 "

HVY TACK EACH END

3 PLACES

ALL PANELS

ALGRIP TREAD PLATE

1/8" ALUMINUM

H O

L D

HOLD DIMENSION PER DETAIL SHEET S-108

AND SHEET S-109

PER DETAIL

DIM POINT

PER DETAIL

DIM POINT

(REF)

BPL 1/8" THICK FORMED CHANNEL

SCH 40 ALUMINUM PIPE

(REF)

7 1/2 "

(REF)7 1/2 "

(REF)

2'-8"(REF)

E F

H O

L D

STIFFENER

1/4" THICK

ONLY ON PANEL DD

MARGIN AT STIFFENERS

1" CENTERS 1 1/4" MIN

4. HOLES AND HARPS ONLY ON PANEL D.

CHANGE FOR UNITS 15-22.

FOR UNITS 1-14 (S-107, S-108, S-109). ONLY DIMENSIONS

3. DETAILING AND WELD CALLOUTS ARE AS PER DRAWINGS

SEGMENTS UNLESS OTHERWISE NOTED.

2. DIMENSIONS MARKED WITH (REF) APPLY TO ALL DECK

ONLY.

SHOWN. 5052 H32 MAY BE USED FOR BENT 1/8" CHANNELS

1. ALL MATERIAL IS ALUMINUM 6061-T6 UNLESS OTHERWISE

ONLY ON PANEL DD

S-111

M U

E H

L E

C K

D E

M E

A U

S-107

S-108

S-109

S-110

S-111

S-107

S-108

S-109

S-110

S-107

S-108

S-109

S-110

10 1/16 " (REF) CHANNEL

(REF) DECK PLATE

15°

E F

DETAIL

SCALE: 6" = 1'-0"

S-112

DETAIL

SCALE: 6" = 1'-0"

S-112

DECK PANEL DD

SCALE: 1" = 1'-0"

PANEL AA IS OPPOSITE

DECK PANEL BB1

SCALE: 1" = 1'-0"

DECK SEGMENT CC1 IS OPPOSITE

DETAIL

SCALE: 12" = 1'-0"

DECK PANEL DD

WT - 54 LBS

SCALE: 1" = 1'-0"

QTY: 6 PANEL AA, 6 PANEL DD

PANEL AA IS OPPOSITE

DECK PANEL BB1

WT - 49.25 LBS

SCALE: 1" = 1'-0"

QTY: 1 PANEL BB1, 1 PANEL CC1

DECK PANEL CC1 IS OPPOSITE

DECK PANEL CC

WT - 54.8 LBS

SCALE: 1" = 1'-0"

QTY: 6 PANEL BB, 6 PANEL CC

DECK PANEL BB IS OPPOSITE

S-112

S O

A T

N N

E N

A M

D E

N E

D B

D E

S C

N M

A R

D A

T E

S U

B M

T E

D B

P L

O T S

C A

L E

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

D R

A W

G N

U M

B E

R of Engineers

US Army Corps

P L

O T D

A T

54321

/5 /2 n w d \n w p \e td s \c a d d -w o rk s p a c e s \N

W P \W o rk

S p a c e \p ro je c ts \L o c a l R e s o u rc e

D E

N F

BORDER VERSION UPDATE [09-2012]

S-111 SHEETSHEET NAME:G2HDCMGT Mike ThompsonBY USERNAME:ANSI DDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 6/5/2019 3:08:19 PM

D R

A W

N B

C H

E C

K E

D B

A R

M Y C

O R

P S O

F E

N G

E E

A R

M Y C

O R

P S O

F E

N G

E E

R S

P O

R T

L A

N D

O R

E G

O N

P O

R T

L A

N D D

T R

R B

E M

T E

N A

N C

E P

L A

T F

O R

C O

L U

M B

E R

P O

R T

L A

N D

O R

E G

O N

H Y

D R

O E

L E

C T

E S

N C

E N

E D

A L L E

S L

O C

K A

N D D

A M

S T

E V

E N R

E S P

W E

R H

O U

S E

D D

P -1 .1

-5 -0 /1

D D

P -1 .1

S -1

X X

X .d g n

H D

C M

G T

P L

A T F

O R

M D

E C

K D

E T

S-111

1 3/4 "

KEEPER PIN

THRU HOLE FOR 1/2"

1/16 " 1/16 "

5 1/8 "

9 1/8 "

1/16 " 1/16 "

5 5/8 "

9 5/8 "

OPENING

1/4 "

1/4" PLATE

CHANNEL

1/8" FORMED

CHANNEL

1/8" FORMED

CHANNEL

FORMED

1/8

TYP

1/8

TYP

1/8

1 1/2-3 1/2

2-5 NOTE 3

TYP SEE

1/8

1 1/2-3 1/2

2-5 NOTE 3

TYP SEE

1/8 1 1/2

TYP

1/8 1 1/2

TYP

VARIES

1 3/4 "

RADIUS AT C

3/16" BENDING

SEE SHEET S-108

CHANNEL STIFFENER

FRAME STIFFENER

1/4" DECK

1/8 NOTE 3

TYP SEE

FORMED CHANNEL

1/8" THICK

1/8

TYP

1/8

2-6

2-6NOTE 3

TYP SEE

1/8

1 1/2-3

1 1/2-3NOTE 3

TYP SEE

1/8

PIPE

ALUMINUM

2" SCH 80

HOLE

S-110

2'-8"

2'-8 1/4 " 1 /8

1/4 "

TYP

R 1"

1'-5 7/8 "

(R E

NOTES:

ALUMINUM PLATE

1/8" ALGRIP

ALUMINUM PLATE

1/8" ALGRIP

ALUMINUM PLATE

1/8" ALGRIP

S-111

AND INTERMEDIATE STIFFENERS

1/4" GAP BETWEEN 1/8" ALGRIP TREAD PLATE

1/4" STIFFENER

AND UNITS 15-22 DECK PLATES.

5. ALL DETAILS AND SECTIONS TYPICAL OF BOTH UNITS 1-14

SEGMENTS UNLESS OTHERWISE NOTED.

4. DIMENSIONS MARKED WITH "REF" APPLY TO ALL DECK

5052 H32 MAY BE USED FOR 1/8" BENT PLATE CHANNELS ONLY.

3. MATERIAL: ALUMINUM 6061-T6 UNLESS OTHERWISE SHOWN.

IN A SIMILIAR FASHION.

TO ASSURE THAT EACH PIECE CONFORMS AND IS WELDED

TO WORK OUT. MARK OUT PLAN ON PLATES DURING FIT-UP

WELDS MAY BE AS SMALL AS 1/2" IN ORDER TO GET SPACING

UP TOES OF WELD ON OPPOSITE SIDES OF PLATES, SOME

2. FOR INTERMITTENT STAGGERED FILLET WELDS: DO NOT LINE

SKIP WELDING FOR ENGINEER'S APPROVAL.

1. SHOP DRAWINGS SHALL CLEARLY SHOW LOCATIONS OF

CENTER STIFFENER

ALUMINUM PLATE

1/8" ALGRIP

FORMED CHANNEL

1/8" THICK

1/8

TYP

VARIES

1 3/4 " 1/16 "

(R E

1/16 "

1/8

2-6

2-6NOTE 3

TYP SEE RADIUS AT C

3/16" BENDING

UNITS 1-14 AND 15-22

CUTOUT IS SAME FOR

UNITS 1-14 AND 15-22

CUTOUT IS SAME FOR

UNITS 1-14 AND 15-22

CUTOUT IS SAME FOR

S-111

S-112

S-108

M U

E H

L E

C K

D E

M E

A U

S-107

S-108

S-109

S-107

S-108

CHANNEL

1/8" FORMED

S-110

S-107

S-108

S-111

S-110

S-111

1/8DECKING

PIPE TO ALGRIP

1/8

TYP 1/8

SECTION

SCALE: 6" = 1'-0"

DETAIL

SCALE: 6" = 1'-0"

DETAIL

SCALE: 6" = 1'-0"

DETAIL

SCALE: 6" = 1'-0"

SECTION

SCALE: 3" = 1'-0"

SECTION

SCALE: 3" = 1'-0"

SECTION

SCALE: 6" = 1'-0"

S O

A T

N N

E N

A M

D E

N E

D B

D E

S C

N M

A R

D A

T E

S U

B M

T E

D B

P L

O T S

C A

L E

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

D R

A W

G N

U M

B E

R of Engineers

US Army Corps

P L

O T D

A T

54321

/5 /2 n w d \n w p \e td s \c a d d -w o rk s p a c e s \N

W P \W o rk

S p a c e \p ro je c ts \L o c a l R e s o u rc e

D E

N F

BORDER VERSION UPDATE [09-2012]

S-112 SHEETSHEET NAME:G2HDCMGT Mike ThompsonBY USERNAME:ANSI DDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 6/5/2019 3:08:22 PM

D R

A W

N B

C H

E C

K E

D B

A R

M Y C

O R

P S O

F E

N G

E E

A R

M Y C

O R

P S O

F E

N G

E E

R S

P O

R T

L A

N D

O R

E G

O N

P O

R T

L A

N D D

T R

R B

E M

T E

N A

N C

E P

L A

T F

O R

C O

L U

M B

E R

P O

R T

L A

N D

O R

E G

O N

H Y

D R

O E

L E

C T

E S

N C

E N

E D

A L L E

S L

O C

K A

N D D

A M

S T

E V

E N R

E S P

W E

R H

O U

S E

S-113

D D

P -1 .1

-5 -0 /1

D D

P -1 .1

S -1

X X

X .d g n

H D

C M

G T

NOTES:

3/16 "

1/4 "

3 11/16 "

1'-11 1/2 "

2'-6"

2'-6 3/4 "

3'-0 3/4 "

ALUMINUM ANGLE

3" x 3" x 1/4"

5 13/16 " 8 /8

7 3/4 "

4 1/4 "

R 7/16"

R 5/8"

5 1/8 "

OTHERWISE NOTED.

1. MATERIAL FOR ALL PARTS IS 6061 ALUMINUM UNLESS

1 3/4" x 1/4" BAR TYP

1/2 " 1/2 "

2'-5 1/2 "

WITH 3/8" DIA PIN FOR HATCH FRAME

SURFACE MOUNT LIFT-OFF HINGE

SCREW MOUNTED SS MALE

2'-6 1/2 "

2 3/16 "

EACH END

LADDER HANGERS. TYP

GAP TO CLEAR ACCESS

/4 " 1/2 "

1'-2 3/16 "

3 3/4 "

1 3/4 "

1 1/8 "

HANGERS

ACCESS LADDER

OPENING

O P

E N

T U

R B

E M

T E

N A

N C

E P

L A

T F

O R

A C

C E

S S H

A T

C H

A S

S E

M B

L Y

1 3 /16

1/ 4 "

POCKET

HAND HOLD

DECKING MOUNTED

NOTCH FOR

1 3/4" x 3/8" BAR

1/4

TYP

1/4

TYP

1/4" PL

1/4

TYP

1/4

S.S. ROD

THRU, 4 HOLES

TYP

1/4

TYP

1/4

TYP

1/4

TYP

5/16

TYP 4 PLACES

FOR SCREW HEADS

COUNTERSINK BOTTOM OF ANGLE

MALE HALF OF HINGES ON FRAME

SCREWS WITH NYLOCK NUTS

MATCH DRILL FRAME AND HINGE

1/4

TYP 1/4

@ ANGLE

2 SDS TYP

1/4

TYP

TREAD PLATE

1/4" ALUMINUM ALGRIP

QTY: 1 REQ AS SHOWN, 1 OPPOSITE HAND

MOUNTING TO LADDER BRACKET

SLANTED FRONT TO BACK FOR

MOUNTING PLATES TO BE

D E

M E

A U

X /0

SYMMETRIC AROUND C

SLOTTED HOLE

3/8" x 1 1/16"

6"7/8"

M U

E H

L E

R 3/8"

SECTION

SCALE: 3" = 1'-0"

SECTION

SCALE: 3" = 1'-0"

SECTION

SCALE: 3" = 1'-0"

HATCH PULL DETAIL

QTY: 2 REQ

SCALE: 6" = 1'-0"

SECTION

SCALE: 3" = 1'-0"

PLATFORM HATCH FRAME

WT - 29 LBS

QTY: 1 REQ

SCALE: 3" = 1'-0"

HATCH COVER

WT - 15.2 LBS

SCALE: 3" = 1'-0"

S O

A T

N N

E N

A M

D E

N E

D B

D E

S C

N M

A R

D A

T E

S U

B M

T E

D B

P L

O T S

C A

L E

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

D R

A W

G N

U M

B E

R of Engineers

US Army Corps

P L

O T D

A T

54321

/5 /2 n w d \n w p \e td s \c a d d -w o rk s p a c e s \N

W P \W o rk

S p a c e \p ro je c ts \L o c a l R e s o u rc e

D E

N F

BORDER VERSION UPDATE [09-2012]

S-113 SHEETSHEET NAME:G2HDCMGT Mike ThompsonBY USERNAME:ANSI DDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 6/5/2019 3:08:25 PM

D R

A W

N B

C H

E C

K E

D B

A R

M Y C

O R

P S O

F E

N G

E E

A R

M Y C

O R

P S O

F E

N G

E E

R S

P O

R T

L A

N D

O R

E G

O N

P O

R T

L A

N D D

T R

R B

E M

T E

N A

N C

E P

L A

T F

O R

C O

L U

M B

E R

P O

R T

L A

N D

O R

E G

O N

H Y

D R

O E

L E

C T

E S

N C

E N

E D

A L L E

S L

O C

K A

N D D

A M

S T

E V

E N R

E S P

W E

R H

O U

S E

S-114

D D

P -1 .1

-5 -0 /1

D D

P -1 .1

S -1

X X

X .d g n

H D

C M

G T

NOTES:

B A

R A

S S

E M

B L

L A

D D

E R A

N D G

1/8" END PLATE

ADJUSTMENT

FOR GRAB BAR

MULTIPLE HOLES

SEE NOTE 2

DIFFERENT CONDITIONS.

HEIGHT OF THE BARS FOR

ALLOW FOR ADJUSTING THE

THE MULTIPLE PIECES

WILL BE 42" ABOVE THE DECK.

HEIGHT THE TOP OF THE BAR

FULLY EXTENDED. AT THIS

GRAB BAR ASSEMBLY SHOWN

ALUMINUM PIPE

1 1/2" SCH 80

ALUMINUM PIPE

2" SCH 80

ALUMINUM PIPE

1 1/2" SCH 80

2. FOR CLARITY, PINS AND BOLTS ARE NOT SHOWN.

1. MATERIAL FOR ALL PARTS IS 6061 T6 ALUMINUM.

ALUMINUM PIPE

1/8 TYP

TACK 3 PLACES

7 3/4 "

R 1/2" TYP

HOLES TYP

1/8 TYP

TACK 3 PLACES

3/8

HOLES TYP

1'-8 3/8 "

1'-6"

1/8" END PLATE

1'-11 1/4"

1'-0" TO TOP OF DECK PLATES

3/16 "

3/16

TYP

1/8 TYP

TACK 3 PLACES

1 3/8 "

1 7/8 "

INTO PIPE

SLIP FIT

5/8

TYP

HOLES TYP

D E

M E

A U

BAR

1/8" END PLATE

PINS, TYP

THRU HOLES

7/8"

ON INNER DIA

1/16" CHAMFER

IN PIPE ONLY

FOR PLUG WELDS

8 PLACE

M U

E H

L E

GRAB BAR EXTENSION

QTY: 2 REQ

SCALE: 3" = 1'-0"

ASSEMBLY

GRAB BAR

QTY: 2 REQ

SCALE: 3" = 1'-0"

GRAB BAR

QTY: 4 REQ

SCALE: 3" = 1'-0"

DETAIL

SCALE: 3" = 1'-0"

DETAIL

SCALE: 6" = 1'-0"

ACCESS LADDER TOP SECTION

QTY: 1 REQ

SCALE: 1 1/2" = 1'-0"

LOWER SECTION

ACCESS LADDER

QTY: 1 REQ

SCALE: 1 1/2" = 1'-0"

S O

A T

N N

E N

A M

D E

N E

D B

D E

S C

N M

A R

D A

T E

S U

B M

T E

D B

P L

O T S

C A

L E

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

D R

A W

G N

U M

B E

R of Engineers

US Army Corps

P L

O T D

A T

54321

/5 /2 n w d \n w p \e td s \c a d d -w o rk s p a c e s \N

W P \W o rk

S p a c e \p ro je c ts \L o c a l R e s o u rc e

D E

N F

BORDER VERSION UPDATE [09-2012]

S-114 SHEETSHEET NAME:G2HDCMGT Mike ThompsonBY USERNAME:ANSI DDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 6/5/2019 3:08:27 PM

D R

A W

N B

C H

E C

K E

D B

A R

M Y C

O R

P S O

F E

N G

E E

A R

M Y C

O R

P S O

F E

N G

E E

R S

P O

R T

L A

N D

O R

E G

O N

P O

R T

L A

N D D

T R

R B

E M

T E

N A

N C

E P

L A

T F

O R

C O

L U

M B

E R

P O

R T

L A

N D

O R

E G

O N

H Y

D R

O E

L E

C T

E S

N C

E N

E D

A L L E

S L

O C

K A

N D D

A M

S T

E V

E N R

E S P

W E

R H

O U

S E

S-115

D D

P -1 .1

-5 -0 /1

D D

P -1 .1

S -1

X X

X .d g n

H D

C M

G T

NOTES:

FRAME (PHANTOM LINES)

DRAFT TUBE DOOR

UPPER BRACKETS

LOWER BRACKETS

UPPER BRACKETS

FRAME (PHANTOM LINES)

DRAFT TUBE DOOR

DECK

DOOR TO TOP OF PLATFORM

BOTTOM OF DRAFT TUBE

PLATFORM (PHANTOM LINES)

LADDER TO MAINTENANCE

UPPER BRACKET

LOWER BRACKET

POCKETS

GUARDRAIL

MAINTENANCE PLATFORM

LADDER TO

U N

S -1

A S

S E

M B

L Y

D R

A F

T T

U B

E A

C C

E S

S P

L A

T F

O R

DESIG…

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