Contract_Drawings_Volume_4-6_W9127N17R0047.pdf

VOLUME 4

NOTES:

3'-0"

DOOR LOCATION

DRAFT TUBE LINNER

"4 12'-4

STIFFNER PLATES

2' X 3' DRAFT TUBE HATCH OPENING

BEARING PAD SEE SHEET S-505

"4 12'-4

TMP BEARING SURFACE)

EL. 504.34 (BOTTOM OF

MANDOOR OPENING)

EL. 505.00 (BOTTOM OF

INNER BEAM (TYP) SEE SHEET S-501

PERIMETER BEAM A (TYP) SEE SHEET S-502

CENTER BEAM (TYP) SEE SHEET S-501

MAIN BEAM (TYP) SEE SHEET S-501

PERIMETER BEAM B (TYP) SEE SHEET S-502

SEE SHEET S-501

CENTER AND INNER BEAM BRACKET (TYP)

SEE SHEET S-501

LIFTING LUG AND PINNING BRACKET (TYP)

SEE SHEET S-901

MOUNTING BRACKET(TYP.)

THE SHOP DRAWINGS.

LOAD TEST. INDICATE THE CONNECTION JOINT NUMBERS IN

FIRST PLATFORM ASSEMBLY AND PRIOR TO THE SHOP

FLANGES AT EACH BEAM TO BEAM CONNECTION AFTER THE

PROVIDE A LOW STRESS STAMP ON THE TOP OF ALL BEAM 7.

NAMEPLATE WITH THIS INFORMATION.

DURING THE SHOP LOAD TEST AND UPDATE THE

DETERMINE THE ACTUAL WEIGHT OF THE PLATFORM 6.

DECKING NOT SHOWN FOR CLARITY 5.

".16

1OTHERWISE, IS +/-

TOLERANCE OF COMPONENTS, UNLESS NOTED 4.

OTHERWISE.

ALUMINUM TO BE ALLOY 6061-T6, UNLESS NOTED 3.

FOR CLARITY, NOT ALL COMPONENTS ARE SHOWN.2.

SEE SPECS FOR MATERIAL AND MANUFACTURE PROCESS.1.

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PARTIAL ISOMETRIC VIEW

SCALE: 1" = 1'-0"

OVERALL PLAN VIEW @ TOP OF PLATFORM

A

A

SCALE: 1" = 1'-0"

SECTION

S-901

POWERHOUSE TAILRACE CHANNEL

IS

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LOCAL VICINITY MAP

ENTRANCE GATE

DRY FIRE HYDRANT LOCATION

POWERHOUSE ACCESS RD

ADULT FISH COLLECTION FACILITY

POWERHOUSE

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TURBINE MAINTENANCE PLATFORM

MCKENZIE RIVER, OREGON

Portland District of Engineers

US Army Corps

FISH FACILITY ACCESS RD

SCALE: 1"= 60'

SITE MAP

USFS RD 1990-410

BOX CANYON RD

PAVED

LOCATION

PROJECT

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G-001SHEET NAME:g2hdckri Kevin R. ImholtBY USERNAME:ANSI DDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 8/29/2017 8:07:28 AM

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VOLUME 5

MILES

0 5 10 15 20 25

M

ID

D

LE FK

W

ILLA

M

ET

T E R

GROVE

COTTAGE

JUNCTION CITY

SPRINGFIELD

EUGENE

OAKRIDGE

m i

APPROX. 115 MILES

TO PORTLAND, OR

FROM EUGENE, OR

BLUE RIVER

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ROW R.

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C O

A S T F

K

FALL CK.

LOOKOUT POINT DAM

DAM

DEXTER

DORENA DAM

GROVE DAM

COTTAGE DORENA

99W 99E

DAM

FALL CREEK

COUGAR DAM

DAM

HILLS CREEK

LAKE

COUGAR

PORTLAND DISTRICT

TITLE

NO.

SHEET

TITLEDRAWING NUMBER FILE NAME

VOLUME NUMBER

INDEX OF VOLUMES

LOCATION

PROJECT

CONTRACT DRAWINGS

GENERAL DRAWINGS

STRUCTURAL DRAWINGS

REFERENCE DRAWINGS

DRAWING NO.

INDEX OF DRAWINGS VOLUME #5

CUP-1.105-0/2

CUP-1.105-0/1

G-002

G-001

CUP1.105_G-002XXX.dgn

CUP1.105_G-001XXX.dgn

INDEX TO VOLUMES & DRAWINGS

PROJECT LOCATION AND VICINITY MAPS

CUP-3-60/3

CUP-3-60/2

CUP-3-60/1

CUP

CUP-2-34

CUP-2-30

CUP-2-29

CUP-2-28

CUP-2-24

CUP-2-14

CUP-2-13

CUP-2-12

CUP-2-11

CUP-2-10

LOST CREEK

COUGAR

FOSTER

GREEN PETER

BIG CLIFF

DETROIT

VOLUME 6

VOLUME 5

VOLUME 4

VOLUME 3

VOLUME 2

VOLUME 1

GUIDE BAR DETAILS

STEEL SUPPORT BRACKET DETAILS

PLATFORM TYPICAL WELDS DETAILS

BEARING PAD/LIFTING LUG DETAILS

GUIDE WELDMENT DETAILS

PLATFORM COMPONENTS DETAILS - SHEET 3

PLATFORM COMPONENTS DETAILS - SHEET 2

PLATFORM COMPONENTS DETAILS - SHEET 1

PLATFORM RIGHT PIECE

PLATFORM CENTER PIECE

PLATFORM LEFT PIECE

PLATFORM PLAN

PLAN EL 1246.75

CUP1.105_S-511XXX.dgn

CUP1.105_S-510XXX.dgn

CUP1.105_S-509XXX.dgn

CUP1.105_S-508XXX.dgn

CUP1.105_S-507XXX.dgn

CUP1.105_S-506XXX.dgn

CUP1.105_S-505XXX.dgn

CUP1.105_S-504XXX.dgn

CUP1.105_S-503XXX.dgn

CUP1.105_S-502XXX.dgn

CUP1.105_S-501XXX.dgn

CUP1.105_S-102XXX.dgn

CUP1.105_S-101XXX.dgn

CUP-1.105-5-5/13

CUP-1.105-5-5/12

CUP-1.105-5-5/11

CUP-1.105-5-5/10

CUP-1.105-5-5/9

CUP-1.105-5-5/8

CUP-1.105-5-5/7

CUP-1.105-5-5/6

CUP-1.105-5-5/5

CUP-1.105-5-5/4

CUP-1.105-5-5/3

CUP-1.105-5-5/2

CUP-1.105-5-5/1

S-511

S-510

S-509

S-508

S-507

S-506

S-505

S-504

S-503

S-502

S-501

S-102

S-101

/0

/2

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NEW DRAFT TUBE, MAN DOOR SHEET 3

NEW DRAFT TUBE, MAN DOOR SHEET 2

NEW DRAFT TUBE, MAN DOOR SHEET 1

DRAFT TUBE LINER

GENERATOR BAY, TRANSVERSE SECTION

PUMP ROOM, VALVE PIT & MANDOOR ACCESS

OF DISTRIBUTOR AND DRAFT TUBE PLAN & SECTIONSPLAN AT

PLAN AT EL. 1260.25

DRAFT TUBE OUTLINE, PLAN AND SECTIONS

TRANSVERSE SECTION

LONGITUDINAL SECTION

PLAN EL. 1255.5 AND BELOW

PLAN AT EL. 1260.25

PLAN EL. 1275.25

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VOLUME 5

(4'-3") TUNNEL WIDTH

(6 T

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TUBE LINER ACCESS

MAN DOOR & DRAFT

TUBE LINER ACCESS

MAN DOOR & DRAFT

PLATFORM

MAINTENANCE

NEW TURBINE

NAMEPLATE INFORMATION:

EL 1246.75

EL 1248.00

EL 1249.50

NAMEPLATE INFORMATION:

(1

OPENING

MAN DOOR

)"2 11'-8(

O P

E N

IN

G H

E

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H T

M A

N D

O O

R)"

OPENING

MAN DOOR

)"16 151'-11(

OTHER.

PERFORMED BY

INSTALLATION

BY CONTRACTOR.

BRACKETS PROVIDED

NEW STEEL SUPPORT

NN

"= 1'-0"4

3SCALE:

PLAN - EL 1248.00

RUNNER CONE END

DRAFT TUBE LINER ACCESS

BOTTOM OF MAN DOOR OPENING

LEFT PLATFORM PIECE

CENTER PLATFORM PIECE

RIGHT PLATFORM PIECE

S-101

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S-101

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P O

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N -1

-R -0

" = 1"-0"4

3SCALE:

PLAN - PLATFORM PIECES

OPEN POSITION

MAN DOOR IN FULLY

" = 1'-0"3SCALE:

BEARING PAD/LIFTING LUG

MAX LOAD (lb)

PLATFORM

MAINTENANCE

NEW TURBINE

8. LOAD RESTRICTIONS: SEE TABLE ABOVE ON THIS SHEET.

RIGHT PIECE: TBD AFTER WEIGHING

CENTER PIECE: TBD AFTER WEIGHING

LEFT PIECE: TBD AFTER WEIGHING

7. ACTUAL WEIGHTS:

6. NAME OF FABRICATOR: TBD

5. DATE OF FABRICATION: TBD

AND 2- 250# @ 1'-6" FROM CENTER

4. CONCENTRATED LOAD DESIGN: 250# @ CENTER

3. TOTAL MAX. DISTR LOAD, PSF: 50

2. TOTAL MAX. LIVE LOAD, POUNDS: 1,300

1. COUGAR DAM TURBINE MAINTENANCE PLATFORM

FLOW

S-101

B

TUNNEL >

S-101

A

TUNNEL >

B

ELEVATION - TUNNEL DIMENSIONS

SECTION

C

3SCALE:

MAN DOOR DIMENSIONS

ELEVATION

SHOWN FOR CLARITY

MAN DOOR IS NOT

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RIGHT PLATFORM PIECE

LEFT PLATFORM PIECE

RECTANGULAR TUBING,

" ALUMINUM8

1" x 3"x2

RECTANGULAR TUBING

" ALUMINUM8

12" X 5" X

MAIN SUPPORT BEAM A

RECTANGULAR TUBING

" ALUMINUM8

1" x 3"x2

RECTANGULAR TUBING

" ALUMINUM8

1" x 3"x2

RECTANGULAR TUBING

" ALUMINUM8

1" x 3"x2

RECTANGULAR TUBING

" ALUMINUM8

1" x 3"x2

TUBE LINER ACCESS

MAN DOOR & DRAFT

>TUBE LINER ACCESS

MAN DOOR & DRAFT

NOT SHOWN

MAN DOOR THIS SIDE,

NOT SHOWN

MAN DOOR THIS SIDE,

RETANGULAR TUBING

" ALUMINUM8

12" X 4" x

RETANGULAR TUBING

" ALUMINUM8

12" X 4" x

RECTANGULAR TUBING

" ALUMINUM8

1" X 4" X2

MAIN SUPPORT BEAM

RECTANGULAR TUBING

" ALUMINUM8

1" X 4" X2

MAIN SUPPORT BEAM

RECTANGULAR TUBING

" ALUMINUM8

1" X 4" X2

MAIN SUPPORT BEAM

RECTANGULAR TUBING

" ALUMINUM8

1" X 4" X2

MAIN SUPPORT BEAM

TUBE LINER, SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION.

PLATFORM. WOOD DECKING TO BE WITHIN 1" FROM DRAFT

5. PROVIDE 3-PIECE WOOD DECKING TO COVER THE

".16

1 SPECIFIED: ±

4. TOLERANCE OF COMPONENTS, UNLESS OTHERWISE

UNLESS OTHERWISE SPECIFIED.

3. ALL MATERIAL TO BE ALUMINUM ALLOY 6061-T6,

2. SOME COMPONENTS AND FEATURES MAY NOT BE SHOWN.

1. SEE SPECS FOR MATERIAL AND MANUFACTURE PROCESS.

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A T F

O R

M P

L

FOR MORE DETAIL

SEE SHEET S-501

LEFT PLATFORM PIECE,

FOR MORE DETAIL

SEE SHEET S-502

CENTER PLATFORM PIECE,

FOR MORE DETAIL

SEE SHEET S-503

RIGHT PLATFORM PIECE,

CENTER PLATFORM PIECE

FOR MORE DETAIL

SEE SHEET S-501

LEFT PLATFORM PIECE,

FOR MORE DETAIL

SEE SHEET S-502

CENTER PLATFORM PIECE,

FOR MORE DETAIL

SEE SHEET S-503

RIGHT PLATFORM PIECE,

FLOW

FLOW

SCALE: NTS

PLATFORMS ISOMETRIC

SCALE: 1"= 1'-0"

PLAN - PLATFORMS EL 1248.00

SCALE: NTS

DECK PLATE NOT SHOWN

PLATFORM FRAMES ISOMETRIC

SCALE: 1" = 1'-0"

DECK PLATE NOT SHOWN

PLAN - PLATFORM FRAMES

TUNNEL >TUNNEL >

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IDENTIFICATION

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S-102SHEET NAME:g2hdckri Kevin R. ImholtBY USERNAME:ANSI DDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 8/29/2017 8:08:08 AM

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RETANGULAR TUBING

" ALUMINUM8

12"x4"x

R "4 32'-9

R "4 33'-3

R "4 32'-10

37°

37°

" TYP2

12'-2

2'-8" 2'-9"") TYP16

11(

EVENLY SPACED

TYPICAL,"2

" TYP2

15" TYP2

STEEL BEARING PAD/LIFTING LUG A

STEEL BEARING PAD/LIFTING LUG A

" TYP16

31'-4

TYP

DECK PLATE

A L L

O W

A N

C E

S H

IM

DECK PLATE

SHOWN"2

TYP CLEARANCE,

2 TO 3"

"8

AROUND HINGE PIN

TYP GAP"4

TUBING

ALUMINUM

TUBE

TRIM ALUMINUM

SEE NOTE 6 & 7

LOCK WASKER AND NUT,

LARGE FLAT WASHER,

HEX SOCKET HEAD CAP SCREW,

" COUNTERSINK2

1Ø

NOTES:

2'-10"R 3'-4"R

2'-11"R

T Y

P

TYP

"4

3"

45°

"8 52'-9"8

52'-8

CLEARANCE

2 TO 3" TYP

" TYP8

71'-11

" OFFSET4

" STIFFENER PL, TYP 16 PLCS8

13"x

" STIFFENER PL, TYP 16 PLCS8

13"x

DECK PL NOT SHOWN

BOX BEAM.

SINK SCREWS. HOLES TO BE IN THE CENTERLINE OF THE

7. MATCH DRILL THE HOLES TO ACCOMMODATE THE COUNTER-

MATCHING WASHER: F436 TYPE 3 WEATHERING STEEL

MATCHING NUT: ASTM F594

6. CAP SCREW: STAINLESS STEEL ASTM A193 GRADE B7.

STEEL SUPPORT BRACKETS: S-510 & S-511

STEEL BEARING PAD/LIFTING LUG: S-508

STIFFENER PLATES: S-505

MAIN SUPPORT BEAM, HINGE PINS & SHEAR BARS: S-504

5. SEE SHEETS FOR MORE DETAIL:

".16

1 SPECIFIED: ±

4. TOLERANCE OF COMPONENTS, UNLESS OTHERWISE

OTHERWISE SPECIFIED.

3. ALL MATERIAL TO BE ALUMINUM ALLOY 6061-T6, UNLESS

2. SOME COMPONENTS AND FEATURES MAY NOT BE SHOWN.

1. SEE SPECS FOR MATERIAL AND MANUFACTURE PROCESS.

INSTALL BEFORE WELDING FRAME

STEEL BEARING PAD/LIFTING LUG A,

DRAFT TUBE LINER PROFILE

TYP TWO PLCS

RECTANGULAR TUBING,

" ALUMINUM8

1"x3"x2

RECTANGULAR TUBING

" ALUMINUM8

1"x3"x2

RECTANGULAR TUBING

" ALUMINUM8

1"x4"x2

MAIN SUPPORT BEAM

RETANGULAR TUBING

" ALUMINUM8

12"x4"x

STEEL SUPPORT BRACKET A

STEEL SUPPORT BRACKET A

STEEL SUPPORT BRACKET A

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CONCRETE

MASS

LINER

DRAFT TUBE

LINER PROFILE

DRAFT TUBE

DECK PL

HINGE PIN

SHEAR BAR

SCALE: 6" = 1'-0"

DETAIL

SEE DETAIL 1

DECK PLATE,

S-501

B

DIAMOND PLATE

"= 1'-0"2

1SCALE: 1

DETAIL - DECK PLATE

SEE DETAIL 1

DECK PLATE,

S-501

NOT SHOWN

DECK PL

SECTION - TYP CLEARANCE

DETAIL

S-501

"= 1'-0"2

1SCALE: 1

FRAME DETAIL - LEFT PIECE

"= 1'-0"2

1SCALE: 1

PLAN - TOP VIEW

"= 1'-0"2

1SCALE: 1

PLAN - BOTTOM VIEW

SCALE: NTS

ISOMETRIC

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SHEET

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BORDER VERSION UPDATE [09-2012]

S-501SHEET NAME:g2hdckri Kevin R. ImholtBY USERNAME:ANSI DDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 8/29/2017 8:08:23 AM

D R

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SHOWN"2

TYP CLEARANCE,

2 TO 3"

T

Y P

TRIM TUBE, TYP

DRAFT TUBE LINER

DRAFT TUBE LINER

TYP OTHER SIDE

OFFSET"4

DECK PLATE

ROLLED STIFFENER PL

DECK PL

WITH GUIDE HOLE

STEEL SUPPORT BRKT C

STEEL SUPPORT BRKT F

WITH GUIDE HOLE

STEEL SUPPORT BRKT D

STEEL SUPPORT BRKT E

T Y

P

A L L L

IF

T

IN

G L

U G

S

S H

IM

A

L L

O W

A N

C E

TYP 8 PLCS

FOR SCREW INFORMATION,

SEE DETAIL B ON S-501

LINER PROFILE

DRAFT TUBE

LINER PROFILE

DRAFT TUBE

3'-0"R 3'-6"R

T

Y P

"16 52'-8"16

152'-6

"16 32'-6"16

92'-8

" TYP4

T

Y P

"4

CLEARANCE

2 TO 3" TYP

"8

" TYP8

"16 151'-10 "16

151'-10 "16 15"16

& SHEAR PLATE

OF STIFFENER PL > OF STIFFENER PL >

& SHEAR PLATE

OF STIFFENER PL

HINGE BASE HINGE BASE

SHEAR PL SHEAR PL

HINGE BASE

SHEAR PL

HINGE BASE

SHEAR PL

HINGE BASE

SHEAR PL

" TYP SPACING2

"8 5R 3'-5

STIFFENER PL

ROLLED

"8 5R 2'-11

STIFFENER PL

ROLLED

STIFFENER PL

OF PLATFORM &

SHEAR PL

HINGE BASE

" STIFFENER PL, TYP 13 PLCS8

13"x

STEEL BEARING PAD/LIFTING LUG E

STEEL BEARING PAD/LIFTING LUG D

STEEL BEARING PAD/LIFTING LUG C

STEEL BEARING PAD/LIFTING LUG E

" ALUMINUM RECTANGULAR TUBING8

12"x5"x

MAIN SUPPORT BEAM A

" ALUMINUM RECTANGULAR TUBING8

12"x5"x

MAIN SUPPORT BEAM B

"2

"2 12"2

"2

T

Y P

2'-1" TO CL OF HINGE, TYP 4 PLCS

T Y

P"

" TYP2

GUIDE WELDMENT

GUIDE WELDMENT

> OF GUIDE WELDMENT > OF GUIDE WELDMENT

"8

CL OF LIFTING LUG,

TYP 4 PLCS

CL OF HINGE,

TYP 4 PLCS

SEE DETAIL 2

DECK PLATE,

NOTES:

NOT SHOWN

DECK PLATE

MAIN SUPPORT BEAMS: S-506

STIFFENER PLATES: S-505

GUIDE WELDMENTS: S-507

SUPPORT BRACKETS: S-510

BEARING PAD/LIFTING LUGS: S-508

HINGE BASES & SHEAR PLATES: S-505 & S-506

5. SEE SHEETS FOR MORE DETAIL:

".16

1 SPECIFIED: ±

4. TOLERANCE OF COMPONENTS, UNLESS OTHERWISE

OTHERWISE SPECIFIED.

3. ALL MATERIAL TO BE ALUMINUM ALLOY 6061-T6, UNLESS

2. SOME COMPONENTS AND FEATURES MAY NOT BE SHOWN.

1. SEE SPECS FOR MATERIAL AND MANUFACTURE PROCESS.

LINER PROFILE

DRAFT TUBE

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N -1

-R -0

MASS CONCRETE

DIAMOND PLATE

" ALUMINUM8

DECK PLATE NOT SHOWN

S-502

S-502

B

S-502

1SCALE: 1

DETAIL - DECK PLATE

SCALE: 3"= 1"-0"

DETAIL

SCALE: 3"= 1'-0"

NOTES TYP FOR SECTION C UNLESS NOTED

SECTION THRU BEAM B

SECTION - LINER CLEARANCE

SCALE: 3"= 1'-0"

SECTION THRU BEAM A

SECTION - LINER CLEARANCE

"= 1'-0"2

1SCALE: 1

PLAN - BOTTOM VIEW

SCALE: NTS

ISOMETRIC

"= 1'-0"2

1SCALE: 1

SEE NOTE 5

PLAN - TOP VIEW

"= 1'-0"2

1SCALE: 1

SEE NTOE 5

FRAME DETAIL - CENTER PIECE

MASS CONCRETE

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IDENTIFICATION

SHEET

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P R

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BORDER VERSION UPDATE [09-2012]

S-502SHEET NAME:g2hdckri Kevin R. ImholtBY USERNAME:ANSI DDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 8/29/2017 8:08:37 AM

D R

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DECK PLATE

SHOWN"2

TYP CLEARANCE,

2 TO 3"

DECK PL

RECTANGULAR TUBING

" ALUMINUM8

1"x3"x2

" OFFSET4

A L L

O W

A N

C E

S H

IM

DECK PLATE

TRIM TUBE

RETANGULAR TUBING

" ALUMINUM8

12"x4"x

"8

SHEAR BARHINGE PIN

INSTALL BEFORE WELDING FRAME

STEEL BEARING PAD/LIFTING LUG B,

" STIFFENER PL, TYP 16 PLCS8

13"x

TUBING

ALUMINUM

TYP 8 PLCS

FOR SCREW INFORMATION,

SEE DETAIL B ON S-501

RETANGULAR TUBING

" ALUMINUM8

12"x4"x

R "4 32'-10

R "4 12'-7

CLEARANCE

2 TO 3" TYP

38° 38°

" TYP2

12'-2

"16 32'-9 "2

12'-6

" TYP8

71'-11

"16 132'-9 2'-7"

TYP

"4

T Y

P

2'-11"R

R "2 12'-7

3"

")16 11( ")16

9(

" TYP16

3 1'-4

EVENLY SPACED

TYPICAL,"2

" TYP2

16 " TYP2

STEEL BEARING PAD/LIFTING LUG B

STEEL BEARING PAD/LIFTING LUG B

TYP

NOTES:

" STIFFENER PL, TYP 16 PLCS8

13"x

DECK PL NOT SHOWN

STEEL SUPPORT BRACKETS: S-510

STEEL BEARING PAD/LIFTING LUG: S-508

STIFFENER PLATES: S-505

MAIN SUPPORT BEAM, HINGE PINS & SHEAR BARS: S-504

5. SEE SHEETS FOR MORE DETAIL:

".16

1 SPECIFIED: ±

4. TOLERANCE OF COMPONENTS, UNLESS OTHERWISE

OTHERWISE SPECIFIED.

3. ALL MATERIAL TO BE ALUMINUM ALLOY 6061-T6, UNLESS

2. SOME COMPONENTS AND FEATURES MAY NOT BE SHOWN.

1. SEE SPECS FOR MATERIAL AND MANUFACTURE PROCESS.

STEEL SUPPORT BRACKET B

MASS CONCRETE

DRAFT TUBE LINER

DRAFT TUBE LINER PROFILE

S-503

B

TYP 2 PLCS

RECTANGULAR TUBING,

" ALUMINUM8

1"x3"x2

RECTANGULAR TUBING

" ALUMINUM8

1"x4"x2

MAIN SUPPORT BEAM,

STEEL BEARING PAD/LIFTING LUG B

STEEL SUPPORT BRACKET B

/0

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LINER PROFILE

DRAFT TUBE

DETAIL

SEE DETAIL 1

DECK PLATE,

DIAMOND PLATE

1SCALE: 1

DETAIL - DECK PLATE

S-503

NOT SHOWN

DECK PL

SECTION - TYP CLEARANCE

DETAIL

DECK PLATE

S-503

"= 1'-0"2

1SCALE: 1

PLAN - TOP VIEW

"= 1'-0"2

1SCALE: 1

PLAN - BOTTOM VIEW

SCALE: NTS

ISOMETRIC

"= 1'-0"2

1SCALE: 1

SEE NOTE 5

FRAME DETAIL - RIGHT PIECE

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SHEET

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P R

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US Army Corps

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BORDER VERSION UPDATE [09-2012]

S-503SHEET NAME:g2hdckri Kevin R. ImholtBY USERNAME:ANSI DDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 8/29/2017 8:08:52 AM

D R

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"16 112'-9"16

112'-8

2'-4" TYP

RECTANGULAR TUBE

" ALUMINUM8

1"x4"x2

RECTANGULAR TUBE

" ALUMINUM8

1"x 4"x2

"16 12'-7"8

72'-9

2'-1" TYP

2'-4" TYP

(1

(4

(1

(4

")8 3(5'-6

")16 15(5'-4

HINGE PIN DETAIL

HINGE PIN, SEE

TYP BOTH ENDS

" INTERNAL STIFFENER PL,8

TYP BOTH ENDS

" INTERNAL STIFFENER PL,8

"2

"2

4'-2" 0"

"64 1+

4'-2" 0"

"64 1+

2'-1" TYP

4'-8" 0"

"32 1+

RECTANGULAR TUBE

" ALUMINUM 8

1"x 4"x2

SEE HINGE PIN DETAIL

HINGE PIN, TYP 2 PLCS

RECTANGULAR TUBE

" ALUMINUM 8

1"x 4"x2

4'-8" 0"

"32 1+

SEE HINGE PIN DETAIL

HINGE PIN, TYP 2 PLCS

TYP

TYP

NOTES:

"4

"8

"2

"16

30° TYP

30° TYP

"4

"16

1"

"4

"8

R "16

R "16

> OF HINGE

")4 3(2

"2

(3")

"8

SEE NOTE 4

SEE NOTE 4

SEE NOTE 4

SEE NOTE 4

ON SHEET S-506 FOR PROPER & SMOOTH OPERATION.

4. THE DIMENSION IS TO MATCH ANALOGOUS DIMENSION

".16

1 SPECIFIED: ±

3. TOLERANCE OF COMPONENTS, UNLESS OTHERWISE

PLATFORM MAIN SUPPORT BEAMS.

2. ALLOW CLEARANCE SO THE HINDGE PINS CLEAR THE CENTER

1. SEE SPECS FOR MATERIAL AND MANUFACTURE PROCESS.

RADIUS

SEE NOTE 2

SEE SHEAR BAR DETAIL

SHEAR BAR

SEE SHEAR BAR DETAIL

TYP 3 PLCS

SHEAR BAR,

SEE SHEAR BAR DETAIL

SHEAR BAR, TYP 3 PLCS

SEE SHEAR BAR DETAIL

SHEAR BAR, TYP 3 PLCS

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S-504

A S-504

B

SHEAR BARS

OF TUBE &

SCALE: 12"= 1'-0"

TYP FOR LEFT & RIGHT PLATFORM PIECES

SECTION - TYP 3 PLCS

TYP FOR LEFT & RIGHT PLATFORM PIECES

SECTION - TYP 3 PLCS

DETAIL

S-504

B S-504

A

SHEAR BARS

OF TUBE &

S-504

SCALE: 12"= 1'-0"

6 REQUIRED, MATL: ALUMINUM

SHEAR BAR DETAIL

SCALE: NTS

SHEAR BAR ISO

SCALE: NTS

HINGE PIN ISO

SCALE: 12"= 1'-0"

MATL: ALUMINUM

2 REQUIRED AS SHOWN & 2 OPPOSITE HAND,

HINGE PIN DETAIL

SCALE: 3"= 1'-0"

RIGHT PLATFORM PIECE

MAIN SUPPORT BEAM DETAIL

SCALE: 3"= 1'-0"

LEFT PLATFORM PIECE

MAIN SUPPORT BEAM DETAIL

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IDENTIFICATION

SHEET

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P L

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BORDER VERSION UPDATE [09-2012]

S-504SHEET NAME:g2hdckri Kevin R. ImholtBY USERNAME:ANSI DDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 8/29/2017 8:09:07 AM

D R

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"8

R " TYP4

SEE NOTE 3

LENGTH VARIES

NOTES:

QTY:LENGTH:

LENGTH CHART

LENGTH: QTY:

4.8

4.9

5.0

5.2

5.3

5.7

6.1

6.3

6.7

7.0

7.2

7.3

7.4

7.5

7.6

7.7

8.1

8.3

8.5

8.6

8.8

9.0

9.3

13.1

13.6

17.0

17.1

17.2

"4

"2 1"4

"x45° CHAMFER8

"8

", TYP 4 PLCS8

1R

TYP 4 PLCS

"x45° CHAMFER,8

1"

"8

1"

SYMMETRICAL ABOUT >

ALUMINUM PIPE

1" SCHEDULE 80

ALUMINUM PIPE

1" SCHEDULE 80

"8

(2

"8

> OF HINGE

R " TYP 4 CORNERS8

")8 7(2 ")2

1(2

")8 5(

")8 5("8

13"8

RESPONSIBLE FOR ACTUAL LENGTH CUTS IN THE FIELD.

3. LENGTH CHART IS FOR ASSISTANCE. CONTRACTOR IS

".16

1 SPECIFIED: ±

2. TOLERANCE OF COMPONENTS, UNLESS OTHERWISE

1. SEE SPECS FOR MATERIAL AND MANUFACTURE PROCESS.

R "8

TOP OF DECK PL

1 " PLYWOODTOP OF

" PLYWOOD8

5TOP OF

PIN PORTION OF HINGE

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SCALE: NTS

SHEAR PLATE ISO

S-505

C

SCALE: NTS

HINGE BASE ISO

S-505

D

S-505

A

S-505

SCALE: 24"= 1'-0"

SECTION

SCALE: 6"= 1'-0"

45 REQUIRED, MATL: ALUMINUM

STIFFENER PLATE DETAIL

SCALE: 12"= 1'-0"

6 REQUIRED, MATL: ALUMINUM

SHEAR PLATE DETAIL

SCALE: 12"= 1'-0"

4 REQUIRED, MATL: ALUMINUM

HINGE BASE DETAIL

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SHEET

D A

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P R

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R of Engineers

US Army Corps

P L

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54321

D

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B

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BORDER VERSION UPDATE [09-2012]

S-505SHEET NAME:g2hdckri Kevin R. ImholtBY USERNAME:ANSI DDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 8/29/2017 8:09:22 AM

D R

A W

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ALUMINUM TUBE

LOCATION VARIES

FOR SHEAR BAR,

OPENING THRU ONE SIDE

2'-1" TYP

2'-4" TYP

S-502 FOR MORE DETAIL

TRIM, SEE SHEET

2'-4" TYP

2'-1" TYP

S-502 FOR MORE DETAIL

TRIM, SEE SHEET

S-502 FOR MORE DETAIL

TRIM, SEE SHEET

"4 34"4

"2 13"4

SEE SHEET S-505 FOR MORE DETAIL

HINGE BASE, TYP 3 PLCS

& SEE HINGE BASE WELD DETAIL

SEE SHEET S-505 FOR MORE DETAIL

HINGE BASE, TYP 2 PLCS

& SEE SHEAR PL WELD DETAIL

SEE SHEET S-505 FOR MORE DETAIL

SHEAR PL, TYP 3 PLCS

& SEE HINGE BASE WELD DETAIL

SEE SHEET S-505 FOR MORE DETAIL

HINGE BASE, TYP 2 PLCS

" ALUMINUM RECTANGULAR TUBE8

12"x5"x

" ALUMINUM RECTANGULAR TUBE8

12"x5"x

")2 1(

")2 1(

SEE SHEET S-508 FOR DETAILS

STEEL BEARING PAD/LIFTING LUG D,

SEE SHEET S-508 FOR DETAILS

STEEL BEARING PAD/LIFTING LUG E,

SEE SHEET S-508 FOR DETAILS

STEEL BEARING PAD/LIFTING LUG E,

SEE SHEET S-508 FOR DETAILS

STEEL BEARING PAD/LIFTING LUG C,

4'-2" 0"

"64 1+

4'-2" 0"

"64 1+

SHEAR PL WELD DETAIL

MORE DETAIL & SEE

SEE SHEET S-505 FOR

SHEAR PL, TYP 3 PLCS

4'-8" 0"

"32 1+

4'-8" 0"

"32 1+

1" "4

"4 111"

BRKT F BRKT C

BRKT E BRKT D

"16 112'-9 "16

13'-1

"16 52'-11 "16

112'-9

1 8

HINGE BASE

SHEAR PL

SHEAR PL

HINGE BASE

SHEAR PL

1 (

LOCATION VARIES

SHEAR PL,

LOCATION VARIES

FOR HINGE BASE,

OPENING THRU ONE SIDE

"4

"8

ALUMINUM TUBE

R " TYP8

NOTES:

HINGE >> HINGE

HINGE >> HINGE

LIFTING LUG >> LIFTING LUG

LIFTING LUG >

> LIFTING LUG

HINGE >

HINGE >

SHEAR PL & SHEAR BAR >

SHEAR PL & SHEAR BAR >> SHEAR PL & SHEAR BAR

> SHEAR PL & SHEAR BAR SHEAR PL & SHEAR BAR >

SHEAR PL & SHEAR BAR >

SHEAR PL & SHEAR BAR > SHEAR PL & SHEAR BAR > > SHEAR PL & SHEAR BAR

> SHEAR PL & SHEAR BAR SHEAR PL & SHEAR BAR >SHEAR PL & SHEAR BAR >

HINGE >

HINGE >

SEE NOTE 3

SEE NOTE 3

SEE NOTE 3

SEE NOTE 3

AND WASHERS INFORMATION AND MATCH DRILLING, TYP 4 PLCS.

4. SEE DETAIL B ON S-501 FOR COUNTERSINK SCREWS, NUTS

ON SHEET S-504 FOR PROPER & SMOOTH OPERATION.

3. THE DIMENSION IS TO MATCH ANALOGOUS DIMENSION

".16

1 SPECIFIED: ±

2. TOLERANCE OF COMPONENTS, UNLESS OTHERWISE

1. SEE SPECS FOR MATERIAL AND MANUFACTURE PROCESS.

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S-506

SCALE: 6"= 1'-0"

SECTION

SCALE: NTS

ISO

SCALE: NTS

ISO

SCALE: 6"= 1'-0"

SHEAR PL WELD DETAIL

SCALE: 6"= 1'-0"

HINGE BASE WELD DETAIL

SCALE: 3"= 1'-0"

MIDDLE PLATFORM PIECE

MAIN SUPPORT BEAM A DETAIL

SCALE: 3"= 1'-0"

MIDDLE PLATFORM PIECE

MAIN SUPPORT BEAM B DETAIL

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IDENTIFICATION

SHEET

D A

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P R

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IN

G N

U M

B E

R of Engineers

US Army Corps

P L

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54321

D

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B

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BORDER VERSION UPDATE [09-2012]

S-506SHEET NAME:g2hdckri Kevin R. ImholtBY USERNAME:ANSI DDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 8/29/2017 8:09:58 AM

D R

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1'-5"

1'-9"

>SYMMETRICAL ABOUT

(2")

T Y

P

")8 3(1

" THICK8

1ALL PLATES ARE

PICTORIALLY SHOWN FOR CLARITY

CENTER PLATFORM MAIN SUPPORT BEAM,

1 SEE NOTE 5

TYP 4 PLCS,

"4 11'-6

NOTES:

T

Y P

2"

(2

(2

T

Y P A

L L P

L A

T E

S

(1

R " TYP 4 PLCS4

1 2 - 48

1 2 - 4

SHOWN FOR CLARITY

PICTORIALLY

MAIN SUPPORT BEAM,

CENTER PLATFORM

" TYP8

1" TYPR

TYP

TYP

SEE NOTE 6 SEE NOTE 6

)8 1 (

TYP

7. PROVIDE UHMU TAPE TO THE BOTTOM OF THE GUIDE.

& SMOOTH OPERATION.

" FOR PROPER16

16. BREAK SHARP EDGE OR FILE CHAMFER EDGE

5. PROVIDE A CONTINUOUS WELD ALONG RADIUS AREA, TYP 4 PLCS.

PLATFORM.

4. SEE SHEET S-509 FOR WELDING GUIDE WELDMENTS TO CENTER

".16

1 SPECIFIED: ±

3. TOLERANCE OF COMPONENTS, UNLESS OTHERWISE

2. TWO WELDMENTS ARE REQUIRED AND ARE IDENTICAL.

1. SEE SPECS FOR MATERIAL AND MANUFACTURE PROCESS.

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SECTION

S-507

A

S-507

C

S-507

SECTION

SCALE: NTS

GUIDE WELDMENT ISO

SCALE: 6"= 1'-0"

" ALUMINUM PL8

1MATL:

2 REQUIRED

GUIDE WELDMENT DETAIL

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IDENTIFICATION

SHEET

D A

T E

A P

P R

D R

A W

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R of Engineers

US Army Corps

P L

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54321

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BORDER VERSION UPDATE [09-2012]

S-507SHEET NAME:g2hdckri Kevin R. ImholtBY USERNAME:ANSI DDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 8/29/2017 8:10:31 AM

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CJP, TYP

CJP

1"

R " TYP4

"4

"4

>SYMM ABOUT

>SYMM ABOUT

P

L

2"

SEE DETAIL

LIFTING LUG,

>SYMM ABOUT

" CAP SREWS2

1FOR Ø

COUNTERSINK HOLES

"4 34 "8

3"

4"

"4

SEE DETAIL

LIFTING LUG,

>SYMM ABOUT

" CAP SREWS2

1FOR Ø

COUNTERSINK HOLES

(1")

")4 1(2

2"

P

L

1"

3"

>SYMM ABOUT

R " TYP4

2"

T Y

P P

C L S

P L

T Y

P P

L C

S

P L

SEE DETAIL

LIFTING LUG,

>SYMM ABOUT

1"

3"

"4

R " TYP4

T Y

P P

L C

S

P L

R "8

60° "2

"4

" CAP SREWS2

1FOR Ø

COUNTERSINK HOLES

2"

4"

2"

P

L

"4

"8

"4

>SYMM ABOUT

"4

")16 7(

(1

P

L

"8

R "4

" BAR16

7Ø

"8

3 SIZE TO 3/16"

HOLD WELD

TYP,

TO ELIMINATE INTERFERENCE.

ELIMINATED. IF NECESSARY, GRINDING MAY BE PERMITTED

OVER. DESIGN THE WELD SO THAT INTERFERENCE IS

INTERFER WITH THE ALUMINUM BEAMS IN WHICH IT SLIDES

4. THE WELDING ON THE INSIDE OF THE LIFTING LUG MUST NOT

PLATE.4

1x8

1 ELIMINATE THE WELDING OF THE

3. MACHINING OF THE BEARING PAD WILL BE PERMITTED TO

UNLESS OTHERWISE SPECIFIED.

2. ALL MATERIAL ON THIS SHEET IS TO BE ASTM 572 GRADE 50

1. SEE SPECS FOR MATERIAL AND MANUFACTURE PROCESS.

"8

S-508

B

S-508

D

S-508

F

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S-508

R

B

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T E

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C U

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A R

IN

G P

A D /L

IF

T

IN

G L

SECTION

SECTION

SECTION

SECTION

TYP

G

SCALE: 6"= 1'-0"

2 REQUIRED

BEARING PAD/LIFTING LUG E

MIDDLE PLATFORM

SCALE: 6"= 1'-0"

SAME AS WELDMENT A EXCEPT AS SHOWN

BEARING PAD/LIFTING LUG B

RIGHT PLATFORM

SCALE: 6"= 1'-0"

BEARING PAD/LIFTING LUG A

LEFT PLATFORM

SCALE: NTS

ISOMETRIC

BEARING PAD/LIFTING LUG A & B

SCALE: NTS

ISOMETRIC

BEARING PAD/LIFTING LUG E

SCALE: 6"= 1'-0"

SAME AS WELDMENT C EXCEPT AS SHOWN

BEARING PAD/LIFTING LUG D

MIDDLE PLATFORM

SCALE: 6"= 1'-0"

BEARING PAD/LIFTING LUG C

MIDDLE PLATFORM

SCALE: NTS

ISOMETRIC

BEARING PAD/LIFTING LUG C & D

SCALE: 12"= 1'-0"

6 REQUIRED, USED FOR ALL LIFTING LUGS

LIFTING LUG DETAIL

S O

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S

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C A

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C T N

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IDENTIFICATION

SHEET

D A

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A P

P R

D R

A W

IN

G N

U M

B E

R of Engineers

US Army Corps

P L

O T D

A T

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54321

D

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B

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BORDER VERSION UPDATE [09-2012]

S-508SHEET NAME:g2hdckri Kevin R. ImholtBY USERNAME:ANSI DDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 8/29/2017 8:10:46 AM

D R

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2 - 5.5 NOTE 2

SEE

TYP

DECK PL

SEE SHEET S-507

GUIDE WELDMENT,

DECK PL

STIFFENER PL

DECK PL

DECK PL DECK PL

STIFFENER PL

STIFFENER PL

SEE SHEET S-507

GUIDE WELDMENT,

STIFFENER PL

DECK PL

SEE SHEET S-507

GUIDE WELDMENT,

DECK PL

NOT SHOWN

DECK PL

DECK PLATE

ACCOMMODATE THE

TO BE FLAT TO

THIS WELD SURFACE

2 - 5.5SEE NOTE 2

STIFFENER PLATE.

4. PROVIDE MINIMUM 2" LONG WELD EACH ENDS OF EACH

CONNECTIONS WILL VARY, SEE PLAN - PLATFORM ASSEMBLY.

3. THIS DETAIL IS A PICTORIAL REPRESENTATION. TUBE TO TUBE

IS ALLOWED.

2. DO NOT LINE UP TOES ON STITCH WELDS. A MINIMUM OF 1" WELD

1. SEE SPECS FOR MATERIAL AND MANUFACTURE PROCESS.

ALUMINUM TUBE

2 - 5.5

ALUMINUM TUBE

ALUMINUM TUBE

ALUMINUM TUBE, TYP

ALUMINUM TUBE, TYP

S-509

E

OUTER PERIMETER

ALUMINUM TUBE

PERIMETER

OUTER

2 - 4

2 - 4

2 - 5.5

SEE NOTE 2

TYP

NOTE 2

SEE

TYP

2 - 5.5

2 - 5.5

2 - 5.5

2 - 5.5

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IN

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-5 -5 /1

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E L

S-509

B

TYP STIFFENER PL TO TUBE & DECK PL TO TUBE WELDS

TYP STIFFENER TO DECK PL WELD

TYP GUIDE WELDMENT TO DECK PL WELD

SECTION

TYP GUIDE WELDMENT WELDS

TYP GUIDE WELDMENT WELDS

SECTION

SCALE: NTS

TYP DECK PL TO TUBE

SECTION

S-509

F

TYP DECK PL TO TUBE

SECTION

TYP DECK PL TO TUBE

TYP STIFFENER TO STIFFENER WELD

DETAIL

S-509

SCALE: NTS

DECK PLATES NOT SHOWN

ISOMETRIC - PLATFORM ASSEMBLY

SCALE: NTS

DECK PLATES NOT SHOWN

PLAN - PLATFORM ASSEMBLY

SCALE: NTS

DECK PL NOT SHOWN

TUBE TO TUBE WELD ISO

SCALE: NTS

SEE NOTE 3

TYP TUBE TO TUBE WELD DETAIL

S O

L

IC

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A T

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N N

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F

IL

E N

A M

E

D E

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N E

D B

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D E

S C

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IP

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D A

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S

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S U

B M

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T E

D B

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P L

O T S

C A

L E

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

D A

T E

A P

P R

D R

A W

IN

G N

U M

B E

R of Engineers

US Army Corps

P L

O T D

A T

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54321

D

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B

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BORDER VERSION UPDATE [09-2012]

S-509SHEET NAME:g2hdckri Kevin R. ImholtBY USERNAME:ANSI DDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 8/29/2017 8:11:01 AM

D R

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TYP 2 PLCS

",8

1ROUND EDGES R

TYP BOTTOM EDGE

",8

1ROUND EDGES R

NOTES:

& BOTTOM EDGE

TYP 2 PCLS

",8

1ROUND EDGES R

SEE NOTE 4

TYP BOTH BENDS.

",4

1WITH R

BEND DOWN 90°

"4

"4

TYP 4 PLCS

42° TO 45°

"4

"8

TYP

"4

"4

"2

"4

"4

2"

TYP 4 PLCS

40° TO 45°

"16

OF BENDS

BETWEEN CL"16

TYP 2 PLCS

",8

1ROUND EDGES R

"8

"4

"4

"8 54"16

"16 33"4

"8

"16

SEE NOTE 1

"8 59 "16

OF BENDS

BETWEEN CL"16

"8

SEE NOTE 1

"8

"16 35"16

"8 55"16

"8

"2

"8

"16

"16

"16

"4

" TYP8

BY OTHER

HOLE PROVIDED

BY OTHER

HOLE PROVIDED

BY OTHER

HOLE PROVIDED

BY OTHER

HOLE PROVIDED

BY OTHER

HOLE PROVIDED

BY OTHER

HOLE PROVIDED

BRACKET

OF

> OF BRACKET

", TYP BOTH BENDS.4

1 90° WITH R

4. BEND BRACKETS C AND E DOWN. BEND BRACKETS D AND F UP

AS PER SPEC SECTION 05 50 05.00 26.

3. DESIGN AND CONSTRUCT BUNGEE CORD HOLD DOWN SYSTEM

BE ASTM 572 GRADE 50.

" THICK PLATE AND IS TO4

12. ALL STEEL ON THIS SHEET IS TO BE

TRIMMING IS PERFORMED BY OTHERS.

ARE TO ILLUSTRATE THE FINAL APPEARANCE AFTER

OTHERS TO FIT LINER. THE ISOMETRIC VIEWS PROVIDED

STEEL SUPPORT BRACKETS. THE BRACKETS WILL TRIMMED BY

1. CONTRACTOR TO FABRICATE AND PROVIDE 6 OVERSIZED

SCALE: 6"= 1"-0"

PATTERN FOR BRACKETS A & B. SEE ISOMETRICS

FLAT PATTERN DETAIL

TYP STEEL SUPPORT BRACKET

SCALE: 6"= 1"-0"

PATTERN FOR BRACKETS C, D, E & F. SEE ISOMETRICS

FLAT PATTERN W/GUIDE BAR HOLE DETAIL

TYP STEEL SUPPORT BRACKET

/0

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M C

K E

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IV

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U .S

A R

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R

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-5 -5

T A

IL

S S

T E

E L S

U P

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R A

C K

STEEL BRACKET E ISOMETRIC

SCALE: NTS

STEEL BRACKET B ISOMETRIC

SCALE: NTS

STEEL BRACKET C ISOMETRIC

SCALE: NTS

STEEL BRACKET D ISOMETRIC

SCALE: NTS

STEEL BRACKET F ISOMETRIC

SCALE: NTS

STEEL BRACKET A ISOMETRIC

S O

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IT

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IL

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S U

B M

IT

T E

D B

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P L

O T S

C A

L E

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

D A

T E

A P

P R

D R

A W

IN

G N

U M

B E

R of Engineers

US Army Corps

P L

O T D

A T

E

54321

D

C

B

A

/2

/2

BORDER VERSION UPDATE [09-2012]

S-510SHEET NAME:g2hdckri Kevin R. ImholtBY USERNAME:ANSI DDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 8/29/2017 8:11:16 AM

D R

A W

N B

Y

C H

E C

K E

D B

Y

"2 1 "2

" THRU HOLE FOR PUSH PIN8

1Ø

" THRU HOLE FOR PUSH PIN8

1Ø

3"1"

T

Y P

" BAR2

"4

45°

7'-0" FOR GUIDE BAR A

SEE NOTE 3

" SCHEDULE 40 PIPE,2

1Ø1

" PL8

"8

O

F F S

E T

GUIDE BAR A GUIDE BAR B

"8 11'-2

6"

>SYMM ABOUT

GUIDE BAR A GUIDE BAR B

" SCHEDULE 40 PIPE2

1Ø

GUIDE BAR LOCKING PIPE

")8 1(1'-6

" FOR GUIDE BAR B8

76'-8

1" RED TAPE FOR MARKING 1" RED TAPE FOR MARKING1" RED TAPE FOR MARKING

1" RED TAPE FOR MARKING

" PL2

" TYP4

" TYP8

TYP 2 PLCS

" x 45° CHAMFER,4

", TYP8

1RADII CORNERS

SEE NOTE 3

" SCHEDULE 80 ALUMINUM PIPE,4

1Ø1

T Y

P

.9

T Y

P"

1.66"

" THRU HOLE FOR PUSH PIN8

1Ø

" THRU HOLE FOR PUSH PIN8

1Ø

BRKT E & F BRKT C & D

(SIZE TO FIT HOLE)

ATTACHING WIRE

ASTM F366 PUSH PIN WITH

TYP BOTH ENDS

SMOOTH OPERATION

GAP FOR"8

"2

1MAKE ONE: 5'-7

"4

1MAKE ONE: 5'-9

" BAR8

" BAR2

R "4

(1

R "16

05 50 05.00 26.

TO LENGTH OF THE PIPE. SEE SPECIFICATION SECTION

3. PROVIDE UHMW TAPE TO PIPE. PROVIDE THE TAPE PARALLEL

OTHERWISE SPECIFIED.

2. ALL MATERIAL TO BE ALUMINUM ALLOY 6061-T6 UNLESS

1. SEE SPECS FOR MATERIAL AND MANUFACTURE PROCESS.

(SIZE TO FIT HOLE)

ATTACHING WIRE

ASTM F366 PUSH PIN WITH

/0

/2

M C

K E

N Z

IE

R

IV

E R

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U .S

A R

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E S P .E

A N

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P -1 .1

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IN

T A

L L

A T

IO

N

P R

O

IR

T

O S

L E

E V

E

S-512

B S-512

SECTION

S-512

C

SCALE: NTS

GUIDE BAR ISO

SCALE: 6"= 1'-0"

MATL: ALUMINUM

2 REQUIRED AS SHOWN UNLESS OTHERWISE SPECIFIED,

GUIDE BAR DETAIL

"= 1'-0"6SCALE:

LOCKING DETAIL

SCALE: NTS

GUIDE BAR ISO

SECONDARY

SCALE: 6"= 1'-0"

MATL: ALUMINUM

2 REQUIRED AS SHOWN UNLESS OTHERWISE SPECIFIED,

SECONDARY GUIDE BAR DETAIL

S O

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IC

IT

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O

F

IL

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E

D E

S

IG

N E

D B

Y

D E

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R

IP

T

IO

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A R

K

D A

T E

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

D A

T E

A P

P R

D R

A W

IN

G N

U M

B E

R of Engineers

US Army Corps

P L

O T D

A T

E

54321

D

C

B

A

/2

/2

BORDER VERSION UPDATE [09-2012]

S-511SHEET NAME:g2hdckri Kevin R. ImholtBY USERNAME:ANSI DDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 8/29/2017 8:11:30 AM

D R

A W

N B

Y

C H

E C

K E

D B

Y

SYM ABOUT CL

"4 33'- 1'-8" "4

33'-

TOP OF BEAM EL 1542.25

DRAFT TUBE DOOR

DRAFT TUBE LINNER

DRAFT TUBE LINNER

DRAFT TUBE DOOR

PERIMETER BEAM B SEE SHEET

S-502 FOR INFORMATION TYP

PERIMETER BEAM A SEE SHEET

S-502 FOR INFORMATION TYP

INNER BEAM SEE SHEET S-501 FOR

INFORMATION TYP

MAIN BEAM

NOTES:

ENTRANCE PLATFORM

LADDER

CENTER BEAM

ASSEMBLY SEE

SHEET S-501 FOR

INFORMATION TYP

THE SHOP DRAWINGS.

LOAD TEST. INDICATE THE CONNECTION JOINT NUMBERS IN

FIRST PLATFORM ASSEMBLY AND PRIOR TO THE SHOP

FLANGES AT EACH BEAM TO BEAM CONNECTION AFTER THE

PROVIDE A LOW STRESS STAMP ON THE TOP OF ALL BEAM 7.

NAMEPLATE WITH THIS INFORMATION.

DURING THE SHOP LOAD TEST AND UPDATE THE

DETERMINE THE ACTUAL WEIGHT OF THE PLATFORM 6.

DECKING NOT SHOWN FOR CLARITY 5.

".16

1OTHERWISE, IS +/-

TOLERANCE OF COMPONENTS, UNLESS NOTED 4.

OTHERWISE.

ALUMINUM TO BE ALLOY 6061-T6, UNLESS NOTED 3.

FOR CLARITY, NOT ALL COMPONENTS ARE SHOWN.2.

SEE SPECS FOR MATERIAL AND MANUFACTURE PROCESS.1.

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E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

C O

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R A

C T N

O

IDENTIFICATION

SHEET

D A

T E

A P

P R

D R

A W

IN

G N

U M

B E

R of Engineers

US Army Corps

P L

O T D

A T

E

54321

D

C

B

A

D R

A W

N B

Y

C H

E C

K E

D B

P -1 .1

S -1

X X

X .D

G N .d

.S

A R

M Y C

O R

P S O

F E

N G

IN

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

IS

T R

R B

IN

E P

L A

T F

O R

M R

E P

L A

C E

M E

N T

P O

W E

R H

O U

S T C

R E

E K L

A K

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M A

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H E

W D

H A

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O N P .E

A N

S I

D

G E

C D

A C

W

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N -M

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A E

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C D

M D

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A L L P

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N A

N D S

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T

IO

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S-101

:1

VOLUME 6

TOP OF DOOR EL. 1541.43

EL. 1541.74

BOTTOM OF TMP BEARING SURFACE

BOTTOM OF DOOR EL. 1538.32

W

N -1

-R -0

SCALE: 1" = 1'-0"

OVERALL PLAN VIEW @ TOP OF PLATFORM

A

A

SCALE: 1" = 1'-0"

SECTION

NTS

PARTIAL ISOMETRIC VIEW

S-501

"4

2"

"16

CONNECTION PLATFORM TO MOUNTING BRACKETS

1/8

1/8

"16 11"16

"2

"16

"4

"8 1 R

" BRASS RIVET4

TO LANYARD (NOT SHOWN)

KEY RING ATTACHED

"32 1 R

"4

"8

"2

4" � SEE NOTE 6

SEE NOTES 3 AND 4.

" CAP SCREW.8

3FOR CSK

" THRU TYP.8

3�

3L5 X 3 X

S O

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S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

D A

T E

A P

P R

D R

A W

IN

G N

U M

B E

R of Engineers

US Army Corps

P L

O T D

A T

E

54321

D

C

B

A

D R

A W

N B

Y

C H

E C

K E

D B

P -1 .1

S -5

X X

X .D

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A R

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P S O

F E

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IN

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P O

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N D

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E G

O N

P O

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L A

N D D

IS

T R

R B

IN

E P

L A

T F

O R

M R

E P

L A

C E

M E

N T

P O

W E

R H

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S T C

R E

E K L

A K

E

M A

T T

H E

W D

H A

N S

O N P .E

A N

S I

D

G E

C D

A C

W

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N -M

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A E

L M

A S

T E

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G E

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S-507

:1

CL

C

E S

S O

R Y D

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A

IL

VOLUME 6

NOTES:

QTY: 4 RIGHT, 4 LEFT

THE MOUNTED CONNECTION.

MOUNTING BRACKET TO PROVIDE VERTICAL RESTRAINT TO

THROUGH THE BEARING PAD, PAST THE INSIDE EDGE OF THE

PIN. THE PIN LENGTH MUST BE LONG ENOUGH TO PASS

PROVIDE A 1/4" ALUM HANDLE QUICK RELEASE BALL LOCK 6.

CONNECTIONS.

CONNECTIONS AND THE CENTER BEAM TO MAIN BEAM

OF BOTH PINS AT THE INNER BEAM TO MAIN BEAM

A LENGTH OF WIRE WHICH WILL ALLOW FOR INSTALLATION

LENGTH OF WIRE WHICH CONNECTS THE TOGGLE PINS. USE

COMBINE 2 TOGGLE PINS TO A SINGLE LANYARD USING A 5.

SPECIFICATIONS.

LOCATION WITH 3/8" HARDWARE THAT MEETS CONTRACT

FASTEN BEARING PAD TO BEAM ENDS AT EACH MOUNT 4.

PROVIDE A SMOOTH BEARING SURFACE.

COUNTERSUNK CAP SCREWS INSERTED FROM BOTTOM TO

PREP BEARING PAD ATTACHMENT HOLES FOR 3/8" 3.

WITH A36 STEEL UNLESS INDICATED OTHERWISE.

ALL ACCESSORIES ON THIS SHEET ARE TO BE FABRICATED 2.

DIMENSIONS AFTER GALVANIZING.

ASTM A123/A123M. DIMENSIONS SHOWN ARE FINAL

PIN SHALL BE HOT-DIP GALVANIZED IN ACCORDANCE WITH

TOGGLE PIN COMPONENTS, MOUNTING PIN, AND PERIMETER 1.

W

N -1

-R -0

SCALE: 12" = 1'-0"

BEARING PAD

SCALE: 12" = 1'-0"

TOGGLE PIN