A02_DRAWINGS_19t0001.pdf

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B of Engineers

US Army Corps

Vicksburg District

Solicitation: W912EE-19-T-0001

C h ie f, D e s ig n B ra n c h

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C h ie f, E n g in e e ri n g C o n s tr u c ti o n D iv is io n

OUACHITA RIVER BASIN

OUACHITA RIVER, ARKANSAS

TURBINE MAINTENANCE PLATFORM

Contract: W912P8-XX-X-XXXX

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BLAKELY MOUNTAIN DAM POWER PLANT

May 2019

PROJECT LOCATION

PROJECT LOCATION

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PROJECT VICINITY MAP

SCALE: NONE

PROJECT LOCATION MAP

SCALE: NONE

GARLAND COUNTY, ARKANSAS

INDEX TO DRAWINGS

ARKANSAS

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1. ALL UNITS ARE EXPRESSED IN FEET AND INCHES.

GENERAL NOTES:

5846-HO-1

5846-HN-1

3829-WM-1

5846-HP-1

5112-AA-1

5840-NR-1

107C41

DWG. NO.

REFERENCE DRAWINGS

S-107

S-106

S-105

S-104

S-103

S-102

S-101

G-002

G-001

DWG. NO.

CONTRACT DRAWINGS

ELBOW DRAFT TUBE

ELBOW DRAFT TUBE

150' TYPE GH RUNNER

DRAFT TUBE LINER

FOUNDATION LAYOUT

DISTRIBUTOR SECTION

GENERATOR BAY SUBSTRUCTRE TRANSVERSE SECTION AT UNIT 2 - CONCRETE

DESCRIPTION

GRATING DETAILS

GRATING PLAN AND DETAILS

DRAFT TUBE LINER LUG DETAILS AND PLAYWOOD PLAN

BEAM PLANS AND ELEVATIONS, PERIMETER BEAM ENDS DETAILS, AND MISCELLANEOUS DETAILS

BEAM PLANS AND ELEVATIONS, AND PINNING BRACKET AND BOLTED CONNECTION DETAILS

BEAM PLANS AND ELEVATIONS, AND MAIN AND INNER BEAM END DETAILS

GENERAL ARRANGEMENT, NOTES AND ASSEMBLY INSTRUCTION

PROJECT VICINITY MAPS AND INDEX TO DRAWINGS

COVER SHEET

DESCRIPTION

OUTLINE (TYP)

GRATING SECTION

THIS SIDE

MAN DOOR

LINER LUG (TYP)

DRAFT TUBE

C/L DRAFT TUBETHIS SIDE

MAN DOOR

14'-7" DIAMETER

PLATFORM PERIMETER

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INNER BEAM - I6x4.03 INNER BEAM - I6x4.03

CENTER BEAM - I6x4.03

I4x2.79

PERIMETER BEAM "B" -

I4x2.79

PERIMETER BEAM "B" -

CENTER BEAM "A" - I6x4.03

CENTER BEAM "B" - I4x2.79

CENTER BEAM "B" - I4x2.79

CENTER BEAM "B"- I4x2.79

B2

S-101

INNER BEAM - I6x4.03 INNER BEAM - I6x4.03

M A

IN

B

E A

M I x .0

M A

IN

B

E A

M I x .0

C R

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S B

E A

M I x .7

C R

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M I x .7

I4 x2 .7

P E R

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M A

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P E R

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E A

M "A

I4 x .7

P E

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I4 x2 .7

P E R

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M A

I4x2.79

P E R

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E A

M "A

I4 x .7

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C

C1 " = 1'-0"4

3SCALE: 0 1' 2' 4'

B1 " = 1'-0"4

3SCALE: 0 1' 2' 4'

GENERAL NOTES:

PLAN - NEW TURBINE MAINTENANCE PLATFORM

SECTION - NEW TURBINE MAINTENANCE PLATFORM

DESIGN NOTES:

MATERIAL PROPERTIES:

AMERICAN WELDING SOCIETY

C. STRUCTURAL WELDING CODE - ALUMINUM, AWS D1.2,

METAL MANUFACTURERS

EDITION, NATIONAL ASSOCIATION OF ARCHITECTURAL

B. METAL BAR GRATING MANUAL, MBG 531-15, EIGHTH

ASSOCIATION

A. ALUMINUM DESIGN MANUAL, 2015, THE ALUMINUM

4. DESIGN CODES:

3. MAXIMUM LOAD IS 4,200-LB.

AND 1.0 FOR DEAD LOAD.

2. PLATFORM FACTORS OF SAFETY ARE 4.0 FOR LIVE LOAD

B. 25-PSF DISTRIBUTED LOAD

A. 4 EA 250-LB PERSONS (PERSON PLUS EQUIPMENT), OR

1. PLATFORM DESIGN LOADS:

NOT SHOWN FOR CLARITY

NOTE: GRATING SECTIONS

E6 0 1' 2' 4'

ISOMETRIC VIEW PLATFORM ASSEMBLY

SCALE: N.T.S.

ASSEMBLY INSTRUCTIONS:

COVER IS 1,300 LBS.

4. ESTIMATED ASSEMBLED WEIGHT INCLUSIVE OF PLYWOOD

PROTECT PLATFORM. SEE PLAN ON SHT. S-105.

3. PLACE 1/2" PLYWOOD ON TOP OF ALUMINUM GRATING TO

2. NOT ALL COMPONENTS SHOWN FOR CLARITY.

PROCESS.

1. SEE SPECIFICATIONS FOR MATERIAL AND MANUFACTURE

4. PLYWOOD: APA L870, C-D GRADE, SPAN RATING 24/16

B. CROSS BARS: ASTM B221, ALLOY 6061 OR 6063

OR 6063-T6

A. BEARING BARS: ASTM B221, ALLOY 6061-T6, 6105-T5,

3. ALUMINUM GRATING: TYPE P-19-SI-4

D. WASHERS: ASTM F436 TYPE 1

C. NUTS: ASTM A563

B. BOLTS: ASTM A354 GRADE BD

A. PLATES: ASTM A572 GRADE 50.

2. STEEL:

C. STRUCTURAL SHAPES: ASTM B308.

B. EXTRUSIONS: ASTM B221, 6061-T6.

A. SHEET AND PLATE: ASTM B209, 6061-T6.

1. ALUMINUM:

FROM THE PLATFORM FOR SIGNS OF DAMAGE, FATIGUE, OR CORROSION.

ENGINEER OR CERTIFIED WELDING INSPECTOR SHALL INSPECT THE DRAFT TUBE LINER LUGS

9. AFTER COMPLETION OF THE INSTALLATION OF THE PLATFORM A LICENSED PROFESSIONAL

THE PLYWOOD SECTIONS OVER THE ALUMINUM GRATING.

SECTIONS "D", "E", "F", AND "G" AND SECURE USING THE LINDAPTER TYPE GF CLAMPS. INSTALL

8. INSTALL THE PERIMETER BEAMS "A" AND "C" USING THE STEEL PINS. INSTALL THE GRATING

THEN "H" AND "I" SECURING THEM USING THE LINDAPTER TYPE GF CLAMPS.

" BOLTS WITH WASHER AND NUT. INSTALL THE GRATING SECTIONS "J" AND8

3USING THE

" A325 BOLT WITH WASHER AND NUT. INSTALL THE CROSS BEAM2

1INNER BEAM USING THE

" BOLTS WITH WASHER AND NUT. SECURE THE DRAFT TUBE END OF THE8

3USING THE

BEAM OVER THE DRAFT TUBE LINER LUG. CONNECT THE INNER BEAM TO THE MAIN BEAM

INSTALL THE INNER BEAMS BY USE OF RIGGING BY INSERTING THE FAR END OF THE INNER

7. ENSURE THAT THE INNER BEAMS ARE ORIENTED CORRECTLY PRIOR TO INSTALLATION.

ALL CENTER BEAMS, PLUS ALL GRATING SECTIONS "A", "B", AND "C".

MAIN BEAM. THIS STEP CONCLUDES AFTER INSTALLATION OF BOTH PERIMETER BEAM "B" AND

" BOLTS WITH WASHER AND NUT AT THE FAR DRAFT TUBE LINER LUG FOR EACH2

1THE

INSTALL GRATING SECTIONS AS SOON AS THE REQUIRED BEAMS ARE INSTALLED. INSTALL

WORK PROGRESSES AWAY FROM THE MAN DOOR TOWARDS THE FAR PERIMETER BEAM "B".

AND PERIMETER BEAM "B" AND INSTALLING AND SECURING THE GRATING SECTIONS AS

IT USING THE LINDAPTER TYPE GF CLAMPS. CONTINUE INSTALLING THE CENTER BEAMS

" BOLTS. INSTALL THE GRATING SECTION "A" AND SECURE8

3CENTER BEAM "B" USING THE

6. INSTALL THE NEAR PERIMETER BEAM "B" USING THE STEEL PINS, AND THEN THE NEAR

NUT AT THE NEAR DRAFT TUBE LINER LUG.

" BOLTS WITH WASHER AND2

1BEAM OVER THE DRAFT TUBE LINER LUG. INSTALL THE

OF THE MAIN BEAM OVER THE DRAFT TUBE LINER LUG. INSERT THE NEAR END OF THE MAIN

INSTALL THE MAIN BEAMS BY USE OF A FLOAT OR RIGGING BY INSERTING THE FAR END

5. ENSURE THAT THE MAIN BEAMS ARE ORIENTED CORRECTLY BEFORE INSTALLATION.

SECTIONS WHICH ARE NOT COMPLETELY SECURING WITH THE CLAMPS.

PLATFORM BEAMS. INSTALL THE CLAMPS BETWEEN THE BEAMS. DO NOT STEP ON GRATING

SECTION, WITH TWO (2) INSTALLED AT EACH POINT WHERE THE GRATING INTERSECTS THE

4. A MINIMUM OF FOUR (4) LINDAPTER TYPE GF CLAMPS ARE REQUIRED FOR EACH GRATING

ENSURE THAT STEEL PINS ARE SECURED USING A COTTER PIN.

3. ENSURE THAT BOLTS ARE TIGHTENED SECURELY (SNUG TIGHT) WITH WASHER AND NUT.

OF THE DRAFT TUBE. IN THE EVENT A PIECE IS DROPPED IT CAN BE RETRIEVED BY ROPE.

2. ENSURE EACH BEAM AND GRATING SECTION IS SECURED BY ROPE TO A POINT OUTSIDE

PLATFORM FOR SIGNS OF DAMAGE, FATIGUE, OR CORROSION.

INSPECT THE VISIBLE DRAFT TUBE LINER LUGS FROM THE MAN DOOR AND THE

1. A LICENSED PROFESSIONAL ENGINEER OR CERTIFIED WELDING INSPECTOR SHALL

PERSONS SHALL BE ALLOWED ON THE PLATFORM.

PLATFORM AT ANY TIME. AFTER INSTALLATION AND INSPECTION A MAXIMUM OF FOUR

DURING INSTALLATION A MAXIMUM OF TWO PERSONS SHALL BE ALLOWED ON THE

B

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FOR BEAM END DETAIL

SEE DETAIL SHT. S-103

1.500 OD x 0.250 WALL

4" ROUND ALUMINUM TUBE,

FOR BEAM END DETAIL

SEE DETAIL SHT. S-103

SEE DETAILS SHT. S-103

BEAM BRACKET ASSEMBLY

CROSS BEAM TO INNER

SEE DETAILS SHT. S-103

BRACKET ASSEMBLY (TYP.)

INNER BEAM TO MAIN BEAM

T4.00x4.00x3.43 (TYP.)

SEE DETAILS SHT. S-103

BRACKET ASSEMBLY (TYP.)

CENTER BEAM TO MAIN BEAM

"16 112'-0

PINNING BRACKET

BRACKET

PINNING

"16 53'-6

INNER BEAM

I6x4.03 MAIN OR

"4 1PL 4x3x

FLAT PLATE

"4 1x4x2

1PL 8

END PLATE

BRACKET

PINNING

C/L TUBE

2"

(TYP)

1" R

" DIA. HOLE4

"4 1PL 4x3x

FLAT PLATE

"4 1x4x2

1PL 8

END PLATE

"8 31"4

11"8

"4 1PL 5x3x

HOOK PLATE (TYP)

4"

" (TYP)4

1L4x3x

3"

"4 1PL 4x3x

FLAT PLATE

"4 1PL 5x3x

HOOK PLATE

"4 1x4x2

1PL 8

END PLATE

BRACKET (TYP)

PINNING

INNER BEAM

I6x4.03 MAIN OR

OR INNER BEAM

I6x4.03 MAIN BEAM

4"

"4 1PL 5x3x

HOOK PLATE

"4 1PL 5x3x

HOOK PLATE

" CHAMFER2

1" CHAMFER

3"

"4

" BOLT2

1HOLE FOR

" DIA. SLOTTED16

1"

"16 1113'-5

"8 52'-42'-1""16

32'-3"16 32'-32'-1""8

52'-4

I6x4.03

"16 94'-7

"8 72'-6

I6x4.03

END BRACKET

INNER BEAM

MAIN AND

BRACKET (TYP)

BEAM END

MAIN AND INNER

I6x4.03

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PLANA1

S-102

A1

S-102

B4

S-104

F1 " = 1'-0"2

1SCALE: 1 0 6" 1' 2'

GENERAL NOTES:

D1 " = 1'-0"2

1SCALE: 1 0 6" 1' 2'

MAIN BEAM - 2 REQUIRED, 1 OPPOSITE HAND

INNER BEAM - 4 REQUIRED, 2 OPPOSITE HAND

3 FILLER

SEE NOTE 2

FILLER

SEE NOTE 2

FILLER

3FILLER

SEE NOTE 3

FILLER

SEE NOTE 3

FILLER

A1 SCALE: 6" = 1'-0" 0 3" 6""2

DETAIL

A4 SCALE: 6" = 1'-0" 0 3" 6""2

SECTION

A6 SCALE: 6" = 1'-0" 0 3" 6""2

PLAN

D8 SCALE: 6" = 1'-0" 0 3" 6""2

HOOK PLATE

D5 " = 1'-0"2

1SCALE: 1 0 6" 1' 2'

CENTER BEAM "A" - 2 REQUIRED

PER PLATE.

FILLET WELD ON OUTSIDE OF HOOK PLATE, ONE SIDE

PLATE. WELD HOOK PLATES TO END PLATE BY FULL LENGTH

FILLET WELDS ON OUSIDE OF HOOK PLATE, ONE SIDE PER

3. WELD HOOK PLATES TO FLAT PLATE BY FULL LENGTH

ON EACH SIDE OF WEB CENTERED ON WEB.

WELD ON TOP OF EACH BOTTOM FLANGE, AND 4" WELD

" FILLET2

1LENGTH FILLET WELD AT TOP FLANGE, 1

2. WELD END PLATE TO MAIN OR INNER BEAM BY FULL

AND 2 REQUIRED OPPOSITE HAND.

OPPOSITE HAND. INNER BEAM 2 REQUIRED AS SHOWN

1. MAIN BEAM 1 REQUIRED AS SHOWN AND 1 REQUIRED

ELEVATION

ELEVATION ELEVATION

A4

S-102

A6

S-102

PLAN PLAN

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"8

"16 133'-5 "16

134'-3

CENTER "A" BEAM

I6x4.03 INNER OR

C

O P

E

" COPE8

"8

" BOLT (TYP)8

3FOR

" DIA. HOLE16

" RADIUS (TYP)16

FOR BEAM END DETAIL

SEE DETAIL THIS SHT.

FOR BEAM END DETAIL

SEE DETAIL THIS SHT.

"8

1.500 OD x 0.375 WALL

ROUND ALUMINUM TUBE

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" BOLT (TYP)8

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MAIN BEAM

I6x4.03 WEB

T4.00x4.00x3.43

T4.00x4.00x3.43

OR INNER BEAM

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1.500 OD x 0.375 WALL

ROUND ALUMINUM TUBE,

(TYP)

" BOLT8

3FOR

" DIA. HOLE16

"4

1L4x3x

"2 11 "2

I6x4.03 MAIN BEAM

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" BOLT (TYP)8

HOLE FOR

" DIA.16

7C/L

T4.00x4.00x3.43

OR INNER BEAM

I6x4.03 MAIN

" BOLT (TYP)8

HOLE FOR

" DIA.16

7C/L

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IDENTIFICATION

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US Army Corps

U .S

A R

M Y C

O R

P S O

F E

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ELEVATION ELEVATION

GENERAL NOTES:

F1 " = 1'-0"2

1SCALE: 1 0 6" 1' 2'

CENTER BEAM "B" - 3 REQUIRED

F4 " = 1'-0"2

1SCALE: 1 0 6" 1' 2'

CROSS BEAM - 2 REQUIRED

3 FILLER

PLAN ELEVATION

(TYP)

D1 SCALE: 6" = 1'-0" 0 3" 6""2

PINNING BRACKET

D5 SCALE: 6" = 1'-0" 0 3" 6""2

INNER AND CENTER "A" BEAM TO MAIN BEAM BRACKET ASSEMBLY

B1 SCALE: 6" = 1'-0" 0 3" 6""2

CENTER "B" AND CROSS BEAM TO MAIN OR INNER BEAM BRACKET ASSEMBLY

(T Y

P

"4

DISTORTION RELATIVE TO THE BEAM WEBS.

ASSEMBLIES SHALL BE SQUARE TO AND WITHOUT

1. PERIMETER BEAM PINNING BRACKETS AND TEE BRACKET

PLAN PLAN

(T Y

P

(T Y

P

(TYP) (TYP)

ELEVATION PLAN CENTER "A" BEAM END

I6x4.03 INNER AND

PLANELEVATION AND CROSS BEAM END

I4x2.79 CENTER "B"

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PERIMETER BEAM

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"2

3"

PERIMETER BEAM

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HOLE

" DIA.4

3C/L

FOR BEAM END DETAIL

SEE DETAIL THIS SHT.

FOR BEAM END DETAIL

SEE DETAIL THIS SHT.

FOR BEAM END DETAIL

SEE DETAIL THIS SHT.

"16 155'-9 "16

53'-4

"16 54'-2

"2

(TYP)

" CHAMFER2

1 FOR STEEL PIN

" DIA. HOLE4

I4x2.79 I4x2.79

I4x2.79

STEEL PIPE

" SCH. 808

7" "8

STEEL TIP

5"1"

FOR COTTER PIN

" DIA. HOLE16

D

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1 1.500 OD x 0.250 WALL

4" LONG ROUND ALUMINUM TUBE

WASHER AND NUT

" U-BOLT WITH8

FLANGE FOR U-BOLT

" HOLES IN16

7DRILL

BEAM FLANGE

I6x4.03 MAIN

BEAM WEB

I6x4.03 MAIN

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U .S

A R

M Y C

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P S O

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D4

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ELEVATION ELEVATION

ELEVATION

PLAN PLAN

PLAN

B1 SCALE: 6" = 1'-0" 0 3" 6""2

STEEL PIN

F1

PERIMETER BEAM "A" - 4 REQUIRED

F5

PERIMETER BEAM "B" - 2 REQUIRED

D1

PERIMETER BEAM "C" - 2 REQUIRED

" = 1'-0"2

1SCALE: 1 0 6" 1' 2'

" = 1'-0"2

1SCALE: 1 0 6" 1' 2'

" = 1'-0"2

1SCALE: 1 0 6" 1' 2'

D4 SCALE: 6" = 1'-0" 0 3" 6""2

DETAIL

D6 SCALE: 6" = 1'-0" 0 3" 6""2

PLAN

D

IA

B4 SCALE: 6" = 1'-0" 0 3" 6""2

DETAIL

U-BOLTS REQUIRED

FLANGE. TWO (2)

THE EDGE OF THE

BE SPACED 1" FROM

NOTE: U-BOLTS SHALL

1 FLUSH

GRIND

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LINER LUG (TYP.)

DRAFT TUBE

"2 11'-10

C/L DRAFT TUBE

THIS SIDE

MAN DOOR

C/L DRAFT TUBE

DRAFT TUBE LINER

2" RADIUS

" RADIUS2

"4

" BOLT2

1FOR

" DIA. HOLE16

C/L DRAFT TUBE LINER LUG

"4 3PL 6x5x

"4

"4 3PL 6x5x

4"

" BOLT2

1FOR

" DIA. HOLE16

9C/L

C/L DRAFT TUBETHIS SIDE

MAN DOOR

" PLYWOOD (TYP)2

14'-7"

1'-6"

6"

6"

1'-6"

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IDENTIFICATION

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U .S

A R

M Y C

O R

P S O

F E

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IN

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US Army Corps

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ELEVATION - DRAFT TUBE LINER LUG

D6 SCALE: 6" = 1'-0" 0 3" 6""2

PLAN - DRAFT TUBE LINER LUG

C1 " = 1'-0"4

3SCALE: 0 1' 2' 4'

GENERAL NOTES:

PLAN - DRAFT TUBE LINER LUGS - 8 REQUIRED

SEE NOTE 5

NOTE 5

MIN, SEE

N O

T E

M

IN

S

E E

GOVERNMENT APPROVAL.

F6 AS "SEE NOTE 5" MAY BE MODIFIED SUBJECT TO

TUBE LINER LUGS. DIMENSIONS INDICATED ON DETAIL

DETERMINE THE REQUIRED DIMENSIONS OF THE DRAFT

FINAL DIMENSIONS OF THE FABRICATED PLATFORM TO

OF THE PLATFORM, THE CONTRACTOR MAY USE THE

5. IN ORDER TO ASSURE THE PROPER INSTALLATION

OF THE TWO (2) DRAFT TUBES.

EIGHT (8) EACH AS SHOWN IN THE DRAWINGS AT EACH

4. 16 DRAFT TUBE LINER LUGS ARE REQUIRED. INSTALL

" A283 STEEL PLATE.4

33. DRAFT TUBE LINER IS

-INCH.4

1BETWEEN DRAFT TUBE LINER LUGS SHALL BE

THE MAN DOOR OPENING. ELEVATION TOLERANCE

-INCH BELOW THE BOTTOM OF 2

11-INCH AND MAXIMUM 1

2. TOP OF DRAFT TUBE LINER LUGS SHALL BE MINIMUM

".8

11. RADIUS EDGES OF DRAFT TUBE LINER LUG

A6 0 4' 8'

PLAN - PLYWOOD

" = 1'-0"8

3SCALE: 2'

(FIELD VERIFY)

9.885

OPPOSITE HAND

SHOWN AND 4 REQUIRED

NOTE: 4 REQUIRED AS

"8

EL. SEE NOTE 2

MT 100%

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C/L DRAFT

" (TYP)4

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3'-0"

"16

" - 38 LOAD BARS8

13'-8

THIS SIDE

MAN DOOR

TUBE

C/L DRAFT

TUBE

C/L DRAFT

3'-0"

" (TYP)4

1L2x2x

" (TYP)4

1L2x2x

3'-0"

"16

"16

"16

" - 38 LOAD BARS8

13'-8

" - 38 LOAD BARS8

13'-8

" RADIUS2

17'-3

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IDENTIFICATION

SHEET

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U .S

A R

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3SCALE: 0 1' 2' 4'

GRATING PLAN

GENERAL NOTES:

(TYP)

E1 " = 1'-0"2

1SCALE: 1 0 6" 1' 2'

GRATING "A" - 2 REQUIRED

E4 " = 1'-0"2

1SCALE: 1 0 6" 1' 2'

GRATING "B" - 2 REQUIRED

B1 " = 1'-0"2

1SCALE: 1 0 6" 1' 2'

GRATING "C" - 2 REQUIRED

SMOOTH SURFACE AND RECTANGULAR LOAD BARS.

" TYPE P-19-SI-4,16

3"x2

12. ALUMINUM GRATING SHALL BE 1

BAR GRATING CLIPS, MINIMUM 3 EA. PER ANGLE.

" TO GRATING USING GALVANIZED4

11. ATTACH ALUMINUM L2x2x

A

B

C

A

B

C

D E F G

DEFG

H J

JI

IJ

J H

(TYP)

(TYP)

(TYP)

(TYP)

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(T Y

P

(TYP)

(TYP)

EDGE TOWARDS A

EDGE TOWARDS C

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" (TYP.)4

1L 2x2x

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17'-3

2' -0

SEE NOTE 3

" (TYP.)4

1L 2x2x

" RADIUS2

17'-3

"4 14'-1

1'-9"6"

"2 11'-10

33"

2' -0

SEE NOTE 3

" (TYP)4

1L2x2x

1'-9"

"8

1'-9"

"8

"8

" (TYP)4

1L2x2x

1'-9"

"8

" - 25 LOAD BARS16

112'-4 " - 23 LOAD BARS16

52'-2

" - 23 LOAD BARS16

52'-2

" - 23 LOAD BARS16

52'-2

" RADIUS2

17'-3

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IDENTIFICATION

SHEET

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®of Engineers

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U .S

A R

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O R

P S O

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B U

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US Army Corps

D E

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GENERAL NOTES:

D1 " = 1'-0"2

1SCALE: 1 0 6" 1' 2'

TUBE

DRAFT

TO C/L

TUBE

DRAFT

TO C/L

(TYP)

(T Y

P

D4 " = 1'-0"2

1SCALE: 1 0 6" 1' 2'

A1 " = 1'-0"2

1SCALE: 1 0 6" 1' 2'

(TYP)

(TYP)

T U

B E

D R

A F

T

T O C /L

A4 " = 1'-0"2

1SCALE: 1 0 6" 1' 2'

GRATING "J" - 4 REQUIRED

EDGE TOWARDS H

EDGE TOWARDS C

(TYP)

(TYP)

GRATING "D" AND "G" - 4 REQUIRED GRATING "E" AND "F" - 4 REQUIRED

GRATING "G"

NOTE 4 FOR

"D" SHOWN. SEE

NOTE: GRATING

GRATING "F"

NOTE 4 FOR

"E" SHOWN. SEE

NOTE: GRATING

GRATING "H" AND "I" - 4 REQUIRED

GRATING "I"

NOTE 4 FOR

"H" SHOWN. SEE

NOTE: GRATING

REQUIRED INCLUDES TWO (2) OF EACH SECTION NOTED.

SECTION IS REQUIRED OPPOSITE HAND. THE TOTAL QUANTITY

AND "I", THE NOTED SECTION IS SHOWN AND THE ADDITIONAL

4. FOR GRATING SECTION "D" AND "G", "E" AND "F", AND "H"

ANGLE ON GRATING SECTION.

" OFFSET FROM THE PERIMETER BEAM "A". CENTER8

1AND

" SHALL BE LOCATED PARALLEL TO4

13. ALUMINUM L2x2x

SMOOTH SURFACE AND RECTANGULAR LOAD BARS.

" TYPE P-19-SI-4,16

3"x2

12. ALUMINUM GRATING SHALL BE 1

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