Enclosure 5 - CPCS Machinery Pit and Anchorage Details.pdf

b2edgram Rectangle

Channel Side

Gate Recess

Side

EXISTING

MACHINERY PITS

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INSTALLATION DRAWING

HAS-11806

2021002 CATFISH POINT

A0

9/17/2021

431 2 5 6 7 8

A

2 3 54 76 8

B

C

D

E

F

A

B

C

D

E

F

Customer Reference

Drawing Description

ECN Number

Drawn By

Date Drawn

Revision

Sh t

O f

Designed

Checked

Approved

DATE DATEISSUED BY REV ISSUED BY REV

DO NOT SCALE DRAWING

THIRD ANGLE

8/31/2021

ARE DECIMAL INCH

Material (unless noted)

Dimensional Tolerances

NOTED DIMENSIONS

BREAK SHARP CORNERS

REMOVE ALL BURRS

UNLESS OTHERWISE

SAR

JLA

TLD

.XXX

FRACTIONS

REQUEST.

TLD

8/31/2021

DRY WEIGHT

TOTAL WEIGHTREXROTH CORPORATION. NEITHER DRAWING

RECIPIENT, AND MUST BE RETURNED UPON

TO ANY PARTY OTHER THAN THE AUTHORIZED

CONFIDENTIAL INFORMATION OF BOSCH

MAY NOT BE DISCLOSED IN WHOLE OR IN PART

THAN THAT FOR WHICH IT IS BEING PROVIDED,

THIS DRAWING CONTAINS PROPRIETARY AND

BE COPIED OR USED FOR ANY PURPOSE OTHER

NOR THE INFORMATION CONTAINED IN IT MAY

Bosch Rexroth Corporation DC-HD/SAL3-NA DCFR 38215-005_N_EN_2018-04-18.dwg

Model Code

2-

.005" 1/32"

.X .10"

.XX .01"

ANGLES 1/4

9/28/2021

1/8" 1/8"

CHANNEL

SIDE

CHANNEL

SIDE

6" 6" 1 3/4" 1 3/4"

FOR REFERENCE ONLY

NEW MACHINERY

IN PITS

NEW MACHINERY

ANCHOR BOLT PATTERN

NEW MACHINERY

ANCHOR SYSTEM

1 2

D

C

B

A

SKIN---

PL�

CONTINUOUS PL 3/8"x5"

WI 3/8" STIFFENERS

@ 1'-0" O.C.

5/16"

S-501 co

3 1/2 "

TYP ALL STIFFENER

CONNECTIONS

R 1 1/2"

DETAIL

SCALE: 3" = 1'-0"

CONTINUOUS

PL 1/2"X5"

S-101V1

S-101V2 3

5"

CONTINUOUS

PL 1/2"X4"

DIAGONAL STRUT

CONSTRUCTION

SCALE: 3" = 1 '-0"

PL GIRDER

WEB FCM

VERTICAL WT RIB-�

WHERE OCCURS

S-503

TOP OF GATE EL 3.3'

SKIN PLATE

I

I

I

PRIMER ONLY (NO EPOXY)

BETWEEN FAYING SURFACES

___________ L_ I

I

I

I

· -ct_ RACK EL 2.3'

STEEL BAND

PL 3/4"X12"

STEEL BAND

TO SKIN PL

DETAIL - RACK CONNECTION

SCALE: 3" = 1 '-0"

WF MEMBER

R 1 1/2" TYP

5/8" STIFFENER

PL TYP UNO SEE

NOTE 1 & 2

ELEVATION - TYPICAL WEB

STIFFENER ASSEMBLY

SCALE: 3" = 1 '-0"

NOTES:

1. ALL WEB STIFFENERS TO BE CUT TO EXACTLY MATCH BEAM

SECTION. MILL TO BEAR.

2. REFER TO GENERAL NOTES FOR MILL TO BEAR REQUIREMENTS.

I.Ml US Army Corps of Engineers®

NEW ORLEANS DISTRICT

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SHEET

IDENTIFICATION

S-505

VOLUME 1

S

T E

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B A

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P L

T H

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/4

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-0

CHANGES TO RACK PLATE

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