A.01.13_Drawings-_M-101.pdf

PDF 2 MB Posted

Attached to
Bluestone Lake New Crest Gate Brakes Federal contract opportunity
Solicitation number
W91237-18-T-0084
Issued by
Department of the Army Corps of Engineers Engineering District Huntington

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A.07.23_Solicitation-_W9123718T0084_Amended.pdf PDF
A.01.38_SOW.pdf PDF
A.01.13_Drawings-_R-001.pdf PDF
A.07.23_Solicitation.pdf PDF

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Text version

D E E P

10" 15"

.5

5.25"

HOIST WIRE ROPE

I-BEAM - NOTE CLOSE PROXIMITY TO BRAKE ENCLOSURE

(SEE NOTE 2)

8" BRAKE WHEEL

PASSAGE

HOLE FOR SHAFT

BOLTS AS BRAKE

USING SAME MOUNTING

ENCLOSURE MUST MOUNT

(SEE NOTE 3)

EXISTING ENCLOSURE

BRAKE ENCLOSURE

ENTER HERE

CONDUIT TO

BACK OF ENCLOSURE

ENTERIONG THRU

EXISTING CONDUIT

CHANNEL

BRAKE MTG.

SHIMS (SEE NOTE 6)

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M-101

MOTOR

EXISTING ELECTRIC

SCALE: N.T.S.

SCALE: N.T.S.

1.

EXISTING BRAKE NAME PLATE

(SEE NOTE 6)

3.

PLAN VIEW - EXISTING BRAKE

ELEVATION VIEW - EXISTING BRAKE

4.ALL BRAKES ARE ORIENTED AS SHOWN.

CONCEPTUAL DETAIL

NEW REMOVABLE ENCLOSURE

2.

5.

NOTES

THE GOVERNMENT.

MAGNETEK # 121432 OBW ROUGH BORE BRAKE WHEELS OR EQUAL. FINAL BORING & KEYING OF THE WHEELS SHALL BE PERFORMED BY

CONTRACTOR SHALL PROVIDE NEW BRAKE WHEELS WITH EACH NEW BRAKE. THE WHEELS ARE TO BE 8" OD x 4.25" WIDE & SHALL BE

FOR REFERENCE ONLY & SHOULD BE FIELD VERIFIED.

NOTE: ALL INTERNAL ENCLOSURE DIMENSIONS ARE

ALL BRAKES ARE OF THIS ORIENTATION

EXISTING BRAKE - COVER REMOVED

B R

A K

E S

TYPICAL ALL BRAKES

MOTOR, 1660 RPM

EXISTING 10 HP ELECTRIC

VISIT IS TO BE COORDINATED WITH THE GOVERNMENT.

THE CONTRACTOR SHALL MAKE A SITE VISIT TO VERIFY ALL CRITICAL DIMENSIONS FOR BRAKE MOUNTING & ENCLOSURE DESIGN. THIS

S

N O

T E

THAT THAT THE APPROPRIATE SHIMS ARE PROVIDED WITH THE BRAKES.

MANUFACTURER'S DRAWINGS HAS BEEN SHOWN. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE DIMESNION & ENSURING

BRAKES. THE DISTANCE FROM THE BRAKE MTG CHANNEL TO THE CENTERLINE OF THE SHAFT AS SHOWN ON THE ORIGINAL EQUIPMENT

EXISTING BRAKES ARE MOUNTED ON SHIMS TO OBTAIN CORRECT HEIGHT. THE CONTRACTOR SHALL SUPPLY REQUIRED SHIMS WITH

BRAKE WHEEL. THE NEW BRAKE COVERS MUST ALSO BE OF A SIMILAR DESIGN. REFER TO DRAWING DETAIL FOR MORE INFORMATION.

EXISTING BRAKE ENCLOSURES ARE DESIGNED SUCH THAT THE COVER CAN BE REMOVED BY PULLING IN THE AXIAL DIRECTION OF THE

SPECIFCATIONS FOR BRAKE DETAILS & QUANTITIES TO BE DELIVERED.

RANGE THAT HAS A MINIMUM SETTING OF 60 LB-FT & A MAXIMUM TORQUE CAPACITY OF AT LEAST 140 LB-FT. REFER TO THE CONTRACT

THE TORQUE RANGE OF THE EXISTING BRAKES IS 60-160 LB-FT. THE REPLACEMENT BRAKES MUST HAVE A TORQUE

ALL BRAKES ARE TO HAVE THE ACTUATORS TO THE RIGHT OF THE WHEEL AS SHOWN ON THE EXISTING BRAKE.

EXISTING GE BRAKES ARE TO BE REPLACED WITH A MAGNETEK CAT#8MSTE-0155-MA-Ed23/5-DG-230/460/3/60 HZ OR EQUAL.

6.

THEIR SITE VISIT.

ALLIGN WITH EXISTING MOTOR PROPERLY. THE CONTRACTOR SHOULD TAKE MEASUREMENTS AS REQUIRED DURING

THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL SHIMMING THAT IS REQUIRED TO ENSURE THAT NEW BRAKES

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IDENTIFICATION

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SHEET OF

®of Engineers

US Army Corps

Los Angeles District

M-101
References
Top, PW_WORKDIR:dms78069
M-BLN-001.dgn, Mechanical Details
Design Model, PW_WORKDIR:dms83764
G-BSAD_4.dgn
2018-05-08T12:15:12-0400
CANTERBURY.RICHARD.G.1229751774

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