WTD036470P- PLANS AND DRAWINGS - 22 July 2021 -BLDG 19467 Overhead Crane Hoist W911SG21B0002.pdf

DESIGNED

CHIEF, ENGINEERING DIVISION

DATE

APPROVED

RECOMMENDED

BRANCH CHIEF

SUBMITTED

PROJECT MANAGER

CHECKED

DRAWN BY

NO. DATE

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ANSI D

DRAWING TITLE

WHITE SANDS MISSILE RANGE, NEW MEXICO

DIRECTORATE OF PUBLIC WORKS

ENGINEERING SERVICES DIVISION

CESAR LIMON

C.LIMON

RAFAEL H. ACOSTA

BUILDING 19467 OVERHEAD BRIDGE CRANE OF 10 TONS AND

WS-19467-2021-G-G1-01

COVER SHEET

BUILDING 19467

1 04

W H

I T E

S ANDS MIS S I LE

RA

N

G E

B I RTHPLACE

OF

AMERI CA' S MI SSI LE & SPACE

AC

TI

V

IT

Y

LUCIANO RIGALES

CONCURRENCES

Note: Signatures affixed on this sheet indicate official recommendation and approval of all the drawings in this set as indexed on this sheet

Safety

Security

Department

Environmental

Force Protection

Management

Maintenance

Customer 1

Customer 2

DPW

Information

Anti-Terrorism

Fire

Physical

Garrison

Operations &

07/21/21

5 TON HOIST INSTALLATION

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WHITE SANDS MISSILE RANGE, NEW MEXICO

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DIRECTORATE OF PUBLIC WORKS

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ENGINEERING DIVISION

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ISSUED FOR CONSTRCUTION

SHEET INDEX

DRAWING NUMBER TITLE

WS-19467-2021-G-G1-01 BUILDING 19467 COVER SHEET

WS-19467-2021-G-G1-02 BUILDING 19467 INDEX SHEET/LOCATION MAP

WS-19467-2021-W-FP-03 BUILDING 19467 CRANE LAYOUT

WS-19467-2021-E-04 BUILDING 19467 ELECTRICAL LAYOUT FOR CRANE

DESIGNED

CHIEF, ENGINEERING DIVISION

DATE

APPROVED

RECOMMENDED

BRANCH CHIEF

SUBMITTED

PROJECT MANAGER

CHECKED

DRAWN BY

NO. DATE

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DRAWING TITLE

WHITE SANDS MISSILE RANGE, NEW MEXICO

DIRECTORATE OF PUBLIC WORKS

ENGINEERING SERVICES DIVISION

CESAR LIMON

C.LIMON

RAFAEL H. ACOSTA

WS-19467-2021-G-G1-02

INDEX SHEET/LOCATION MAP

BUILDING 19467

2 04

PROJECT LOCATION BUILDING 19467

LAS CRUCES GATE

LUCIANO RIGALES

07/21/21

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' 6

6'

" 2'

' 0

44' 0"

C L

12"

ROOF

SCALE: 14" = 1' 0"

SECTION

SCALE: 3/8" = 1' 0"

EXISTING LONG

WALL SHOWN

DOTTED

EXISTING FLOOR

EXISTING WALL

METAL WALL BETWEEN

RAILS

12' X 10' SWING

DOOR W/HV

EXISTING LONG WALL

SHOWN DOTTED

EXISTING BRIDGE CRANE

DESIGNED

CHIEF, ENGINEERING DIVISION

DATE

APPROVED

RECOMMENDED

BRANCH CHIEF

SUBMITTED

PROJECT MANAGER

CHECKED

DRAWN BY

NO. DATE

DRAWING NUMBER

SCALE

SHEET OF

SHEET

DESCRIPTION

REVISIONS

APPROVEDBY

SHEET SIZE

WHITE SANDS MISSILE RANGE, NEW MEXICO

DIRECTORATE OF PUBLIC WORKS

ENGINEERING SERVICES DIVISION

DRAWING TITLE

ANSI D

CESAR M. LIMON

C.LIMON

LUCIANO RIGALES

RAFAEL ACOSTA

3 04

KEY NOTES:

WS-19467-2021-FP-03

CONTRACTOR SHALL REMOVE THE 8 TON BRIDGE

CRANE WITH TWO EXISTING HOIST WITH TROLLEYS,

AND INSTALL THE FOLLOWING NEW EQUIPMENT:

· A NEW 1-5 TON CAPACITY HOIST TWO SPEED

WITH TROLLEYS, TWO SPEED

· 10 TON CAPACITY BRIDGE CRANE

· 3 PHASE, 460 V

· DRIVE SHAFT

· A HANDHELD CONTROL BOX

· CHAINS, AND GEARS USED TO MOVE BEAM ON

RAILS

THIS NEW CRANE BRIDGE AND HOIST SHALL MEET

OSHA/ANSI AND CMAA 70 GUIDELINES AND

REGULATIONS FOR OVERHEAD CRANES AND HOISTS

EXPLOSION PROOF CLASS 1, DIVISION 2 (ZONE 2).

CONTRACTOR SHALL DISPOSE OF TWO EXISTING

HOIST AND 8 TON BRIDGE CRANE ALONG WITH

ASSOCIATED HARDWARE BY HAULING IT TO THE

WSMR SCRAP YARD LOCATED AT WATERTOWN

ROAD HEADING EAST ON FAREWELL BOULEVARD

AND CONTACT MR. BENNY FLORES AT (575) 640-8522.

THE WSMR SCRAP YARD HOURS OF OPERATION

ARE MONDAY THRU FRIDAY FROM 7:30 AM TO 11:30

AM AND 12:30 PM TO 2:30 PM. EXISTING CRANE

HOIST ONCE THEY ARE REMOVED, CONTRACTOR

SHALL INSTALL NEW HORIZONTAL STOPS, PAINT AS

LISTED IN IL-HDBK-1038 SECTION 4.3.6.41, AND

RE-LABEL EXISTING BEAM AND RAILS. THE

CONTRACTOR SHALL CONDUCT THE NECESSARY

SYSTEM LOAD TEST TO CERTIFY THE NEW CRANE

HOIST AND PROVIDE A COPY OF THE TEST RESULTS

WITH THE CERTIFICATION TO THE COR. NEW CRANE

HOIST SHALL MATCH EXISTING CLEARANCES.

BUILDING 19467

CRANE LAYOUT

1. THIS PROJECT IS TO BE DONE IN BUILDING 19467. IT IS

THE CONTRACTORS RESPONSIBILITY TO PERFORM

ABATEMENT AS SPECIFIED IN THE STATEMENT OF

WORK.

2. THE CONTRACTOR SHALL KEEP THE WORK AREA CLEAR

OF ANY CONSTRUCTION DEBRIS AT ALL TIMES AND TO

PUT A TEMPORARY FENCE DIMENSIONS 6 FT H X 15 FT

W X 20 FT L TO KEEP NON CONSTRUCTION PERSONAL

FROM GOING INTO BUILDING 19467 WHILE

CONSTRUCTION IS ON GOING. ALL DEBRIS GENERATED

BY THIS PROJECT SHALL BE PROPERLY DISPOSED OF

OFF POST.

3. ALL WORK SHALL BE PERFORMED IN ACCORDANCE

WITH ALL APPLICABLE FEDERAL, STATE, AND

LOCAL REQUIREMENTS.

4. THE TWO OVERHEAD HOIST AND 10 TON BRIDGE CRANE

SHALL BE MANUFACTURED. THE HOOK FOR THE HOIST

SHALL BE FABRICATED OF CORROSION

RESISTANT STEEL FOR USE IN HAZARDOUS

ENVIRONMENTS (EXPLOSIVES) LISTED IN THE UFC

3-320-07N MIL-HDBK-1038 SECTION 4.3.6.19 HOOKS.

CONTRACTOR SHALL SUBMIT SET OF SHOP DRAWINGS

WITH THE STAMP OF A REGISTERED ENGINEER OF ANY

STATE OF THE US WITH A CURRENT LICENSE AS LISTED

IN MIL-HDBK-1038 SECTION 7.1.1 DESIGN

RESPONSIBILITY. CONTRACTOR SHALL

CONSIDER THE STRUCTURAL DESIGN LOADS THAT

INCLUDE THE DEAD LOAD AND RATED LOAD AS LISTED

IN MIL-HDBK-1038 SECTION 5.1.1 STRUCTURAL DESIGN

LOAD, 5.1.1.1 DEAD LOAD, AND 5.1.1.2 RATED LOAD.

5. CONTRACTOR SHALL PROVIDE THE GOVERNMENT

THE CERTIFICATES LISTED IN MIL-HDBK-1038

SECTION CERTIFICATES 7.6 a, b, c, d, e, f, g, i and l WHEN

THE CONSTRUCTION IS FINISHED AND NEW CRANE

HOIST IS OPERATIONAL.

6. BUILDING 19467 PERSONAL MR. TOM ESTES OR MR

MIGUEL TORRES SHALL NOTIFY COR A WEEK IN

ADVANCE TO INFORM THE CONTRACTOR IF THEY WILL

BE DELAYED TO NOT COME A DAY OF THE WEEK DUE

TO THE FORECASTED TESTING SCHEDULE OR

SECURITY REASONS.

7. CONTRACTOR SHALL COMPLY AND FOLLOW THE FIRE

PREVENTION GUIDE FOR CIVILIAN CONTRACTORS

WITH THE HOT WORK PERMIT FOR ANY WELDING

DURING THE CONSTRUCTION AT WSMR LISTED IN

SOW SECTION 3.12 HOT WORK PERMITS ALONG WITH

THE EMERGENCY REPORTING PROCEDURES. ENSURE

THAT PROPER FIRE EXTINGUISHERS OR FIRE

BLANKETS ARE ON HAND WHEN PERFORMING HOT

WORK OPERATIONS. ALL EQUIPMENT BEING USED

FOR HOT WORK OPERATIONS MUST BE IN PROPER

OPERATING CONDITION AND POSE NO POTENTIAL FOR

FIRE OR HAZARDS. CALL (575) 678-1234 FOR ANY

EMERGENCIES AND REPORT ANY ACCIDENTAL FIRES.

GENERAL NOTES

NOTES:

THE EAST AND WEST HOIST MANUFACTURE AND

CAPACITY INFORMATION BELOW.

1) HOIST MANUFACTURE: N/A

S/N: 7Q760

HOIST CAPACITY: 1-TON

CRANE CAPACITY: 2-TON

TYPE: MONORAIL

VOLTAGE: 208V/3/60 HZ

2) CRANE MANUFACTURE: CHECO

HOIST MANUFACTURE: DETROIT

S/N: 24386E

HOIST CAPACITY: 4-TON

CRANE CAPACITY: 8-TON

TYPE: SGTRUH

VOLTAGE: 460 V/3/60 HZ

CONTRACTOR SHALL COORDINATE WITH THE COR TO INFORM

THE BUILDING TENANT TO MOVE ANY OF THEIR PROPERTY

WITHIN 3 DAYS IN ADVANCE FOR WORK WILL BEGIN.

07/21/21

1 7/21/2019 REVISION DONE TO RESPOND TO RFI QUESTION #1 AND #2. CML

2 7/21/2019 CML

THIS SENTENCE WAS ADDED TO CLARIFY TO THE CONTRACTOR

THIS SENTENCE WAS ADDED TO CLARIFY TO THE CONTRACTOR.

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ELECTRICAL LEGEND

DISTRIBUTION PANEL

SAFETY FUSE DISCONNECT SWITCH

DESIGNED

CHIEF, ENGINEERING DIVISION

DATE

APPROVED

RECOMMENDED

BRANCH CHIEF

SUBMITTED

PROJECT MANAGER

CHECKED

DRAWN BY

NO. DATE

DRAWING NUMBER

SCALE

SHEET OF

SHEET

DESCRIPTION

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SHEET SIZE

NTS

WHITE SANDS MISSILE RANGE, NEW MEXICO

DIRECTORATE OF PUBLIC WORKS

ENGINEERING SERVICES DIVISION

DRAWING TITLE

WS-19467-2020-E-04

07/21/21 ANSI D

CESAR M. LIMON

C.LIMON

LUCIANO RIGALES

RAFAEL ACOSTA

4 04

KEY NOTES:

3BAY 4

BLDG 19467

BUILDING 19467

ELECTRICAL LAYOUT FOR

CRANE

PANEL D-3 PHASE, 208 / 120 V, THE WEST CRANE

CIRCUIT BREAKER #8-60 AMP, 3 POLE, WHERE THE

EXISTING WIRE SHALL BE REMOVED. CIRCUIT

BREAKER #8 SHALL REMAIN IN THE PANEL ON

"OFF" POSITION.

PANEL A-3 PHASE, 480 / 277 V, THE EAST CRANE

CIRCUIT BREAKER #18-60 AMP (GOVERNMENT

SHALL SALVAGE CIRCUIT BREAKER ) , 3 POLE,

SHALL BE REPLACED WITH A 150 AMP (SIZED

ACCORDING TO NEC 2020 610.42 (A), NEMA 7), 3

POLE BREAKER, AND MOLDED CASE

TO POWER A 460 V, 3 PHASE, 40 HP INDUCTION

MOTOR, AND CONTRACTOR SHALL REMOVE 125

FEET LONG OF BOTH EXISTING WIRE AND CONDUIT

AND RUN BOTH 90 FEET OF NEW CONDUCTORS

# 1 / 0 AWG (#6 AWG EQUIPMENT GROUND WIRE) ,

THHN, COPPER STRANDED, 600 V RATED AND 2"

RIGID CONDUIT.

REMOVE AND INSTALL 1 WALL MOUNTED HEAVY

DUTY FUSE EXPLOSION PROOF DISCONNECT

SWITCH NEMA 4, 7, AND 9, 200 AMP, 600 VOLT, 3

POLE, WITH 3-150 AMP DUAL ELEMENT TIME DELAY

FUSES (3 TOTAL).

AMPLIFIER

ROOM

NOTES:

ALL ELECTRICAL AND MECHANICAL INSTALLATION SHALL COMPLY IN

ACCORDANCE WITH THE NEC 2020 ARTICLE 250, 500, 610, 610-III, 610-VI,

430.112 EX, 610-IV, 668.32, 400.10(A)(5), 250.22(1), 250.112(E), 250.116(1),

610-VII, 503.155, 610.3A, 430.112 EX, 610.14(G), 610-V, 610.53, 610-II, AND

UFC 3-320-07NMIL-HDBK-1038 SECTION 6.3 HAZARDOUS (EXPLOSIVE)

ENVIRONMENT, AND SECTION 6.5 ORDANANCE/EXPLOSIVE HANDLING

AND NFPA 70 (CMAA 70) SERVICE CLASSIFICATION CLASS D

(HEAVY-DUTY) FOR HANDLING ORDNANCE/EXPLOSIVES. ALL NEW

CONDUIT SHALL BE RIGID CONDUIT SHALL BE SURFACE MOUNTED OR

INSIDE WALLS, ABOVE CEILING. CONCEAL MOST OF THE CONDUIT

ABOVE AND BELOW CEILINGS WHEREVER POSSIBLE AND TIGHTEN ALL

CONDUIT SECURE. EXPOSURE OF CONDUIT IS ALLOWED IN AREAS

WHERE IS OPEN CEILING OR CMU WALLS. SEAL ALL PENETRATIONS

AND IF NECESSARY APPLY PAINT AS NEEDED WHERE AREAS ARE

SCRATCHED ON THE WALL RESULTING FROM THE WORK THAT IS BEING

PERFORMED. ALL NEW CONDUCTORS SHALL BE 600 VOLT, THHN, AND

COPPER STRANDED FOR ALL THE CIRCUITS TO INCLUDE GROUNDS.

CONDUIT SHALL BE SURFACE MOUNTED OR INSIDE WALLS, ABOVE

CEILING. CONTRACTOR SHALL VERIFY THE PHASES OF THE THREE

PHASE 460 V MOTOR IS CLOCKWISE ONCE THE WIRING IS FINISHED.

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