AMD 0005_P-870_Specifications.pdf

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Bumpers; G

SD-05 Design Data

Load and Sizing Calculations; G

SD-06 Test Reports

Hook Proof Test; G

Hook Non-Destructive Test (NDT); G

Post-Erection Inspection; G

Operational Tests; G

Hook Tram Measurement; G

Load Tests; G

Bolt Testing Reports; G

Non-Destructive Test For Welds; G

Crane Operational Test Plans; G

Crane Load Test Plans; G

Crane Rated Load Test Letter; G

SD-07 Certificates

Load Chain; G

Hazardous Material; G

Brake Adjustment Record; G

Compliance with all Listed Standards; G

Monorail System; G

Overload Test Certificate; G

SD-10 Operation and Maintenance Data

Operation and Maintenance Manuals; G

1.6 QUALITY ASSURANCE

1.6.1 Manufacturer Qualification

Monorail System, including sub-system components manufactured by vendors, must be designed and manufactured by a company with a minimum of 10 years of specialized experience in designing and manufacturing the type o f

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Monorail Track System; G

Painting System; G

AMENDMENT 0005 - 29 APRIL 2024

contain hazardous material including asbestos, lead, cadmium, chromium, PCBs, or elemental mercury. Products required for the designing and manufacturing of cranes must not contain the prohibited materials.

c. Submit a Certificate of the Brake Adjustment Record. Provide a brake adjustment record and installation/maintenance manuals for each brake on the crane. Each brake measurement must have a tolerance traceable to the associated brake manual or documentation provided by the brake manufacturer, location of measurements, and the actual brake setting (min/max). Changes made to settings of the brake, at any time, will void the record.

d. Submit a certificate stating that the hoist, hook, and trolley system design and fabrication is in compliance with all listed standards.

e. Submit a Monorail System Certificate stating that the new crane will operate properly on the monorail track. For monorail tracks provided by the Contractor, include statement certifying monorails have been aligned in accordance with CMAA 74 or MHI MH27.1, as applicable. If monorail(s) are existing and if the crane(s) cannot operate without restriction, the Contractor must indicate crane limitations.

f. Submit an Overload Test Certificate stating that the crane can be periodically load tested to 125 percent (plus 0 minus 5 percent) of rated load.

1.6.6 Welding Qualifications and Procedure

Welding must be in accordance with qualified procedures using AWS D14.1/D14.1M as modified. Written welding procedures must specify the Contractor's standard dimensional tolerances for deviation from camber and sweep and not exceed those specified in AWS D14.1/D14.1M , MHI MH27.1 , and CMAA 74 as applicable. Welders and welding operators must be qualified in accordance with AWS D1.1/D1.1M or AWS D14.1/D14.1M . Weld inspectors for non-destructive examination of welds shall be certified in accordance with

ASNT SNT-TC-1A .

1.7 CRANE SAFETY

Comply with the mandatory and advisory safety requirements of NFPA 70 , ASME B30.10 , ASME B30.16 , ASME B30.17 , ASME HST-2, 29 CFR 1910.306 , and all applicable provisions of 29 CFR 1910 .

PART 2 PRODUCTS

2.1 MATERIALS

2.1.1 General

Provide materials and equipment which are standard products of manufacturers regularly engaged in the fabrication of complete and totally functional cranes including necessary ancillary equipment. Material will be free from defects and imperfections that might affect the serviceability and appearance of the finished product. All materia l must be new and unused.

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equivalent to one and a half times the hoist rated load divided by the number of chain parts supporting the load. Certification must be traceable to the crane and hoist.

b. Submit a Hazardous Material Certificate that the crane does not

FY24 MCON P-870 9TH ENGINEERING SUPPORT BATTALION (ESB) TRAINING COMPLEX

US NAVSUPPACT, MARINE CORPS BASE GUAM

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 51 OF 52 PAGES

P-870 9TH ENGINEERING SUPPORT BATTALION TRAINING COMPLEX

41 22 23.19 2.2.3 GEnd Stops

2.2.2 GMonorail Track System

2.4 GPainting System

2.3.3.2 GBumpers

SD-05 Design Data

1.6.4 GLoad and Sizing Calculations

SD-06 Test Reports

1.6.2.2 GHook Proof Test

1.6.2.1.1 GHook Non-Destructive Test (NDT)

3.4.1 GPost-Erection Inspection

3.4.2 GOperational Tests

3.4.4 GHook Tram Measurement

3.4.5 GLoad Tests

2.2.1 GBolt Testing Reports

2.2.1 GNon-Destructive Test For Welds

3.4.2 GCrane Operational Test Plans

3.4.5 GCrane Load Test Plans

3.4.5.1 GCrane Rated Load Test Letter

SD-07 Certificates

1.6.5 GLoad Chain

1.6.5 GHazardous Material

1.6.5 GBrake Adjustment Record

1.6.5 GCompliance with all Listed

Standards

1.6.5 GMonorail System

1.6.5 GOverload Test Certificate

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

SCHEDULE DATES

CONTRACTOR

ACTION

APPROVING AUTHORITY

A C T I V I T Y

N O

T R A N S M I T T A L

N O

S P E C

S E C T

DESCRIPTION

ITEM SUBMITTED

P A R A G R A P H

C L A S S I F I C A T I O N

G O V T

O R

A E

R E V W

R SUBMIT

APPROVAL

NEEDED

BY

MATERIAL

NEEDED

BY

A C T I O N

C O D E

DATE

OF

ACTION

DATE FWD

TO APPR

AUTH/

DATE RCD

FROM

CONTR

DATE FWD

TO OTHER

REVIEWER

DATE RCD

FROM OTH

REVIEWER

A C T I O N

C O D E

DATE

OF

ACTION

MAILED

TO

CONTR/

DATE RCD

FRM APPR

AUTH REMARKS

(a) (b) (c) (d) (e) (f) (g) (h) (i) (j) (k) (l) (m) (n) (o) (p) (q) (r)

AMENDMENT 0005 - 29 APRIL 2024