part_3 RFP B178 HDSS REV 20200717.pdf

High Density Storage System PNS-B178 Work Order Number Portsmouth Naval Shipyard, Kittery, Maine

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Part 3 Statement of Work / Project Program

Table of Contents

CHAPTERS

1. PROJECT DESCRIPTION

2. PROJECT OBJECTIVES

3. SITE ANALYSIS

4. BUILDING REQUIREMENT

5. ROOM REQUIREMENTS

6. ENGINEERING SYSTEMS REQUIREMENTS

A10 Foundations A20 Basement Construction NOT USED B10 Superstructure B20 Exterior Closure NOT USED B30 Roofing NOT USED C10 Interior Construction C20 Stairs NOT USED C30 Interior Finishes D10 Conveying Systems NOT USED D20 Plumbing NOT USED

D30 HVAC NOT USED

D40 Fire Protection Systems D50 Electrical Power and Lighting E10 Equipment E20 Furnishings NOT USED F10 Special Construction NOT USED F20 Selective Building Demolition G10 Site Preparations NOT USED G20 Site Improvements NOT USED G30 Site Mechanical Utilities NOT USED G40 Site Electrical Utilities NOT USED

1.0 PROJECT DESCRIPTION BUILDING 178 BAY 2, North End, And South End – Prepared

Design/Engineering Documents, Procure and Install high-density storage system equipment (Narrow Aisle Rack and Lift Truck Retrieval Systems to optimize storage in these areas). From the existing building systems provide utilities for power, fire suppression, fire alram, and any required building structural modifications for the equipment to meet the UFC, pertaining codes, and equipment manufactures requirements. Existing concrete floor and trenches will need to be repaired and/or modified to meet the flatness requirements of the storage system lift trucks.

Remove the existing stacker and supporting utilities on the north end of Bay 2 to the extent needed to support the installation of the proposed equipment and storage systems.

OPTION 01: Price Design, Procure, Installation, and provide utilities for a fire suppression pump “fire pump” if determined to be required by the designer of record to support the requirements of the rack systems to be procured and installed. Include fire alarm modifications, electrical utilities, concrete floor modifications and other modifications and proposed work to meet the requirements of the system if required.

robert.westhelle Typewritten Text

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2.0 PROJECT OBJECTIVES

2.2 SUSTAINABLE DESIGN

Design and construct project per sustainability requirements identified in Section 01 33 29.05 20, Sustainability Reporting for Design-Build. Additional specific sustainability requirements are found in this document.

2.3 STORMWATER MANAGMENT - LOW IMPACT DEVELOPMENT

(LID) – NA

2.4 CYBERSECURITY

All control systems (including systems separate from an energy management control system) must be designed, acquired, and executed in accordance with DoD Instruction 8500.01, DoD Instruction 8510.01, and as required by individual Facilities Engineering Command (FEC) or installation implementation policy.

Incorporate ICS Security Controls located in NIST 800-82, Appendix G, Table G-1.

3.0 SITE ANALYSIS - NA

4.0 BUILDING REQUIREMENTS - NA

5.0 ROOM REQUIREMENTS - NA

6.0 ENGINEERING SYSTEMS REQUIREMENTS (ESR)

A10 Foundations A20 Basement Construction B10 Superstructure B20 Exterior Closure B30 Roofing C10 Interior Construction C20 Stairs C30 Interior Finishes D10 Conveying Systems D20 Plumbing

D30 HVAC

D40 Fire Protection Systems D50 Electrical Power and Lighting E10 Equipment E20 Furnishings F10 Special Construction F20 Selective Building Demo G10 Site Preparations G20 Site Improvements G30 Site Civil/Mechanical Utilities

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G40 Site Electrical Utilities

A10 FOUNDATION

Existing soil, rock, and floor conditions are generally described by the included record drawings, SW‐60‐189, and 178‐10‐323 (See Part 6 of the RFP). Note, the actual field conditions could vary from these records. It is the contractor’s responsibility to confirm any conditions that are relevant to the contractor’s design.

A20 BASEMENT CONSTRUCTION - NA

B10 SUPERSTRUCTURE

The structural design of the stacking storage system including the system itself and its connection to the building must meet the provisions of IBC 2018, ASCE 7‐16 as modified by the DoD Building Code, UFC 1‐200‐01. In addition, the stacking storage system must meet the design requirements of

ANSI/RMI MH16.1. Where conflicts occur between these documents, the order of precedence between these documents is a follows: UFC 1‐200‐01 will govern, followed by IBC 2018, followed by

ASCE 7‐16, followed by ANSI/RMI MH16.1.

The Government has no objection to the contractor connecting the stacking storage system into the existing building columns or anchoring the stacking storage system into the existing floor (or a combination thereof) provided that the contractor’s Designer Of Record can show that such a connection will not cause the building to have unsatisfactory performance during wind or seismic events, and provided the connections do not prevent the building or other existing components within the building from functioning as they did prior to the stacker installation.

B20 EXTERIOR ENCLOSURE - NA

B30 ROOFING - NA

C10 INTERIOR CONSTRUCTION - NA

C30 INTERIOR FINISHES

C3020 FLOOR FINISHES

Existing slab is to be the finished floor. This floor must be leveled as necessary to meet the fork truck manufacturer flatness requirements. Some information regarding existing floor flatness has been provided as an aid in bidding, however it is the contractor’s responsibility to perform any needed survey’s, measurements or remediation to ensure the floor flatness meets the chosen fork truck manufacturer’s flatness requirements. These flatness requirements must be met in all areas of fork truck travel as defined on the contract drawings.

Floor Repair: Based on a review of existing conditions, it is anticipated that some localized

SMALL PROJECT TEMPLATE - PART 3 STATEMENT OF WORK / PROJECT PROGRAM - Page 4 concrete floor repair will be required in order to fix spalling or cracked floor. Contractor to anticipate the need to provide 250 sq. ft. of localized floor repair which must be done in a way that meets the flatness requirements discussed above when applicable. For areas outside of the defined area of fork truck travel the repairs must be made such they are flush with the existing floor surface using industry practices for level concrete surfaces. Floor repairs must be made in a way so as to prevent tripping hazards from occurring as a result of the floor repairs.

C3040 INTERIOR COATINGS AND SPECIAL FINISHES - NA

D10 CONVEYING SYSTEMS - NA

D20 PLUMBING - NA

D30 HVAC - NA

D40 FIRE PROTECTION SYSTEMS

D4010 FIRE ALARM AND DETECTION SYSTEMS

Existing fire alarm is a Simplex 4100 addressable fire alarm system.

Provide audio/visual Notification Appliances and circuit wiring as required based on ABA consideration for hearing impaired individuals and equipment layout.

Provide initiation circuits from ASRS system as required per equipment manufacturer’s criteria.

Provide auxiliary control circuits as required by manufacturer from the FACP. (Ex., Automatic equipment shutdown or equipment recall.)

D4020 FIRE SUPPRESSION WATER SUPPLY AND EQUIPMENT

Provide fire protection design and engineering services in accordance with UFC 3-600-01 (Fire

Protection Engineering for Facilities), and UFC 3-601-02 (Operation and Maintenance:

Inspection, Testing, and Maintenance of Fire Protection Systems), as well as all other applicable National Fire Protection Association codes/standards not covered by these references. Provide Sprinkler Protection for the Bldg 178 High Rack Stacker in accordance with NFPA 13 for rack storage for Class IV; unencapsulated commodities stored over 25 feet. Modification of the ceiling level sprinklers will be necessary to comply with the storage requirements of NFPA 13. Locate system risers within weather-protected spaces. Provide hydraulic calculations for the hydraulically most remote area; calculations must account for the flow and pressure demands at each discharge node leading to the system demand at point of connection to available water supply. Fire and life safety requirements must be considered and addressed for facility design.

Confirmation of the fire protection scope must be obtained from the NAVFAC Fire Protection Engineer prior to submitting a fee proposal.

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a) Projects that require specifications in Division 21 and/or Division 28 fire alarm/mass notification systems of the UFGS and projects defined by UFC 3-600-01 as a “Major Project” must have a qualified fire protection engineer (QFPE) responsible for the associated design services. The QFPE is responsible for preparing the fire protection design analysis, calculations, specifications, and drawings, including Life Safety Plans, Code Compliance Site Plan, Code Summary Sheet, etc., to complete the fire protection design. A letter of certification must be submitted by the QFPE with the Final Design submission attesting that the fire protection features discussed in the fire protection design analysis have been completely and accurately incorporated into the project’s design for every architect-engineer discipline.

1) For Navy projects, a qualified FPE is defined as a registered professional engineer (P.E.)

who has passed the fire protection engineering written examination administered by the National Council of Examiners for Engineering and Surveys (NCEES).

b) Conduct water flow tests in accordance with NFPA 291 to determine water supply availability and to analyze adequacy of water supply in meeting fire flow and/or fire water demands stipulated in UFC 3-600-01.

d) Fire Detection, Alarm and/or Mass Notification System Plans: Provide performance criteria and depiction of obstructions, elevation changes, ceiling height, ceiling pattern, and type for the construction contractor to layout the detection and initiating devices and notification appliances. Do not layout initiating devices and/or notification appliances on design drawings. Provide sequence of operation and control matrix for system operation

e) Existing Bldg 178 Fire Pump: 2000 GPM, 125 psi, Maximum Pressure 134 psig, 1780 RPM, Size 10 X 8 MH; S/N FP CO 124499, imp diameter 16.500”, Maximum suction 116 psig, Rated BHP 200, Maximum BHP 228.1, 289.0 TDH, counter-clockwise rotation, Suction 125 # flange Discharge -250 # flange

Electric Motor: WEG, M/N 200180P3GFP445TS, S/N 11587751, 460 volts, 230 amps, 1780 RPM, 3 phase, 60 HZ, 1.15 SF, 200 HP, 150 kw (Made in Brazil) 27MA1131019782250, soft start, UL listed 1.15SF, Frame-445TS

Jockey Pump; Patterson Model T51G03364636, 10 GPM, 130 psi, 3450 RPM with 3.00 HP, 3 phase, 60 cycle, 460 volt

Fire Pump installed in 2015

f) Stacker Configuration:

See Attached drawings

g) The Contractor shall provide Record Drawings in accordance with Specification Section 01 01 78 00.00 22.

D4040 SPRINKLERS

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Provide wet pipe automatic sprinkler protection for complete coverage throughout the proposed High Density Storage System Equipment.

D4090 OTHER FIRE PROTECTION SYSTEMS

Provide portable fire extinguishers and cabinets as required.

D50 ELECTRICAL

The electrical design must comply with the design criteria specified in UFC 3-501-01, Electrical Engineering, and its referenced documents.

D5010 ELECTRICAL SERVICE & DISTRIBUTION

Power source is 480V, 3Ø, 60 Hz, 3-Wire + Gnd. solidly grounded WYE. Please note that 277 volts is not allowed (neutral prohibited). The electrical source shall originate from LP4M2 in the BLDG 178 Electrical Room. In addition, general lighting, outlet and other appliance circuits shall originate in sub-panel board RP2M2.

Provide an insulated equipment grounding conductor in all raceways for systems operating at greater than 50 volts.

D5020 LIGHTING & BRANCH WIRING

Existing lighting in the high bay area shall be utilized except as modified to ensure adequate illumination around the ASRS per UFC 3-530-01.

Provide lighting and general purpose receptacles throughout all spaces as required from manufacturer recommendations.

D5030 COMMUNICATIONS & SECURITY

Telecommunications Systems

Not Used

Local Area Network (Dedicated).

Not Used

Public Address and Intercommunications Systems

Not Used.

Television Systems

Not Used.

Security Systems

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Not Used.

D5090 OTHER ELECTRICAL SERVICES

Provide transient Surge Protective Devices (SPDs) in panel board RP2M2.

Provide additional feeders/branch circuits to serve HVAC loads as required. Source power from

LP4M2/RP2M2.

E10 EQUIPMENT

E1010 COMMERCIAL EQUIPMENT

All specialty equipment will be installed by qualified installers regularly engaged in installing the specialty equipment.

The design and documentation of the equipment will be funded as part of the construction contract. The general contractor must be responsible for coordinating equipment design requirements with the end user, providing equipment specifications, and procurement and installation of equipment. The construction contractor is responsible for the installation of equipment requiring a hard connection (fire protection, hardwire, venting, etc.) to the building and any other modifications to the building to ensure the equipment is installed to specification.

E20 FURNISHINGS - NA

F10 SPECIAL CONSTRUCTION - NA

F20 SELECTIVE BUILDING DEMOLITION

Remove the existing stacker unit and office area in the north section of bay 2 in Building 178.

G10 SITE PREPARATION

NOT USED

G20 SITE IMPROVEMENTS

NOT USED

G30 SITE CIVIL/MECHANICAL UTILITIES

NOT USED

G40 SITE ELECTRICAL UTILITIES - NA