SOO_Construct Covered Storage Facility.pdf

Statement of Objectives

Project Name: Construct Covered Storage Facility, Marina

Project Number: MXDP 24-5000

Project Location: Laughlin AFB, TX

Date: 31 July 2024

1. Introduction

2. Scope of Work

3. Submittals

4. Designer of Record

5. Period of Performance (PoP)

6. Meetings/Training

STATEMENT OF OBJECTIVES 31 July 2024

MXDP 24-5000 Construct Covered Storage Facility, Marina

1. Introduction

1.1. Purpose

1.1.1. Southwinds Marina plays a vital role in morale at Laughlin AFB, TX. The marina provides year-round recreational support to service members and generates revenue. Laughlin AFB is seeking a safe place to store boats and protect them from the weather. Currently, there is no weather protection for boats in the fenced-in lot at the marina. This area (Del Rio, TX) is susceptible to hail, flash floods, and extreme heat that can damage maritime property such as boats and jet-skis.

1.2. Location of Work

1.2.1. Southwinds Marina, boat storage lot,

1.2.1.1. Address: 1522 Marina Access Road, Del Rio, TX 78840

1.2.1.2. GPS: 29°28'14.5"N 101°02'10.7"W

1.3. Within this document, the following shall be consistent:

1.3.1. When “the Government” is mentioned, it is a representation of the Contracting

Officer (CO), and the Contract Specialist (CS).

1.3.2. When “the Contractor” is mentioned, it is a representation of the prime contractor, all sub-contractors, and all other parties working with or for the prime contractor.

2. Scope of Work

2.1. The Contractor shall furnish all materials, labor, tools, equipment, transportation, and all other incidentals necessary to complete the work outlined in this Statement of Objectives (SOO) to construct a covered storage facility for the fenced-in boat storage area at the Southwinds Marina.

2.2. This project is a design-build contract. The Contractor shall be responsible for producing a complete and usable design and its construction, produced by a licensed professional engineer.

2.4. Existing Conditions

2.5. Design Requirements

2.5.1. The Contractor shall complete a complete and usable design for a 100’ by 35’ covered storage facility that will accommodate at a minimum 9 boats at

Southwinds Marina. All designs and drawings shall be prepared by a registered professional engineer of the required disciplines.

2.5.1.1. Each bay shall be 25' by 35' with four total bays. The covered storage facility shall have a clearance of at least 12' between the ground and the ceiling structure on the Northwest opening. The roof will have a 3/12 single sloped roof towards the Southwest side with a backside total height no less than 10 feet. There will be a 12-inch vent between the roof and the backside panels.

2.5.1.2. The overhead protection structure will use 22-gauge Steel R panels for the roof and contain steel columns that will support the 100’x 35’ structure.

2.5.1.3. The roof paneling and all steel structure will have the same paint and be applied in accordance with the manufacturer, prior to construction.

2.5.1.4. The covered storage facility shall be free standing with new concrete column footings placed along the edges of the facility in the gravel storage lot.

2.5.1.5. The covered storage facility shall be able to withstand both positive and negative wind loads. The Contractor shall be responsible for researching all historic weather conditions in the local area and install overhead protection that will withstand these conditions. The

Contractor shall design structure to meet regional wind loads as per

UFC 1-200-01 DOD Building Code.

2.5.1.6. The dead load of the covered storage facility shall consist of the structural frame and all other materials of the structure and meet UFC requirements.

2.5.1.7. Grounding rods shall be installed with the overhead protection structure for protection against lightning. A complete Lightning Protection

System (LPS) is not required for this structure.

2.5.1.8. The overhead protection structure will be painted on the columns, roof panels, and fastened joints with a color choice approved by the

Government.

2.5.2. All design submittals shall be submitted in PDF format. The CAD drawings shall be compatible to the Autodesk AutoCAD 2020 version which is currently in use by the 47th Civil Engineer Squadron, Laughlin AFB, TX.

and a design review teleconference shall take place after each design submittal within 5 business days of returned comments to the Contractor.

3.3.6. The Contractor shall provide a construction schedule with the 95% and 100% design submittals. The schedule shall represent the construction plan on how the work shall be sequenced and accomplished based on the requirements outlined in the design.

3.4. The Contractor shall provide the Government with as-built drawings of the overhead protection structure after construction is complete. One 24x36 inch paper copy (D size) and two digital copies (one PDF and one CAD format).

3.5. Warranty

3.5.1. The new overhead protection structure shall have a material warranty that has no dollar limit, is from a single source manufacturer, and has a minimum duration of 10 years. The Contractor shall also provide a 1-year workmanship warranty that covers that covers all work performed by the Contractor and all requirements in this SOO.

Table 1. Design Submittal Schedule

Design Submittal Delivery Date

65% Intermediate Design 63 calendar days after NTP #1

95% Pre-Final Design 35 calendar days after Government approves

65% design submittal

100% Final Design 21 calendar days after Government approved

95% design submittal

4. Designer of Record

4.1. The term “Designer of Record” in the context of this project shall mean the principal professional Engineer. The Contractor shall serve as the “Designer of

Record.” The Contractor is accountable for all aspects of the completed design drawings.

5. Period of Performance (PoP)

5.1. This project shall have three Notices to Proceed (NTP):

5.1.1. NTP #1 shall be for design submittals and have a PoP of 90 calendar days. This time includes 32 days for government review.

5.1.1.1. This shall include the prefabricated engineering structure drawings.

5.1.2. NTP #2 shall be for pre-construction submittals and have a PoP of 30 calendar days. Contractor shall allow the Government up to 14 calendar days to review these submittals.

5.1.2.1. The Contractor will also use this time to pre-fabricate any metal structures before NTP #3 is issued and their related submittal has been approved.

5.1.3. NTP #3 shall be for construction and have a PoP of 70 calendar days.

5.1.3.1. NTP #3 shall not be issued until the metal structure frame, roof, wall panels, and trim have been fabricated and delivered to the site or secure storage location approved by the CO.