Temp_Shelter_Requirements.pdf

11 September 2015

REQUIREMENT DOCUMENT

FOR

AXQD159370 Temporary Shelters

Prepared by

104TH CIVIL ENGINEER SQUADRON

W912SV-15-R-0026

TABLE OF CONTENTS

1. Scope

1.1 Background

2. Requirements

DIVISION 01

SECTION 01 11 00, SUMMARY OF WORK

SECTION 01 14 00, WORK RESTRICTIONS

SECTION 01 20 00.00 20, PRICE AND PAYMENT PROCEDURES

SECTION 01 30 00, ADMINISTRATIVE REQUIREMENTS

SECTION 01 35 40.00 20, ENVIRONMENTAL MANAGEMENT

SECTION 01 74 19, CONSTRUCTION DEMOLITION AND WASTE MANAGEMENT

SECTION 01 75 00, CLOSEOUT SUBMITTALS

Temporary Shelters.

1. Scope.

This document defines the effort required for the erection of one (1) temporary aircraft shelter. It includes the associated project management, engineering, and logistic support of all labor, materials, and equipment for Barnes Air National Guard Base, Westfield, Massachusetts.

1.1 Background.

The 104th Fighter requires a temporary aircraft shelter for one (1) F-15. This shelter is to be utilized for cover during inclement weather and light maintenance activities.

2. Requirements.

The work required by this contract shall be performed in accordance with Unified Facilities Criteria

(UFC) 1-200-01, General Building Requirements, as well as UFC 3-201-01, Civil Engineering, UFC 3-

501-01, Electrical Engineering.

The aircraft shelter will be tensioned fabric structure that will be installed in the ground with concrete anchors, per the manufacturer’s recommendation. The Contractor is responsible for all aspects of the shipping, handling, and turn-key installation.

The shelter will be provided with lighting, an electrical winch (or similar) for door opening, and a 100 amp electrical panel. The overhead lighting shall provide a minimum lighting compliant with OSHA requirements. The Government shall install, from the panel, the appropriate infrastructure to connect the interior electrical to a Government Furnished Generator. The Contractor shall be responsible for interior electrical work, including installing, hanging, and running lights, winch, and electrical wiring/cable to the electrical panel.

The structures shall be properly grounded and include a lightning protection system.

The shelter shall be anchored in to a pre-existing concrete pad, as shown on the drawings.

The temporary shelter shall be able to accommodate towing in and out one (1) x F-15C. The F-15C is approximately 64-ft long, 43-ft wide, and 19-ft high. The optimal dimensions of the shelter are 72-ft wide, and 80-ft long. The side wall height of the shelter shall accommodate a fabric access panel door capable of towing in and out the F-15C. The shelter shall have one (1) end panel with an aircraft access door and one (1) solid end wall/panel. Additionally, one (1) personnel door (3’x7’) shall be included and field located upon installation and erection.

All work shall be conducted in accordance with Massachusetts Building Code and the referenced Unified

Facilities Criteria (UFC). The Contractor shall provide stamped engineering drawings and applicable calculations to ensure that the shelter meets the required wind and snow loads for this region. Installation and erection shall not commence until drawings are received by the Government.

Temporary Shelters.

DIVISION 01

GENERAL REQUIREMENTS

SECTION 01 11 00, SUMMARY OF WORK

PART 1 GENERAL

1.1. REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

1.1.1. Department of Defense Specifications.

Not applicable.

1.1.2. Department of Defense Standards.

1.1.2.1. Unified Facilities Criteria (UFC).

UFC 1-200-01. General Building Requirements.

UFC 3-201-01. Civil Engineering.

UFC 3-501-01. Electrical Engineering.

1.1.5 Availability of Documents.

UFCs are readily available at www.wbdg.org.

AFIs are readily available at www.e-publishing.af.mil.

1.2. WORK COVERED BY CONTRACT DOCUMENTS

1.2.1. Location

104th Fighter Wing

175 Falcon Drive

Westfield, MA 01085

See site drawing showing location on the installation.

1.3. LOCATION OF UNDERGROUND UTILITIES

Obtain digging permits prior to start of excavation by contacting the Contracting Officer 15 calendar days in advance. Scan the construction site with Ground Penetrating Radar and electromagnetic or sonic equipment, and mark the surface of the ground or paved surface where existing underground utilities are discovered. Verify the elevations of existing piping, utilities, and any type of underground or encased obstruction not indicated to be specified or removed but indicated or discovered during scanning in locations to be traversed by piping, ducts, and other work to be conducted or installed.

Verify elevations before installing new work closer than nearest manhole or other structure at which an adjustment in grade can be made.

1.4. Notification Prior to Excavations

Notify the Contracting Officer at least 72 hours prior to starting excavation work.

W912SV-15-R-0026

http://www.wbdg.org/ http://www.e-publishing.af.mil/

AXQD159370 11 September 2015

Site Preparation for Temporary Shelters

DIVISION 01

GENERAL REQUIREMENTS

SECTION 01 14 00, WORK RESTRICTIONS

PART 1 GENERAL

1.1. CONTRACTOR ACCESS AND USE OF PREMISES

1.1.1. Activity Regulations

Ensure that Contractor personnel employed on the Activity become familiar with and obey Activity regulations including safety, fire, traffic and security regulations. Keep within the limits of the work and avenues of ingress and egress. Wear hard hats in designated areas. Do not enter any restricted areas unless required to do so and until cleared for such entry. The Contractor's equipment shall be conspicuously marked for identification.

1.1.1.1. Subcontractor and Personnel Contacts

Furnish a list of contact personnel of the Contractor and subcontractors including addresses and telephone numbers for use in the event of an emergency. As changes occur and additional information becomes available, correct and change the information contained in previous lists.

1.1.1.2. Identification Badges and Installation Access

Application for and use of badges will be as directed. Immediately report instances of lost or stolen badges to the Contracting Officer.

1.1.1.3. No Smoking Policy

Smoking is prohibited within and outside of all buildings on installations.

1.1.2. Working Hours

Regular working hours shall be between 7 a.m. and 4:30 p.m., Monday through Friday, excluding

Saturdays, Sundays, and Government holidays.

1.1.3. Work Outside Regular Hours

Work outside regular working hours requires Contracting Officer approval. Make application 15 calendar days prior to such work to allow arrangements to be made by the Government for inspecting the work in progress, giving the specific dates, hours, location, type of work to be performed, contract number and project title. Based on the justification provided, the Contracting Officer may approve work outside regular hours. During periods of darkness, the different parts of the work shall be lighted in a manner approved by the Contracting Officer. Make utility cutovers after normal working hours or on Saturdays, Sundays, and Government holidays unless directed otherwise.

1.1.4. Occupied and Existing Buildings

The Contractor shall be working around existing buildings which are occupied. Do not enter the buildings without prior approval of the Contracting Officer.

The Government will remove other Government property in the areas of the buildings scheduled to receive work.

1.2. BASE ACCESS

Anyone requesting access to Barnes ANGB shall have a valid Government form of identification. All vehicles are subject to inspection and all vehicles shall have proper proof of registration and insurance.

The Contractor shall provide a copy of the Entry Access List (EAL) to the Contracting Officer at the pre-construction meeting or within 72 hours of required access for subcontractors or other Contractor employees.

SECTION 01 20 00.00 20, PRICE AND PAYMENT PROCEDURES

1.1. APPLICATIONS FOR PAYMENT

Follow instructions provided by the Contracting Officer.

SECTION 01 30 00, ADMINISTRATIVE REQUIREMENTS

1.1. PROGRESS AND COMPLETION PICTURES

Photographically document site conditions prior to start of construction operations. Provide monthly, and within one month of the completion of work, digital photographs, 1600x1200x24 bit true color minimum resolution in JPEG file format showing the sequence and progress of work.

Submit with the monthly invoice two sets of digital photographs each set on a separate CD-R, cumulative of all photos to date. Indicate photographs demonstrating environmental procedures.

Cross reference submittals in the appropriate daily report. Photographs shall be provided for unrestricted use by the Government.

1.2. SUPERVISION

Have at least one qualified supervisor capable of reading, writing, and conversing fluently in the

English language on the job site during working hours. In addition, if a Quality Control (QC) representative is required on the contract, then that individual shall also have fluent English communication skills.

1.3. PRE-EXECUTION CONFERENCE

After award of the contract but prior to commencement of any work at the site, meet with the

Contracting Officer to discuss and develop a mutual understanding relative to the administration of the value engineering and safety program, preparation of the schedule of prices or earned value report, shop drawings, and other submittals, scheduling programming, prosecution of the work, and clear expectations of the "Interim DD Form 1354" Submittal. Major subcontractors who will engage in the work shall also attend.

1.4. ELECTRONIC MAIL (E-MAIL) ADDRESS

The Contractor shall establish and maintain electronic mail (e-mail) capability along with the capability to open various electronic attachments in Microsoft, Adobe Acrobat, and other similar formats. Within 10 days after contract award, the Contractor shall provide the Contracting Officer a single (only one) e-mail address for electronic communications from the Contracting Officer related to this contract including, but not limited to contract documents, invoice information, request for proposals, and other correspondence. The Contracting Officer may also use email to notify the

Contractor of base access conditions when emergency conditions warrant, such as hurricanes, terrorist threats, etc. Multiple email addresses are not allowed.

It is the Contractor's responsibility to make timely distribution of all Contracting Officer initiated e-mail with its own organization including field office(s). The Contractor shall promptly notify the

Contracting Officer, in writing, of any changes to this email address.

SECTION 01 35 40.00 20, ENVIRONMENTAL MANAGEMENT

1.1 PRE-EXECUTION MEETING

After award of Contract and prior to commencement of the work, the Contractor shall schedule and conduct a meeting with the Contracting Officer to discuss the proposed Environmental Protection Plan and to develop a mutual understanding relative to the details of environmental protection.

1.2 ENVIRONMENTAL REGULATORY REQUIREMENTS

The Contractor shall be responsible for knowing federal, state, and local regulatory requirements pertaining to legal disposal of all construction and demolition waste materials. Comply with all applicable regulations and maintain records of permits, licenses, certificates, and other environmental regulatory requirement correspondences.

1.3 ENVIRONMENTAL REQUIREMENTS FOR PRODUCTS

1.3.1 Material Safety Data Sheets (MSDS)

Submit an MSDS for each product specified in other sections or required by OSHA to have an MSDS.

MSDS shall be prepared within the previous five years. Include information for MSDS Sections 1 through 16 in accordance with ANSI Z400.1/Z129.1 and as follows:

a. Section 11: Include data used to determine the hazards cited in Section 3. Identify acute data, carcinogenicity, reproductive effects, and target organ effects.

b. Section 12: Include data regarding environmental impacts during raw materials acquisition, manufacture, and use. Include data regarding environmental impacts in the event of an accidental release.

c. Section 13: Include data regarding the proper disposal of the chemical. Include information regarding recycling and reuse. Indicate whether or not the product is considered to be "hazardous waste" according to 40 CFR 261.

d. Section 14: Identify hazard class for shipping.

e. Section 15: Identify federal, state, and local regulations applicable to the material.

f. Section 16: Include additional information relative to recycled content, biobased content, and other information regarding environmental and health impacts. Identify the date MSDS was prepared.

PART 2 PRODUCTS

2.1 ENVIRONMENTALLY PREFERABLE PRODUCTS

Consider raw materials acquisition, production, manufacturing, packaging, distribution, reuse, operation, maintenance, and disposal of products, and provide products and materials with the least effect on the environment, determined by LCA analysis, released toxins, and other methods.

2.1.1 Prohibited Materials

The use of the following materials is prohibited:

a. Products containing asbestos.

b. Products containing urea formaldehyde.

c. Products containing polychlorinated biphenyls.

d. Products containing chlorinated fluorocarbons.

e. Solder or flux containing more than 0.2 percent lead and domestic water pipe or pipe fittings containing more than 8 percent lead.

f. Paint containing more than 0.06 percent lead.

2.1.2 Packaging

Where Contractor has the option to provide one of the listed products or equal, preference shall be given to products with minimal packaging and easily recyclable packaging, and to manufacturers with policies that take back product packaging.

2.1.2.1 Industrial Paperboard

Minimum 45 percent post-consumer recycled content in accordance with ASTM D5663.

2.1.2.2 Carrier Board

Minimum 10 percent recycled content with a minimum of 10 percent post-consumer recycled content in accordance with ASTM D5663.

2.1.2.3 Brown Papers

Minimum 5 percent recycled content with a minimum of 5 percent post-consumer recycled content in accordance with ASTM D5663.

2.1.3 Substitutions

Notify the Contracting Officer when Contractor is aware of materials, equipment, or products that meet the aesthetic and programmatic intent of Contract Documents, but which are more environmentally responsible than materials, equipment, or products specified or indicated in the

Contract Documents. Submit the following for initial review by the Contracting Officer:

a. Product data including manufacturer's name, address, and phone number.

b. Description of environmental advantages of proposed substitution over specified product.

PART 3 EXECUTION

3.1 PROTECTION OF NATURAL RESOURCES

Comply with applicable regulations and these specifications. Preserve the natural resources within the project boundaries and outside the limits of permanent work performed under this Contract in their existing condition or restore to an equivalent or improved condition as approved by the Contracting

Officer. Where violation of environmental procedures requirements will irreversibly damage the site, documentation of progress at monthly intervals shall be required.

3.1.1 General Disturbance

Confine demolition and construction activities to work area limits indicated on the Drawings. Remove debris, rubbish, and other waste materials resulting from demolition and construction operations from site. Transport materials with appropriate vehicles and dispose of them off site to areas that are approved for disposal by governing authorities having jurisdiction. Avoid spillage by covering and securing loads when hauling on or adjacent to public streets or highways. Remove spillage and sweep, wash, or otherwise clean project site, streets, or highways. Burning is prohibited.

3.1.2 Water Resources

Comply with requirements of the NPDES and the applicable State Pollutant Discharge Elimination

System (SPDES). Prevent oily or other hazardous substances from entering the ground, drainage areas, or local bodies of water. Store and service construction equipment at areas designated for collection of oil wastes. Prevent ponding of stagnant water conducive to mosquito breeding habitat. Prevent run-off from site during demolition and construction operations.

3.1.3 Land Resources

Prior to construction, identify land resources to be preserved within the work area. Do not remove, cut, deface, injure, or destroy land resources including trees, shrubs, vines, grasses, topsoil, and landforms without permission from the Contracting Officer. Coordinate protection practices with work specified in Division 2 EXISTING CONDITIONS.

3.1.3.1 Erodible Soils

Plan and conduct earthwork to minimize the duration of exposure of unprotected soils, except where the constructed feature obscures borrow areas, quarries, and waste material areas. Clear areas in reasonably sized increments only as needed to use the areas developed. Form earthwork to final grade as shown.

Immediately protect side slopes and back slopes upon completion of rough grading.

3.1.3.2 Erosion and Sedimentation Control Devices

Construct or install temporary and permanent erosion and sedimentation control features as required.

3.1.4. Air Resources

Comply with Indoor Air Quality (IAQ) Management Plan, as required, and as follows:

a. Prevent creation of dust, air pollution, and odors.

b. Sequence construction to avoid unnecessary disturbance to site.

c. Use mulch, water sprinkling, temporary enclosures, and other appropriate methods as needed to limit dust and dirt rising and scattering in air. Do not use water when it may create hazardous or other adverse conditions such as flooding and pollution.

d. Store volatile liquids, including fuels and solvents, in closed containers. Do not store with materials that have a high capacity to adsorb VOC emissions or in occupied spaces.

e. Properly maintain equipment to reduce gaseous pollutant emissions.

3.2 FIELD QUALITY CONTROL

Comply with requirements of agencies having jurisdiction and as specified herein. Provide field practices, shipping, and handling of samples in accordance with ASTM D4840. Provide Field Quality

Control Reports in accordance with approved Environmental Protection Plan, as required.

SECTION 01 74 19, CONSTRUCTION DEMOLITION AND WASTE MANAGEMENT

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

U.S. GREEN BUILDING COUNCIL (USGBC)

LEED GBDC (2009) LEED Reference Guide for Green Building Design and Construction

LEED NC (2009) Leadership in Energy and Environmental Design(tm) New Construction

Rating System

1.2 GOVERNMENT POLICY

Government policy is to apply sound environmental principles in the design, construction and use of facilities. As part of the implementation of that policy: (1) practice efficient waste management when sizing, cutting, and installing products and materials and (2) use all reasonable means to divert construction and demolition waste from landfills and incinerators and to facilitate their recycling or reuse. A minimum of 50 percent by weight of total project solid waste shall be diverted from the landfill.

SECTION 01 75 00, CLOSEOUT SUBMITTALS

1.1. SUBMITTALS

The following submittals are required for Contract Closeout:

Product Data

As-Built Record of Equipment and Materials

Warranty Management Plan

Warranty Tags

Final Cleaning

Spare Parts Data

Manufacturer’s Instructions

Operations and Maintenance Data

Operations & Maintenance Manuals

1.2. PREVENTIVE MAINTENANCE

Submit Preventative Maintenance, Condition Monitoring (Predictive Testing) and Inspection schedules with instructions that state when systems should be retested.

a. Define the anticipated length of each test, test apparatus, number of personnel identified by responsibility, and a testing validation procedure permitting the record operation capability requirements within the schedule. Provide a signoff blank for the Contractor and Contracting Officer for each test feature; e.g., gpm, rpm, psi. Include a remarks column for the testing validation procedure referencing operating limits of time, pressure, temperature, volume, voltage, current, acceleration, velocity, alignment, calibration, adjustments, cleaning, or special system notes.

Delineate procedures for preventative maintenance, inspection, adjustment, lubrication and cleaning necessary to minimize corrective maintenance and repair.

b. Repair requirements must inform operators how to check out, troubleshoot, repair, and replace components of the system. Include electrical and mechanical schematics and diagrams and diagnostic techniques necessary to enable operation and troubleshooting of the system after acceptance.

1.3. CLEANUP

Provide final cleaning in accordance with ASTM E1971 and submit two copies of the listing of completed final clean-up items. Leave premises "broom clean." Comply with GS-37 for general purpose cleaning and bathroom cleaning. Use only nonhazardous cleaning materials, including natural cleaning materials, in the final cleanup. Clean interior and exterior glass surfaces exposed to view; remove temporary labels, stains and foreign substances; polish transparent and glossy surfaces;

vacuum carpeted and soft surfaces. Clean equipment and fixtures to a sanitary condition. Clean or replace filters of operating equipment and comply with the Indoor Air Quality (IAQ) Management requirements. Clean debris from roofs, gutters, downspouts and drainage systems. Sweep paved areas and rake clean landscaped areas. Remove waste and surplus materials, rubbish and construction facilities from the site. Recycle, salvage, and return construction and demolition waste from project in accordance with SECTION 01 74 19, CONSTRUCTION DEMOLITION AND WASTE

MANAGEMENT. Promptly and legally transport and dispose of any trash. Do not burn, bury, or otherwise dispose of trash on the project site.