W91247-16-R-0006_Attachment1_Seed_Project-SOW.pdf

Design Analysis

Corrected Final (100%) Design Submittal

15 December 2016

Project Number: FA-11007-2P Repair and Renovate Building 2-2920 Ft. Bragg, North Carolina

Repair and Renovate Bldg 2-2920 Project No: FA-11007-2P Fort Bragg, North Carolina Corrected Final (100%) Design Submittal December 2016

TABLE OF CONTENTS

PART ONE – GENERAL DESCRIPTION

I. General II. Authorization III. Criteria IV. Project Description

PART TWO – DESIGN REQUIREMENTS AND PROVISIONS

I. Civil / Site II. Environmental III. Landscape Design IV. Architectural V. Sustainability (LEED) VI. Mechanical VII. Electrical VIII. Fire Protection and Life Safety IX. Structural X. Work Classification

Appendix A – Statement of Work Appendix B – Meeting Reports (Not Applicable) Appendix C – Teleconference Reports Appendix D - Structural Calculations (Not Applicable) Appendix E - Mechanical Calculations Appendix F – Life Cycle Cost Analysis (Not Applicable) Appendix G – Fire Flow Test (Not Applicable) Appendix H – Electrical Calculations Appendix I – Civil Calculations (Not Applicable) Appendix J – LEED Project Checklist Appendix K – Review Comments Appendix L – Design Quality Control Appendix M – Asbestos Report (Not Applicable)

Part One

General Description

PART ONE – GENERAL DESCRIPTION

I. GENERAL

A. Purpose

1. The Directorate of Public Works contracted Cromwell Architects Engineers (AE) to develop a design for the renovation of Building 2-2920.

The building is an existing vehicle maintenance facility and will provide swing space for personnel while other facilities are being readied for occupancy. The existing building is approximately 7,500 gross square feet and shall not be expanded in conjunction with the renovation.

2. This document contains written material covering general parameters, functional and technical requirements, design objectives, design assumptions, as well as design calculations where applicable.

II. AUTHORIZATION

A. Scope of Work

1. Statement of Work (See Appendix A)

a. The scope of work consists of performing all AE services necessary in preparation of contract plans and specifications for the renovation of existing Building 2-2920. The renovation will accommodate a Business Group B use and ordinary hazard storage S-1 for a facility that includes office space.

2. Meeting Report dated August 26, 2016, for the Kick-off teleconference for Building 2-2920. (See Appendix C)

3. The DPW Project Manager responsible for overall coordination of the project is Ms. Heather Ayala. Ms. Ayala’s telephone number is (910) 907- 0639 and her email address is heather.k.ayala.civ@mail.mil .

B. Directives

1. Project Cost Limitation: The Plant Replacement Value (PRV) for Building 2-2920 has not been provided by the government.

2. The project shall be designed not to exceed 50% of the PRV; so as not to trigger the requirement to bring the entire building into compliance with ATFP standards.

mailto:heather.k.ayala.civ@mail.mil

3. The design goal is not to exceed the $1,000,000 statutory limit for modernization /new construction.

III. CRITERIA

A. The following criteria shall be used in the execution of the task order. The latest edition of all publications in effect as of NTP will be used.

1. Fort Bragg Installation Design Guide, as applicable.

2. A/E/C CAD Standard Release 6.0, https://cadbim.usace.army.mil

3. The project shall not be registered with USGBC, but the design shall incorporate Leadership in Energy and Environmental Design (LEED) principles where feasible. The A/E shall submit a completed LEED 2009 Project Checklist for New Construction and Major Renovations or LEED 2009 Project Checklist for Commercial Interiors to show total score possible for this project.

4. DOD Minimum Antiterrorism Standard for Buildings, UFC 4-010-01 dated 9 February 2012 including change 1, 1 October 2013.

5. A/E will be responsible for conducting design quality control.

6. Savannah District Design Manual for Military Construction (SDDM), current edition in effect at time of individual task order award.

7. Federal environmental codes and regulations.

8. State of North Carolina codes and regulations.

9. The design will be prepared using English units.

10. Electronic drawings shall be prepared using MICROSTATION at all design submittals (compatible with the Tri-Services CADD/GIS application). All submittals will include a CD with DGN and PDF files.

11. Specifications shall be prepared in accordance with the U.S. Army Corps of Engineers Guide Specifications, now combined into (UFGS) utilizing SpecsIntact. Submit .pdf format files for each of the submittal reviews and SpecsIntact files for the final submittal including General and Special Provisions.

12. The construction cost estimate shall be prepared using spreadsheet format Fort Bragg Form 1948. The estimate shall include a break out of items according to work classifications as defined by DA Pamphlet 420- 11.

13. Asbestos Report has not been provided by DPW.

https://cadbim.usace.army.mil/

14. The AE shall include the DPW Project Number FA-11007-2P at the beginning of the subject line of all email correspondence.

IV. PROJECT DESCRIPTION:

A. Project Site

1. Fort Bragg is located northwest of the city of Fayetteville in Cumberland and Hoke counties in North Carolina.

2. Building 2-2920 is within a vehicle maintenance complex located north of Woodruff Street between Jackson and Armistead Streets. The complex is within the Old Post Historical District.

a. The building is served by existing service drives and parking lots.

b. Parking, paving, and handicap accessibility are outside of the scope of this renovation.

B. Function

1. The existing building currently houses a vehicle maintenance facility consisting of maintenance bays, administrative spaces, toilets and utility spaces.

2. The repair/renovation will not change the function of the facility.

C. Description

1. Generally, the repair/renovations to this facility will consist of:

a. Removing the existing ceiling and replacing with a new suspended ceiling and grid system.

b. Removing ceiling diffusers, ductwork and HVAC units and replacing with new components and devices.

c. Providing new counter in the two existing openings in the fire rated partition separating the admin spaces from the maintenance area.

The existing fire rated shutters shall remain. With the new counters installed on both sides of the partition.

d. Removing existing toilet fixtures and replacing with new toilet fixtures. The new fixtures will not be ADA/ABA compliant.

e. Removing and replacing all flooring.

f. Providing adequate ventilation in the Conference Room for up to 25 people.

g. Painting all interior admin spaces.

2. With the exception of the maintenance bay lighting and the replacement of the seals at the overhead doors, the repair/renovation excludes work in the vehicle maintenance bays, the building exterior and the associated site.

D. Site and Environment

1. Building 2-2920 is an existing vehicle maintenance facility with hardstand inclusive of POV and ORG parking. Site and environmental changes are outside the scope of work for this repair/renovation project.

E. Interior Design

1. Structural Interior Design (SID) is included in the project scope.

2. Comprehensive Interior Design (CID) is not included in the project scope.

F. Personnel and Equipment

1. Furniture Fixtures and Equipment associated with this project will be provided by other means and appropriations.

2. The facility is occupied by 8 personnel.

G. Sustainability (LEED)

1. This project shall not be designed to meet any level of LEED certification.

However, the AE shall incorporate LEED criteria and concepts in the design and construction work in an attempt to obtain as many points as appropriate for the scope of work and project budget.

2. The AE shall not register the project with USGBC.

3. The AE shall not complete the on-line templates for the credits pertaining to LEED™.

4. A project checklist tabulating the LEED™ point summary for this project can be found in Appendix J.

5. The successful contractor shall not submit LEED documentation.

H. Mechanical

1. The mechanical system for this project will be designed based on the International Building Code, UFC 3-410-01, and Fort Bragg requirements for this type of structure.

2. Additional specific information about the mechanical systems is located in Part Two, Design Requirements, Mechanical, of this document.

I. Fire Protection

1. The existing 7,500 SF vehicle maintenance facility is considered non-essential to the mission of the unit and is not protected by an automatic fire sprinkler system.

2. Non-mission essential buildings of Type I or II construction less than 15,000 SF do not require automatic sprinkler systems. None will be added in conjunction with the repairs to Building 2-2920.

3. The building is equipped with an existing fire alarm system which shall not be modified.

4. The building does not have a mass notification system and none will be added.

J. Electrical/Communications

1. The electrical system for this project will be designed based on the National Electrical Code.

2. Electrical outlets will be modified and installed to meet the new layout.

3. New LED lighting will be installed throughout the building.

4. An emergency/standby power system is not required.

5. Additional specific information about the electrical systems is located in Part Two, Design Requirements, Electrical, of this document.

K. Constructability

1. Building 2-2920 is of permanent construction utilizing readily available and commonly used materials. The proposed repair/renovations to Building 2-2920 will also be of permanent construction utilizing readily available and commonly used materials.

2. Building 2-2920 is a stand-alone facility.

3. An Asbestos Report has not been provided by the Government.

Part Two

Design Requirements and Provisions

PART TWO – DESIGN REQUIREMENTS AND PROVISIONS

I. CIVIL / SITE

A. General Parameters

1. Boundaries: The existing hardstand and general paving system shall remain.

2. Topography: The existing developed site shall remain.

3. Geotechnical Explorations: A geotechnical investigation is unnecessary for the scope of this renovation project.

4. Prevailing Climatic Conditions: Hot summers and moderate to mild winters will have some affect on the pavements.

5. Existing Structures: Building 2-2920 is existing and shall remain as it is with respect to civil and site considerations.

6. Utilities and Future Improvements: Existing utilities are considered sufficient for the continued use of the facility for vehicle maintenance.

7. Proposed Facilities: Not applicable.

8. Former Use: Vehicle Maintenance Facility.

9. Local construction compatibility: Materials and labor for this project are readily available.

10. Installation Compatibility: This project does not affect the mission of the vehicle maintenance facility and will conform to both the Installation Design Guide (IDG) and the Master Plan for Fort Bragg.

11. Permits: Storm water and erosion control permitting are beyond the scope of this project.

12. Treatment: Fort Bragg will accept untreated solid waste, wastewater and storm water; and require no pre-treatment.

13. Other Parameters: Force protection setbacks are existing and will remain unchanged by this renovation.

B. Functional and Technical Requirements

1. Orientation of Elements: Building orientation is existing.

2. Exterior relationships are in accordance with the Fort Bragg Master Plan.

3. Handicap Relationships: The building and site are not handicap accessible. Accessibility is beyond the scope of this project.

4. Grading, Storm Drainage and Irrigation:

a. Existing drainage patterns will remain unchanged.

b. Storm drainage is existing via overland sheet flow and inlets to underground piping.

5. Perimeter fencing is existing and will remain unchanged.

6. Parking and access to the site are existing and will remain unchanged.

7. Building Setbacks: Building setbacks are existing and will remain unchanged.

8. Exterior Utilities:

a. Water: Domestic water is existing at the site.

b. Sewer: Sanitary sewer service is existing at the project site.

c. Gas: Natural gas service is available at the building and is being used as the building’s primary heating source.

9. Wells: There are no known monitoring wells within the project boundary.

C. Design Objectives and Provisions

1. Handicap Relationships: The site and building are not handicap accessible. Accessibility is beyond the scope of this project.

2. Utility Support: ONUS is the privatized water/sewer provider for the project site. Sandhills Utility Services is the privatized electric utility provider for the project site.

3. Construction Materials:

a. Walks: Not applicable.

b. Pavement: Pavements are existing and will remain unchanged.

c. Storm Drains: Storm drains are existing and will remain unchanged.

D. Calculations: Civil calculations are not applicable.

E. Coordination with Installation or Outside Agencies

1. Siting: Building 2-2920 is existing.

2. Demolition and Debris: Removal of debris and hazardous materials handling is not anticipated in the construction contract. Handling of normal construction waste, excess excavation and unsatisfactory materials will be by the construction contractor to Fort Bragg operated landfills and spoils areas if available, or off base facilities if not.

3. Fire Fighting Support: Fort Bragg Fire Fighting Department is responsible for the installation. Full review of design submittals is anticipated to ensure compliance with their requirements.

4. Bulk Trash: Not applicable.

5. Signage: Traffic signage is not required for this project.

6. Permits: Installation permits for hauling, access and staging, shall be obtained by the construction contractor.

7. Asbestos Report has not been provided by the Government.

II. ENVIRONMENTAL

A. General Parameters

1. Environmental Impact Assessment (EIA): An environmental assessment has not been provided by the Government.

2. Endangered Species: Not applicable.

3. Wetlands: Not applicable.

4. Archeological: Not applicable.

5. Ground Water: Not applicable.

6. Pollution Measures: Not applicable.

7. Permits: Sanitary sewer and domestic water permits, if required, will be coordinated with ONUS by the contractor.

8. Health and Safety Design Analysis (HSDSA): Not applicable.

9. Air Pathways Analysis (APA): Not applicable.

10. Data Quality Objectives (DQOs): Not applicable.

11. Cleanup Levels on Applicable or Relevant and Appropriate Requirements (ARARs): Not applicable.

12. Contaminant Ambient Air Levels: Not applicable.

13. QA/AC of Chemical Data: Not applicable.

B. Functional and Technical Requirements

1. Orientation to Sensitive Areas: Not applicable.

2. Groundwater, Storm Water Effect: Not applicable.

3. Discharges to the Environments: Not applicable.

C. Design Objectives and Provisions

1. Functional Relationship to Environments: Not applicable.

2. Paving Areas Effect on Storm Water: Not applicable.

3. Utilities Placement to Sensitive Areas: Not applicable.

4. Economy of Protection Measures: Not applicable.

5. Expansion: Not applicable.

6. Economic Aspects: Since no pollutants are expected to be generated by this facility, cost impacts are not applicable.

D. Coordination with Installation or Outside Agencies

1. Validation of Siting: Siting is per the existing building.

2. Wetlands: Not applicable.

3. Storm Discharge: Not applicable.

4. Air, Water, HTRW and Sanitary Discharge: Not applicable.

5. Sedimentation and Erosion Control: Not applicable.

III. LANDSCAPE DESIGN

A. Concept

1. Landscape design is outside the scope of this project and will not be provided.

B. Irrigation System

1. Irrigation design is outside the scope of this project and will not be provided.

IV. ARCHITECTURAL

A. General

1. Building 2-2920 is an existing structure and no changes to the building footprint are anticipated.

B. Purpose and Function

1. The renovated facility shall be used by the Army as swing space for personnel while other facilities are readied for occupancy.

2. Generally, the renovations to this facility will consist of updating the interior finishes, replacing the suspended ceiling system, updating the HVAC equipment and mechanical devices and replacing the toilet fixtures.

C. Desired Image/Visual Appearance

1. Building 2-2920 is a one-story pre-engineered metal building which shall remain essentially unchanged in exterior appearance as a result of this renovation.

2. Typical interior walls are constructed of metal studs with painted gypsum board each side.

3. Site Design

a. The existing site and site amenities shall remain unchanged by this renovation.

b. Building Setbacks: The existing building setbacks shall remain unchanged.

4. Demolition shall consist of that associated with updating the interior finishes, replacing the suspended ceiling system and replacing the toilet fixtures.

D. Functional and Technical Requirements

1. The existing floor plan shall remain unchanged as a result of this repair/renovation project.

2. The existing building is 7,500 gross square feet.

3. Occupancy and Construction Classification of existing facility.

a. The occupancy classification of the facility shall be classified as Business (B) and Ordinary Hazard Storage (S-1).

b. The construction classification shall be Type IIB Non-Combustible, Non-Protected.

4. Accessibility

a. Handicap Relationships: The building and site are not handicap accessible. Accessibility is beyond the scope of this project.

5. Building Components

a. The existing exterior of Building 2-2920 shall remain essentially unchanged.

b. Interior Walls

1) The existing interior walls shall be painted.

c. Ceilings

1) The ceilings in the majority of the spaces shall be a suspended acoustical ceiling tile system.

2) The ceilings in the Maintenance Bay and Mechanical Room are exposed structure.

d. Floor

1) The floor finishes shall be removed and replaced in all areas of the building except the Maintenance Bay (100), Outside Storage (102) and Mechanical (108).

6. TABLE OF SPACES – Building 2-2920

Room Net Square Feet

MAINTENANCE BAY (100) 4,779

SUPPLIES (101) 213

OUTSIDE STORAGE (102) 144

CORRIDOR (103) 337

WOMEN (104) 217

MEN (105) 216

CONFERENCE ROOM (106) 310

Room Net Square Feet

TELEPHONE ROOM (107) 76

MECHANICAL (108) 111

HHC (109) 241

HHD (110) 240

BMO (111) 163

7. Room by Room Functional Area Requirements

a) Maintenance Bay (100)

i. Function: Vehicle repair

ii. Adjacency: Existing

iii. Area: See Table of Spaces in Paragraph IV.D.6.

iv. Number of Occupants: 4

v. Architectural Design:

Finishes: Existing sealed concrete floor, painted gypsum board and exposed structure walls and ceiling with metal building type insulation.

Special Construction: Existing compressed air and vehicle exhaust systems.

Built-in Equipment: Existing emergency shower/eyewash and new utility sink.

Furniture, Fixtures, Equipment: None

b) Supplies (101)

i. Function: Storage

ii. Adjacency: Existing

iii. Area: See Table of Spaces in Paragraph IV.D.6.

iv. Number of Occupants: 0

v. Architectural Design:

Finishes: VCT floor, resilient base, painted gypsum board walls, suspended acoustical lay-in ceiling system.

Special Construction: None Built-in Equipment: None Furniture, Fixtures, Equipment: None

c) Outside Storage (102)

i. Function: Store room

ii. Adjacency: Existing

iii. Area: See Table of Spaces in Paragraph IV.D.6.

iv. Number of Occupants: 0

v. Architectural Design:

Finishes: Existing concrete floor, new resilient base, painted gypsum board walls, suspended acoustical lay-in ceiling system.

Special Construction: None Built-in Equipment: None Furniture, Fixtures, Equipment: None

d) Corridor (103)

i. Function: Hall

ii. Adjacency: Existing

iii. Area: See Table of Spaces in Paragraph IV.D.6.

iv. Number of Occupants: 0

v. Architectural Design:

Finishes: VCT floor, resilient base, painted gypsum board walls, suspended acoustical lay-in ceiling system.

Special Construction: None Built-in Equipment: None Furniture, Fixtures, Equipment: None

e) Women (104)

i. Function: Toilet

ii. Adjacency: Existing

iii. Area: See Table of Spaces in Paragraph IV.D.6.

iv. Number of Occupants: 0

v. Architectural Design:

Finishes: Porcelain tile floor, porcelain tile base, painted gypsum board walls, suspended acoustical lay-in ceiling system.

Special Construction: None Built-in Equipment:

3-Existing Lavatories

2- Floor mounted water closets

2-Prefabricated shower stalls

Toilet accessories

Furniture, Fixtures, Equipment: None

f) Men (105)

i. Function: Toilet

ii. Adjacency: Existing

iii. Area: See Table of Spaces in Paragraph IV.D.6.

iv. Number of Occupants: 0

v. Architectural Design:

Finishes: Porcelain tile floor, porcelain tile base, painted gypsum board walls, suspended acoustical lay-in ceiling system.

Special Construction: None

Built-in Equipment:

2-Existing Lavatories

1-Floor mounted water closet

2-Urinals

2-Prefabricated shower stalls

Toilet accessories

Furniture, Fixtures, Equipment: None

g) Conference Room (106)

i. Function: Meeting space

ii. Adjacency: Existing

iii. Area: See Table of Spaces in Paragraph IV.D.6.

iv. Number of Occupants: 21 persons

v. Architectural Design:

Finishes: Carpet tile floor, resilient base, painted gypsum board walls, suspended acoustical lay-in ceiling system.

Special Construction: None Built-in Equipment: None Furniture, Fixtures, Equipment: Existing

h) Telephone Room (107)

i. Function: Telecommunications Room

ii. Adjacency: Existing

iii. Area: See Table of Spaces in Paragraph IV.D.6.

iv. Number of Occupants: 0 persons

v. Architectural Design:

Finishes: VCT floor, resilient base, painted gypsum board walls, suspended acoustical lay-in ceiling system.

Special Construction: None Built-in Equipment: None Furniture, Fixtures, Equipment: None

i) Mechanical (108)

i. Function: Equipment room

ii. Adjacency: Existing

iii. Area: See Table of Spaces in Paragraph IV.D.6.

iv. Number of Occupants: 0 persons

v. Architectural Design:

Finishes: Existing concrete floor, painted gypsum board walls, exposed structure ceiling with metal building type insulation.

Special Construction: None Built-in Equipment: None Furniture, Fixtures, Equipment: None

j) HHC Office (109)

i. Function: Office space.

ii. Adjacency: Existing.

iii. Area: See Table of Spaces in Paragraph IV.D.6.

iv. Number of Occupants: 2 persons

v. Architectural Design:

Finishes: VCT floor, resilient base, painted gypsum board walls, suspended acoustical lay-in ceiling system.

Special Construction: None Built-in Equipment: None Furniture, Fixtures, Equipment: Existing

k) HHD Office (110)

i. Function: Office space.

ii. Adjacency: Existing

iii. Area: See Table of Spaces in Paragraph IV.D.6.

iv. Number of Occupants: 2 persons

v. Architectural Design:

Finishes: VCT floor, resilient base, painted gypsum board walls, suspended acoustical lay-in ceiling system.

Special Construction: None Built-in Equipment: None Furniture, Fixtures, Equipment: Existing

E. Cultural Impact. The vehicle maintenance facility complex is located within the Old Post Historic District. However, there is no known cultural impact relative to the project site.

F. Antiterrorism/Force Protection Requirements

1. The project shall be designed not to exceed 50% of the plant replacement value of the building so as not to trigger the requirement to bring the entire building into compliance with AT/FP requirements.

G. Structural Interior Design (SID)

1. SID will include materials that are both durable and easily maintained.

2. The SID will be closely and carefully coordinated to insure basic aesthetic needs of the facility are compatible and meet the User’s requirements.

H. Signage

1. Interior signage is not within the scope of this project.

2. Exterior facility numbering is existing.

3. Parking lot signs are existing.

4. No exterior directional signage is provided.

V. SUSTAINABILITY (LEED)

1. This project shall not be designed to meet any level of LEED certification.

However, the AE shall incorporate LEED criteria and concepts in the design and construction work in an attempt to obtain as many points as appropriate for the scope of work and project budget.

2. The AE shall not register the project with USGBC.

3. The AE shall not complete the on-line templates for the credits pertaining to LEED™.

4. A project checklist tabulating the LEED™ point summary for this project can be found in Appendix J.

B. Energy Conservation

1. For lighting, high efficiency lighting fixtures will be used to address energy conservation.

2. The mechanical systems will use VAV air handling units and direct digital controls to reduce the overall building energy usage.

VI. MECHANICAL

A. Heating and Cooling Systems

1. The existing HVAC System is comprised of split system DX air handling units and a natural gas heat pump unit that is located in the mechanical room, for normal air conditioning to the building. These systems will be removed and replaced with an outdoor packaged DX system with natural gas heat with VAVs to serve the entire office space. Unit heaters serving the maintenance bay and mechanical room will be replaced.

2. VAV systems will be provided and zoned for the floor plan.

3. Outside air will be provided in accordance with ASHRAE 62.1-2004 for all systems.

4. Test and balance will be done on completion of all HVAC system (air) and a report submitted along with the close-out documents.

5. LEED concepts and criteria will be incorporated in the design and construction work to obtain as many LEED points as appropriate for the scope of work and project budget.

B. Controls

1. The building control system is a LonWorks direct digital control system (DDC) system. No other communication protocol will be utilized, including BACnet and Modbus. USGS will be referenced for LonWorks requirements. Control panel with digital display is located in the mechanical room and remotely monitored by the installation Utility Monitoring and Control System (UMCS) via an ethernet connection.

2. HVAC controls will be replaced as needed to account for HVAC improvements.

3. New controls will be provided to all mechanical equipment that is added.

4. The sequences of control will be updated for all systems.

C. Plumbing

1. The size and capacity of the domestic water service is existing and considered adequate to service existing and new plumbing fixtures. A new water meter, if required, shall be provided by ONUS.

2. The size of the existing RPZ backflow preventer is adequate to service existing and new plumbing fixtures.

3. Plumbing systems shall be installed in accordance with the International Plumbing Code (IPC) and the applicable UFC.

4. Water hammer arrestors will be employed to minimize hot water system noise related to surge and shut-off.

5. Trap guard will be installed for floor drains as per IPC.

6. Domestic hot water will be provided by existing water heater.

7. All hot and cold water piping will be Type L and will be insulated.

8. Drain, waste and vent piping will be service weight cast iron.

D. Plumbing Fixture Calculations

1. Building 2-2920

a. Classification: Business

b. Number of building occupants: 30.

c. Minimum number of required plumbing fixtures per UFC 3-420-01.

1) Water closets (Table 403-1):

a) 30 occupants = 2 water closets required.

b) Total number of water closets provided in Building 2-2920 = 3 water closets and 2 urinals.

2) Lavatories (Table 403-2):

a) 30 occupants = 2 lavatories required.

b) Total number of lavatories provided in Building 2-2920 = 5.

3) Showers (no requirement): 4 showers are provided.

4) Drinking Fountains (403.1.3): 1 required, 1 provided.

5) Service Sink (no requirement): 1 provided.

VII. ELECTRICAL

A. Exterior Electrical

1. Power

a. The electrical service for Building 2-2920 is a 208Y/120V system with a 150kVA pad mounted transformer. The utility transformer is located on the east side of the building.

b. This building does not have a generator.

2. Communications

a. The existing communications systems will remain as is, and is not a part of this scope.

3. Lighting

a. The parking lot lighting is existing and will remain. Parking lot lighting is not in the scope of this project.

b. The existing building-mounted light fixtures will remain.

B. Interior Electrical

1. Power

a. The interior electrical system starts with a main distribution panel, MDP, which is 400A, 208/120V, 3 phase panel. This panel provides power to panel A. Panel MDP also provides power to the HVAC and plumbing equipment serving the office spaces, and some of the HVAC equipment serving the maintenance bays.

Panel A is a 225A, 208/120V, 3 phase panel that serves the lighting and receptacles throughout the building, the special equipment in the maintenance bays, and some of the HVAC equipment that serves the maintenance bays.

b. Modifications will be required to the interior electrical system as the building is reconfigured to meet the needs of the user.

c. Power will be provided to any new HVAC equipment that might be required.

d. All wiring will be in conduit. All conductors and buses will be copper. Aluminum conductors and buses will not be used.

e. Minimum conductor size will be #12 AWG. Conductors #8 AWG and smaller will be solid. Conductors #6 AWG and larger will be stranded. Minimum conduit size will be ¾-inch.

f. MC cable will not be permitted.

g. General-purpose receptacles throughout the facility will be rated 20A, 125V (NEMA 5-20R). New faceplates and devices will be provided.

h. Where Ground Fault Circuit Interrupters (GFCI) are required by code, GFCI receptacles will be utilized in lieu of GFCI type circuit breakers.

i. Grounding and bonding will be provided per the NEC.

j. There are no hazardous locations at the facility.

2. Communications

a. The existing communications systems will remain as is. New devices and faceplates will be provided where necessary due to damage.

3. Lighting

a. All interior lighting will be replaced with new LED type light fixtures. Recessed 2x4 fixtures will be used in most spaces with a lay-in type ceiling. 4’ strip lights will be hung or surface mount in the Maintenance Bay and Mechanical Room.

b. Lighting levels will be per the Illuminating Engineering Society recommended levels.

c. Emergency lighting will be provided via emergency battery packs contained within the light fixtures.

4. Intrusion Detection System (IDS)

a. IDS is not in project scope.

5. Access Control System

a. Access Control is not in project scope.

6. Security CCTV System

a. CCTV is not in project scope.

7. TV System

a. TV System is not in project scope.

8. Audio / Video Systems

a. A/V is not in project scope.

9. Paging System

a. Paging system is not in project scope.

VIII. FIRE PROTECTION AND LIFE SAFETY

A. Introduction

1. The building is an existing Type II-B construction. The building has a pre-engineered metal frame with metal sided walls. The roof construction consists of metal framing and metal roof.

2. The building is not protected by an automatic fire sprinkler system and none will be added.

3. The building is equipped with an existing fire alarm system which shall not be modified.

4. The building has no mass notification system and none will be added.

B. Applicable Standards

1. UFC 3-600-01 Unified Facilities Criteria: Fire Protection Engineering for Facilities, 26 September 2006, Change 3, 1 March 2013 (further referred to as UFC).

2. International Building Bode (IBC) - 2015 Edition, for type of construction.

3. NFPA 101 Life Safety Code, (LSC) 2015 Edition, for means of egress.

4. NFPA 10 Standard for Portable Fire Extinguishers, 2013 Edition.

5. NFPA 70 National Electric Code, 2014 Edition.

6. NFPA 72 National Fire Alarm and Signaling Code, 2013 Edition.

7. NFPA 80 Standard for Fire Doors and Other Opening Protectives, 2013 Edition.

8. NFPA 90A Standard for the Installation of Air-Conditioning Systems, 2012 Edition.

C. Fire Protection Features

1. UFC 3-600-01 establishes the minimum fire protection requirements for Department of Defense (DOD) facilities. This UFC applies to all work necessary to build, maintain, or change DOD facilities/ structures/ systems.

D. Compliance with UFC 3-600-01 and National Fire Codes

1. Basic Criteria: This existing building shall conform to the fire resistance requirements, allowable floor area, building height limitations, and building separation distance requirements of the IBC, except as modified by the UFC.

2. Egress and Safety to Life: Comply with NFPA 101 for building construction related to egress and safety to life. For conflicts between the IBC and NFPA 101 related to fire resistance rating, conform to NFPA 101 and applicable criteria contained in the UFC.

3. Type of Construction: Follow the requirements of the IBC to determine the permitted types of construction.

4. Where the UFC requirements differ from the requirements of the IBC, the UFC will be used.

5. UFC 3-600-01 Section 4-2.2 indicates that complete automatic sprinkler protection must be provided in all new or renovated DOD facilities except for non-mission critical Construction Type II-B buildings less than 15,000 square feet.

E. Occupancy Classification

1. Vehicle Maintenance: IBC - S-1 NFPA - Ordinary Hazard Storage - Chapter 42

2. Office and Tool Storage: IBC / NFPA (B) Business - Chapter 38

F. Protection from Hazards

1. Corridor Ratings - Not required per NFPA 101 38.3.6.1 (2) single tenant exception.

G. Height and Area

1. Building is a single story with mixed occupancy of B and S-1.

2. The height of the building is 20'-3" maximum.

3. Tabular area, height, and number of stories:

a. S-1: 17,500 square feet, 55 feet, 2 stories

b. B: 23,000 square feet, 55 feet, 3 stories

c. For Type II-B construction

4. Building is non-sprinklered

5. Area = A + I + I = 17,500SF + 2(17,500SF) + .75(17,500SF) = 30,625 Square Feet.

6. Actual building area: 7,500 Square Feet

H. Means of Egress – NFPA 101 Life Safety Code (LSC)

1. Travel Distance to Exits

a. Ordinary Hazard Storage - 200'

b. Business - 200'

2. Number of Means of Egress

a. Minimum of 2 exits from any floor (LSC 7.4.1.1)

b. Single means permitted per NFPA 101 38.2.4.3

1) Occupant load less than 100.

2) Travel distance less than 100 Feet.

3) Exit is on grade and direct to exterior.

3. Common Path of Travel

a. Storage - 50 Feet

b. Business - 75 Feet

4. Multiple Exit Remoteness

a. Business: Not applicable

b. Ordinary Hazard Storage:

1) Maximum overall diagonal dimension: 100'

2) Minimum exit separation distance: 50'

3) Actual exit separation distance: 85'

5. Corridors

a. Minimum width in offices 36 inches or minimum 44 inches when exceeding 50 occupants (LSC).

6. Door Width

a. Minimum 32 inches clear width

7. Illumination of means of egress will be continuous during the time that the conditions of occupancy require that the means of egress be available for use.

a. The floors and other walking surfaces within an exit and within the portions of the exit access and exit discharge will be illuminated to values of at least 1 foot-candle, measured at the floor.

b. Required illumination will be arranged so that the failure of any single lighting unit does not result in an illumination level of less than 0.2 ft-candle in any designated area.

c. Emergency illumination will be provided for not less than 1-1/2 hours in the event of failure of normal lighting.

d. Approved, readily visible signs in all cases will mark access to exits where the exit or way to reach the exit is not readily apparent to the occupants.

e. Illuminated exit signs will be provided at all exits so that no point in the egress path is more than 100-feet from a sign.

f. Exit signs will be provided with individual power sources and will be specified as having an LED-type face. Incandescent lights will not be specified.

8. Special Locking Arrangements

a. Although not anticipated, delayed-egress locks complying with LSC are permitted in Business /Assembly use areas.

b. Although not anticipated, access-controlled egress doors complying with LSC are permitted in Business /Assembly use areas.

9. Occupant load (LSC table 7.3.1.2 occupant load factor)

a. Business use - 100 Square Feet/person - 1,696 SF = 17 persons

b. Storage use - 300 Square Feet/person - 4,797 SF = 16 persons

c. Assembly use - 15 Square Feet/person - 310 SF = 21 persons

d. Total occupants - 54 persons

10. Exit capacity 0.3 inches per person for stairs and 0.2 inches per person for doors and other horizontal exit travel, (LSC Table 7.3.3.1 capacity factors).

11. Exit signs: UFC 3-600-01, signs shall be installed at all exit doors.

I. Interior Finish Ratings

1. LSC permits interior wall and ceiling finish materials to be Class A or B except in exits and exit access corridors where Class A is required. Exit enclosure floor finishes shall be Class I or Class II.

J. Fire Extinguishers

1. Existing fire extinguishers shall remain.

K. Fire Department Vehicle Access

1. Complies with UFC 3-600-01 Section 2-10 and NFPA 1 to have access within 33' of the building.

2. At least two sides have all-weather ground access for aerial apparatus.

IX. STRUCTURAL

1. Structural modifications to the existing facility are not within the scope of the current project.

X. WORK CLASSIFICATION

To define the allocation of funds as they relate to the classification of the work performed, the following preliminary breakdown has been developed to inform the cost estimate:

1. All work associated with the repair and renovation of Building 2-2920 shall be considered repair work; there is no new work associated with this project.

Appendix A

Statement of Work

W912HN-15-D-0011

Section C - Descriptions and Specifications

STATEMENT OF WORK:

PROJECT NUMBER: FA-110007-2P

PROJECT TITLE: Repair and Renovate Bldg 2-2920, Fort Bragg, NC

ARCHITECT ENGINEERING SERVICES: The Architect-Engineer (AE) shall be complete with design approximately 90 days after contract award. See Item 4, Progress Schedule.

SUMMARY OF WORK: The AE shall furnish all labor, materials, equipment, transportation, tools, supervision and any other items necessary to perform the following work:

1. PROJECT REQUIREMENTS: This work includes, but is not limited to, the following:

1.1 Project Description: Repair and Renovate building 2-2920, Fort Bragg, NC. The SOW indicates repair or replacement of the following items is required:

(1) The work shall consist of providing Engineering Services for Sustainment/Restoration of Building 2-2920. All work will be in full compliance with all applicable UFCs, UFGS and pertinent Building Codes.

(2) The Project will include a Post-Award Site Visit.

(3) The Project shall include 100% Design submittals and RFP.

(4) The work will be completed using an Architect-Engineer firm.

(5) An Asbestos Survey is underway of the subject buildings and will be provided once completed.

(6) Building Code, Life Safety and Fire Protection Analysis shall be provided as required to insure the project is in accordance with the architectural, structural, mechanical and electrical requirements of all applicable regulations and standards.

1.2 The Government has indicated that asbestos containing materials do not exist in the building.

However, a hazardous materials survey for the existing facility has not been provided by the Government. The Architect Engineer is not responsible for communicating requirements to the construction contractor regarding the existence, mitigation, or abatement of hazardous materials.

1.3 Anti-terrorism Force Protection and ADA/ ABA for the existing building is to be addressed.

1.4 Storm water Management permitting is beyond the scope of work.

1.5 Erosion Control Permitting is beyond the scope of work.

1.6 The contractor shall differentiate two types of work, maintenance and repair and new construction for the drawings and specification. Types of work shall be coordinated with the

COR.

1.7 Bid Schedule: Each type of work shall be identified by separate line/bid items.

1.8 Cost Estimate: Provide separate cost estimates for each type of work (i.e. new work or repair work) and a summary sheet that includes the total of the two costs.

1.9 This project shall not be designed to meet Leadership in Energy and Environmental Design (LEED) silver level for commercial interiors.

1.10 Drawing Number: The drawing number will be DPW-7557.

1.11 Site Visits: The Fort Bragg Project Manager shall be notified of all site visits.

2. Design and construction shall address staff functions and equipment needs. The building shall comply with all codes, regulations, category codes.

2.1 Restore all buildings designated for Restoration. The architectural design, drawings and specifications shall address the following:

(1) Bldg 2-2920

(a) Restore Building.

(b) Remove existing ceiling and replace with new suspended acoustical ceiling and grid system.

(c) Remove ceiling diffusers, ductwork and HVAC units and replace with new.

(d) Install fire rated doors as necessary to maintain fire rating of wall structure.

(e) Remove and install interior service window. Provide counter with solid surface both sides.

(f) Restore toilets and provide Handicapped Accessible fixtures and partitions.

(g) Replace flooring where damaged.

(h) Provide adequate ventilation in Conference Room for up to 25 people.

(i) Paint all interiors.

DESIGN SERVICES AND SUBMITTAL REQUIREMENTS: The Savannah District Design Manual for Military Construction (SAS DM) provides detailed guidance for preparation of all work under this contract. All designs will be delivered to Fort Bragg using MicroStation CAD technology, SpecsIntact 4.5 (or latest version) software for contract specifications, and Excel spreadsheet format Bragg 1948 for cost estimation to be supplied by the Fort Bragg DPW Project Manger (PM). Submittal requirements for each phase of design are defined in the SAS DM.

Deliverables will be provided to Fort Bragg for reproduction and distribution to other agencies.

Deliverables for each submission shall include a complete set of MicroStation DGN files and PDFs of all files. All narrative and text documents, specifications, and cost estimates shall be provided in their electronic format, as appropriate. The Government will consolidate all review comments by the scheduled cutoff date. The AE scope of services required under this contract shall include the following:

1.2 Site Investigation/Charrette: The intent is for the project design team to investigate the existing site and/or building conditions where work will occur. AE to meet with user to review requirements.

1.3 Design Submittal: The AE will prepare in accordance with Government standards the prelim working drawings and outline specifications necessary for the effective coordination and efficient execution of the construction work together with such design analyses, cost estimate and other related and supporting documentation as are more fully specified herein and in the SAS DM. AE will submit 65%, 95% and 100% Corrected final designs. The AE will ensure that the cost estimate is submitted simultaneously with the 65% design package.

1.4 Construction Contract Documents: The specifications and DGN formatted drawing files submitted by the AE at the corrected final design stage will constitute the construction contract documents for this project. Correction of items of noncompliance in the contract documents, whether format or technical errors, is the responsibility of the AE. Also, during the bidding period the AE shall furnish such advice as may be requested to clarify design intent, and develop the necessary amendments to document the clarification. Correction and amendment packages will be developed within the time allowed by established design & construction bidding schedules as defined by Ft. Bragg.

1.5 Construction Phase Services: Not required except for response to requests for information and review of shop drawings and any additional information/drawings/ specifications required from any errors or omissions in the contract documents.

1.6 The Design will be prepared using English units.

1.7 Drawing Number: The drawing number will be DPW-7557

1.8 Invitation for Bid: The Invitation for Bid (IFB) numbers, if used will be provided by the Fort Bragg Project Manager prior to the Corrected Final Phase.

1.9 Bidding Phase: The AE will be responsible to respond to Requests for Information (RFI) during the Bid Phase. This may include additional drawings or specifications to clarify items missing, incorrect or incomplete on the Bid Documents.

1.10 Site Visits: The Fort Bragg Project Manager shall be notified of all site visits.

1.11 Cost Estimates: The construction cost estimate shall be prepared for both Phase One and Phase Two using spreadsheet format Fort Bragg “Form 1948” provided by the Fort Bragg Project Manager. Additionally, the estimate shall include a break out of items according to work classifications as defined by DA Pamphlet 420-11.

1.12 Submittals: The AE only needs to distribute copies of plans, specifications, design analysis, estimates or reports to the addresses provided by the Project Manager.

Email Correspondence: The AE shall include the DPW Project Number (FA11007-2P) at the beginning of the subject line of all email correspondence.

3. CONFERENCES:

3.1. Site Investigation/Charrette: The site investigation/kick-off charrette will be held at Fort Bragg, NC. The AE representatives in attendance will be:

(1) Project Manager

(2) Architect

(3) Mechanical/Fire Protection Engineer

(4) Electrical/Comm Engineer

3.2. Preliminary Design (35%): The Preliminary Design review conference will be held at Fort Bragg, NC. Date starts upon physical receipt of documents, exclusive of Federal and Fort Bragg holidays. The AE representatives in attendance will be:

3.3. Design Development (65%): The Design Development review conference will be held at Fort Bragg, NC. Date starts upon physical receipt of documents, exclusive of Federal and Fort Bragg

3.4. Final Design (95%) Design: The Final Design review conference will be held at Fort Bragg, NC. Date starts upon physical receipt of documents, exclusive of Federal and Fort Bragg

3.5. Corrected Final Design (100%): The Corrected Final Design review conference will be held by telephone conference. The review will occur after a 7 day review period. Date starts upon physical receipt of documents, exclusive of Federal and Fort Bragg holidays.

The AE representatives available will be:

(3) Mechanical/fire Protection Engineer

3.6. Conference Minutes: The AE will be responsible for taking notes and preparing the minutes for all conferences after contract award. Conference/visit notes will be prepared in typed form, signed by the AE’s Project Manager, and the original furnished to Fort Bragg (within five business days after date of conference) for concurrence and distribution to all attendees.

3.7. Permits: The AE will ensure that designs comply with all the requirements of local building codes. The AE will not be responsible for obtaining necessary permits, licenses, and approvals from local, state, and federal authorities.

4. PROJECT SCHEDULE:

Duration Task 0 Days Task Order Award & Notice To Proceed (NTP) 30 Days Post Award Site Visit and Charrette 15 Days 65% Design Due 0 Days Government Review & Review Meeting 15 Days 95% Design Due 0 Days Government Review & Review Meeting 30 Days 100% Design Due

90 Days

5. DELIVERABLES: Deliverables will be as follows:

5.1. Preliminary Design (35%)

Full-Size Drawings 1 copy Half-Size Drawings 4 copies Outline Specifications 1 copy Design Narrative 1 copy Design Analysis 1 copy Cost Estimate 1 copy Prelim LEED Checklist 1 copy

5.2. Electronic CD’s of all Information

Design Development (65%) 1 copy Full-Size Drawings 4 copies Half-Size Drawings 1 copy Specifications Design 1 copy Narrative Design Analysis Cost Estimate 1 copy AE Annotated Review 1 copy Prelim LEED Checklist 1 copy Electronic CD’s of all Information 1 copy

5.3. Final Design (95%)

Full-Size Drawings 2 copies Half-Size Drawings 4 copies Specifications 2 copies Design Narrative 2 copies Design Analysis 2 copies Cost Estimate 2 copies

AE Annotated Review 2 copies LEED Checklist 2 copies Electronic CD’s of all Information 1 copy

5.4. Corrected Final (100%) Stamped & Signed

Full-Size Drawings 2 copies Half-Size Drawings 4 copies Specifications 3 copies Design Narrative 3 copies Design Analysis 3 copies Cost Estimate 3 copies AE Annotated Review 3 copies LEED Checklist 3 copies Electronic CD’s of all Information 2 copies

SECTION 3: DELIVERIES OR PERFORMANCE

1. Delivery. 100 percent design drawings shall be be provided at contract completion date.

Section E - Inspection and Acceptance

INSPECTION AND ACCEPTANCE TERMS

Supplies/services will be inspected/accepted at:

CLIN INSPECT AT INSPECT BY ACCEPT AT ACCEPT BY

0001 Destination Government Destination Government 0002 Destination Government Destination Government

Section F - Deliveries or Performance

DELIVERY INFORMATION

CLIN DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC

0001 POP 14-JUL-2016 TO

12-OCT-2017

N/A DPW ENGINEERING DIV, PROJECT

MGMT BRANCH

DPW

2175 REILLY ROAD, STOP A

FORT BRAGG, NC NC 28310

FOB: Destination

W36B5K

0002 POP 14-JUL-2016 TO

12-OCT-2016

N/A N/A

FOB: Destination

Section G - Contract Administration Data

ACCOUNTING AND APPROPRIATION DATA

AA: 0212016201620200000113132323 M.0044243.3 6100.9000021001

COST CODE: A2ABF

AMOUNT: $41,999.56

CIN GFEBS001082737500001: $41,999.56

Section H - Special Contract Requirements

CONTRACT ADMINISTRATION:

1. Task Order Administration. All task order administration will be effected by the Task Order Contracting Officer (TOCO) (Contracting Officer at Task Order level), Mission and Installation Contracting Command-Fort Bragg, Bldg 2-1105 (C-Stack), Macomb Street, Fort Bragg, NC 28310-5000. Changes in or deviation from the SOW shall not be effected without written modification to the task order executed by the TOCO assigned for Task Order administration.

2. Task Order Contracting Officer’s Representative.

a. The TOCO will designate individuals to act as the Contracting Officer’s Representative (COR) under this task order, such representatives will be designated by letter of appointment from the TOCO. The COR will not be authorized to change any of the terms and conditions of the task order.

b. The COR will act in a liaison capacity to coordinate activities between the contractor and the

Government as required in the performance of the work under this task order. The TOCO may also designate Property Administrators by letter with an information copy of such letter to the contractor.

c. The TOCO is the only person authorized to approve changes in any of the requirements satisfied through this task order; notwithstanding any provisions contained elsewhere in this task order,…