Amendment-0001Attachment.pdf

Multiple Museum Renovations W912DQ-17-R-4014 Fort Riley, Kansas Amendment 0001

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 10 00.00 23

STATEMENT OF WORK

PART 1 GENERAL

1.1 REFERENCES

1.2 GENERAL

1.2.1 Submittals

1.2.2 Quality Control

1.3 SCOPE

1.3.1 General Project Description

1.3.1.1 Historical Background

1.3.1.2 Purpose

1.3.2 Conceptual Drawings

1.3.3 Design Freedom

1.3.4 Government Furnished Equipment

1.3.4.1 Government Furnished/Government Installed (GFGI)

1.3.5 Furniture, Fixtures, & Equipment (FFE)

1.3.6 Existing Conditions

1.4 PROJECT SPECIFIC REQUIREMENTS

1.4.1 Life Safety

1.4.2 Anti-Terrorism /Force Protection Requirements

1.4.3 Historical Features

1.4.4 ADA Accessibility

1.4.5 Hazardous Materials

1.4.6 Non-Hazardous Waste

1.4.7 Survey and Mapping

1.4.7.1 Utilities

1.4.7.2 Metering

1.4.7.3 Permits

1.4.8 Site Engineering

1.4.9 Civil

1.4.10 Structural

1.4.10.1 Analysis

1.4.10.2 Material Considerations

1.4.10.3 Existing Structures

1.4.10.4 Calculations

1.4.10.5 Project Specific Design Loads:

1.4.11 Architectural

1.4.11.1 Existing Windows

1.4.11.2 Existing Storm Windows and Doors

1.4.11.3 Existing Wood Doors

1.4.11.4 Existing Vault Door

1.4.11.5 Existing Recessed Mailbox Window

1.4.11.6 Existing Acoustical Tile Ceilings

1.4.11.7 Existing Art Deco Shell Fluorescent Lights

1.4.11.8 Building Exterior

1.4.11.8.1 Exterior Walls

1.4.11.8.1.1 Repointing

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1.4.11.8.2 Exterior Shell

1.4.11.8.2.1 Exterior improvements

1.4.11.8.2.2 RE-PRO Storage

1.4.12 Facility Program

1.4.12.1 Classroom 1

1.4.12.2 Classroom 2

1.4.12.3 Dressing Room

1.4.12.4 Library

1.4.12.5 Library w/Rolling Shelves

1.4.12.6 Office

1.4.12.7 RE-PRO Storage

1.4.12.8 Existing Vault

1.4.12.9 Restrooms

1.4.12.10 Telecommunications Entrance Room (TER)

1.4.12.11 Mechanical/Electrical Room

1.4.13 Interiors

1.4.13.1 Window Treatment

1.4.13.2 Structural Interior Design

1.4.13.3 Finishes

1.4.13.3.1 General

1.4.13.3.2 Minimum Interior Finish Requirements

1.4.13.4 Interior Doors and Frames

1.4.13.5 Hardware

1.4.13.6 Fire Extinguisher Cabinets and Fire Extinguisher Mounting

Brackets

1.4.13.7 Interior Finish Schedule

1.4.14 Fire Protection

1.4.14.1 Existing Conditions

1.4.14.2 Sprinkler

1.4.14.2.1 Water Flow Test

1.4.14.2.2 Wet Pipe Sprinkler System

1.4.14.2.3 Dry Pipe Fire Sprinkler System

1.4.14.2.4 Communications Rooms

1.4.14.2.5 Inspect and Test

1.4.14.3 Fire And Mass Notification

1.4.14.4 Fire Alarm

1.4.14.5 Mass Notification

1.4.15 Plumbing

1.4.15.1 Existing Conditions

1.4.15.2 General Plumbing

1.4.15.2.1 Meters

1.4.15.2.2 Pipe Materials

1.4.15.3 Domestic Hot and Cold Water (Potable)

1.4.15.4 Waste and Vent System

1.4.15.5 Natural Gas System

1.4.15.6 Building Cross Connection Control

1.4.15.7 Plumbing Fixtures

1.4.16 Mechanical Heating, Ventilation and Air Conditioning

1.4.16.1 Existing Conditions

1.4.16.2 Standards and Codes

1.4.16.3 Design Conditions

1.4.16.4 HVAC System Design Criteria

1.4.16.5 General HVAC Equipment Criteria

1.4.16.6 HVAC System Description

1.4.16.7 Telecommunications Equipment Room

1.4.16.8 Ventilated and Heated Space Systems

1.4.16.9 Restroom Exhaust Systems

1.4.16.10 Operation and Maintenance Manual

1.4.16.11 Spare Parts

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1.4.16.12 Warranty

1.4.16.13 Training

1.4.16.14 Technical Notes

1.4.16.14.1 Energy Efficiency

1.4.16.14.2 Zoning

1.4.16.14.3 Prohibited Installations

1.4.16.14.4 Intakes and Outlets

1.4.16.14.5 Duct Velocities

1.4.16.14.6 Louvers

1.4.16.14.7 Air Terminal Equipment

1.4.16.14.8 Piping Velocities in piping systems shall be limited as follows:

1.4.16.14.9 Roof-Top Equipment

1.4.16.15 Energy Management Control System (EMCS)

1.4.16.16 Testing, Adjusting and Balancing

1.4.16.17 Design Calculations

1.4.16.18 Energy Conservation

1.4.16.19 Commissioning

1.4.16.20 Construction IAQ (Interior Air Quality)

1.4.17 Electrical

1.4.17.1 Existing Conditions

1.4.17.2 General Design and Construction

1.4.17.3 Grounding and Bonding

1.4.17.4 Lighting

1.4.17.5 Panelboards

1.4.17.6 Raceway System and Conductors

1.4.17.7 Receptacles and Power Provisions for User Equipment

1.4.17.8 Intrusion Detection System Provisions

1.4.17.9 Closed Circuit TV System Provisions

1.4.17.10 Telecommunications

1.4.17.10.1 General

1.4.17.10.2 Telecommunications Room

1.4.17.11 Raceways, cables. outlets, terminations and Cables

1.4.17.12 Exterior Telecommunication Systems

1.4.18 Sustainable Design

1.4.18.1 Standards and Codes

1.4.18.2 Sustainable Design Goals

1.4.18.3 Project Requirements

1.4.18.4 Documentation

1.4.18.5 Optimize Energy Performance

1.4.18.6 Specification

1.4.18.7 Conflicts

PART 2 PRODUCTS - Not Used

PART 3 EXECUTION - Not Used

-- End of Section Table of Contents --

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SECTION 01 10 00.00 23

STATEMENT OF WORK

NOTE: THIS SECTION APPLIES TO BUILDING 203

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.

AMERICAN SOCIETY OF HEATING, REFRIGERATING AND AIR-CONDITIONING

ENGINEERS (ASHRAE)

ASHRAE 62.1 (2013) Ventilation for Acceptable Indoor Air Quality

ASHRAE 90.1 - IP (20163) Energy Standard for Buildings Except Low-Rise Residential Buildings

ASHRAE 189.1 (2014) Standard for the Design of High-Performance Green Buildings Except Low-Rise Residential Buildings

ASHRAE FUN IP (2017; Addenda and Corrigendum 2013) Fundamentals Handbook, I-P Edition

ASHRAE EQUIP IP HDBK (2016) Handbook, HVAC Systems and Equipment (IP Edition)

ASHRAE HVAC APP IP HDBK (2016) HVAC Applications Handbook, I-P Edition

ASTM INTERNATIONAL (ASTM)

ASTM D2513 (2014; E 2014) Thermoplastic Gas Pressure Pipe, Tubing, and Fittings

ASTM D5793 (2013) Binding Sites Per Unit Length or Width of Pile Yarn Floor Coverings

ASTM D5848 (2010; E 2010) Mass Per Unit Area of Pile Yarn Floor Coverings

ASTM F1861 (2016) Standard Specification for Resilient Wall Base

NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION (NEMA)

NEMA MG 1 (2016) Motors and Generators

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NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 10 (2013) Standard for Portable Fire Extinguishers

NFPA 54 (2015) National Fuel Gas Code

NFPA 70 (2017) National Electrical Code

NFPA 80 (2016) Standard for Fire Doors and Other Opening Protectives

NFPA 90A (2015) Standard for the Installation of Air Conditioning and Ventilating Systems

NFPA 101 (2015; ERTA 2015) Life Safety Code

NFPA 291 (2016) Recommended Practice for Fire Flow Testing and Marking of Hydrants

TELECOMMUNICATIONS INDUSTRY ASSOCIATION (TIA)

TIA-607 (2011b) Generic Telecommunications Bonding and Grounding (Earthing) for Customer Premises

U.S. ARMY INFORMATION SYSTEMS COMMAND

I3A Technical Criteria for the Installation Information Infrastructure Architecture

U.S. DEPARTMENT OF DEFENSE (DOD)

UFC 1-200-01 (2013, with Change 3) General Building Requirements

UFC 1-200-02 (2013, with Change 3) High Performance and Sustainable Building Requirements

UFC 3-101-01 (2011; with Change 1) Architecture

UFC 3-301-01 (2013; with Change 1) Structural Engineering

UFC 3-310-04 (2013) Seismic Design for Buildings

UFC 3-400-01 (2002-07-05) Energy Conservation

UFC 3-400-02 (2003-02-28) Engineering Weather Data

UFC 3-401-01 (2013-07-01) Mechanical Engineering

UFC 3-410-01 (2013-07-01) Heating, Ventilating, and Air Conditioning

UFC 3-420-01 (2004-10-25) Plumbing Systems

UFC 3-580-01 (2016) Telecommunications Interior Infrastructure Planning and Design

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UFC 3-600-01 (2016) Fire Protection Engineering for Facilities

UFC 4-010-01 (2012; with Change 1) DoD Minimum Antiterrorism Standards for Buildings

UFC 4-021-01 (2008; with Change 1) Design and O&M: Mass Notification Systems

UFC 4-740-20 Libraries

UNIFORM PLUMBING CODE

UPC 2015 Uniform Plumbing Code

UNDERWRITERS LABORATORIES (UL)

UL 181 (2013) Factory-Made Air Ducts and Air Connectors

INSTALLATION DESIGN GUIDANCE

IDG Fort Riley Installation Design Guide

1.2 GENERAL

This is a Design-Build project consisting of a renovation of historic Building 203, Ft. Riley, Kansas.

It is the Army's objective that this facility will have a 25-year useful life. The design and construction should provide an appropriate level of quality to ensure the continued use of the facility over that time period with the application of reasonable preventive maintenance and repairs. The site infrastructure will have at least a 50- year life expectancy with industry-accepted maintenance and repair cycles.

1.2.1 Submittals

Provide an Interim and Final Design Submittals for review by the US Army Corps of Engineers (USACE) Kansas City District and Fort Riley, Kansas customer and end users. Refer to Section 01 33 16.00 10 Design Data (Design After Award) for design submittal requirements.

1.2.2 Quality Control

Refer to Section 01 45 00.00 10 Quality Control for design and construction quality control requirements.

1.3 SCOPE

1.3.1 General Project Description

Historic Building 203 is located adjacent to Building 205 Ft. Riley Museum and it is currently being used as a storage building for the museum. It is a one-story historical building (5800 sq. ft.) which will be converted to administrative/classroom/library spaces. The scope consists of minor interior demolition, minor exterior new work and repairs, and replacement of all mechanical/electrical/fire suppression and renovation of interior

01 10 00.00 23 - 6 finishes. The installation has drawn up a conceptual floor plan. The design for this historic building renovation will need to be coordinated and approved by the Fort Riley Historic Architect and the Kansas SHPO prior to commencement of any construction work.

The Fort Riley Museum will be responsible for the removal and storage of all artifacts, cabinets, bookshelves, etc., in the building. The building will be empty for the DB Contractor's use.

1.3.1.1 Historical Background

In 1885 Fort Riley was chosen to become the headquarters of the U.S.

Cavalry and funds were made available for repairing and expanding the fort.

Captain George E. Pond arrived at the fort in September of that year and assumed the duty of Post Quartermaster. He oversaw repairs to existing facilities and initiated construction of several new buildings. As this activity was under way, a decision was made in 1887 to locate the Cavalry and Light Artillery School at the post, an event which spurred the greatest era of construction and expansion at Fort Riley.

Captain Pond was placed in charge of designing a new plan for the fort. He designed two separate but adjoining posts, completely abandoning the original 1855 post plan. The existing cavalry post was expanded while a separate, but adjoining artillery post was constructed in 1891. The Army completed his plan with a high degree of fidelity. From 1887 to 1916, over 150 new buildings were constructed at Fort Riley including officer quarters, barracks, stables, gun sheds, guard houses, shops and many other support facilities. These buildings were constructed with coursed rock-faced ashlar limestone taken from local quarries.

Building 203 was constructed during the massive building program that began in 1887 after Fort Riley was chosen as the location for the Cavalry and Light Artillery School. It was built as a cavalry post guard house in 1889 at a cost of $6,736. Building 203 presently serves as a Museum Building.

Architectural Style: Colonial Revival Original Intended Use to Existing Use: Cavalry Post Guard House/Museum Method of Construction: It is a single story 5,800 sq. ft. museum. It is rectangular in plan, and is constructed of load-bearing rock faced, coursed ashlar limestone set on stone foundation.

Historic materials to be maintained in the renovation include: plaster, paneling, wooden trim, windows, and nearly all wood doors (interior and exterior), transoms, and porch. All work on this historic building shall conform to the Secretary of Interior's Standard and Guidelines.

1.3.1.2 Purpose

The renovation is to support the museum operations including administrative offices, library space and classroom space. The facility will serve approximately 1 full-time staff member with soldiers supplementing mission requirements when needed and approximately 30 visitors on a daily basis.

1.3.2 Conceptual Drawings

The Design-Build (D-B) Contractor may utilize any of the included information to develop their proposal. It is the responsibility of the D-B Contractor to ensure their proposal is in accordance with all required functional, operational, and building code requirements as stated in the

01 10 00.00 23 - 7

RFP for this project. If a conflict exists between any of the concept plans provided and the technical requirements of the RFP, the RFP technical requirements shall govern.

The building drawings included in this RFP illustrate the conceptual design. The drawings provided establish spatial relationships that have been reviewed for user function. The drawings may not conform to current building codes or UFC's. It is the Contractor's responsibility to ensure the design of Building 203 Renovation conforms to all referenced criteria in the RFP. The library design guidelines for facility systems, furniture, and functional area considerations would fall under a small general library category.

1.3.3 Design Freedom

Requirements stated and illustrated in this RFP are minimums. Innovative, creative, and life cycle cost effective solutions, which meet or exceed these requirements are encouraged and shall be considered during the design phase and design submittal reviews. Further, the Contractor is encouraged to seek solutions that shall expedite construction and shorten the schedule. The intent of the Government is to emphasize the placement of funds into functional/operational requirements. Materials and methods should reflect this by choosing the lowest Type of Construction allowed by code for this occupancy/project allowing the funding to be reflected in the quality of interior/exterior finishes and systems selected.

1.3.4 Government Furnished Equipment

1.3.4.1 Government Furnished/Government Installed (GFGI)

The Contractor shall Coordinate with Contracting Officer's Representative on GFGI requirements and provide suitable structural support and all utility connections and space with required clearances for all GFGI items.

Fire extinguishers are GFGI personal property/equipment to be provided by the property user in conformance with NFPA 10 Standard for Portable Fire Extinguishers 2013 Edition. Fire extinguisher cabinets and brackets are Contractor furnished and installed CFCI, size and locate as required. Fire extinguisher cabinets to be recessed. Coordinate with Contracting Officer's Representative (COR) on GFGI item requirements and provide suitable structural support, brackets for projectors and smart boards, all utility connections and space with required clearances for all GFCI items.

Local Area Network and personal computers along with, but not limited to, related hardware, copiers, faxes, printers, scanners, video projectors, and security cameras are GFGI.

1.3.5 Furniture, Fixtures, & Equipment (FFE)

Provide furniture product data sheets for government administrative offices, classrooms, libraries, and all public spaces listed in this RFP.

Coordinate with the user to define requirements for movable furniture such as classroom tables, chairs, library tables and chairs, rolling library shelves, computer carrels, equipment, any existing items to be reused, etc.

Early coordination of furniture plan is required for a complete and usable facility. The procurement and installation of furniture is NOT included in this contract. Furniture will be provided and installed under a separate furniture vendor/installer through a Huntsville contract.

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1.3.6 Existing Conditions

The project is located within Fort Riley at the corner of Henry Ave and Sheridan Ave. Building 203 sits adjacent to the Fort Riley Cavalry Museum and 1st Infantry Division Museum and serves as the Archival Storage function for both Museums. The exterior of the structure is of limestone, typical of most of the Main Post buildings on Fort Riley, with a "Dutch hip roof" style. There is a porch on the South and East sides of the building and approximately half of the porch along the east side of the building has been enclosed and also serves as additional storage for reproduction materials.

Facilities: The gross building area has been established by the confines of the existing building. The purpose of the conceptual floor plan provided in the appendix is to indicate space relationship and adjacency requirements. Project requirements and functional criteria area as described below and in the conceptual plan. A Risk Assessment for Building 203 identifying asbestos-containing materials is located in Appendix E.

Demolition: In accordance with 02 41 00 DEMOLITION, the DB contractor shall provide minor interior demolition necessary to renovate Building

203. Record drawings are shown in Appendix D. Record drawings of existing building 203 have not been verified for accuracy. Contractor to field verify existing conditions.

1.4 PROJECT SPECIFIC REQUIREMENTS

1.4.1 Life Safety

Design shall meet UFC 3-600-01 Fire Protection, which requires Life Safety Code NFPA 101 for life safety and ICC IBC for construction.

1.4.2 Anti-Terrorism /Force Protection Requirements

Renovation costs of Building 203 (less the costs to implement the ATFP provisions required) is less than 50% of the plant replacement value as defined in UFC 4-010-01; therefore this building is not required to comply with the Department of Defense Minimum Antiterrorism Standards for Buildings Unified Facilities Criteria (UFC) or UFC 4-010-01.

1.4.3 Historical Features

This Building is a Historic Property per 54 U.S.C. 30308 (formerly, 16 U.S.C. 470(a)) and hence subject to review under Section 106 of the National Historic Preservation Act (NHPA), 54 U.S.C 306108 (formerly, 16 U.S.C. 800.3(a)). USAG, Fort Riley will coordinate all reviews and undertakings with the Kansas State Historic Preservation Officer (SHPO).

The historic features and fabric of this structure will be protected during this renovation and will be reviewed and overseen by the Fort Riley, Kansas Historic Architect during design and implementation. The contractor will coordinate reviews with the Historic Architect at Fort Riley, Kansas through the COR to ensure that the provisions of 36 CFR 800 and State Historic Preservation Office (SHPO) review requirements are met. All design and construction will be reviewed by Historic Architect at Fort Riley, Kansas and who will coordinate the design with the SHPO. The SHPO has a 30 day review period which is in addition to the USACE design reviews. Historical features shall be retained, rehabilitated/restored and remain in the building. The Designer shall comply with, "The Secretary of the Interior's Standards for the treatment of historic properties".

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1.4.4 ADA Accessibility

This facility is intended for occupancy and use by all personnel as well as the installations' visitors. The facility, circulation, finishes, and furnishings shall conform to ABA/ADA requirements.

1.4.5 Hazardous Materials

A Risk Assessment of Building 203 is provided as an appendix. The D-B Contractor is responsible for the proper on-site handling, removal, storage and disposal of hazardous waste (asbestos)in accordance with Section 01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS and Section 02 82 14.00 10 ASBESTOS HAZARD CONTROL ACTIVITIES. Due to the age of the building, lead-based paint should be considered for worker safety during demolition.

1.4.6 Non-Hazardous Waste

Non-hazardous waste can be disposed of using a Ft. Riley construction-demolition landfill.

1.4.7 Survey and Mapping

1.4.7.1 Utilities

All utility work shall be coordinated and planned with the DPW through the Contracting Officer. The D-B Contractor shall verify location, size, material and depth of any and all utilities prior to commencement of any activities on site.

The D-B Contractor is responsible for any and all damages to utility lines, structures and appurtenances within or adjacent to the project limits as caused by any and all construction activities.

Prior to Final Design, the D-B Contractor shall locate all utility services by a utility locator and field verify that drawings are accurate prior to any demolition and/or construction.

1.4.7.2 Metering

The D-B Contractor shall be responsible for coordination of proper location and installation with the Contracting Officer and the DPW for all metering. This shall include meters for electric, gas and water service.

Meters for these utilities shall be wireless data transmission capable, compatible with the building's automation system as well as have a continuous manual reading option. Meter requirements are further explained service specific narratives.

1.4.7.3 Permits

The Government has obtained no permits/licenses related to this project.

It shall be the responsibility of the D-B Contractor to obtain all necessary permits/licenses as may be required for this project. Permitted work shall be in accordance with the associated permit only. Copies of all permits/licenses shall be submitted to the Contracting Officer and to the Fort Riley DPW Environmental Division and must be in sufficient time to allow for review and revision for the associated permit activity is issued. Copies of permit additions or amendments shall also be provided to the Contracting Officer.

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1.4.8 Site Engineering

D-B Contractor to reference Building 205 Demolition, Civil and Electrical Site, Utility Plans as needed and coordinated for design of Building 203.

EQUIPMENT PAD: All equipment pads are to be concrete. Pads shall be designed and sized to accommodate equipment. When equipment is co-located, the pads shall be designed as continues and not multiple individual pads for each unit.

EXISTING UTILITIES: Removal or abandonment of utility lines shall be done in accordance with state and federal standards. Where existing active utilities to support other facilities cross the construction, these lines shall remain intact and may not be disturbed.

Installation utility maps for this site are included for informational purposes only and are found in the Appendices. The Utility drawings provided are from base maps and are not of survey quality. Take action to verify the accuracy of the data.

1.4.9 Civil

D-B Contractor to reference Building 205 site layout plan. The Building 205 project site plan shows the standoff distance from roads, parking and installation perimeter for both buildings. The Bldg 205 project will improve grading at northwest corner of Bldg 203 to drain away from the building.

1.4.10 Structural

1.4.10.1 Analysis

Design new structural and non-structural elements to preclude damage to finishes, partitions and other frangible, non-structural element; to prevent impaired operability of moveable components; and to prevent cladding leakage. Limit deflections of structural members to the allowable deflection and serviceability criteria in the applicable material standard, e.g. ACI, AISC, Brick Industry Association (BIA), etc.

1.4.10.2 Material Considerations

Consider climate conditions, high humidity, industrial atmosphere or other adverse conditions when selecting the type of cement and admixtures used in concrete, the concrete cover on reinforcing steel, the coatings on structural members and level of corrosion protection.

1.4.10.3 Existing Structures

Any existing load-carrying structural element for which an alteration causes an increase in design load greater than the percent identified by code and/or criteria shall be strengthened, supplemented, replaced or otherwise altered by the D-B Contractor as required to mitigate the increased load / stress imposed by alteration. Building repairs will include damaged floor materials; shoring up of sagging floor structures;

exterior stone masonry repair; basement stone masonry repair; miscellaneous structural repairs; and improve structural loading capacities at floors and areas requiring enhanced loading capabilities such as library stacks and rolling storage cabinets. Structural systems and loading/repositioning

01 10 00.00 23 - 11 capacity will need to be assessed and stabilized. Floors will need to be leveled and encapsulated by new finishes as noted in the Finish Schedule.

1.4.10.4 Calculations

Computer generated calculations must identify the program name, source, and version. Provide input data, including loads, loading diagrams, node diagrams, and adequate documentation to illustrate design. The schematic models used for input must show, as a minimum, nodes/joints, elements/members, materials/properties, and all loadings, induced settlements/deflections, etc., and a list of load combinations. Results must include an output listing for maximum/minimum stresses/forces and deflections for each element and the reactions for each loading case and combination.

1.4.10.5 Project Specific Design Loads:

Design loads and load combinations, except seismic shall be in accordance with the American Society of Civil Engineers (ASCE) Minimum Design Loads for Buildings and Other Structures, ASCE 7-latest edition.

DEAD: Dead loads shall be computed based on the actual installed condition of the various construction materials.

LIVE: Per UFC 3-301-01; except new mechanical rooms shall be designed for 150 psf.

HEAVY FLOOR LOADS: Library stacks and records storage are typically designed for a 150 LB/SF live load.

GROUND SNOW: 20 psf

WIND: 115 mph for ultimate design for risk category II structure

SEISMIC: Provide Seismic Evaluation and/or potential Rehabilitation as required per the applicable codes: UFC 3-310-04 Seismic Design of Buildings and ICSSC RP8 / NIST GCR 11-917-12, Standards of Seismic Safety for Existing Federally Owned and Leased Buildings. Even though seismic evaluation and rehabilitation is not required for Seismic Design Category "B" structures based on the UFC 3-310-04 and ICSSC RP8 / NIST GCR 11-917-12, seismic evaluation and rehabilitation may be required due to a degradation of the building's vertical- or lateral-load-carrying system due to current proposed or past structural alterations. Reference section 2.1.d in the ICSSC RP8 / NIST GCR 11-917-12 and current and historic building drawings. Determine if "The building or part of the building has ...significant structural degradation of the building's vertical- or lateral-load-carrying systems has occurred" or any other situations requiring evaluation and potential mitigation per UFC 3-310-04 and ICSSC RP8 / NIST GCR 11-917-12.

FROST PENETRATION: Per UFC 3-301-01.

1.4.11 Architectural

The overall architectural goal is to provide a functional, low maintenance, visually appealing facility to adequately support the government's needs according to the guidelines prescribed in the Ft. Riley Army Installation Design Guide. All work shall conform to the requirements of the IBC, NFPA, UFC 1-200-01, UFC 1-200-02, UFC 4-010-01, UFC 4-740-20, EPACT 2005, and all Applicable Criteria.

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1.4.11.1 Existing Windows

Existing windows shall be repaired, prepared, and painted. Plywood coverings to be removed. Existing windows in toilet rooms shall be repaired, cleaned, prepared, painted and receive a "frosted" film over the glass panes. Existing storm windows shall be cleaned and remain.

1.4.11.2 Existing Storm Windows and Doors

Exterior storm windows and doors shall be cleaned and remain. RE-PRO STORAGE doors shall have closers and stops in place.

1.4.11.3 Existing Wood Doors

Exterior wood doors shall be cleaned, prepared and painted.

Weatherstripping shall be installed.

1.4.11.4 Existing Vault Door

Vault door shall be prepared and painted.

1.4.11.5 Existing Recessed Mailbox Window

Existing recessed mailbox window opening on south wall of Classroom 1 shall have trim removed, blocking installed, drywalled installed and painted to match adjacent wall.

1.4.11.6 Existing Acoustical Tile Ceilings

Existing interior acoustical tile ceilings shall be removed. All mechanical and electrical systems, duct, conduits and devices shall be removed. Existing plaster ceilings shall be repaired and painted.

1.4.11.7 Existing Art Deco Shell Fluorescent Lights

Existing art deco shell fluorescent lights to be cleaned and retained.

1.4.11.8 Building Exterior

General Considerations: Design for any required exterior repairs shall conform to the Fort Riley Installation Design Guide (IDG). Building exterior repairs include exterior walls, northwest concrete stairs, and replace cracked cast iron downspout boot located at northwest corner of building.

1.4.11.8.1 Exterior Walls

Shall remain as-is by D-B Contractor except where modifications and/or repairs are required per project specific requirements. Reuse of existing penetrations shall be used whenever possible. Some exterior stone masonry and mortar joints have been damaged and/or deteriorated over time and will need to be repaired.

The following repointing process is recommended for historic buildings:

1.4.11.8.1.1 Repointing

a. Removing Old Mortar: Cut out cracked or open mortar joints to a depth of

01 10 00.00 23 - 13 at least 1/2 to 3/4 inch. Remove all dust and loose material with brushes, compressed air, or water jet. If water is used, no further wetting of the joints may be needed unless the work is delayed.

b. Recommended Mix: Use mortar of about the same density as the original mortar, or use a prehydrated mortar mix in the following proportions by volume: 1 part of portland cement, 1 part of lime putty or hydrated lime, and 6 parts of sand. Prehydrate the mortar by mixing it about 2 hours before use, adding only about half the mixing water, to eliminate excessive original shrinkage and volume change.

c. Application: At the end of the 2-hour curing period, work the mortar, adding enough additional mortar to make the mixture plastic, but not enough to make it run. Be sure the joints are damp, and then apply the mortar by packing it tightly into the joints in thin layers. Tool the joints to smooth, compact, concave surfaces.

d. Protection: Protect all fresh repointing from direct exposure to hot sun and drying winds until it has set hard.

1.4.11.8.2 Exterior Shell

1.4.11.8.2.1 Exterior improvements

Improvements to the exterior of this structure will include but are not limited to the following items: Repositioning of cut stone caps on stairway cheek walls, patch/repair missing grout/mortar in exterior stone along the north and west elevations, and patch/repair northwest concrete steps are required.

1.4.11.8.2.2 RE-PRO Storage

RE-PRODUCTION (RE-PRO) Storage addition to remain. D-B Contractor to remove particle board from walls and ceiling, foam insulate exterior walls and ceiling cavities. Moisture resistant drywall shall be installed over studs and rafters, taped and painted. Ceiling shall be bead board veneer.

Windows shall receive matching trim. Metal security bars over windows shall remain and receive paint. RE-PRO Storage space to be conditioned.

1.4.12 Facility Program

1.4.12.1 Classroom 1

Classroom 1 shall provide for 20 students. Desks shall be tables for four persons and stackable chairs. Power will be provided by wall outlets and in slab receptacles. The room is to provide lectures, meetings, and instruction space by use of white board, projected documents, or physical models.

1.4.12.2 Classroom 2

Classroom 2 shall provide for 15 students. Desks shall be tables for four persons and stackable chairs. Power will be provided by wall outlets and in slab receptacles. The room is to provide lectures, meetings, and instruction space by use of white board, projected documents, or physical models.

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1.4.12.3 Dressing Room

Dressing room shall provide for 1 person. Room to have hooks and bench for changing of clothes for re-enactments.

1.4.12.4 Library

Small library shall provide for four persons. Plan for two reading chairs, one table to seat two persons with stackable chairs, and wall bookcase.

1.4.12.5 Library w/Rolling Shelves

Library shall provide for two persons. Plan for rolling shelves for storage of references, books and media, and two computer carrels for conducting research.

1.4.12.6 Office

Office will be for one staff person. The museum plans to use existing office furniture. No additional furnishings required.

1.4.12.7 RE-PRO Storage

Storage additions will house re-production museum items. The museum plans to use existing furniture. No additional furnishings required.

1.4.12.8 Existing Vault

Vault will house selected museum items. The museum plans to use existing shelving. No additional furnishings or interior work required.

1.4.12.9 Restrooms

Provide accessible restrooms to meet occupancy. Base occupancy loads on ½ male / ½ female.

1.4.12.10 Telecommunications Entrance Room (TER)

(Noted as T.C. Room on Conceptual Design)

Provide a telecommunications entrance room (TER) for the network and voice equipment, and cabling infrastructure. Due to the building's size and historic status, the design may provide space for only one rack in the TER. Also, the TER is not required to be sized per UFC 3-580-01 but shall meet UFC 3-580-01 guidelines for working spaces. This exception was discussed with and approved by the Fort Riley Network Enterprise Center.

1.4.12.11 Mechanical/Electrical Room

Existing mechanical and electrical room is located in the basement.

Additional mechanical and electrical space is available in the attic area.

1.4.13 Interiors

Doors are original to the facility and are scratched, marked and losing the protective coating or have had years of paint build up and will have to be abated for lead paint. Existing doors will receive patching materials and methods for holes and damages, and then, be painted. Consideration will be taken to confirm maintaining historical requirements of existing hardware.

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Exterior door hardware will be removed and cleaned with pre-approved, non-corrosive cleaning methods, and then, be reinstalled.

D-B Contractor shall provide sustainable materials and furnishings that are easily maintained and replaced. Provide interior surfaces that are easy to clean and light in color. All interior finish activities involving existing surfaces (such as sanding scraping, removal, patching or filling, etc.) shall be conducted in accordance with the Risk Assessment Report located in the Appendices.

1.4.13.1 Window Treatment

Provide a double roller shade with one being a blackout shade. This is a dual system window treatment at all exterior windows. Uniformity of window covering color and material shall be maintained to the maximum extent possible throughout the building.

1.4.13.2 Structural Interior Design

Structural Interior Design (SID): SID requires the design, selection and coordination of interior finish materials that are integral to or attached to the building structure. Completion of the SID involves the selection and specification of applied finishes for the building's interior features including, but not limited to walls, floors, ceilings, trims, doors, and installed equipment and lighting. The SID package includes finish schedules, finish samples and any supporting interior elevations, details, or plans necessary to communicate the building finish design and build out. The SID also provides basic space planning for the anticipated user requirements in conjunction with the functional layout of the building and design issues such as life safety, privacy, acoustics, lighting, ventilation and accessibility.

1.4.13.3 Finishes

Finishes: Designers are not limited to the minimum finishes listed in this section and are encouraged to offer higher quality finishes.

1.4.13.3.1 General

a. All paints used shall be listed on the "Approved product list" of the Master Painters Institute, (MPI). Application criteria shall be as recommended by Master Painters Institute (MPI) guide specifications for the substrate to be painted and the environmental conditions existing at the project site.

b. Exterior surfaces, except factory pre-finished material or exterior surfaces receiving other finishes shall be painted a minimum of one prime coat and two finish coats. Paints having a lead content over 0.06 percent by weight of nonvolatile content are unacceptable. Paints containing zinc-chromate, strontium-chromate, mercury or mercury compounds, confirmed or suspected human carcinogens shall not be used on this project. Exterior paints and coating products shall be classified as containing low volatile organic compounds (VOCs) in accordance with MPI criteria. Application criteria shall be as recommended by MPI guide specifications. Provide an MPI Gloss Level 5 Finish (Semi-gloss), unless otherwise specified.

c. Interior surfaces, except factory pre-finished material or interior surfaces receiving other finishes shall be painted a minimum of one

01 10 00.00 23 - 16 prime coat and two finish coats. Paints having a lead content over 0.06 percent by weight of nonvolatile content are unacceptable. Paints containing zinc-chromate, strontium-chromate, mercury or mercury compounds, confirmed or suspected human carcinogens shall not be used on this project. Interior paints and coating products shall contain a maximum level of 150 g/l (grams per liter) of volatile organic compounds (VOCs) for non-eggshell finish coatings and 50 g/l of VOCs for eggshell finish coatings. Provide an MPI Gloss Level 5 Finish (Semi-gloss) in wet areas and an eggshell finish in all other areas.

d. The color, texture and pattern selections for the finishes of the building shall provide an aesthetically pleasing, comfortable, easily maintainable and functional environment for the occupants. Finish colors of fire extinguisher equipment, exposed utilities, receptacle bodies and plates, alarms / warning lights, emergency lighting, and other miscellaneous items shall be coordinated with the building colors.

1.4.13.3.2 Minimum Interior Finish Requirements

a. Wall, ceiling and floor finishes shall conform to the requirements of the IBC, NFPA and UFC. Where code requirements conflict, the most stringent code requirement shall apply. Lead paint is presumed to be present in peeling condition on walls and ceilings above the acoustical ceiling tiles. The objective is to remove lead paint that has fallen and that is coming loose from the walls to prepare for future painting in accordance with Section 02 83 13.00 20 LEAD IN CONSTRUCTION.

b. Walls: All wall finish shall be minimum 5/8" painted gypsum board, except where stated otherwise. Gypsum board shall be paperless.

Moisture resistant gypsum board shall be used in all wet locations, such as restrooms and RE-PRO Storage room. Contractor shall use impact resistant gypsum board in corridors. Fixed partition walls shall be filled with sound deadening insulation.

Existing walls to remain, but where impacted by demolition, shall be patched, repaired, and/or replaced in kind as required, and painted to aforementioned standards where demolition left voids and/or unfinished appearance.

c. Carpet shall be a minimum of 2 yarn ply, modular tile conforming to ISO 2551, ASTM D418, ASTM D5793, ASTM D5848, solution dyed, tufted, cut and loop pile, commercial 100% branded (federally registered trademark) nylon continuous filament. Heavy-duty scraper modular tile shall be provided at each entry vestibule. Thermoset rubber base shall be provided at areas receiving carpet. Base shall be provided in manufacture coil lengths to minimize seams.

d. BioBase Resilient Tile (BBT) shall be a minimum 1/8" thick, through pattern tile, with color and pattern uniformly distributed throughout thickness of the tile. Biobased products shall meet the required minimum biobased content. Refer to http://www.biopreferred.gov for the product categories and biopreferred catalog. Thermoset rubber resilient wall base conforming to ASTM F1861 shall be provided at areas receiving BBT. Base shall be provided in coil lengths to minimize seams.

e. Insulation shall be installed by placing brown or spray foam, minimum of R-38 insulation above ceiling and maintaining eave, ridge, and gable venting attic space. Avoid overspray of insulation onto exterior stone.

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1.4.13.4 Interior Doors and Frames

a. Interior doors and frames determined to be historic shall remain. They shall be retained, and hardware refurbished. Wall base to be wood or composite to match existing wood base profile with quarter round trim to match. Trim at new interior doors to match profiles of existing door trim. Retain original additional hardware, door leafs and associated historical items if proposed design is to remove doors.

Doors found to be non-historic shall be removed and replaced. Door swings shall be corrected to meet the function of the spaces and code.

b. New interior doors shall be either reuse of existing historical doors or provided as solid core wood or glass and meet code.

1.4.13.5 Hardware

Contractor shall reuse hardware or provide all hardware necessary at renovated door and frame locations to retain historic character of the building. Hardware in the facility shall be consistent and shall conform to ANSI/BMHA. All requirements for hardware keying shall be coordinated with the COR. Keying Schedule shall be provided for the Government's review. Hardware finish shall conform to ANSI/BHMA A156.18; finish shall be included as part of the SID for review by Government. Extension of the existing base keying system shall be provided. Cores shall be Small Format Interchangeable Cores (SFIC) with a Best Compatible 7-pin lock core.

Locksets for equipment rooms only shall be keyed to the existing Post Utilities Master Keying System. Cylinders shall have key-removable type cores. Disassembly of knob or lockset shall not be required to remove core from lockset. All locksets and exit devices shall accept same interchangeable cores. Plastic cores are unacceptable. Door hardware and security requirements must be coordinated with the functional requirements, the Room-by-Room Criteria, and the electrical security/fire alarm system requirements of this document. Provide hardware as necessary to meet the requirements of NFPA 80 for fire doors and NFPA 101 for exit doors. Provide closers for all exterior doors, all doors opening to corridors and as required by codes. Provide ABAAS compliant doors and hardware to meet accessibility requirements. Contractor shall provide all other hardware necessary for a complete installation.

1.4.13.6 Fire Extinguisher Cabinets and Fire Extinguisher Mounting Brackets

Coordinate with Contracting Officer's Representative (COR) on GFGI item requirements and provide suitable structural support, brackets and space with required clearances for all GFCI items. Fire extinguishers are GFGI personal property/equipment. Fire extinguisher cabinets and brackets are Contractor furnished and installed CFCI, size and locate as required.

1.4.13.7 Interior Finish Schedule

Minimum Finish Requirements of Spaces.

Space Floor Base Walls Ceiling

Classroom 1 Dressing room

Carpet Rubber Paint Plaster painted

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Space Floor Base Walls Ceiling

Classroom 2 Carpet Rubber Paint Plaster painted

Library Carpet Rubber Paint Plaster painted

Library with Rolling

Carpet Rubber Paint Plaster painted

Office Carpet Rubber Paint Plaster painted

Toilets Porcelain Tile Porcelain Tile Porcelain Tile Moisture Resistant Gypsum Wall Board (GWB)

RE-PRO Storage Addition (to remain)

Paint Rubber Paint Moisture Resistant Gypsum Wall Board (GWB)

Paint Bead board veneer

1.4.14 Fire Protection

1.4.14.1 Existing Conditions

Currently, the building does not have a fire alarm/mass notification system, and cannot communicate with the fire department during emergencies via a transceiver. The building has an existing dry pipe fire sprinkler system which shall be removed as well as all associated equipment and devices throughout the building shall be removed.

1.4.14.2 Sprinkler

A new fire sprinkler system and riser shall be provided for this building in accordance with UFC-3-600-01 and NFPA 13 as adopted by UFC-3-600-01.

Provide each floor with a dedicated floor control valve as required per

UFC 3-600-01.

1.4.14.2.1 Water Flow Test

The Contractor shall perform a water flow test in accordance with NFPA 291 at nearby hydrants to determine static and residual pressure and water flow after contract award. A fire protection engineer or an engineer experienced in water flow testing shall perform or witness the required flow testing.

If the contractor's test data is different than the preliminary flow data provided in this RFP, consult the Contracting Officer for determination of which test data to use for design.

1.4.14.2.2 Wet Pipe Sprinkler System

The Contractor shall provide a new wet pipe sprinkler system in the portion of the building heated above 40 degrees F.

1.4.14.2.3 Dry Pipe Fire Sprinkler System

The Contractor shall provide a dry pipe fire sprinkler system in the attic area and any other portions of the building that are not heated and subject to freezing. The sprinkler hydraulic design area should be increased by 30 percent in the attic area, due to the steep roof slope. In addition to the

01 10 00.00 23 - 19 attic area provide a dry pipe sprinkler system for the following areas; the area between structural ceiling and the historic plaster ceiling, the second floor, and under the raised plywood floor.

1.4.14.2.4 Communications Rooms

To meet ANSI and TIA restrictions sprinkler heads may not be placed in the telecommunications equipment room above the cabinet. Also piping cannot be routed through the space to another area. Only piping serving the room may enter that room.

1.4.14.2.5 Inspect and Test

Inspect and test all fire suppression equipment and systems, fire pumps, and fire alarm and detection systems in accordance with the applicable NFPA standards. The fire protection engineer of record shall witness final tests. The fire protection engineer of record shall certify that the equipment and systems are fully operational and meet the contract requirements. Two weeks prior to each final test, the Contractor shall notify, in writing, the Contracting Officer Representative in order to coordinate with the installation fire department and the installation public works representative to witness the test.

1.4.14.3 Sprinkler

Provide wet and dry pipe sprinkler system for this building to meet NFPA 13.

Provide each floor with a dedicated floor control valve as required per

UFC 3-600-01.

Provide a wet pipe sprinkler system in the portion of the building heated above 40 degrees F. Provide a wet pipe sprinkler system on the first floor, and in the basement.

Provide a dry pipe sprinkler system in the portions of the building that are not heated. Provide the The dry pipe sprinkler system in the attic area, the area between structural ceiling and the historic plaster ceiling, the second floor, and under the raised plywood floor. The sprinkler hydraulic design area should be increased by 30 percent in the attic area, due to the steep roof slope.

To meet ANSI and TIA restrictions sprinkler heads may not be placed in the the telecommunications equipment room above the cabinet. Also piping cannot be routed through the space to another area. Only piping serving the room may enter that room.

1.4.14.3 Fire And Mass Notification

To clarify the Authority Having Jurisdiction is the Fire Protection Engineer of CENWK-ED and not the Fire Department. When conflict in reviewer requests occur he will be the final AHJ.

Provide the mass notification system fully interfaced with the fire alarm equipment to prove all the functions necessary for interfacing all local features.

Provide a building Monaco BT-XM transceiver will be provided for reporting fire events to the D-21 system located at the Fire Station and will dial out to the 911 center.

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The Monaco BT-XM transceiver, shall be provide with up to 52 fire zones, and 8 mass notification messages plus live voice, The building and monitoring system shall be programmed to report to the Monaco D-21 system on the Installation.

The fire alarm and mass notification systems shall be provided using common appliances.

"Ceiling mounted" shall be used as much as possible. Even in spaces without ceilings.

The final fire alarm and Mass Notification design submitted for Plan Review shall be the ready to install from drawings. I.e. Shop drawings.

1.4.14.4 Fire Alarm

Provide the local fire alarm control panel (FACP) in the electrical or mechanical room as coordinated with the Fort Riley Fire Department. Refer to the Specs Intact file issued for AHJ specifications corrections to the master UFG specifications for use at Fort Riley.

Clear strobes shall be provided throughout for fire alarm. The power supply may be shared by the strobes for the mass notification. As long as the amber strobes and clear strobes are activated separately with the mass notification strobes taking precedence, we will not dictate how these strobes are power to the Contractor.

Provide the building with a digital graphic annunciator located at the main fire fighter entry point into the building. It shall be a layout of the building, as orientated from the personnel seeing the display. It will have colored lights indicating status conditions. In addition, an 80 character text display, similar to the display on the FACP, will be placed integral or adjacent to the annunciator. Final layout and functions will be coordination with the Fort Riley Fire Department.

The manual stations shall not have the HVAC shut down as part of the Fire Alarm system. Refer to building 205 design for the AHJ allowed approach to this desire by the Fort Fire Department.

The Post Indicator Valve shall be monitored by the fire alarm system.

Provide transient voltage surge protection on all lines entering and leaving the facility.

Design shall identify decibel output of the appliances as well as expected ambient levels for verification.

Strobe intensities shall be listed for each location.

The initial fire alarm system Riser and MATRIX level of detail shall be at least as detailed in the building 205 design.

1.4.14.5 Mass Notification

The Mass Notification Control Panel may be in a separate enclosure or combined with the FACP. The speakers will be shared by both systems.

Amber strobes will be used for…