Am_0003.pdf

Offers must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended, by one of the following methods:

(a) By completing items 8 and 15, and returning or (c) By separate letter or electronic communication which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by letter or electronic communication, provided each letter or electronic communication makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

E. IMPORTANT: Contractor is not is required to sign this document and return copies to the issuing office.

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT 1. CONTRACT ID CODE

2. AMENDMENT/MODIFICATION NUMBER 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQUISITION NUMBER 5. PROJECT NUMBER (If applicable)

7. ADMINISTERED BY (If other than Item 6) CODE

STANDARD FORM 30 (REV. 11/2016)

Prescribed by GSA FAR (48 CFR) 53.243

FACILITY CODE

9A. AMENDMENT OF SOLICITATION NUMBER

9B. DATED (SEE ITEM 11)

10A. MODIFICATION OF CONTRACT/ORDER NUMBER

10B. DATED (SEE ITEM 13)

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers is extended. is not extended.

12. ACCOUNTING AND APPROPRIATION DATA (If required) copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NUMBER AS DESCRIBED IN ITEM 14.

CHECK ONE A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT ORDER

NUMBER IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation data, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15C. DATE SIGNED

15A. NAME AND TITLE OF SIGNER (Type or print)

16C. DATE SIGNED

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

PAGE OF PAGES

6. ISSUED BY CODE

8. NAME AND ADDRESS OF CONTRACTOR (Number, street, county, State and ZIP Code) (X)

CODE

15B. CONTRACTOR/OFFEROR

(Signature of person authorized to sign)

16B. UNITED STATES OF AMERICA

(Signature of Contracting Officer)

Previous edition unusable

Amendment No. 0003

INDOOR SMALL ARMS FIRING RANGE, BUCKLEY AIR FORCE BASE, COLORADO

See attached documentation for content of the amendment changes to RFP

Date for receipt of proposals is 15 SEP 2017 at 1400 hours

Government Point of Contact: Katherine Fisher,Contract Specialist (402) 995-2102

U.S ARMY CORPS OF ENGINEERS, OMAHA DISTRICT

CONTRACTING OFFICE

1616 CAPITOL AVE.

OMAHA, NE 68102-4901

See Item 6

W9128F-17-R-0073

09/08/2017

08/14/2017

09/08/2017

Am #0003 - 2 (Continuation of SF 30)

DEPARTMENT OF THE ARMY

Omaha District, Corps of Engineers 1616 Capitol Avenue Omaha, Nebraska 68102-4901

:NOTICE: Failure to acknowledge : Solicitation No. W9128F 17 R 0073 :all amendments may cause rejec- :

:tion of the offer. See FAR : Date of Issue: 14 AUG 2017 :52.215-1 of Section 00 21 00 : Date of Receiving Proposals:

15 SEP 2017

Amendment No. 0003

8 SEP 2017

SUBJECT: Amendment No. 0003 to Request for Proposal Solicitation Package for Design and Construction of Indoor Small Arms Firing Range at Buckley Air Force Base, Colorado

Solicitation No. W9128F 17 R 0073

TO: Prospective Offerors and Others Concerned

1. The specifications and drawings for subject project are hereby modified as follows (revise all specification indices, attachment lists, and drawing indices accordingly).

a. Specifications (New and/or Revised and Reissued). Delete and substitute or add specification pages or sections as noted below. The substituted pages or sections are revised and reissued with this amendment.

Pages or Sections Deleted Pages or Sections Substituted or Added 01 82 00 01 82 00* 01 83 00 01 83 00* 01 89 00 01 89 00*

* - In specification sections marked with an asterisk above, revised language has been identified by highlighting. All portions of reissued specification pages shall apply whether or not changes have been indicated in this fashion.

b. Drawings (Reissued). The following drawings are revised and reissued with this amendment.

(1) Sheet BU77A-110, FIRST FLOOR PLAN – BASE BID

(2) Sheet BU77A-110B, FIRST FLOOR PLAN – BID OPTION

2. This amendment is a part of the proposing papers and its receipt shall be acknowledged on the Standard Form 1442. All other conditions and requirements of the request for proposal remain unchanged. If the proposals have been mailed prior to receiving this amendment, you will notify the office where proposals are received, in the specified manner, immediately of its receipt and of any changes in your proposal occasioned thereby.

a. Hand-Carried Proposals shall be delivered to the U.S. Army Corps of Engineers, Omaha District, Contracting Division, 1616 Capitol Avenue, Omaha, Nebraska 68102-4901.

Am #0003 - 3 (Continuation of SF 30)

b. Mailed Proposals shall be addressed as noted in Item 8 on Page 00 10 00-1 of Standard Form 1442.

3. Offers will be received until 2:00 p.m., local time at place of receiving proposals, 15 SEP 2017.

Attachments:

Spec Pages listed in 1.a. above Drawings listed in 1.b. above (under separate cover)

U.S. Army Corps of Engineers, Omaha District 1616 Capitol Avenue Omaha, Nebraska 68102-4901

8 SEP 2017

jlb/2099

Small Arms Range Complex - Buckley AFB, CO BU77

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 82 00

ARCHITECTURAL REQUIREMENTS

PART 1 GENERAL

1.1 REFERENCES

1.2 FUNCTIONAL PLAN REQUIREMENTS

1.2.1 Personnel and Security Requirements

1.2.2 Space Allocation

1.2.3 Functional Requirements - Base Bid

1.2.3.1 Demolition

1.2.3.2 New Construction

1.2.4 Functional Requirements - Bid Options

1.2.4.1 Alternate Floor Plan

1.2.4.2 Bid Option - Demolish Existing Bullet Trap

1.2.4.3 Bid Option - Ledgestone Wainscot

1.2.5 Structural Requirements

1.2.6 Room Finishes

1.2.7 Exterior Envelope

1.2.8 Facility Services Design

1.2.8.1 Fire Protection

1.3 GENERAL DESIGN REQUIREMENTS

1.3.1 Antiterrorism/Force Protection

1.3.2 Desired Image and Architectural Compatibility

1.3.3 Air Barrier

1.3.4 Handicapped Accessibility

1.3.5 Occupational Safety and Health

1.3.6 Sound and Vibration Control

1.3.7 Security

1.3.8 Applicable Design Criteria

1.3.9 Material Selection Criteria

1.3.9.1 Economy

1.3.9.2 Operation and Maintenance

1.3.10 Radon Resistant Construction

1.4 TECHNICAL SPECIFICATIONS

1.5 CONSTRUCTION SYSTEMS AND ASSEMBLIES

1.5.1 Construction Of Facilities

1.5.2 Precast Prestressed Structural Concrete

1.5.3 Structural Standing Seam Metal Roof

1.5.4 Single Ply Membrane Roof

1.5.5 Soffits

1.5.6 Windows

1.5.7 Metal Wall Panels

1.5.8 Gypsum Board Assemblies

1.5.9 Gypsum Board Ceilings

1.5.10 Exposed Structural Ceilings

1.5.11 Insulation

1.5.12 Acoustical Requirements

1.5.13 Arms Racks

1.5.14 Bullet Trap

1.5.15 Louvers

SECTION 01 82 00 Page 1 Am_0003

1.5.16 Access Doors and Panels

1.5.17 Interior Sealant

1.5.18 Exterior Doors

1.5.18.1 Doors for Egress

1.5.18.2 Exterior Hollow Metal Doors

1.5.18.3 Exterior Glazed Entry Doors

1.5.18.4 Thresholds

1.5.19 Interior Doors

1.5.20 Fire Doors

1.5.21 Hardware

1.5.21.1 Door Closers

1.5.21.2 Keyed Access Entry Control Systems

1.5.22 Interior Finishes

1.5.22.1 Concrete Floor Cleaning and Sealing

1.5.22.2 Acoustical Tile Ceilings

1.6 FIRE PROTECTION SPECIALTIES

1.6.1 Fire Extinguishers Cabinets

1.7 EQUIPMENT AND FIXTURES

1.7.1 CFCI Equipment and Fixtures

1.7.2 GFCI Equipment and Fixtures

1.7.3 GFGI Equipment and Fixtures

1.7.4 Exterior Signage

-- End of Section Table of Contents --

SECTION 01 82 00 Page 2

SECTION 01 82 00 Page 3

SECTION 01 82 00

ARCHITECTURAL REQUIREMENTS

PART 1 GENERAL

1.1 REFERENCES

The design publications listed below shall be used as sources of criteria for the architectural design. Where a date is not specified, the most current edition of the code or standard in effect as of the date of issue of this RFP shall be used as criteria for the design. The criteria from these sources may be supplemented but not supplanted, by applicable criteria contained in nationally recognized codes and standards.

U.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)

36 CFR 1191 Americans with Disabilities Act (ADA) Accessibility Guidelines for Buildings and Facilities; Architectural Barriers Act (ABA) Accessibility Guidelines

U.S. DEPARTMENT OF DEFENSE (DOD)

UFC 1-200-01 (2016) DoD Building Code (General Building Requirements)

UFC 1-200-02 (2016) High Performance and Sustainable Building Requirements

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

UFC 3-120-01 (March 2014; Chg 2 October 2014) Design:

Sign Standard

UFC 3-600-01 (2016; with Change 1) Fire Protection Engineering for Facilities

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

UFC 4-215-01 (2014) Armories and Arms Rooms

FC 4-179-03F (2015) Air Force Indoor Small Arms Firing Range

U.S. AIR FORCE (USAF)

AFI 31-101 (2015) Integrated Defense

AFMAN 32-1084 (2012) Facility Requirements

AFMAN 31-229 (2000) USAF Weapons Handling Manual

ETL 08-13 (2008) Incorporating Sustainable Design and Development (SDD) and Facility Energy Attributes in the

SECTION 01 82 00 Page 4

Air Force Construction Program

ETL 11-18 (2011) Small Arms Range Design and Construction

Prototype Design (2015) Dynamic Prototype Design for Indoor Small Arms Firing Range Facility

US ARMY CORPS OF ENGINEERS - OMAHA DISTRICT

ODDG (2014; REV JAN 2015) Omaha District Design Guide for Design Solicitations

BUCKLEY AFB, CO

FEP (2014) Buckley Air Force Base Facilities Excellence Plan

IDG (2013) Buckley Air Force Base Installation Development Plan

AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE)

ASCE 7 (2010; Errata 2011; Supp 1 2013) Minimum Design Loads for Buildings and Other Structures

ASTM INTERNATIONAL (ASTM)

ASTM C 734 (2006) Low-Temperature Flexibility of Latex Sealants After Artificial Weathering

ASTM C 834 (2005) Latex Sealants

ASTM C 919 (2008) Use of Sealants in Acoustical Applications

ASTM C 920 (2008) Standard Specification for Elastomeric Joint Sealants

ASTM E 84 (2009c) Standard Test Method for Surface Burning Characteristics of Building Materials

AMERICAN SOCIETY OF HEATING, REFRIGERATING AND AIR-CONDITIONING

ENGINEERS (ASHRAE)

ASHRAE 90.1 - IP (2016) Energy Standard for Buildings Except Low-Rise Residential Buildings

ARCHITECTURAL WOODWORK INSTITUTE (AWI)

AWI Qual Stds (8th Edition) AWI Quality Standards

FM GLOBAL (FM)

FM APP GUIDE (updated on-line) Approval Guide http://www.approvalguide.com/

SECTION 01 82 00 Page 5

INTERNATIONAL CODE COUNCIL (ICC)

ICC IBC (2015) International Building Code

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 10 (2013) Standard for Portable Fire Extinguishers

NFPA 101 (2015; ERTA 2015) Life Safety Code

NFPA 252 (2017) Standard Methods of Fire Tests of Door Assemblies

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

SHEET METAL AND AIR CONDITIONING CONTRACTORS' NATIONAL ASSOCIATION

(SMACNA)

SMACNA 1793 (2012) Architectural Sheet Metal Manual, 7th Edition

STEEL DOOR INSTITUTE (SDI/DOOR)

SDI/DOOR A250.8 (2003; R2008) Recommended Specifications for Standard Steel Doors and Frames

UNDERWRITERS LABORATORIES (UL)

UL 10B (2008; Reprint Feb 2015) Fire Tests of Door Assemblies

UL 2218 (2010; Reprint May 2012) UL Standard for Safety Impact Resistance of Prepared Roof Covering Materials

U.S. ENVIRONMENTAL PROTECTION AGENCY (EPA)

EPA 625-R-92-016 (1993; Am 1994) Radon Prevention in Design and Construction of Schools and Other Large Buildings

1.2 FUNCTIONAL PLAN REQUIREMENTS

Meet all requirements as shown on architectural drawings and in this architectural Scope of Work. Room-specific requirements may be found in this Architectural Scope of Work.

1.2.1 Personnel and Security Requirements

There are currently no controlled access requirements for either sites or the existing firing range. The contractor shall coordinate with the COR for additional security requirements.

1.2.2 Space Allocation

The Small Arms Range Complex facility includes an open office and a private office, a break room, a queuing space, a laundry room, an arms vault, an

SECTION 01 82 00 Page 6

U.S. ENVIRONMENTAL PROTECTION AGENCY (EPA)

EPA 625-R-92-016 (1993; Am 1994) Radon Prevention in Design and Construction of Schools and Other Large Buildings issue room, a weapons cleaning room, a weapons maintenance room, a classroom, a weapons simulator room, an observation room, a range supplies room, a control room, and an arms range, along with associated support spaces.

Space allocation shall be as shown on the drawings. The maximum gross square footage of the facility is 23,239 SF. Net square footage is somewhat flexible in most spaces, with adjustments being made as necessary to meet space functional requirements. The classroom and weapons simulator are the least flexible, with the firing range having no flexibility in reduction of critical dimensions and square footage below required firing range criteria. Utility areas such as mechanical and electrical rooms shall be sized appropriately for the equipment going into the building. Any necessary reduction or addition of square footage to the utility spaces shall be adjusted in the exterior covered areas so that total square footage come as close to, but not exceeding the 23,239 square feet as allotted to the project. Exterior building dimensions may be adjusted slightly but overall maximum gross square footage shall not be exceeded.

Any changes to the floor plan must be approved by the Corps of Engineers Omaha District Design Branch Architectural Section, and the contracting officer.

1.2.3 Functional Requirements - Base Bid

1.2.3.1 Demolition

Demolish the existing firing range facility. This facility shall not be demolished until the new Small Arms Range Complex facility has been occupied by the user. The existing firing range was constructed in the 1980s, originally as an outdoor range with a earth berm backstop, and was renovated in 2010 to turn it into a partially enclosed range. The current facility site has concrete sidewalls and back walls to prevent ricochets and misaimed shots from leaving the site, separating the range into a main portion with two wings. The berm is held away from the facility with a concrete retaining wall, providing space between the back wall of the range and the retaining wall. The center portion of the range has overhead steel structure and metal and plywood baffles to further prevent stray bullets from leaving the range. The range has a continuous steel bullet trap at the rear of the facility. The two wings of the range have no roofing, with wood timber columns and wood beams spanning between concrete walls. The wood columns sit on buried concrete foundations. The front of the firing range is enclosed in a metal framed structure with uninsulated metal wall and roof panels. The center range portion and the front of the range have concrete floor slabs, while the side wings have loose gravel and dirt. The bullet trap, which penetrates through the back wall of the facility, sits on an exterior concrete slab. The front portion has an interior wood frame control booth.

The contractor shall demolish the entire facility, excluding the retaining wall for the berm, the existing bullet trap and concrete slab immediately supporting the bullet trap. Chain link fencing runs into both sidewalls of the facility. This fencing shall remain, and after the facility has been demolished, new fencing connecting the existing fencing shall be erected along with a swinging access door.

The existing firing range is known to be contaminated with lead particulates from weapons firing activities. See the attached Hazardous Materials Survey. The contractor shall remediate the contaminated portions

SECTION 01 82 00 Page 7 of the building and properly dispose of hazardous materials as a part of the demolition process. Contaminated soil that is disturbed as a part of the demolition process shall also be remediated. Care shall be take to limit disturbance of the surrounding site during demolition activities to reduce the amount of soil required to be remediated.

For information only As-Built drawings of the existing firing range are included with this RFP.

1.2.3.2 New Construction

The contractor shall meet the minimum building envelope energy performance values of ASHRAE 90.1 - IP (2010). The contractor shall insulate the building as needed to meet these values. The contractor shall also meet the minimum energy reduction requirements as listed in Federal mandates.

Construct facility as shown on plans. All spaces shall comply with technical requirements of FC 4-179-03F, ETL 11-18, and Prototype Design standard drawings, except where modified by the technical requirements listed below and in the drawings.

Construct building canopies at the building entrances as shown on the RFP drawings.

Construct exterior aluminum sunshading devices at all windows.

The contractor shall procure and install a 2' high by 2' wide diamond shaped Fire Hazard 4 sign designed per the DoD Hazard Classification System. Locate this sign on the building so that it is visible approaching the main entrance to the facility and coordinate the location with the Base Fire Department.

Construct a VESTIBULE. This space shall have a recessed, drainable walk off mat running at least 10'-0" in the direction of travel. Walk off mat shall have heavy duty carpet tread inserts with 12 mil monofilament for extra abrasiveness. Construct new full glass doors at both pairs of doors for the VESTIBULE. Provide doors with kick plates.

Construct a JANITOR'S CLOSET. Provide JANITOR'S CLOSET with a solid wood door. Provide door with kick plate. Provide space with a utility sink, along with a floor drain. Provide stainless steel shelving with integrated mop holders.

Construct an OPEN OFFICE. Provide OPEN OFFICE with a solid wood door with a narrow lite. Provide door with kick plate. Install 2' by 2' single tier metal lockers as shown.

Construct a LAUNDRY. Provide LAUNDRY with a solid wood door. Provide door with kick plate. Provide space with connections and space for stand alone residential washer and dryer. Provide overhead cabinets above the washer and dryer.

Construct UNISEX TOILET rooms, and SHOWER room as shown. Provide spaces with solid wood doors. Provide doors with kick plates. Construct new wall mounted toilets. Construct new urinals. Accessible toilet compartments shall be installed with ABA compliant grab bars. Construct new lavatories.

Provide new mirrors above the lavatories. Provide a mirror in each shower area. Install new shower. Shower surrounds and shower pan shall be solid surfacing material. Install electric hand dryers, at least one per

SECTION 01 82 00 Page 8 restroom. Each restroom shall have ABA compliant fixtures in locations and quantities as required by ABA. Install ABA compliant permanently fixed locker benches as shown. Install 1' by 1' double tier metal lockers as shown. Provide showers with shower curtains and curtain rods. Provide each shower with an adjacent towel hook affixed to the wall. Provide toilet tissue dispensers in toilet compartments. Provide soap dispensers at lavatory locations.

Construct CORRIDORS as shown on drawings. Provide two water coolers as shown. At least one water cooler shall be ABA compliant. Provide water coolers with integral bottle fillers. Provide a building directory in the corridor in the vicinity of the VESTIBULE.

Construct a CLASSROOM. Provide space with hollow metal doors. Provide doors with kick plates. Each individual door leaf shall be 42" wide, for a total width of 7'-0". Provide space with wall mount and infrastructure for 75 inch TV as shown on drawings. Provide space for a 7'-0" x 7'-0" vehicle mount mockup. Provide a 3' x 2' tackboard along the plan north wall of the space. Provide two 3' x 2' markerboards with marker trays, one on either side of the TV. Provide CLASSROOM with upper and lower cabinets, a sink, and dedicated floor space for a full size residential style refrigerator.

Provide minimum of 15 linear feet of counter space. Plumbing connections shall be provided for a coffee maker, sink, and refrigerator. New countertop shall be solid surfacing material. New sink shall be single bowl stainless steel, undermounted below countertop. The bowl shall be 33" wide minimum. Construct space with an adjustable wall mount and infrastructure for a projector for weapons simulator training. Projector will be controlled by computer at freestanding computer desk. Coordinate wall mount location with end user.

Construct STORAGE rooms. Provide spaces with hollow metal doors. Provide doors with kick plate.

Construct an OBSERVATION room. Provide space with a hollow metal door.

Provide door with kick plate. Provide the space with one-way glass window units as shown.

Construct an ISSUE ROOM. Provide ISSUE ROOM with a hollow metal door.

Provide door with kick plate. Provide space with wall mounted clearing barrel, along with a painted marked safety zone on the floor immediately surround the clearing barrel. Clearing barrel and markings shall be designed per AFMAN 31-229.

Construct an ARMS VAULT. Provide ARMS VAULT with a GSA-approved Class V vault door equipped with a day gate. Construct vault to comply with UFC 4-215-01, AFI 31-101, and AFMAN 32-1084. Provide space with an issue window. Provide a stainless steel counter at the window on the ISSUE ROOM side. Provide space with wall mounted clearing barrel designed per AFMAN 31-229. Sub-divide space with a full height wire mesh partition with lockable door. Caged area shall be for storing of ammunition. Provide space with arms storage racks. Coordinate rack storage size with COR.

Construct a STUDENT WEAPONS CLEANING room. Provide space with a hollow metal door. Provide door with kick plate. Provide space with a stainless steel shop sink and an emergency eyewash, along with necessary plumbing connections. Provide space with a continuous stainless steel U-shaped perimeter counter at standing height as shown on drawings. Provide plumbing connections for solvent parts cleaning machine.

SECTION 01 82 00 Page 9

Construct an ARMS RANGE. Space shall be constructed to comply with the applicable criteria of FC 4-179-03F, ETL 11-18, and Prototype Design standard drawings. Provide space with hollow metal doors. Provide doors with kick plates. This space is defined as a fully contained range. The space shall allow firing from standing, kneeling, prone, and barricade positions. Provide space with 14 firing lanes. Fully contained ranges shall preclude any bullets from leaving the containment limits. Construct overhead baffles with a minimum of 6 inches of horizontal overlap between the trailing edge of any baffle and the leading edge of the next baffle downrange. Baffles shall follow the prescriptive construction requirements of paragraph 7.5 of ETL 11-18. Overhead baffles shall be constructed to withstand rifle ammunition as listed in Table 3 of paragraph 7.5.5.2 of ETL 11-18. Sidewalls running down the length of the range are required to prevent direct fire from exiting the range, and shall comply with the requirements of paragraph 7.5.6 of ETL 11-18. Construct sidewalls of 3500 psi concrete to withstand 7.62mm ammunition per Table 4 of ETL 11-18. Equip ARMS RANGE 113 with a bullet trap system. Provide the space with an adjustable stationary target system. Provide ARMS RANGE with preparation work counters as shown on drawings. These work counters shall be located at a height for standing work. The work counters shall be constructed of heavy duty 304 type 18 gauge stainless steel. The work counters shall have angle brackets as opposed to support legs, to provide an easily cleanable space below the counters. Each lane shall be provided with position barricades designed as shown on sheet A-112 of the Prototype Design standard drawings.

Provide 5'-0" clear space to sidewalls from outside edge of first and last firing positions per ETL 11-18. Shared interior walls surrounding the ARMS RANGE shall be insulated to meet the same R-values as the insulated exterior walls.

Construct a CONTROL BOOTH. Space shall be constructed to comply with the applicable criteria of FC 4-179-03F, ETL 11-18, and Prototype Design standard drawings. Provide space with a hollow metal door. Provide door with kick plate. Space shall have a range control system, capable of controlling the range communication system, and lighting. Provide continuous solid surfacing material countertop running length of space.

Provide storage casework at either end of the countertop consisting of drawers. Provide a minimum of 9'-0" knee space between drawers for chairs.

Provide cable grommets at countertop for range control system and telephone connection. The space shall be elevated so that the finished floor is 2'-6" above the finished floor of the ARMS RANGE. Provide space with access stair. Equip stairs with guardrails and handrails. Provide space with vision windows allowing clear viewing of all firing lanes.

Construct a RANGE SUPPLIES room. Provide space with hollow metal doors.

Provide doors with kick plates. Sub-divide space with a full height wire mesh partition with lockable door, as shown on drawings. Provide floor mounted rack storage with adjustable height wire mesh shelving as shown on drawings. Provide room with a 6" wide by 4" high concrete curb around the perimeter of the room with metal wall panels.

Construct a MECHANICAL room. Provide space with hollow metal doors. Provide doors with kick plates. Provide space with an access ladder and roof hatch for access to rooftop mechanical equipment.

Construct an ELECTRICAL room. Provide space with a hollow metal door.

Provide door with kick plate.

Construct a TELECOMMUNICATIONS room. Provide space with a hollow metal door. Provide door with kick plate.

SECTION 01 82 00 Page 10

Space shall have a range control system, capable of controlling the range communication system, and lighting.

Permanently attach exterior signage on two faces of the building indicating the assigned building number or address. Building number signage shall conform to Buckley AFB signage standards. Coordinate locations with COR.

Construct an aluminum unit logo attached to the building as shown on drawings. Coordinate with COR for unit logo. Size logo, in coordination with COR, for legibility and aesthetics.

Construct a unit logo cast in to the wall panel on the front face of the building as shown on drawings. Coordinate with COR for unit logo. Size logo, in coordination with COR, for legibility and aesthetics.

1.2.4 Functional Requirements - Bid Options

1.2.4.1 Alternate Floor Plan

In lieu of the Base Bid drawings, construct the Small Arms Range Complex per the drawings labeled "Bid Option." Building and room requirements shall be as listed in the base bid, except as modified in this paragraph.

Construct a BREAK ROOM. The break room shall include upper and lower cabinets, a sink, and dedicated floor space for a full size residential style refrigerator and two vending machines. Provide minimum of 15 linear feet of counter space. Plumbing connections shall be provided for a coffee maker, sink, and refrigerator. The space shall be provided with a floor drain. New countertop shall be solid surfacing material. New sink shall be single bowl stainless steel, undermounted below countertop. The bowl shall be 33" wide minimum.

Construct a NCOIC OFFICE. Provide NCOIC OFFICE with a solid wood door.

Provide door with kick plate.

Construct a QUEUING room. Provide wall mount for 42" flat panel TV as shown on drawings.

Construct a CLASSROOM. Provide space with hollow metal doors. Provide doors with kick plates. Each individual door leaf shall be 42" wide, for a total width of 7'-0". Provide space with wall mount and infrastructure for 75 inch TV as shown on drawings. Provide space for a 7'-0" x 7'-0" vehicle mount mockup. Provide a 3' x 2' tackboard along the plan north wall of the space. Provide two 3' x 2' markerboards with marker trays, one on either side of the TV.

Construct WEAPONS SIMULATOR rooms. Provide spaces with hollow metal doors.

Provide doors with kick plates. Construct space with an adjustable wall mount and infrastructure for a projector. Projector will be controlled by computer at freestanding computer desk. Coordinate wall mount location with end user. Construct a folding panel partition wall separating WEAPONS SIMULATOR rooms as shown. Folding panel partition wall shall be manually operated. Folding panel partition shall be STC 50 rated to match adjacent construction. Construct wall pocket to house folding panel partitions when stowed.

Construct a STUDENT WEAPONS CLEANING room. Provide space with a hollow metal door. Provide door with kick plate. Provide space with a stainless steel shop sink and an emergency eyewash, along with necessary plumbing connections. Provide space with a continuous stainless steel U-shaped perimeter counter at standing height as shown on drawings.

SECTION 01 82 00 Page 11

Construct a WEAPONS MAINTENANCE SHOP. Provide space with a hollow metal door. Provide door with kick plate. Provide space with a stainless steel shop sink and an emergency eyewash, along with necessary plumbing connections. Provide plumbing connections for solvent parts cleaning machine.

1.2.4.2 Bid Option - Demolish Existing Bullet Trap

In lieu of leaving the existing bullet trap in place, demolish the existing bullet trap and supporting concrete slab at the existing firing range facility to be demolished.

1.2.4.3 Bid Option - Ledgestone Wainscot

In lieu of concrete finish, provide Ledgestone Wainscoting on the base bid floor plan as show on drawing A-200. The base bid condition is concrete finish.

1.2.5 Structural Requirements

For structural design loads and conditions refer to Section 01 83 00 -

STRUCTURAL REQUIREMENTS.

1.2.6 Room Finishes

See Room Finish Schedule on Architectural Drawings for Room Finish Information.

Provide ceramic tile wainscot surround at mop sink in the JANITOR room.

Install 3/4" fire rated plywood backerboards on at least one wall in the TELECOMMUNICATIONS room per requirements in COMMUNICATION REQUIREMENTS.

Fire-rating stamps on plywood should not be covered.

1.2.7 Exterior Envelope

The exterior envelope shall primarily consist of structural insulated precast concrete wall panels, metal wall panels on steel structure, single ply membrane roofing, and a structural standing seam metal roof. Reference Architectural Drawings for locations of envelope materials.

1.2.8 Facility Services Design

The layout of the mechanical, electrical, and telecommunications spaces (rooms, allocated floor and wall spaces, and chases) are suggestive and may require wall and ceiling configurations to be slightly altered to conform to equipment requirements. Additional information regarding mechanical and electrical rooms of these facilities is described in further detail in their respective Sections.

1.2.8.1 Fire Protection

Fire separation walls and egress from the facilities shall meet or exceed the requirements of NFPA 101 - Life Safety Code. The facility shall be protected throughout by automatic fire sprinkler systems, except as modified by FC 4-179-03F and ETL 11-18. See Section 01 86 13 - FIRE PROTECTION REQUIREMENTS, as well as UFC 3-600-01 - DESIGN: FIRE PROTECTION ENGINEERING FOR FACILITIES. Provide semi-recessed fire extinguisher

SECTION 01 82 00 Page 12 cabinets to comply with requirements of NFPA 10, including allowable travel distances. Fire extinguishers are not in contract.

1.3 GENERAL DESIGN REQUIREMENTS

1.3.1 Antiterrorism/Force Protection

This building shall include design provisions meeting the requirements of UFC 4-010-01 - DoD MINIMUM ANTITERRORISM STANDARD FOR BUILDINGS. This includes, but is not limited to, glazing and blast resistance requirements;

visual screening; HVAC intake louver locations; and other protective features as outlined in the UFC. In addition, all design and construction work in this project shall comply with the antiterrorism/force protection requirements of Buckley AFB. Coordinate with the COR for these requirements.

1.3.2 Desired Image and Architectural Compatibility

The facility shall be compatible with Buckley AFB's aesthetic requirements as listed in the Buckley AFB FEP and IDG. Coordinate with the COR for approval of material aesthetics. Exterior ledgestone finish shall be approved by Buckley AFB through the COR.

1.3.3 Air Barrier

An air barrier shall be installed following the requirements in UFC 1-200-02 and UFC 3-101-01. Air barrier specifications 07 27 10.00 and 07 05 23 are to be edited by the contractor. On design drawings indicate air barrier limits and provide detail drawings and specifications for construction. Studs/furring shall be placed to avoid thermal bridging.

Mechanical rooms are exempt from testing. All other areas shall be segregated and constructed for required air barrier construction with full blower door testing.

1.3.4 Handicapped Accessibility

The entire facility, except the firing range, mechanical, electrical, and telecommunication equipment rooms, shall be designed to be fully accessible in accordance with the Architectural Barriers Act (36 CFR 1191). The facility is intended to be used by able-bodied personnel only. Visitors with physical disabilities will be allowed as observers, but are prohibited from taking part in training activities.

1.3.5 Occupational Safety and Health

Building design shall comply with Occupational Safety and Health Standards (OSHA) criteria for all items which must be included in the design to ensure safety compliance.

1.3.6 Sound and Vibration Control

Standard materials and installation procedures shall be incorporated into the facility's design and construction for sound and vibration control.

When constructing walls, ceilings, materials shall be selected that will impede transmission of equipment vibrations and other noises between rooms and within a room.

1.3.7 Security

Conventional security measures, such as door locking hardware, shall be

SECTION 01 82 00 Page 13 incorporated into the facility's design and development.

Security panels, security equipment, and BMS shall be provided and installed by others. The contractor shall dedicate locations for security panels and equipment in the Telecommunications room, and shall provide 120v power to these locations.

The arms vault shall be equipped with and Intrusion Detection System (IDS).

The IDS system is not in contract, but the contractor shall equip the vault with all necessary rough-ins and conduit to accommodate a future IDS system installation per UFC 4-215-01

1.3.8 Applicable Design Criteria

See below for additonal criteria that is applicable to the design of this project. See REFERENCES paragraph for full criteria listing.

UFC 1-200-01

ETL 08-13

ODDG

ASHRAE 90.1 - IP

AWI Qual Stds

SMACNA 1793

UL 2218

1.3.9 Material Selection Criteria

1.3.9.1 Economy

Where feasible, use materials readily available within the local area. No special or unique forms of construction shall be used, and skilled workers within the area shall be familiar with the proper methods required to build these facilities.

1.3.9.2 Operation and Maintenance

Material selections shall be based upon reducing operation and maintenance costs. All materials shall be easy to clean and resist soiling.

1.3.10 Radon Resistant Construction

Construct the facility to meet the minimum requirements for radon resistant new construction as outlined in Chapter 2 of EPA 625-R-92-016.

1.4 TECHNICAL SPECIFICATIONS

Government-provided technical guide specifications shall be completely edited and fully coordinated with the drawings to accurately and clearly identify the selected products and installation requirements for these facilities.

The guide specifications define the minimum requirements and level of quality for items of equipment, materials, installation, and testing that shall be provided for the facilities. Where requirements are not covered in the guide specifications, specification sections shall be prepared to cover those subjects and shall be in the same format as the guide specifications.

SECTION 01 82 00 Page 14

1.3.10 Radon Resistant Construction

Construct the facility to meet the minimum requirements for radon resistant new construction as outlined in Chapter 2 of EPA 625-R-92-016.

1.5 CONSTRUCTION SYSTEMS AND ASSEMBLIES

1.5.1 Construction Of Facilities

This facility shall be designed and constructed as permanent construction and any work under this project shall be considered permanent construction and brought up to current codes and standards. The definition of permanent construction is, "Facilities designed and constructed to serve a life expectancy of more than 50 years, should be energy efficient, and must have finishes, materials, and systems selected for low maintenance and low life-cycle cost." Reference UFC 1-200-02 - DESIGN: High Performance and Sustainable Building requirements for additional design criteria.

Types and methods of construction are limited to the criteria established in this Section and all other Sections of the RFP, and shall meet all governing code applications.

Where wood construction is used for wood blocking, wood in contact with the ground, etc., the wood products shall be preservative treated. Primarily, wood shall be used in an ancillary use, such as blocking, and not as a prime construction material.

Walls, floors, ceilings and other affected systems shall be permanently constructed and attached to each other. All construction shall be done in a workman-like manner, properly installed, square and plumb as intended, and finished to match existing adjacent surfaces.

Methods, materials, systems, etc., shall match existing and be of a quality that requires little or no maintenance.

1.5.2 Precast Prestressed Structural Concrete

The contractor shall utilize non-composite precast concrete panels at building perimeter locations where thermal insulation is of primary importance. Care shall be taken in detailing to ensure a continuous thermal barrier throughout all non-composite panel areas. Areas of concrete webbing shall be reduced or eliminated to the greatest extent practicable by the precast concrete panel supplier. Non-conductive, non-composite wythe connectors shall be used. Insulation at openings, joints, and boundaries in the precast concrete panels may be tapered near openings, but must maintain a continuous thermal barrier. All other panels may be composite or solid panels.

1.5.3 Structural Standing Seam Metal Roof

Roofing shall be non-combustible structural standing seam metal roofing that meets or exceeds Class 4 impact resistance rating when tested in accordance with UL 2218. The standing seam metal roof assembly shall be designed to resist wind uplift loads of 100 mph in accordance with ASCE 7.

and possess a 2 inch diameter hail warranty. Provide gutters and downspouts to drain roof surfaces. Coordinate downspout termination with storm water drainage systems. Install fall protection anchor points on all roofs with a slope greater than 2:12. For structural standing seam metal roofing, provide the material with 22 gauge minimum steel panels that are textured, ribbed, or striated to minimize possibility of oil canning.

The standing seam metal roofing manufacturer shall provide a no-dollar-limit materials and workmanship warranty for the roofing system.

The warranty period shall be not less than 20 years from the date of

SECTION 01 82 00 Page 15

Government acceptance of the work. The warranty shall be issued directly to the Government. The warranty shall provide that if within the warranty period the metal roofing system becomes non-watertight or shows evidence of corrosion, perforation, rupture or excess weathering due to deterioration of the roofing system resulting from defective materials or installed workmanship the repair or replacement of the defective materials and correction of the defective workmanship shall be the responsibility of the roofing system manufacturer. The warranty shall include all roof penetration items such as plumbing vents and mechanical equipment curbs;

eave, ridge caps, valley, wall, and other roof system flashings, and any other components specified within this contract to provide a weathertight roof system; and items specified in other sections of these specifications that are part of the SSSR system. Repairs that become necessary because of defective materials and workmanship while roofing is under warranty shall be performed within 7 days after notification, unless additional time is approved by the Contracting Officer. Failure to perform repairs within the specified period of time will constitute grounds for having the repairs performed by others and the cost billed to the manufacturer. The Contractor shall also provide a 2 year contractor weathertightness installation warranty.

For selected warranties, the contractor shall have the product manufacturer visit the site, complete an inspection, and provide the roof with the described warranty before the project will be considered complete.

1.5.4 Single Ply Membrane Roof

Single Ply Membrane Roof shall be internally fabric or scrim reinforced and fully adhered to its substrates. Width and length of of sheets must be the maximum width attainable as recommended by the manufacturer to minimize field formed seams in the fields of the field of the roof. Single ply membrane roof shall be white in color, and be a cool roof as outlined in with an Solar Reflectance Index (SRI) value of 78 minimum.

Complete roof covering assembly, including insulation, flashings, and coping must be rated Class 1-90 in accordance with FM APP GUIDE to meet or exceed the factored uplift pressures outlined in FM Loss Prevention Data Sheet 1-28, and comply with FM Loss Prevention Data Sheet 1-29 for enhancements at the perimeter and corners. Do not install non-rated systems.

The roof membrane manufacturer shall provide a single source, comprehensive 20-year, non-pro-rated, no dollar limit total roof system warranty, including flashing, insulation, and accessories necessary for a watertight, wind, and hail resistant roof system construction. The components of the roofing system shall be products of a single roofing system manufacturer (except in the case the component is an accessory and that type of component is not available through the roofing system manufacturer) as required to provide the specified system warranty. The warranty shall include coverage for sustained wind speed and/or peak wind gusts up to 100 mph, damage from hail up to 1 1/2 inch in diameter, accidental punctures resulting from normal rooftop inspection, maintenance and/or service, and must state that:

a. If within the warranty period the roof system, as installed, becomes non-watertight, shows evidence of moisture intrusion within the assembly, splits, tears, cracks, delaminates, separates at the seams, shrinks to the point of bridging or tenting membrane at transitions, or shows evidence of excessive weathering due to wind, hail, accidental punctures, defective materials or installation workmanship, the repair

SECTION 01 82 00 Page 16 or replacement of the defective and damaged materials of the roof system assembly and correction of defective workmanship must be the responsibility of the roof membrane manufacturer. The roof membrane manufacturer is responsible for all costs associated with the repair or replacement work.

b. When the manufacturer or his approved applicator fail to perform the repairs within 72 hours of notification, emergency temporary repairs performed by others does not void the warranty.

The roof system installer shall warrant for a period of not less than one

(1) year that the roof system, as installed, is free from defects in installation workmanship, to include the roof membrane, flashing, insulation, accessories, attachments, and sheet metal installation integral to a complete watertight roof system assembly. The warranty must run directly to the Government. The roof system installer is responsible for correction of defective workmanship and replacement of damaged or affected materials. The installer is responsible for all costs associated with the repair or replacement work.

1.5.5 Soffits

Provide all roof systems and canopies with 24 gauge steel soffit panels.

Soffit panels shall be factory finished to match roof color.

1.5.6 Windows

Provide windows as shown on drawings. Size and precise location of windows can be adjusted based on daylighting and energy analyses. Windows shall be low-E, insulated units, except for interior glazing. Exterior window units shall have an R-value (Winter nighttime) of 3.5 minimum, and a maximum shading coefficient of .33. Provide windows with thermally broken frames.

All operable windows shall have locks and insect screens, excluding interior windows. Provide windows with exterior clear anodized aluminum sunshading devices

1.5.7 Metal Wall Panels

Metal wall panels shall be 22 ga. thick for face sheet thickness, with a smooth exterior texture. Panels shall be minimum 12 inches wide.

1.5.8 Gypsum Board Assemblies

All gypsum wall board shall be 5/8" thick. Provide fire-resistant gypsum board where required to achieve fire-ratings. Pre-decorated gypsum board panels and trim system or similar type products and assemblies are not permitted.

All interior partitions shall be permanent, non-combustible construction, and shall be designed to withstand a 10-psf wind load with a maximum mid-span deflection of L/360. Typical interior partitions shall be framed with metal studs, with one layer of gypsum board on each side.

Steel studs shall be sized according to the furnished design and wall heights required.

Interior partitions requiring physical security, fire ratings, or sound ratings shall be designed and constructed in accordance with manufacturer's approved, tested system designs. These and other partitions extending to

SECTION 01 82 00 Page 17 the underside of the roof structure shall be laterally braced to the structure and shall have slip tracks to accommodate structural deflection.

1.5.9 Gypsum Board Ceilings

All gypsum board shall be 5/8-inch thick. Gypsum board in toilet rooms, showers,janitor's closet and laundry shall be water/mold-resistant.

Fire-resistant gypsum board shall be utilized where required to achieve fire-rating.

1.5.10 Exposed Structural Ceilings

All exposed ceilings shall be painted.

1.5.11 Insulation

Do not expose insulation on interior wall surfaces. Where pipe insulation is exposed in maintenance areas use insulation jackets of durable, protective fabric in accordance with the applicable criteria.

1.5.12 Acoustical Requirements

The ARMS RANGE shall have acoustical panels provided at perimeter walls and baffles in sufficient quantity to meet the noise reduction criteria of ETL 11-18. Locate these panels per paragraph 7.2.9.1 of ETL 11-18. The CONTROL BOOTH shall be designed so that the ceiling tile have an Noise Reduction Coefficient (NRC) of .85 or higher. Provide the OPEN OFFICE and NCOIC OFFICE with STC 42 rated partitions. Provide MEN'S RESTROOM, WOMEN'S RESTROOM, UNISEX TOILET and SHOWER with STC 42 rated partitions. Provide the LAUNDRY room with STC 50 rated partitions. Provide the STUDENT WEAPONS CLEANING room with STC 50 rated wall partitions. Provide the WEAPONS MAINTENANCE SHOP with STC 50 rated wall partitions. Provide the CLASSROOM 111 with STC 50 rated partitions. Provide the OBSERVATION ROOM with STC 46 rated partitions. Provide the WEAPONS SIMULATOR rooms with STC 50 rated partitions. Provide the ARMS RANGE with STC 50 rated partitions. At shared walls, rooms with the higher STC rating requirements shall override lesser requirements for adjacent rooms.

1.5.13 Arms Racks

Provide Arms Storage Lockers in quantity and configuration as shown on design drawings. Basis of design is "Secure-it Tactical" Weapon Rack Model 84 or equivalent. Requirements for Arms Storage Lockers shall be as follows:

Cabinet footprint must not be any larger than 36" x 16" x 84."

Rack must utilize bi-folding, non-retractable door design with a minimum of a nine point locking mechanism and padlock attachment. Cabinets must be secured by using one standard military issued padlock. Cabinets that require more than one padlock to secure are not acceptable.

Minimum of 14 gauge all welded steel construction with diamond perforations for ventilation and visual access.

Provide a minimum of 2 adjustable shelves per locker unit. Internal shelf storage capacity 900lbs per shelf, fully adjustable with no hardware.

All internal storage components allow for instantaneous reconfiguration

SECTION 01 82 00 Page 18 without the need for tools.

Cabinets must be provided in the quantity indicated on the drawings. Each cabinet shall be provided with manufacturer standard clips, supports and accessories to house a variety of standard-issue individual weapons. A weapons inventory will be provided to the contractor upon contract award.

1.5.14 Bullet Trap

Provide a bullet trap system with deceleration chamber and dust and solids collection complying with the requirements of ETL 11-18. The bullet trap shall absorb all fired ammunition projectiles, including acute angle strikes while preventing splash backs and ricochets. The bullet trap shall be of the dry funnel type and not require liquid or fluid. The bullet trap shall be constructed to catch rounds up to and including 7.62mm rifle caliber ammunition.