W912QR20R0016-0006.pdf

CIVIL/OPS/ENVIRONMENTAL BR

ATTN: MARCEL D HULL

600 DR M L KING JR PL RM 821

LOUISVILL KY 40202-2236

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

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.

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

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

Solicitation W912QR20R0016 for the Crane Radiation Test Facility project is hereby amended as follow s:

SEE ATTACHED SUMMARY OF CHANGES AMDT 0006.

1. CONTRACT ID CODE PAGE OF PAGES

1 2

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

16C. DATE SIGNED

BY

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street , County, State and Zip Code) X W912QR20R0016

X 9B. DATED (SEE ITEM 11)

24-Apr-2020

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

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

Offer 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 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram 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 telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

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

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

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

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, 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)

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

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

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO.

5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

25-Feb-2021

CODE

U. S. ARMY ENGINEER DISTRICT, LOUISVILLE

600 DR. MARTIN LUTHER KING, JR. PLACE

ROOM 821

LOUISVILLE KY 40202-2239

W912QR 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE 964860

FACILITY CODECODE

EMAIL:TEL:

W912QR20R0016-0006

W912QR20R0016

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION SF 30 - BLOCK 14 CONTINUATION PAGE (SF 30)

The following have been added by full text:

SUMMARY OF CHANGES AMDT 0006

Solicitation: W912QR20R0016 Project: Design/Build of a Radiation Test Facility Location: NSWC Crane, IN.

Amendment 0006 Summary of Changes

General Information:

A. The following SPECIFICATION SECTIONS have been revised and replaced in their entirety.

01 02 00.00 48: Statement of Work – Table of Contents

01 02 00.00 48: Statement of Work – Part 6

01 02 00.00 48: Statement of Work – Part 7

01 02 00.00 48: Statement of Work – Part 10

01 02 00.00 48: Statement of Work – Part 11

01 02 00.00 48: Statement of Work – Part 12

B. The following ATTACHMENT has been revised and replaced in its entirety.

Attachment B: Geotechnical Report

C. The following ATTACHMENT has been added in its entirety.

Attachment W: Door Detail

D. The Proposal due date remains 05 March 2021 at 2:00 PM Eastern Time (ET).

All Other Terms and Conditions Remain Unchanged.

END OF SUMMARY OF CHANGES

(End of Summary of Changes)

*** SAFETY PAYS ***

Design Build Radiation Test Facility NSWC Crane, IN W912QR20R0016

01 02 00.00 48 - 1

SECTION 01 02 00.00 48 – STATEMENT OF WORK

TABLE OF CONTENTS

Page

PART 1 DESIGN OBJECTIVES, AND FUNCTIONAL AND AREA REQUIREMENTS 6

1.1 SCOPE OF WORK. 6

1.2 DESIGN OBJECTIVES. 6

Amendment 004 8

**************************************************************************************************** 8

Amendment 004 8

1.3 CONTRACTOR RESPONSIBILITY. 9

1.4 SURVEY AND GEOTECHNICAL INFORMATION. 9

1.5 RFP DRAWINGS. 9

1.6 SPECIFICATIONS. 9

1.7 SITE. 10

1.8 FUNCTIONAL AND AREA REQUIREMENTS. 11

1.9 OPTIONS 11

PART 2 APPLICABLE CRITERIA AND COORDINATION WITH LOCAL AUTHORITIES 13

2.1 APPLICABLE CRITERIA. 13

2.2 LOCAL AND STATE CODES OR STANDARDS. 14

2.3 MILITARY CRITERIA. 14

2.4 OTHER APPLICABLE CRITERIA. 16

2.5 SOURCES FOR GOVERNMENT PUBLICATIONS. 20

2.6 PERMITS AND COORDINATION WITH LOCAL AUTHORITIES. 21

PART 3 SITE CIVIL ENGINEERING 23

3.1 GRADING. 23

3.2 GEOTECHNICAL STUDIES 23

3.3 UTILITIES. 25

3.4 CIRCULATION. 25

3.5 DEMOLITION. 26

3.6 CLEARING AND GRUBBING. 26

3.7 BORROW MATERIAL. AMENDMENT 004

************************ 26

3.8 OFF-SITE WORK. 26

3.9 ANTI-TERRORISM STANDARDS 26

3.10 RECORD OF ENVIRONMENTAL CONSIDERATION (REC) 26

3.11 CONTRACTOR LAYDOWN AREA 27

3.12 SITE IMPROVEMENTS 27

NSWC Crane, IN W912QR20R0016

01 02 00.00 48 - 2

AMENDMENT 004

************************ 27

PART 4 SITE ELECTRICAL / COMMUNICATIONS ENGINEERING 28

4.1 UTILITY POWER. 28

4.2 TELECOMMUNICATIONS SERVICE. 28

4.3 CABLE TELEVISION (CATV) SERVICE 29

4.4 CATHODIC PROTECTION 29

PART 5 LANDSCAPE ARCHITECTURE 31

5.1 QUALITY ASSURANCE. 31

5.2 SOIL TESTING. 31

5.3 INSTALLATION. 31

5.4 ESTABLISHMENT PERIOD. 31

5.5 WARRANTY. 31

5.6 LANDSCAPE IRRIGATION. 31

5.7 TURF AND MEADOW GRASSES. 31

5.8 MISCELLANEOUS. 31

PART 6 ARCHITECTURAL AND INTERIOR DESIGN 33

6.1 DESIGN GOAL. 33

6.2 GENERAL CONSTRUCTION REQUIREMENTS. 34

6.3 OCCUPANCY AND BUILDING TYPE CLASSIFICATIONS. 35

6.4 EXTERIOR DESIGN. 35

Amendment 006

6.5 INTERIOR DESIGN. 38

Amendment 006

6.6 FURNITURE AND EQUIPMENT. 42

Amendment 004 42

PART 7 STRUCTURAL DESIGN 43

7.1 GENERAL REQUIREMENTS. 43

7.2 STRUCTURAL WORK. 43

Amendment 006

7.3 STRUCTURAL DESIGN CRITERIA. 45

Amendment 006

PART 8 THERMAL DESIGN 47

NSWC Crane, IN W912QR20R0016

01 02 00.00 48 - 3

8.1 THERMAL CHARACTERISTICS. 47

8.2 HUMID AREA DESIGN. 47

PART 9 PLUMBING DESIGN 48

9.1 DESIGN CRITERIA. 48

9.2 DESIGN NARRATIVE AND CALCULATIONS. 48

9.3 PLUMBING FIXTURES AND EQUIPMENT. 49

9.4 PIPING SYSTEMS. 50

AMENDMENT 004 51

9.5 NATURAL GAS PIPING SYSTEMS. 51

AMENDMENT 002 51

PART 10 ELECTRICAL DESIGN 53

10.1 DESIGN CRITERIA 53

10.2 DESIGN CALCULATIONS 53

10.4 LIGHTNING PROTECTION AND GROUNDING SYSTEMS 54

10.5 INTERIOR LIGHTING 55

10.6 INTERIOR ELECTRICAL DISTRIBUTION 57

Amendment 006

10.7 SPECIAL POWER REQUIREMENTS 59

Amendment 006

10.8 INTERIOR GROUNDING SYSTEMS 61

10.9 INTERIOR TELECOMMUNICATIONS 62

10.10 SPECIAL COMMUNICATIONS SYSTEMS 64

10.11 ELECTRONIC SECURITY SYSTEMS 65

PART 11 HVAC DESIGN 66

11.1 DESIGN CRITERIA. 66

Amendment 006

11.2 DESIGN CALCULATIONS. 67

11.3 HVAC SYSTEMS 69

Amendment 006

11.4 DUCTWORK, PIPING AND ACCESSORIES 71

11.5 TESTING, ADJUSTING, AND BALANCING. 72

11.6 COMMISSIONING 72

11.7 BUILDING OCCUPANCY FOR ENERGY CALCULATIONS 72

PART 12 ENERGY CONSERVATION 73

Amendment 006

NSWC Crane, IN W912QR20R0016

01 02 00.00 48 - 4

12.1 ENERGY CONSERVATION STRATEGIES. 73

Amendment 006

**************************************************************************************************** 73

**************************************************************************************************** 74

PART 13 FIRE PROTECTION DESIGN 75

13.1 DESIGN CRITERIA. 75

13.2 WATER SUPPLY FOR FIRE PROTECTION 75

13.3 FIRE PROTECTION EQUIPMENT 76

13.4 FIRE ALARM (FA) AND MASS NOTIFICATION SYSTEM (MNS) 76

PART 14 SUSTAINABLE DESIGN 80

14.1 SUSTAINABLE DESIGN GOALS. 80

14.2 SUSTAINABLE DESIGN MEASURES. 80

PART 15 ADDITIONAL REQUIREMENTS 81

15.1 WARRANTIES. 81

15.2 CYBERSECURITY 81

15.3 OIL CONTAINMENT 81

15.4 RADON 81

15.5 SOLE SOURCE ITEMS 82

ATTACHMENTS TO THE STATEMENT OF WORK

Attachment A – Room Requirement Sheets

Amendment 006 Attachment B – Geotechnical Report

Amendment 006 Attachment C- L3 Reference Documents Attachment D – RF Shield Room Requirements Attachment E – Low Threshold Example Attachment F – STEGBE4590 - ethernet Interface Attachment G – Not Used Attachment H – Not Used Attachment I – Not Used Attachment J – HPSB Checklist Attachment K – Not Used Attachment L – Flow Test Attachment M – Energy Analysis Report Attachment N – Water Harvesting Analysis Attachment O – Minimum Construction Standards for Open Storage

NSWC Crane, IN W912QR20R0016

01 02 00.00 48 - 5

Attachment P – Form DD1354 Attachment Q – eOMSI Form Attachment R – Indiana Dept of Revenue General Sales Tax Exemption Certificate Attachment S – Indiana Dept of Revenue Chapter 5 Exempt Transactions of Retail Merchants

Amendment 002 Attachment U – Strategic Radiation Testing CATEX Attachment V – PWD Crane Architecture and Engineering Preferences Supplemental

Amendment 002

Amendment 004 Attachment T – Strategic Radiation Testing CATEX Attachment U – PWD Crane Architecture and Engineering Preferences Supplemental Attachment V – Facility Responsibility Matrix

Amendment 004 Amendment 006 Attachment W – Door Detail

Amendment 006

REFERENCE DRAWINGS UNDER SEPARATE COVER

NSWC Crane, IN W912QR20R0016

01 02 00.00 48 - 33

Amendment 004

PART 6

ARCHITECTURAL AND INTERIOR DESIGN

6.1 DESIGN GOAL.

The overall architectural design goal for the facility is to provide a functional, affordable, and op-erational building that provides a place for testing, maintaining of radiation testing equipment, and building support functions. The building should provide an efficient and functional layout that is up to date and safe for its occupants, and will be a source of pride for the facility users.

The RFP drawings present a conceptual building layout which meets the Crane Naval Surface Warfare Center (NSWC) scope and functional requirements for a Radiation Test Facility, and which has been accepted by the Government. This does not preclude the Contractor from mak-ing improvements to the design so long as such improvements are consistent with the require-ments of the RFP and acceptable to the Government. The building design is conceptual in na-ture and the Contractor shall finalize all elements of the design, including exact dimensions, de-tails, and methods of construction. In completing the design, the Contractor will be allowed some latitude in manipulating the plans and elevations to improve functional layout, to accom-modate structural, mechanical, and electrical systems, and to allow flexibility for design and aes-thetic expression. The spatial relationships and adjacencies, however, must be maintained, un-less the Contractor recommends changes to the Government, and the Government approves such changes. The Room Requirements are included in the Crane Radiation Test Facility, De-sign/Build RFP Room Requirements spreadsheet.

6.1.1 Site Planning Objectives. Refer to Part 3 Site Civil Engineering of this Statement of Work.

6.1.2 Exterior Design Objectives. The exterior colors of the building shall meet the require-ments of the most up to date Naval Surface Warfare Center (NSWC), Crane Installation Design Guide and shall enhance the visual environment and context of the surrounding area. Exterior materials and detailing shall comply with the provisions of this RFP. Use durable, low-mainte-nance, available materials.

6.1.2.1 Crane Naval Surface Warfare Center has accepted the conceptual building plan, in-cluding the color scheme as discussed herein. Any appreciable change to the building footprint requires Government approval.

6.1.2.2 Refer to the RFP Drawings for characteristics of the exterior of the building that con-vey the visual context of the design and the surrounding area.

6.1.3 Interior Design Objectives. The intent of the building’s interior design is to present an efficient and interesting interior space that utilizes durable materials and furnishings to convey an organized work space situated around the Radiation Test functions. Finishes and furnish-ings shall be easily maintained and/or replaced when they have reached their useful life. Inte-rior surfaces shall be easy to clean and light in color, avoiding trendy or bright color schemes.

Where feasible, spaces shall be arranged to allow re-arrangement of furniture to meet future needs.

NSWC Crane, IN W912QR20R0016

01 02 00.00 48 - 34

6.1.3.1 The RFP provides basic finishes and a color palette for most spaces. The Contrac-tor’s designer shall to develop a more comprehensive finish and color palette for approval by the Government, including accent colors and finishes, especially for common-use areas of the build-ing. Such finish and color palette shall include doors, door frames, louvers and other special items.

Functional space requirements shall be as noted in the Crane Radiation Test Facility, De-sign/Build RFP Room Requirements spreadsheet. The interior layout shall be developed in ac-cordance with the room data requirements of this RFP and in conformance with the Installation Design Guide for acceptance by the Government. The Contractor’s designer shall coordinate the interior finishes and color palette with the Government.

6.1.3.2 Where the Contractor provides schedules, labeling or key plans (for signage, lockset keying, electrical panel schedules, communications/data wiring, etc.), Contractor shall use final room numbers if different from construction document room numbers.

6.1.4 Material and Product Selection Criteria. Materials shall meet the requirements of this RFP, which establish a minimum level of quality. Higher quality, more durable materials will be evaluated more favorably.

6.2 GENERAL CONSTRUCTION REQUIREMENTS.

The goal of the construction of the Radiation Test Facility at NSWC Crane is to provide a new state of the art facility to provide radiation testing for munitions for compliance with government mandated maintenance requirements. The construction includes a single story (high-bay) space that houses the test cell and associated spaces and functions, such as work spaces, DAS Control Room, and storage. Successful construction of the facility requires planning and foresight, as the concrete test cell should be constructed prior to completing the frame and building envelope. Planning for recessed slabs and mat foundations is also critical to the con-struction process as underground utilities and services need to be roughed-in before finalizing concrete slab and foundation work.

The final building configuration contains a concrete test cell for short pulse gamma (SPG) ray testing, contained within the test lab area, along with a pre-fabricated radio frequency (RF) shielded control room, maintenance areas, an ancillary equipment area to support the SPG Test Cell, perimeter work spaces, a telecom room, and electrical room, all contained within the high-bay test area. The exterior walls of the high bay and a portion of the building support area shall be constructed as a secure area (Open Storage) boundary. The Vestibule and Mechanical Room shall be excluded from the secure area (Open Storage) boundary. Refer to the attach-ments for Open Storage construction requirements. The building support area contains the ves-tibule, janitor’s closet, multi-purpose room, mechanical room, a men’s and women’s restroom.

The Room Requirements are included as an attachment to the RFP. The building footprint indi-cated in the conceptual drawings is approximately 9,500 square feet.

The multi-purpose room and ancillary area are not programmed spaces. The multi-purpose room is indicated to address the requirement for a space that can be a lactation room when nec-essary. The Designer of Record (DOR) shall determine if this space is required in this facility.

The Ancillary space is an allowance for tapered building columns, if utilized, or an egress path.

The RFP drawings and the Room Requirements spreadsheet present the base bid require-

NSWC Crane, IN W912QR20R0016

01 02 00.00 48 - 35 ments. The option consists of administrative areas that are indicated on the Room Require-ments Option A spreadsheet. Drawings are not provided for Option A. The additional spaces in-clude a conference room, in-house/visitor work space, breakroom, lobby, and corridor. The conference room, in-house/visitor work space, and multi-purpose room shall be contained within the open secret boundary. The restrooms and janitor’s closet are not required to be within the open secret boundary if they are not accessed from within the boundary. The square footages of the administrative and building support spaces listed on the Room Requirements Option A spreadsheet shall be adjusted to accommodate increased plumbing fixtures, mechanical equip-ment, and economies of space. The option floor plan should address feasibility of construction, function, space utilization, spatial relationships, secure boundary, and site planning.

There is no renovation as part of this RFP. Room furniture will be designed by the Contractor but will be purchased and installed by the government.

6.2.1 The exterior walls may be either clad with minimum R-19 insulated metal panels or sin-gle skin metal panels with a separate thermal and air barrier system. The building envelope shall, at a minimum, comply with all ASHRAE Standard 90.1 requirements. The exterior material colors shall meet the requirements of the (NSWC), Crane Installation Design Guide and shall enhance the visual environment and context of the surrounding area. As a betterment, the con-tractor could provide a masonry or metal panel wainscot for the lower height building support portion of the facility.

6.2.2 The roofing system shall be a standard pre-engineered metal building frame or structural steel frame covered with either insulated metal roof panels or single skin metal roof panels with a separate thermal and air barrier system. Intermediate building columns are not allowed within the high bay/testing area due to the test cell location, pre-fabricated RF shield room, and the forklift access path. The building envelope shall, at a minimum, comply with all ASHRAE Stand-ard 90.1 requirements. Minimum roof slope shall be 1” per foot. Drainage is provided with gut-ters and downspouts.

6.2.3 Gutters, downspouts, trim, and flashing shall be prefinished metal to match the wall pan-els.

6.3 OCCUPANCY AND BUILDING TYPE CLASSIFICATIONS.

Occupancy classifications, construction types, allowable areas, maximum building heights, smoke and fire separation requirements shall comply with the requirements of the International Building Code. NSWC prefers that the wall between the building support area and the high bay be fire rated, if necessary, to allow the storage areas to be open within the high bay area.

6.4 EXTERIOR DESIGN.

6.4.1 Acceptable Materials and Colors. The exterior building materials shall be durable and the exterior colors shall conform to the Crane Installation Design Guide.

6.4.2 Exterior Walls. The exterior walls for the building shall be metal wall panels with either integrated insulation or a separate thermal and air barrier system complying with ASHRAE. The interior face of the exterior walls is painted gypsum board on metal framing in the vestibule, multi-purpose room, men’s and women’s restrooms. The gypsum board shall be moisture re-sistant and impact resistant where indicated. The interior face of the exterior walls are either metal liner panel or fabric liner with exposed metal framing in the remaining areas. The exterior walls shall meet the Energy requirements described in this RFP.

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6.4.3 Roofs. The roof system shall be either a standard pre-engineered metal building frame or structural steel frame covered with either insulated metal roof panels or single skin metal roof panels with a separate thermal and air barrier system. Minimum roof slope shall be 1” per foot.

Drainage is provided with gutters and downspouts. The insulation thickness shall be deter-mined by the R value required for this location.

Amendment 002

6.4.3.1 All roof systems shall have 30-year material, finish, and weather-tightness no dollar limit warranties. See Outline Technical Specifications for required warranty language.

Five year bond is not required.

Amendment 002

6.4.4 Trim and Flashing. Gutters, downspouts, and fascias shall be prefinished metal; com-ply with SMACNA Architectural Sheet Metal Manual. Provide manufacturer's 20-year material and finish warranty.

6.4.4.1 Provide gutters, downspouts, boots and other roof drainage elements as appropriate to direct runoff away from the building without damage or erosion to landscaping or paving.

6.4.5 Miscellaneous Exterior Elements.

6.4.5.1 Knox Box. Provide a Knox Box at the Radiation Test Facility. Location shall be co-ordinated with the Base Fire Department and Security during the Design.

6.4.5.2 Exterior Expansion Joints. The Contractor shall provide exterior expansion joints be-tween the high-bay and admin area of the building as required by the design.

6.4.6 Exterior Signage. The following are minimum requirements. Additional exterior signage may also be provided.

Amendment 002

6.4.6.1 Contractor shall provide exterior signage on the building at exterior doors indicating associated interior spaces and the building number as required. Yard sign shall be provided on site indicating the building name: location will be determined by the design team. All building signage shall comply with Crane Installation Design Guide standards. The Contractor shall co-ordinate style, size, and text of signs with the Installation Design Guide and the Crane Depart-ment of Public Works.

Amendment 002

6.4.7 Exterior Personnel Doors and Frames.

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6.4.7.1 Exterior Doors and Hardware. Exterior doors and frames shall be insulated hollow metal; comply with ANSI A250.8/SDI 100. Doors shall be Level 3, physical performance Level A, Model 2; insulated; top edge closed flush. Frames shall be Level 3, 14 gauge, with continu-ously welded corners and seamless face joints. Doors and frames shall be constructed of hot dipped zinc coated steel sheet, complying with ASTM A653, Commercial Steel, Type B, mini-mum A40 coating weight; factory primed. Anchors and accessories shall be zinc coated. Fire-rated openings shall comply with NFPA 80 and the requirements of the labeling authority. Exit devices shall comply with Life Safety requirements of NFPA 101 and UL listed modern rim style device and shall be fail secure. The exit device shall have a dogging feature or have the ability to lock the latch in a retracted position for unrestricted building entry at times of the User’s choosing. Design of glass, glazing, frames, connections and structure shall comply with antiter-rorism minimum standards and other code requirements. Refer to Part 1 paragraph 1.2.8 for implementation requirements of UFC 4-010-01 and exceptions noted for this project.

6.4.7.1.1 Hinges. ANSI/BHMA A156.1; template, full mortise, heavy duty, ball bearing, minimum size 4 1/2 inch x 4 1/2 inch, non-ferrous base metal, non-removable pins.

6.4.7.1.2 Locksets. ANSI/BHMA A156.2; series 4000, Grade 1 cylindrical locksets, non-ferrous base metal, removable core. Specific requirements are as follows:

6.4.7.1.2.1 Entry Doors shall be Lever Handle that can be unlocked using key in outside lever. All cylinders shall be BEST with 7-pin interchangeable core. Any proposed sub-stitutions must be compatible with the existing keying system and must be approved by the Government.

6.4.7.1.3 Exit (Panic) Devices. ANSI/BHMA 156.3; heavy-duty touch-pad type, through-bolted mounting. Listed and labeled for panic protection based on UL 305.

6.4.7.1.4 Closers. ANSI/BHMA A156.4; series C02000, Grade 1, hydraulic, factory-sized, adjustable to meet field conditions. Provide for all exterior doors, all doors opening to corridors, and as otherwise required by codes. At all exterior doors provide overhead holders or closers, with hold-open capability.

6.4.7.1.5 Auxiliary Hardware. ANSI/BHMA A156.16. Provide wall or floor stops for all ex-terior doors that do not have overhead holder/stops. Provide other hardware as necessary for a complete installation.

6.4.7.1.6 Thresholds. ANSI/BHMA A156.21; non-ferrous metal. Provide at all exterior doors.

6.4.7.1.7 Weatherstripping. ANSI/BHMA A156.22. Provide at all exterior doors.

6.4.7.1.8 Kick Plates. ANSI/BHMA A156.6; non-ferrous metal. Provide at all doors with closers on push side.

6.4.8 Exterior Overhead door. Provide a motor operated, insulated, steel door with provision for manual chain operation. The door shall be sized to accommodate the equipment and ob-jects to be tested transported by a forklift. The exterior overhead coiling door shall have con-crete filled pipe bollards protecting exterior and interior jambs.

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6.4.9 Thermal Insulation. Provide exterior wall, floor, and roof/ceiling assemblies with ther-mal transmittance (U-values) required to comply with the energy calculations for the facilities.

Loose or blanket insulation shall be continuously supported and restrained from movement by a continuous layer of gypsum board or other code-compliant sheathing. Insulation shall not be installed directly on top of suspended acoustical panel ceilings. The building envelope shall at a minimum meet all ASHRAE Standard 90.1 requirements. Minimum insulation values for the ex-terior walls and for the roof shall comply with Part 8 Thermal Design of this section.

6.4.10 Exterior Signage. Provide “Do Not Enter” signs on egress only doors. Provide appro-priate signs to lead all occupants and visitors to the main entry.

6.5 INTERIOR DESIGN.

6.5.1 General Guidance. Where finishes are indicated as “preferred” or are listed first, with alternative finishes noted, the preferred or first-listed finishes are the minimum requirement of this RFP. Individual spaces shall meet the functional and environmental requirements of the above referenced criteria documents, as well as any applicable code requirements, and addi-tional requirements in this RFP. Refer to the RFP attachments, Room Requirement Sheets.

6.5.1.1 For this project, the Users selected a navy and gray color scheme as the primary color palette. The actual products specified by the Designer for this project must conform to the Buy American Act.

6.5.1.2 The STC ratings for spaces shall conform to the criteria in Attachment– Room Re-quirement Sheet. All STC ratings shall include sound transmission above ceiling and accord-ingly all STC rated walls shall be continuous to the structural deck above.

6.5.2 Floors. Non-combustible construction is preferable, even where combustible materials are allowed by code. Floor finish materials shall be as specified in the Design Guide and in At-tachment – Room Requirement Sheets. Where multiple flooring materials are listed in the DG, the first flooring material listed shall be the minimum requirement for this project, unless noted elsewhere in this RFP.

6.5.3 Concrete Floor. Provide a durable sealer on all exposed concrete floors. An Electro-static Dissipative floor is required in SPG Test cell; including maze, as well as RF Shield room.

ESD sealer must meet need for 1 megaohm +/- 10% resistance to ground.

6.5.4 Raised Access Flooring. Provide high pressure laminate finish that is integral to each tile so that each finish tile may be accessed individually and independent of adjacent tile. ESD finish is not required.

6.5.5 Rubber Wall Base. Provide rubber cove wall base in 4”- 6” height. Use roll goods only.

6.5.6 Surface Mounted Entry Mat. Provide surface mounted entry mat at the building en-trances. Design to width of entry doors and length appropriate for walk off. Provide heavy duty scraper fibers in a neutral color that will hide dirt. Surface Mounted Entry Mat shall have an alu-minum frame that is attached to the floor and shall accept the mat.

6.5.7 Painted Lines. Area boundaries and access paths shall be marked as necessary with 4” painted lines. Contractor shall coordinate with end user to determine necessary floor striping patterns and colors for safety precautions.

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6.5.8 Oil Containment. Provide a depressed pit for oil containment as necessary within the SPG Test Cell. Oil containment location shall be coordinated with end user and Crane safety and environmental as appropriate. The SPG equipment holds approximately 2,000 gallons of oil. The SPG oil containment shall accommodate the maximum spill which is 600 gallons. Oil will be pumped out of the containment pit to a truck if a spill occurs or oil drainage is necessary for maintenance. The oil containment cover shall be level with the finished floor elevation. Forklifts will not be used within the SPG Test Cell. A bridge crane at the sliding concrete door will be used to pick up and place equipment to be tested. The oil containment cover is allowed to be grating with structural members to support the floor. The cover shall comply with the electro-static requirements of the adjacent floor material, if applicable. Provide at least one access panel for the pumping process.

6.5.9 Interior Walls and Partitions. Non-combustible construction is preferable, even where combustible materials are allowed by code. All stud partitions shall be steel stud. Provide ac-cess panels where required for access to equipment, controls, valves, boxes, etc. Provide a minimum R value of 20 for any wall that separates a heated/cooled area from an unheated area.

Refer to the structural portion of this RFP for the requirements for the Test Cell concrete walls.

6.5.10 Metal Support Systems. Non-load bearing metal studs and furring shall comply with ASTM C 645; stud gauge shall be as required by height and loading, but shall not be less than 22 gauge. Maximum stud spacing: 16 inches on center. Provide galvanized finish.

6.5.11 Gypsum Board. Comply with ASTM C 1396. Minimum panel thickness shall be 5/8 inch. Provide Type X panels in fire-rated assemblies. Provide moisture resistant panels at loca-tions subject to moisture such as walls and ceilings in the restrooms and janitors closet. Joint treatment: ASTM C 475. Screws ASTM C 646. Drywall installation: ASTM C 840.

6.5.12 Fiberglass Reinforced Panel. Comply with ASTM D5319. FRP shall be installed be-hind mop sink in Janitors closet, up to 48” A.F.F.

6.5.13 RF Shielded Room. The DAS Control Room shall be a 30’ long x 12’ wide x 8’ tall free-standing, modular RF shielded enclosure with floor, walls, and ceiling constructed of rigid pan-els. The enclosure shall include floor, wall, and ceiling panels with hat and flat framing system, polyvinyl vapor barrier, masonite underlayment, 4’ wide personnel door opening including a RF shielded vision panel, low door threshold, ESD vinyl floor tile installed between floor framing members, white interior wall panels, four 12”x12” removable penetration panels, and two 24”x24” removable penetration panels. Provide panic hardware if required by code. Refer to At-tachment D for RF attenuation performance, additional requirements, and information.

6.5.14 Ceilings. Non-combustible construction is preferable, even where combustible materi-als are allowed by code. Provide access panels where required for access to equipment, con-trols, valves, boxes, etc. Acoustical ceiling tile shall have factory applied mold prevention treat-ment. Refer to the structural portion of this RFP for the requirements for the Test Cell concrete ceilings.

6.5.15 Interior Doors and Frames. Provide hollow metal frames and hollow metal doors. Pro-vide vision panels in doors where reasonable based on space usage.

6.5.15.1 Hollow Metal Doors. Comply with ANSI A250.8/SDI 100. Doors shall be Level 2, physical performance Level B, Model 2; factory primed. Anchors and accessories shall be zinc coated. Frames in masonry and concrete shall have bituminous back-coating, plaster guards, NSWC Crane, IN W912QR20R0016

01 02 00.00 48 - 40 and shall be grouted solid.

6.5.15.2 Hollow Metal Frames. Comply with ANSI A250.8/SDI 100. Frames shall be Level 2, 16 gauge, with continuously welded corners and seamless face joints; factory primed. An-chors and accessories shall be zinc coated. Frames in masonry and concrete shall have bitumi-nous back-coating, plaster guards, and shall be grouted solid.

6.5.15.3 Fire-rated and Smoke Control Doors and Frames. Comply with International Building Code (IBC), NFPA 80, and requirements of labeling authority. Doors and frames shall bear labels from IBC approved testing laboratory. Comply with positive pressure testing re-quirements of IBC.

6.5.15.4 Test Cell (SPG) Sliding Door. The sliding door shall be constructed of concrete and steel and overlap wall opening to prevent the escape of radiation. The design must be ap-proved by Crane Radiation Safety. The door shall be motor operated and utilize guide rails and wheel blocks similar to Demag DRS Wheel Block System.

Amendment 006

6.5.15.5 Test Cell Maze Entrance Doors. The pair of doors and door frame into the entrance maze of the test cell do not have radiation requirements however they shall not contain glazing.

The utilities shall enter the test cell maze through a metal stud framed wall above the door opening. Refer to Attachment W and Sheet G-003.

Amendment 006

6.5.16 Interior Door Finish Hardware. Coordinate interlocks with government.

6.5.16.1 Hinges. ANSI/BHMA A156.1; template, full mortise; heavy duty, ball bearing on doors with closers; standard duty anti-friction bearing on doors without closers. Minimum size:

4 ½” by 4 ½”.

6.5.16.2 High Security Locksets. None required.

6.5.16.3 Locksets on Interior Doors. ANSI/BHMA A156.2; series 4000, Grade 1 cylindrical locksets, non-ferrous base metal, removable core. Provide 7 pin cylinder manufactured by Best.

Specific requirements are as follows:

6.5.16.3.1 Janitor’s closet and multi-purpose room doors shall be Cylindrical Lever Handle that can be unlocked using key in outside lever and always unlocked (no pushbutton) by inside lever. All cylinders shall be BEST with 7-pin interchangeable core. Any proposed substitutions must be compatible with the existing keying system and must be approved by the Government.

6.5.16.3.2 Electrical, Telecom Room Doors shall be Cylindrical Lever Handle that can be unlocked using key in outside lever and always unlocked (no pushbutton) by inside lever. All cylinders shall be BEST 7-pin interchangeable core. Any proposed substitutions must be com-patible with the existing keying system and must be approved by the Government.

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6.5.16.3.3 Restrooms shall be push/pull hardware.

6.5.16.3.4 Interior Vestibule door does not have locking hardware.

6.5.16.4 Exit (Panic) Devices. ANSI/BHMA 156.3; heavy-duty touch-pad type, through-bolted mounting. Listed and labeled for panic protection based on UL 305.

6.5.16.5 Closers. ANSI/BHMA A156.4; series C02000, Grade 1, hydraulic, factory-sized, ad-justable to meet field conditions. Provide for all doors opening to corridors and as required by codes.

6.5.16.6 Auxiliary Hardware. ANSI/BHMA A156.16. Provide wall stops for all doors that do not have overhead holder/stops. Provide other hardware as necessary for a complete installa-tion.

6.5.16.7 Kick Plates. ANSI/BHMA A156.6; non-ferrous metal. Provide at all doors with clos-ers on push side of door.

6.5.17 Casework. Provide architectural casework complying with AWI Section 400, Custom Grade cabinets with high pressure decorative finish meeting NEMA LD3 standards. Horizontal laminate: nominal 0.05 inch thick; vertical laminate: nominal 0.03 inch thick. Door and draw edges shall be heavy duty 1/8 inch extruded polyvinyl chloride with self-locking serrated tongue.

6.5.18 Countertops. Restroom countertops shall be solid surface material.

6.5.19 Interior Signage. Comply with requirements of UFC 3-120-01, and ADAAG. Provide interior room identification signage for all rooms, directional signage, and building directory in corridor at main entry. Provide permanent evacuation plan signage. Coordinate locations with User. List all rooms which require room identification signage; coordinate with the installation interior signage standard.

6.5.20 Cranes. A bridge crane shall be provided in the SPG Test Cell. Refer to the RFP Draw-ings and Attachments.

6.5.20.1 Overhead bridge crane (Commercially Off The Shelf - COTS) meeting the needs of hook access area, hook height, and of load capacity. Load capacity required is as specified by L3 Interface Control Requirement (ICR) but must also include an additional lifting load capacity of 50% over and above the L3 specified load requirement. L3 ICR specified load capacities only the equipment and lifting fixtures/slings. Bridge crane to have the ability to traverse in both the North/South and East/West directions within the SPG test cell (not maze). Suggest crane have ability of higher hook height than as specified by L3 ICR but entirety of crane components must reside within the 11-15 foot elevation from finished floor. Provide bridge crane infrastructure with required hook interface and hook access area as specified by L3 ICR. Bridge crane must be de-signed, submitted, reviewed, and approved by NAVFAC headquarters prior to procurement and install. Bridge crane provided by the DB contractor including purchase and install and opera-tionally complete. Requires NSWC Crane testing and certification. Bridge crane and associated infrastructure shall be designed to comply with NCC Instruction 11450.2A (Design of Navy Shore Weight Handling Equipment).

6.5.21 Storage Racks. Provide pallet racks and cylinder storage to be located along interior side of the exterior wall. Preferred locations are indicated on the RFP floor plans. Refer to the

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RFP Drawings and Attachments for additional information.

6.5.22 Cell Phone Lockers. Provide a wall mounted, 15 cell phone locker unit in the lobby near the double door entrance into the security area. The basis of design is H-4911 which measures 27” wide x 12” deep x 31” high. Provide blocking and mount per manufacturer’s recommenda-tions. Refer to the RFP Drawings and Attachments for additional information.

6.6 FURNITURE AND EQUIPMENT.

6.6.1 The Contractor shall provide design and design documents (Comprehensive Interior De-sign or CID), as described in this RFP, for the furniture and some equipment that is to be pur-chased and installed by the Government (Government-furnished, Government-installed or GFGI). Design shall adhere to Crane Space Management Guidelines. Refer to attachment of I-series drawings for furniture placement.

6.6.1.1 Provide design and other required documentation for furniture in all spaces as indi-cated on floor plans, furniture plans, in Part 1 of this Section, and in Section 01 03 00.00 48.

6.6.1.2 The Government will purchase and install the furniture and equipment, using the Contractor’s design documents and information. See Section 01 03 00.00 48 and its attach-ments for requirements for design documents and information (CID). Furniture and equipment shall be shown and called out on the “I” series drawings. The Contractor is responsible for coor-dinating its work with the furniture and equipment installation, and for connection of power, voice and data cabling and devices to the furniture once it is installed. Verify with the Government which manufacturers have been established as the provider for this project.

Amendment 004

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PART 7

STRUCTURAL DESIGN

7.1 GENERAL REQUIREMENTS.

The general and specific criteria detailed herein shall be used for structural loading, analysis, design and construction of structural systems and foundations, including manufacturing, erec-tion, supervision, testing and quality assurance of the completed building. Systems and compo-nents should allow for flexibility in future reconfigurations of the interior space. Refer to Part 2 for Applicable Criteria. The contractor shall verify final design requirements with L3 Harris.

7.2 STRUCTURAL WORK.

The structural work consists of, but is not limited to, design and construction of:

Amendment 004____________________________________________________________

7.2.1 Foundation Systems. The design of the foundation systems shall be in accordance with the recommendations of the Contractor’s Geotechnical Report. Spread footings, continu-ous strip (wall) footings, piles, drilled piers and/or caissons, mat foundation or others shall be constructed as recommended by the final Contractor’s geotechnical report. Design settlement for exterior stoops shall not result in slopes or abrupt changes of elevation in excess of ADA re-quirements. A single depressed slab area will be required and located as shown on the draw-ings, being sized to retain 600 gallons of oil containment. The oil containment depressed slab shall have removable grating covers. Preliminary geotechnical analysis indicates that lique-fiable soils exist, and deep foundations are highly recommended. Per attachment B, the liquefaction analysis performed with groundwater depths of 34 and 43 feet indicates dynamic settlement estimates of three and six inches, respectively. Liquefaction potential indices (LPI) are six to seven, which indicates low to high risk of liquefaction. Results of the liquefaction anal-ysis indicates that the liquefiable zone of concern is between 35 and 60 feet beneath the sur-face. Given that the site has significant liquefaction susceptibility, it is recommended that con-tinuous flight auger pile foundations be utilized for the entire structure regardless of the mag-nitude of the estimated column / wall loads. The deep foundations should be designed to ac-count for the loss of the soil lateral capacity in potentially liquefiable soil zones and to resist downdrag forces induced form the settlement of the liquefied soils. Skin friction capacities should be neglected above the determined liquefiable zones. Contractors shall retain their own geotechnical engineer to conduct independent soil investigations and to determine the best suitable foundation system to be utilized.

7.2.2 Building Structural System. The Structural Engineer shall be responsible for the de-sign of the complete structural building system for the Radiation Test Facility. A complete struc-tural system for the building shall include foundations, walls, floor and roof framings, floor and roof diaphragms, overhead crane, lateral load stability, framing and connection of any architec-tural features, such as foldable partition walls, glazing systems, or receiving doors, etc., support of mechanical and electrical equipment, and concrete testing cell. In addition, the Structural En-gineer is responsible for the design of all lesser related structures such as pits, retaining walls, etc., although they may be shown on other disciplines' drawings. Structural design of the build-ing shall be compatible with the architectural design. Structural design shall be in accordance with the criteria, requirements, and guidance provided in the IBC, as modified by UFC 1-200-01, UFC 3-301-01, and the above referenced documents and the following requirements.

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7.2.3 Concrete Test Cell. One concrete testing cell will be constructed to house the testing equipment. Requirements of the concrete test cell, including dimensions, thicknesses, densities, etc. for the walls and ceiling shall be verified, prior to design by the contractor, with L3 Harris.

See Attachment “C” for vault dimensions and thicknesses.

7.2.4 General Design. The completed structural design shall include all elements for founda-tions, wall framing, floor and roof framing, diaphragms and bracing and overhead crane. It shall also include lateral load stability analysis as well as support and lateral bracing for architectural features, and mechanical and electrical equipment.

7.2.5 Economical Structural System. Select an economical structural system based upon facility size, projected load requirements and local availability of materials and labor. Base the structural design on accurate, site specific geographical information and anticipated loads for the buildings and geographical location. It is anticipated that the outer structural shell of the building will be a pre-engineered metal building (rigid frame system). Interior columns are al-lowed provided that they can be located so as not to impede the required flow of traffic or use / maintenance of the equipment. It is anticipated for the test cell to be cast-in-place concrete. Test cell concrete wall and ceiling thickness, dimensions, densities, etc. are included in Attachment “C”. Load bearing light frame construction consisting of wood or cold-formed metal framing is not allowed for use as the main structural force resisting systems.

7.2.6 Materials and Systems. When selecting the types and characteristics of materials used on the project, select materials and systems with consideration for climate conditions, high humidity, industrial atmosphere, water exposure or other adverse local conditions.

7.2.7 Structural Engineer of Record. The structural engineer of record and any consultants providing structural design services shall be a licensed professional engineer. The Structural Engineer of Record (SER) is a registered design professional who performs or supervises the analysis, design, and document preparation for the building structural system. The SER is re-sponsible for the design of the primary structural system, which is the completed combination of elements, which serve to support the building and test cell’s self-weight, applicable live loads and environmental loads such as wind, seismic and thermal. The engineer of record for struc-tural design of this project shall be responsible for:

7.2.7.1 Development: Developing the plans, specifications, calculations and other contract documents.

7.2.7.2 Coordinating: Coordinating the structural design with the architect and other engi-neering disciplines.

7.2.7.3 Reviewing: Reviewing submittals to verify compliance with the design intent and the specified design criteria and to ensure coordination with the contract documents and other shop drawings. Submittals shall include, but be not limited to, structural drawings, indexed structural calculations, and structural specifications. Structural drawings shall include an isometric wind pressure diagram.

7.2.7.4 Quality Assurance: Providing Quality Assurance requirements for the structural work.

7.2.8 Site Structures and Foundations. Including but not limited to slabs/foundations for site structures of concrete or concrete masonry.

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7.2.9 Other Considerations. Including but not limited to expansion, contraction, movement and control joints, changes in floor elevations, and special loads.

7.3 STRUCTURAL DESIGN CRITERIA.

Structural loads and design for new construction, including deflection limitations, shall be in ac-cordance with the latest versions of the International Building Code (IBC), UFC 1-200-01 and all codes referenced therein and as modified below. Structural loads include all dead, live, snow, wind, seismic, earth, vehicular and hydrodynamic forces as applicable.

7.3.1 Minimum Live Load Requirements. Per IBC, UFC 3-301-01, and ASCE 7, whichever is the most stringent.

7.3.1.1 Minimum Roof Live Load: The minimum roof live load shall be 20 psf, reducible for structural members in accordance with IBC. Provisions due to concentrated loads from movea-ble folding type partitions hung from the structure shall be incorporated in the structural design.

Bottom chord of roof trusses shall be designed for a live load of 10 psf. Concurrent with the uni-form roof live load, a 300 pound concentrated load shall be located anywhere at roof level hung from beams, trusses or joists top or bottom chords for all roof surfaces subject to maintenance personnel.

7.3.2 Wind Loads. As a minimum, the structure(s) shall be designed for a minimum wind speed of 106 mph, exposure C following the criteria in IBC/ASCE 7, in addition to the codes and other Applicable Criteria listed in Part 2.

7.3.3 Snow Load. Roof snow load shall be applied in accordance with ASCE 7. The ground snow load, listed below, shall be used in determining the roof snow loads. Snow drift, sliding, balanced and unbalanced loads shall be taken into consideration. Other factors used in deter-mining snow loads are as follows:

Ground snow load (Pg): 20 psf

Exposure factor: 0.9 for fully exposed roof

Thermal factor: 1.1 for roof insulation R-value > 25

Terrain Category: Exposure

C Snow Importance Factor, Is: 1.0

Amendment 006

7.3.4 Seismic Loads. Analysis of the existing structure shall use minimum seismic coeffi-cients of SS = 0.29 g and S1 = 0.12 g. The anticipated site classification is D with a Risk Cate-gory of II, which shall be confirmed by the contractor’s geotechnical report.

Amendment 006

7.3.5 Rain-on-Snow Load. A rain-on-snow load, if applicable, shall be applied in accordance with the ICC IBC and ASCE 7.

7.3.6 Frost Penetration/Minimum Footing Cover. Minimum cover for foundations shall be as required in the contractor’s final geotechnical report.

Amendment 004____________________________________________________________

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7.3.7 Floor Live Loads. All other building floor live loads shall be as determined in accord-ance with the…