W912BU-13-R-0032_Amendment0001_Specs.pdf

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)

30-105-04 EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

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

FAR (48 CFR) 53.243

THIS AMENDMENT DOES NOT EXTEND THE PROPOSAL DUE DATE OF AUGUST 21, 2013 AT 2:00 PM EST.

(CONTINUED)

1. CONTRACT ID CODE PAGE OF PAGES

J 1

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

16C. DATE SIGNED

BY

16B. UNITED STATES OF AMERICA 15C. DATE SIGNED 15B. 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 W912BU-13-R-0032

X 9B. DATED (SEE ITEM 11)

18-Jul-2013

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

07-Aug-2013

CODE

CONTR DIV-CONTRACTS BR

USAED, PHILA DISTRICT

WANAMAKER BUILDING

100 PENN SQUARE EAST

PHILADELPHIA PA 19107-3390

W912BU 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODE CODE

EMAIL: TEL:

This page was intentionally left blank for duplex printing.

Amendment No. 0001

RFP W912BU-13-R-0032

14. DESCRIPTION OF AMENDMENT (continued)

a. Section 00 22 20 - PROPOSAL SUBMISSION REQUIREMENTS, EVALUATION CRITERIA AND BASIS OF AWARD: Please delete pages 00 22 20-2 and 3 in their entirety and substitute revised pages 00 22 20-2 and 3 annotated Amendment No. 0001, attached hereto.

b. TECHNICAL SPECIFICATIONS:

(1) Section 01 80 00.12 10 – TECHNICAL REQUIREMENTS: Please delete pages 01 80 00.12 10-26, 27, and 30 in their entirety and substitute revised pages 01 80 00.12 10-26, 27, and 30, annotated Amendment No. 0001, attached hereto.

c. Please indicate receipt of this amendment on Standard Form 1442 (SOLICITATION, OFFER, AND AWARD) as Amendment No. 0001. Failure to acknowledge all amendments may be cause for rejection of the offer.

This page was intentionally left blank for duplex printing.

Section 00 22 20 Page 1

SECTION 00 22 20

PROPOSAL SUBMISSION REQUIREMENTS, EVALUATION CRITERIA

AND BASIS OF AWARD

ONE STEP – LOWEST PRICE TECHNICALLY ACCEPTABLE (LPTA)

1.0 OVERVIEW

The Government will evaluate proposals in accordance with the evaluation criteria and the evaluation rating system described herein. Price information will be evaluated for fairness, reasonableness, and for material unbalancing, also as described herein.

2.0 BASIS OF AWARD

In accordance with FAR 15.101-2, award will be made on the basis of the lowest evaluated price of proposals satisfying the requirements of the technical evaluation factors set forth in the solicitation.

3.0 GENERAL INSTRUCTIONS

3.1 The solicitation is to inform all potential Offerors that the Government intends to make a contract award without discussions except when the Government determines that it is in its best interest to hold discussions. Proposals should be submitted initially on the most favorable terms from a price and technical standpoint. Do not assume that Offerors will be contacted or afforded an opportunity to clarify, discuss or revise their proposals.

3.2 Firms formally organized as design-build entities, design firms and construction contractors that have associated specifically for this project, consortia of firms or any other interested parties may submit proposals.

Associations may be as joint ventures or as key team subcontractors. Any legally organized Offeror may submit a proposal, provided that the Offeror or Offeror's subcontractor has or will have professional architects and engineers listed as key personnel in accordance with 01 33 00.12 10 SUBMITTAL PROCEDURES FOR DESIGN-BUILD PROJECT. All designs must be under the direct supervision of appropriately licensed professionals for each discipline involved.

3.3 Submit proposals in tabbed, three-ring binders. Technical and Price proposals shall be submitted under separate cover. Proposals should also be submitted electronically on a CD (Compact Disc).

3.4 Page Limits: The following page limits shall apply, which do not include title sheets, indices, tables of content, schedules, or cover sheets: Seventy-five (75) pages maximum excluding past performance information/evaluation questionnaires or substitute correspondence from references. This page limit includes pages with illustrations/photos/sketches. Any evaluation documentation beyond 75 pages will not be read or considered during the evaluation process. A page printed on both sides will be counted as two pages. Pages containing text shall be submitted on 8-1/2 x 11 inch paper, except pages containing schedules shall be submitted on 8-1/2 x 11 or 11 x 17 inch paper. Each page shall be minimally single spaced with a minimum of a 12-point font and one inch margins all around.

4.0 EVALUATION FACTORS

Proposals must meet all of the evaluation factors listed below to be considered acceptable. Proposals which do not meet all of the evaluation factors listed below will be unacceptable and will receive no further consideration.

4.1 FACTOR 1 - EXPERIENCE and INITIAL/PRELIMINARY SCHEDULE: The Government will review the experience of the Offeror. Offerors must meet all of the following standards to receive an “acceptable” rating for this evaluation factor.

Section 00 22 20 Page 2

4.1.1 An Offeror shall convincingly demonstrate having performed construction in the U.A.E Area of Responsibility (AOR) for the preceding three calendar years that annually total at least $6,000,000.00 for each of those years. Offerors shall provide invoicing figures for work performed within UAE AOR for each of the preceding three years. For joint venture Offerors, this experience requirement may be satisfied by submitting conforming experience from any or all of the joint venture partners.

4.1.2 An Offeror shall convincingly demonstrate experience by providing evidence of at least two construction (or design-build) projects performed within the UAE of at least the scope, dollar value, and complexity described below, and substantially (i.e. at least 75%) completed within the last five years as of the date of proposal submission. For this acquisition, a project of similar scope, dollar value, and complexity is defined as Design-Build or Design-Bid-Build project with contract value in excess of $2,000,000.00 USD. For joint venture Offerors, this experience may be satisfied by submitting conforming experience from any or all of the joint venture partners. Offerors shall also provide experience information in the same manner as required for the prime contractor Offeror for each subcontractor proposed to perform more than 20 percent of the project on-site construction work.

4.1.3 Each project submitted for evaluation must include the following descriptive information: (i) project title, (ii) geographic location, (iii) date that the project was substantially completed, (iv) final project U.S.

dollar value, (v) detailed description of the project, and (vi) a description of the actual involvement in the performance of the presented project.

Offerors are required to provide information that convincingly demonstrates that the experience presented meets the requirements of qualifying construction experience (see requirements above).

4.1.4 If an Offeror is a joint venture composed of two or more partners or proposes subcontractor(s) to perform more than 20 percent of the project on-site construction work, the Offeror shall describe the project work that each member of the joint venture or the subcontractors would perform. The Government will assess the experience information provided in relation to the work that each of the joint venture partners or subcontractors would be performing.

4.1.5 INITIAL/PRELIMINARY SCHEDULE: An Offeror shall present a schedule in sufficient detail, in order to identify major elements of design, construction and procurement activities to convincingly demonstrate its understanding of the solicitation project scope of work.

4.2 FACTOR 2 - KEY PERSONNEL: An Offeror is to provide resume information concerning the qualifications and experience of its intended key on-site construction management and supervision personnel as identified below. The Government will compare this resume information against any and all requirements contained in the specs. Failure to satisfy a material (i.e. substantive) requirement for any of the personnel listed below will be a basis for receiving an unacceptable rating. The key positions to be evaluated are:

Design Specialists The Design Specialists are to be Registered Professional Engineer(s) or recognized consultants, with at least the following years of design experience:

• Geotechnical: 10 years

• Architect: 10 year

• Civil: 10 years

On-site Safety Officer (Site Safety and Health Officer (SSHO)) The SSHO will meet the following requirements:

Section 00 22 20 Page 3

• Minimum of 5 years of safety experience of a progressive nature

• Minimum of 5 years of safety experience on similar projects

• 30-hour OSHA construction safety class or equivalent in the last 5 years

• An average of at least 24 hours of formal safety training each year for the past 5 years

On-site Construction Quality Control (CQC) System Manager (Contractor Quality Contract Systems Manager (CQCSM))

The CQCSM will meet the following requirements:

• Bachelor’s Degree in Engineering or Sciences

• Minimum of 8 years experience as a CQC or Superintendent, with a minimum of 2 of those 8 years on similar projects.

All resumes must include the following information to the extent required by the solicitation and are not to exceed three pages in length for each resume. Information presented beyond the three-page limitation for each resume will not be considered in the Government’s evaluation process.

• Name of person

• Proposed project assignment

• Name of firm with which presently associated and or employed

• Years of experience as it applies to the position that would be filled

• Educational degree(s), year of graduation and institution

• Active professional registration (if any), year first registered, if applicable

• List of projects in which the individual has worked to include name of project(s), project location(s), and work assignments performed

4.3 FACTOR 3 - PAST PERFORMANCE: The Proposal must include no more than five (5) projects using the attached Past Performance Questionnaire (PPQ) forms (Attachments 1, 2, and 3) (do not include Attachment 2, Adjective Ratings and Definitions) at the end of Section 00 22 20, representing the Offeror’s relevant Past Performance. Past performance pertains to how well an Offeror has performed relevant past work that is an indicator of future performance. Past performance information is not the same as experience information. Experience information pertains to what types of work an Offeror has performed. Past performance pertains to how well an Offeror performs project work. For the purpose of this evaluation, past performance means an Offeror’s reputation for satisfying its customers by delivering:

(i) quality work

(ii) in a timely manner

(iii) at a reasonable cost

(iv) in a safe working environment as well as its reputation for

(v) reasonable and cooperative conduct

(vi) overall commitment to customer satisfaction

4.3.1 Offerors are reminded that while the Government may elect to consider past performance information obtained from other sources, the primary responsibility for providing past performance information rests with the Offeror. In the case of an Offeror that does not have a record of relevant past performance, or for whom information on past performance is not available, or so sparse that no meaningful past performance rating can be reasonably assigned, the Offeror may not be evaluated favorably or unfavorably on past performance (see FAR 15.305 (a)(2)(iv)). Therefore, the Offeror shall be determined to have unknown past performance. In the context of acceptability/unacceptability, “unknown” shall be considered “acceptable”. There are two categories of Past Performance with this evaluation factor.

Section 00 22 20 Page 4

a. Prime Contractor Past Performance:

(1) The Government will evaluate an Offeror’s reputation for performing work in a manner commensurate with the six areas of interest listed above.

(2) An Offeror should provide written evidence of the above described six past performance qualities (see items (i) through (vi)) in the form of, but not limited to:

1. Letters and certificates of commendation

2. Performance awards

3. Performance evaluations

4. Evidence of repeat work with the same clients or owners (particularly when noncompetitively obtained), etc.

(3) Offerors are encouraged to solicit and obtain letters of recommendation from past owners, customers and clients from which written documentation contemporaneous with project performance may not be available. These past performance documents should not reference work completed more than six years prior to the date of proposal submission for this RFP. Past performance documents older than six years will not be considered in the evaluation and selection processes.

(4) If an Offeror is a joint venture or partnership, information pertaining to the areas identified as (i) through (vi), above should be presented for each member of the joint venture or partnership (unless the information being presented is in regard to the joint venture or partnership as constituted in response to this solicitation). Although the Government prefers all members of a joint venture or partnership to have satisfied all the above indicated six performance areas, the Government will consider the complementary aspects of the separate participants in a joint venture or partnership, by evaluating the joint venture or partnership as a whole.

(5) Past performance information provided for a member of a joint venture or partnership having no involvement in the project will not be considered in the Government’s Past Performance factor evaluation.

Past performance information will only be evaluated from firms proposed to be involved in an Offeror’s approach for performance of the solicitation work.

(6) In addition to the evidence submitted by an Offeror, the Government may consider information from other sources, including but not limited to: past and present customers and their current and former employees; federal, state and local agencies (including court records); private consumer organizations; and Government past performance databases. In gathering this additional past performance information, the Government will attempt to contact an Offeror’s past customers and clients for which contact information is provided by the Offeror in response to the portion of the factor.

(7) Submit a list of projects that demonstrate the past performance information for six areas of interest listed above. A past performance questionnaire shall be submitted for each project listed.

b. Subcontractor Past Performance:

PART 3 ARCHITECTURAL

3.1 General Requirements

The project is for the design and construction of a Clinic at the Al Dhafra Air Base. The design shall be performed and documents signed by professional engineers and/or a registered architect. License shall be administered by one of the fifty United States or equivalent recognized international body. Documentation of equivalency shall be provided to the Contracting Officer for evaluation.

3.1.1 Design Objectives and Considerations

Design and construction shall comply with the requirements contained herein. All facilities shall have a life expectancy of not less than 25 years. This document establishes minimum standards for design and construction quality. Floor plans, elevations and building sections have been included in this document, but improvements to these plans are encouraged, as are innovative, creative, or cost saving proposals which meet or exceed these requirements. The enclosed concept floor plans are provided primarily to communicate desired space relationships and establish approximate room sizes. Appropriate room sizes shall be determined based on functional requirements. Select materials, equipment and construction methods that provide overall economy consistent with functional and aesthetic requirements, reasonable comfort and sound architectural and engineering practice. The level of local technology shall be considered with respect to construction, operation and maintenance of the facility.

Conflicts between this document and local standards shall be brought to the attention of the Contracting Officer’s representative for resolution.

3.1.1.1 Finished Floor Elevation

Set finished ground floor elevations with respect to the finished grades.

Place the finished floor no less than 200 mm (8 inches) above the finished grade for slab-on-grade construction, 350 mm (18 inches) for frame construction. The finished grade is defined as the final grade elevation.

3.1.1.2 Orientation

Orientation of the building(s) shall be coordinated with the civil engineer to insure that placement of building features such as primary entrances and service entrances are logically considered with respect to adjacent site characteristics such as pedestrian circulation routes, roads, parking areas and other buildings.

3.1.1.3 Exterior Appearance

Buildings shall be designed to enhance or complement the visual environment of the installation. Exterior building materials, roof forms, finishes and colors shall be compatible with those of existing adjacent buildings of similar construction. All exterior attached piping, wiring, etc., shall have a metal accessible metal covering to match adjacent finish.

3.1.1.4 Corrosion

Exposed metals must be carefully selected and appropriately protected against corrosion. Paint all exposed metal steel surfaces or use galvanized metal. Insure all edges are either galvanized or treated against corrosion. The project site may have corrosive soils, constant

Section 01 80 00.12 10 Page 25 winds and limited rainfall resulting in windblown chloride containing dust which can lodge in joints and welds and result in condensation on metal surfaces.

3.1.2 Demolition

Contractor shall examine the site and construction and verify with the Request for Proposal. If any demolition is needed, the contractor shall obtain authorization from the Contracting Officer. Comply with host nation hauling and disposal regulations and comply with ANSI A10.6. Ensure that no elements determined to be unstable are left unsupported and place and secure bracing, shoring, or lateral supports as may be required as a result of any cutting, removal or demolition work performed under this contract.

Do not disturb existing construction beyond that necessary for installation of new construction. Hazardous materials shall be identified and disposed of in an appropriate manner. Prevent the spread of dust and debris and avoid the creation of a nuisance in the area surrounding the work site.

3.1.3 Life Safety

The designer shall perform a life safety analysis to include a narrative and supporting floor plans addressing building occupancy classification, construction type classification, egress capacity, travel distance, allowable areas, fire separation requirements, etc. The designer shall follow the guidelines as set forth in UFC 1-200-01 General Building Requirements. This documentation shall be included in the design submittal package. The use and occupancy classification shall be as defined in Section 302 and the construction type classification shall be as defined in section 602 of the International Building Code (IBC).

3.1.4 Accommodation of Individual with Physical Disabilities

These buildings will be occupied by only able-bodied personnel and are therefore not required to meet the Americans with Disabilities Act Accessibility Guidelines. (ADAAG).

3.1.5 Leadership in Energy and Environmental Design (LEED)

While these buildings are not required to achieve LEED certification, features which conserve energy, improve livability, utilize recycled materials, etc. are encouraged.

3.1.6 Force Protection and Anti-Terrorism

Unless stated otherwise herein, the design shall comply with UFC 4-010-01 DoD Minimum Antiterrorism Standards for Buildings and DELETED.

DELETED.

Section 01 80 00.12 10 Page 26

3.1.6.1 DELETED

3.1.6.2 DELETED

3.2 REFERENCES

The following is a list of applicable architectural design and construction criteria. The latest edition, as of the date of the RFP, of any criteria listed shall be applicable. In the event of conflict between criteria, the most stringent requirement shall apply unless noted otherwise in the contract. Comparable recognized standards other than those listed may be acceptable provided the minimum requirements identified herein are satisfied and the Contractor submits documentation supporting the equivalency to the Contracting Officer’s representative for approval.

AMERICAN CONCRETE INSTITUTE INTERNATIONAL (ACI)

ACI 318 (2011; Errata 2011; Errata 2012) Building Code Requirements for Structural Concrete and Commentary

ACI 318M (2011; Errata 2011; Errata 2012) Building Code Requirements for Structural Concrete & Commentary

ACI 347 (2004; Errata 2008; Errata 2012) Guide to Formwork for Concrete

ACI 437R (2003) Strength Evaluation of Existing Concrete Buildings

ACI 440.3R (2012) Guide Test Methods for Fiber-Reinforced Polymer (FRP) for Reinforcing or Strengthening Concrete Structures

AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC)

AISC 341 (2010) Seismic Provisions for Structural Steel Buildings

AISC 360 (2010) Specification for Structural Steel Buildings

AISC DESIGN GUIDE 10 (1997) Erection Bracing of Low-Rise Structural Steel Buildings

AMERICAN IRON AND STEEL INSTITUTE (AISI)

AISI SG03-3 (2002; Suppl 2001-2004; R 2008) Cold-Formed Steel Design Manual Set

Section 01 80 00.12 10 Page 27

BUILDERS HARDWARE MANUFACTURERS ASSOCIATION (BHMA)

ANSI/BHMA A156.1 (2006) Butts and Hinges

ANSI/BHMA A156.10 (2011) Power Operated Pedestrian Doors

ANSI/BHMA A156.11 (2010) Cabinet Locks

ANSI/BHMA A156.115 (2006) Hardware Preparation in Steel Doors and Steel Frames

ANSI/BHMA A156.12 (2005) Interconnected Locks & Latches

ANSI/BHMA A156.13 (2012) Mortise Locks & Latches Series 1000

ANSI/BHMA A156.16 (2008) Auxiliary Hardware

ANSI/BHMA A156.17 (2004; R 2010) Self Closing Hinges & Pivots

ANSI/BHMA A156.18 (2006) Materials and Finishes

ANSI/BHMA A156.2 (2011) Bored and Preassembled Locks and Latches

ANSI/BHMA A156.20 (2006) Strap and Tee Hinges, and Hasps

ANSI/BHMA A156.21 (2009) Thresholds

ANSI/BHMA A156.3 (2008) Exit Devices

ANSI/BHMA A156.4 (2008) Door Controls - Closers

ANSI/BHMA A156.5 (2010) Auxiliary Locks and Associated Products

ANSI/BHMA A156.6 (2010) Architectural Door Trim

ANSI/BHMA A156.7 (2003; R 2009) Template Hinge Dimensions

ANSI/BHMA A156.8 (2010) Door Controls - Overhead Stops and Holders

ANSI/BHMA A156.9 (2010) Cabinet Hardware

BHMA A156.15 (2011) Release Devices Closer Holder, Electromagnetic and Electromechanical

BHMA A156.22 (2012) Door Gasketing and Edge Seal Systems

3.2.1 Industry (Non-Government) Publications

AMERICAN CONCRETE INSTITUTE (ACI)

ACI 318M (2011; Errata 2011; Errata 2012) Building Code Requirements for Structural Concrete & Commentary

ACI 347 (2004; Errata 2008; Errata 2012) Guide to

Section 01 80 00.12 10 Page 28

Formwork for Concrete

AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC)

AISC 335 (1989) Structural Steel Buildings Allowable Stress Design and Plastic Design

AISC 350 Load and Resistance Factor Design Specification for Structural Steel Buildings

AMERICAN IRON AND STEEL INSTITUTE (AISI)

AISI SG-973 (1997) Cold-Formed Steel Design Manual

AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI)

A10.6 (2006) Safety Requirements for Demolition Operations

A156.1 through A156.24 (2003) Builders Hardware Manufacturers Association (BHMA)

A250.8 SDI -100 (2003)Recommended Specifications for Standard Steel Doors and Frames

AMERICAN SOCIETY OF HEATING, REFRIGERATING AND AIR CONDITIONING ENGINEERS

(ASHRAE)

Handbook of Fundamentals

AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM)

ASTM C 126 (2009) Ceramic Glazed Structural Clay Facing Tile, Facing Brick and Solid Masonry Units

ASTM C 270 (2008) Mortar for Unit Masonry

ASTM C 476 (2003) Grout for Masonry

ASTM C 1036 (2006) Asphalt Primer Used in Roofing, Dampproofing and Waterproofing

ASTM D 312 (2006) Asphalt Used in Roofing

ASTM D 2178 (2004)Asphalt Glass Felt Used in Roofing and Waterproofing

ASTM E 72 (2010) Conducting Strength Tests of Panels for Building Construction

ASTM E 84 (2005)

MASTER PAINTERS INSTITUTE (MPI)

Approved Products List

Architectural Painting Specification Manual

NATIONAL ASSOCIATION OF ARCHITECTURAL METAL MANUFACTURERS (NAAMM)

Section 01 80 00.12 10 Page 29

NAAMM HMMA HMM Hollow Metal Manual

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

101 Life Safety Code

252 Fire Tests of Door Assemblies

NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION (NEMA)

NRCA 0405 Roofing and Waterproofing Manual

SOCIETY FOR PROTECTIVE COATINGS (SSPC)

Guide 3 A Guide to Safety in Paint Application

UNDERWRITERS LABORATORIES (UL)

UL Bld Mat Dir Building Materials Directory

UL 10B Fire Tests of Door Assemblies

3.2.2 Government Publications

- TI 800-01, Technical Instructions Design Criteria

- Design Instructions Manual - MIDDLE EAST DISTRICT (MED) USACE

- UFC 1-200-01 General Building Requirements, with Change 1

- UFC 3-110-03 Roofing

- UFC 3-190-02FA Design: Builders’ Hardware

- UFC 3-190-06 Protective Coatings and Paints

- UFC 3-230-08A Water Supply: Water Treatment

- UFC 3-240-02N Wastewater Treatment Systems; Augmenting Handbook

- UFC 3-600-01Fire Protection Engineering for Facilities, with Change 1

- UFC 4-010-01 DoD Minimum Antiterrorism Standards for Facilities, with Change 1

- U.S. Army Corps of Engineers (USACE) EM 385-1-1 Safety and Health Requirements

- U.S. National Archives and Records Administration (NARA) 29 CFR 1910.27 Fixed Ladders

- DELETED

3.3 BUILDING DESCRIPTION AND FUNCTIONAL AREA REQUIREMENTS

The facility shall be designed and constructed as described herein and as shown on the attached drawings, C-1 CONCEPTUAL SITE PLAN, and A-1 CONCEPTUAL FLOOR PLAN, with specific information relating to building systems and components as listed herein.

3.3.1 Building Description

The Clinic shall consist of a single story pre-engineered metal building (PEB) structure with reinforced CMU and insulated metal panel exterior walls. Building shall incorporate applicable antiterrorism and force protection requirements per the Unified Facility Criteria. The building shall be water-tight and provided with electrical power, lighting, plumbing, heating, cooling, ventilation, power generation, and a fire alarm system. Contractor shall review the design drawings provided and provide and install the items according to the design to complete the construction

Section 01 80 00.12 10 Page 30