Division_1_Fort_Bragg_SATOC_March_2014.pdf

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ATTACHMENT B

REVISED 01000 DIVISION 1 SPECIFICATIONS

SECTION 01 01 2: DESIGN AFTER AWARD

SECTION 01 30 00: ADMINISTRATIVE REQUIREMENTS

SECTION 01 32 01.00 10: PROJECT SCHEDULE (For QCS)

SECTION 01 32 16.00 20: DESIGN AND CONSTRUCTION PROGRESS DOCUMENTATION

SECTION 01 32 17.00 20: NETWORK ANALYSIS SCHEDULES (NAS)

SECTION 01 33 00: SUBMITTAL PROCEDURES

SECTION 01 33 29: LEED(TM) DOCUMENTATION

SECTION 01 35 26: GOVERNMENTAL SAFETY REQUIREMENTS

SECTION 01 42 00: SOURCES FOR REFERENCE PUBLICATIONS

SECTION 01 45 01.10: USACE QUALITY CONTROL SYSTEM (QCS

SECTION 01 45 00.00 10: QUALITY CONTROL

SECTION 01 50 00: TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

SECTION 01 54 00: SECURITY

SECTION 01 57 20.00 10: ENVIRONMENTAL PROTECTION

SECTION 01 62 35: RECYCLED/RECOVERED MATERIALS

SECTION 01 74 19: DE-CONSTRUCTION & DEMOLITION WASTE MANAGEMENT

SECTION 01 78 00: CLOSEOUT SUBMITTALS

SECTION 01 78 23: OPERATION AND MAINTENANCE DATA

SECTION 01 83 00.07 40: RELIABILITY CENTERED ACCEPTANCE FOR FACILITY SHELLS

SECTION 01 83 13.07 40: RELIABILITY CENTERED ACCEPTANCE FOR SUPERSTRUCTURE PERFORMANCE

REQUIREMENTS

SECTION 01 86 12.07 40: RELIABILITY CENTERED ACCEPTANCE FOR MECHANICAL

SYSTEMS

SECTION 01 86 26.07 40: RELIABILITY CENTERED ACCEPTANCE FOR ELECTRICAL

SYSTEMS

-- End of Table of Contents -

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SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 01 2

DESIGN AFTER AWARD

PART 1 GENERAL

1.1 INTRODUCTION

1.2 SUBMITTALS

1.3 DESIGNER OF RECORD

PART 2 PRODUCTS

PART 3 EXECUTION

3.1 PRE-WORK ACTIVITIES & CONFERENCES

3.1.1 Design Quality Control Plan

3.1.2 Post Award Conference

3.1.3 Partnering & Project Progress Processes

3.1.4 Initial Design Conference

3.1.5 Pre-Construction Conference

3.2 STAGES OF DESIGN SUBMITTALS AND OVER THE SHOULDER PROGRESS REVIEWS

3.2.1 Site/Utilities

3.2.2 Preliminary Design Submittals

3.2.3 Over-the-Shoulder Progress Reviews

3.2.4 Final Design Submissions

3.2.5 Corrected Final Design Submittals

3.2.6 Holiday Periods for Government Review or Actions

3.2.7 Late Submittals and Reviews

3.3 DESIGN CONFIGURATION MANAGEMENT

3.3.1 Procedures

3.3.2 Tracking Design Review Comments

3.3.3 Design and Code Checklists

3.4 PRELIMINARY DESIGN REVIEWS AND CONFERENCES

3.4.1 General

3.4.2 Procedures

3.4.3 Conference Documentation

3.5 PRELIMINARY DESIGN REQUIREMENTS

3.5.1 Drawings

3.5.2 Design Analysis

3.5.3 Geotechnical Investigations and Reports

3.5.4 Sustainable Design and Development (SDD) Documentation

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3.5.5 Specifications

3.5.6 Building Renderings

3.5.7 Preliminary Building Design Contents

3.6 FINAL DESIGN REVIEWS AND CONFERENCES

3.7 FINAL DESIGN REQUIREMENTS

3.7.1 Drawings

3.7.2 Design Analysis

3.7.3 Specifications

3.7.4 Submittal Register

3.7.5 Preparation of DD Form 1354 (Transfer of Real Property)

3.7.6 Acceptance and Release for Construction

3.8 CORRECTED FINAL DESIGN CONSTRUCTION DOCUMENT REQUIREMENTS

3.9 SUBMITTAL DISTRIBUTION, MEDIA AND QUANTITIES

3.9.1 Submittal Distribution and Quantities

3.9.2 Mailing of Design Submittals

3.10 AS-BUILT DOCUMENTS

ATTACHMENT A STRUCTURAL INTERIOR DESIGN (SID) REQUIREMENTS

ATTACHMENT B FURNITURE, FIXTURES & EQUIPMENT REQUIREMENTS

ATTACHMENT C TRACKING COMMENTS IN DRCHECKS

ATTACHMENT D SAMPLE FIRE PROTECTION AND LIFE SAFETY CODE REVIEW

ATTACHMENT E DESIGN SUBMITTAL DIRECTORY AND SUBDIRECTORY FILE ARRANGEMENT

ATTACHMENT F ANALYSIS OF WINDOW UNIT STRUCTURAL SUPPORT

ATTACHMENT G RMS SUBMITTAL REGISTRATION FORM

ATTACHMENT H USACE LEED-NC SUBMITTALS FOR UNREGISTERED PROJECTS

ATTACHMENT I DESIGN ANALYSIS BOOK FORMAT

ATTACHMENT J SUBMITTAL SUMMARY MATRIX

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SECTION 01 01 2

DESIGN AFTER AWARD

PART 1 GENERAL

1.1 INTRODUCTION

The information contained in this section applies to the design required after award. After award, the

Contractor will develop the accepted proposal into the completed design. The design shall be based on the requirements set forth in Savannah District Design Manual for Military Construction, current edition. The Savannah District Design Manual for Military Construction can be accessed at:

http://www.sas.usace.army.mil/About/DivisionsandOffices/EngineeringDivision/EngineeringD esignCriteria/DesignManualforMilitaryConstruction.aspx

It outlines the typical design package submittals that will be required. The matrix is not all inclusive and must be modified as applicable to the project.

The Contractor may elect to fast track the design and construction of the sitework and facilities prior to completion of the overall design. The Contractor shall designate how it will package the design, consistent with its overall plan for permitting (where applicable) and construction of the project. See

Sections SUBMITTAL PROCEDURES and PROJECT SCHEDULE for requirements for identifying and scheduling the design packaging plan in the submittal register and project schedule. See also Sections

ADMINISTRATIVE REQUIREMENTS and ENVIRONMENTAL PROTECTION for specified permit requirements. If early procurement of long-lead item construction materials or installed equipment, prior to completion of the associated design package, is necessary to facilitate the project schedule, the Contractor shall also identify those long-lead items and how it will assure design integrity of the associated design package to meet the contract requirements (the contract consists of the Solicitation requirements and the accepted proposal). Once the Government is satisfied that the long-lead items meet the contract requirements, the Contracting Officer will allow the Contractor to procure the items at its own risk.

http://www.sas.usace.army.mil/About/DivisionsandOffices/EngineeringDivision/EngineeringDesignCriteria/DesignManualforMilitaryConstruction.aspx http://www.sas.usace.army.mil/About/DivisionsandOffices/EngineeringDivision/EngineeringDesignCriteria/DesignManualforMilitaryConstruction.aspx

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The Contractor may proceed with the construction work included in a separate design package after the Government has reviewed the final (100 percent) design submission for that package, review comments have been addressed and resolved to the Government's satisfaction and the Contracting

Officer (or the Administrative Contracting Officer) has agreed that the design package may be released for construction. "Release for Construction" authorization must be requested by the Contractor on

ENG Form 4025 via the submittal process. Contractor to include request for "Release for Construction" in project schedule and submittal register.

1.2 SUBMITTALS

Government approval is required for submittals with a "G" designation; submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government.

SD-01 Preconstruction Submittal

Design Team Point of Contact

Identification of the Designers of Record

Meeting Minutes

SD-05 Design Date

Fast Track Design Packages

Request Release for Construction

Initial Design Conference Agenda

Site and Utility Design Package(s), including Substantiation

Drawings

Design Analyses: Sitework, Structural, Security, Architectural, Mechanical, Life Safety, Plumbing, Elevator, Electrical, Cathodic Protection

Geotechnical Investigations and Reports

SDD Submittal

Energy Conservation Documentation

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Specifications

Building Renderings

Final Design Submittal Package(s), including Substantiation

Independent Technical Review

Design Complete Submittal Package(s)

Design and Code Review Checklists: Interim and Final (as applicable)

FFE (as applicable)

BIM Model and data

SD-11 Closeout Submittals

DD Form 1354 (Transfer of Real Property)

1.3 DESIGNER OF RECORD

Identify, for approval, the Designer of Record (“DOR”) that will be responsible for each area of design.

One DOR may be responsible for more than one area. All areas of design disciplines shall be accounted for by a listed, Professional Registered, DOR. Submit resumes, professional seals and other documentation to include organization chart for entire Design Team and include chart on project schedule. The DORs shall stamp, sign, and date each design drawing and other design deliverables under their responsible discipline at each design submittal stage (see contract clause Registration of

Designers). Refer to Savannah District Design Manual for Military Construction, Vol.1, Paragraph 11.1a-c for specific procedures for signing, sealing, and stamping contract deliverables. If the deliverables are not ready for release for construction, they should be identified as "preliminary" or "not released for construction" or by using some other appropriate designation. Label is to be applied to all items under a specified design package title. The DOR(s) shall also be responsible for maintaining the integrity of the design and for compliance with the contract requirements through construction and documentation of the as-built condition by coordination, review and approval of extensions of design, material, equipment and other construction submittals, review and approval or disapproval of requested deviations to the accepted design or to the contract, coordination with the Government of the above activities, and by performing other typical professional designer responsibilities.

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PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

3.1 PRE-WORK ACTIVITIES AND CONFERENCES

3.1.1 Design Quality Control Plan

Submit for Government Acceptance, a Design Quality Control Plan in accordance with Section QUALITY

CONTROL before design may proceed. The Design Quality Control Plan may be separate from the

Contractor Quality Control Plan, but shall be a subset of the Contractor Quality Control Plan.

3.1.2 Post Award Conference

The Government will conduct a post award contract administration conference at the project site, as soon as possible after contract award. This will be coordinated with issuance of the contract notice to proceed (NTP). The Contractor and major sub-contractor representatives shall participate. All designers need not attend this first meeting. Government representatives will include COE project delivery team members, facility users, facility command representatives, and installation representatives. The Government will provide an agenda, meeting goals, meeting place, and meeting time to participants prior to the meeting.

The post award conference shall include determination and introduction of contact persons, their authorities, contract administration requirements, discussion of expected project progress processes, and coordination of subsequent meetings for quality control (QUALITY CONTROL), Partnering (see below), and the initial design conference (see below).

The Government will introduce COE project delivery team members, facility users, facility command representatives, and installation representatives. The Contractor shall introduce major subcontractors, and other needed staff. Expectations and duties of each person shall be defined for all participants. A meeting roster shall be developed and distributed by the Government with complete contact

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8 | P a g e information including name, office, project role, phone, mailing and physical address, and email address.

3.1.3 Partnering & Project Progress Processes

The initial Partnering conference may be scheduled and conducted at any time with or following the post award conference. The Government proposes to form a partnership with the Contractor to develop a cohesive building team. This partnership will involve the COE project delivery team members, facility users, facility command representatives, installation representatives, DORs, major subcontractors, Contractor quality control staff, and Contractor construction management staff. This partnership will strive to develop a cooperative management team drawing on the strengths of each team member in an effort to achieve a quality project within budget and on schedule. This partnership will be bilateral in membership and participation will be totally voluntary. All costs, excluding labor and travel expenses, shall be shared equally between the Government and the Contractor. The

Contractor and Government shall be responsible for their own labor and travel costs. Normally, partnering meetings will be held at or in the vicinity of the project installation.

As part of the partnering process, the Government and Contractor shall develop, establish, and agree to comprehensive design development processes including conduct of conferences, expectations of design development at conferences, fast-tracking, design acceptance, Structural Interior Design (SID), project closeout, etc. The Government will explain contract requirements and the Contractor shall review their proposed project schedule and suggest ways to streamline processes.

3.1.4 Initial Design Conference

The initial design conference may be scheduled and conducted at the project installation any time after the post award conference, although it is recommended that the partnering process be initiated with or before the initial design conference. Any design work conducted after award and prior to this conference should be limited to site and is discouraged for other items. All Designers of Record shall participate in the conference. The purpose of the meeting is to introduce everyone and to make sure any needs the Contractor has are assigned and due dates established as well as who will get the information. The Contractor shall conduct the initial design conference and provide agenda for meeting. Submit agenda prior to meeting for approval and add conference to project schedule.

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Meeting agenda shall include as a minimum:

a. Design Process: Contractor to indicate how design package will be presented, consistent with overall design plan for design permitting and construction of the project. Provide briefing of the design package and what is included in each design package.

b. Long Lead Items: Contractor to present items that one identified for early procurement of construction materials or equipment and as part of assorted design packages in accordance with

Section (Identify this section from our Div 1).

c. Design Integrity: Contractor to present method they will use to ensure design integrity for associated design package, while meeting contract requirements.

d. SDD Charrette as required by Section SUSTAINABILITY (SDD) DOCUMENTATION.

3.1.5 Pre-Construction Conference

Before starting construction activities, the Contractor and Government will jointly conduct a pre-construction administrative conference to discuss any outstanding requirements and to review local installation requirements for start of construction. It is possible there will be multiple Pre- Construction

Conferences based on the content of the design packages selected by the Contractor. The Government will provide minutes of this meeting to all participants.

3.2 STAGES OF DESIGN SUBMITTALS AND OVER THE SHOULDER PROGRESS REVIEWS

The stages of design submittals described below define Government expectations with respect to process and content. The Contractor shall determine how to best plan and execute the design and review process for this project, within the parameters listed below. As a minimum, the Government expects to see at least one preliminary design submittal, at least one final design submittal before construction of a design package may proceed and at least one Corrected Final Design submittal that documents the accepted design. The Contractor may sub-divide the design into separate packages for each stage of design and may proceed with construction of a package after the Government accepts

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10 | P a g e the final design for that package. See also discussion on waivers to submission of intermediate design packages where the parties partner during the design process.

3.2.1 Site/Utilities

To facilitate fast-track design-construction activities the Contractor may submit a final (100 percent) site and utility design as the first design submittal or it may elect to submit preliminary and final site and utility design submittals as explained below. Following review, resolution, and incorporation of all

Government comments, and submittal of a satisfactory set of site/utility design documents, after completing all other pre-construction requirements in this contract and after the pre-construction meeting, the Government will allow the Contractor to proceed with site development activities, including demolition where applicable, within the parameters set forth in the accepted design submittal. For the first site and utility design submission, whether a preliminary or final, the submittal review, comment, and resolution times from this specification apply, except that the Government will require a maximum 14 calendar day review period, exclusive of mailing time. No on-site construction activities shall begin prior to written Government clearance to proceed.

3.2.2 Preliminary Design Submittals

The Contractor shall submit a single preliminary design for review, representing a complete package with all design disciplines. As required in Section PROJECT SCHEDULE, the Contractor shall schedule its design and construction packaging plan to meet the contract completion period. This submission is the

Government's primary opportunity to review the design for conformance to the solicitation and to the accepted contract proposal and to the Building Codes at a point where required revisions may be still made, while minimizing lost design effort to keep the design on track with the contract requirements.

The requirements for the preliminary design review submittals and review conferences are described hereinafter. This is not necessarily a hold point for the design process; the Contractor may designate the preliminary design submittal(s) as a snapshot and proceed with design development at its own risk.

See below for a waiver, where the parties establish an effective over-the-shoulder progress review procedure through the partnering process that would eliminate the need for a formal intermediate design review on one or more individual design packages.

3.2.3 Over-the-Shoulder Progress Reviews

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There will be no over-the-shoulder progress reviews or electronically only formats submitted for review.

3.2.4 Final Design Submittals

This submittal is required for each design package prior to Government acceptance of that design package for construction. The requirements for the final design submittal review conferences and the

Government's acceptance for start of construction are described herein after.

3.2.5 Corrected Final Design Submittals

After the final design submission and review conference for a design package, the Contractor shall revise the design package to incorporate the comments generated and resolved in the final review conferences, perform and document a back-check review and submit the final, Corrected Final Design documents, which shall represent released for construction documents. The requirements for the

Corrected Final Design submittals are described hereinafter.

3.2.6 Holiday Periods for Government Review or Actions

Do not schedule meetings, Government reviews, or responses during the last two weeks of December or other designated Government Holidays (including Friday after Thanksgiving) and exclude such dates and periods from durations specified herein for Government actions.

3.2.7 Late Submittals and Reviews

If the Contractor cannot meet its scheduled submittal date for a design package, it must revise the proposed submittal date and notify the Government in writing, at least 1 week prior to the submittal, in order to accommodate the Government reviewers’ other scheduled activities. If a design submittal is over 1 day late in accordance with the latest revised design schedule, or if notification of a proposed design schedule change is less than 7 days from the anticipated design submission receipt date, the

Government review period may be extended up to 7 days due to reviewers’ schedule conflicts. If the

Government is late in meeting its review commitment and the delay increases the Contractor’s cost or

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12 | P a g e delays completion of the project, the Suspension of Work and Defaults clauses provide the respective remedy or relief for the delay.

3.3 DESIGN CONFIGURATION MANAGEMENT

3.3.1 Procedures

Develop and maintain effective, acceptable design configuration management (DCM) procedures to control and track revisions to the design documents after the Preliminary Design Submission through submission of the As-Built documents. During the design process, this will facilitate and help streamline the design and review schedule. After the final design is accepted, this process provides control of and documents revisions to the accepted design (see Special Contract Requirement:

Deviating from the Accepted Design). The system shall include appropriate authorities and concurrences to authorize revisions, including documentation as to why the revision must be made.

The DCM data shall be available to the Government reviewers at all times. The Contractor may use its own internal system with interactive Government concurrences, where necessary or may use the

Government's “DrChecks Design Review and Checking System” (see below and Attachment C).

3.3.2 Tracking Design Review Comments

Although the Contractor may use its own internal system for overall design configuration management, the Government and the Contractor shall use the DrChecks Design Review and Checking

System to initiate, respond to, resolve and track Government design compliance review comments.

This system may be useful for other data which needs to be interactive or otherwise available for shared use and retrieval. See Attachment C for details on how to establish an account and set-up the

DrChecks system for use on the project.

3.3.3 Design and Code Checklists

The Contractor shall develop and complete various discipline-specific checklists to be used during the design and quality control of each submittal. These completed checklists shall be submitted with each design submittal, as applicable, as part of the project documentation. See Section QUALITY CONTROL and Attachment D for a Sample Fire Protection and Life Safety Code review checklist. Refer to SAS DM

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13 | P a g e for examples of Design Checklist, Vol. 1 of 11 General and Administrative Requirements, Section A, Exhibit 1-A-3, PreDesign Checklist.

3.4 PRELIMINARY DESIGN REVIEWS AND CONFERENCES

3.4.1 General

At least one preliminary design submittal, review and review conference is required for each design package (except that, per Paragraph 3.2.1, the Contractor may skip the preliminary design submission and proceed directly to final design on the sitework and utilities package). The Contractor may include additional preliminary design conferences or over-the-shoulder reviews, as needed, to assure continued government concurrence with the design work. The preliminary submittal review periods and conferences shall be included in the project schedule and shall indicate what part of the design work is at what percentage of completion. The required preliminary design conferences shall be held when preliminary design requirements are reached as described below. See also paragraph Over-the-

Shoulder Progress Reviews for a waiver to the formal preliminary design review. Design submittal review meetings shall be conducted at the project installation.

3.4.2 Procedures

After receipt of each Preliminary Design submission, the Contractor shall allow the Government 21 calendar days after receipt of the submission to review and comment on the preliminary design submittal. For smaller design packages, especially those that involve only one or a few separate design disciplines, the parties may agree on a shorter review period or alternative review methods (e.g., over-the-shoulder or electronic file sharing), through the partnering process. For each preliminary design review submittal, the COR will furnish, to the Contractor, a single consolidated, validated listing of all comments from the various design sections and from other concerned agencies involved in the review process using the DrChecks Design Review and Checking System. The review will be for conformance with the technical requirements of the solicitation and the Contractor's RFP proposal. If the Contractor disagrees technically with any comment or comments and does not intend to comply with the comment, he/she must clearly outline, with ample justification, the reasons for noncompliance within

5 days after receipt of these comments in order that the comment can be resolved. The Contractor shall furnish disposition of all comments, in writing, through DrChecks. The Contractor is cautioned

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14 | P a g e that if it believes the action required by any comment exceeds the requirements of this contract, that it should take no action and notify the COR in writing immediately. The Preliminary Review conference will be held for each design submittal at the project installation. The Contractor shall bring the personnel that developed the design submittal to the review conference. The conference will take place the week after the receipt of the comments by the Contractor. For smaller fast- track packages that involve only a few reviewers, the parties may agree to alternative conferencing methods, such as teleconferencing, or tele-video, where available, as determined through Partnering.

3.4.3 Conference Documentation

In order to facilitate and accelerate the Government code and contract conformance reviews, the

Contractor shall identify, track resolution of and maintain all comments and action items generated during the design process and make this available to the designers and reviewers prior to the

Preliminary and subsequent design reviews. Contractor is responsible for providing all meeting minutes and submitting them to government for approval.

Prepare meeting minutes and enter final resolution of the comments into DrChecks. Copies of comments, annotated with comment action agreed on, will be made available to all parties before the conference adjourns. Unresolved problems will be resolved by immediate follow-on action at the end of conferences. Valid comments shall be incorporated. The Government reserves the right to reject design document submittals if comments are significant. Participants shall determine if any comments are critical enough to require further design development prior to Government concurrence.

Participants shall also determine how to proceed in order to obtain Government concurrence with the design work presented.

3.5 PRELIMINARY DESIGN REQUIREMENTS

Preliminary design deliverables shall include drawings, specifications, and design analysis for the part of design that the Contractor considers ready for review.

3.5.1 Drawings

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Drawings shall include comments from any previous design conferences incorporated into the documents to provide a preliminary design for the “part” submitted.

3.5.2 Total Design Analysis

The DORs shall prepare and present design analyses with calculations necessary to substantiate and support the design documents submitted. Refer to Savannah District Design Manual, Vol.1, Paragraph

12.4, Analysis for General Requirements. Refer to Attachment I for Design Analysis Book Format.

Address design substantiation required by the applicable codes and references and pay particular attention to the following listed items:

a. For parts including site-work, include the site specific civil calculations.

b. For parts including structural work, include structural calculations.

c. Identify all loads to be used for design.

d. Describe the method of providing lateral stability for the structural system to meet seismic and wind load requirements. Include sufficient calculations to verify the adequacy of the method.

e. Provide calculations for all principal roof, floor, and foundation members and bracing and secondary members.

f. Provide complete seismic analysis for all building structural, mechanical, electrical, architectural, and building features as dictated by the seismic zone for which the facility is being constructed.

g. See also the Security (Anti-Terrorism) requirements below for members subject to Anti-Terrorist

Force Protections (ATFP) and Progressive Collapse requirements.

3.5.2.1 Security (Anti-Terrorism)

Provide a design narrative and calculations where applicable, demonstrating compliance with each of the 22 standards in UFC 4-010-01. Where sufficient standoff distance is not being provided, show

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16 | P a g e calculations for blast resistance of the structural system and building envelope. Show complete calculations for members subjected to ATFP loads, e.g., support members of glazed items (jambs, headers, sills) and connections of windows to support members. See also Attachment F for analysis of window unit structural supports. For 3 story and higher buildings, provide calculations to demonstrate compliance with progressive collapse requirements.

3.5.2.2 Architectural

For parts including architectural work, include building floor area calculations.

3.5.2.3 Mechanical

For parts including mechanical work, include HVAC analysis and calculations. Include complete design calculations for mechanical systems. Include computations for sizing equipment, compressed air systems, air duct design, and U-factors for ceilings, roofs and exterior walls and floors. Contractor shall employ commercially available energy analysis techniques to determine the energy performance of all passive systems and features. Use of hourly energy load computer simulations (e.g., TRANSYS, DOE 2.1

Blast, etc.) is required. Based on the results of calculations, provide a complete list of all materials and equipment proposed with the manufacturer’s published cataloged product installation specifications and roughing-in-data.

3.5.2.4 Life Safety

For parts including life safety, include building code analysis and sprinkler and other suppression systems. Notwithstanding the requirements of the Code, address the following:

a. A registered fire protection engineer (FPE) must perform all fire protection analysis. Provide the fire protection engineer’s qualifications. NICET certification is not sufficient to address this requirement. A registered fire protection engineer is a professional engineer who has passed the fire protection engineering written examination administered by the National Council of Examiners for Engineering and Surveys (NCEES).

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b. Provide all references used in the design including Government design documents and industry standards used to generate the fire protection analysis.

c. Provide classifications of each building in accordance with fire zone, building floor areas and height and number of stories.

d. Provide discussion and description of required fire protection requirements including extinguishing equipment, detection equipment, alarms equipment and water supply. Alarm and detection equipment shall interface to requirements of Electronic Systems.

e. Provide hydraulic calculations based on water flow test for each sprinkler system to insure that flow and pressure requirements can be met with current water supply. Include copies of Contractor’s water flow testing done to certify the available water source.

f. Provide complete life safety code analysis as required by IBC, NFPA 101, LIFE Safety Code and UFC 3-

600-1, Fire Protection Engineering for Facilities. Include criteria for building occupancy, classification, type of construction, building separation, height and area limitations, occupancy separation, fire protection, occupancy load, exits, roof areas, water supply, hydraulic analysis, fire alarm and mass notification, emergency lighting, interior finish ratings, security and AT/FP and fire department access.

g. Provide secondary voltage calculation for Fire Alarm Control Panel at Mass Notification System.

h. Provide schedules of equipment, piping and devices identified on drawings.

3.5.2.5 Plumbing

a. List the references used in the design.

b. Provide justification and brief description of the types of plumbing fixtures, piping materials and equipment proposed for use.

c. Detail calculations for systems such as sizing of domestic hot water heater and piping; natural gas piping; LP gas piping and tanks, fuel oil piping and tanks, etc., as applicable.

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d. When the geotechnical report indicates expansive soils are present, indicate in the first piping design submittal how piping systems will be protected against damage or backfall/backflow due to soil heave (from penetration of slab to the 5 foot building line).

3.5.2.6 Elevator Systems

a. List the criteria codes, documents and design conditions used.

b. List required permits, registration, and construction of items of special mechanical systems and equipment.

3.5.2.7 Electrical

For parts including electrical work, include lighting calculations to determine maintained foot- candle levels, electrical load analyses and calculations, electrical short circuit and protective device coordination analysis and calculations and arc fault calculations.

3.5.2.8 Cathodic Protection Systems

For Cathodic Protection Systems, provide the following stamped report by the licensed corrosion engineer or NACE specialist with the first design submission. Clearly describe structures, systems or components in soil or water to be protected. Describe methods proposed for protection of each.

3.5.3 Geotechnical Investigations and Reports

The Contractor’s licensed geotechnical engineer shall prepare a final geotechnical evaluation report, to be submitted along with the first foundation design submittal. This information should be made available as early as possible during the over-the-shoulder progress review process. The geotechnical report shall summarize the subsurface conditions and provide recommendations for the design of appropriate utilities, foundations, floor slabs, retaining walls, embankments, and pavements. The

Contractor’s geotechnical report shall recommend foundation systems to be used, allowable bearing pressures for footings, lateral load resistance capacities for foundation systems, elevations for

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19 | P a g e footings, grade beams, slabs, etc. Provide an assessment of post- construction settlement potential including total and differential. Provide recommendations regarding lateral earth pressures (active, at-rest, passive) to be used in the design of retaining walls. Include the recommended spectral accelerations and Site Class for seismic design along with an evaluation of any seismic hazards and recommendations for mitigation, if required. Include calculations to support the recommendations for bearing capacity, settlement, and pavement sections. Include supporting documentation for all recommended design parameters such as Site Class, shear strength, earth pressure coefficients, friction factors, subgrade modulus, California Bearing Ratio (CBR), etc. Provide earthwork recommendations, expected frost penetration, expected groundwater levels, recommendations for dewatering and groundwater control and the possible presence of any surface or subsurface features that may affect the construction of the project such as sinkholes, boulders, shallow rock, old fill, old structures, soft areas, or unusual soil conditions. Include pH tests, salinity tests, resistivity measurements, etc., required to design corrosion control and grounding systems. Include the raw field data. Arrange a meeting with the Government subsequent to completion and evaluation of the site specific geotechnical exploration to outline any differences encountered that are inconsistent with the

Government provided preliminary soils information. Clearly outline differences which require changes in the foundation type, or pavement and earthwork requirements from that possible and contemplated using the Government furnished preliminary soils investigation, which result in a change to the design or construction. Any equitable adjustment is subject to the provisions of the contract’s

Differing Site Conditions Clause.

3.5.3.1 Vehicle Pavements

The Contractor’s geotechnical report shall contain flexible and rigid pavement designs, as applicable for the project, including design CBR and modulus of subgrade reaction and the required compaction effort for subgrades and pavement layers. Provide Information on the types of base course materials available in the area and design strengths.

The Contractor and the professional geotechnical engineer consultant shall certify in writing that the design of the project has been developed consistent with the Contractor’s final geotechnical report.

The certification shall be stamped by the consulting professional geotechnical engineer and shall be submitted with the first design submission. If revisions are made to the initial design submission, a new certification shall be provided with the final design submission.

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3.5.4 Sustainable Design and Development (SDD) Documentation

3.5.4.1 LEED® Documentation

Assign a LEED AP, responsible to track LEED planning, performance and documentation for each LEED credit through construction closeout. Incorporate LEED credits in the plans, specifications and design analyses. Include the LEED Project checklist for each facility and site work with each preliminary design submittal. Develop LEED design credit documentation as a separable portion of the Design Analysis for each facility and site work and provide with each final design submittal. Final design submittal for each portion of the work must include all required design documentation relating to that portion of work

(example - all site credit design documents with final site design). Submittal requirements, including when they are due, are as indicated in Attachment H, USACE LEED-NC 2009 Submittals for

Unregistered Projects. All project documentation related to LEED shall conform to LEED Reference

Guide requirements for both content and calculation methodology and be separate from other design analyses.

Maintain and update the LEED documentation throughout project progress to construction closeout and compile product data, receipts, calculations and other data necessary to substantiate and support all credits claimed. The Government may audit any or all individual credits. Audit documentation is not required to be submitted unless requested. Refer to Section SUSTAINABILITY (SDD)

DOCUMENTATION for additional requirements.

3.5.4.2 Energy Conservation

Sections 01 11 04 and 01 11 05 address energy consuming systems (heating, cooling, service hot water, lighting, power, etc.). Include calculations which demonstrate and document (a) the baseline energy consumption for the facility or facilities under contract, that would meet the requirements of

ANSI/ASHRAE/IESNA Standard189.1 - 2011 and (b) the energy consumption of the facility or facilities under contract utilizing the materials and methods required by this construction contract. The calculation methodology utilized for this documentation and analysis shall follow the guidelines set forth in Appendix G of ASHRAE 90.1-2010, with the exceptions: (a) receptacle and process loads may be omitted from the calculations; and (b) the definition of the terms in the formula for Percentage

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Improvement found in Paragraph G1.2 are modified as follows: Baseline Building Performance shall meet the annual energy consumption calculated for a building design intended for use as a baseline for rating above standard design meeting the minimum requirements of the energy standard, and

Proposed Building Performance shall meet annual energy consumption calculated for the purposed building design intended for construction. This calculation shall address all energy consuming systems in a single integrated methodology. Laboratory fume hoods and kitchen ventilation loads are to be included in the energy calculation and are not considered process loads.

Individual calculations for heating, cooling, power, lighting, power, etc. systems will not be acceptable.

The Contractor shall use a simulation program having the capability to model the energy performance of the energy features of the baseline and proposed design in accordance with ASHRAE 90.1 Appendix

G2.2, Simulation General Requirements, and Appendix G3, Calculating Proposed and Baseline

Performance. The following building simulation software is acceptable for use in calculating building energy consumption: Hourly Analysis Program (HAP) by Carrier Corp.; TRACE 700 by Trane Corp.; DOE-

2 by US Department of Energy; Energy Plus by DOD/DOE; and other programs that have the minimum capabilities required.

3.5.4.3 ASHRAE 189.1 Documentation

Refer to UFC 1-200-02, High Performance and Sustainable Building Requirements and provide completed ASHRAE 189.1 Compliance Forms and attachments for all applicable ASHRAE 189.1 requirements. Documentation for Sections 5, 6, 7 and 8 except VOCs are due at final design.

Documentation for Section 8 VOCs and Sections 9 and 10 are to be incorporated into SDD

Documentation Notebook during construction per Section 01 33 29 SUSTAINABILITY (SDD)

DOCUMENTATION. Obtain ASHRAE 189.1 Compliance Forms from ASHRAE at Contractor’s expense.

LEED documentation may be substituted for individual item compliance documentation if the LEED requirement matches or exceeds the ASHRAE 189.1 requirement. If LEED documentation is substituted, annotate the ASHRAE 189.1 Compliance Form to indicate what LEED credit or prerequisite to see for compliance documentation. Indicate all items that are not required by the UFC as “not applicable” on the Compliance Forms. Incorporate ASHRAE 189.1 compliance documentation into the project Sustainability Documentation Notebook. See Section SUSTAINABILITY (SDD) DOCUMENTATION.

3.5.4.4 ASHRAE 90.1 Documentation

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Refer to UFC 1-200-02, High Performance and Sustainable Building Requirements and provide completed ASHRAE 90.1 Compliance Forms and attachments for all applicable ASHRAE 90.1 requirements. Documentation is due at final design. Obtain ASHRAE 90.1 Compliance Forms from

ASHRAE at Contractor’s expense. Incorporate ASHRAE 90.1 compliance documentation into the project

Sustainability Documentation Notebook. See Section 01 33 29 SUSTAINABILITY (SDD)

DOCUMENTATION.

3.5.4.5 Energy and Sustainability (E&S) Record Card Documentation

Incorporate E&S Record documentation in to the project Sustainability Documentation Notebook. See

Section SUSTAINABILITY (SDD) DOCUMENTATION.

3.5.5 Specifications

Specifications shall be developed from the Unified Facility Guide Specifications (UFGS using

MASTERFORMAT 2010 numbering system). Manufacturers’ product specifications, utilizing CSI’s

Manu-Spec, three part format may be used in conjunction with the selected specifications. The DORs shall edit and expand the appropriate Specifications to insure that project design requirements, current code requirements, and regulatory requirements are met. The DORs shall edit and expand the appropriate Specifications to insure that project design requirements, current code requirements, and regulatory requirements are met. Specifications shall clearly identify, where appropriate, specific products chosen to meet the Contract requirements (i.e., manufacturer’s brand names and model numbers or similar product information).

3.5.6 Building Rendering

Provide one original and four photos of the final color rendering. An electronic file in .jpg format shall be provided. Rendering shall be double matted, the upper matte sheet shall be neutral in color and the lower sheet shall be contrasting and complementary in color.

Frame shall be standard aluminum type frame.

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Mat, frame and rendering shall be color coordinated.

A single line perspective showing the three dimensional aspect of the facility with emphasis on the main building features shall be provided for government approval.

Perspective sketch shall be a minimum of 8 by 10 inches and illustrate the view proposed for final color rendering. Provide a sample of type of rendering technique and quality proposed for final rendering.

Select the horizontal line and viewing point to best represent the facility's character. Generally, normal eye level is preferred for single building project.

Rendering shall be prepared by professional architectural illustrator showing view approved from single line perspective. Details appropriate for the military installation (e.g., correct uniforms) shall be provided.

Rendering size shall be appropriate to illustrate the facility color, shape, patterns of exterior materials, and site development features. The minimum size, as determined by adding vertical and horizontal dimensions, without matte, shall be 42 inches. The height to width ratio is typically 1:1.5 to 1:2 depending on the facility or complex. Non-glare plastic glazing is required for rendering. Titles shall be scaled appropriately and included as part of the matte design. Titles shall identify only the project name, base and A-E firm.

Submit three 18- by 24-inch color prints, framed and matted behind glass with project title underneath the print and one image file in JPG format on CD for those in the submittal distribution list.

3.5.7 Preliminary Building Design Contents

The following list represents what the Government considers should be included in the overall completed design for a facility or project. It is not intended to limit the Contractor from providing different or additional information as needed to support the design presented. As the Contractor develops individual design packages and submits them for Preliminary review, address as much of the applicable information for an individual design package as is developed at the Preliminary design level

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24 | P a g e for review purposes. These pieces shall be developed as the design progresses toward the Corrected

Final Design stage.

3.5.7.1 Architectural

a. Design Narrative

b. Architectural Floor Plans, Typical Wall and Roof Sections

c. Finish schedule

d. All required equipment

e. Special graphics requirements

f. Door and Window Schedules

g. Hardware sets using BHMA designations

h. Composite floor plan showing all pre-wired workstations

i. Structural Interior Design (SID) package: See ATTACHMENT A for specific requirements

j. Furniture, Fixtures & Equipment (FFE) Procurement Package: See ATTACHMENT B and for specific requirements

3.5.7.2 Structural Systems

a. Drawings showing principal members for roof and floor framing plans as applicable

b. Foundation plan showing main foundation elements where applicable

c. Typical sections for roof, floor, and foundation conditions

3.5.7.3 Plumbing Systems

a. Show locations and general arrangement of plumbing fixtures and major equipment

b. Plan and isometric riser diagrams of all areas including hot water, cold water, waste and vent piping.

Include natural gas (and meter as required), and other specialty systems as applicable.

c. Include equipment and fixture connection schedules with descriptions, capacities, locations, connection sizes and other information as required

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3.5.7.4 HVAC Systems

a. Mechanical Floor Plans: The floor plans shall show all principle architectural features of the building which will affect the mechanical design. The floor plans shall also show the following:

Room designations

Mechanical legend and applicable notes

Location and size of all ductwork and piping

Location and capacity of the terminal units (i.e., registers, diffusers, grilles, hydronic baseboards)

Exhaust fans and specialized exhaust systems

Thermostat location

Location of heating/cooling plant (i.e., boiler, chiller, cooling tower, etc.)

Location of all air handling equipment

Air balancing information

Flue piping size and location

Piping diagram for forced hot water system (if used)

Capacity

Electrical characteristics

Efficiency (if applicable)

Manufacturer's name

Optional features to be provided

Physical size

Minimum maintenance clearances

b. Details: Provide construction details, sections, elevations, etc., only where required for clarification of methods and materials of design.

c. HVAC Controls: Submit complete HVAC controls equipment schedules, sequences of operation, wiring and logic diagrams, Input/Output Tables, equipment schedules, and all associated information.

See the Statement of Work for additional specific requirements.

3.5.7.5 Fire Protection and Life Safety

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Provide plan for each floor of each building that presents a compendium of the total fire protection features being incorporated into the design. Include the following types of information:

a. The location and rating of any fire-resistive construction such as occupancy separations, area separations, exterior walls, shaft enclosures, corridors, stair enclosures, exit passageways, etc.

b. The location and converge of any fire detection systems

c. The location and…