Division_1.pdf

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ATTACHMENT B

01000 DIVISION 1

GENERAL REQUIREMENTS 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

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SECTION TABLE OF CONTENTS

SECTION 01 01 2

DESIGN AFTER AWARD

PART 1

1.1 DESIGNERS OF RECORD

1.2 SEQUENCE OF DESIGN-CONSTRUCTION

1.3 QUANTITY OF DESIGN SUBMITTALS

1.4 DELIVERY OF DESIGN SUBMITTALS

1.5 COORDINATION

1.5.1. Design Interviews

1.5.2 Written Records

1.5.3 Design Needs List

1.6 GOVERNMENT REVIEW COMMENTS

1.7 DESIGN ANALYSIS

1.7.1 Media and Format

1.7.2 Organization

1.7.3 Design Calculations

1.7.4 Computerized Design Analysis

1.8 DRAWINGS

1.8.1 General

1.9 SPECIFICATIONS AND SUBMITTAL REGISTER

1.9.1 Specifications

1.9.2 The cover page shall include:

1.9.3 Submittal Register

1.10 SURVEYING & MAPPING

1.11 DESIGN SUBMITTALS (Reference documents UFC 01 300 09N and UFC 4–010-01)

1.11.1 Pre-Concept (10%-15%) Submittal.

1.11.1.1 Basis of Design.

1.11.1.2 Drawings.

1.11.1.2.1 Architectural:

1.11.1.2.2 Civil:

1.11.1.2.3 Electrical:

1.11.1.2.4 Fire Protection:

1.11.1.2.5 Geotechnical:

1.11.1.3 Calculations

1.11.1.3.1 Electrical:

1.11.1.3.2 Civil:

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1.11.1.4 Charrettes and Functional Analysis Concept Development (FACD) Studies.

1.11.1.4.1 Description:

1.11.2 DESIGN DEVELOPMENT SUBMITTALS (35%-50%).

1.11.2.1 Basis of Design.

1.11.2.2 Drawings.

1.11.2.2.1 Architectural:

1.11.2.2.2 Landscape Architecture:

1.11.2.2.3 Civil:

1.11.2.2.4 Structural:

1.11.2.2.5 Mechanical:

1.11.2.2.6 Electrical:

1.11.2.2.7 Fire Protection:

1.11.2.2.8 Geotechnical:

1.11.2.3 Outline Specifications.

1.11.2.4 Color Boards.

1.11.2.5 Calculations.

1.11.2.5.1 Structural and Geotechnical.

1.11.2.5.2 Civil

1.11.2.5.3 Pavements.

1.11.2.6 Sustainable Design and Mechanical.

1.11.2.6.1 Energy Analysis.

1.11.2.6.2 Life Cycle Cost Analysis.

1.11.2.6.3 Building Heating and Cooling Load.

1.11.2.6.4 ASHRAE 90.1 Compliance Calculations.

1.11.2.6.5 Electrical.

1.11.2.6.6 Fire Protection.

1.11.2.7 Environmental Report.

1.11.3 PRE-FINAL (100%) DESIGN SUBMITTALS

1.11.3.1 Basis of Design.

1.11.3.1.1 Design-Build.

1.11.3.2 Drawings.

1.11.3.2.1 Electrical.

1.11.3.2.2 Fire Protection.

1.11.3.3 Specifications or RFP Development.

1.11.3.3.1 Environmental Specifications.

1.11.3.3.2 Design-Build Design Submittals.

1.11.3.3.2.1 Fire Protection Specifications.

1.11.3.4 Project Information Form (PIF).

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1.11.3.5 Color Boards.

1.11.3.6 Calculations.

1.11.3.6.1 Mechanical.

1.11.3.6.2 Electrical.

1.11.3.7 Note Used

1.11.4 FINAL DESIGN SUBMITTALS

1.11.4.1 Basis of Design.

1.11.4.1.1 Sustainable Design.

1.11.4.2 Drawings.

1.11.4.2.1 Shop Drawings.

1.11.4.2.2 Quality Control Data

1.11.4.3 Specifications or RFP.

1.11.4.3.1 Environmental Specifications.

1.11.4.3.2 Design-Build Design Submittals.

1.11.4.3.2.1 Fire Protection Specifications.

1.11.4.4 Project Information Form.

1.11.4.5 Color Documentation Binders.

1.11.4.6 Calculations.

1.11.4.7 Statement of Special Inspections

1.11.4.8 Additional Overseas Submittals Requirements. (Not Used)

1.12 CONSTRUCTOR’S ROLE DURING DESIGN

1.13 VALUE ENGINEERING AFTER AWARD

1.14 RESPONSE TO A REQUEST FOR A CHANGE

1.15 REVISIONS TO THE ACCEPTED DESIGN

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

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SECTION 01 01 2

DESIGN AFTER AWARD

1.0 GENERAL

THE CONTRACTOR SHALL PAY SPECIAL ATTENTION TO SECTIONS 00700 AND 00800 OF THE

CONTRACT FOR CONTRACT CLAUSES AND INFORMATION TEXT REGARDING THIS DESIGN-

BUILD TASK ORDER CONTRACT. The Contractor shall schedule the number and composition of the design submittal phases and include that information in the progress charts. Design submittals are as required for each individual delivery order and can be at the pre-concept (10-15%), design development (35-50%), pre-final (100%), and final design stages. The requirements of each design stage are listed hereinafter.

1.1 DESIGNERS OF RECORD

All design disciplines shall be accounted for by registered Designers of Record (DOR). DOR shall be responsible for ensuring integrity of their design and design integration in all construction submittals and extensions to design developed by others, such as the constructor, subcontractors, or suppliers. DOR shall review and approve all construction submittals and extensions of design, in accordance with the procedures, described in Section 01330

SUBMITTALS - PROCEDURES FOR DESIGN BUILD. The DOR shall stamp, sign, and date all final design drawings under their responsible discipline.

1.2 SEQUENCE OF DESIGN-CONSTRUCTION

Fast track construction start is permitted by this contract. Determination of fast track will be made for each delivery order on a case by case basis.

1.3 QUANTITY OF DESIGN SUBMITTALS

The documents that the Contractor shall submit to the Government for each submittal are listed and generally described hereinafter. Unless otherwise indicated, the Contractor shall submit six (6) copies of each item required at each Review Submittal stage. All drawings for interim review submittals shall be full size. At the Design

Complete Submittal, the Contractor shall submit, at a minimum, six (6) complete full size sets of drawings, six (6) complete half size sets and two copies of CADD files in Micro Station V8 or AutoCAD 2006 format on CD-ROM, as directed and required, and six (6) sets of the bound specifications (if required by the individual delivery order) and two (2) copies on electronic medium (CD-ROM) in PDF format or as directed and required by the individual delivery order.

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1.4 DELIVERY OF DESIGN SUBMITTALS

After award of each delivery order of the contract, the Government will furnish the Contractor separate addresses where design submittals shall be delivered. The contractor shall deliver the quantities of items of each submittal to the addresses on the Review Distribution List for each delivery order.

Each submission shall have a transmittal letter accompanying it indicating the date, design percentage, type of submittal, list of items submitted, transmittal number and point of contact with telephone number.

1.5 COORDINATION

1.5.1. Design Interviews

After the award of the contract, before the issuance of each delivery order, the Contractor shall visit the delivery order site(s) and conduct extensive interviews and problem solving discussions with the individual users and the

RSFO Corps of Engineers personnel to acquire all necessary design information, review user operations, and to discuss user needs. The Contractor shall document all criteria and requirements obtained and determine the functional, architectural, civil, site, security, mechanical, spatial, electrical, communications, and furniture and furnishings requirements of the building and site. The design scope shall be finalized as a direct result of these interviews.

1.5.2 Written Records

The contractor shall prepare a written record of each design site visit, meeting, or conference, either telephonic or personal, and furnish the record within five (5) working days to the Contracting Officer and all parties involved.

The written record shall include subject, names of participants, outline of discussion, and recommendation or conclusions. The written records shall be numbered in consecutive order.

1.5.3 Design Needs List

Throughout the life of this contract the Contractor shall furnish the Contracting Officer a biweekly “needs” list for design related items. This list shall itemize design data required by the Contractor to advance the design in a timely manner. Each list shall include a sequence number, description of action item, name of the individual or agency responsible for satisfying the action item and remarks. Once a request for information is initiated, that item shall remain on the list until the requested information has been furnished or otherwise resolved.

1.6 GOVERNMENT REVIEW COMMENTS

Within 14 calendar days (or as required by the individual delivery order) after Notice to Proceed for any delivery order, the Contractor shall submit, for approval, a complete design schedule with all submittals and review times indicated in calendar days. Generally, the Contractor shall update this schedule monthly. However, the contractor

7 | P a g e shall provide the government a minimum advance notice of fourteen (14) calendar days of any changed submittal dates. The RSFO or the District will perform the Corps of Engineers’ project reviews. The end user of the facility may also perform design reviews.

Upon receipt of a submittal, the Government shall do a cursory check of quality and quantity. If a design submittal is lacking, it will be returned for correction and resubmission. The review time will begin when the corrected submittal is received. If an otherwise satisfactory design submittal is over one (1) day late in accordance with the latest design schedule, the Government review period may be extended up to seven (7) days.

After satisfactory submittal receipt, the Government will be allowed fourteen (14) calendar days to review and comment on each pre-concept (10%), concept (30 - 35%), and preliminary (50 - 65%) design submittal and fourteen (14) days to review and comment on the final (95 - 100%) design submittal and any back check submittal(s), except as noted in the individual delivery orders. For each design review submittal, Government comments from the various design sections and from other concerned agencies involved in the review process will be made.

The review will be for conformance with the contract. The Contractor shall respond to all comments in advance of the next scheduled submittal. The response shall identify action taken with citation of location within the relevant document. Generalized statements of intention such as “will comply” or “will revise the specification” are not acceptable.

If the Contractor disagrees technically with any comment and does not intend to comply with the comment, the

Contractor must clearly outline, with ample justification, the reasons for noncompliance within five (5) days after close of the review period in order that the comment can be resolved. If the Contractor believes the action required by any comment exceed the requirements of this contract, he should “flag” the comment as being outside design scope. Further, the contractor shall notify the Government in writing immediately.

Review conferences will be held for each design submittal as required by the delivery order. The Contractor shall bring the personnel that developed the design submittal to the review conference. These conferences will take place the week after review completion of each submittal.

During the design review process, comments will be made on the design submittals that will change the drawings and specifications. The Government will pay no additional compensation to the Contractor for the incorporation of comments. Review comments are considered part of the design/build process.

1.7 DESIGN ANALYSIS

1.7.1 Media and Format

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Present the design analysis on 8-1/2-inch by 11-inch paper except that larger sheets may be used when required for graphs or other special calculation forms. All sheets shall be in reproducible form. The material may be typewritten, hand lettered, handwritten, or a combination thereof, provided it is legible. Side margins shall be 1-inch minimum to permit side binding and head to head printing. Bottom margins shall be 1-1/4-inches, with page numbers centered 1 inch from the bottom. The design analysis may be presented on CD-ROM in an electronic media format (PDF or DOCX), as required by the individual delivery order.

1.7.2 Organization

Assign the several parts and sheets of the design analysis a sequential binding number and bind them under a cover indicating the name of the facility and project number, if applicable. The title page shall carry the designation of the submittal being made. The complete design analysis presented for final review with the final drawings and specifications shall carry the designation “FINAL DESIGN ANALYSIS” on the title page.

1.7.3 Design Calculations

Design calculations are a part of the design analysis. When they are voluminous, bind them separately from the narrative part of the design analysis. Present the design calculations in a clean and legible form incorporating a title pages and index for each volume. Furnish a table of contents, which shall be an index of the indices, when there is more than one volume. Identify the source of loading conditions, supplementary sketches, graphs, formulas, and references. Explain all assumptions and conclusions. Calculation sheets shall carry the names or initials of the computer and the checker and the dates of calculations and checking. No portion of the calculations shall be computed and checked by the same person. Failure to provide the required data in a legible form shall cause the submittal to be rejected and will require resubmission at no additional cost to the Government.

1.7.4 Computerized Design Analysis

The design analysis shall include descriptions of the computer programs used and copies of the input data and output summaries. When the computer output is large, it may be divided into volumes at logical division points.

Precede each set of computer printouts by an index and by a description of the computation performed. If several sets of computations are submitted, a general table of contents in addition to the individual indices shall accompany them. Preparation of the description that must accompany each set of printouts shall include the following:

a. Explain the design method, including assumptions, theories, and formulas.

b. Include applicable diagrams, adequately identified.

c. State exactly the computation performed by the computer.

d. Provide all necessary explanations of the computer printout format, symbols, and abbreviations.

e. Use adequate and consistent notation.

f. Provide sufficient information to permit manual checks of the results.

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1.8 DRAWINGS

1.8.1 General

Prepare all drawings using Computer-Aided Design and Drafting (CADD) using the CADD standard directed for the individual delivery order so that they are well-arranged and present complete information. Drawings shall be complete. Unnecessary work such as duplicate views, notes and lettering, and repetition of details shall not be permitted.

Do not show standard details that are not applicable to the project and minimize unnecessary wasted space. Do not include details of standard products or items that are adequately covered by specifications on the drawings. Detail the drawings such that conformance with the contract can be checked and to the extent that shop drawings can be checked. Do not use shop drawings as design drawings. The Contractor shall use standard Corps of Engineers title blocks and borders on all drawings, unless otherwise indicated. The Government will furnish the Contractor drawing numbers for inclusion in the title blocks of the drawings.

All CADD drawings shall be prepared in accordance with the applicable provisions of the “CENAB-RSFO

Contract Clauses for CADD Deliverables”, or as directed by the Contracting Officer for each individual delivery order.

1.9 SPECIFICATIONS AND SUBMITTAL REGISTER

1.9.1 Specifications

The design shall be developed using Unified Facilities Guide Specifications (UFGS) and SPECSINTACT software, unless otherwise noted in the delivery order. Both the UFGS and SPECSINTACT are available free of charge for downloading from http://www.ccb.org/ufgs/ufgs.htm. Where UFGS do not include a specification for a particular feature of work, the Contractor may use specifications from other agencies or sources or provide custom-written specifications, but only as approved prior to their use by the Contracting Officer. Such specifications only may use another software program than SPECSINTACT. The specifications for a project shall be edited and submitted in hand marked–up or graphic highlighted (via word processor or specification software) final draft version at the Final (95 - 100%) Review submittal stage, or at a different stage if so directed by the

Contracting Officer. UFGS shall only be edited as directed in the specification notes and instructions, where choice options allow, and where features of work are added or deleted. A minimum quality standard for the project shall be maintained by only selecting among the choices for quantity and quality that are presented in the applicable UFGS unless specifically indicated otherwise in the applicable UFGS or unless specifically indicated otherwise by the Contracting Officer for each individual delivery order. As one example, in a UFGS specification for floor covering where the presented choices for thickness are [3/32] [1/8], the minimum thickness for the project shall be 1/8.

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Manufacturer’s catalog cut sheets will not be accepted as a substitute for the “products” portion of the specifications, nor any other part. Catalog cut sheets may be added to the specifications, but not as a substitute.

Project specifications shall be furnished in CSI, 40 Division, 3 Part Section Format. Each specification volume shall include a cover page and table of contents and be furnished on CD-ROM disks.

1.9.2 The cover page shall include:

a. Project title, activity and location

b. Construction contract number and delivery order number

c. Construction Contractor’s name and address

d. Design firm’s name and address

e. Names of design team members responsible for each Contractor prepared technical discipline of the project specification

f. Name and signature of a Principal of the design firm

g. Line for the designated Government representative to sign and date for the Government

1.9.3 Submittal Register

The contractor shall develop the submittal requirements during the design phase of the contract by producing a

Constructor Submittal Register, in accordance with Section 01330 Submittals for Design-Build Construction, unless otherwise directed by the Contracting Officer. Proper tagging of SPECSINTACT-prepared specifications allows this form to be generated at printing. If custom-written specifications are developed which are not in

SPECSINTACT, the register for those sections must match the SPECSINTACT-generated form in format and columns (quantities and designations). The Contractor shall be responsible for listing all required construction submittals necessary to insure the project requirements are complied with. The Register shall identify submittal items such as shop drawings, manufacturer’s literature, certificates of compliance, material samples, guarantees, test results, etc. that the Contractor shall submit for review and / or approval action during the life of the delivery order. The Designer of Record shall edit the submittal register and specifications to designate which submittals are for DOR approval or for DOR information and indicate which submittals are for Government Information, Review, or Approval (where GA is designated by the Government) – See Section 01330.

1.10 SURVEYING & MAPPING

If a site survey is required by the delivery order, the Contractor shall provide the survey in accordance with the requirements listed below.

a. All survey work shall be performed under the supervision of a registered land surveyor. The final survey shall be signed and sealed by that surveyor.

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b. Survey accuracy shall be third order for topographic surveys and second order for GPS control. The survey shall comply with all applicable sections of the National Map Accuracy Standard and FGCC

Geometric Accuracy Standards and Specifications for using GPS Relative Positioning Techniques.

c. The survey shall be provided in CADD format in accordance with the Drawings requirements section above.

d. The survey shall be scaled at 1:500, unless otherwise indicated, with one-foot contour intervals. Contour lines shall be continuous 2-Dimensional poly-lines with X and Y coordinates along the same Z elevation.

Contours shall be created by a tin of the surveyed point data utilizing land development software. The tin shall be an accurate model of the existing site. One tin shall be developed for the entire site. Major (five foot) and minor (one foot) contour intervals shall be placed on separate CADD layers. All contours shall be dashed, with different line weights differentiating the minor and major contours. Spot elevations shall be provided as necessary to clearly delineate the topography, including all high and low points.

e. Horizontal control shall be based on the NAD83 system, unless otherwise indicated. Vertical control shall be based on the NAVD88 system, unless otherwise indicated. Coordinate and/or elevation information shall be provided for traverse points, benchmarks, grid ticks, and grid reference points. Each drawing sheet shall include a north arrow and a drawing scale.

f. All major features affecting the topography shall be shown, including buildings, roads, channels, swales, and wetlands. The type of construction (brick, wood, metal, etc.) and finish floor elevations shall be indicated for all buildings and structures.

g. The survey shall show all existing utilities (aerial, surface, and subsurface). The type, size, top and invert elevations, direction of flow, and utility owner shall be indicated.

h. Underground utilities shall be located by Miss Utility. The surveyor shall perform test pits as necessary to verify the location and depth of underground utilities. The surveyor shall repair utilities to their original condition if damaged by the test pit excavation. Test pits shall be coordinated with the installation or municipality prior to any excavation.

The survey shall show all paved areas, including equipment pads. The type of pavement and the location of curb and gutter shall be shown.

The survey shall show the location, type, and size of individual trees, or, if applicable, the existing tree lines.

The minimum text size for notes, narrative, and tables shall be 12 point. All other text shall be at least 10 point.

1.11 DESIGN SUBMITTALS (Reference documents UFC 01 300 09N and UFC 4–010-01)

1.11.1 Pre-Concept (10%-15%) Submittal.

In addition to active participation in the design conferences specified above, the DOR shall provide a pre-concept

(10-15%) submittal of design interview drawings as described below. These drawings shall be based on interviews

12 | P a g e conducted by the Contractor with the Corps of Engineers, customer(s), and user(s) as necessary to determine functional, spatial, and operational requirements. The purpose of this submittal is primarily to ensure that the

Contractor is working towards a facility and site layout that will be acceptable to the Government. The

Government will take fourteen (14) days to review the drawings. The Contractor shall incorporate the comments and resubmit the drawings. The Government will take another fourteen (14) days to review the revised drawings.

The Contractor shall obtain Government acceptance prior to proceeding to the next design phase. Design submittals, including any resubmissions, shall contain six (6) copies of the drawings, criteria, and interview documentation and any updates. Resubmissions shall include revised drawings and any related documentation resulting from the review of the submittal and any additional interviews necessary to finalize Corps of Engineers, customer, and user requirements. The design submittal shall contain as a minimum, the following:

1.11.1.1 Basis of Design.

Submit a preliminary version of the Basis of Design addressing items defined in the contract, this document, and the more detailed Discipline-Specific UFCs.

Include the Geotechnical Report, if available, as an appendix. It is encouraged to have this report at this submittal to obtain any review comments at the earliest possible date.

For Design-Build project submittals, update sustainable design validation/certification information required by

UFGS 01 33 10.05 20 (01331), Design Submittal Procedures, in the project RFP.

1.11.1.2 Drawings.

Provide drawings required by the contract, this document and discipline-specific UFCs. Include the following drawings defined by the Discipline-Specific UFCs and as applicable to the project:

1.11.1.2.1 Architectural:

a. Floor Plans – Provide all floor plans, new and demolition, indicating room names and basic dimensions.

b. Building Elevations – Provide all building elevations indicating all exterior materials.

c. Building Section – Indicate heights of critical building elements.

1.11.1.2.2 Civil:

a. Conceptual Site Plan - Indicate above and below grade utility lines, vehicular and pedestrian circulation paths, buildings, parking, paved areas, preliminary landscape architectural concept, and existing site features to remain.

b. ATFP Standoff Distances.

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1.11.1.2.3 Electrical:

Need not provide extensive details but must be complete enough to thoroughly express the Designer’s intentions and include the following:

a. Existing Site and Demolition Plan.

b. Site Plan.

c. Single Line Diagram.

d. Preliminary floor plans with dedicated space clearly identified for electrical and telecommunications rooms.

1.11.1.2.4 Fire Protection:

a. Code Compliance Summary Sheets.

b. Life Safety Floor Plan.

1.11.1.2.5 Geotechnical:

Boring log drawings are encouraged, but not required.

1.11.1.3 Calculations

Calculations must be complete and in sufficient detail to support the items outlined in the Basis of Design and indicated on the drawings. Provide calculations required by this document and the Discipline-Specific UFCs and as follows.

1.11.1.3.1 Electrical:

Preliminary Design Analysis including Preliminary load calculations for utility connections.

1.11.1.3.2 Civil:

Provide design calculations for erosion and sediment control, stormwater drainage system, stormwater management, pavement and utility systems. Calculations must be signed and sealed by a Professional Engineer.

1.11.1.4 Charrettes and Functional Analysis Concept Development (FACD) Studies.

Charrettes and FACDs may be used in DB to develop the Project Program in the RFP, or in DBB to develop the design of the project. Both use value-engineering techniques to develop concept designs. Provide charrette or

FACD when required by the contract.

1.11.1.4.1 Description:

FACD studies and design charrettes are cooperative efforts by the design team, user and client representatives, installation planning staff, 1391 project team members, other appropriate Regional staff, facility engineering

14 | P a g e command personnel, and other interested parties. A charrette may last one to three days, while a FACD may last one to two weeks. They include on-site development of a conceptual design in response to functional, aesthetic, environmental, base planning, site, budgetary, and other requirements. Submittals should include meeting minutes, conceptual design, and documentation of the decision and information that led up to that decision, including a partnering agreement signed by all the principle participants.

1.11.2 DESIGN DEVELOPMENT SUBMITTALS (35%-50%).

The Design Development Submittal is intended to convey the complete extent of the work in a preliminary manner. The drawings are typically about 35% to 50% complete at this stage. This submittal must include requirements of the previous submittal plus additional detail to bring them to the required completion percentage.

Include the following as a minimum:

1.11.2.1 Basis of Design.

Submit a complete Basis of Design addressing items defined in this document and the Discipline-Specific UFCs.

In addition, for Design-Build project submittals, update sustainable design validation/certification information required by UFGS 01 33 10.05 20, Design Submittal Procedures, in the project RFP. For Environmental work, indicate areas where work will occur, address containment requirements, and address occupants of the building, where applicable.

1.11.2.2 Drawings.

Provide drawings required by this document, the Design-Specific UFCs and the contract. Include the following drawings as defined in the Discipline-Specific UFCs and as applicable to the project:

1.11.2.2.1 Architectural:

a. Floor Plans – Provide all floor plans, new and demolition, indicating room names and dimensions.

b. Building Elevations – Provide all building elevations indicating all exterior materials.

c. Roof Plan – Provide a plan of all roof areas, indicating direction of slope and method of drainage.

d. Building Section – Indicate heights.

e. Typical Wall Sections – Provide sufficient wall section(s) to indicate all materials and different conditions.

f. Finish Schedule – Indicate all proposed finishes.

g. Furniture Plan.

1.11.2.2.2 Landscape Architecture:

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a. Planting Plan – show locations of all facilities (buildings, parking areas, roads, existing vegetation noted for preservation, etc.) and new plantings (trees, shrubs, ground cover, etc.).

b. Plant Schedule and Details – provide a schedule for plant material showing as a minimum: common name, botanical name, quantity of plants, root condition (balled and burlapped, containerized, boxed, etc.), and a keyed reference to a planting detail. Provide separate details for plant types (trees, shrubs, ground covers, etc.).

c. Miscellaneous Plans and Details – provide plan drawings and details for specialized construction including such items as plazas, courtyards, child play equipment, monuments, memorials, site furniture, fences, walls, signage, etc.

d. Irrigation Plan – show all water lines, sprinkler heads, valves, backflow preventers, water source connections, wells, automatic controllers, schedules, etc. when a site irrigation system is required.

e. Irrigation Details – when a site irrigation plan is required, provide details of sprinkler heads, backflow preventers, valves, accessories, etc.

1.11.2.2.3 Civil:

a. Legend and Notes.

b. Existing Conditions.

c. Utility Plan.

d. Layout Plan for Roads and Parking.

e. Datum securely tied between NGVD and local datums (Design-Bid- Build only).

f. Pavement sections, including joint layout plan and details.

1.11.2.2.4 Structural:

a. Foundation Plans - Include for all structures, showing dimensions, arrangements, elevations, locations referred to a column line grid system, type of foundation and foundation obstructions. Include the layout of all slabs, footings, piers, grade beams, piles, etc., showing all foundation features of the design.

b. Framing Plans – Include a framing plan for each structural level of the facility, showing dimensions, elevations, and column locations and numbering referenced to a column line grid system, and overall sizes of major members and components. Show the layout of beams, joists, stringers, etc.

c. Structural Details – Show typical details of construction, indicating the connection and relationship between major components of the structural system.

d. Structural Elevations – Show general sizes, location and arrangement of all significant features of the vertical framing system, including columns, walls, beams, etc.

1.11.2.2.5 Mechanical:

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a. Plumbing Floor Plan. Show plumbing fixtures, floor drains and equipment locations.

b. Site Plan. Show connection to base steam distribution, location of propane and oil tanks, and layout of ground coupled heat pump well fields, etc.

c. HVAC Floor Plan. Show equipment locations, one or two-line duct layout and preliminary piping runs.

d. Mechanical Room Plan. Show major equipment and maintenance access space. Provide section view(s) to clarify layout and supports.

1.11.2.2.6 Electrical:

a. Legend and Abbreviations.

b. Existing Site and Demolition Plan.

c. Site Plan.

d. Lighting Plan(s).

e. Power Plan(s).

f. Lightning Protection Plan.

g. Cathodic Protection Plan.

h. Special Systems Plans.

i. Single Line Diagram.

j. Additional Plans/Risers.

1.11.2.2.7 Fire Protection:

a. Code Compliance Summary Sheets (Updated from Concept Design

b. Submittal).

c. Life Safety plan (Updated from Concept Design Submittal).

d. Fire Suppression plans.

e. Fire Alarm and Mass Notification System Plans.

f. Detail Sheets.

1.11.2.2.8 Geotechnical:

Results of subsurface investigation – boring logs, test pit logs, etc.

1.11.2.3 Outline Specifications.

Provide outline specifications, in the form of a list of specification sections the DOR intends to use in the job.

For Design-Bid-Build, and when required by the RFP, use Unified Facilities Guide Specifications, as described in

Chapter 5. Provide a listing of the UFGS used in the job by Section Number, Title, and Section Date. Precedence

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1.11.2.4 Color Boards.

Provide separate interior and exterior color boards indicating all proposed material and color selections.

1.11.2.5 Calculations.

Provide the following calculations, as a minimum, and as defined in detail by the Discipline-Specific UFCs.

1.11.2.5.1 Structural and Geotechnical.

Provide Structural and Geotechnical calculations in sufficient detail to support the items outlined in the Basis of

Design and indicated on the drawings.

1.11.2.5.2 Civil

Provide calculations in sufficient detail to indicate compliance with LID criteria, Navy LID Policy and state or local stormwater regulations. Provide calculations for utility systems and pavements in sufficient detail to support items outlined in the Basis of Design and indicated in the drawings and specifications.

1.11.2.5.3 Pavements.

Provide Pavements calculations in sufficient detail to support the items outlined in the Basis of Design and indicated on the drawings.

1.11.2.6 Sustainable Design and Mechanical.

1.11.2.6.1 Energy Analysis.

Provide a bound copy of the computerized energy analysis that includes input and output data in their entirety.

1.11.2.6.2 Life Cycle Cost Analysis.

Submit the computerized LCC analysis utilizing the latest edition of the NIST Building Life-Cycle Cost Program.

1.11.2.6.3. Building Heating and Cooling Load.

Provide a bound copy of the computerized load calculations with input and output data in their entirety.

1.11.2.6.4 ASHRAE 90.1 Compliance Calculations.

Submit calculations and compliance forms indicated in the Basis of Design.

1.11.2.6.5 Electrical.

Updated Design Analysis to substantiate design level shown. Provide calculations including:

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a. Lighting: Interior and Exterior Foot-candles.

b. Load Analysis.

c. Service size.

d. Feeder size.

e. Larger special circuit sizes.

f. Lightning Risk Assessment.

1.11.2.6.6 Fire Protection.

Submit all calculations supporting all fire suppression and fire alarm/detection systems for the project.

Calculations for systems, features, or elements other than fire suppression or detection will be required as applicable. Fire suppression system calculations must be prepared using commercially available computer software.

1.11.2.7 Environmental Report.

For Design-Bid-Build projects, provide reports as required in UFC 3-800-10N.

1.11.3 PRE-FINAL (100%) DESIGN SUBMITTALS

The intent of the Pre-Final submittal is to provide a complete set of drawings and specifications. The following are the minimum requirements of a Pre-Final submittal:

1.11.3.1 Basis of Design.

Submit revised Basis of Design including updated information and incorporating responses to previous government review comments.

The Geotechnical Report, if modified during the previous review, shall be re-submitted as an appendix to the Basis of Design; otherwise, do not submit.

1.11.3.1.1 Design-Build.

In addition, for Design-Build, update information including sustainable design validation/certification information required in UFGS Section 01 33 10.05 20 (01331) of the project RFP.

1.11.3.2 Drawings.

Drawings must be 100% complete, minus final signatures, and modified to reflect the responses to previous review comments. The drawings must be complete to the extent that they may be released for bid or constructed as submitted. Provide complete set of construction drawings organized by discipline as described in this document and the discipline specific UFCs. For Design-Build projects, follow the requirements of the RFP when shop drawings are used as design drawings.

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In addition to requirements specified in the Discipline-Specific UFCs and RFP, provide the following:

1.11.3.2.1 Electrical.

Provide the following:

a. Legend and Abbreviations.

b. Existing Site and Demolition Plan.

c. Lighting Plans and Details.

d. Power Plans and Details.

e. Power - Single Line Diagram.

f. Telephone Riser Diagram.

g. Intercommunication Riser Diagram.

h. Fire Alarm Riser Diagram: Include only when separate Fire Protection

i. Drawings are not required to be included in the design.

j. Other Riser Diagrams for Television, Security, and similar systems.

k. Panel Schedules.

l. Switchboards and Motor Control Center Schedules.

m. Lighting Fixture Details.

1.11.3.2.2 Fire Protection.

Provide, as a minimum, all noted drawings in UFC 3-600-10N in addition to drawing requirements specified for

Design Development.

1.11.3.3 Specifications or RFP Development.

Provide edited, red-lined specification sections, showing deletions from and additions to the master guide specification sections. Red-line other parts of the RFP when required by the contract. When using SpecsIntact, deletions should be shown in bold print and lined out. Additions should be shown in bold print, italicized, and underlined. This special editing feature will have to be reset each time SpecsIntact program is updated. To do this, open a job; go into a section and select “Format.”

Design submittal or RFP Development should be complete at this stage and require only minor corrections if any.

Organize RFP and specifications in accordance with Chapters 3 and 5, respectively. Provide a submittal register with the specifications. Request NAVFAC Drawing Numbers from the Government at this stage.

When using SpecsIntact, run all verification reports when printing. Print project specification sections with the official date of release of the master guide specification to display the version of the specification used. This date appears immediately below the specification section title.

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1.11.3.3.1 Environmental Specifications.

Provide additional requirements for Environmental specifications as required by UFC 3-800-10N.

1.11.3.3.2 Design-Build Design Submittals.

For Design-Build projects, follow the requirements of the RFP when manufacturer’s catalog data is used in lieu of prescriptive specifications.

1.11.3.3.2.1 Fire Protection Specifications.

For Fire Protection systems only, provide manufacturer’s data sheets instead of prescriptive specifications, for the suppression systems, the detection and alarm systems, firestopping, and spray-applied fireproofing. In exception, and in addition, submit prescriptive specifications when included as part of the RFP.

1.11.3.4 Project Information Form (PIF).

For Design-Bid-Build projects and Design-Build RFP development, provide a PIF for the project. The PIF is available on the Construction Criteria Base (CCB) at the Whole Building Design Guide located at www.wbdg.org/ccb under the Specifications Library, and then, NAVFAC Specifications.

1.11.3.5 Color Boards.

Provide separate updated interior and exterior color boards indicating all proposed material and color selections.

1.11.3.6 Calculations.

Revise calculations as required to reflect resolution of all previous government review comments. Provide design analysis that is 100% complete. Provide calculations for each discipline in addition to the following detailed requirements.

1.11.3.6.1 Mechanical.

Submit calculations to support the plumbing and mechanical systems and the major equipment comprising those systems. Submittals shall include, but not be limited to cooling loads, heating loads, air balance, and outside air calculations. Update the energy analysis, provided at the Design Development phase, with the equipment efficiencies scheduled on the drawings.

1.11.3.6.2 Electrical.

Provide updated Calculations from previous submittal to substantiate design level shown, including the following, as applicable.

a. Short Circuit.

b. Voltage Drop.

http://www.wbdg.org/ccb

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c. Lighting.

d. Load Analysis.

e. Motor Starting/Flicker Analysis.

f. Sag, Tension, and Guying Analysis.

g. Manhole Design Calculations.

h. Cable Pulling Tension Calculations.

i. Cathodic Protection Calculations.

j. CATV Network Loss Calculations.

1.11.4 FINAL DESIGN SUBMITTALS

The Final Submittal provides a complete and final set of contract documents ready for bid solicitation by the

Government, or in the case of Design-Build, ready for construction by the Contractor. All previous government review comments must have been addressed. Unless specified otherwise by the Contract, provide final submittals in electronic format in accordance with Chapter 7.

The Contractor shall submit the Design Complete Submittal not later than 14 calendar days after the Government returns the annotated Final Design Review Submittal.

Provide the following, as a minimum, for the Final Submittal:

1.11.4.1 Basis of Design.

Submit final, revised and updated, Basis of Design as required herein and by the

Discipline-Specific UFCs.

1.11.4.1.1 Sustainable Design.

In addition, for Design-Build projects, update information including sustainable design validation and certification information required by UFGS Section 01 33 10.05 20 (01331) of the project RFP.

1.11.4.2 Drawings.

Provide complete construction drawings (detailed in the PreFinal Design Phase) organized by discipline in accordance with this UFC and Discipline-Specific UFCs. Ensure NAVFAC drawing numbers are entered into the appropriate location on the NAVFAC standard drawing border.

NAVFAC standard drawing border.

1.11.4.2.1 Shop Drawings.

For Design-Build projects, follow the requirements of the RFP when shop drawings are used as design drawings.

1.11.4.2.2 Quality Control Data

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Provide a quality control review. For Design-Build projects, this shall be a coordinated effort between the

Contractor and his Designer of Record. This review will evaluate both the technical accuracy and discipline coordination. The final submittal shall include a single set of 100% prints and specifications highlighted to indicate that the review was performed and corrections made. Provide a stamp on the cover page of the drawing set references to other sheets, major dimensions, and equipment locations shall be marked. Verify that all equipment is correctly identified the same way on all sheets and in the specifications. Ensure that all work as indicated on the drawings is fully and consistently specified.

1.11.4.3 Specifications or RFP.

Provide complete, final specifications or RFP with redlines executed. Organize and compile the package as detailed in Chapter 3 or Chapter 5.

1.11.4.3.1 Environmental Specifications.

Comply with additional requirements in UFC 3-800-10N, for Environmental specifications.

1.11.4.3.2 Design-Build Design Submittals.

For Design-Build projects, follow the requirements of the RFP when manufacturer’s catalog data is used in lieu of prescriptive specifications catalog data is used in lieu of prescriptive specifications.

1.11.4.3.2.1 Fire Protection Specifications.

For Fire Protection systems only, provide manufacturer’s data sheets instead of prescriptive specifications, for the suppression systems, the detection and alarm systems, firestopping, and spray-applied fireproofing. In exception, and in addition, submit prescriptive specifications for Fire Protection systems when provided in the RFP.

1.11.4.4 Project Information Form.

Provide a final, completed PIF for the project for Design-Build RFP Development and for

Design-Bid-Build submittal.

1.11.4.5 Color Documentation Binders.

Provide separate interior and exterior color documentation binders indicating all proposed material and color selections.

1.11.4.6 Calculations.

Revise design analysis and calculations as required to reflect resolution of all previous government review comments and as required by this document and the discipline-specific UFCs.

1.11.4.7 Statement of Special Inspections

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Where special inspection or testing is required per Chapter 17 of the International Building Code (IBC), the registered design professional in responsible charge shall prepare a statement of special inspections in accordance with the requirements as stated in the IBC.

1.11.4.8 Additional Overseas Submittals Requirements.

1.12 CONSTRUCTOR’S ROLE DURING DESIGN

The Contractor’s construction management key personnel shall be actively involved during the design process to effectively integrate the design and construction requirements of this contract. In addition to the typical required construction activities, the constructor’s involvement includes, but is not limited to, actions such as: integrating the design schedule into the Master Schedule to maximize the effectiveness of fast-tracking design and construction (within the limits allowed in the contract), ensuring constructability and economy of the design, integrating the shop drawing and installation drawing process into the design, executing the material and equipment acquisition programs to meet critical schedules, effectively interfacing the construction QC program with the design QC program, and maintaining and providing the design team with accurate, up-to-date redline and as-built documentation. The Contractor shall require and manage the active involvement of key trade subcontractors in the above activities, as appropriate, if subcontracts have been awarded.

1.13 VALUE ENGINEERING AFTER AWARD

In reference to Contact Clause 52.248-3, “VALUE ENGINEERING – CONSTRUCTION,” the Government may refuse to entertain a “Value Engineering Change Proposal” (VECP) for those performance oriented aspects of the delivery order documents which were addressed in the Contractor’s accepted proposal.

The Government may consider a VECP for those prescriptive aspects of the delivery order documents, not addressed in the Contractor’s accepted contract proposal or addressed but evaluated only for minimum conformance with the delivery order requirements.

For purposes of this clause, the term “performance oriented” refers to those aspects of the design criteria or other contract requirements which allow the Contractor certain latitude, choice of and flexibility to propose in its accepted contract offer a choice of design, technical approach, design solution, construction approach or other approach to fulfill the contract requirements. Such requirements generally tend to be expressed in terms of functions to be performed, performance required or essential physical characteristics, without dictating a specific process or specific design solution for achieving the desired result.

In contrast, for purposes of this clause, the term “prescriptive” refers to those aspects of the design criteria or other delivery order requirements, wherein the Government expressed the design solution or other requirements in terms of specific materials, approaches, systems and/or processes to be used. Prescriptive aspects typically allow the

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Contractor little or no freedom in the choice of design approach, materials, fabrication techniques, methods of installation or other approach to fulfill the contract requirements.

1.14 RESPONSE TO A REQUEST FOR A CHANGE

When the Government is trying to decide whether to make a change to the contract, it needs cost and schedule information from the Contractor to help make the decision.

When requested by the KO, Authorized Government Representative (ACO), COR or PM, the Contractor shall provide the Government a rough order of magnitude (ROM) change cost estimate, including design and construction. Before any design work is undertaken, the ACO and the Contractor shall agree on the level of required preliminary design needed to prepare a ROM cost estimate, shall negotiate a price to perform the design and to prepare the ROM estimate and shall agree on a schedule for delivery of the ROM estimate. No design or construction work on a change shall begin until the KO or ACO provides the Contractor a written notice to proceed, in accordance with the Changes clause of the contract.

The Contractor shall not revise the actual design drawings and specifications until Government agrees to the change and the contract is modified to reflect the change or until the Government directs the Contractor to proceed with the change.

1.15 REVISIONS TO THE ACCEPTED DESIGN

Once the Final Design submittal(s) have been accepted by the Government and released for construction, the

Contractor may not revise the design or delete any item from the project shown on the Final Design without prior

Government approval. The Contractor may not revise the design or delete any item from the project shown on the

Final Design without prior Government approval. The Contractor shall provide all items shown on the Final

Design Submittal, as accepted and released for construction. Contracting Officer review or acceptance of design submittal packages including the Final Design shall not be construed as a waiver from requirements where…