phase 3 repair of hq pacaf b1102 project no. …projects.cce-inc.com/clients/psi/bid docs/awarded -...

PHASE 3 REPAIR OF HQ PACAF B1102 PROJECT NO. KNMD 091041P3

JOINT BASE PEARL HARBOR-HICKAM, HAWAII

SECTION 01 33 10.05 20 -

SECTION 01 33 10.05 20

DESIGN SUBMITTAL PROCEDURES

01/12

PART 1 GENERAL

1.1 SUMMARY

This section includes requirements for Contractor-originated design documents

and design submittals.

1.2 REFERENCES

The publications listed below form a part of this specification to the extent

referenced. The publications are referred to within the text by the basic

designation only. The latest version of the publication at time of award shall

be used.

U. S. GREEN BUILDING COUNCIL

USGBC LEED-NC

USGBC LEED for New Construction Green

Building Rating System

USGBC LEED-NC

USGBC LEED for New Construction

Reference Guide

U.S. DEPARTMENT OF DEFENSE (DOD) UNIFIED FACILITIES CRITERIA (UFC)

UFC 1-200-01, GENERAL BUILDING REQUIREMENTS

UFC 1-200-01 including the referenced DoD Tri-Service Core UFC Documents and

the required building codes/standards comprise the general building

requirements for the project. These Core UFC documents apply to all facilities,

and unless noted below, are found on the Whole Building Design Guide UFC website.

UFC 1-200-01

General Building Requirements (UFC

1-200-01 is a hub document that

provides general building

requirements and references other

critical UFCs. A reference to UFC

1-200-01 in the RFP documents requires

compliance with the following

Tri-Service Core UFCs.)

UFC 3-100-10N

Architecture (UFC 3-100-10N is only

available on the NAVFAC Design-Build



SECTION 01 33 10.05 20 -

Website under the Design Guidence

link. This Draft UFC is applicable as

a Final document for Navy projects.)

UFC 3-120-10 Interior Design

UFC 3-200-10N

Civil Engineering (UFC 3-200-10N

takes the place of Tri-Service Core

UFC 3-210-01A, in the UFC 1-200-01,

for Navy projects. UFC 3-200-10N is

only available on the NAVFAC

Design-Build Website under the Design

Guidence link. This Draft UFC is

applicable as a Final document for

Navy projects.)

UFC 3-301-01

Structural Engineering

UFC 3-310-04

Seismic Design for Buildings

UFC 3-400-01 Energy Conservation

UFC 3-400-10N

Mechanical Engineering(UFC 3-400-10N

takes the place of UFC 3-410-01FA, in

UFC 1-200-01, for Navy projects. A

reference to UFC 1-200-01 or UFC

3-400-10N requires compliance with

UFCs 3-400-01, 3-400-02, and

3-420-01. UFC 3-400-10N is only

available on the NAVFAC Design-Build

Website under the Design Guidence

link. This Draft UFC is applicable as

a Final document for Navy projects.)

UFC 3-400-02

Engineering Weather Data

UFC 3-420-01

Plumbing Systems

UFC 3-501-01

Electrical Engineering (A reference

to UFC 1-200-01 or UFC 3-501-01

requires compliance with the UFCs

3-520-01, 3-530-01, 3-550-01,

3-560-01, 3-580-01, and

3-580-02.)/td>

UFC 3-520-01

Design: Interior Electrical Systems

UFC 3-530-01

Interior & Exterior Lighting Controls



SECTION 01 33 10.05 20 -

UFC 3-560-01

Electrical Safety, O&M

UFC 3-580-01

Interior Telcom

UFC 3-600-01

Fire Protection Engineering for

Facilities

UFC 4-010-01

DoD Minimum AT Standards (A reference

to UFC 1-200-01 or UFC 4-010-01

requires compliance with the UFCs

4-010-02 and 4-021-01.)

UFC 4-021-01

Design and OM&N: Mass Notification

Systems

OTHER APPLICABLE UFC DOCUMENTS

(Not referenced in UFC 1-200-01)

UFC 1-300-08

Criteria for Transfer and Acceptance

of DoD Real Property

UFC 1-300-09N

Design Procedures

UFC 3-600-10N

Fire Protection Engineering (UFC

3-600-10N is only available on the

NAVFAC Design-Build Website under the

Design Guidence link. This Draft UFC

is applicable as a Final document for

Navy projects.)

UFC 3-800-10N

Environmental Engineering for

Facility Construction (UFC 3-800-10N

is only available on the NAVFAC

Design-Build Website under the Design

Guidence link. This Draft UFC is

applicable as a Final document for

Navy projects.)

UFC 3-580-10

Design: Navy and Marine Corps Intranet

(NMCI) Standard Construction

Practices

1.3 GENERAL DESIGN REQUIREMENTS



SECTION 01 33 10.05 20 -

Contractor-originated design documents shall provide a project design that

complies with the Request For Proposal (RFP), UFC 1-300-09N, UFC 1-200-01, the

Core UFCs, and the architectural and engineering discipline UFC's design

guidance listed below.

a. UFC 1-200-01

b. UFC 3-100-10N

c. UFC 3-120-10

d. UFC 3-200-10N

e. UFC 3-201-02

f. UFC 3-220-01N

g. UFC 3-301-01

h. UFC 3-400-01

i. UFC 3-400-10N

j. UFC 3-501-01

k. UFC 3-600-01

l. UFC 3-600-10N

m. UFC 3-800-10N

n. UFC 4-030-01

1.4 SUBMITTALS

Submit design submittals, including shop drawings used as design drawings, to

the Government for approval. The use of a "G" following a submittal indicates

that a Government approval action is required. Submit the following in

accordance with this section and Section 01 33 00.05 20 CONSTRUCTION SUBMITTAL

PROCEDURES.

SD-01 Preconstruction Submittals

Consolidated RFP Documents; G

Submittal Register; G

Resource Loaded Network Analysis Schedule; G

SD-04 Samples



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Final framed rendering and copies; G

SD-05 Design Data

Design Drawings; G

Specifications; G

Design Analysis; G

Design Submittals; G

Sustainable Design; G

Project Rendering; G

Historic Preservation and Planning Commission Submission; G

SD-07 Certificates

LEED Green Building Rating System (GBRS)); G

SD-11 Closeout Submittals

Record Documents; G

NAVFAC Sustainable and Energy Data Record Card; G

DD Form 1354; G

1.5 DESIGN QUALITY CONTROL

1.5.1 Contractor Reviewing and Certifying Authority

The QC organization is responsible for reviewing and certifying that design

submittals are in compliance with the contract requirements.

1.5.2 Government Approving Authority

Design submittals will be submitted to the Contracting Officer for review by

Naval Facilities Engineering Command Hawaii, Capital Improvements Code OPHCI4,

Public Works Code OPHP6 and appropriate government organizations. Submittals

will be reviewed for conformance with NAVFAC criteria and other applicable

criteria, that it satisfies functional requirements of the customer and are

within authorized scope and funds. The DOR remains responsible, at all times

for any errors, deficiencies or inadequacies in the design, drawings,

specifications or other items or services furnished and shall be required to

make necessary corrections at no cost to the Government.

Authority and responsibility for formal approval of drawings and specifications

by or for the Commander, Naval Facilities Engineering Command Hawaii, is vested

in Facility Engineering Command Chief Engineer.



SECTION 01 33 10.05 20 -

1.5.3 Designer of Record Certifying Authority

The Designer of Record (DOR), as registered and defined in UFC 1-300-09N, is

the design certifying authority. The DOR accepts responsibility for design

of work in each respective design discipline, by stamping and approving final

construction drawings submitted to the Government approval authority.

1.5.4 Contractor Construction Actions

Upon submission of sealed and signed design documents certified by the DOR,

Design Quality Control (DQC) Manager and the Quality Control (QC) Managers,

the Contractor may proceed with material and equipment purchases, fabrication

and construction of any elements covered by that submittal, except as specified

in the following paragraph.

1.5.4.1 Exception to Contractor Construction Actions

The Government will approve the following submittals before the Contractor

shall be allowed to proceed with construction:

a. Concept Design Presented at PAK

b. 65% Design Development Submittal

c. 95% Pre-Final Submittal

d. 100% Final Design Submittal

e. Approved Network Analysis Schedule (NAS) developed in accordance with

Sections 01 32 16.05 20 DESIGN AND CONSTRUCTION PROGRESS DOCUMENTATION and

01 32 17.05 20 NETWORK ANALYSIS SCHEDULES (NAS) FOR DESIGN_BUILD,

incorporating restrictions, notifications, submittals, design and

construction elements etc. included in this RFP.

f. Any design submittal that includes or will be impacted by a variation to

the contract. Final Government approval of the variation is required before

construction can begin on the work included in that design submittal.

g. Fast Tracking is not allowed. Design shall be 100% complete and signed by

NAVFAC and NAS approved prior to the start of construction.

1.5.5 Contractor's Responsibilities

a. Designate a lead licensed architect or engineer to be in responsible

charge to coordinate the design effort of the entire project. This

lead architect or engineer shall coordinate all design segments of

the project to assure consistency of design between design

disciplines.

b. With the Designer or Record, verify site information provided in the

RFP. In addition, provide additional field investigations and

verification of existing site conditions as may be required to support

the development of design and construction of the project.



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c. Indicate on the transmittal form accompanying submittal which design

submittals are being submitted as shop drawings.

d. Advise Contracting Officer of variations, as required by paragraph

"Variations."

e. Provide an updated, cumulative submittal register with each design

package that identifies the design and construction submittals

required by that design package and previous submittals.

f. Ensure no work has begun until submittals for that work have been

returned as “approved” or “accepted” by the Government.

1.5.6 QC Organization Responsibilities

a. Both the CA and the QC Manager must certify design submittals for

compliance with the contract documents. The DOR stamp on drawings

indicates approval from the DOR.

b. QC organization shall certify submittals forwarded by the Designer

of Record (DOR) to the Contracting Officer with the following

certifying statement:

"I hereby certify that the (equipment) (material) (article) shown and

marked in this submittal is that proposed to be incorporated with

Contract Number (insert contract number here), is in compliance with

the contract documents, and is submitted for Government approval.

Certified by Design Quality Control (DQC) Manager

_____________________,

Date _______

Certified by QC Manager________________________________,

Date ______"

c. Sign certifying statement. The persons signing certifying

statements shall be the QC organization members designated in the

approved QC plan. The signatures shall be in original ink. Stamped

signatures are not acceptable.

d. Update submittal register as submittal actions occur and maintain the

submittal register at project site until final approval of all work

by Contracting Officer.

e. Retain a copy of approved submittals at project site.

1.5.7 Government Responsibilities

The Government will

a. Note date on which submittal was received from QC manager, on each

submittal.



SECTION 01 33 10.05 20 -

b. Perform a quality assurance (QA) review of submittals. Government

will notify Contractor when comments for that design package are

posted and ready for Contractor evaluation and resolution.

c. Upon submittal of final design package and resolution of comments by

the Contractor, the Government will sign final design package, when

approved, and return electronic copy of signed design documents to

the Contractor.

1.5.7.1 Actions Possible

Submittals will be returned with one of the following notations:

a. Submittals may be marked "approved."

b. Submittals marked "not reviewed" will indicate submittal has been

previously reviewed and approved, is not required, does not have

evidence of being reviewed and certified by Contractor, or is not

complete. Submittal will be returned with an explanation of the

reason it is not reviewed. Resubmit submittals returned for lack of

review by Contractor or for being incomplete, with appropriate action,

coordination, or change.

c. Submittals marked "revise and resubmit" or "disapproved" indicate

submittal is incomplete or does not comply with design concept or

requirements of the contract documents and shall be resubmitted with

appropriate changes. If work has been started on the unacceptable

portion of the design submittal, the Contractor shall propose

corrective action. No further work shall proceed until the issue is

resolved in a manner satisfactory to the Government.

1.6 DESIGN DOCUMENTS

Provide design documents that include design analysis, design drawings, and

design specifications, reports, and submittal register in accordance with UFC

1-300-09N, Submittal Procedures.

The Contractor shall consider making product, material, and system selections

during the project design and indicate these choices on the design documents.

Accomplish this by submitting design drawings and specifications that include

proprietary submittal information such as manufacturers name, product names,

model numbers, product data, manufactures information, provided optional

features, appropriate connections, fabrication, layout, and product specific

drawings. Adherence to RFP submittal requirements and provision of DOR approved

construction submittal information on the design submittals - eliminates the

need for follow-on traditional construction submittals after the final design

is approved.

The Contractor is required to submit proprietary information to describe the

construction submittal information in the design documents for all products,

materials, and systems submittals listed below:



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a. All building envelope components

b. Major mechanical and electrical equipment such as air handlers, variance

air volume terminal units, VAC controls, duct work, transformers, automatic

transfer switches, fire alarm panels, PDS alarming system, intrusion detection

system, access control system, lighting fixtures

d. Interior fixtures, finishes and equipment – if deviating from approved color

boards, finish schedules and previously approved FF&E from Phase 1 and 2.

Refer to 01 33 00.05 20, Construction Submittal Procedures for requirements

pertaining to Contractor proposed design changes or variations.

1.7 DESIGN DRAWINGS

Prepare, organize, and present design drawings in accordance with the

requirements of UFC 1-300-09N, Design Procedures.

Submit all CADD files for the final drawings on CD-ROM disks in AutoCAD 2010

format. Drawing files shall be full files, uncompressed and unzipped.

1.7.1 Design Drawings Used as Shop Drawings

Design drawings may be prepared more like shop drawings to minimize construction

submittals after final design is approved. If the Contractor chooses or is

required to include the construction submittal information on the design

documents, indicate proprietary information on the design drawings as necessary

to describe the products, materials, or systems that are to be used on the

project. Construction submittal information included directly in the design

drawings must be approved by the DOR. All design documents must be

professionally signed in accordance with UFC 1-300-09N, Design Procedures.

1.7.2 Drawing Format For Design Drawings Used as Shop Drawings

The Contractor-originated drawings will be used as the basis for the record

drawings. Shop drawings included as design documents shall comply with the

same drawing requirements such as drawing form, sheet size, layering,

lettering, and title block used in design drawings.

1.7.3 Identification of Design Drawings Used as Shop Drawings

The Contractor's transmittal letter and submittal register shall indicate which

design drawings are being submitted as shop drawings.

1.7.4 Naval Facilities (NAVFAC) Engineering Command Drawing Numbers

Number the final Contractor-originated design drawings consecutively with

NAVFAC drawing numbers. Determine the total number of sheets required for the

complete set of drawings before requesting the NAVFAC drawing numbers from the

Contracting Officer.

1.7.5 Seals and Signatures on Documents

All final Contractor-originated design drawings shall be signed, dated, and



SECTION 01 33 10.05 20 -

bear the seal of the registered architect or the registered engineer of the

respective discipline in accordance with UFC 1-300-09N. This seal shall be

the seal of the Designer of Record for that drawing, and who is professionally

registered for work in that discipline. A principal or authorized licensed

or certified employee shall electronically sign and date final drawings and

cover sheet, in accordance with UFC 1-300-09N. The design drawing coversheets

shall be sealed and signed by the lead licensed architect or engineer of the

project design team. Indicate the Contractor's company name and address on

the drawing coversheets of each design submittal. Application of the

electronic seal and signature accepts responsibility for the work shown

thereon.

1.7.6 Units of Measure

Utilize English Inch-Pound units of measure on the design documents

1.8 SPECIFICATIONS

Provide a Contractor-originated design specification that in conjunction with

the drawings, demonstrates compliance with requirements of the RFP. The

specified products, materials, systems, and equipment that are approved by the

DOR; submitted to the Government by the Contractor; and reviewed by the

Contracting Officer shall be used to construct the project. UFGS sections

contained in RFP Part 2 shall become a part of the Contractor-originated

Division 01 specification without modification. Specification Sections

contained in RFP Part 5 shall become a part of the Contractor-originated

specification without modification.

The specification coversheet shall be prepared, sealed, and signed by the lead

licensed architect or engineer of the project design team. Indicate the

Contractor's company name and address on the specification coversheet of each

design submittal.

1.8.1 Specifications Format

The Contractor shall prepare design specifications that include a UFGS

specification for each product, material, or system on the project. If the

Contractor chooses or is required above to combine design and construction

submittal information on the design documents, provide a UFGS specification

and also proprietary information such as catalog cuts and manufacturers data

that demonstrates compliance with the RFP. Organize the specifications using

Construction Specification Institute (CSI) MasterformatTM unless the

Contracting Officer requires a Uniformat organization. Provide project

specifications to include the following:

1. Specification cover sheet with professional seal and signature of the

lead licensed architect or engineer of the project design team.

Indicate the Contractor’s company name and address on the

specification cover sheet.

2. Table of contents for entire specification.

3. Individual UFGS specification sections for each product, material,

and system required by the RFP. Edit UFGS sections in accordance with



SECTION 01 33 10.05 20 -

RFP Part 4, PTS Section Z-10, Design Submittals.

4. If proprietary information is provided or required, include a

coversheets for the product, material, or system information that is

being proprietarily specified. This information is to follow the

related UFGS specification.

5. If proprietary information is provided or required, include

highlighted and annotated Catalog Cuts, Manufacturer's Product Data,

Tests, Certificates, Manufactures information and letters for each

product, material, or system that is being proprietary specified.

6. Coordinated Submittal Register for all products, materials and

systems in the submittal. Obtain and indicate DOR approvals for all

combined design and construction submittals.

1.8.2 Specifications Section Source Priority

Choose UFGS Sections that describe the products, materials, and systems that

are used on the project. Use current UFGS Sections that are available on the

Whole Building Design Guide website and give priority to the Unified Tri-Service

UFGS sections (no spec number suffix) and UFGS sections that are prepared by

NAVFAC (.00 20 suffix). Only use UFGS sections prepared by another DoD

Component (.00 10, and .00 30 suffix), if an applicable NAVFAC prepared

specification section does not exist. Do not use Army (.00 10 suffix) and NASA

(.00 40 suffix) electrical and mechanical specifications. If no applicable UFGS

technical specifications exists to meet your project requirements, consult with

NAVAFAC Component for guidance and create a new UFGS specification in accordance

with UFC 1-300-02, Unified Facilities Guide Specifications (UFGS) Format

Standard.

1.8.3 Fire Protection Specifications

Specifications pertaining to spray-applied fire proofing and fire stopping,

exterior fire alarm reporting systems, interior fire alarm/mass notification

and detection systems, and fire suppression systems, including wet pipe

sprinklers, extinguishers, fire pumps and standpipe systems shall be prepared,

reviewed and approved by licensed Fire Protection Engineer.

1.8.4 Identification of Manufacturer's Product Data Used as Specifications.

Provide complete and legible catalog cut sheets, product data, installation

instructions, operation and maintenance instructions, warranty, and

certifications for products and equipment for which final material and

equipment choices have been made. Indicate, by prominent notation, each

product that is being submitted including optional manufacturer's features,

and indicate where the product data shows compliance with the RFP.

1.8.5 Submittal Register

Submit a current submittal register with each design submittal. Provide a

cumulative register that identifies the design and construction submittals



SECTION 01 33 10.05 20 -

required by each design package along with previous submittals. The DOR shall

assist in developing the submittal register by determining which submittal

items are required to be approved by the DOR. To obtain Government approval

of the final design package, complete all fields in the submittal register.

1.8.6 Specification Software

Submit the final specification source files in either MS Word or SpecsIntact.

1.9 DESIGN ANALYSIS

Prepare, organize, and present design analysis in accordance with the

requirements of UFC 1-300-09N. The design analysis shall be a presentation

of facts, at each stage of Design/Development 65%, 95% and 100%, to demonstrate

the concept of the project is fully understood and the design is based on sound

engineering principles. Provide design analyses for each discipline i.e.

structural, fire protection, architectural, historical, mechanical/plumbing,

electrical/communications and include the following:

a. Basis of design that includes

(1) An introductory description of the project concepts that

addresses the salient points of the design;

(2) An orderly and comprehensive documentation of criteria and

rationale for system selection; and

(3) The identification of any necessary licenses and permits that

are anticipated to be required as a part of the design and/or

construction process.

b. Code and criteria search shall identify all applicable codes and

criteria and highlight specific requirements within these codes and

criteria for critical issues in the facility design.

c. Calculations as specified and as needed to support this design.

d. Section titled "Sustainable Design" that addresses sustainable

concepts and LEED Rating Analysis Report prepared by a LEED Accredited

Professional recognized by the U.S. Green Building Council.

e. Draft and Final NAVFAC Sustainable and Energy Data Record Card

(NSEDRC) that documents the energy usage and sustainable features of

the building. Refer to Record Documents paragraphs in this section

for requirements.

f. Section titled "Antiterrorism" that documents the antiterrorism

features

g. Fall Protection Analysis

h. Draft and Interim DD Form 1354 that document the real property assets

of the project. Refer to Record Documents paragraphs in this section

for requirements.



SECTION 01 33 10.05 20 -

i. Section titled “Historic Preservation/Restoration” prepared by a

registered Historic Architect that identifies the key historic

aspects of B1102 and describes how the design and subsequent

construction complies with the requirements detailed in the B1102 PA

and PDP including restoration of key defining features and areas such

as glazed yellow tile and the stair hand/guard rails, newels and

balustrades at the Lightwells, U-Shape and Central stairs and

preservation of those features outside and/or incidental to the Phase

3 scope of work areas. The section will also describe the results

of the required consultation with the historic parties listed in the

PA.

1.9.1 Basis of Design Format

The basis of design for each design discipline shall include a cover page

indicating the project title and locations, contract number, table of contents,

tabbed separations for quick reference, and bound in separate volumes for each

design discipline.

1.9.2 Design Calculations

Place the signature and seal of the designer responsible for the work on the

cover page of the calculations for the respective design discipline.

1.9.3 Sustainable Design

Integrate sustainable strategies and features into the design to minimize the

energy consumption of the facilities; conserve resources; minimize adverse

effects to the environment; and improve occupant productivity, health, and

comfort to reduce the total cost ownership of the project using a whole building,

life cycle approach. In accordance with the Engineering & Construction

Bulletin 2008-1 and other directives, the facility and all site features shall

be designed and constructed using USGBC-NC v3.0.

The sustainable design rating level for the project is to achieve LEED-NC Silver

under version 3.0. The USGBC LEED-NC credits and additional sustainable

requirements in Part Three, Chapter 2, 2.3.7 Sustainable Design, 2.3.8 LEED

Silver Rating, and 2.3.9 Energy Conservation are mandatory unless not

applicable due to project scope. The design and construction shall incorporate

sustainable design strategies and features to the fullest extent possible,

consistent with mission, budget and client requirements. Ensure sustainable

strategies and features in the design phase are incorporated in the construction

phase.

Information and resources on sustainable design principles and guidelines are

explained in the "Whole Building Design Guide" that can be found at www.wbdg.org

and in the Air Force Environmentally Responsible Facilities Guide, at

www.afcee.brooks.af.mil/green.

1.9.3.1 Sustainable Validation

http://www.wbdg.org/

http://www.afcee.brooks.af.mil/green



SECTION 01 33 10.05 20 -

The B1102 Repair Project has been registered with the USGBC. The entire facility

will be submitted at the completion of all phases of the multi-phase repair

project by the B1102 PMO. The Contractor shall complete LEED support

documentation to obtain the minimum certificate level and submit to the B1102

PMO through NAVFAC and the CO.

Provide a design that incorporates sustainable techniques and materials to the

greatest extent possible and to meet as many points applicable to the project

and monetarily feasible. Provide an analysis of the USGBC LEED-NC criteria

as it applies to the design of this project and include updated information

with each design submittal.

a. Provide the following information for the Basis of Design:

(1) A completed USGBC LEED-NC Project Checklist indicating all LEED

Prerequisites and Credits that are applicable to the project and the

total anticipated score.

(2) Description of how each applicable LEED Prerequisite and Credit

and other sustainable features and strategies will be achieved.

(3) List of Architects or Engineers from Contractor's Design Team

and who on the team is responsible for implementing each LEED

Prerequisite and Credit into the facility design.

(4) Identify the Design Team's USGBC LEED Accredited Professionals.

b. For the submission specified, provide the following:

(1) At the 65%, 95% and 100% Design submittal, provide a USGBC LEED-NC

Project Checklist and preliminary LEED documentation, in the form of

a three-ring binder, of all LEED Prerequisites and Credits to be

obtained as required by the USGBC LEED-NC Rating System.

(2) At final design submittal, update the USGBC LEED-NC Project

Checklist and the LEED documentation binder with any changes and

include an electronic copy of the LEED documentation. The project

LEED Accredited Professional shall sign a statement validating that

the LEED prerequisites and credits achieved by the project provide

an accurate estimate of the rating the USGBC would assign to the

project.

(3) Within thirty (30) days of Beneficial Occupancy Date of the final

wing/floor in the work/move sequence, provide any remaining and/or

updated LEED certification documentation to the B1102 PMO through

NAVFAC and the CO.

1.9.3.2 EPA Designated Products

Use products that meet or exceed the minimum requirements of this RFP and the

EPA guideline standards for recovered content to the maximum practicable extent

in the performance of the contract. See www.epa.gov/cpg/products.htm for a

http://www.epa.gov/cpg/products.htm



SECTION 01 33 10.05 20 -

list of EPA designated products and a list of manufacturers and suppliers of

EPA designated products.

1.9.4 Historic Preservation and Planning Commission Submission

A Historic Programmatic Agreement (PA) has been signed with the historic parties

for the repair of B1102. The requirements outlined in the PA shall govern design,

construction and consultation requirements. In addition, Part 3 outlines

specific historic restoration/preservation requirements for Phase 3.

The PA sets forth stipulations that must be followed as part of the contract.

For example, the stipulations provide specific requirements addressing

qualifications and oversight by a registered Historic Architect; consultation

process for design and mitigative measures; design considerations - to include

protection and preservation of damage inflicted on the building during the

attack on Pearl Harbor December 7th, 1941, preservation of original materials,

identification of key defining features, compliance with the B1102 Preservation

Design Plan (PDP), current approved design decisions etc; specific mitigative

measures; post review discoveries; etc. Refer to the PA for a detailed list

and description of all stipulations.

In addition to the preservation and restoration requirements that are outlined

in the PA and Part 3 of this RFP that the Contractor must follow, the PA for

B1102 also includes several specific mitigation measures that are required as

part of the agreement with the historic parties. Several of these mitigation

measures will be accomplished by others. The specific mitigation measures

required as part of this contract are:

a. #1B - For each project phase the design-build contractor selected shall

conduct a consultation meeting for all signatory parties and concurring

parties who sign this document, plus any others invited by the 15 AW who

have special expertise in historic preservation matters to participate

in identifying design and construction criteria prior to the development

of 65% drawings.

b. #1C - 15 AW shall provide evidence that all workers involved in the

undertaking have been briefed by a qualified historian, architectural

historian or historic architect on the historic character of Building

1102 and its surrounding environment, including the landscape, on how

to protect and preserve the historic elements of Building 1102 and its

setting, including the landscape, prior to initiating work.

c. #8- 15 AW shall train all new AF personnel involved in the rehabilitation

or on-going maintenance of Building 1102 on the historic character of

Building 1102 on how to protect and preserve the historic elements of

Building 1102 and its setting, including its landscape. 15 AW shall

provide Signatories and Signing Consulting Parties with evidence of its

fulfillment of this stipulation in its annual summary letter provided

in accordance with Section VIII of this PA.

Other mitigation measures that may apply if the exterior of the facility is

disturbed or altered or if the landscape is altered or disturbed include:

a. #4 - For all projects affecting the exterior or landscape of Building

1102, such as the entry drive to service the new HQ 13 AF entry, and no

later than the start of construction for Phase II, an appropriate tree



SECTION 01 33 10.05 20 -

protection plan to preserve mature trees, such as the banyan, shall be

prepared by a qualified arborist and be included with the construction

documents. The arborist shall check the tree protection once it has been

installed and before any construction begins. The arborist shall be

on-call to respond to incidents that may adversely affect protected

trees. In addition, before construction commences, a replanting plan

shall be prepared to provide for the replacement of any palms/trees that

may be removed in the entry area project.

b. #7 - For areas where re-landscaping opportunities exist (e.g., areas

where paving is being removed), landscaping designs shall refer to the

Cultural Landscape Report prepared in fulfillment of IV.3 for guidance

regarding appropriate plantings.

The DOR and Historic Architect shall develop the design and execute construction

based on Parts 2, 3 and 6 including the PA and PDP.

The Historic Architect shall prepare the presentation materials required to

obtain approval from the Historic Preservation and Planning Commissions having

jurisdiction over the site location. The submission of the materials to the

agencies will be accomplished by the Government. Consult with the NAVFAC Region

Historic Preservation Officer and prepare a submittal in accordance with the

PA and 36 CFR 800.11, DOCUMENT STANDARDS. Refer to UFC 1-300-09N for specific

submittal requirements. The Contractor is responsible for preparing the

submittal package, presenting the project in public meeting, if called upon

by the Government; and to modify the submittal and contract documents to

incorporate the comments of the agencies having jurisdiction to obtain project

approval.

In addition to the Historic Parties consultation and review period of 30 days,

the Contractor’s design schedule shall include 15 days for distribution of

material to the Historic Parties for a total of 45 days.

1.9.5 Fall Protection Analysis

Eliminate fall hazards in the facility or if not feasible provide control

measures to protect personnel conducting maintenance work after completion of

the project. Identify fall hazards in the Basis of Design with the 65% Design

Development and 95% Pre-final submittals. The analysis shall describe how fall

hazards are considered, eliminated, prevented or controlled to prevent

maintenance personnel from exposure to fall hazards while performing work at

heights. Refer to RFP Part 2, UFGS Section 01 35 26.05 20, GOVERNMENTSAFETY

REQUIREMENTS FOR DESIGN-BUILD for fall hazard protection requirements.

1.9.6 Ergonomic Design Analysis

Facilities, processes, and job tasks shall be designed to reduce or eliminate

work-related musculoskeletal (WMSD) injuries and risk factors in the workplace.

Identify ergonomic design considerations in the basis of design with the Design

Development and Prefinal submittals. The Basis of Design shall include a

comprehensive ergonomic risk analysis of WMSD factors. Refer to RFP Part 2,

UFGS Section 01 35 26.05 20, GOVERNMENT SAFETY REQUIREMENTS FOR DESIGN-BUILD

for ergonomic protection requirements.

1.10 RECORD DOCUMENTS



SECTION 01 33 10.05 20 -

1.10.1 Record Drawings

The as-built modifications shall be accomplished by electronic drafting methods

on the Contractor-originated .DWG design drawings to create a complete set of

record drawings. In addition to the requirements of FAC 5252.236-9310, RECORD

DRAWINGS, survey the horizontal and vertical location of all provided

underground utilities to within 0.1 feet relative to the station datum. All

pipe utilities shall be surveyed at each fitting and every 100 LF of run length.

Electrical and communication ductbank, direct buried conduit, and direct buried

conductor shall be surveyed every 100 LF and at each change of direction.

Record locations and elevations on the Record Drawings.

a. For each record drawing, provide CADD drawing identical to signed

Contractor-originated.PDF drawings, that incorporates modifications

to the as-built conditions. In addition, copy initials and dates from

the Contracting Officer approved .PDF documents to the title block

of the record CADD.DWG drawings. The RFP reference or definitive

drawings are not required for inclusion in the record set of drawings.

b. After all as-built conditions are recorded on the CADD.DWG files,

produce a PDF file of each individual record drawing in conformance

with UFC 1-300-09N. Electronic signatures are not required on record

drawings.

c. Provide a searchable electronic copy of the photo documentation used in the

QC Daily Reports. Refer to UFGS 01 45 00.05 20, Design and Construction Quality

Control

1.10.2 Source Documents

Provide the specifications, design analysis, reports, surveys, calculations,

and any other contracted documents on the CD-ROM disk with the record drawings.

1.10.3 NAVFAC Sustainable and Energy Data Record Card

Submit the NAVFAC Sustainable and Energy Data Record Card (NSEDRC) to document

the energy usage and sustainable features of the facility. Follow the

instructions provided and fill in the blank editable Adobe .PDF form available

on the Whole Building Design Guide at the following web address:

http://www.wbdg.org/references/pa_dod_sust_contract.php . Prepare the

following submissions;

a. Draft submission. As a part of the Final Design submission the DOR

shall complete the NSEDRC and include it as part of the Design Analysis

and submit to the Contracting Officer for approval.

b. Final Submission. The Contractor and Designer of Record shall complete

the electronic file documenting the NSEDRC with final data and provide

the Final Submission 60 days prior to the Beneficial Occupancy Date

(BOD) of the facility. The Final submission shall update the Draft

submission information and submit to the Contracting Officer for

approval.

http://www.wbdg.org/references/pa_dod_sust_contract.php



SECTION 01 33 10.05 20 -

1.10.4 DD Form 1354

Prepare a Draft and Interim DD Form 1354, TRANSFER AND ACCEPTANCE OF MILITARY

REAL PROPERTY, in accordance with UFC 1-300-08, available at

http://www.wbdg.org/ccb/DOD/UFC/ufc_1_300_08.pdf . All assets must be broken

out by construction categories that are found in the DD Form 1391 and the

"Category Codes for Military Real Property" from NAVFAC P-72. Use Navy

specific Facility Catcodes from the NAVFAC P-72, which are available from the

Contracting Officer. Coordinate the identification of appropriate asset

construction categories with the Contracting Officer and the Real Property

Accounting Officer.

a. Draft DD Form 1354. DOR shall determine applicable real property assets

broken out by construction categories and submit a "Draft DD Form 1354" for

Government approval as a part of the Design Analysis included with the 95%

Prefinal Design submittal. "Draft DD Form 1354" must include all quantities

and units of measure, but does not require cost breakdown. Download the current

blank editable DD Form 1354 in ADOBE (PDF) from the following web site:

http://www.dtic.mil/whs/directives/infomgt/forms/eforms/dd1354.pdf

b. Interim DD Form 1354. Contractor shall coordinate with the DOR and update

the Draft DD Form 1354 submission to include any additional assets,

improvements, or alterations that occurred during construction. Use the Draft

DD Form 1354 and the UFGS Section 01 20 00.05 20, Price and Payment Procedures

to identify costs. Submit Interim DD Form 1354 to the Government for approval

60 days prior to the Beneficial Occupancy Date (BOD) for each wing/floor area

independently to facilitate the work/move sequence. If modifications to the

Interim DD Form 1354 are required by the Government, the corrected version must

be submitted prior to the BOD.

Submit the completed Checklist for Form DD1354 of Government-Furnished and

Contractor-Furnished/Contractor Installed items. Attach this list to the

Interim DD Form 1354. Instructions for completing the form and a blank checklist

may be obtained at the following web site:

http://www.wbdg.org/ccb/DOD/UFC/ufc_1_300_08.pdf

Coordinate with Section 01 20 00.05 20, Price and Payment Procedures for

construction categories and associated category codes. The Contractor's

Schedule of Prices shall allocate the total cost of construction to the

appropriate category codes.

When documenting demolition work, the DD Form 1354 shall list the quantitative

data associated with this work as a negative value to show the cost should be

deleted from the Navy asset data store. Coordinate with the Installation Real

Property POC to assist in determining the negative value for demolition work.

PART 2 PRODUCTS

2.1 CONSOLIDATED RFP DOCUMENTS

Within four weeks after contract award, provide three electronic and hard copies

of consolidated RFP documents incorporating the Contractor's Proposal and all


http://www.dtic.mil/whs/directives/infomgt/forms/eforms/dd1354.pdf




SECTION 01 33 10.05 20 -

RFP amendments and revisions that are contained in the contract award.

Identify the changes to the RFP with the "Red-lining" or "Track Changes" feature

of SpecsIntact or MS Word to highlight the pre-award modifications to the

contract. Identify the amendment source at each addition and deletion by

annotation, such as footnote or reference in parenthesis.

2.2 DESIGN SUBMITTALS

Complete the Contractor-originated design submittals as defined by this

contract, and coordinate with the approved design network analysis schedule.

2.2.1 Design Submittal Packages

The Government prefers to review for Quality Assurance (QA) as few submittal

packages as possible. Site and Building Design Submittal Packages are

required, however Critical Path Design Submittals are acceptable if they are

substantiated as having an impact to the critical path in the Government

approved Network Analysis Schedule. A Critical Path submittal shall include

all design analyses, drawings, specifications and product data required to

fully describe the project element for Government review.

Examples of project elements that may be submitted as Critical Path Design

Submittal Packages are: Master Plan Design, Demolition Design, Foundation

Design, Structural Design, Building Enclosure Design, Remaining Work Design,

Furniture/Equipment Design, long lead items, or any other construction activity

or project element that can be organized into a submittal package that can be

reviewed and approved by the Government without being contingent upon

subsequent design submittals.

2.2.1.1 Site Design

The Site Design typically includes the following components:

a. Master Site Plan

b. Demolition

c. Site work including Environmental

d. Geotechnical

2.2.1.2 Building Design

The Building Design typically includes the following components:

a. Foundation

b. Structural

c. Architectural interior partitions, rated egress, doors,

wall/ceiling/floor finishes

d. Mechanical - Ventilation, Air Conditioning and plumbing



SECTION 01 33 10.05 20 -

e. Electrical - commercial and emergency power and lighting

f. Security and Access Control

g. Communications pathways

h. Fire alarm/mass notification, detection, suppression

2.2.2 Required Design Submittals

Provide the following Design Submittal packages. Provide comprehensive,

multi-discipline design packages that include design documentation for project

elements, fully developed to the design stage indicated, and in accordance with

UFC 1-300-09N, except where specified otherwise.

a. Concept Design presented at PAK

b. 65% Design Development - Government Progress QA. 30 calendar day

Government review time.

c. 95% Prefinal Design - Government Progress QA. 30 calendar day


d. 100% Final Design - Government QA. 30 calendar day Government review

time for submittals requiring Government approval prior to construction.

e. Signature Submittal Set – Submit after completion of the 30 day

Government review of the 100%. Obtain signatures and use the signed set

to produce final 100% Design Submittal.

2.2.3 Contents of 65% Design Submittal

The 65% design development drawings shall further develop the Phase 3

Programmatic Sketches incorporating B1102H as-built information, as well as,

the work to be completed under Phase 1 and 2 for each discipline as shown in

the Phase 1 and 2 design drawings, as well as, the Phase 1 and 2 redlines/as-built

drawings if available during the completion of the 65% design.

The 65% design submittals shall contain as a minimum, the following:

2.2.3.1 Water Supply and Sanitary Sewage.

a. Design narrative and design calculations for the water supply and

wastewater systems relating to this project. Include an analysis of the

existing water distribution system capability to supply sufficient

quantity at adequate pressures for fire protection. If the existing water

distribution system is inadequate, provide the design solution to augment

the water supply to meet the fire protection requirements. Design for

wastewater systems shall show sewage flows, pipe sizes, routing,

elevations, pump type and capacities, wet well sizing, etc. The

Contractor shall present an analysis presenting proposed corrections of



SECTION 01 33 10.05 20 -

deficiencies or confirming the adequacy of the existing water supply

system to support the proposed building repair.

b. Drawings developed to the point of showing in plan the anticipated

systems and layout. Rough details of pumping systems or other features

requiring detail drawings.

c. Anticipate permit requirements for water and wastewater features.

2.2.3.2 Architectural

a. Design narrative shall provide a summary of functional space

relationships, as well as circulation. There shall also be a general

statement for the rationale behind the major design decisions.

b. Plans shall indicate dimensions, columns lines, and detail references.

Toilets and other specialized areas shall be drawn to 1/4-inch scale and

shall show any needed interior features.

c. Finish schedule shall indicate material, finishes, colors and any

special interior design features such as soffits, fascias, and lighting

troughs, etc.

d. All required equipment shall be shown on the drawings with an equipment

list.

e. List any special graphics requirements that will be provided.

f. Schedules shall be provided for both doors and windows. These schedules

shall indicate sizes, types, and details for all items shown on floor

plans.

g. Hardware sets using Builders Hardware Manufacturers Association Inc.

(BHMA) designations.

h. List all references used in the design including but not limited to

Government design documents and industry standards.

i. Specifications: The architectural work for the project shall be

constructed in accordance with Unified Facilities Guide Specifications

(UFGS) 2004. Edited UFGS specification sections shall clearly indicate

design intent including products and execution to be provided.

2.2.3.3 Structural Design

a. When floor loads change significantly such as the construction of a

SCIF or installation of very heavy safes or lecktrievers, structural

design will be needed to ensure floor load capacities are not exceeded.

State the live loads to be used for design. Include roof and floor loads;

wind loads, lateral earth pressure loads, seismic loads, etc., as

applicable.

b. Describe the method of providing lateral stability for the structural

system to meet seismic and wind load requirements. Include sufficient



SECTION 01 33 10.05 20 -

calculations to verify the adequacy of the method.

c. Furnish calculations for all principal floors reinforcements.

d. This submittal shall include drawings showing floor framing plans as

applicable. Principal members will be shown on the plans. A foundation

plan shall also be furnished showing main footings and grade beams where

applicable. Typical sections shall be furnished for, floor, and

foundation conditions. Structural drawings for proposals and submittals

shall be separate from architectural drawings.

e. Any computer analysis used shall be widely accepted, commercially

available program; or complete documentation of the input and output of

the program shall be provided.

f. Antiterrorism/Force Protection (AT/FP). The design analysis provided

in the proposal submission shall be further developed. Designs shall be

stamped by a structural engineer licensed in Hawaii.

2.2.3.4 Specific Mechanical and Plumbing Requirements:

a. List all references used in the design including Government design

documents and industry standards.

b. Provide justification and brief description of the types of equipment,

fixtures and piping materials proposed for use. Descriptions shall

include narrative and catalog cuts.

c. Prepare detail calculations for systems such as sizing of air

conditioning systems, heat recovery system, gas hot water heater and

piping, and storage tanks.

(1) Include computations for sizing equipment, 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 simulation (e.g.,

HAP System Design Loads V4.40, Trace, TRNSYS, DOE 2.1 Blast, etc.)

is required. These calculations can be used to size the mechanical

systems. Based on the results of calculations, provide a complete list

of the materials and equipment proposed for heating and plumbing, with

the manufacturer's published cataloged product installation

specifications and roughing-in data. The heating and cooling

equipment data shall include the manufacturer's wiring diagrams,

installation specifications, ARI certification, and the standard

warranty for the equipment.

d. Include drawings of all areas including air conditioning, hot water,

cold water, waste and vent piping. Drawings shall include plans,

sections, piping isometric diagrams, control diagrams, DDC points list,

and sequence of operation, schedules and details. Minimum of 1:1 scale

shall be used on all plan drawings, and building sections. Detailed

drawings shall be minimum 1:1 scale. Detailed drawings shall be provided

for all mechanical spaces including, but not limited to, toilet areas,



SECTION 01 33 10.05 20 -

mechanical rooms, electrical rooms, janitor’s closets, office areas,

conference rooms etc. Minimum drawing requirements are as follows:

(1) Room designations.

(2) Mechanical legend and applicable notes.

(3) Location of all ductwork and piping

(4) Location and capacity of all terminal units (i.e., registers,

diffusers, grilles, variable air volume boxes).

(5) Size of all ductwork 10 in. or larger in any dimension and piping

1-1/4 in. or larger

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

tower, etc).

(7) Location of all air handling equipment.

(8) Return air paths (i.e., return air duct, undercut doors, transfer

grilles).

(9) Fixture schedule and designations

(10) Location of utility entrances.

(11) Waste and water pipe location and size.

(12) Details of any building penetrations, new or existing (i.e.

louvers, penthouses, powered roof ventilators, vents, etc.)

e. Equipment Schedule: Complete equipment Schedules shall be provided.

Schedule shall include at minimum:

(1) Capacity

(2) Electrical characteristics

(3) Efficiency (if applicable)

(4) Manufacturer's name

(5) Optional features to be provided

(6) Physical size

(7) Weight

f. Specifications: The mechanical and plumbing work for the project shall

be constructed in accordance with Unified Facilities Guide

Specifications (UFGS) Latest Edition Edited UFGS specification sections

shall clearly indicate design intent including products and execution

to be provided.



SECTION 01 33 10.05 20 -

2.2.3.5 Fire Protection

a. Design documents: All Fire Protection Design documents shall be in

accordance with applicable fire codes and regulations are required to

be submitted for approval prior to start of construction. Fire protection

symbols in NFPA 170 shall be used.

b. Fire Protection Analysis is required to be submitted in accordance

with UFC 1-200-01 and UFC 3-600-1. Specifically the requirements of UFC

3-600-1 (2006), 1-4, Design Analysis and 1-4.1, 100% Design Submission,

"The project FPE must review the 100% design submission of plans and

specifications and certify in writing that the design is in compliance

with this UFC and all applicable criteria. This certification letter must

be submitted with the 100% submission." Include proposal submittal and

the following:

(1) Hydraulic analysis and node sketch for all sprinkler systems to

be installed in all buildings in accordance with FSC and UFC.

(2) Calculations confirming the adequacy of the existing water supply

shall be provided. Hydrant flow test is required and flow data shall

be submitted.

(3) All IBC allowable area, allowable height, construction type to

be used and location on property requirements shall be submitted.

(4) Fire alarm system shall be a new network/addressable system w/a

"Slave" FCP for each wing floor as indicated, tying into a "Master"

FCP at Lightwell 2 first floor at the confluence of C and D wings as

indicated.

(5) Discussion of all the life safety requirements of LSC shall be

included.

(6) Provide Mass Notification IAW UFC 04-21-01, Design and O&M: Mass

Notification System.

c. Fire Protection Drawings:

(1) General: Minimum of 1:1 scale shall be used on all plan drawings,

and building sections. Drawings shall show fire alarm systems,

sprinkler system and life safety requirements (fire barriers, exits,

etc.). Detail drawings shall be minimum 1:1 scale. Minimum drawing

requirements are as follows:

(2) Automatic Fire Sprinkler system: Sprinkler protection areas,

sprinkler riser with shutoff valve and tamper switch, alarm check

valve, flow/pressure switch, fire department connection locations,

and sprinkler design parameters (occupancy hazard for each room,

minimum sprinkler density to be used for each occupancy hazard,

minimum design area, most hydraulically remote area, sprinklered

areas).

(3) Fire alarm system: Plans showing location of all initiation



SECTION 01 33 10.05 20 -

devices (manual pull stations, duct smoke detectors, sprinkler flow

switches, smoke detectors, magnetic door holders), visible/audible

notification appliances, supervisory devices (tamper switches, low

pressure switches), fire alarm panel, fire alarm exterior enunciator,

and fire alarm diagram.

(4) Life Safety: All fire rated walls shall be shown where they begin

and where they end. Fire rated doors, fire rated door frames, fire

rated windows and window frames, door hardware, fire dampers, and

smoke dampers are to be shown with the appropriate fire rating in

hours.

(5) IBC requirements: Site plan showing the location of the project

buildings in relation to other existing buildings, roads, parking

lots, fuel tanks, water tanks, electric poles, exterior power lines.

(6) Means of egress lighting and LED type exit signs meeting LSC shall

be shown on the plans.

d. Specifications

(1) General requirements: The fire protection work for the project

shall be constructed in accordance with Unified Facilities Guide

Specifications (UFGS) 2004 sections 21 13 13.00 10 Wet Pipe Sprinkler

System, and 28 31 series for Fire Protection, Fire Detection and Alarm

System Addressable, and Fire stopping. Edited UFGS specification

sections shall be used and revised in accordance with the following:

(2) Sprinkler systems: No plastic and copper piping or fittings, and

"T drill method" are allowed. Sprinkler system design area, density

and hydrant demand shown in UFC 3-600-1 shall be followed. Sway bracing

and branch restraints are required. Government Shop drawing submittal

approval and preparer approval is required.

(3) Fire alarm systems: Class A looped fire alarm system is required.

"T taps" are prohibited. Fire Protection Engineer qualification

approval, Fire Protection Engineer shop drawing approval and fire

alarm shop drawing submittal approval by the Government are required.

Modify the operations paragraph to meet the Attachment Fire Alarm

Control Matrix control sequence.

(4) Fire stopping, fire dampers, fire rated doors/door frames, smoke

dampers, and exit signs, must be submitted for Government approval.

2.2.3.6 Interior Electrical System

a. The power riser or one-line diagram shall be essentially complete

except for finalization of conduit and wire sizes.

b. All existing and new panel boards, switchboards, switchgear, motor

control centers, and all other utilization equipment shall be located

on the floor plans. Schedules for applicable equipment shall be provided.

The schedules shall include all pertinent information to fully describe

the equipment. Elevations for free standing equipment shall be provided



SECTION 01 33 10.05 20 -

but need not be entirely finalized.

c. Details of the layouts for electrical closets and rooms shall be shown.

d. Receptacles and light fixture layouts (wiring not required at this

stage) shall be shown for all rooms.

e. Areas where nonlinear loads will be encountered shall be identified.

Per the requirements of paragraphs 4c and 4g of ETL 1110-3-403, the use

of 75 degree C. (minimum) conductors is required. Branch circuits serving

eight-wire systems furniture or groups of nonlinear loads shall be 3#12,

1#10 N., 1#12 GND and 1#12 Isolated GND. Feeders serving panel boards

with nonlinear loads shall have the neutral conductor ampacity based on

at least 1.73 times the ampacity of the phase conductors. The neutral

bus in the panel boards shall have the same criteria. The simplest way

to accomplish the upsizing of the neutral conductor is to provide double

ampacity neutrals or parallel conductors in sizes permitted by the

National Electrical Code.

f. A completed fixture schedule shall be included on the drawings.

g. All removals shall be shown on demolition plans.

h. Describe energy conservation measures and/or techniques that are being

incorporated into the design.

2.2.3.7 Emergency Electrical Distribution System

a. In a narrative, clearly describe the electrical distribution system

and state the changes to be made to the existing system to accommodate

this project. State any deficiencies to be corrected and provide a

description of all new work being performed.

b. State the electrical characteristics of the power supply from the

service point to the main service equipment.

c. Indicate the type, number, voltage rating and connections.

d. Follow the same procedures as noted above in 2.2.3.6 Interior Electric

Systems for all areas as they are designated to receive emergency power.

2.2.3.8 Electronic Systems

a. Public Address System

b. Telecommunications System

c. Cable Television System

d. Intrusion Detection

e. Personal Alert (Mass Notification) System

Provide a descriptive narrative of all electronic systems that are

required for this project. The design analysis shall include all

calculations required to support design decisions and estimates at this

stage of design. The analysis shall include specific criteria furnished,

conference minutes and cost analyses of all systems considered.



SECTION 01 33 10.05 20 -

(1) Show location of telecommunications outlets on the plans. Include

legend and symbol definition to indicate height above finished floor.

Show a Telecommunication Conduit System Riser Diagram.

(2) Verification of the validity of any existing drawings and/or any

other data furnished by the Government shall be the responsibility

of the engineering services firm.

(3) Provide a statement describing the extent of any exterior work

such as telecommunication lines, cable television (TV) distribution

cables, outside of 5 feet from the building line.

(4) Exterior work to be shown on electrical plan. Existing and new

telecommunications and cable television service lines, shall be

properly identified. Show removals and relocations, as necessary.

(5) Show the location of all electronic system panels, devices,

outlets, etc., on the floor plans. Show the proposed riser diagrams

for all systems. Provide a complete symbol legend for all devices or

equipment shown on the plans. For work requiring removals or

demolition, the designer shall show how demolition work is to be done.

2.2.3.9 Outline Specifications

Submit outline specifications unless otherwise indicated above.

2.2.3.10 LEED Rating Sheet

Submit the LEED rating sheet for silver level compliance as indicated

in the RFP.


2.2.4.1 General

The pre-final (95%) drawings are an extension of the reviewed 65% drawings

and are to include the 65% comments and responses.

2.2.4.2 Design Analysis

The pre-final Fire Protection and Life Safety Analysis shall be included

in the Design Analysis. The design analysis is an extension of the

reviewed 65% design analysis and supports and verifies the design

complies with the requirements of the project.

2.2.4.3 Drawings

The pre-final (95%) drawings are an extension of the review 65% drawings

and include all revisions incorporated from the 65% review comments.

2.2.4.4 Pre-Final (95%) Marked Up Specifications

Provide pre-final (95%) marked up specifications. The Contractor shall

submit all specification sections to be used clearly indicating what



SECTION 01 33 10.05 20 -

products and execution to be used in the final design.

2.2.4.5 Comment Response Package:

Complete package showing all comments from all previous reviews and the

respective response and disposition.

2.2.4.6 Architectural

a. The architectural analysis, drawings and specifications shall include

the 65% submittal with corrections incorporated including the

annotated comments indicating what corrections were done on the 65%

submittal based on comments on the 65% submittal. Architectural

specifications must be complete with all edits incorporated in the

specification text.

b. Details: Complete Construction details, sections, interior

elevations, exterior elevations, etc., shall be provided to describe

the methods and materials of design.

2.2.4.7 Structural Systems

a. State the live loads to be used for design. Include floor loads; wind

loads, lateral earth pressure loads, seismic loads, etc., as

applicable.

b. 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.

c. Furnish calculations for all principal roof, floor, and foundation

members.

d. This submittal shall include drawings showing roof and floor framing

plans as applicable. Principal members will be shown on the plans.

Typical sections shall be furnished for, floor, and foundation

conditions. Structural drawings for proposals and submittals shall

be separate from architectural drawings.

e. Any computer analyses used shall be widely accepted, commercially

available programs; or complete documentation of the input and output

of the program shall be provided.

f. Provide complete seismic analyses for all building structural

components. Seismic calculations shall clearly demonstrate

compliance with all requirements set forth in the Statement of Work


The mechanical and plumbing analysis, drawings and specifications shall

include the 65% submittal with corrections incorporated including the

annotated comments indicating what corrections were done on the 65%

submittal based on comments on the 65% submittal. Mechanical and plumbing

specifications must be complete with all edits incorporated in the

specification text.



SECTION 01 33 10.05 20 -

a. Details: Construction details, sections, elevations, etc., shall be

provided where required for clarification of methods and materials

of design. All roof and exterior wall penetrations shall be detailed

on the drawings.

2.2.4.9 Fire Protection:

The Fire protection analysis, drawings and specifications shall include

65% submittal with corrections incorporated including the annotated

comments indicating what corrections were done on the 65% submittal based

on comments on the 65% submittal. Fire protection specifications must

be complete with all edits incorporated in the specification text.

2.2.4.10 Electrical and Electronic and Emergency Power Systems Requirements:

The Electrical and Electronic systems design analysis, drawings, and

specifications shall include the 65% submittal with corrections

incorporated, including the annotated comments indicating what

corrections were done on the 65% submittal based on comments on the 65%

submittal. All requirements specified in the 65% submittal must be

developed and completed to this 95% stage.

a. Electrical and Electronics Floor Plans. The floor plans shall show

all principle architectural features of the building, which will

affect the electrical design. The floor plans shall also show (but

not limited to) the following:

(1) Room designations

(2) Electrical legend and applicable notes.

(3) Lighting fixtures, properly identified.

(4) Location of smoke detectors and fire alarm devices

(5) Location of telecommunication and cable TV outlets.

(6) Location of all electronic systems devices

(7) Switches for control of lighting.

(8) Receptacles.

(9) Location and designation of panel boards. Plans should clearly

indicate type of mounting required (flush or surface) and be

reflected accordingly in specifications.

(10) Service conduit and disconnects.

(11) Location, designation and rating of motors and/or equipment

which requires electrical service. Show method of termination

and/or connection to motors and/or equipment. Show necessary

junction boxes, disconnects, controllers (approximate only),



SECTION 01 33 10.05 20 -

conduit stubs, and receptacles required to serve the motor and/or

equipment.

(12) All circuit wiring and cables (number and sizes)

(13) All conduit runs and sizes

(14) All riser and one line diagrams

(15) All other electrical and electronic equipment

b. Building Riser Diagram (from pad-mounted transformer to unit load

center panel board): Indicate the types and sizes of electrical

equipment and wiring. Include grounding and metering requirements.

c. Load Center and Panel board Schedule(s): Schedule shall indicate the

following information:

(1) Load Center/Panel board Characteristics (Panel Designation,

Voltage, Phase, Wires, Main Breaker Rating and Mounting)

(2) Branch Circuit Designations.

(3) Load Designations.

(4) Circuit Breaker Characteristics. (Number of Poles, Trip Rating,

AIC Rating)

(5) All electrical panel boxes are to have surge protectors that

remove, absorb and dissipate, with increased capacity, transient

voltage surges and spikes, high frequency noise and ring waves)

installed on them.

(6) Branch Circuit Connected Loads (AMPS).

(7) Special Features.

d. Lighting Fixture Schedule: Schedule shall indicate the following

information:

(1) Fixture Designation.

(2) General Fixture Description.

(3) Number and Type of Lamp(s).

(4) Type of Mounting.

(5) Voltage.

(6) Special Features.

e. Details: Details of all light fixtures shall be provided. Construction

details, sections, elevations, etc., shall be provided where required

for clarification of methods and materials of design.



SECTION 01 33 10.05 20 -

f. Electrical and Electronic systems specifications must be complete

with all mark-ups and edits incorporated in the specification text.

g. Design analysis and calculations for the electrical systems shall be

prepared by a licensed professional engineer with experience and shall

be stamped as such. The design analysis shall be separately bound,

in one or more volumes. The design analysis shall include all

calculations required to support design decisions, including (but not

limited to) lighting calculations, voltage drop calculations, load

calculations (for transformers, conductor sizes, circuit breaker

sizes, panel board sizes, etc.), and short circuit calculations. The

analysis shall also include specific criteria furnished, conference

minutes, and cost analyses of all systems considered. Show functional

and engineering criteria, design information, and calculations

applicable to the project. The analysis shall be organized in a format

appropriate for review, approval, and record purposes. The design

calculations shall indicate methods and references identified, and

shall explain assumptions and conclusions.

h. Voltage Drop (VD) Calculations: Provide voltage drop calculations of

primary feeders, site lighting circuits, service laterals, feeder

conductors, and selected branch circuits over 31m (100 ft) in length.

Maximum allowable voltage drop for site lighting and service laterals

is 3%. The combined voltage drop for the service laterals, unit

feeders, and branch circuit cannot exceed 5 percent.

i. See RFP, Electrical Systems, for other design requirements.

2.2.4.11 Sustainable Design:

Provide a completed LEED Rating Sheet to show compliance with the Silver

level indicated in the Statement Of Work and incorporated comments on

the previous design submittal.


2.2.5.1 General:

A complete set of construction documents plans and specifications at the

same level of detail as if the project were to be bid including a complete

list of equipment, fixtures and materials to be used. The final (100%)

drawings are an extension of the reviewed 95% drawings and are to include

the 95% comments and responses. All details shall be shown on the

drawings.

2.2.5.2 Complete Design Analysis for All Design Disciplines:

The final Fire Protection and Life Safety Analysis shall be included in

the Design Analysis. The design analysis is an extension of the reviewed

95% design analysis and supports and verifies the design complies with

the requirements of the project.



SECTION 01 33 10.05 20 -

2.2.5.3 Final (100%) Drawings - Extension of the Review 95% Drawings:

The Final (100%) drawings are an extension of the review 95% drawings

and include all revisions incorporated from the 95% review comments.

Drawings shall be 100% complete, signed and sealed by the designer of

record.

2.2.5.4 Provide Final (100%) Specifications:

The Contractor shall make final identification of all materials at this

stage.

2.2.5.5 Comment Response Package:

Complete package showing all comments from all previous reviews and the

respective response and disposition.

2.2.5.6 Additional Requirements:

a. Compliance Certification

(1) The Contractor shall certify that the features and standards

offered in its submittals meet or exceed the corresponding

mandatory features and standards stated in the Scope of Work. A

certification to this effect shall be included on the title sheet

of each submittal made under this section. The certification shall

be signed by the person(s) authorized to bind the Contractor under

the offer, or by persons who have been delegated, in writing such

authorization.

(2) The parties understand that, at the time of award, all features

and standards proposed in the Contractor's accepted offer,

including the mandatory requirements of the RFP, as amended by the

Contractor's accepted offer, become binding upon both the

Government and the Contractor. Deviations from the features and

standards of the accepted offer, including deviations from the

RFP's mandatory requirements, as amended by the accepted offer,

may be approved by the Contracting Officer upon written application

by the Contractor and agreement as to good and sufficient

consideration by the parties, reflected in an equitable adjustment

to the contract price.

b. Field Inspection. The Contractor shall verify field conditions,

which are significant to design, by field inspection, researching

and obtaining all necessary as-built drawings and reproducing them

for his own use as necessary, and discussing status with

knowledgeable personnel. The information shall be reflected in the

design documents.

2.2.5.7 Structural Design

a. Furnish complete checked calculations for all structural

enhancements. Incorporate any changes required by comments on 95%

Design Submittal.



SECTION 01 33 10.05 20 -

b. Prior to this submittal, structural drawings shall be coordinated

with all other design disciplines.

c. The final structural drawings shall contain the following

information as a set of general notes: The design stresses of

structural materials used. The design live loads used in the design

of various portions of the structures. The design wind speed. The

seismic acceleration coefficients, seismic use group, and

performance level criteria used in design.

d. All structural drawings and calculations shall be checked and

stamped by the designer of record, a registered Professional

Engineer.


a. The mechanical and plumbing analysis, drawings and specifications

shall include the 95% submittal with corrections incorporated

including the annotated comments indicating what corrections were

done on the 95% submittal based on comments on the 95% submittal.

Mechanical and plumbing specifications must be complete with all

editions incorporated in the specification text.

b. The drawings shall be revised to include:

(1) Double line ductwork

(2) Double line piping for all piping 4 in. or larger on 1:50

drawings

(3) Double line piping for all piping 200 mm (8 in.) or larger on

1:100 drawings

(4) Thermostat locations

(5) Size of all ductwork

(6) Size of all piping

(7) All details

c. Details: Construction details, sections, elevations, etc., shall

be provided where required for clarification of methods and

materials of design. All roof and exterior wall penetrations shall

be detailed on the drawings.

2.2.5.9 Fire Protection:

The Fire protection analysis, drawings and specifications shall include

95% submittal with corrections incorporated including the annotated

comments indicating what corrections were done on the 95% submittal based

on comments on the 95% submittal. Fire protection specifications must

be complete with all editions incorporated in the specification text.



SECTION 01 33 10.05 20 -

2.2.5.10 Specific Electrical and Electronic Requirements:

The Electrical and Electronic systems design analysis, drawings, and

specifications shall include the 95% submittal with corrections

incorporated, including the annotated comments indicating what

corrections were done on the 95% submittal based on comments on the 95%

submittal. All requirements specified in the 95% submittal must be

developed and completed to this 100% stage.

2.2.5.11 Specifications:

Provide final specifications. The Contractor shall make final

identification of all materials and finishes at this stage.

2.2.5.12 Sustainable Design:

Provide a a design that incorporate sustainable techniques and materials

to the greatest extent possible and to meet as many points applicable

to the project and monetarily feasible. Provide an analysis of the USGBC

LEED-NC criteria as it applies to the design of this project and include

updated information with each design submittal.

a. Provide the following information for the Basis of Design:

(1) A completed USGBC LEED-NC Project Checklist indicating all LEED

Prerequisites and Credits that are applicable to the project and

the total anticipated score.

(2) Description of how each applicable LEED Prerequisite and Credit

and other sustainable features and strategies will be achieved.

(3) Identify the Design Team's LEED Accredited Professional

responsible for coordinating the sustainable requirements of the

project.

b. For the submission specified, provide the following:

(1) At 100% Design Submittal, provide a USGBC LEED-NC Project

Checklist and preliminary LEED documentation, in the form of a

three-ring binder, of all LEED Prerequisites and Credits to be

obtained as required by the USGBC LEED-NC Rating System. Substitute

forms other than those required by the USGBC are acceptable.

(2) At final design submittal, update the USGBC LEED-NC Project

Checklist and the LEED documentation binder with any changes and

include and electronic copy of the LEED documentation. The project

LEED Accredited Professional shall sign a statement validating

that the LEED prerequisites and credits achieved by the project

provide an accurate estimate of the rating the USGBC would assign

to the project.

2.2.6 Critical Path Design Submittals

Provide Critical Path Design Submittals that include design documents for the



SECTION 01 33 10.05 20 -

project elements involved. Include and provide full documentation that would

normally have been provided in earlier submittal stages, such as Design

Development Phase.

a. 65% Design Development - Government Progress QA. 30 calendar day


b. 95% Pre-final Design - Government Progress QA. 30 calendar day


c. 100% Final Design - Government QA. 30 calendar day Government review

time for submittals requiring Government approval prior to construction.

2.2.7 Review Copies of Design Submittal Packages

a. Provide copies of each design submittal package for review to the

following reviewers. Addresses for mailing will be furnished at the

PAK meeting.

(1) 8 paper copies to the NAVFAC component and 1 electronic copies

for each of the design submittals.

(2) 2 paper copies to the B1102 PMO through the Contracting Officer

b. Provide the same quantities of copies for resubmittals, as required

for each design submittal.

2.2.8 Design Submittal Review Schedule

Use the time frames for Government submittal review identified in the RFP. For

construction scheduling purposes add additional time to the identified minimum

review time periods to allow for the following scheduling conditions;

1. Submittals received after noon will be logged in on the following business

day.

2. Federal holidays will be considered non-working days for Government

personnel in reviewing design submittals.

3. The time period between December 21 and January 4 will be considered

non-working time for Government personnel in reviewing design submittals.

4. Postponement of delivery due to unavailability of personnel to receive the

submittal or heightened security at Base. Coordinate delivery in advance of

the submission.

2.2.9 Signature Submittal Set

After completion of the 30 day review and incorporation of remaining comments

on the 100% Final Submittal, submit 1 half size hard copy, 1 CD of electronic



SECTION 01 33 10.05 20 -

pdf specs and full size drawings for NAVFAC signature. After the signatures

are obtained, the contractor shall use the signed documents to print the 100%

Final Design Submittal sets.

2.2.10 Distribution of Approved Final Design Drawings and Specification to

Government Representatives

Submit within 14 calendar days of receiving the signatures on the Signature

Submittal set. This includes any Critical Path Final Design Document Packages,

electronic and hardcopy(s) of these final documents to Government

representatives for use during the construction of the project. If Critical

Path Submittal Packages are used, provide coversheets and index to identify

each sheet and how this Critical Path Submittal Package fits into the overall

project. Provide the number and type of copies of the final design documents

to the following Government representative:

a. Two electronic and two hard copy(s) to the Project Manager (name, address,

and phone number)

b. Two electronic and two hard copy(s) to the Design Manager

c. One electronic and one hard copy(s) to the Construction Manager

d. One electronic and one hard copy(s) to the Contracting Officer

e. One electronic and one hard copy(s) to the Public Works Officer

f. One electronic and two hard copy(s) to the B1102 PMO through the Contracting

Officer

2.3 IDENTIFICATION OF DESIGN SUBMITTALS

Provide a title sheet to clearly identify each submittal, the completion status,

and the date. The title sheet shall use the standard format indicated in the

UFC 1-300-09N for title sheets. The title sheet shall be unique to a particular

design submittal. Submit the project title sheet with design status and date

for the design submittals.

2.3.1 Critical Path Submittal Title Sheet

Identify Critical Path submittals as such, and include a title sheet indicating

the type of critical path submittal, the status, and the date.

PART 3 EXECUTION

3.1 CONTRACTOR'S RESOLUTION OF COMMENTS

Provide written responses to all written comments by the Government.

Resubmittal of an unacceptable design submittal shall be a complete package

that includes all the required, specified components of that design submittal.

When required by the Government, Contractor resubmittal of design package, due

to nonconformance to the contract, is not a delay in the contract.



SECTION 01 33 10.05 20 -

3.2 DESIGN CHANGE AND VARIATIONS

Refer to UFGS 01 33 00.05 20, Construction Submittal Procedures for further

explanation and requirements of design change and variation. Design changes

that the Contractor considers to be beyond the requirements of the contract,

must be identified as a design change during the early stages of the facilities

design development. All design changes that will lead to an extra cost or

schedule extension must be identified prior to the first design submittal that

includes the design change. Design changes that lead to extra cost or schedule

extension identified after the first design submittal review will not be

considered.

3.3 THE CONTRACT AND ORDER OF PRECEDENCE

3.3.1 Contract Components

The contract consists of the solicitation, the approved proposal, and the final

design.

3.3.2 Order of Precedence

NFAS Clause 5252.236-9312. In the event of conflict or inconsistency between

any of the below described portions of the conformed contract, precedence shall

be given in the following order:

a. Any portions of the proposal or final design that exceed the

requirements of the solicitation.

(1) Any portion of the proposal that exceeds the final design.

(2) Any portion of the final design that exceeds the proposal.

(3) Where portions within either the proposal or the final design

conflict, the portion that most exceeds the requirements of the

solicitation has precedence.

b. The requirements of the solicitation, in descending order of

precedence:

(1) Standard Form 1442, Price Schedule, and Davis Bacon Wage Rates.

(2) Part 1 - Contract Clauses.

(3) Part 2 - General Requirements.

(4) Part 3 - Project Program Requirements.

(5) Part 6 - Attachments (excluding Concept Drawings).

(6) Part 5 - Prescriptive Specifications exclusive of performance

specifications.

(7) Part 4 - Performance Specifications exclusive of prescriptive

specifications.



SECTION 01 33 10.05 20 -

(8) Part 6 - Attachments (Concept Drawings).

3.3.2.1 Government Review or Approval

Government review or approval of any portion of the proposal or final design

shall not relieve the Contractor from responsibility for errors or omissions

with respect thereto.

-- End of Section --