Attachment 3 - AE DESIGN GUIDLINES FINAL 5.27.26.pdf

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FINAL – MAY 2026

FEDERAL AVIATION ADMINISTRATION

MIKE MONRONEY AERONAUTICAL CENTER

OKLAHOMA CITY, OK

ARCHITECTURE AND ENGINEERING DESIGN GUIDELINES FOR DELIVERABLES PAGE 2

MAY 2026

UNCONTROLLED COPY WHEN PRINTED/DOWNLOADED

TABLE OF CONTENTS

PART ONE – OVERVIEW 3

A. Purpose and Applicability

B. Abbreviations and Glossary

PART TWO – SERVICE TYPES 6

A. Type A Services

B. Type B Services

C. Type C Services

PART THREE – INSTRUCTIONS FOR DELIVERABLES 9

A. General

B. Design Analysis

C. Specifications

D. Drawings

PART FOUR – PREPARATION 11

A. Organization

B. Submission

PART FIVE – SPECIAL REQUIREMENTS 12

A. General

B. Mechanical

C. Medium Voltage Electrical Distribution System

D. Natural Gas Distribution System

E. Data and Communications

PART SIX – DESIGN ANALYSIS FORMAT 14

A. Introduction and Project Background

B. Civil

C. Architectural

D. Structural

E. Heating, Ventilating, Air Conditioning & Refrigeration

F. Plumbing

G. Fire Safety

H. Electrical

I. Environmental

J. Energy and Water Conservation

PART SEVEN – MEDIA LABELS AND DELIVERY MEDIA FORMAT 27

A. Electronic Digital Media

B. Files for Transfer

C. Hard Copy Transfer

PART EIGHT – APPENDIX 28

A. General

B. Electrical Studies

C. Typical Lighting Demolition/Renovation Scope

D. Typical Lighting Controls

ARCHITECTURE AND ENGINEERING DESIGN GUIDELINES FOR DELIVERABLES PAGE 3

PART ONE - OVERVIEW

A. PURPOSE: This document describes the deliverables from Architecture and Engineering (A/E) contractors to the FAA for work done under the A/E Indefinite Deliverable, Indefinite Quantity (IDIQ) contract.

1. The requirements contained herein apply to each contracted task order, unless noted otherwise in the project Statement of Work.

2. Appendices to this document do not automatically apply as requirements unless they are specifically required by the project Statement of Work.

B. DESCRIPTION OF DELIVERABLES: Work done under the A/E IDIQ contract will be identified as one or more of (3) categories: Type A, Type B, and Type C Services. Part Two of this document describes these services.

C. ABBREVIATIONS AND GLOSSARY: When used in this document, the following definitions will apply.

Sections may have additional context specific definitions not listed here.

A

ADA The Americans with Disabilities Act, specifically ADA Standards for Accessible

Design, 2010.

ADAAG The Americans with Disabilities Act Accessibility Guidelines

AHJ The Authority Having Jurisdiction, an organization, office, or individual responsible for enforcing the requirements of a code or standard, for approving equipment, materials, installation, or a procedure.

AMP-100 The Environmental and Occupational Safety Division of the Office of Facility

Management at the Mike Monroney Aeronautical Center

AMP-300 The Operations and Maintenance Division of the Office of Facility Management at the Mike Monroney Aeronautical Center.

AMP-400 The Architecture and Engineering Division of the Office of Facility Management at the Mike Monroney Aeronautical Center.

A/E The Architecture and Engineering Firm under contract with AMP-400.

AOR/EOR The Architect / Engineer of Record, the architecture or engineering firm that designs and prepares the construction documents from which the building is constructed.

AutoCAD AutoCAD drafting software by Autodesk, Inc.

B

BTU British Thermal Unit, a unit of heat energy

BTUH/GSF/YR British Thermal Units per Hour per Gross Square Foot per Year - the unit of annual energy consumption intensity to be used in Energy Audits.

C

CAD Computer Aided Design, synonymous with Computer Aided Design and

Drafting.

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CCMS Central Control and Monitoring System, the building automation system for the MMAC. It is operated and maintained by AMP-300.

CO Contracting Officer, the only person authorized to obligate the government to a contract or agreement. The CO is the only person authorized to modify the contract regarding time, money, or performance.

Code Review A part of the Design Analysis, AOR/EOR process for determining and documenting for record the requirements and limitation of applicable codes and AHJ rulings. Should also document all codes in use and any other AHJ requirements.

COR Contracting Officer’s Representative, the point of contact for all technical matters related to the contract. The COR provides technical advice to the CO.

CSI Construction Specification Institute, which publishes standards referenced in this document.

D

DA Design Analysis, a contract deliverable described in this document.

DWG The .dwg electronic file type created and readable by AutoCAD products.

E

EM/RFI Electromagnetic/Radio Frequency Interference

F

FAA Federal Aviation Administration, represented by the CO and COR associated with the A/E IDIQ contract and by the PM associated with each Task Order.

FC Foot-Candle, a unit of illumination

FSB Frankfurt-Short-Bruza Architects and Engineers, the Engineer of Record for

OCAT regarding the campus medium voltage electrical system.

G

GC General Contractor

GFE Government-Furnished Equipment

GPM Gallons Per Minute

H

HVAC Heating, Ventilation, and Air Conditioning and can include Refrigeration systems.

I

IDIQ Indefinite Deliverable, Indefinite Quantity, the contract type.

IEEE Institute of Electrical and Electronics Engineers, which publishes standards referenced in this document.

ISO The International Organization for Standardization, which publishes standard(s) referenced in this document.

K

KV The 15 KiloVolt system is the MMAC Campus Medium Voltage system.

KVA KiloVolt-Ampere, is used as a unit of electrical power

ARCHITECTURE AND ENGINEERING DESIGN GUIDELINES FOR DELIVERABLES PAGE 5

M

MMAC Mike Monroney Aeronautical Center

N

NIST National Institute of Standards and Technology, an agency of the US

Department of Commerce, appears in this document associated with energy and water conservation.

NFPA National Fire Protection Association, an organization that publishes standards referenced in this document.

O

OCAT Oklahoma City Airport Trust, the entity that leases the land and several facilities to the FAA. OCAT is the owner of the MMAC Campus Medium

Voltage system.

ORT Optimum Run Time, the minimum window of operation of building mechanical systems required to meet space comfort demands.

P pdf Portable Document Format (.pdf), an electronic file format developed by

Adobe Inc., which is the format required for deliverables.

PM Project Manager, the author of the Statement of Work for each tasking associated with this contract.

R

RFI Request for Information

RFP Request for Proposal

R-value A term for thermal resistance per unit area. It is a measure of how well a two-dimensional barrier resists the conductive flow of heat. It is the inverse of U-value/U-factor.

S

SOW Statement of Work: Each task order associated with the A/E IDIQ contract will be associated with a Statement of Work that describes the project requirements, expected deliverables, and schedule.

T

TEBF Total Energy Budget Figure, a measure of annual energy consumption intensity.

TV Television

U

UFAS Uniform Federal Accessibility Standards

U-value/

U-factor

The overall heat transfer coefficient that describes how well a building element conducts heat or the rate of transfer of heat. It is the inverse of R-value.

X

XREF Refers to external references as used in AutoCAD drawings

ARCHITECTURE AND ENGINEERING DESIGN GUIDELINES FOR DELIVERABLES PAGE 6

PART TWO – SERVICE TYPES

A. TYPE A SERVICES: Are generally preliminary and investigative in nature. All items listed in this section are not automatically required as part of Type A Services. Only items necessary to accomplish the project requirements described in the project Statement of Work are required. Type A Services may include, but are not limited to the following:

1. Development of program requirements.

2. Field surveys and investigations.

3. Determination of project feasibility.

4. Preparation of concept drawings and project schedule milestones.

5. Preparation of drawings of an existing or new facility, where current drawings are not available.

6. Subsurface investigations (Soil Borings/Geotechnical Services).

7. Architectural, Structural, Civil, Electrical, and Mechanical investigations of an existing building, where current information is not available and to verify accuracy of existing record documents.

8. Surveys (topographic, boundary, utility locations; sizes and capacities).

9. Preparation of models, color renderings, photographs, or other presentation materials.

10. Travel and per diem associated with directed trips exceeding 25 miles from the A/E’s local office.

11. Economic analysis, budget, and cost estimates.

12. Preparation of electronic media.

13. Conversion of printed drawings to electronic media.

14. Consolidation of existing drawings and planned project drawings into one electronic record set per facility or system.

15. Engineering calculations.

16. Energy and water audits, life cycle cost analysis per CFR 435.

17. Master planning.

18. Topographical surveys, utility surveys, excavations, soil borings, soil analysis, chemical tests, laboratory tests, pressure tests, electrical tests, corrosion and cathodic protection tests, and any other tests required for a complete design of each project.

19. Preparation of “AS-BUILT” drawings in approved electronic media not associated with Type B services.

B. TYPE B SERVICES: Provide construction documents for competitive bidding and associated construction administration. Work under Type B Services must include the following elements in fulfillment of the requirements described in the project Statement of Work:

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1. Site investigations; review and/or coordination meetings.

2. Preparation of construction drawings and project schedule milestones.

3. Preparation of construction specifications.

4. Construction cost estimates.

5. Energy and water audits with updates per design modifications.

6. Design Analysis required for each discipline.

7. Preparation of construction documents in approved electronic media format.

8. Submission of construction documents to local, city, and state code enforcement officials for review and permitting.

9. Attendance at City of Oklahoma City Planning, Council, and similar meetings to present and/or respond to questions regarding permit applications.

10. Construction Administration (CA) will consist of the elements listed below as part of all Type B

Service taskings. Additional CA services beyond these listed in this section may be included as

Type C Services.

a. Review and approval or other appropriate action of contractor’s submittals such as shop drawings and product data and samples, but only for the limited purpose of checking for conformance with information given and the design concept as expressed in the contract documents.

b. Visit the site at intervals appropriate to the stages of construction to maintain familiarity with the progress and quality of the work completed, and to determine if the work is being performed in a manner indicating that is in accordance with the Contract Documents.

i. Unless otherwise specified, site visits shall occur at an interval not to exceed one month.

ii. Additional site visits may be required based on work being performed and rate of progress.

c. Preparation and processing of Addenda, RFI’s, RFP’s, requests for change orders with supporting documentation, cost estimates, and project data as necessary.

d. Preparation of a set of record “AS-BUILT” drawings to be delivered in hardcopy and electronic media showing significant changes in the work made during construction based on marked-up prints, drawings, and other data furnished by the contractor to the A/E.

e. Participation in Pre-Bid Meetings, Pre-Construction Meetings, Progress Meetings, Field

Inspections, concrete reinforcing inspections, above-ceiling inspections, in-wall inspections, roof inspections, systems Testing, Pre-Final and Final Inspections.

i. Pre-Bid Meetings, Pre-Construction Meetings, and selected Progress Meetings may be attended virtually, depending on the status of the project.

ii. All inspections/site observations will be conducted in-person.

C. TYPE C SERVICES: Include additional construction administration services, inspections, testing and other services beyond that listed in Type B. All the items listed in this section are not automatically

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required as part of Type C Services. Only the items necessary to accomplish the project requirements described in the project Statement of Work are required. Type C Services may include, but are not limited to the following:

1. Additional Construction Administrative Services for full time on-site Observation of daily construction activities. This will be based upon the Construction Inspector hourly rates schedule.

2. Extensive/full-time supervision and/or inspection of construction above and beyond those provided under Type B services.

3. Special Inspections and Tests as required by International Building Code 2015, Chapter 17.

4. Commissioning services commencing with the start of the design process and follow on through construction administration. These services may include:

a. Developing a commissioning plan.

b. Design phase commissioning.

c. Construction phase commissioning.

d. Developing specific equipment and system functional performance test procedures.

e. Review Commissioning documentation for completeness and compliance with contract requirements.

f. Review, approve, and coordinate system start-ups and Owner training, beyond that included in

Type B Services.

g. Issue a final Commissioning Report.

5. Other services as specified.

ARCHITECTURE AND ENGINEERING DESIGN GUIDELINES FOR DELIVERABLES PAGE 9

PART THREE – INSTRUCTIONS FOR DELIVERABLES

A. GENERAL:

1. All Drawings, Specifications, Design Analysis, and other data submitted for review will be dated and marked to indicate stage of design. The cover page of the Drawings and all other submitted materials per contract requirements will indicate submission percentage, i.e. 35% Design and the date of issue. The revision block of each drawing sheet will indicate submission percentage and date of issue. Deliverable quantities and type will be listed in the SOW. Deliverable requirements may include hard copies, half sheet sets, sheet size, number of sets, and electronic media with labels.

2. Code Requirements – All work at the MMAC will comply with the codes currently adopted by the

City of Oklahoma City. The Construction Drawings will indicate all codes required or referenced in a single, prominent location.

3. Room Numbers – A/E will use room numbers, room designations and door numbers as provided by the FAA.

a. If no room numbers are provided, or existing numbers are not suited to project, A/E may use other number systems during design pending receipt of permanent room numbers.

b. A/E will be responsible for changing to the permanent numbers on record drawings and ensuring that permanent room numbers are included on room signage.

B. DESIGN ANALYSIS: Functional and engineering criteria and design information bound into one or more volumes. It will include:

1. Supporting drawings and calculations as applicable to the design in a format appropriate for review, approval, and record purposes.

2. Equipment and fixture selections

3. Commentary by AOR/EOR submitting their Code Review findings, results, and design parameters.

4. Cost estimate.

C. SPECIFICATIONS:

1. Incorporate FAA-provided specification sections.

2. Organize in 50-Division CSI MasterFormat.

3. Number specifications with dot between Division, Section, and Subsection (example 08.71.00)

4. Submit all specifications in both MS Word and PDF format.

5. Specification sections will be written in a manner to permit full and free competition among bidders. The specifying of a feature particular to one product will not be utilized unless necessary.

6. The specifications for each construction project will contain the following statement, “The construction contractor will furnish a copy of the construction drawings indicating in red any changes during the construction period from the original design. The copy will be marked ‘AS-

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BUILT’. This copy of the construction drawings will be submitted to the Government within 30 days from project completion.”

7. Unless otherwise directed all project must comply with the Buy American Act (BAA). A/E must confirm that specified items, equipment, and basis of design items comply with BAA.

D. DRAWINGS:

1. A/E will utilize the FAA-standard title block for all drawings. CAD file with title block will be provided.

2. Line weights of varying thicknesses shall be used to create a visual hierarchy, with thick lines for prominent objects, medium lines for cut elements, and thin lines for hidden or auxiliary details.

3. Standard drawing sheet size is 22”x 34”. Larger sheet sizes may be used if required by building size. Confirm sheet size with COR prior to implementation.

4. CAD Standard- The A/E will provide submittal drawings in accordance with the United States

National CAD Standard (NCS). Standard borders and cover sheets have been provided to all firms on the A/E IDIQ contract. Final deliverables will meet the AMP-400 layering standards provided.

Use the “E” column name, definition, and associated layer color for existing features.

5. Electronic drawing submissions shall be in pdf format. Each page of pdf shall contain label data that includes the sheet number and a short description of content.

6. Color- Use of color in technical drawings should be avoided. Where color is used, it cannot be the only means of defining an element, requirement, or feature. A/E must assume that drawings will be reproduced in black and white.

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PART FOUR – PREPARATION

A. ORGANIZATION: The Design Analysis, Specifications and Cost Estimate will be bound separately.

Each cover will indicate the contents, the volume number, the name of the facility, the name of the project, the AMP-400 work request number, contract and task order numbers, and date of issue.

B. SUBMISSION: Except when specifically exempted, all documents will accompany all drawings submitted for review, approval, information, or record. The Design Analysis, Specifications and Cost

Estimate presented with preliminary or partially completed work will be as complete as the stage of design permits.

1. Complete copies of all CAD data and files developed will be delivered to the Government on electronic digital media at both construction-issue and as-built phases of the project. The files will be in both PDF and DWG (AutoCAD 2018) format.

2. The label for each deliverable media will contain the project name, project number, contract number, date of submission, and type of submission (i.e. 35%, 65%, etc.).

3. All electronic deliverables of design work will be accomplished and developed using CAD software and procedures conforming to the following criteria. Products need to be virus-protected and warranted.

4. All CAD files will be supplied in AutoCAD Release 2018. It is the responsibility of the A/E to ensure this level of compatibility. Other media will be compatible with Microsoft Office and Adobe

Acrobat.

5. AMP layer convention defines the layer names, layer color number, and the definition of the elements on the layer. The final submittal will be checked for conformance to the AMP layer convention.

6. The final submittal will be set up so that AMP-400 plot styles and pen tables can be used.

Conformance to the layer convention allows the plot styles and pen tables to work.

E. COST ESTIMATES: All cost estimates submitted in support of design and/or construction contracts for

MMAC will be based on costs of materials, equipment, and labor rates appropriate to the Oklahoma

City area.

1. Type A Cost Estimate: Will be broken out by project elements with components of each element listed by CSI Division. Unit prices may be by area, job, or lump sum for a given item. Itemized costs are to be used where practical.

2. Type B Cost Estimate: Will be itemized by CSI Section and must include separate amounts for material and labor.

a. Estimates shall include quantities for each item and shall be based on quantity take-offs from the design documents. Include costs for permits and other regulatory costs.

b. Include costs for prevailing wage, federal requirements, sales tax, project bonds, bid bond, and insurance.

c. Include inflation escalation between time of estimate and midpoint of construction.

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PART FIVE – SPECIAL REQUIREMENTS

A. GENERAL: This Part covers special requirements that apply to projects at the MMAC.

B. MECHANICAL:

1. Equipment Electrical Requirements: Electrical characteristics of all equipment will be indicated on equipment schedules.

2. HVAC Controls: All HVAC and plumbing systems and equipment controls sequences, which are not a part of the equipment's internal operation, will be located on the drawings adjacent to the associated controls diagram.

3. Flow Diagrams: Piping flow diagrams will include all isolation valves, control valves, metering devices and pipe sizes.

4. Riser Diagrams: Plumbing riser diagrams will be provided for all new construction and major renovation projects for domestic hot and cold water, sanitary, and vent piping.

5. Telecom Emergency Power: Emergency power will be provided for cooling systems serving

Telecommunications closets where existing emergency power is available.

C. MEDIUM VOLTAGE ELECTRICAL DISTRIBUTION SYSTEM:

1. Ownership: OCAT is the owner of the existing medium voltage (15 KV) distribution system. FSB is

OCAT’s engineer of record. FSB as OCAT’s facility design engineer will review A/E’s electrical service design documents. An electrical one-line, an electrical site plan, and preliminary electrical load estimates shall be provided by the A/E for OCAT/FSB medium voltage planning. These documents will be updated as necessary with each submittal. AMP-400 will schedule a meeting between all parties to discuss primary power design/installation details.

2. Facility Maintenance Engineer: A/E will include the following in their Specifications: FSB as

OCAT’s facility maintenance engineer is on call and makes site visits to inspect 15 KV equipment and cables and review the test reports. It is the responsibility of the General Contractor or

Electrical Sub-Contractor to inform OCAT/FSB through FAA PM/Inspector at least one week prior to installation or testing.

3. Required Reviews: A/E will furnish electrical service design documents such as drawings, specifications, demand load estimation and any related information as requested by OCAT at various design stages (35%, 65%, etc.) for review by OCAT/FSB. A/E will review contractor’s shop drawings related to the 15 KV installation and forward a copy with their comments to OCAT/FSB.

A/E will compile all comments and then forward it to the General Contractor along with other comments.

D. NATURAL GAS DISTRIBUTION SYSTEM:

1. Ownership: OCAT is the owner of the medium-pressure natural gas distribution system on the

MMAC site.

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2. Review Requirements: A/E will furnish natural gas service design documents such as drawings, specifications, estimated demand load, and related information as requested by OCAT at various design stages (35%, 65%, etc.) for review by OCAT and their consultant(s).

3. Construction Contractor Requirement: Natural gas piping work from main to meter must be performed by OCAT’s site contractor.

4. Inspection Requirements: Work on the natural gas system is subject to inspection by OCAT and/or Oklahoma Corporation Commission.

5. Gas Line Inspection: Any time a gas line is uncovered during construction, OCAT must be notified and allowed access to inspect the uncovered line(s). This inspection requirement applies whether work is being done on the gas line, or not.

E. SOIL:

1. General: All excess soil must be tested and meet residential requirements before it can be removed from the property.

2. Testing Requirement: Contract documents must contain requirements for construction contractor testing of soils prior to relocation or disposal off-site. Testing requirements will be provided to A/E.

3. Site Grading Plan: The site grading design must accommodate this requirement and show location for excess soils.

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PART SIX - DESIGN ANALYSIS FORMAT

A. INTRODUCTION AND PROJECT BACKGROUND: Describe the purpose and scope of the project being developed, generally as follows:

1. Licensure Qualifications: All Design Analysis products will be stamped by a design professional licensed in the State of Oklahoma, e.g. Architect, Landscape Architect, Interior Designer, Engineer.

2. Code Requirements: All work at the MMAC will comply with the codes currently adopted by the

City of Oklahoma City. The Design Analysis must cite all codes used.

3. Project Description: Show the name of the facility, name of the project if different, AMP-400 work order number, date of publication, programmed dollars, and cost limitation dollars. Provide a brief general description of the project.

4. Purpose and Function: State the operational function of the project. Summarize the project description outlining the occupant’s functional requirements, with special emphasis on unusual functional features.

5. Site Visit and Conference Notes: Include copies of meeting/project notes.

6. Government-Furnished Equipment: List any equipment to be furnished by the Government.

Describe who will be responsible for installing the Government-Furnished Equipment.

7. Construction: Summarize the construction schedule including any phasing or sequencing requirements.

8. Design Problems: Describe any special problems encountered along with recommended solutions. Note any significant changes made from design criteria and/or previous design stages.

B. CIVIL:

1. Site Analysis: Describe the existing site including items to remain, to be removed, and/or to be relocated. Define the extents of contractor staging areas and project office (if required).

2. Grading:

a. Describe the minimum and maximum grades utilized to develop the desired grading and drainage plan.

b. State the rationale used in establishing the finish floor elevation of the building(s) and the overall grading and drainage plan. Any deviation from criteria should be stated and fully explained.

c. Grading solutions must balance cut and fill to the greatest extent possible to reduce imported fill and generation of waste spoils.

d. Waste spoils from on-site sources cannot be disposed of off-site. Grading solution must include location(s) for these soils.

3. Paving: Identify areas of vehicle and pedestrian paving, curbs, and ramps. Describe the existing and proposed types of pavements.

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4. Parking: Identify locations and number of parking spaces. Provide calculations for number of parking spaces.

5. Fencing: Identify locations of existing and new fencing. Show fence types, heights, gates, gate operators, and related items.

6. Storm Water:

a. Describe storm frequency, rainfall intensity, and methods used for determination of rate of run-off and design of drainage features.

b. Describe the existing and proposed drainage patterns, the rationale for the proposed design, and the impact of future development on drainage.

c. Describe existing and proposed storm sewer system, piping types, sizes, slopes, and structures.

d. Describe any existing or proposed special structures such as detention or retention ponds.

Provide drainage calculations and drainage area maps as an attachment to the design analysis.

7. Sanitary Sewer:

a. Describe the existing sewer system.

b. Describe the new system as it relates to the operation of the existing system and the proposed facility.

c. Describe the type of new system, pipe sizes and grades, pipe materials, and contributing flows.

d. Where lift stations are required, state the type of construction, pump type, flow, head, size, and number.

e. State requirements for manholes and clean-outs.

f. Attach all calculations used in the sizing of system.

8. Utilities:

a. Electric – Show locations of existing and proposed above and underground electric lines, medium voltage electric distribution, transformers, ductbanks, switches, vaults, and related appurtenances. Refer “Electrical” below for additional requirements.

b. Natural Gas – show locations of existing and proposed natural gas lines and related items.

c. Pipelines – Show extent of existing easements, pipeline locations, and ownership.

d. Communications and Data – show locations of existing and proposed lines, ductbanks, handholes, and manholes.

e. Lighting – show locations and of existing and proposed site lighting. See “Electrical” for additional information.

9. Turf, Landscaping, and Irrigation:

a. Landscape Irrigation – Describe the existing irrigation system, if any. Describe the system requirements, including required application rates and types of heads. Describe the system features and operations used in preparation of the specifications.

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b. Turf and Landscaping – Describe the scope of work, such as the number and kinds of trees and shrubs, water conservation methods, existing trees to be removed and trees to remain, instructions for planting, replacement, and maintenance of plants.

10. Equipment: Identify locations of existing and proposed equipment, including but not limited to the following: generators, load banks, FAA equipment, mechanical equipment, and other items.

C. ARCHITECTURAL:

1. General: Briefly describe the proposed facilities, functional purpose, occupancy, capacities, and type of construction.

2. Design Criteria: Present design data as applicable for:

a. External Activities – Summarize external operations, activities, parking, and circulation including vehicular and pedestrian traffic flow on any adjoining site. Indicate how parking count was derived. Identify special spaces such as Electric Vehicle charging stations, maintenance vehicles, and handicapped parking.

b. Internal Activities – Clarify equipment, furniture or furnishing requirements. Confirm the adequacy of programmed furnishings and equipment in relation to internal activities and interior design needs.

3. Basic Analysis:

a. Confirm scope and establish basis for proposed design in relation to the above-cited “Design

Criteria”.

b. Code Compliance – Include commentary on AOR submitting their code review findings, results, and design parameters.

c. Visual Features – Describe visual setting, setbacks, primary views or focal points and physical features of the site. Name existing permanent facilities, function, and location, which influence design and materials selections. Describe visual appearance to and from dominant facilities.

d. Spatial Composition – Provide spatial analysis of optimum land use, massing, proportioning and balance between facilities, paving and open space. Describe basis for grouping buildings, exterior circulation, form, and configuration in terms of functional clearances, sound, fire or protective construction zones.

e. Economic Justification – Discuss the selection and procurement of interior design items from the standpoints of durability, maintenance, and value for projected term of use.

f. Functional Organization – Describe reasons for plan arrangement, space adjacency and adequacy relationships, circulation, and equipment placement. Clarify functions accommodated and flexibility of design for operational changes.

g. Life Safety – Analyze building type and fire protection classifications including multiple occupancies. Describe fire separations, exit conditions and units, firefighting access and class of finishes. Confirm any building fire protection classification cited by the project criteria. For both new construction and renovation projects, identify and plan the locations and rating durations for all fire rated and smoke assemblies. Identify the method used and design number used to derive the fire rating such as Underwriter’s Laboratory, Warnock Hersey International, International Building Code, etc.

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h. Acoustics and Sound Transmission – Describe requirements for

4. Accessibility: Describe applicable accessibility criteria.

a. International Building Codes adopted by the City of Oklahoma City

b. Current Americans with Disability Act Accessibility Guidelines (ADAAG)

c. Current Uniform Federal Accessibility Standards (UFAS).

d. Where discrepancies occur the more stringent will apply. Include documentation and checklist analysis of design requirements.

5. Building Systems, Materials & Equipment: Describe the basis for building systems, exterior and interior materials, and equipment selections as applicable in accordance with the CSI index.

6. Calculations: The final architectural design analysis will be supported by the following:

a. Space Allocations – Show computations for space layout including net room areas and gross building areas (indicate mechanical and electrical space separately). Categorize areas and capacities under operations, administrative, storage and support requirements. Confirm adequacy of net space provided under the project design in relation to the furniture requirements.

b. Life Safety – Show and reference data and calculations for criteria area limitations, separations, occupant loads per space, exit units and distance to exits.

D. STRUCTURAL:

1. General: Describe all structural loads, and stresses for new and/or existing structures. Describe and provide rationale for the structural framing system used.

2. Foundation System:

a. Describe the foundation design data or assumptions and type of foundation system to be used.

b. Describe soil bearing capacities and foundation loads.

c. Include geotechnical report as an attachment and reference.

d. If geotechnical report indicates a choice in foundation systems, provide justification for selected system. Cost is not to be used as the only factor in selection.

3. Roof and Floor System: Describe the framing system, materials, typical spans, and decking types.

4. Walls and Partitions:

a. Describe the composition, thickness, and seismic design

b. Indicate locations of load-bearing walls and shear walls.

c. Describe special conditions such as smoke ratings, fire ratings, fire separations and shaft walls.

5. Design Loads:

a. Describe the roof and floor live loads, crane loads, wind, seismic lateral loads, equipment loads, and unusual dead loads.

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b. The Design Analysis must describe any new loads applied to existing structure and any changes in loading to existing structure.

6. Design Stresses:

a. Describe the stresses in the building materials.

b. Define factors of safety and deflection limits used.

c. Describe sound and vibration control requirements.

d. Describe means provided to make attachment to structural steel for electrical grounding purposes.

7. Wind and Seismic Provisions: Describe the method of resisting lateral loads from the roof to the foundation.

8. Calculations: All calculations will be submitted for review, including:

a. Loading, shear, moment and stress analysis diagrams, and secondary stress calculations wherever applicable, with explanation for assumptions and conclusions.

b. Deflection

c. Sizing of foundations, structural members, and connections.

d. Uplift and stability

E. HEATING, VENTILATING, AIR CONDITIONING, & REFRIGERATION:

1. General: Describe functional and technical requirements and the methods used for meeting the requirements for:

a. Outside design temperatures and U-Values for roofs, walls, floors, and other relevant building elements.

b. Internal loads from equipment heat release data. Identify those areas that require 24-hour

HVAC separately from those areas that do not.

c. Heating and/or air conditioning, refrigeration, including humidity control. Inside design conditions, outside air requirements, times of occupancy, filtration requirements, zoning, diversity, etc.

d. Air distribution. Include sizing method used and zoning because of occupancy, function, orientation, and fire safety.

e. Mechanical ventilation (air circulation) and special exhausts. Areas requiring ventilation, ventilation rates, filtration requirements, etc.

f. Energy conservation including Optimum Run Time (ORT), solar, energy recovery systems, economy cycle and thermal storage.

g. Standby heating and cooling, and emergency systems.

h. Special protective requirements and security measures, (i.e., EM/RFI protection, secure areas, vibration, noise, etc.)

ARCHITECTURE AND ENGINEERING DESIGN GUIDELINES FOR DELIVERABLES PAGE 19

i. Verification of existing utilities sufficient for new installations. For example, describe the existing capacities of electrical power, natural gas, chilled water, heating water, etc.

j. Seismic design and expansive soil requirements. Identify seismic zone, pertinent soils, data, etc. Coordinate with structural and foundation design.

k. Special process and specialty equipment requirements.

l. Piping systems – Define piping systems used within building including type of pipe, insulation requirements, whether piping is concealed or exposed.

m. System expandability and feasibility – Identify provisions for expanding systems.

n. Vibration / noise isolation. Describe provisions for mechanical equipment, piping, plumbing and ductwork.

o. Control systems. Identify any special requirements; include control sequences and Central

Control and Monitoring System (CCMS) requirements. All controls will be compatible with

Johnson Controls Incorporated Metasys architecture.

p. Description of features/systems for enhancement of maintenance and operation.

2. Calculations: Design load calculations will be in accordance with current ASHRAE recommended practices utilizing computerized design load calculations. Provide step-by-step calculations, summaries, and narrative to explain the procedures and results. Describe the basis of all input data for computerized calculations. Calculations will include the following as applicable:

a. Heating, air conditioning, ventilating, and refrigerating design loads, U-Value derivations, Optimal Run Time (ORT).

b. Outside air requirements.

c. Mixed airflow.

d. Air distribution design. Provide static pressure calculations for all fans, air handling units, coils, etc. for all new equipment connected to air distribution systems. Calculations provided shall incorporate either static regain method or equal friction method.

e. Piping design. Provide pump head pressure calculations for all new pumps connected to new distribution systems.

f. Estimated annual energy consumption.

g. Energy recovery and conservation systems.

h. Complete system and unit capacities, indicating dimensions of all equipment.

i. System noise (dB) isolation

j. Seismic.

k. Safety.

l. Security.

F. PLUMBING:

ARCHITECTURE AND ENGINEERING DESIGN GUIDELINES FOR DELIVERABLES PAGE 20

1. General: Describe functional and technical requirements and methods used for meeting the requirements for the following.

a. Toilet fixture allocation. Fixtures/persons by functional area for men and women.

b. Hot and cold-water systems including recovery systems and design temperatures.

c. Water for fire protection and domestic consumption.

d. Gas distribution and special liquid distribution systems.

e. Compressed air and vacuum production components.

f. Sanitary waste and vent piping.

g. Acid waste piping and neutralization.

h. Natural gas systems.

i. Special protective requirements and security measures.

j. Coordination with the connection to site utilities.

k. Vibration/noise isolation for equipment and piping.

l. Seismic design and expansive soils. Identify provisions included in design.

m. Control systems. Identify any special requirements and include control sequences. All controls will be compatible with Johnson Controls Incorporated Metasys architecture.

n. Description of features/systems for enhancement of maintenance and operation.

2. Calculations: Provide calculations for:

a. Fixture allocations (ensure the quantity of fixtures is coordinated with architectural design).

b. Maximum flow rate (GPM) for hot and cold water, and total flow per day.

c. Sizing of hot and cold-water supply systems, including storage tanks.

d. Sizing of gas distribution systems.

e. Maximum flow rate (GPM) for wastewater and sewage, and total flow per day.

f. Sizing of wastewater and sewage drain system.

g. Sizing of special gas and liquid distribution systems.

G. FIRE SAFETY:

1. Description: Describe functional and technical requirements, design objectives and provision of fire safety systems.

2. Fire Extinguishing System: Describe systems provided including hazard classification, densities, areas of demand, flow, and pressure requirements.

a. Include calculations to support design.

b. Floor plans will define location of risers, alarm check valves, pumps, and storage tanks.

c. Site plan will show location of Fire Department Connection.

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3. HVAC Fire/Smoke Containment/Removal System: Describe the type of systems used and method of operation.

H. ELECTRICAL:

1. VFD Requirements - Provide specifications that each individual Variable Frequency Drive (VFD) must meet the following Total Harmonic Distortion (THD) requirements at the input terminals to the factory assembly of the VFD or at the load disconnecting means serving the VFD and filter assembly.

a. The Voltage THD must not exceed 2.0 percent THD.

b. The Current THD must not exceed 15.0 percent THD.

c. If the VFD does not meet or exceed these requirements then the appropriate additional equipment (Harmonic Traps, Filters, different Drive technology, etc.) must be installed to mitigate the distortion and to ensure performance of the VFD is within the limits.

2. Interior Electrical Distribution System - Describe functional and technical requirements and methods used for meeting the requirements for:

a. Illumination levels including general and task lighting. State design basis such as A&EI, I.E.S., definitive drawings, energy efficient fixtures, and energy conservation measures, etc.

b. Tabulation showing room name and number with lighting intensity and type of fixture for each room.

c. Provisions for adjustment and/or re-lamping of light fixtures that may not be readily accessible.

d. Description of exit and emergency lighting system; if none to be provided, so state.

e. Installation and equipment standards.

f. System voltage, low and high.

g. Emergency lighting and stand-by generation.

h. Telephone, data, alarm, control and communication systems.

i. Electronic security, controlled entrance, surveillance, and intrusion detection systems.

j. Audiovisual systems to include central TV systems.

k. Fire/smoke alarm systems.

l. Lightning protection system.

m. Safety and static grounding system.

n. Energy conservation and energy monitoring.

o. Electrical characteristics (phase, voltage, and number of wires) of circuits to serve load in KVA for the facility.

p. Power requirements, with description of panel, the protection devices to be provided, and typical loading of circuits.

q. Location of special power outlets (voltage, phase, and amperage).

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r. Type(s) of wiring system (rigid conduit, electrical metallic tubing, non-metallic sheathed cable, etc.) and where each type is proposed to be installed.

s. Proposed additions and alternations or special items of design, such as specialized equipment, security requirements, emergency power, etc.

t. Special communication or electronic requirements.

u. Lightning protection system.

v. Safety and static grounding system to be installed.

w. Voltage drop basis for service entrance, panel feeders, and branch circuits.

x. Emergency power distribution.

3. Interior Electrical Calculations – Fully coordinate calculations with those required for all electrical systems.

a. Maintained foot-candle (FC) illumination levels in all rooms and areas.

b. Individual circuit and system loads tabulated in amperes for each panelboard or switchboard.

c. Transformer, generator, switchboard, and feeder computations indicating all demand, diversity, ambient temperature, or conductor-grouping factors considered in the selection of equipment or conductor sizes.

d. Calculations will include a fault current and ground fault protection study supporting the interrupting rating chosen for all equipment.

e. Voltage-drop on all service and feeder circuits, and on worst-case branch circuits supplied by each panelboard and switchboard.

f. Weight and dimensions of each major item of equipment (supported by manufacturer's names and catalog/model numbers).

g. Voltage dip calculations for motor starting.

h. Fire alarm devices.

i. Provide project connected and demand load estimation for normal and emergency power based on the total quantity of light fixtures, HVAC equipment, mechanical equipment, lab equipment, and other miscellaneous equipment listed individually.

4. Exterior Electrical Distribution System – Describe functional and technical requirements and methods used for meeting the requirements for:

a. Primary sources. Describe the adequacy of the primary supply at the point of takeoff. If primary source is inadequate, state measure(s) proposed to correct the deficiency. Describe the power supply (voltage, phase, number, and size of conductors) at point of delivery.

b. Electrical characteristics of the primary extension (voltage, phase, number and size of conductors). Indicate adequacy and corrective action, if necessary, of the existing distribution system at the point of take-off. Indicate characteristics and standards of design for underground line.

c. Estimate of total connected load and resulting demand load by applying demand and diversity factors for loads involved. Include any allowances for future loads. Indicate type, number of

ARCHITECTURE AND ENGINEERING DESIGN GUIDELINES FOR DELIVERABLES PAGE 23

units, KVA capacity, primary and secondary voltage of the transformer installation proposed.

Also indicate types of primary and secondary connection of transformers.

i. Installation and equipment standards.

ii. System voltage, low and high.

iii. Stand-by generation.

iv. Low and high voltage switching and transformers.

v. Communications systems.

vi. Electronic security, surveillance and intrusion detection support systems.

vii. Energy conservation and energy monitoring.

viii. Power and lighting for site elements.

ix. Cathodic protection.

x. Basis for selection of primary and/or secondary distribution voltage.

xi. Low and high voltage switching.

xii. Type of conductors, such as copper and where they are proposed.

xiii. Pertinent standards of design, such as voltage drop, physical characteristics of underground circuits, type of lighting units, lighting intensities, and type of transformers.

xiv. Street lighting, security lighting, parking lot lighting, or sidewalk lighting requirements.

xv. Installation of cathodic protection system, including design values.

xvi. Transmission systems for communications, security, fire, and CCMS.

xvii. Emergency power distribution.

xviii. Energy conservation.

xix. Description of systems for enhancement of maintenance and operations, to include systems flexibility.

5. Exterior Electrical Calculations – Fully coordinate calculations with those required for interior electrical.

a. Transformer, generator, switchboard, and feeder computations indicating all demand, diversion, ambient temperature, or conductor-grouping factors considered in the selection of equipment or conductor sizes.

b. Calculations will include a fault current and ground fault protection study supporting the interrupting rating chosen for all equipment.

c. Primary selective system protection including recloser and circuit breaker settings.

d. Voltage-drop on all service and exterior feeder circuits.

e. Maintained foot-candle (FC) levels in all exterior areas.

f. Cathodic protection system.

g. Weight and dimensions of each major item of equipment. (Supported by manufacturer's names and catalog model numbers.)

I. ENVIRONMENTAL:

ARCHITECTURE AND ENGINEERING DESIGN GUIDELINES FOR DELIVERABLES PAGE 24

1. General: The following environmental issues must be addressed.

2. Environmental Planning: National Environmental Policy Act (NEPA) and National Historic

Preservation Act (NHPA).

a. Information provided by the A/E in the Type A & B design is used by the FAA in this review / determination. Incorporate findings of NEPA/NHPA review/determination into construction requirements. The FAA may be required to perform one of the following.

i. FAA Categorical Exclusion (CATEX)

ii. Environmental Assessment (EA) with Finding Of No Significant Impact (FONSI)

iii. Environmental Impact Statement (EIS) with Record of Decision (ROD) as the appropriate level of NEPA Review.

b. Management of Hazardous Substances: Chemicals/Materials in solid, liquid, gaseous, or any other forms

c. Construction: Address proper storage and management of Hazardous Substances used during construction.

d. Operation & Maintenance: Provide lists of Hazardous Substances expected to be used in the building and address proper storage and management within the design.

3. Solid Waste Management:

a. Construction

i. Contractor’s Waste Management Plan and Periodic Reporting: Address proper storage and management of solid waste, universal waste and hazardous waste removed during demolition or used by the contractor during construction.

ii. Contractor’s Asbestos Waste Management and Disposal Plan (if required).

iii. Investigation Derived Waste as Special Waste – soil, sediment, and water (if required).

b. Operation & Maintenance

i. Solid Waste volumes generated daily and weekly

ii.