Attachement___2_MACC_Design_Guide_2014.docx

GUIDE FOR

MULTIPLE AWARD CONSTRUCTION CONTRACT (MACC) CONTRACTORS

PERFORMING DESIGN SERVICES FOR

39th CIVIL ENGINEERING SQUADRON/

39 CES/CECED (ENGINEERING DESIGN SECTION)

INCIRLIK AIR BASE, TURKEY

JULY 2014 **

** All other editions to this guide are obsolete

TABLE OF CONTENTS

SECTION 1 GENERAL

SECTION 2 SPECIAL REQUIREMENTS

SECTION 3 SUBMISSION WORK REQUIREMENTS

SECTION 4 BASIS OF DESIGN REPORT

4.1 Content

SECTION 5 DRAWINGS

SECTION 6 SPECIFICATIONS

SECTION 7 COST ESTIMATES

SECTION 8 TOPOGRAPHICAL SURVEY

SECTION 9 SOILS INVESTIGATION

SECTION 10 FIRE PROTECTION ANALYSIS

SECTION 11 ENERGY CONSERVATION REPORT

SECTION 12 HYDROLOGICAL SURVEY

SECTION 13 ENVIRONMENTAL REPORT

SECTION 14 ECONOMIC ANALYSIS

SECTION 15 STRUCTURAL DESIGN GUIDELINES

15.10 Standard Details

SECTION 1 GENERAL

1.1 PURPOSE

This manual has been prepared by the 39th Civil Engineering Squadron for the guidance of the MACC contractor design-build team performing professional services under contract to the U.S. Air Force in Turkey so as to obtain uniformity of the presentation of the work.

1.2 SCOPE

This manual defines the standards of design, detailed requirements, format, preparation and submittal of drawings, specifications, cost estimates, project engineering documentation and other related documents for construction contracts and is a supplement to the "Statement of Architect/Engineer Services" that will be prepared for specific projects during the life of this contract.

1.3 DEFINITIONS AND ABBREVIATIONS

DOD: Department of Defense ACTIVITY: An Activity, also referred to as a Base, is a military unit, organization, installation performing a military function, or certain other non-DOD agencies. The 39th Civil Engineering Squadron (39 CES/CECED) is an example of an activity.

CONTRACTING OFFICER: U.S. Air Force Officer with authority to bind the U.S. Government contractually and with authority to modify an existing contract with the U.S Government.

CONTRACT ADMINISTRATOR: The U.S. Air Force Contracting Officer's appointed representative who administers the MACC contract.

CONTRACTOR: MACC contractor in responsible charge of all task orders. Also, referred to as design-build team, to include any joint venture partners.

ENGINEER-IN-CHARGE (EIC)/ARCHITECT-IN-CHARGE (AIC): The designated representative of the 39th CES/CECED who is the DESIGN-BUILD TEAM's primary point of contact for technical matters. All contractual matters and correspondence shall be addressed to the Contracting Officer.

RECORD DRAWINGS: Drawings showing the actual as-built condition of constructed facilities.

1.4 RESPONSIBILITIES OF THE DESIGN-BUILD TEAM

The design-build team shall be responsible for the best engineering solution, which provides a usable facility within the funds available, and/or any statutory cost limitations. The design-build team shall immediately notify the Contracting Officer, in writing, if funds appear to be inadequate to accomplish the project scope.

1.4.1 Redesign Responsibility for Design Errors or Deficiencies

The design-build team shall be responsible for the professional quality, technical accuracy and the coordination of all designs, drawings, specifications and other services to be furnished under this contract. The design-build team shall, without additional compensation, correct or revise any errors or deficiencies in the designs, drawings, specifications and other services. Should the lowest bid exceed the construction cost estimate and not be acceptable to the DOD, then the design-build team will be responsible for redesign, if required, without additional compensation.

The design-build team's work will be reviewed by the various departments to insure compliance with Government requirements and criteria. 39 CES/CECED will undertake a detailed technical review to ensure that the DESIGN-BUILD TEAM's design meets U.S. Air Force Standards.

The Government's review, approval, acceptance of, or payment for, any of the services required under this contract shall not be construed as a waiver of any rights under this contract or of any cause of action arising out of the performance of this contract and the design-build team shall be and remain liable to the Government in accordance with applicable law for all damages to the Government caused by the design-build team's negligent performance of any of the services furnished under this contract.

The rights and remedies of the Government provided for under this contract are in addition to any other rights and remedies provided by law.

1.4.2 Liability for Government Cost Resulting From Design Errors or Deficiencies

All apparent design errors or omissions which may result in required change orders, damages or extra cost to the Government will be evaluated for potential contractor financial liability. If it is determined that the contractor is financially responsible for the design deficiency, the contractor will be so advised by official correspondence.

1.4.3 Procedures For Determination of Contractor Liability

When a field Change Order is required, the Contracting Officer will make an initial determination of the cause of the change. If the Contracting Officer indicates a design error or omission, the Engineering Branch will be requested to review the findings and make a determination of contractor financial responsibility.

1.4.4. Correspondence

All contractual correspondence shall be provided in triplicate and addressed to the Contracting Officer. The contract number along with the project number and title, shall be used on all reports and correspondence relative to each task order contract.

The contractor shall prepare conference reports or minutes of all conferences, meetings and telephone instructions and deliver two (2) copies of each report to the Contracting Officer within five (5) days from date of such conference, meeting or telephone instructions.

1.5 STANDARDS OF DESIGN

A1l work must be in accordance with current criteria, guides and specifications established by the Air Force Office for Civil Engineering and 39 CES/CECED and shall be neat with all lines and lettering of uniform weight and c1arity for complete legibility and satisfactory reproduction.

All elements of submittals shall be checked by the design-build team. Checks shall be made by qualified persons other than those preparing the materials. Names of the checkers shall be indicated on drawings, computation sheets, etc.

1.6 CHANGES IN PROJECT SCOPE

During the progress of the work, the design-build team may expect minor changes in criteria within the general scope of the project and shall make necessary adjustments accordingly. Where major changes are required, the design-build team will be directed in writing, and appropriate changes to the contract will be made.

1.7 DATA AND MATERIALS FURNISHED BY 39TH CES/CECED

In order to expedite design completion and provide a base of common understanding, the DESIGN-BUILD TEAM shall maintain certain basic design criteria, which are indicated in the "Statement Of Work". 39 CES/CECED will assist the DESIGN-BUILD TEAM with respect to access to U.S. Air Force regulations and similar types of U.S. Government published regulations and standards. Contractor must comply with latest version of UFC 1-200-01 General Building Requirements. Most applicable codes available at http://www.wbdg.org

1.8 EVALUATION OF CONTRACTOR PERFORMANCE

Upon completion of the design phase of each project, and submission of bid documents, the EIC will prepare a report, evaluating the design-build team's performance on the design services specified. This evaluation will be included as past performance information in the design-build team's CPARS file (Contractor Performance Assessment Reporting System), and a copy will be provided to the Contracting Officer.

This evaluation is made available to future Contract Selection Boards for consideration during subsequent design-build team selection.

1.9 COMPUTERIZED GRAPHIC DESIGN

Contractors performing work for 39 CES/CECED are required to use AutoCAD 2013 or later in their designs. Base drafting standards must be followed, including modified SDSFIE layering, line weight, font size and style, scaling, etc.

SECTION 2 SPECIAL REQUIREMENTS

2.1 GENERAL

It is the design policy of the Air Force Office of Civil Engineering to conform to the best generally accepted standards applicable to the particular class of work, to retain the best-qualified professionals, and to accomp1ish the design within the criteria, scope, fiscal and legal constraints imposed by higher authority.

2.2 QUALITY OF DESIGN

Architectural Design: For projects with architectural elements, the design-build team’s achievement of excellence in architectural design is a prime goal of the Government. quality architectural design, including siting, proper use of materials, economy of construction, functional integrity, interior and exterior details, energy conscious design, and compatibility with appropriate existing elements of the environments, shall meet the criteria as set forth in UFC 1-200-and additional AF Standards. Good design is not proportional to project cost. Applied or cosmetic design is not cost effective and is not acceptable.

Engineering Design: An acceptable quality design must provide functional facilities at the lowest practical construction cost, with due consideration for economy in maintenance and operation. The construction materials must be of a quality that is consistent with the intended use of the facility and reflect local availability and construction skills. Proven new materials and methods shall be considered if they provide an economic or functional advantage.

Design Quality Control: The contractor shall have a formal design quality control program for checking and coordinating drawings and specifications. The formal design quality check shall be in the format of a design review checklist that shall indicate the name of the reviewer and the date that the review item was accomplished. The completed design review checklist shall be submitted with the final design submittal as evidence that the review was accomplished.

Hand written quality control check sets of drawings and specifications must be included with each design submittal. People checking documents must sign their initials on each sheet. The quality control hand-written check set mark-ups must be in the color code format specified below:

2.3 FIELD INVESTIGATION AND SITE VISITS

Field investigations shall be made by the design-build team and shall include a thorough check of all conditions and locations of the area which might be affected by the proposed work. Information relative to existing conditions at the site of construction, will be made available to the design-build team upon request, design-build team shall evaluate and verify such information as necessary to perform the work stated herein.

For projects involving renovation work, the design-build team shall identify potential asbestos containing materials in the areas of work. The Government will test samples and, if found to contain asbestos, the design-build team shall take the appropriate actions in the Construction Documents.

The design-build team shall visit the project site after making arrangements with The Architect/Engineer In Charge.

Contractor Verification: It shall also be the design-build team’s responsibility to evaluate and validate all information obtained from existing drawings, even if marked "As-Built" or "Record Drawing" and make such field measurements and investigations as necessary to properly prepare construction drawings. Failure to ascertain all existing field conditions which were visible or whose existence would have been determined from field investigation will be considered an design-build team deficiency and the design-build team shall make corrections to the plans, specifications and cost estimates at no additional cost to the Government.

2.4 PROVISIONS FOR THE HANDICAPPED, Reference TI 800-01 Design Criteria Chapter 7

All facilities which are open to the public, or to limited segments of the public, or which may be visited by the public in the conduct of normal business shall be designed and constructed to be accessible to the handicapped. All morale, welfare and recreational facilities, including non-appropriated fund facilities available to dependents or retirees shall be so designed. All hospitals and facilities for the care and rehabilitation of the sick and/or injured shall be so designed. All manufacturing facilities, administrative facilities where civilian workers may be employed including facilities constructed under other than Military Construction Authorizations and including contractor-owned facilities where the Department of Defense is funding all or any part of such construction shall be so designed. In fact, every facility shall be designed to assure access to the handicapped unless its intended use is specifically restricted to able-bodied military personnel. Inclusions of handicapped design features shall be considered for these facilities wherever feasible.

The designer is directed to follow the criteria found in TI 800-01 Design Criteria, Chapter 7, Provisions for Individuals with Physical Disabilities

2.5 LANDSCAPE DESIGN

When a project requires landscaping, the following information shall be provided in the contract documents:

The design shall be consistent with the Activity landscape master plan and with the landscaping of the surrounding area.

2.6 INTERIOR DESIGN

The design-build team shall provide necessary architectural interior design for this project, in accordance with the base’s Architectural Compatibility Guide (ACG). The design-build team's Architect shall determine the interior decor to be used for this project and he shall incorporate the interior design into the project documents. This will include but not be limited to: paint colors, ceramic tiles, floor tiles, carpet, plastic laminates, brick, stone, wall finishes, ceiling finishes, light fixtures, wood, finishes, cabinets, etc. The design-build team shall provide architectural finish boards to the user based upon this design when required by the Statement of Architect/Engineer Services.

2.7 SUBMITTAL REQUIREMENTS LIST

Submittals will be as specified in the "Statement of Architect/Engineer Services" for the project and shall include, but not be limited to the following items as applicable.

2.8 REQUIRED CHECKLISTS:

The following design checklists are required at the appropriate stage of design:

SECTION 3 SUBMISSION WORK REQUIREMENTS

This section defines the work required by the STATEMENT OF ARCHITECT/ENGINEER SERVICES and the Submittal Requirements List.

3.1 CONCEPT SUBMISSION

3.1.1 Objective: To provide a schematic level project design from which 39 CES/CECED can determine the adequacy of the design, functional arrangements, project costs and adherence to criteria.

3.1.2 Content

3.1.3 Submittal

3.2 DESIGN DEVELOPMENT (35%) SUBMISSION

A submission of contract documents and supportive design calculations which clearly show the project design, design-build team's knowledge of Air Force formats and conventions and adherence to the project scope, criteria and previously approved submissions, if any.

3.2.1 Objective: To provide the 39 CES/CECED with sufficient drawings, calculations, cost estimates, specifications, reports and surveys to evaluate the design and its adherence to system selection criteria and the design-build team's ability to interpret the criteria and prepare biddable documents.

3.2.2 Content

A. Basis of Design Report: Shall be prepared by the design-build team in accordance with the requirements as set forth in section 4 of this "design-build team Guide".

B. Drawings: The drawings shall contain, as a minimum, the following documentation:

C. Specification: The specification shall be in outline form and shall consist of a complete listing of all specification sections to be included in the project specification. The listing shall be arranged according to the format as provided by 39 CES/CECED.

D. Cost Estimate: The preliminary project design cost estimate shall reflect current costs as estimated from the preliminary drawings, design, computations, Basis of Design and outline specifications. For those elements of the project where status of design does not permit a firm or reasonably accurate takeoff of the quantities or firm pricing of individual items of work, lump sum costs based on available data may be included. The basis of these costs such as cost per square meter of building, per square meter of pavement, or per mechanical or electrical fixtures shall be given. Lump sum costs per engineering discipline are unacceptable.

Section 7 of this "design-build team Guide" shall be consulted by the design-build team for further guidance.

E. Topographical Survey: Shall be prepared by the design-build team in accordance with the requirements as set forth in Section 8 of this "design-build team Guide".

F. Soils Investigation: Shall be prepared by the design-build team in accordance with the requirements as set forth in Section 9 of this "design-build team Guide".

G. Fire Protection Analysis: Shall be prepared by the design-build team in accordance with the requirements as set forth in Section 10 of this "design-build team Guide".

H. Energy Conservation Report: Shall be prepared by the design-build team in accordance with the requirements as set forth in Section 11 of this "design-build team Guide".

I. Hydrological Survey: Shall be prepared by the design-build team in accordance with the requirements as set forth in Section 12 of this "design-build team Guide".

J. Environmental Report: Shall be prepared by the design-build team in accordance with the requirements as set forth in Section 13 of this "design-build team Guide".

K. Economic Analysis: Shall be prepared by the design-build team in accordance with the requirements as set forth in Section 14 of this "design-build team Guide".

L. Final calculations shall be developed to the extent practical and submitted for all main systems, for each discipline.

M. Pre-Design checklist, including code search, shall be submitted showing all areas covered in the design.

3.2.3 Submittal

A. The design-build team shall deliver to the office of the Contracting Officer the documents as outlined in the Submittal Requirements List of the SOW for each particular project.

B. The Basis of Design Report, outline specifications, calculations and all other reports/surveys shall be submitted in brochure format.

C. If the submission is determined by the 39 CES/CECED to be inadequate, it will be returned for reaccomplishment and resubmission.

D. The submission will be reviewed by 39 CES/CECED and any other agencies as required. The design-build team shall receive the review comments from the Contracting Officer and shall incorporate the comments into the next submission. A design review meeting shall be held for clarification of the design comments.

3.3 DESIGN DEVELOPMENT (65%) SUBMISSION

A submission of contract documents and supportive material which can be considered by 39th CES/CECED as draft final documents, including catalogue data of proposed materials.

3.3.1 Objective: To provide the 39th CES/CECED with draft contract documents which can be evaluated for format, ability to bid, adequacy of the design details, constructability, coordination and adherence to the project scope.

3.3.2 Content

A. Basis of Design Report: Shall be prepared by the design-build team in accordance with the requirements as set forth in section 4 of this "design-build team Guide".

B. Drawings: Shall be 100% complete including checking by the design-build team and shall be prepared in accordance with requirements as set forth in Section 5 of this "design-build team Guide".

C. Specifications (SpecsIntact): Shall be 100% complete including checking by the design-build team and shall be prepared in accordance with requirements as set forth in Section 6 of this "design-build team Guide". The English language version only shall be submitted, unless Turkish version also requested in delivery order.

D. Cost Estimate (INC-1101): Shall be 100% complete including checking by the design-build team and shall be prepared in accordance with requirements as set forth in Section 7 of this "design-build team Guide".

E. Calculations: Shall be 100% complete including checking for final system component sizing/design for all disciplines.

F. Design Review Checklist (INC-1104), 100% complete.

G. Schedule of Material Submittals (INC-1106).

H. Constructability Review Checklist (INC-1108), 100% complete.

I. Quality Control Submittal, including hard copy color coded check sets of drawings and specifications.

3.3.3 Submittal

A. The design-build team shall deliver to the office of the Contracting Officer the documents as outlined in the Submittal Requirements List.

B. If the submission is determined by 39th CES/CECED to be inadequate, it will be returned, and resubmission will be required.

C. The design-build team shall receive the review comments from the Contracting Officer and shall incorporate the comments into the final submission.

3.4 CONTRACT DOCUMENTS (95%) SUBMISSION

A submission of contract documents and supportive material which can be considered by 39th CES/CECED as final documents, including catalogue data of proposed materials.

3.4.1 Objective: To provide the 39th CES/CECED with contract documents which can be evaluated for format, ability to bid, adequacy of the design details, constructability, coordination and adherence to the project scope.

3.4.2 Content

A. Basis of Design Report: Shall be prepared by the design-build team in accordance with the requirements as set forth in section 4 of this "design-build team Guide".

B. Drawings: Shall be 100% complete including checking by the design-build team and shall be prepared in accordance with requirements as set forth in Section 5 of this "design-build team Guide".

C. Specifications (SpecsIntact): Shall be 100% complete including checking by the design-build team and shall be prepared in accordance with requirements as set forth in Section 6 of this "design-build team Guide". The English language version only shall be submitted, unless Turkish version also requested in delivery order.

D. Cost Estimate (INC-1101): Shall be 100% complete including checking by the design-build team and shall be prepared in accordance with requirements as set forth in Section 7 of this "design-build team Guide".

E. Calculations: Shall be 100% complete including checking for final system component sizing/design for all disciplines.

F. Design Review Checklist (INC-1104), 100% complete.

G. Schedule of Material Submittals (INC-1106).

H. Constructability Review Checklist (INC-1108), 100% complete.

I. Quality Control Submittal, including hard copy color coded check sets of drawings and specifications.

3.4.3 Submittal

A. The design-build team shall deliver to the office of the Contracting Officer the documents as outlined in the Submittal Requirements List.

B. If the submission is determined by 39th CES/CECED to be inadequate, it will be returned, and resubmission will be required.

C. The design-build team shall receive the review comments from the Contracting Officer and shall incorporate the comments into the final submission.

3.5 FINAL SUBMISSION

A submission of contract documents and cost estimate which is complete and ready for competitive bid.

3.5.1 Objective: To allow the Government to successfully accept bids and award a construction contract for the work described in the STATEMENT OF ARCHITECT/ENGINEER SERVICES.

3.5.2 Content

A. Drawings: Shall be 100% complete with all previous review comments incorporated. All drawings shall be properly checked and signed as required by Section 5 of this "Design Guide”.

B. Specifications: Shall be 100% complete with all previous review comments incorporated. The specifications shall be properly checked and signed as required by Section 6 of this "Design Guide".

C. Cost Estimate (INC-1101): Engineer's Final Cost Estimate with tabulation and without tabulation shall be 100% complete including the incorporation of all previous review comments.

D. Calculations: Shall be 100% complete including all revisions required due to previous review comments. All signatures of designers and checkers shall be properly affixed.

E. Construction Duration: The design-build team shall submit a letter detailing the expected time required for the construction of this project. The letter shall detail the rationale for the expected time frame and shall show consideration of availability of materials, site conditions, seasonal conditions and length of time for construction of major systems.

F. Constructability Review (INC-1108) 100% complete.

G. Schedule of Material Submittals 100% complete. (INC-1106).

3.5.3 Submittal

The design-build team shall deliver to the office of the Contracting Officer the documents as outlined in the Submittal Requirements List.

SECTION 4 BASIS OF DESIGN REPORT

A report that outlines the basic design criteria to be used for this project. The 39th CES/CECED will use this report to evaluate whether the design-build team properly understands the scope of the project, the pertinent regulations and codes required and the proper design procedures to be used for this project.

4.1 CONTENT

4.1.1 Civil

A. Water Supply

B. Sewers and Sewage Disposal Systems

C. Storm Drainage: Describe type of storm drainage required such as: earthen ditch, paved ditch, culvert, or subsurface storm sewer. Include all design criteria, methods and factors, such as: rational method, storm drainage area, type of surface. Describe and discuss rationale of materials to be used. Discuss any special problem encountered such as: high water table, existing culverts flowing from off base to on base, etc.

D. Roads, Driveways, Parking Areas and Sidewalks

E. Dust and Erosion Control: Dust and erosion control, where deemed necessary, will be considered an integral part of all design and construction projects. Such controls will be generally limited to areas actually scarred or denuded in the process of constructing a project. Dust and erosion control will not be confused with landscaping. Include a statement regarding the type of treatment selected, affected areas and reasons for selection of type and determination of areas.

F. Fencing: Provide type, materials, height and justification for fencing.

G. Environmental Pollution Control: Provide a statement explaining expected environmental pollution and the proposed method of control. A detailed description will be necessary for those facilities directly related to controlling air and water pollution, such as: sewage treatment plants, industrial treatment facilities, incinerators, smoke elimination facilities oil/water separators and other similar projects.

H. Site Development: Describe the site of the project and its natural advantages and disadvantages relative to the proposed project. Additional statements shall be made outlining the proposed landscaping and other site work necessary to complete the site development.

4.1.2 Architectural

A. Design Area Tabulation: The project gross area shall not exceed that stipulated by the scope of work without prior approval of the main operating base. Provide in the Basis of Design a complete area breakdown tabulation for gross and net areas.

B. Materials: Provide description of materials for all major items of construction and of all interior and exterior finishes. The description of finishes will be accomplished by the use of a preliminary finish schedule.

4.1.3 Structural

A. State the type of structural design, the allowable unit stresses and the loadings to be used for this project. All design must be in accordance with IBC AND UFC 3-310-04,.

B. State the concrete reinforcing steel and structural steel materials requirements. Show strengths and/or grades.

C. State the allowable soil bearing pressure and gross allowable soil bearing pressures to be used in the design. This shall be based on the soi1s report or if assumed, the rationale for determining the assumed value.

D. List any “as-built” drawings used in the design.

E. State the live loads and wind velocity to be used in the design and discuss how these were determined, such as which manual and table, etc., that they were determined from.

F. State the earthquake coefficients used. Show values used for the seismic formula: V=ZIKCSW and V= W

G. Specify and discuss rationale for the foundation system to be used.

H. State the structural system to be used to transmit the lateral and vertical loads to the foundations.

I. Specify the classification of the moment resisting space frame for the seismic design of this structure in accordance with IBC AND UFC 3-310-04,, Chapter 13, subchapter 7.

J. Other requirements as shown in section 15.3 shall be included as required.

4.1.4 Mechanical

A. General: The Mechanical Engineer shall make a preliminary statement outlining the primary mechanical systems that will be included in his design (Plumbing, Heating, Ventilation, Air Conditioning, etc.).

B. Plumbing: The engineer shall determine the type of plumbing systems requirements and select the proper number and type of fixtures. The engineer shall determine the total required water flow for the domestic hot and cold water systems. Hose bibs and their locations will be considered on the exterior of the building for yard watering (irrigation).

A domestic hot water heating system shall be anticipated and the necessary calculations shall be made to determine the capacity and recovery rate required for this application.

A preliminary sketch shall be made of each of the individual plumbing systems showing the relationships of the various components. Sketches are required for but not limited to domestic water piping, drainage, plumbing vents and domestic hot water heating.

C. Heating: The engineer shall determine the type of space heating systems that are required. Room by room heat loads shall be calculated by system or zone and the totals shall be determined for each heating system. The engineer shall determine all "U" factors for the anticipated building materials and these calculations shall be submitted.

Heat loss shall be calculated using the design conditions (inside and outside dry bulb temperatures) as set forth in the U.S. Air Force Design Regulations (MIL Handbook 1190).

The boiler or other central heating unit shall be selected and the distribution systems shall be sketched on 8 1/2 inch by 11 inch or A4 sheets of paper; pipe, duct and air outlet sizes are not required at this time.

Any special systems shall be anticipated and the engineer shall describe them and define their capacities by calculation. (Examples: Humidification, Dehumidification, Electronic or High Efficient Air Filtering, Fuel Oil special filtering, etc.).

Ventilation heat loads shall be a part of the heating system capacity.

D. Ventilation: Ventilation requirements shall be determined and the engineer shall select the types of systems that will be designed into this building.

All ventilation air volumes shall be calculated in accordance with MIL Handbook 1190 or where standards for requirements are not defined therein, then in accordance with ASHRAE standards.

The ventilation requirements shall be considered in heating and air condition load calculations.

Sketches of the ventilation systems shall be provided E. Air Conditioning: The engineer shall determine the type of air condition systems including distribution that will be designed into the building. "U" factors shall be calculated for all the applicable building systems in the facility. Heat gains shall be calculated on a room-by-room basis and summarized for each zone and system. Ventilation requirements shall be considered in these load estimates. All calculations shall be in accordance with U.S. Air Force Regulations (MIL Handbook 1190) and the ASHRAE Handbook, and other ASHRAE publications.

The principle air conditioning units shall be selected and their capacities shall be shown. (Examples: Water chillers, Condensing Units with associated air handlers and self-contained Air Conditioners).

Any special systems such as special air filtering equipment and systems shall be identified and sized.

The engineer shall provide sketches of the proposed systems on 8 1/2 inch by 11 inch or A4 sheets of paper.

F. Evaporative Cooling: Heat gains shall be calculated in accordance with U.S. Air Force Regulations (MIL Handbook) and ASHRAE standards and the anticipated equipment shall be sized and selected. Sketches of the proposed systems shall be provided.

G. Refrigeration (Cold Storage): The engineer shall determine where the refrigeration systems are required and shall select the appropriate types of systems. He shall make the necessary heat gain calculations including appropriate "U" factor determination. Show the selected equipment and capacities for each system.

The engineer shall make sketches showing these systems. Pipe sizes and details of construction and installation are not required at this time. All refrigeration systems shall be in accordance with U.S. Air Force Regulations (MIL Handbook 1190) and the ASHRAE Handbook, and other ASHRAE publications.

H. Class I Ozone Depleting Chemicals (ODC'S): The following chemicals have been identified as Class I ODC's and shall not be used in the design.

I. Fuel Distribution and Storage: Provide a statement of the type of fuel storage required for this facility and show proper storage capacity calculations.

J. Combination Systems: For systems in which heating, ventilation and/or air conditioning are combined, repetition may be avoided by combining these systems on the same sketches as long as the various components are identified.

K. Energy Conservation: Energy conservation shall be of prime concern in all system design. Proper insulation of systems is a mandatory consideration. High efficient equipment shall be used in all systems. Where practical, passive or active solar heating systems shall be analyzed for possible inclusion in the heating and cooling systems, in accordance with U.S. Air Force Regulations (MIL Handbook 1190) and the ASHRAE Handbook, and other ASHRAE publications.

Economizers shall be incorporated in the design of all air condition systems that must operate below 56 degrees F (13 degrees C) outdoor air temperature.

L. Miscellaneous Mechanical Systems: Provide a description of any special mechanical systems such as compressed air, vacuum, nitrogen etc., and explain the source of the medium providing over all system capacity calculations.

4.1.5 Electrical

A. Interior Distribution Systems

B. Exterior Distribution Systems

4.1.6 Fire Protection - Suppression Systems

A. Make determination as to whether NFPA, International Building Codes and/or U.S. Air Force regulations require a fire suppression system and clearly show any calculations associated with this determination.

B. Describe hazard rating of occupancy and design density for hydraulic calculated systems.

C. Describe type of automatic sprinkler system(s): Deluge, pre-action, wet or dry pipe system, water volume and pressure required.

D. For systems hydraulically designed, provide results of flow tests made on the water main near the point of connection.

E. Describe type and locations required for dry chemical.

4.1.7 Corrosion Control

A. The design-build team shall identify the corrosion control requirements and cite the appropriate codes, U.S. Air Force regulations, for this purpose.

B. Define the type of corrosion control to be used for each case.

C. The design-build team shall address surface protection of materials subject to corrosion by, but not limited to environment, contained fluids or chemicals and galvanic action.

D. In the case of cathodic protection, the design-build team shall provide a statement of the systems required in accordance with industry standards and MIL Handbook 1190. The following determination shall include:

SECTION 5 DRAWINGS

5.1 GENERAL

Requirements for the preparation of drawings shall conform to directions and standards as set forth by the 39th CES/CECED and as given to the design-build team. The use of these standards is mandatory. All drawings and notes shall be in both the English and Turkish languages.

5.2 PREPARATION OF DRAWINGS AND REPORTS

All drawings shall be done in black ink, on polyester film (Mylar) and all materials shall be provided by the design-build team. Title blocks shall be of the applicable 39th CES/CECED standard format for the project site. All information added to the title sheet and title blocks shall be mechanically lettered but the remainder of the drawings may be hand lettered provided that they are block lettered, neat, legible, and of a consistent style. All line works shall be neat and conform to standard professional drafting techniques for line weight, etc.

All studies, calculations and analysis submitted in brochure form, shall be submitted electronically.

5.3 STANDARD DRAWING DETAILS AVAILABLE

39th CES/CECED has developed many standard drawings and details including such items as legends, title sheets, title blocks, site plans, underground fuel storage tanks, fencing and other various standard details for all disciplines. These have been developed over a period of years to provide ease of design, uniformity of design and clarity. The design-build team is expected to use these to the maximum extent poss1ble but in keep1ng with the requirements of the design. All standard drawings and details must be edited and/or adapted to the requirements for this project and it shall be the design-build team's responsibility to do this editing or adaptation.

5.4 DRAWING NUMBERS

A block of 39th CES/CECED drawing numbers will be issued upon request of the design-build team when the total number of sheets on a project has been established. Drawing numbers must be placed on all drawings.

5.5 ORDER OF DRAWINGS

Drawings shall be arranged in the following order:

SHEET TYPE DISCIPLINE CODE

The design-build team shall employ the following sheet numbering system for this project.

SHEET NUMBER

M4

TOTAL FOR ALL DISCIPLINES

SEQUENCE IN DISCIPLINE

DISCIPLINE CODE

SEQUENCE IN PROJECT

5.6 SPRINKLER SYSTEM DESIGN

It is 39th CES/CECED policy that sprinkler systems are incorporated in projects by a performance specification. Sprinklers, associated piping, etc., are shown on drawings; The location of sprinkler control valves, carbon dioxide supplies, pumps etc., must be indicated.

5.7 SOIL BORING LOGS

Boring logs, showing the soil conditions, shall be indicated on the drawings together with a reference to the source of information (i.e. title and date of the soils report, and the name of the soils firm). Plan locations of logs shall be shown on appropriate size scale drawings, preferably the finish grading plans, so that relationships to existing and finish grades are readily ascertained. When logs are not drawn on the same sheet as the large scale location plans, when widely separated features of a project (such as a sewage project), and when the number of logs exceeds five (5), a separate small-scale location plan shall accompany the logs.