A.07.24_W912GB17R0045_Amendment_0004_FINAL.pdf

W912GB17R0045

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83)

Prescribed by GSA

FAR (48 CFR) 53.243

AIRFIELD FIRE/CRASH RESCUE STATION, INCIRLIK AIR BASE IN ADANA, TURKEY

The purpose of this amendment is to make the follow ing updates: revised "02 Technical Specif ications" (page 349); revised Statement of

Work (SOW); revised Supplemental SOW Temporary Facilities; added draw ings for the Supplemental SOW; provide responses to Offeror questions received via ProjNet.

Proposal due date reamins on Thursday, 1 February 2018 at 10:00 AM Central European Time.

(see continued)

1. CONTRACT ID CODE PAGE OF PAGES

J 1 42

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

16C. DATE SIGNED

BY 22-Jan-2018

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X W912GB17R0045

X 9B. DATED (SEE ITEM 11)

09-Nov-2017

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer is extended, X is not extended.

Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:

(a) By completing Items 8 and 15, and returning 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE

RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN

REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

22-Jan-2018

CODE

CONTRACTING DIVISION

US ARMY CORPS OF ENGINEERS

KONRAD ADENAUER RING 39

D-65187 WIESBADEN GERMANY

WIESBADEN 65187

W912GB 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION 00 01 10 - TABLE OF CONTENTS

The following have been modified:

TABLE OF CONTENTS

The documents listed as follows are provided by and incorporated into this solicitation:

SOLICITATION SECTIONS

00 01 10 Table of Contents

00 10 00 Contract Line Item Number (CLIN) Schedule

00 21 00 Proposal Submission

00 22 00 Evaluation Criteria & Basis of Award

00 43 00 Bank Letter of Assurance & and Bank Letter Guarantee (Sample)

00 45 00 Representations and Certifications

00 70 00 Conditions of the Contract: Contract Clauses

01 00 00 General Requirements: Statement of Work (revised), Supplemental Statement of Work

(revised)

SPECIFICATIONS

00 73 15 General Conditions (05-15)

00 73 15.15 Time Extensions for Unusually Severe Weather

00 73 16.04 Special Conditions for Projects in Turkey

01 00 15 Design After Award

01 32 01.00 10 Project Schedule

01 33 00 Submittal Procedures

01 33 29 UFGS Sustainability and LEED Reporting

01 35 26 Safety and Occupational Health Requirements (05-15)

01 45 01 USACE Quality Control

01 45 01.01 Additional Quality Control Personnel

01 45 01.10 USACE QUALITY CONTROL SYSTEM (QCS)

01 78 00 Completion Procedures

01 78 23 Operation and Maintenance Data

01 91 00 UFGS Commissioning

01 91 00.15 UFGS Total Building Commissioning

02 41 00 Demolition and Deconstruction

02 82 14.00 10 Asbestos Hazard Control Activities

02 82 16.00 20, UFGS, Engineering Control of Asbestos Containing Materials

EP 310-1-6A Construction Signs

Technical Specifications (revised)

UFC 4-730-10 (2006) Fire Stations (USACE and AF)

UFC_1_200_02_2016 High Performance and Sustainable Building Requirements

UFGS Sustainable Design and Energy Reduction Manual

USAF Sustainability Guidance Third Party Certification

Final Project Definition Report

35 Percent Drawings, Design-Build

Incirlik Air Base Design Guide, ACG 2015

ATTACHMENTS

1. Experience Overview Sheet

2. Experience Information Sheet

3. Past Performance Questionnaire

4. Drawings for revised Suplemental SOW

The requirements for the preparation and submission of proposals are contained in Solicitation Section 00 21 00, and the requirements for the evaluation of proposals in response to the solicitation are contained in Section 00 22 00.

SECTION 01 00 00 - GENERAL REQUIREMENTS

The following have been modified:

STATEMENT OF WORK

SECTION 01 01 00

STATEMENT OF WORK

02/17 11 January 2018

PART 1 GENERAL REQUIREMENTS

1.1 PROJECT DESCRIPTION

This project consists of all management, planning, labor, materials, equipment, transportation, and services necessary to design, demolish and construct site improvements, repairs/renovations of existing facilities and systems, new facility, utility systems, and all other features as required herein to construct a complete Airfield

Fire / Crash Rescue Station (FCRS) at Incirlik Air Base in Adana, Turkey.

The first phase of this project consist of providing temporary facilities and utilities in accordance with the 01 01

00.5 Supplemental Scope of Work for the operation of the Fire Department during the new construction. The second phase consist of the demolition of the existing buildings (Buildings 370 & 372) of the Fire Department, and construction of a new reinforced concrete building to meet the current and future requirements of the Fire

Department of Incirlik Air Base.

Adana, Turkey is the geographic area, and the project delivery method for this project will be bid / design / build.

All standard construction amenities such as underground utilities, site grading, electrical systems, communications infrastructure, detailing etc. shall be implied as design and construction requirements.

Dimensions and descriptions of existing conditions are provided herein for information only. Verify all provided dimensions and all existing condition descriptions as part of the design process, and prior to the start of any construction.

The Contractor is encouraged to use Turkish labor and subcontractors to the maximum extent possible commensurate with technical, security, or other requirements or necessary considerations.

This project is considered sensitive. Information regarding the contract shall not be released publicly unless prior documented approval has been obtained from the United States Army Corp of Engineers.

1.2 SITE LIMITATIONS

The project site is located at the southeast of Apron "A" and east of Apron "B" of Incirlik Air Base. The new building shall be constructed on the same site as the existing Fire / Crash Rescue Facility (Buildings No

370 and 372) of Incirlik Air Base. The most dominant factor that determines the exact location of the building is the required clearance from the apron boundary marking (red line) to the building. The subject distance is 115 ft

(35m) in existing condition, and the same clearance shall be provided for the new building. The site is bounded on the southeast by Building No. 376, on the south by Building Bo.364, on the west by Apron "B" and Building No.

360.

1.3 WORKS TO BE DONE

Perform all Work in accordance with the requirements of this Scope of Work and elsewhere in the solicitation.

Work shall include all management, planning, labor, materials, transportation, equipment, and services to meet all requirements herein, and consists of the principal components described in the following sub-paragraphs.

1.3.1 Surveys

Perform the surveys, to include topographical and other data, especially HAZMAT survey of buildings 370 and

372, in accordance with the requirements specified in the Civil section of this Scope of Work. The Contractor shall perform a site-specific geotechnical investigation that provides all the subsurface data and parameters required for the design and construction of the project.

1.3.2 Site Grading and Stormwater Management

Design and construct site grading and drainage features in accordance with the requirements and references specified in the Civil section of this Scope of Work.

1.3.3 Demolition

Provide all general and selective demolition and disposal of existing structures, vegetation, debris, concrete, utilities, foundations, and related items as required to provide final complete facilities and compound as required herein.

Contractor is responsible for disposal of all demolished hazardous and non-hazardous materials per local, regional, and country laws and regulations and per specification section 02 82 14.00 10.

Prior to beginning any work and the demolition of the existing building

370 and 372, all temporary facilities shall be provided by the contractor. The Fire Department shall require three weeks to move into the temporary facilities. Not until the Fire Department has officially moved out, shall the contractor begin any demolition in buildings 370 and 372.

Utilities for the temporary facilities are readily available in the vicinity of their locations, the locations of which shall be provided by the Government, through the Contracting Officer, after the issuance of the Notice to Proceed.

1.3.4 Civil Works:

1.3.5 The civil design and construction of the project shall be based on the requirements of the following criteria (latest version as of the advertisement of this project):

a. International Building Code (IBC)

b. Architectural Barriers Act (ABA) Accessibility Guidelines for Buildings and Facilities.

c. ICC International Plumbing Code (IPC)

d. Final Governing Standards for the Republic of Turkey (FGS-T) prepared by Headquarter United States Air

Force, 1 July 2008

e. AR 200-1 Environmental Quality (Environmental Protection and Enhancement

f. DOD 4715.05-G Overseas Environmental Baseline Guidance Document, May 1, 2007 or most-recent edition. Final Governing Standards (FGS)

g. EPA/625/R-04/108 Environment Protection Agency. Guidelines for Water Reuse

h. UFC 1-201-01 Non-Permanent DoD Facilities in Support of Military Operations h.i. UFC 3-201-01 Civil Engineering i.j. UFC 3-210-05FA Site Landscape Design and Planting Criteria j.k. UFC 3-210-10 Low Impact Development k.l. UFC 3-220-01 Geotechnical Engineering l.m. UFC 3-230-03A (TI 814-01) Water Supply m.n. UFC 3-230-07A: Water Supply: Sources and General Considerations UFC 3-

230-09A: Water Supply, Water Storage n.o.UFC 3-230-10A: Design: Water Supply: Water Distribution o.p.UFC 3-240-07fa: Design: Sanitary and Industrial Wastewater Collection:

1. Gravity, Sewers and Appurtenances p.q.UFC 3-250-01 Pavement Design for Roads and Parking Areas q.r. UFC 3-250-03: Standard Practice Manual for Flexible Pavements UFC 3-250-04: Standard

Practice for Concrete Pavements, With Change 2 r.s. UFC 3-250-08FA: Standard Practice for Sealing Joints and Cracks in Rigid and Flexible Pavements s.t. UFC 3-260-01 Airfield and Heliport Planning and Design.

t.u. UFC 3-260-17: Dust Control for Roads, Airfields and Adjacent Areas UFC 3-600-01: Fire Protection

v. UFC 3-600-01 Fire Protection Engineering for Facilities

w. UFC 3-410-01 Heating, Venitilating, and Air Conditioning (HVAC) Systems

x. UFC 3-410-02A: Heating, Ventilating, and Air Conditioning (HVAC) Control Systems u.y.UFC 4-010-01: Design: DOD Minimum Anti-terrorism Standards for Buildings v.z. UFC 4-730-10 Fire Stations w.aa. TM 5-822-2/ AFM 88-7, Chapter 5: General Provisions and Geometric Design for Roads, Streets, Walks, and Open Storage Areas.

x.bb. TM 5-803-13: Landscape Design and Planting Army TM 813-5 Water Supply

Water Distribution y.cc. AWWA M14 Recommended Practice for Backflow Prevention and Cross

Connection Control.

z.dd. AWWA M31 Distribution System Requirements for Fire Protection NFPA 13

Installation of Sprinkler Systems aa.ee. NFPA 13R Installation of Sprinkler Systems - Residential Occupancies bb.ff. NFPA 14 Installation of Standpipe, Private Hydrant, and Hose Systems cc.gg. NFPA 20 Stationary Fire Pumps dd.hh. NFPA 24 Standard for the Installation of Private Fire Service Mains ee.ii. NFPA 101 Life Safety Code

jj. NFPA 291 Fire Flow Testing and Marking of Hydrants NSF/ANSI Standard 61: Drinking Water

System Components ff.kk. HQ USEUCOM Antiterrorism Operations Order (OPORD) 16-03, dated 18 March

20169

The design of all civil works shall include Low Impact Development site features to the maximum feasible extent.

Main civil work items shall include but not be limited to the following:

1.3.5.1 Pavement (Roads, Parking, Walks)

Sidewalks and pedestrian access pavements shall be smooth broom finished reinforced concrete with contraction and construction joints. Pavements should be sealed with single component type polyurethane based sealants.

Isolation joints will be provided between the sidewalks and the building as well as pavements at different levels.

The new parking lot will be asphalt. Unpaved areas will be seeded and landscaped.

1.3.5.2 Site Utilities

Utilities for sanitary sewer, storm drainage, water, electric and communication connections are available at the site or in its close vicinity.

1.3.5.2.1 Sanitary Sewer

A 300 mm diameter PVC sanitary sewer collector line runs along the northeast side of the existing fire station, and collects the secondary sewer service lines of the facilities in the close vicinity trough manholes No. 253 and

254. During the execution of work, the main sanitary sewer line and related manholes shall remain and kept active. The sewer line that passes under Building No.372 shall be rerouted and the secondary sanitary sewer lines and manholes which serve to Buildings No. 370 and 372 shall be demolished and removed.

The sanitary sewer system of the new building shall be tied into the existing 300 mm diameter collector line through new reinforced concrete manholes that will be complete with lockable, heavy duty type cast iron manhole covers.

1.3.5.2.2 Domestic Water & Fire Suppression Water

The domestic, sprinkler and hose bib system water lines will be connected to the existing 150 mm diameter water line that runs parallel to the facility service road in northwest and southeast directions.

If it will be required by a hydrant test, a fire water tank and a fire pump shall be provided for the sprinkler system of the facility. The fire water system and the domestic water system shall be isolated by a backflow preventer at the inlet of the building. Hydrant flow data for bidding purposes: Static Pressure: 40 PSI; Residual

Pressure: 20 PSI at 800 GPM.

The domestic, sprinkler and hose bib system water lines will be connected to the existing 150 mm diameter water line that runs parallel to the facility service road in northwest and southeast directions. New domestic water lines shall be 16 ATM Polyethylene.

1.3.5.2.3 Storm Drainage/Storm water Management

The project site covers an area of approximately 5300 m², excluding the apron and the roads at the periphery.

All roads around the site are asphalt-lined roads with variable widths and curbed sidewalks. Apron "B" on the northwest side of the building is concrete. On the average, the site slopes down gently at 0.6% in northeast -southwest and north - south directions. The storm drainage system consist of a surface run-off system that is collected by various catch basins and transferred by 300 mm diameter PVC pipes to the reinforced concrete duct that runs along "A" Street.

The site will be graded to allow storm water run-off to sheet flow from the fire station building and paved areas towards catch basins. The storm drainage system will minimize on-site erosion and sediment transfer. The on-site system will connect to the existing storm water system that runs in an underground reinforced concrete duct that runs along "A" street.

1.3.5.2.4 Storm Water Drains

A storm water drainage system will be provided to convey drainage away from the new fire station. Paved areas will have minimum 2% cross slopes to encourage sheet flow of surface run-off toward catch basins. At unpaved areas around the building, a minimum of 5% slope for a distance of 5.0 meters and a minimum of 1% slope thereafter will be provided to form swales to direct storm water to drain inlets. Gratings shall be provided along

Apron "B" to avoid flooding which frequently occurs due to run-off water that comes from the Apron.

The downspouts of the building shall be connected to a peripheral storm drain line trough reinforced concrete connection boxes that will be provided under each downspout. The existing 300 mm diameter storm drain line that runs between buildings 364 and 372 shall be removed, and a new larger line shall be installed at the same location to convey the storm water collected by the new gratings, and catch basins.

1.3.5.2.5 Storm Drainage Lines

Storm drainage lines will be composed of polyethylene underground piping and cast-in-place, reinforced concrete catch basins equipped with heavy-duty cast-iron grating inlets.

Minimum diameter of the main drainpipe will be 300 mm. 200 mm diameter pipes will be allowed to serve only isolated small catchment areas. Storm drainage lines will be sloped to provide a minimum flow velocity of 0.75 m/s (2.5 ft/s) when drains are one-third or more full. Where storm drainpipes of different diameters come together, pipe crown elevations will be matched at the catch basin. Underground storm lines will be located outside of paved areas to the maximum extent possible. Storm drainpipes will be laid on sand bed in the trench to obtain a uniform slope in the direction of flow. Backfill cover depth over the crown of the drainpipe will be

60 cm, however the depth of the cover can be decreased according to the inverse elevation of storm drain duct where the final connection will be made.

Catch basins and gratings will be used to collect the surface run-off and will be placed at finished grade for paved areas, and when necessary, will be elevated 50 mm. above grade for unpaved areas. Catch basins will be constructed of cast-in-place reinforced concrete, with inner dimensions adequate to accommodate the connected piping, but not less than 1.0 m. x 1.0 m. Basin structures will have cast-iron, heavy-duty type, operable inlet gratings with matching frames. All gratings will be of "bicycle safe" design and will be traffic rated at H-20 load ratings. Grating dimensions will be approximately 65 cm x 65 cm, excluding the frame.

1.3.4.3.5.1 Method of Analysis and Selected Design Criteria Intensities of rainfalls of various return periods shall be derived from the intensity- duration-frequency (IDF) analysis, routinely carried out by the General

Directorate of State Meteorological Works. Rainfall intensity-duration curves for the Adana Region shall be consolidated for rainfalls with 2, 5, 10, 25 and 50 years recurrence intervals. The design rainfall intensity shall be a 15-minute duration and 50-year rainfall.

1.3.4.3.6 Subsurface Drainage

To mitigate the differential settlement and foundation problems attributable to the swelling clay found in the

Incirlik Area, subsurface drainage should be provided at the foundation levels of the new dormitory building.

For this purpose, perforated drainpipes laid in the graded and packed filter layers shall be provided together with access manholes at the corners of the building. Water collected shall be conveyed by gravity to sump pumps.

Sumps shall be equipped with submersible drainage pumps actuated by suitable level switches. Ground water thus lifted, shall be evacuated at ground level to existing ditches or catch basins. Necessary measures to prevent backflow to pump sump, such as, check valves and/or flap covers at the outlets, shall also be provided.

1.3.5 Landscaping

Existing trees that interfere with new construction will be trimmed or removed. All other trees shall remain and all unpaved areas shall be graded, seeded and landscaped.

The Contractor shall perform landscape design that will efficiently allocate landscape resources, protect the natural environment, and achieve harmony between buildings and nature. All landscape design and construction shall comply with the guidelines established in the Architectural Compatibility Guide, Incirlik Air Base and

GSUs, latest edition.

1.3.6 Architectural

1.3.6.1 Facility Description

The architectural design of the project "Fire / Crash Rescue Station, Incirlik Air Base, Adana, Turkey, Project No. LJYC 13-3003" shall be prepared in accordance with the requirements of the scope of work, and preliminary drawings furnished with the RFP package.

1.3.6.2 References

The following architectural references (latest version as of the advertisement of this project) shall be utilized to develop the architectural design package of the project.

AFMAN 32-1084, Facility Requirements

UFC 1-200-02, High Performance and Sustainable Building

Requirements

Department of the Army, U.S. Army Corps of Engineers, Architectural and Engineering Instructions

Design Criteria

Design Manual for Architect- Engineers, Designers and Division Personnel

Architectural and Engineering Instructions Design Criteria

USAF Fire Station Design Guide

USAF Manual 32-1084, Facility Requirements

UFC 3-101-01 Architecture

UFC 4-730-10 Fire Stations

2004-05 Mass Notification Systems in Military Construction Projects.

UFC 4-010-01 DoD Minimum Antiterrorism Standards for Buildings

UFC 4-010-02 DoD Minimum Antiterrorism Standoff Distances for Buildings (FOUO)

UFC 1-200-01 General Building Criteria

UFC 1-200-02 High Performance and Sustainable Building Requirements

UFC 1-201-01 Non-Permanent DoD Facilities in Support of Military Operations

NFPA 101 Life Safety Code

International Building Code (IBC)

UFC 3-600-01 Fire Protection Engineering for Facilities

AFI 32-1024, Standard Facility Requirements

Architectural Barriers Act (ABA)

Value Methodology (VM) Standard (SAVE International)

ASTM International Standard Practice for Performing Value Engineering (VE)/Value Analysis (VA) of Projects, Products and Processes, E1699-14, Active Standard: E1699-14

USACEHQ COVE Policy Letter #2015-02

1.3.6.3 Building Components

The functions of the building will be grouped as

i) Office & Administration Activities

ii) Personnel Lodging, Training and Fitness Activities

iii) Storage and Maintenance Activities. Each vehicle bay shall be capable to house the largest vehicle which is ARFF Truck – Striker.

The orientation of the parking of the vehicles shall avail the shortest response time for Crash and Fire events. Therefore Crash vehicles shall reach to the apron side directly from the bays, in the same manner, the Fire vehicles shall directly reach to the streets of the base in case of an event.

The total gross area of the building shall not exceed the programmed area on the DD1391. Gross area shall be calculated in accordance with UFC 3-101-01 Section 2-2. A diagram shall be provided showing how the area calculations were arrived and verified with the DD1391. The functional solution of the floor plans of the facility and orientation of the spaces shall be as shown on the Conceptual Floor Plans that have been furnished with the RFP package. Room numbers listed under paragraph 1.3.6.3.1 refer to the room numbers given in the conceptual floor plans.

1.3.6.3.1 Room Descriptions

a. First Floor:

Room No. 101: The Lobby space will be 23.1 m² minimum, serve as the entrance to the administrative section of the facility and will function as a gathering/waiting space for the visiting public. Lobby will be in the control of the secretary. It will be designed to be recognizable from the outside and a well-lit, inviting space. A LEED-compliant walk-off mat at entrance, magazine racks, and tack surfaces shall be provided.

Wall surfaces shall be plastered, preceded with gypsum veneer plaster, puttied, primed, and finished with a low-maintenance, durable industrial egg-shell latex paint. Floor surfaces shall be finished with roll type vinyl material and vinyl cove bases. Minimum clear ceiling height shall be

2.7 m, an acoustical suspended ceiling with 60 x 60 cm tiles shall be provided. Access to the enclosed stair well leading to the second floor of the administrative section will be in the lobby and shall be done through a 90 minute rated door, steps and risers shall be finished with non-skid granite stair tiles.

As well as the stairs and ABA compliant elevator shall be provided at the Lobby.

Room No. 102: HQ Computer Room will be 17.5 m² in size, floor surfaces shall be finished with carpet tiles and laminated wood base. Suspended ceiling system and the wall surfaces shall be identical with the lobby.

Room No. 103: Hazmat Safety Office will be 11.2 m² in size, floor surfaces shall be finished with carpet tiles and laminated wood base. An acoustical suspended ceiling with 60 x 60 cm tiles shall be provided, wall surfaces shall be plastered, preceded with gypsum veneer plaster, puttied, primed, and finished with a low-maintenance, durable industrial egg-shell latex paint.

Room No. 104: Inspector's Office will be 17.5 m² in size, floor, wall and ceiling finishes shall be same as Room No. 103 above.

Room No. 105: EOC Situation Room will be 29.6 m² in size, the Emergency Operations Center

Situation Room will be a specialized conference room used in cases of major operations to manage and coordinate rescue and emergency service efforts, if required by the Installation mission. It will be set-up to handle planned and ad-hoc meetings and a high volume of telephone and computer communications.

A conference table, conference room chairs, side tables, retractable projector screen, and overhead projector, other audio/visual equipment, televisions, wall-mounted grid map and map racks, and tack and dry-erase boards shall be provided. Classified information may be accessed in this room, a minimum

STC rating of 50 shall be provided for the walls and doors. Walls shall extend to the structural floor/ceiling deck above. An acoustical suspended ceiling with 60 x 60 cm tiles shall be provided, wall surfaces shall be preceded with gypsum veneer plaster, puttied, primed, and finished with a low-maintenance, durable industrial egg-shell latex paint.

Room No. 106: The Mechanical Room of the building will be sized as required to accommodate the necessary mechanical equipment and required clearances. Access shall be done directly from the outside through a double leaf metal door. Floor surfaces shall be hardened and sealed concrete, walls shall be plastered and painted with acrylic based paints, and ceiling slab shall be exposed, plastered and painted as the walls.

Room No. 107: The Electrical Room of the building will be sized for the equipment required to be placed in it and all required clearances. Access shall be done directly from the outside through a double leaf metal door. Floor surfaces shall be hardened and sealed concrete, walls shall be plastered and painted with acrylic based paints, and ceiling slab shall be exposed, plastered and painted as the walls.

Room No. 108: The Communication Room of the building will be sized for the equipment required to be placed in it and all required clearances. Access shall be done directly from the outside through a single leaf metal door. Finishing materials shall be identical with Rooms No. 106 and 107.

Space No. 109: The corridor of the first floor of the Administration Area shall be a minimum 1.30 m wide and sized according to the various building codes. Wall surfaces shall be plastered, preceded with gypsum veneer plaster, puttied, primed, and finished with a low-maintenance, durable industrial egg-shell latex paint. Floor surfaces shall be finished with roll type vinyl material and vinyl cove bases.

Minimum clear ceiling height shall be 2.4 m, an acoustical suspended ceiling with 60 x 60 cm tiles shall be provided.

Room No. 110: Hose storage room shall be 20.90 m² in size. Hoses shall be rolled and stored on fixed or mobile storage racks. A low-maintenance, durable finish such as industrial latex or epoxy paint shall be provided for walls and exposed ceiling. Floor shall be leveled, sealed and sloped towards a floor drain.

Movable racks for roll-up hose storage shall be provided.

Rooms No. 111 and 112: The subject rooms will be used as the toilets for male and female personnel.

Each bathroom will contain two toilet cubicles, two lavatories, with mirrors and shelves. Two urinals with high pressured laminate separators shall also be provided for the men's toilet. The toilets shall be

ABA compliant, therefore, in each toilet room one toilet stall and one lavatory will be sized and arranged for the use of handicapped personnel. Floor surfaces shall be non-skid ceramic tile, wall surfaces shall be ceramic tile that will extend up to 10 cm above the suspended ceiling. A perforated aluminum suspended ceiling system will be provided for the bath rooms.

Room No. 113: Recreation Room shall be 32.90 m² in size, this room will provide space for the firefighters to engage in noisier recreational activities, such as table games or video games and is in addition to the Day Room. The Recreation room shall have a direct access from the apparatus bay, and a fire exit that opens directly into the egress corridor of the administrative area. Also a window shall be provided in the wall that separates the room from the apparatus bays. A low-maintenance, durable finish such as industrial egg-shell latex paint shall be used for the walls. Durable commercial carpet tiles with laminated wood base boards shall be used for the floors. An acoustical suspended ceiling shall be provided for the room. An STC rating of 50 to 55 shall be provided for the walls that separate the room from the rest of the office spaces.

Room No. 114: Deployment Gear Storage shall be 18.10 m² in size. This storage space shall be utilized for storage of firefighting gear required for military deployment. The gear may be used by reservists and/or active duty military personnel and includes ventilated lockers with open shelving. A low-maintenance, durable finish such as industrial latex or epoxy paint shall be used for walls and exposed ceiling, floor surfaces shall be leveled and sealed. Open 600 mm by 600 mm by 1800 mm high wire mesh metal lockers that include shelves and clothes hooks shall be provided. Locker layout shall permit free air circulation around and throughout clothing.

Room No. 115: Spare PPE Storage Room shall be 8.9 m² in size and shall store extra PPE gear for firefighters and reservists currently not on duty. The space shall include gear lockers with an open shelving storage system. Finishing materials shall be identical with Room No.114. Open 600 mm by 600 mm by 1800 mm high wire mesh metal lockers that include shelves and clothes hooks shall be provided for the room. Locker layout shall permit free air circulation around and throughout clothing.

Room No. 116: Second Stair well leading to the second floor of the Administrative section and the

Lodging Rooms will be at the end of the corridor, steps and risers shall be finished with non-skid granite stair tiles.

Spaces No. 117 and 126: The Apparatus Bays of the facility will be a total of 1416 m² in size, the total number and sizes of the bays are determined per the existing and future requirements of the Fire

Department of Incirlik Air Base. Each vehicle bay is sized to be capable to house the largest vehicle which is ARFF Truck - Striker. The orientation of the parking of the vehicles will avail the shortest response time for crash and fire events. Therefore, crash vehicles will reach to the apron side directly from the bays, in the same manner, the fire vehicles will directly reach to the streets of the base in case of an event. Each bay of the Apparatus Area shall include the required support utilities (drops) for vehicles such as exhaust, compressed air, hot and cold water, lighting, and power. Minimum ceiling height shall be 4.26 m, wall and ceiling surfaces of the bays shall be finished with epoxy based paints.

Floor surfaces shall be hardened and sealed concrete, floor shall be sloped towards the trench drains.

Minimum 75-mm diameter water service with 62-mm diameter National Standard Threads ball-valve outlet to each vehicle shall be provided. Also an emergency eye wash and shower, and foot-operated mop sink with mop hanging rack shall be provided for both 117 and 126. Standard hot and cold water hose bibs shall be provided for each two truck bays. Floor trench drains parallel to the centerline of each vehicle shall be provided. All apparatus bay drains shall be connected to an approved oil/water separator prior to discharge.

A Fire Apparatus Vehicle Exhaust Removal System (FAVERS) in compliance with NFPA 1500 shall be provided in order to eliminate 100% of vehicle exhaust emissions. A direct vent system that evacuates vehicle exhaust directly to the outside shall be provided. Compressed air system on self-retracting lines shall be provided at each vehicle bay. Apparatus bays shall have 4300 mm by 4300 mm, electric operated, fast acting type bay doors, with electric eye, and/or automatic reverse device. The doors shall be equipped with radio-operated closing devices that can be activated from the vehicle.

Room No. 118: Equipment Wash/Disinfection Room shall be 13.30 m² in size, and shall be used for the minor repair and maintenance of firefighters' equipment. A work bench with adequate lighting and ample storage shall be provided.

The wash/disinfection area shall be located adjacent to the maintenance area. It will include a wash-off area where incoming equipment can be washed, desalinated, and dried. When fire trucks return from a fire or other event, equipment will be brought into this area for cleaning and disinfection. Provide a floor mop sink, with hose and spray nozzle. Provide a minimum three-compartment stainless steel sink and a drip dryer rack. Provide compressed air supply. Provide floor drain Provide an oil-water separator. The equipment shall be taken from the truck directly to the wash and disinfection area prior to the truck's entry into the

Apparatus Bay. A 2400 mm by 1200 mm stainless steel work table shall be provided in the wash/disinfection room. An industrial grade 610 mm minimum work bench with storage shelving and spare parts bins shall be in the room. Provisions for hanging racks and open shelf storage units shall be considered. Wall surfaces shall be finished with ceramic wall tiles, and non-skid ceramic floor tiles shall be used as the floor finishing.

Room No. 119: Restroom with two toilet stalls, two urinals and two lavatories. Floor surfaces shall be non-skid ceramic tile, wall surfaces shall be ceramic tile that will extend up to 10 cm above the suspended ceiling. A perforated aluminum suspended ceiling system will be provided for the bath rooms.

Room No. 120: Work / Equipment Maintenance Room shall be 12.00 m² in size, damaged equipment that has been cleaned, shall be repaired in this room. Provide compressed air supply. Wall surfaces shall be finished with durable industrial latex or epoxy paint, floor surfaces shall be leveled and sealed concrete and a perforated aluminum suspended ceiling system shall be provided for the room.

Rooms No. 121 and 123: The subject rooms shall be used as the offices of Assistant Chief / Shift

Supervisor's (11.70m²) and Station Officer's Office and Watch Desk (9.20m²). Station officer and/or company officers shall perform their administrative functions. For Satellite stations the Station

Officers office may serve to control public access to the station. The Watch Desk function shall be in the

Station Officer's Office and shall receive emergency calls from the Dispatch and shall contain the security monitors for the station. It will be occupied 24 hours a day/7 days a week. Floor surfaces shall be finished with carpet tiles and laminated wood base. An acoustical suspended ceiling with 60 x 60 cm tiles shall be provided, wall surfaces shall be plastered, preceded with gypsum veneer plaster, puttied, primed, and finished with a low-maintenance, durable industrial egg-shell latex paint.

Room No. 122: Hazmat / CBRNE Equipment Storage Room shall be 12.00 m² in size, and shall be used for housing only equipment classified for use with hazardous materials. Wall surfaces shall be finished with durable industrial latex or epoxy paint, floor surfaces shall be leveled and sealed concrete and a perforated aluminum suspended ceiling system shall be provided for the room.

Room No. 124: PPE Gear Storage and Protective Clothing Laundry Room shall be 93.00 m²in size, the

Personal Protective Equipment (PPE) area shall be used to provide storage for the firefighters' protective gear. A well-ventilated locker shall be assigned to each member of the firefighting crew. Sufficient floor area in front of each locker will be required for easy access during emergencies. The area will be kept under constant negative pressure to evacuate gaseous emissions from stored gear. Open 600 mm by 600 mm by 1800 mm high wire mesh metal lockers including shelves and clothes hook shall be provided.

Locker layout shall be arranged to permit free air circulation around and throughout clothing. A low-maintenance, durable finish such as industrial latex or epoxy paint shall be used for the walls of the PPE

Gear Storage section of the room, and floor surfaces shall be leveled and sealed concrete.

Protective Clothing Laundry section of the room shall be utilized to wash and disinfect firefighters' protective clothing/gear. Commercial-grade washers and dryers and a drip-dry rack shall be provided. It shall be directly accessible from the Apparatus Bays and the outdoors. Walls of this section shall be finished with ceramic wall tiles extending up to

2.20 m. from the floor level. Floor surfaces shall be non-skid ceramic tile. Hot and cold water and an open-end drain shall be provided for each washer. A floor drain shall be provided; all drains shall be connected to an oil/water separator with holding tank. A perforated aluminum suspended ceiling system shall be provided for the room.

Room No.125: Central Stair well and the elevator leading to the Lodging Rooms will be isolated from the Apparatus Bays by 90 minute rated fire doors and 20 cm thick concrete block masonry walls with grout filled cells. Steps and risers shall be finished with non-skid granite stair tiles.

Space No. 127: Vehicle Maintenance Bay of the Facility shall be 111.8 m²; this space shall be mainly used to service and repair firefighting vehicles. At times, this bay may be used as an additional

Apparatus Bay as well. The bay is sized to accommodate the largest vehicle and the equipment required to service it. As it is at the Apparatus Bays, minimum ceiling height shall be 4.26 m, wall and ceiling surfaces shall be finished with durable industrial latex or epoxy paint, floor surfaces shall be leveled and sealed concrete. The Vehicle Maintenance Bay shall have a fire exit door that opens directly to the outside

A Fire Apparatus Vehicle Exhaust Removal System (FAVERS) in compliance with NFPA 1500 will be provided to eliminate 100% of vehicle exhaust emissions. A direct vent system that evacuates vehicle exhaust directly to the outside will be preferred. Compressed air system on self-retracting lines and an overhead lift / crane shall be provided.

Room No. 128: The subject rooms shall be used as the office of the Vehicle Maintenance Bay and shall be 13.8 m² in size. Floor surfaces shall be finished with roll type vinyl that will be complete with cove bases. An acoustical suspended ceiling with 60 x 60 cm tiles shall be provided, wall surfaces shall be plastered, preceded with gypsum veneer plaster, puttied, primed, and finished with a low-maintenance, durable industrial egg-shell latex paint.

Room No. 129: The Storage Room of the Vehicle Maintenance shall be 18.0 m² in size and it is directly tied to the Vehicle Maintenance Bay. The room shall be used to store spare parts and tools required for vehicle maintenance and service. It will accommodate shelving storage and adequate floor area for storage of large items such as tires and wheels. Room height shall be minimum 4.26 m as the

Maintenance Bay. Industrial storage shelving units and racks shall be provided for the room. Wall and ceiling surfaces shall be finished with durable industrial latex or epoxy paint; floor surfaces shall be leveled and sealed concrete.

Room No. 130: The Self-Contained Breathing Apparatus (SCBA) Maintenance Room shall be 16.30 m² in size and shall be used for the maintenance and minor repair of the SCBA equipment. It will include a work bench, ample task lighting, and shelving for storage of parts and equipment. The room will also contain a Mask Pressure Testing Machine.

A separate but directly adjacent SCBA Compressor Room will be provided to house the main compressor unit used to charge the apparatus with filtered air. There will be a direct access between these rooms. This space will include sound attenuation. A compressed air supply line will be provided from this room to the SCBA Maintenance Room. Wall and ceiling surfaces shall be finished with durable industrial latex or epoxy paint, floor surfaces shall be leveled and sealed concrete.

Room No. 131: Fire Extinguisher Inspection Room shall be 9.00 m²in size. A low-maintenance, durable finish such as industrial latex or epoxy paint shall be used for walls and exposed ceiling, floor surfaces shall be leveled and sealed.

Room No. 132: Flight Line Fire Extinguisher Maintenance Room shall be 13.50 m²in size and shall be used as the indoor storage / maintenance room. The room shall accommodate a work bench with adequate lighting to perform maintenance and service of extinguishers, safety cage, scale, recharge kit, and parts storage bins. The agent recovery tanks shall be located outside the exterior wall of this room and shall be connected to a discharge point inside the room. A low-maintenance, durable finish such as industrial latex or epoxy paint shall be used for walls and exposed ceiling, floor surfaces shall be leveled and sealed.

Room No. 133: Non-Flight Line Fire Extinguisher Maintenance Room shall be 13.50 m²in size and shall be used as the indoor storage / maintenance room and shall accommodate a work bench with adequate lighting to perform maintenance and service of extinguishers, safety cage, scale, recharge kit, and parts storage bins. Open shelving for storage of extinguishers shall be provided.

Room No. 134: The subject area shall be used for the third stair well leading to the second floor of

Lodging Rooms. The stairs shall be directly leading to the exterior of the building and shall be used as an emergency exit. Steps and risers of the stairs shall be finished with non-skid granite tiles.

b. Second Floor:

Rooms No. 201 and 202: These rooms shall be used as the Office and Private Conference Room of the

Fire Chief and shall be 34.1 and 11.6 m² respectively. The office room shall include a typical office space and workstation, the private conference room shall be adjacent to the office and shall house a small conference table. Floor surfaces of the rooms shall be finished with carpet tile, wall surfaces shall receive an egg-shell textured latex paint, an acoustical suspended ceiling system shall be provided for both of the rooms.

Room No.203: Deputy Chief's Office shall be 11.20 m² in size and shall be close to the Fire Chief's

Office, all finishing materials shall be identical with room No. 201.

Rooms No.204, 205, 206, 207, 208, 209 and 215: These rooms shall be used for the various offices

Deputy Chief's Office shall be 11.20 m² in size and shall be close to the Fire Chief's Office, all finishing materials shall be identical with room No. 201. An office desk, office chair, file cabinet, bookshelf, desk lamp, and an additional side chair shall be considered as standard furniture for each office. Room No.

215 shall be used as a reserve office. Rooms No. 207 and 209 shall be used as general storage spaces for the administration areas.

Room No. 210: The subject room shall be 78.04 m² in size and used as a classroom space for the continuing education and training of the fire station staff, and occasionally for the public. It is sized to accommodate the entire on-duty population of the Fire Department. The room shall have audiovisual capabilities with phone and internet connections. As storage room is located to be adjacent to the room and shall be used for the storage of audiovisual equipment, media, additional equipment and furnishings.

Floor surfaces shall be finished with roll type vinyl material and vinyl cove bases. Minimum clear ceiling height shall be 2.4 m, an acoustical suspended ceiling with 60 x 60 cm tiles shall be provided. Entrance to the room shall be done through a 90 minute fire rated door and the room shall have a second emergency exit that leads to the landing of the fire escape stairs of the lodging units.

Space No. 211: The corridor of the second floor of the Administration Area shall be a minimum 1.30 m wide and sized according to the various building codes. The corridor of the second floor shall be connected to the corridor of the Dorm section. Therefore stairs and a folding type stair elevator for handicapped personnel shall be provided between the two different elevations. Wall surfaces shall be plastered, preceded with gypsum veneer plaster, puttied, primed, and finished with a low-maintenance, durable industrial egg-shell latex paint. Floor surfaces shall be finished with roll type vinyl material and vinyl cove bases. Minimum clear ceiling height shall be 2.4 m, an acoustical suspended ceiling with 60 x

60 cm tiles shall be provided.

Rooms No. 212 and 214: The subject rooms will be used as the toilets of the second floor of the

Administrative Area and shall be identical with the toilet rooms of the first floor. These toilets shall be

ABA compliant as well, therefore, in each toilet room one of the cubicles and a lavatory will be sized and arranged for the use of handicapped personnel.

Rooms No. 213: The subject room shall be used as the Janitor Room of the second floor of the

Administrative area. A floor mounted mop sink, and storage shelves shall be provided for the room. The wall surfaces around the mop sink shall be covered with ceramic tiles. Floor surfaces shall be finished with roll type vinyl, walls shall be painted with latex paints. A perforated aluminum suspended ceiling system shall be provided.

Rooms No. 217 through No. 240: As it was discussed and decided during the charrette meeting a total of

24 dorm rooms are provided for firefighting personnel. Dorm Rooms shall be the private quarters of the firefighters and shall be used for sleeping during 24-hour shift. Each room shall be shared between two firefighters of different crews/shifts so that the room will never be occupied simultaneously. Individual lockers shall be provided for each firefighter. Bunk beds shall be used in order to give each firefighter an individual bed. Floor surfaces of the rooms shall be finished with carpet tile, wall surfaces shall receive an egg-shell textured latex paint, an acoustical suspended ceiling system shall be provided for the bed rooms. An STC rating of 50 to 55 shall be provided for the rooms.

Room No. 241: The Laundry shall be 43.3 m² in size, and shall contain washers, dryers, and a folding table for use by the firefighters. This laundry room shall be only used for personal clothing of the firefighters and occasionally for laundry from the common areas of the fire station. It will not be used for any firefighting gear. Hot / cold water supply and an open end drain to each washer, a floor drain and a deep laundry sink shall be provided. At least two washers and four dryers, a folding table and drying rack shall be provided. Floor surfaces shall be non-skid ceramic tile, wall surfaces shall be ceramic tile that will extend up to 10 cm above the suspended ceiling. A perforated aluminum suspended ceiling system will be provided for the laundry.

Room No. 242: The Fitness Room shall be 43.70 m² in size and shall promote health and physical fitness of fire department personnel. The Fitness Room should accommodate the latest in fitness machines, as well as more traditional equipment. It is located to be close to the Physical Therapy / Sauna / Bathroom /

Shower and Changing Room. Floor surfaces shall be finished with roll type vinyl, walls shall be painted with durable, industrial type egg shell latex paint. An acoustical suspended ceiling system with ceiling fans shall be provided for the fitness room as well. Wall and floor outlets to accommodate fitness machines such as treadmills, bikes, and stair-step machines shall be provided. A full-wall-height mirror shall be provided on one wall.