Attachment 3 RAF Mildenhall Base Standards Sep 2022.pdf

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SEPTEMBER 2022

RAF MILDENHALL

UNITED KINGDOM

BASE STANDARDS

BOA Number: FA558724G0001 Attachment 3

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Welcome 1.0

Front Sheet, Contents and Introduction 1.0

Contractor and A/E Responsibilities 2.0

Architectural 3.0

Civil/Structural 4.0

Environmental 5.0

Fire Protection 6.0

Engineering 7.0

Anti-terrorism/Force Protection 8.0

Communications 9.0

Miscellaneous Technical Publications from DIO 10.0

TABLE OF CONTENTS

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INTRODUCTION

1.3 INTRODUCTION

This describes what the Base Standards are, what they do, how and where they will be used, how they will be made available and revision procedures. Facility Managers and Technical Contributors are listed.

1.3.0 Change Management

1.3.0.1 Change Program

Standards will be distributed for comments, adjusted, reviewed and re-issued according to the following schedule.

Request updates from Commanders/Facility Managers/Contributors 1 Apr Comments Deadline 1 Jun Update Deadline 1 Jul Brief BCE/CE/DIO etc. on new document 1 Aug Final adjustments/ BCE Approval 14 Aug Load up prior to release 1 Sept Formal Issue to DE, Contractors etc. 1 Oct

1.3.0.2 Change management

The document is intended to be flexible, to accommodate new procedures, materials and equipment.

New sections will be identified as new at the front page. ‘Document Headers’ identify last revision dates. Revisions will be reviewed as far as possible by the BCE, DIO, and contributors prior to issue.

1.3.1 Definition

Base Standards establish technical and aesthetic standards for the built fabric and technical installations, and working practices for A/Es and Contractors working on base. Specifications ensure technical compatibility, visual continuity, ease of maintenance, adequate services engineering, fire protection and security. Control over materials and design is also exercised by the most stringent of US Forces Regulations (such as ETLs and UFCs), and UK Building Regulations etc. Some Regulations and other sources of information are provided at Section 1.4 ‘References’, but is not exhaustive. Note that as this is a living document it will change.

‘Contractor and A/E Responsibilities’ define procedures to access the Base (passes etc.), requirements to execute work (‘Siting Approval’ and ‘Permission to Dig’) and Format Standards for ‘As Built’ documents. ‘Site Management’ includes signage to be installed on compound enclosures.

‘Architectural’ items describe materials and colors including external windows, bollards, fences, paving, parking, benches and gazebos. Internal finishes include kitchen units, locks and ironmongery, sanitary ware, signage and blinds. ‘Landscaping’ provides guidance on ground reinstatement and a plant list that should survive on the sandy soils. ‘Civil/Structural’ includes foul and surface water drainage and hazardous waste. ‘Pavements’ provide a visual link between spaces that enhance the visual character of the Base. ‘Environmental’ describes surface water disposal in compliance with Environmental Agency requirements. ‘Fire Protection’ specifies extinguishers and hydrants.

‘Engineering’ includes Building Management Systems, Fire Alarms and Electrical and Mechanical Installations to ensure installations are compatible with existing and ‘Sustainability’ to ensure project designs minimize consumption of utilities and meet LEED standards. ‘Communications’ includes AFRTS and Premise Wire Architecture. AT/FP measures minimize the threat of terrorism.

1.3.2 Goal

The goal is consistency and continuity in the design and construction of facility interiors, exteriors and technical installations that contribute to Installation Excellence. This will be achieved by reference to the Standards at project briefing, design and construction stages. Facility managers will consult Base Standards and appropriate governing AFIs when assembling a 332/Work Order. Design Instructions will include the statement: ‘Designs must comply with the following documents’ which will include the current issue of Base Standards and the agreed list of Regulations applicable to a project. At project start, 100CES Project Managers will contribute to a list of UK and US Regulations to be taken into account by the design team.

The Design Team will list all References, Regulations and the date of issue of Base Standards referred to in their Design. The Base Standards will be issued by DIO as a Contract Document for design teams and contractors during design and construction.

1.3.2 Authority

Responsibility for Base Standards is delegated by the Wing Commander to the BCE.

1.3.3 Stakeholders

Personnel that influence, or are directly influenced by, Base Standards include the following:

1.3.3.1 Facility Managers

Manage the day to day maintenance and upkeep of facilities, from a single room to a series of buildings. Facility Manager Training distributed by Customer Service includes a link to Base Standards.

1.3.3.2 Project Managers

Mildenhall CE personnel responsible for taking projects from start to finish and acting as the Mildenhall focal point for a Project Team. They ensure a current copy of Base Standards is in use at project start.

1.3.3.3 Project Team

Responsible for a particular project and includes the User, CE Project Manager, CE Technical Team, DE Project Sponsor or Project Manager, Commercial Project Manager (CPM), Contractor and Design Team.

1.3.3.4 The Technical Team

Mildenhall CE personnel that have provided material for the Base Standards. They review Design Stage submittals, monitor the construction stage and ensure compliance at completion.

1.3.4 Regulations

Base Standards are always over-ridden by the more onerous of UK Building Regulations or USAF ETLs (Engineering Technical Letters), UFCs (Unified Facilities Criteria), NFPA (National Fire Prevention Association) or Energy Conservation Regulations. UK and USAF Regulations are updated and superseded on a regular basis and current documents must be used.

A list of references is provided at 1.4, but is not exhaustive.

1.3.5 Application

All sections in the Base Standards are Mandatory unless noted as otherwise. Where items are Mandatory, the cost of compliance is accepted. Internal finishes standards apply mainly to office areas, whether or not CE funds Maintenance and Repair costs. This controls replacement and cleaning costs, maintains continuity and ensures compliance with US and UK Regulations. The Housing Framework Contract is not included in Base Standards. Items proposed that do not meet base standards must be proven to be suitable in terms of durability, performance specification and appearance and meet USAF Regulations where applicable.

Preparing a Work Order: Facility Managers will confirm the ‘User Group’ of the space concerned and the Base Standards to be followed. A Waiver process is available for approval of non-Base Standard items.

Waivers are submitted with a copy of the current Standard and a sample and justification for the alternative material, to the BCE for approval. The Waiver must be approved before preparing the Work Order and a copy placed in the Work Order folder.

Work Orders within the Airfield Environment: In accordance with USAFE 32-1007 Para A2.3.2, construction waiver requests must be submitted at least 45 days before the schedule construction start date, or an emergency construction waiver when 45 days are not possible. The Airfield Manager (AFM) and Flight Safety must be notified no less than 14 working days prior to beginning construction/work on the airfield. NOTE: Emergency maintenance and repair requirements and routine maintenance activities such as mowing and maintenance of airfield systems, are exempt from this requirement.

1.3.5.1 Examples of facilities where CE funds maintenance and repair costs, subject to change.

352 SOW (352MXS): B539, B586, B712, B727, B775, B782, B788, B802, B803, B804, B1381, B1541.

352 SOW (7th SOS): B720, B739, B740, B793. CE is only responsible for requested maintenance and repair under $2500, over $2500 and if work is functionally unique SOW provides funding. The exception being BMC, anything carried out under BMC then CE pay (this may or may not be relevant to this tasking).

352 SOW (352 OSS): B516, B517, B543, B619, B621, B744, B754, B755, B802, B811, B1541. 352 SOW (21 SOS): B539 (also listed with 352 MXS).

1.3.5.2 Examples of facilities where CE is reimbursed for maintenance and repair costs, subject to change.

AAFES (B163 BXtra): for functionally unique items (chandeliers etc.): this is the responsibility of the occupier. DAPS (B578 Document and Photocopying Unit) DECA (B127 Commissary) 727/AMC (B544 Admin, B545 Warehouse, B599 Air Freight Term, B659 C17 Parts Storage Warehouse, B1376 Munitions Store) MEDICAL (B446 Dental Clinic, B830 Surgical Clinic) SERVICES (B436 Dining Hall, B437 Galaxy Club, B464 Middleton Hall, B160 Bowling Alley, B463 North side Sports Centre, B849 South Side Sports Centre, B288 CDC, B293 AYA, B424 , Bob Hope Club) SDDC/Army Surface Deployment and Distribution Command (B553 Admin, B599 Air Freight Terminal - part)

1.3.5.3 Note that all information described as ‘For Official Use Only’ (‘FOUO’) in the ‘Base Standards’ are agreed by the Controlling Authority to being made available to the general public.

1.3.5.4 Mandatory items:

2.0 Contractor and A/E responsibilities.

3.25 Landscaping

4.0 Civil/Structural

5.0 Environmental

6.0 Fire Protection

7.0 Engineering

8.0 AT/FP

9.0 Communications

1.3.5.5 Ref 3.0 Architectural, the following items are Mandatory:

3.1 Bollards

3.6 Locks and ironmongery

3.7 Materials and colors (external)

3.10 Roads and parking

3.11 Sanitary ware

1.3.5.6 The following items are Advisory:

3.2 Doors (industrial)

3.3 Doors (internal and external)

3.4 Fence screens

3.4 Dumpster enclosures

3.5 Kitchen Units

3.8 Materials and colors (internal)

3.9 Paving

3.12 Signage (external)

3.13 Signage (internal)

3.14 Windows

3.15 Window blinds

3.16 Planters and lamp post protectors

3.1 Bollards (lit to match existing)

3.17 Post and chain

3.18 Benches

3.19 Butt cans

3.20 Cycle shelters

3.21 Gazebos

3.22 Waste bins

3.23 Fixings

1.3.6 Availability

This Base Standards document is available in two ways:

a) On CD-ROM on request from Room F30, DIO Business Support, B680, RAF Mildenhall (01638 54 2026).

b) To those with access on RAF Mildenhall SharePoint site.

1.3.7 Contract issues

DIO Mildenhall will include the document as part of the Specification for contracts at Mildenhall. Should any item herein contradict the explicit direction of the contract, the contract takes precedence.

1.3.8 Technical Team

Section 1: Front Sheet/Contents/Intro 100CES/CENPL, 238 4974 Section 2: Contractor, A/E Responsibilities 100CES/CENPL, 238 4974

100CES/CENPL, 238 4974

DE Manager, 238 5670

Section 3: Architectural 100CES/CENPL, 238 4974 Section 4: Civil/Structural 100CES/CEOER, 238 5665 Section 5: Environmental 100CES/CEI, 238 5637

100CES/CEIE, 238 5831

Section 6: Fire Prevention 100CES/CEF, 238 4004/4005

100CES/CEF, 238 3911

Section 7: Engineering 100CES/CEN, 238 5656

100CES/CENMP, 238 5668 (electrical) 100CES/CEOER, 238 5653 (mechanical) 100CES/CEN (energy savings)

Section 8: Communication 100CS/SCX, 238 3410 Section 9: AT/FP 100ARW/ATO, 238 3127 Section 10: Index 100CES/CENPL, 238 4974

1.3.9 Facility Managers/Building Custodians:

Information is available from Customer Service (CEOER), 238 3918.

100CES/CEN 238 5656

1.4 REFERENCES

1.4.0 Design Teams are responsible for designing in compliance with the more stringent of relevant UK and US Regulations. These regulations take precedence over Base Standards.

1.4.1 CE PMs will research and provide a list of relevant reference documents and regulations at project start. The Base Standards Technical Team will provide specific guidance as required.

RAF Mildenhall Base Standards April 2017

1.4.2 The Design Team should list all references and regulations incorporated into the design at each design stage submission.

1.4.3 Current UK Building Regulations are available online at:

http://www.planningportal.gov.uk/england/professionals/buildingregs/technicalguidance/bcappro veddocumentslist and go to, Building Regulations, Technical Guidance, Approved Doc.

1.4.4 The Architectural Barriers Act (ABA). Where applicable, designs must comply with the ‘Architectural Barriers Act Guidelines for Accessibility’. More information is available at https://www.access-board.gov/the-board/laws/architectural-barriers-act-aba

1.4.5 The following documents are available from the Air Force ePublications website:

http://www.e-publishing.af.mil/ Air Force Design Guides (AFDG) Air Force Engineering Technical Letters (AFETL) Air Force Handbooks (AFH) Air Force Instructions (AFI) USAFE Instruction 32-1007 Air Force Manuals (AFM) Air Force Pamphlets (AFP & AFPAM) Air Force Regulations (AFR) USAFE Instruction

1.4.6 Other USAF Regulations:

Other Air Force and CES publications including UFCs (United Facilities Criteria), are available at the Whole Building Design Guide website, http://www.wbdg.org/

1.4.7 The National Fire Prevention Association (NFPA) makes available a list of Codes and Standards by Document Number that are available in hard copy or on the Web by paid subscription.

(http://www.nfpa.org)

100CES/CEN 238 5656

1.5 Sample Request for Approval of Waiver to Base Standard

MEMORANDUM FOR: 100CES/CENPL

100CES/CEN

100CES/CC

IN TURN

DD MMM YYYY

FROM: name, rank etc.

SUBJECT: Request Approval of Waiver to Base Standard.

1. I request approval to the use of the non-Base Standard item described at Item 3 below.

2. I attach a technical/performance specification that proves compliance with requirements.

3. Justification: Description of elected item and justification.

4. If you have any questions please contact me on

///SIGNED///

Insert name Requestor

///SIGNED///

Andrew R. Myers, Lt Col, USAF Base Civil Engineer

Attachment:

1. Base Standard Waiver Application Technical Back-up sheet.

Distribution:

Project Manager Project Folder Base Architect or Planner

BOA Number: FA558724G0001 Attachment 3

1044626639C Rectangle

2.0 (Includes A/Es and other Consultants)

2.1 Base Passes, Clearance Certificates, Siting Approvals, Design Guidance and Technical Standards

2.1.1 (MANDATORY) Base Passes, Clearance Certificates and Siting Approvals:

2.1.1.1 Entry to the Base is restricted to personnel with an appropriate pass. Contractors should coordinate with DIO or the government project manager for more information.

2.1.1.2 At least 28 days prior to “any work that may disrupt aircraft or vehicular flow, base utility services, protection by fire or intrusion alarm systems, or other routine installation activities”: i.e.

digging, boring or trenching, contractors must request a signed ‘Base Civil Engineering Work Clearance Request AF Form 103 for the particular requirement described on the form. An emergency procedure is available. This is valid for 30 days following approval.

Should extended stoppages occur, a new Form must be processed prior to starting work. It may be practical to re-route the form through the POCs to update changes. The completed form and associated drawings must be retained at the site during the work.

2.1.1.3 Driving on the Flightline or Taxiway is restricted to persons in possession of an AF Form 483, Flightline Driving Pass, which must be renewed annually. This is available following a written and practical course of instruction and subsequent examination. Three weeks before the pass is required, contractors must request the 100CES PM to advise the Flight line Training Manager that a Flight line Driving Pass is required: courses are generally held on a weekly basis.

Drivers not certified to drive on the Airfield must be escorted by a certified driver.

2.1.1.4 Contractors wishing to take a private vehicle onto Airfield areas must obtain advance permission from Airfield Management and be in possession of USAF Form 449. Forms must be requested through the 100CES PM or 100OSS/OSA Airfield Manager, tel 238 7775.

2.1.1.5 Contractors working on or around the airfield:

2.1.1.5.1 Contractors must be in possession of USAF Form 582, Airfield Waiver to comply with USAFEI 32-1007. The form must be requested from the 100CES PM, 45 (forty five) days in advance of scheduled investigations or construction start. The contractor must provide the Project Number or Works Order number, start and finish dates and phasing, location plan, a description of the works, names and contact phone numbers of personnel and details (including heights) of vehicles and equipment. The 100CES Airfield Waiver Manager (currently Tony Lawrence, tel 238 5662) must be provided with details and will request the Waiver from Airfield Management.

CONTRACTOR RESPONSIBILITIES

2.1.1.5.2 Must be in possession of a completed USAFE Form 582-ORM (Operational Risk Management) Risk Assessment, and personnel must be in possession of a USAF Restricted Area Badge.

2.1.1.5.3 Must be in possession of a completed TERPS (Terminal Procedures/Air Traffic Procedures) Evaluation Sheet, available from Tony Lawrence 238 5662.

2.1.1.5.4 Must be in possession of associated plans and programs.

2.1.1.5.5 Must check in and out with Airfield Management Operations (tel 238 7775) at the start and finish of each working day and confirm whether Airfield Management wants them to remain in permanent radio contact via the Ramp Net. Contractors must sign out a radio before entering the airfield.

2.1.1.5.6 All construction sites on the Airfield must be marked in accordance with ETL 04-2, Para 9.2 Barricades, and requirements.

2.1.1.5.7 Contractors must contact the 100CES PM to determine the specific restrictions associated with each project. Site parameters such as access, parking, utility relocation, flood plain issues, noise-proofing and environmental requirements vary with each project. Any change in the details associated with the location etc. of a project must be coordinated with the 100CES PM and agreed in writing, with an associated drawing or plan showing relevant details, and a hard copy signed by all relevant parties, a hard copy to be retained on site.

2.1.1.5.8 Contractors must keep materials and equipment within the approved Contractor’s compound.

2.1.1.5.9 Proposals to close or restrict the width of any road for any length of time must be notified to the 100 CES, Requirements and Optimization at least four weeks in advance. Four weeks’ notice is required to alert other base agencies and personnel of the impending closure.

2.1.1.5.10 Contractors may be asked to continue working under restrictive conditions, such as restricted access. In the event of an increased threat situation, the contractor may be required to evacuate the site and leave the Base.

2.1.1.5.11 Entry to RAF Mildenhall will be via the Main Gate. Exit will be via the Lincoln Road exit.

2.1.1.5.12 Work Orders for work within the airfield environment must be signed by the Airfield Manager and coordinated with Comm., CE, Safety, Security Forces and USAFE TERPS before work may proceed. The Airfield Manager (AFM) and Flight Safety must be notified no less than 12 working days prior to beginning construction/work on the airfield. This does not apply to emergency repairs.

2.1.2. (MANDATORY)

2.1.2.1 The Architect/Engineer is responsible for obtaining information to comply with the latest design guidance and technical requirements. The most onerous of UK or US Regulations (Air Force, Navy, Army or DoD) will always apply.

2.1.2.2 The following documents are available from the 100CES PM to:

a) Provide technical information relating to existing and proposed equipment and installations.

b) Describe the selection of internal and external architectural components that ensure consistency in standards of design and construction and strengthen the fabric of the built environment.

c) Provide base personnel, A/Es and Contractors with information on civil and mechanical engineering, telecommunications and environmental technical standards for materials, installations and equipment.

d) Assist A/Es and contractors in the preparation of project design and documentation.

2.1.2.3 Facility Health and Safety Files containing ‘As-Built’ information for existing facilities are available from DE. They contain drawings and specifications for B&CE, M&E and other installations, Operating and Maintenance Manuals, Emergency Systems, Testing & Commissioning Certificates and Legionella and other Risk Assessments, where applicable.

2.1.2.4 Designs must comply with current Regulations, Standards and essential Design and Construction Criteria including the following USAF Regulations:

Air Force Design Guides (AFDG) Air Force Engineering Technical Letters (ETLs) Air Force Handbooks (AFH) Air Force Instructions (AFI) Air Force Manuals (AFMs) Air Force Pamphlets (AFPs), Air Force Regulations (AFRs), Unified Facility Criteria (UFCs) Engineering Guidance Letters (EGLs) The list should not be considered exhaustive.

Refer to section 1.4 References for sources of information. Also Contractors must confirm they are in possession of all relevant Regulations before design starts.

2.1.2.5 Designs must comply with the requirements of Fire Protection, Electrical, Life Safety and Fire Alarm Codes. These are available in alternative formats on subscription to the National Fire Codes Subscription Service on 1-800-344-3555 (0800 890 011, then 1-800-344-3555 from the UK) website http://www.nfpa.org.

DESIGN GUIDELINES & TECHNICAL STANDARDS

2.1.2.6 Disabled Accessibility: See Section 3.0.26 for ABA requirements.

2.1.2.7 Facilities must be located, planned and designed in accordance with AT/FP (Anti- Terrorism/Force Protection) requirements. Contractors may request relevant material described as ‘For Official Use Only’ (FOUO) from the 100CES PM. Information is available from the References at Section 1.4

2.1.2.8 The Contractor shall notify the Base Civil Engineer through the 100CES PM, as part of the initial design submittal, of any structural, fire, safety, or other deficiencies in relation to local, state, national, and Air Force codes. The Base Civil Engineer shall determine which, if any, of the deficiencies not addressed in the original project definition shall be added to the project scope.

POC:

100CES/CEN

238 5656

DESIGN GUIDELINES & TECHNICAL STANDARDS

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SECTION 1

DISTRICT 1: HERITAGE DISTRICT

DISTRICT 2: AVIATION DISTRICT

DISTRICT 3: COMMMUNITY

DISTRICT 4: DORMITORY

DISTRICT 5: HOUSING

3.0 ARCHITECTURAL

3.1 BOLLARDS

3.1.1 Bollard Types (ADVISORY)

This document includes details of acceptable materials. Materials from other manufacturers that meet these requirements can be submitted with evidence of comparability for review and approval.

Type 1a: basic bollard (not anti-ram). Type 1b: basic ‘anti-ram’ rating bollard.

Obtain CE approval in writing in advance to install any of these other bollards:

Type 2a (lit bollard), not anti-ram

Type 2b (lit anti-ram bollard)

Type 3 (coffin anti-ram bollard), manually/hydraulically operated Type 4 (telescopic anti-ram bollard)

3.1.1.2 All bollards are to be specified as ‘standard’ or ‘ram-raid’, as required.

Follow manufacturer’s recommendations for suitable concrete footings to provide required resistance to vehicle impact of specified weight, speed and angle of approach. AT/FP must confirm whether resistance to a 30 ton vehicle travelling at 30mph is adequate protection from the available angle of approach.

3.1.1.3 All bollards are to be finished in standard 2 pack epoxy acrylic paint system. This provides 5 – 10 years to first maintenance. Alternative special finishes must be agreed with CE. Bollards must be cleaned and the paint finish touched up on a regular basis to maintain their appearance as required. Coffin bollards must be lifted and lubricated regularly to maintain operating efficiency.

3.1.1.4 All bollards on roads or in car parks are to be finished in black with white raised rings plus white reflective tape between the top two rings to improve visibility for drivers. This must be fitted during manufacture.

3.1.1.5 All other bollards must be black with white raised rings without the reflective tape.

3.1.1.6 Install at maximum 4ft (1220mm) centers to meet AFI 32-1071.

3.1.1.7 Note that costs will fluctuate with the cost of steel.

3.1.1.8 Bollards of equivalent appearance and physical properties from other manufacturers may be submitted for approval by the BCE.

BOLLARD TYPE 1A

BOLLARD TYPE 2B

BOLLARD TYPE 3

3.1 BOLLARDS

M A DE WITH BY EGOT Y PE DE SIGN

3.1.1.10 Bollard (Type 1b) Basic anti-ram bollard: 1m high, 140mm o/a diameter (CIS Ref 153rr).

3.0.1.11 Bollard (Type 2a) Lit bollard (not anti-ram): 1m high, 140mm o/a diameter, Complete with 50W High Pressure Sodium lamp (CIS Ref 153i).

3.1.1.12 Bollard (Type 2b) Lit anti-ram bollard: 1m high, 140mm o/a diameter, complete with 50W High Pressure Sodium lamp. Add a shield to restrict light output to 90, 180 or 270 degrees as required (CIS 153irr).

3.1.1.13 Bollard (Type 3) Coffin type ram-raid bollard: bollard with ground coffin box.

Bollard is 750mm high, 114mm o/a diameter, Check Lifting weight in kg. Finished in black with 3 white rings unless advised otherwise – please confirm prior to placing orders (CIS 153rr with Type 194 ground coffin box). These could be manually or hydraulically operated.

Both occur on base. Please consult 100 SFS integrated defense for instructions on which activation method is to be installed.

3.1.1.12 Bollard (Type 4) Telescopic ram-raid bollard: 670mm height above ground, 90mm diameter, (CIS Type 1903).

3.1.1.15 Installation details for Telescopic bollard:

Determine locations Bore hole of suitable depth and diameter Fill bottom of hole with 100mm depth of 20/12mm clean chippings Lower post onto chippings and adjust depth until lid of post is 5mm above ground level.

Position post central in hole and add chippings until post stands unaided.

Withdraw sliding post and make vertical using spirit level.

Add chippings to 500mm below ground level.

Fill remainder of hole to surface with 4: 2:1 concrete mix and finish to fall away from post.

Check level, retract post and lock into position.

Leave for 24 hours to set.

Always lower the post in a controlled manner – never allow to free fall.

Ground works required may vary according to ground conditions.

Maintenance:

Keep sliding post clean.

Flush out and lubricate lock with WD40 or similar, weekly.

Always close cover plate when not in use.

Failure to comply with these instructions can affect operation and invalidate the Warranty.

For details of ‘Charter’ lit bollard, to match existing installations, see Section 3.17.

3.1 BOLLARDS

3.2 DOORS (INDUSTRIAL)

Mar 2012: POC change, door note adjusted May 2012 amended.

3.2.0 (ADVISORY)

3.2.1 This document includes details of acceptable materials. Materials from other manufacturers that meet requirements can be submitted with evidence of comparability for review and approval.

3.2.2 All details of proposed Roller Shutter or Sectional doors must be submitted for approval.

3.2.3 All doors must have insulation and draught excluders to all edges. Roller shutter doors must have leading edge pressure sensors to reverse the doors on contact with an obstruction.

3.2.4 Suitable Sectional or Roller Shutter doors are available from Hormann UK Ltd., Kaba Henderson Bostwick, or approved equal with electrical operation and manual override.

3.3 DOORS (INTERNAL & EXTERNAL)

3.3.0 (ADVISORY)

3.3.1 Doors, frames, glazing apertures and ironmongery must be designed to meet specific requirements, such as UK and US Disabled access, Force Protection, Fire Resistance or resistance to physical attack, blast effects or noise etc..

3.3.2 The door manufacturer must operate a Quality System that meets BS EN ISO 9001.

3.3.3 Doors and frames must meet the appropriate British Standards.

3.3.4 Internal timber doors to offices to be flush faced with Crown Cut American White Oak veneer.

3.3.5 External doors and frames must be made of metal for durability.

3.3.6 Metalwork finished in white should be finished in Syntha Pulvin Plus, Matt Range ref 9016 (White) with a 25 year guarantee, or approved equal.

3.3.7 Metalwork finished in brown should be finished in Base Brown BS08B29 semi-gloss.

3.2 DOORS

SECTION 3.4: FENCE SCREENS &

DUMSTER ENCLOSURES (ADVISORY)

3.4.0 Visual screening and fencing to housing areas.

3.4.1.1 Comply with the current edition of BS 1722 for close boarded fences. Panel height 1.8m Apply 2 coats of Base Standard Johnstone’s Dark Oak water base stain, or approved equal, to timber at completion.

3.4.2.2 Gates require galvanized steel posts with their feet sunk into a concrete base for support. If the gates option is required the steel posts should be included at the initial construction stage, to avoid disturbing post footings at a later date.

3.4.2.3 An alternate louvered galvanized metal screen may be suitable for particular site conditions. The powder coated Orso Grill by Lang and Fulton is in use behind B 163, and is a good example of this. The powder coating means there will be no need to paint it, or apply a further protective coating. Prior approval is required. Apply through the project manager to

100 CES/CENP.

FENCE PANEL AND SCREENING SYSTEM CONCRETE POST AND TIMBER FENCE PANEL

SECTION 3.5: KITCHEN UNITS

3.5 KITCHEN UNITS

3.5.0 (ADVISORY)

3.5.1 Kitchen unit type.

This document includes details of acceptable materials. Materials from other manufacturers that meet these requirements can be submitted with evidence of comparability for review and approval.

All wall unit carcasses must accommodate 12 inch dia (305mm dia) dinner plates. Doors to be oak flat fronted.

Side panels and kick panels to match door color. Hinges must open 172 degrees.

Draw units to be metal sided.

Draws and doors to include ‘soft-close’ option.

Cornices and bottom trims are not required to wall units.

Units to meet BS 6222 Part 2 Level H 1997, or possess Furniture Industry Research Association (FIRA) Gold Award Certificate, Level H, verifying quality and performance for heavy domestic use.

Doors are to be of robust construction to BS EN 312, Part 1 and 2 1997. 10 year written Guarantee required.

Suitable kitchens: Jewsons ‘Monaco, Horizon Ferrara Oak,’ or approved equal. Worktop:

Jewsons Bahia Beige, 40mm thickness, or approved equal.

Sink: stainless steel 1.5 bowl pattern Leisure Euroline KTSTL06 or approved equal. Taps:

Franke ‘Davos’, ‘Danube’, or approved equal to client request.

Handles: 128mm fixing centers chrome D handle ref H1790000 (not as shown here).

SUGGESTED KITCHEN VISUAL

SECTION 3.6: LOCKS & IRONMONGERY

3.6 LOCKS & IRONMONGERY

3.6.0 (MANDATORY)

Section 3.0.7.1: General Information.

Section 3.0.7.2: Contract requirements and the procurement route.

Section 3.0.7.3: Model specifications and guidance for particular situations.

3.6.1 General Information

3.6.1.1 The ASSA ‘Modular Locking System’ is employed at RAF

Mildenhall to ensure a suitable level of security. Compliance with these procedures, or approved equals, ensures compatibility with the Mildenhall master keying system.

Approval from the Base Civil Engineer is required to deviate from this standard. (ASSA Distinction pattern lever handles with Satin Chrome finish used with Crown Cut American White Oak doors, or approved equals, must provide sufficient color and luminance in contrast with the door to meet the requirements of the Disability Discrimination Act 1995 and the 2004 Edition of the Building Regulations Part M, ‘Access and facilities for disabled people’).

3.6.1.3 ASSA, or approved equal, door furniture sets are supplied as standard for 44/45mm thick doors, with fitting instructions.

It may be necessary for the contractor to cut fixing screws to the correct length before fixing. Generally, the screws should be no longer than (and preferably just shorter than) the thickness of the door, otherwise the fitting cannot be tightened fully. Black ‘O’ rings are provided to be fitted under the screw heads to prevent them coming loose.

Note that for doors of unusual thickness, the manufacturer can supply different sizes of cylinder rings and screws and extension pieces to bring the cylinder further out from the centreline of the door to ensure that the cylinder and cylinder ring finish flush with each other

3. 6.1.4 Aluminum Main Entrance Doors – General Notes

All aluminum door manufacturers are to be copied on this specification guide prior to tender. It is recommended that all aluminum doors be manufactured from sections of at least 90mm to allow sufficient room for fitting of door closers, lock cases and panic bolts to meet the latest CEN standards and DDA requirements including Doc. M of building regulations.

Sections recommended include: Kawneer 350, or approved equal Kawneer 605 enhanced, or approved equal Glostal 2750, or approved equal Technal Viking VED019, or approved equal Schuco 157920, or approved equal

KAWNEER DOOR 350

TECHNICAL VIKING ENTRANCE DOOR

Doors are to be hung on hinges by the door manufacturer to suit the section provided. Flush bolts for double doors are to be supplied by the door manufacturer.

Self-closing devices are to be surface mounted to allow easy access for maintenance. Slide arm closers are preferred to enable easy-action for DDA requirements and to remove the vandal/ abuse point of scissor arms.

Pull handles are generally to project architects design but should comply with recommendations of BS 8300 with length at a minimum 400mm centres and in Nylon Colored or Satin Stainless Steel finish to contrast with the door finish.

It may be required to specify wall-mounted buffers where damage may occur when handles can strike a wall surface. It is recommended that through corridors and external doors against facing brickwork, a polished black rubber “tailgate” design buffer be specified i.e. AJ 2500/002 125x47x40mm, or approved equal, “fixed at handle height to wall”.

3.6.1.5 Maintenance:

Cylinders must not be lubricated with oil or graphite. Use ASSA lock spray, or approved equal, to clean, lubricate and prevent freezing during winter. Keys should be replaced when they become worn.

3.6.1.6 UK Building Regulations Part M Section 0.29, Light Reflectance Values (LRVs).

To ensure the visually impaired can identify ironmongery, the UK Building Regulations require a difference in LRV of 30 points between a door surface and ironmongery in accordance with the ‘Design Guidance for Internal Built Environments’ from Reading University available at http://www.rdg.ac.uk/ie/research/ironmongers/ironmongers.htm The list below provides some LRV values of materials obtained from manufacturers: Satin Chrome: 60, American White Oak: 37 Koto: 54, Maple: 52, Ash: 49, Beech: 38, American Cherry: 34, Sapele:21, Black Walnut:17 The guidance provides the method of calculation in accordance with the Americans with Disabilities Act Guidelines Section A4.30 at http://www.rdg.ac.uk/ie/news/news.html.

The calculation is as follows:

Contrast = (B1-B2) / (B1) x100 Or 60-37 = 23/60 = .38 x 100 = 38: i.e. the contrast is satisfactory.

3.6.2 Contract requirements and procurement route for locks and keys

3.6.2.1 Please liaise with the CE locksmith prior to the purchase of any locking system.

The CE locksmith must be advised of the identity of all lock master systems installed in all buildings. The CE locksmith is available on ext. 3208, building 529.

The standard requirement is the provision of 2No keys to each lock: this may be varied by the building user.

All keys must pass the building entrance and the key holder’s office.

2No Master Keys are required for each building custodian: this may be varied by the building custodians

3.6.2.2 Procurement route for locks and keys:

Contractors are responsible for the purchase of part assembled cylinders.

The manufacturer delivers the part assembled cylinders (in sealed packages) to the Mildenhall

PM.

Key blanks are held by the Mildenhall locksmith.

The Mildenhall PM gives the part assembled cylinders to the CE Locksmith. The CE Locksmith pins the cylinders and cuts the keys, free of charge.

The CE locksmith provides the fully assembled cylinders and required sets of keys to the PM. The PM passes the locks to the contractor for fitting.

The contractor is not allowed to buy blank keys for the system at RAF Mildenhall.

3.6.2.3 The contractor must provide adequate notice:

1) to allow the manufacturer to supply the cylinders and keys and

2) to allow the locksmith to pin the cylinders and cut the keys, before they are required on site.

3.6.2.4 The estimated time required for the locksmith to pin the locks is as follows: 1-49 cylinders: 4 weeks 50-99 cylinders: 6 weeks 100 cylinders: 8 weeks

3.6.2.5 POC for this policy is Structures Foreman, ext. 4889.

3.6.3 Specifications and guidance notes

3.6.3.1 Cylinders

Cylinder type: ASSA Twin Combi 5600 on step 3 client exclusive side code, or approved equal.

Master key system: Reference number 9EA 404.

Cylinder shape: ASSA Scandinavian oval to BS EN 1303, or approved equal. Cylinder keys:

Protected against unauthorized duplication by international Patent Law. Finish: Satin Chrome (Finish 13), or approved equal.

3.6.3.2 Lock cases

Lock case type: ASSA Modular range with 70mm backset, or approved equal.

ASSA Modular 1520 with 50mm backset, or approved equal. Special lock case for use on escape doors when used with 1125 ASSURE panic exit device, or approved equal.

Finish: Satin Chrome (Finish 13), or approved equal.

F3.6.3.3 Door furniture

Lever handles: ASSA 6650 Distinction lever handle range with bolt through fixings (no screw head cover caps), or approved equal (Note: the return bend to the door leaf on these lever handles can collide with glazing beads at the same height. Please design glazing in doors accordingly.)

Pull handles: ASSA Scanflex Nordic range, or approved equal – Generally 400mm x 32mm to comply with DDA code of practice Cylinder accessories: ASSA Classic range, or approved equal External cylinder ring (Escutcheon) internal thumbturn ref 256/18, or approved equal External and internal cylinder ring for double cylinder ref 18256/18, or approved equal External cylinder ring internal blind rose ref 2356/18, or approved equal External blind rose internal cylinder ring ref 2256/18, or approved equal (Note: /18 denotes depth of cylinder ring. Assuming 44mm thick door and the lock fitted centrally, an 18mm deep cylinder ring will then finish flush with the face of the cylinder).

Finish: Satin Chrome (Finish 13), or approved equal.

3.6.3.4 Panic hardware Note: Push pads are not allowed under NFPA Regulations.

3.6.3.4.1 For single doors:

ASSA Assure 200 panic bar or 300 panic bar

3.6.3.4.2 For double doors

ASSA Assure 400 panic bar

3.6.3.5 Panic escape hardware. Note: Push pads are not allowed under NFPA Regulations.

Finish: Brushed stainless steel

ASSA Assure 8761 bar or 1520 bar panic latch

MAGNOLIA WHITE

PALE BLUE

MID BLUE

MID ORANGE

SECTION 3.6: LOCKS & IRONMONGERY

SECTION 3: INTERIOR MATERIALS & COLOR

3.8.2 Option 2: Admin Office Areas cont.

Sheet flooring:

2.5mm linoleum sheet in a blue/greys fleck design.

Suitable material is Forbo ‘Marmoleum Real’ color ref 3055 ‘Fresco Blue’, or approved equal.

Slip Resistant sheet flooring:

Slip resisting locations require R10 slip resisting rating, color grey/blue 2mm thickness vinyl. Suitable material is Forbo Surestep original, color 17196’ Steel’, or approved equal.

Areas where water or oil spillages are likely require R11 or R12. Suitable material is Forbo Safestep color 8296 (R11), or approved equal.

3.8.3 Option 3: Utility Office Areas

Sheet flooring:

2.5mm linoleum sheet in a blue/greys fleck design.

Suitable material is Forbo ‘Marmoleum Real’ color ref 3055 ‘Fresco Blue’, or approved equal.

Slip Resistant sheet flooring:

Slip resisting locations require R10 slip resisting rating, color grey/blue, 2mm thickness vinyl.

Suitable material is Forbo Surestep original, color 17196’ steel’, or approved equal, Areas where water or oil spillages are likely require R11 or R12.

Suitable material is Forbo Safestep, color 8296 (R11), or approved equal.

‘Utility’ Office carpet tile: blue/grey tweed in 730gm/m2, heavy contract, solution dyed, tufted loop pile.

A suitable material is Bonar floors Atrium ref ‘Blue Stone’ (blue/grey tweed), or approved equal.

Painted walls: Main color: RAL; 9010 (white) Feature wall options: NCS; S 1020 R80B (pale blue), BS4800; 20E51 (mid blue), NCS; S 1040 Y20R (mid orange)

MAGNOLIA WHITE

PALE BLUE

MID BLUE

MID ORANGE

‘Glazed and unglazed personnel doors and frames and window frames: Windows to historic ‘Georgian’ style buildings are to include original divided lights to match the dental clinic (B445/446) or equal approved. Specification for Polyester Powder Coated metals to be Syntha Pulvin Plus Matt, or approved equal, color reference M4A 0396 RAL 9016 (one of selection of whites available.) This specification provides improved adherence and improved resistance against impact, scratching, weathering, light, humidity and chemicals, and a 25 year guarantee. Dark stained timber doors: Teak preservative wood stain.

Light oak doors: Light oak preservative wood stain. Precast stone/concrete: Clean off and clear seal

IBSTOCK HERITAGE BRICK

BS 08 B 29 (BROWN)

BS 00 E 53 BLACK

BS 12 B 25 GREEN

NORTHSIDE DISTRICT - HERITAGE

COMMUNITY SUPPORT

Aviation District: Brick buildings, stucco buildings, metal buildings, metal and brick buildings, or metal and stucco buildings and hangers as follows

Metal roofs, metal siding, supporting framework and trims, stucco walls, glazed and unglazed personnel doors and frames, metal window frames, gable ends to saw tooth roof forms, fascia assemblies, hanger doors and roller shutter doors, sliding doors exposed head structures, gutters and downpipes, louvers, tanks, ladders, handrails, stairs and catwalks: BS 08 B 29 (brown).

Specification for Polyester Powder Coated metals to be Syntha Pulvin Plus Matt, or approved equal, color reference BS 08 B 29 (brown). This specification provides improved adherence and improved resistance against impact, scratching, weathering, light, humidity and chemicals, and a 25 year guarantee.

Brick: Ibstock Norfolk Red Blend, or approved equal, (or to match existing where required) to be approved by CE.

Stucco external walls: BS 08 B 29 (brown)

IBSTOCK HERITAGE BRICK

BS 08 B 29 (BROWN)

BS 00 E 53 BLACK

BS 12 B 25 GREEN

SOUTHSIDE DISTRICT

FLIGHTLINE

Community District: Red brick buildings, Stucco buildings, Metal buildings

Slate Roofs: New Build or additions to Eternit slated roofs: Eternit NT Thrutone, or approved equal, color: blue-black. Additions to, or re-roofing existing natural slate roofs, to be as existing.

Slate Roof mounted louvers: BS 18 B 25 (grey) to match roof tiles. Clay tile roofs: to match existing.

Gutters and downpipes to match existing style and material, Balustrades and handrails, sign posts: BS 00 E 53 (black).

Dormer louvers, gutter boards, soffits and trims etc..: BS 12 B 25 (green).

Brick: Ibstock Norfolk Red Blend, or approved equal, (or to match existing where required) to be approved by CE.

Metal roofs, metal trim, metal overhead and sliding doors, louvers, ladders, tanks and walkways: BS 08 B 29 (dark brown).

Stucco external walls, Metal siding and metal supporting framework: BS 08 B 29 (brown)

Glazed and unglazed personnel doors and frames and window frames.

Specification for Polyester Powder Coated metals to be Syntha Pulvin Plus Matt, or approved equal, color reference M4A 0396 RAL 9016 (one of selection of whites available.) This specification provides improved adherence and improved resistance against impact, scratching, weathering, light, humidity and chemicals, and a 25 year guarantee.

Precast stone/concrete: Clean off and clear seal. Brown

IBSTOCK HERITAGE BRICK

BS 08 B 29 (BROWN)

BS 00 E 53 BLACK

BS 12 B 25 GREEN

NORTHSIDE DISTRICT

COMMUNITY SUPPORT

Metal or timber roofs, siding and trims, fascia assemblies, gutter boards and soffits, gutters and downpipes, metal roller shutter doors, overhead doors, exposed head structures, glazed and unglazed personnel doors and frames, window frames, louvers, walkways, ladders, handrails and tanks: BS 08 B 29 (dark brown). Specification for Polyester Powder Coated metals to be Syntha Pulvin Plus Matt, or approved equal, color reference BS 08 B 29 (brown). This specification provides improved adherence and improved resistance against impact, scratching, weathering, light, humidity and chemicals, and a 25 year guarantee.

Brickwork: Ibstock Himley Dark Brown Rustic with suitable brown mortar or equal and approved.

IBSTOCK HERITAGE BRICK

BS 08 B 29 (BROWN)

BS 00 E 53 BLACK

BS 12 B 25 GREEN

NORTHSIDE DISTRICT

COMMUNITY SUPPORT

District 4: Dormitory District Plan Dormitory District: Brick buildings Slate Roofs: New Build or additions to Eternit slated roofs: Eternit NT Thrutone, or approved equal, color: blue-black. Additions to, or re-roofing existing natural slate roofs, to be as existing.

Slate Roof mounted louvers: BS 18 B 25 (grey) to match roof tiles. Clay tile roofs: to match existing.

Gutters and downpipes to match existing style and material, balustrades and handrails, sign posts: BS 00 E 53 (black).

Dormer louvers, gutter boards, soffits and trims etc..: BS 12 B 25 (green).

Brick: Ibstock Norfolk Red Blend, or approved equal, (or to match existing where required) to be approved by CE.

Metal roofs, metal trim, metal overhead and sliding doors, louvers, ladders, tanks and walkways: BS 08 B 29 (dark brown).

Glazed and unglazed personnel doors and frames and window frames.

Specification for Polyester Powder Coated metals to be Syntha Pulvin Plus Matt, or approved equal, color reference M4A 0396 RAL 9016 (one of selection of whites available.) This specification provides improved adherence and improved resistance against impact, scratching, weathering, light, humidity and chemicals, and a 25 year guarantee.

Precast stone/concrete: Clean off and clear seal.

IBSTOCK HERITAGE BRICK

BS 08 B 29 (BROWN)

BS 00 E 53 BLACK

BS 12 B 25 GREEN

NORTHSIDE DISTRICT - DORMITORIES

COMMUNITY SUPPORT

BOA Number: FA558724G0001 Attachment 3

Line

Housing District: Area E Brick buildings

Roofing: Clay plain tile (2 varieties - to be approved by base CE before placing orders).

Gutter board, soffit and trim, window frames, storm porch entry door and frame, garage doors and gate: White.

Gutters and downpipes: BS 08 B 25 (brown).

Dark stained house entry doors and frames: Teak preservative wood stain.

Housing District: Area F Brick buildings Roofing: Eternit ‘Farmhouse Brown’ sand faced plain clay tiles, or approved equal.

Brick: Aldridge Georgian Blend, or approved equal, (or to match existing where required) to be approved by base CE.

Gutters and downpipes: Black.

Gutter boards, box eaves, soffits and trims, exposed rafter feet: BS 08 B 29 (brown).

Metal doors and door frames, window frames: BS 08 B 25 (brown), but white when replaced entirely.

Stucco walls: BS 08 B 29 (brown)

IBSTOCK HERITAGE BRICK

BS 08 B 29 (BROWN)

BS 00 E 53 BLACK

BS 12 B 25 GREEN

NORTHSIDE DISTRICT - HOUSING

COMMUNITY SUPPORT

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SECTION 2

Section 2.1: Composite cladding to walls and roofs Section 2.2: Masts and towers Section 2.3: Timber fences and gates Section 2.4: Fire Hydrants

KINGSPAN KS1000 SF

TIMBER FENCE AND GATE

Section 2.1 Composite cladding to walls and roofs:

Roofs: Kingspan KS1000 SF (secret fix) Walls: Kingspan RW (roof/wall) composite panels, Plastisol HPS 200 coated externally with Scintilla finish, or approved equals.

BS 08 B 29 (dark brown)

Section 2.2 Masts and towers: BS 08 B 29 (Dark brown)

Section 2.3 Timber fences and gates

Roofs: Kingspan KS1000 SF (secret fix) Walls: Kingspan RW (roof/wall) composite panels, Plastisol HPS 200 coated externally with Scintilla finish, or approved equals.

BS 08 B 29 (dark brown)

Section 2.4 Fire Hydrants

BS 08 B 29 (dark brown): these are delivered from the USA painted red and must be overpainted brown.

(The Fire Dept may require colored caps to indicate output capacity – please ask CEF for advice).

Policy on AF Fire Hydrant Color-Coding.pdf https://www.fbo.gov/ download/5c9/5c97ca3d7554d55f4c8346c4928fdcf5/Tab_1- _Policy_on_AF_Fire_Hydrant_Color-Coding.pdf

Agram Fire Hydrant Color Codes: Painting Guidelines: https://www.fbo.gov/ download/ca0/ca0a48f2a1974b0f2c7c22dcae9b9815/Tab_2 Agram_Fire_ Hydrant_Color_Codes.pdf

Section 2.1 Composite cladding to walls and roofs:

Section 2.5 Monitoring wells:

BS 08 B 29 (dark brown)

Section 2.6 Balustrades: BS 08 B 29 (dark brown), South of Lincoln Rd, BS 00 E 53 (black) North of Lincoln Rd.

PLACE HOLDER

NEW IMAGE NEEDED

SECTION 2 - SPECIFIED ITEM COLORS

SIGN POSTS EXAMPLES

Section 2.7 Cables, Cable boxes and ducts:

Cables must be tied to walls at maximum 1m centers vertically and horizontally to prevent sagging etc.

Cables must be suitably enclosed for physical protection at least to 2m above ground level. Where appropriate, cables can be painted to match the color of painted backgrounds.

Conduit colors should be as follows:

BS 08B29 (dark brown) to red brick buildings.

Conduit to metal clad buildings to match the background color (Generally cream BS 10 C 31 or brown 08 B 29 to metal cladding, BS 08 C 31 to AMQs)

Section 2.8 Lamp posts, balustrades etc..: BS 00 E 53 (black)

Section 2.9 Sign posts, back of signs, handrails: BS 08 B 29 (dark brown) (Note that stainless steel lamp posts are to remain stainless steel)

SECTION 2 - SPECIFIED ITEM COLORS

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SECTION 3

3.8.0.1 Option 1A & 1B: Management:

Option 1A: broadloom carpet Option 1B: loop pile carpet tile

3.8.0.2 : Option 2: Admin

3.8.0.3 : Option 3: Utility

3.8.0.4 : Option 4: Latrines

3.8.0.5 : Option 5: AMQ/Dorm/TLF Kitchen,‘domestic’ bathroom & shower wall finishes

3.8.0.6 : Option 6: Dormitories

3.8.0.7 : Option 7: Studded rubber floors

3.8.0.8 : Option 8: Walk-off matting

3.8.0.9 : Option 9: TLF carpet

SECTION 3.8: INTERIOR MATERIALS & COLORS

(MANDATORY)

Comply with the current Air Force Carpet Standards. ETL 07-4 The ETL provides performance specifications for broadloom carpet and carpet tile in a variety of facilities and includes the following guidance: 1: Purpose, 2: Application, 3:

References, 4: Acronyms and Terms, 5: Technical Assistance, 6: Waivers, 7: Authorized Areas (carpet is not authorized in industrial areas, food preparation areas, heavily trafficked areas etc.