Construction BIM SpecificationBIM...BIM Checklist are used by Contractors, AAHK and AAHK-designated...

Construction BIM Specification

Construction BIM Specification BIM 1/30

Table of Contents

1 INTRODUCTION .................................................................................................................... 4

2 GENERAL REQUIREMENTS ..................................................................................................... 5

2.1 BIM Objectives .................................................................................................................... 5

2.2 AAHK BIM Documents ......................................................................................................... 6

2.3 BIM Level of Maturity .......................................................................................................... 7

2.4 BIM Uses .............................................................................................................................. 7

2.5 BIM Process ....................................................................................................................... 11

2.6 BIM Software ..................................................................................................................... 11

2.7 BIM Matrix, Level of Development Specifications and Level of Details ............................ 11

2.8 BIM File Naming and Templates ........................................................................................ 12

2.9 BIM Federation and Model Division .................................................................................. 12

2.10 Collaboration Management .............................................................................................. 13

2.11 Interfacing Management ................................................................................................... 13

2.12 Asset and Facility Data Requirements ............................................................................... 14

2.13 BIM Proficiency .................................................................................................................. 15

3 PROJECT-SPECIFIC BIM EXECUTION PLAN REQUIREMENTS ................................................... 16

3.1 Project Information ........................................................................................................... 16

3.2 BIM Uses ............................................................................................................................ 17

3.3 Project Software Uses ....................................................................................................... 17

3.4 BIM Matrix and Level of Development Specification ........................................................ 17

3.5 BIM Software and Templates............................................................................................. 17

3.6 Modelling Methodology and Corresponding Categories .................................................. 17

3.7 Model Naming ................................................................................................................... 18

3.8 Federation Map and Model Division ................................................................................. 18

3.9 Change Tracking and Upload Protocols ............................................................................. 18

3.10 Interface Management ...................................................................................................... 18

3.11 Quality Assurance (QA) Plan .............................................................................................. 18

4 CONSTRUCTION BIM SPECIFICATION ................................................................................... 19

4.1 Construction Change Management................................................................................... 19

4.2 Construction Method Simulation (CMS) ........................................................................... 20


4.3 4D Model Simulation (4DMS) ............................................................................................ 20

4.4 Linking to Project Management Software for Progress Monitoring ................................. 21

4.5 Construction Stage BIM Model Update ............................................................................. 22

4.6 Trade-Specific Construction Software ............................................................................... 22

4.7 Construction BIM Deliverables .......................................................................................... 23

5 QC/QA REQUIREMENTS ...................................................................................................... 28

5.1 Model Archive ................................................................................................................... 28

5.2 QC/QA Checks ................................................................................................................... 28


Appendix A Acronyms

Appendix C Part 1 – BIM Matrix*

Appendix C Part 2 – Level of Development (LOD)

Appendix D BIM Standard

The following appendices shall be provided upon contract award:

Appendix B BIM Uses*

Appendix E BIM Process Map

Appendix F BIM Checklist*

Appendix J AAHK AAMS Asset Code Specification (Please refer to the latest AAMS

Asset Code Specification provided by AAHK. If asset code is not found

in AAMS Asset Code Specification, please propose new asset code for

AAHK’s review and approval)

Appendix L Clash Matrix*

*Apart from hardcopies, editable files will also be provided for contract award


1 Introduction

Airport Authority Hong Kong (AAHK) BIM Specification outlines minimum content

and process requirements, including the BIM Standard to be achieved and the

procedures and methods to be used and the expected level of details/development

of the BIM models.


2 General Requirements

2.1 BIM Objectives

a) Airport Authority Hong Kong (AAHK) intends to integrate the Building

Information Modelling (BIM) process and deliverable into the organisational and

planning structure and take advantage of the data information created during

design and construction to enhance and feed into existing and future

facilities/operations processes to meet a common goal.

b) AAHK adopts BIM in order to:

Enhance design quality;

Achieve proper design coordination to ensure sufficiency of spatial provisions and eliminate clashes between design elements;

Verify buildability of major construction elements; and

Facilitate construction planning, improving efficiency of construction and avoiding delay, disruption and additional costs due to design errors, and thereby achieving project completion on time, within budget and to high quality standard.

c) AAHK’s projects typically involves multiple projects and disciplines. Each

project requires model coordination with the AAHK’s project management

team, after which cross-project and cross-discipline projects will go through

design coordination. As all projects have different goals and teams, a

customised BIM execution plan as a live document which may evolve as the

project progresses. To maximise the use of BIM, the entire process from

conception to as-built BIM shall be influenced by that end goal. All the team

members need to be aware of the downstream BIM uses and revise their inputs

into the model appropriately, all of which is established with a BIM execution

plan.

All AAHK projects are to utilise the BIM process for documentation and other uses

as defined herein. Some projects include:

Land Formation;

Airfield Works (Including Existing Runway Modification);

Third Runway Concourse (TRC) Building;

Automated People Mover System (APM), Baggage Handling System (BHS) and the Associated Tunnels and Ancillary Buildings;

T2 Expansion & Associated Infrastructure Works; and

Other Infrastructure and Facilities at Western and Eastern Support Area.

Fundamental to these goals is the base understanding that BIMs are not an after-

product from the design effort or construction effort. Models shall be the basis of

the design and construction documentation, and shall contain all information and

content that facilitates with interfacing collaboration and generates official

deliverables and drawings.


d) Without limiting the generality of the above primary BIM objectives, the

following is a list of some particular BIM objectives that are to be achieved:

Resolving all spatial and coordination issues before completion of the detailed design;

Resolving design discrepancies, mistakes, conflicts and clashes before tendering;

Managing design changes to minimise adverse impact on the follow-on construction activities;

Achieving programme and construction safety by using BIM to analyse programme requirements and constructability;

Visualising the design elements in a true representation of the actual condition so as to facilitate design coordination and construction planning;

Identifying and resolving temporal interferences among the different elements;

Checking critical dimensions to ensure no spatial conflicts and verify the buildability of the design;

Linking BIMs with construction programme to demonstrate the sequence of the work and programme impacts of major construction activities;

Linking the BIMs into a virtual reality (VR) environment to replicate real life situation; and

Producing BIMs for facility management after project completion.

2.2 AAHK BIM Documents

Upon contract award, the following documents shall be provided as guidelines

which shall be strictly followed, or templates which can be used for project-specific

BIM execution plan:

BIM Specification (this document)

BIM Standard describes in detail quality of model and protocols of using the collaboration site to share works (in progress or deliverables) in context of all AAHK projects.

BIM Uses comprehensively lists BIM uses relevant to AAHK, and can be used to communicate and define project-specific BIM uses.

BIM Matrix and LOD Spec outlines basic known model elements in model categories applicable to AAHK, and can be used by Contractors to prepare their project-specific BIM execution plan.

BIM Checklist are used by Contractors, AAHK and AAHK-designated BIM Consultant for each upload to verify the model completeness and quality.

BIM Process Map illustrates the relationship between key documents provided by AAHK, BIM uses and deliverables in construction stage, which involve AAHK and Contractors for model review.

AAHK AAMS Asset Code Specification is provided for Contractors to embed AAHK Asset code into BIM models and facilitate Contractors to provide project-specific Asset code list for AAHK’s review and approval.


BIM Clash Matrix contains the sub-disciplines which shall be used as a basis to conduct the clash detection and coordination by Contractors.

For AAHK’s 2D drawing requirements, AAHK CADD STANDARD governs 2D

drawing authoring, while 2D drawing naming protocols governs 2D drawing

naming. This Document references, compliments and shall not deviate from the

latest version of AAHK CADD STANDARD and 2D drawing number protocols.

2.3 BIM Level of Maturity

AAHK projects shall utilise a comprehensive BIM process. Contractors shall

coordinate efforts to provide, at a minimum, detailed design and construction up to

a “Level 2 BIM” maturity level as referred to in the BIM Maturity Diagram prepared

by Mervyn Richards and Mark Bew, defining Level 2 BIM as: “Federated file-based

electronic information with some automated connectivity.”

Under the premise of Level 2 BIM, Contractors shall follow Appendix D - BIM

Standard for BIM authoring and collaboration, and the latest version of AAHK

CADD STANDARD for 2D drawing production.

2.4 BIM Uses

Contractors shall implement required BIM uses listed below, as well as any

required in their respective Scope of Works (SOW). Contractors shall provide their

project-specific BIM execution plan and outline applicable BIM uses subject to

AAHK’s approval.


The following is a list of the BIM uses applicable to the AAHK project in

Construction and Operations Stages, including all recognised components of a

comprehensive BIM process.

Required Uses () are mandatory for Contractors engaged with AAHK on AAHK projects. Any exceptions and exclusions shall be listed in project-specific BIM execution plan, subject to AAHK’s review and approval.

Optional Uses () are feasible uses of BIM technologies currently available and utilised on comparable projects. Contractors are encouraged to include them in project-specific BIM uses when appropriate, subject to AAHK’s review and approval.

Future Uses () are uses available but not yet widely used in the design and construction industry. AAHK and AAHK-designated BIM Consultant will periodically evaluate their relevance and feasibility.

Not Required (X) are uses not relevant or applicable to the particular project stage.

No BIM Uses Definition

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1 Modelling, Coordination and Documentation

1.1 Existing Condition BIM from Survey or Other Data (e.g. Laser Scanning)

Increase “extend of model” by generating existing condition model that interfaces with or is affected by design or construction scope, where connectivity, design solution and/or conflict resolution are required. Record survey information such as NQAA code.

1.2 Design Authoring Model all elements up to appropriate and specific Level of Development according to Appendix C Part 1 – BIM Matrix.

X

1.3 2D Drawing Generation and Statutory Submission

Keep all model elements up to date and generate 2D drawings and relevant documents that are consistent with BIM models for WIP uploads and official deliverables directly from BIM. 2D drawings shall include HKSAR statutory submission documents. Models shall also be compliant with HKSAR 2D and 3D statutory submission requirements.

1.4 BIM Coordination Use BIM to conduct internal and external interdisciplinary and interface coordination, including but not limited to workshops with AAHK and other parties.

X

1.5 Clash Analysis and Detection

Conduct clash detection analysis and generate clash reports from BIM. Use BIM to conduct virtual walkthroughs and visual inspections in addition to the software’s automatic clash analysis.

X

1.6 Design Change Tracking

Keep a chronological record of options and design changes with BIM files.

1.7 SQ Process Log Site Query (SQ) issues; record changes if any. X



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1.8 Model Record Store versions of BIMs, minimally corresponding to major changes, each WIP upload or contract deliverables locally, on collaboration site or AAHK-designated local servers.

1.9 Area Calculation and Scheduling

For all discipline BIM models, create schedules within the models for area and volume calculation, element counts, displaying relevant parameters in columns and other required quantity calculation according to project SOW.

1.10 Manufacturing / Digital Fabrication

Generate manufacturing specifications for elements that are not readily procurable, and tally quantity directly from BIM.

X

1.11 Site Safety Management

Conduct site safety analysis using BIM (e.g. loading, evacuation and other construction activity simulations). Log site safety data related to site safety in BIM.

X

1.12 Commissioning Documentation

Generate applicable documents required for the commissioning process from BIM files; prepare/export compatible native files for further simulation and analysis.

1.13 Record of As-Built Data

Create and verify BIM (As-built model) that correspond to the final built condition, which may be aided by methods including but not limited to laser scanning and field capturing. Record as-built quality-related information such as NQAA code.

2 Analysis

2.1 Wayfinding Analysis Visualise, assess and optimise location, clarity and feasibility of wayfinding system via BIM. In construction stage, use BIM to analyse and validate routing and signage options in conjunction with egress and safety analysis.

2.2 Sustainability Analysis (e.g. LEED,BEAM-Plus)

Analyse feasibility of green building criteria and generate required technical drawings, diagrams, tables and other physical or digital submittals for green building certification through BIM.

2.3 Structure Analysis Analyse structural integrity (strength, connectivity, sizing and impact to other disciplines) using BIM.

X

2.4 Leasing and Real Estate Financial Analysis

Analyse real estate financial performance such as NPV (net present value), IRR (Internal Rate of Return) and compare development options using data associated with leasable/sellable spaces and embedded in BIM.

X

3 Documentation, Visualisation and Simulation



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3.1 3D Virtual Reality Ensure BIM models are ready to generate optimised base files for visual spatial immersive representation of virtual reality renderings for design review, sign-off, constituent engagement and other visual communication purposes, including but not limited to FBX and IFC formats.

3.2 4D Modelling & Simulation

Embed time data into model elements and create animated representation to illustrate project evolvement.

X

3.3 Construction Method Simulation

Simulate construction sequence based on particular construction method(s) used, and compare different construction methods' pros and cons.

X

3.4 5D Quantity Take-off Generate time-based quantity and cost data from BIM.

3.5 Safety Management Simulation

Use 4D model as a visual tool to further assess conditions and identify unsafe areas that might otherwise go unrealised prior to encountering them in the field.

3.6 Operation Continuity Simulation

Use 4D model to further reflect impact on daily required operation access and facility use. For example, creating envelopes and/or clear access paths for required GSE traffic or Sterile access corridors can be used to analyse potential impacts on stakeholders as well as construction personnel.

4 Operation Continuity

4.1 AAHK Asset Code Register

Input AAHK’s Asset information to the AAHK Asset fields of the BIM models at each project stage and align with AAHK Asset Code Register data format requirements.

4.2 Room Management and Tracking

Generate consolidated data schedules of area, element quantities and quantities by rooms.

5 Linking with Other Systems

5.1 Linking to Project Management Software or Construction Management System for Progress Monitoring

Summarise and monitor project progress using BIM via linking to project management software, or Monitor construction progress via linking BIM specifically to Construction Management System (e.g. Microsoft Project, Primavera P6, Synchro, A360 Field, etc.).

X

5.2 Linking to Airport Asset Management System (AAMS)

Provide data authored during Design phase and captured during Construction Quality Control to AAMS (Airport Asset Management System), AAHK-specific Computerised Maintenance Management System (CMMS) in a bi-directional flow.



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5.3 Linking to Building Automation System (BAS)

Monitor and track performance of automated building functions (e.g. building services, underground utilities supply, and fire safety) via BIM.

X

5.4 Integration with GIS System

Exchange data between BIM and GIS.

2.5 BIM Process

Upon contract award, appendices shall be provided to Contractors as reference.

Using Appendix E - BIM Process Map as the basis, Contractors shall determine

project-specific workflows. Contractors shall propose project-specific BIM process

and outline deviations due to project needs.

2.6 BIM Software

Refer to Appendix D – BIM Standard.

2.7 BIM Matrix, Level of Development Specifications and Level of Details

2.7.1 BIM Matrix Content

Refer to Appendix C Part 1 – BIM Matrix.

2.7.2 Level of Development

Contractors shall use Appendix C Part 1 – BIM Matrix as a basis to comply with

minimum required LOD for corresponding project stages, and develop project-

specific BIM Matrix, adding project-specific model elements and strikethrough

irrelevant model categories and model elements. Any LOD exceptions shall be

approved by AAHK and documented in project-specific BIM execution plan.

Description of AAHK LOD can refer to Appendix C Part 1 – BIM Matrix’s

Introduction.

Further to graphic and non-graphic information specified in Appendix C Part 2 –

Level of Development (LOD), all elements shall incorporate necessary parametric

information timely, for statutory submissions and user sign-off throughout design

and construction stages.

In addition to geometric / graphic information, Contractors shall extract non-graphic information from the model by requests of AAHK to facilitate decision making process.

2.7.3 Levels of Details

AAHK’s fundamental requirement is to have model elements’ Levels of Details

align with the respective SOW. Subsequently, Contractors shall follow AAHK-

specific Level of Details requirements as stipulated in Chapters 4 and 5 mentioned

in this Document and Appendix D – BIM Standard.


2.8 BIM File Naming and Templates

2.8.1 2D Drawings and BIM File Naming

BIM File Naming shall follow Appendix D - BIM Standard for the BIM File Naming.

The naming of 2D drawings extracted from BIMs shall follow the latest version of

AAHK CADD STANDARD.

2.8.2 Coordinate System

Contractors shall follow the Coordinate System, including shared coordinates,

survey point and project base point designated in Appendix D - BIM Standard.

For ongoing projects exempted from using AAHK BIM Template for individual

models, an overall federated model shall be created with AAHK BIM Template

following Appendix D - BIM Standard in lieu of transcribing models onto the

templates. These federated models with aligned coordinates shall be included in

every WIP upload and official BIM deliverable, and be used for future coordination

with other contracts to avoid misalignment.

2.8.3 BIM Template

Templates in AAHK-preferred file formats are available for Contractors to use after

contract award.

The Revit template contains information on AAHK grid, project base point, shared

coordinate, basic line settings and annotation families. Contractors shall use the

templates (when the file format is available) as a basis for modelling to ensure

compliance and straightforward interfacing and clash resolution with other projects.

In the event Contractors utilise additional BIM software for project-specific

purposes, Contractors are responsible for authoring BIM following Appendix D –

BIM Standard.

For ongoing projects exempted from using AAHK BIM Template for individual

models, Contractors shall align with AAHK standards and ensure all AAHK

parameters or attributes in BIM template are transferred into WIP and deliverable

models.

2.9 BIM Federation and Model Division

2.9.1 BIM Federation

BIM federation shall follow the overall principal of AAHK BIM federation outlined in

Appendix D - BIM Standard.

Upon AAHK’s request, Contractors shall provide federated model for different

works packages.

2.9.2 BIM Model Division

Appendix D - BIM Standard also defines the maximum model size for BIMs. Model

division is mandatory when models exceed the maximum size, which is common

starting the project.


Contractors may consider vertical or horizontal divisions of BIMs, and are required

to propose a consistent model division strategy and corresponding project-specific

federation structure in project-specific BIM execution plan. As federation structure

may change during project’s life cycle, the federation map shall be updated and

accompany each file upload.

2.9.3 Model File List

Contractors shall provide initial model file list compliant to Appendix D - BIM

Standard, and update model file list as project evolves.

2.10 Collaboration Management

2.10.1 Common Data Environment (CDE) and Collaboration Site

Contractors shall setup and maintain their own BIM collaboration site for the

purposes of BIM files management and exchange with related parties, issues

tracking and resolution, model visualisation, and model version tracking. The

platform shall be accessible by AAHK and relevant project participants from other

contracts.

Contractors shall propose their project-specific collaboration sites which can fulfil

AAHK-required functionalities, and describe the access, structure, collaboration

protocols, and workflow in detail in project-specific BIM execution plan, which shall

be reviewed and approved by AAHK.

2.10.2 Change Tracking and Upload Protocols

Contractors shall specify project-specific upload intervals and file management

strategies in their respective project-specific BIM execution plan to be approved by

AAHK.

In addition to any automatic log or tracking functions the CDE’s may have,

Contractors shall provide concise descriptions of uploaded contents.

2.11 Interfacing Management

Contractors are responsible for BIM interfacing within its team with the Sub-

Contractors, as well as interfacing with project participants from other contracts.

2.11.1 Internal Clash Detection Procedures

Contractors shall run model spatial coordination analysis and clash detection

between disciplines within their respective SOW, to detect and resolve conflicts

between disciplines. Conflicts that require AAHK’s decision shall be highlighted and

escalated for discussion and decision.

Based on their SOW, Contractors shall draft an internal clash matrix between

disciplines and propose clash detection procedure and acceptable tolerances

within their own project in the project-specific BIM execution plan. Internal clash

detection shall be run in federated models, while external clash detection shall be

run in coordination models, using clash detection software (e.g. Navisworks), save

clash result in .nwc and .nwf formats, and include the clash result file as part of

WIP uploads or official deliverables.


AAHK and AAHK-designated BIM Consultant will check federated model and clash

result files, and assess clash report completeness based on Appendix F - BIM

Checklist, and assess whether all necessary clash tests are included in federated

models. Clash detection results shall be delivered with each BIM deliverables.

2.11.2 External Interfacing Coordination

Based on AAHK projects’ overall federation structure and locations of design

projects/contracts, Contractors are required to identify interfacing projects and

include a clash matrix in project-specific BIM execution plan. Contractors shall

conduct clash detections, report findings and proposed resolutions, periodically

and prior to each official deliverable.

Typical interval between clash reports shall be in accordance with the SOW and

bi-weekly. Contractors shall propose, in their overall program / schedule, clash

report frequency and timing, and obtain AAHK’s approval to ensure the minimum

agreed clash analysis are run.

2.11.3 Clash Report

Clash reports shall contain, at the minimum, the following information:

List of projects, disciplines and revisions of models used for clash detection

Summaries of numbers and types of clashes

Location of each valid clash (e.g. level and grid)

Proposed solutions for major known clashes

Contractors shall also store views of major known clashes in AAHK-approved file

formats and upload as WIP, in preparation for coordination meetings.

2.11.4 Coordination Meetings

Interdisciplinary and inter-project coordination meetings shall be held monthly (at

the minimum) by Contractors, during which BIM coordination is an agenda item.

Contractors shall produce meeting minutes, list agenda items, and highlight issues

to be resolved and indicate responsible parties. Relevant AAHK representatives

and AAHK-designated BIM Consultant will join the meeting periodically to ensure

the necessary interim clash coordination are conducted and coordination meetings

are held regularly.

Contractors are responsible for BIM interfacing within its team with the Sub-

Contractors, as well as interfacing with project participants from other contracts.

2.12 Asset and Facility Data Requirements

Contractors shall follow “AAHK Asset Register Management Requirements” in

Appendix D - BIM Standard when managing data related to future facility

operations and asset management. Facility data management protocols include,

but are not limited to, entering and checking AAHK Asset fields in the correct format

throughout all project stages.


At the end of construction stage, Contractors shall ensure completeness of AAHK

Asset codes, which contributes to the completeness of BIM deliverables.

Contractors shall ensure that the facility data in BIM is exchangeable between

construction BIM and AAHK’s AAMS.

2.13 BIM Proficiency

2.13.1 Minimum BIM Literacy Requirements

All parties doing business with AAHK that has any work scope in BIM shall be BIM-

literate, which is a prerequisite for working on AAHK’s projects with BIM scope.

Contractors are responsible for ensuring their own staff’s BIM literacy prior to

starting work on AAHK’s project, and provide continual on-the-job training to ensure

proficiency with the latest version of the BIM Specification required by AAHK.

Qualifications and experience may include:

Number of years of experiences on full BIM projects

Both construction capability and BIM fluency (for mid-level and above)

Professional Memberships (e.g. HKIBIM)

Industry-level certificates (Revit / AutoCAD Civil 3D Certificates issued by Autodesk)

Contractors shall submit CV of all members of the project BIM team for AAHK’s review and approval.

2.13.2 BIM Orientation and Kick-off Workshop

Project-specific orientations and kick-off workshops are required for all parties

doing business with AAHK with any current and future BIM scope, in order to

achieve maximum effect of incorporating BIM-based technologies and processes

into its overall lifecycle operations, management and development goals. The

orientation workshop shall focus specifically on how the attending parties would

engage to begin, develop and submit BIMs utilising AAHK-specific processes,

workflows and software, and is intended to be technical in nature. The orientation

workshop shall be completed at the Contractors’ kick-off meetings or within 30 days

of works commencement unless approved by AAHK. Contractors’ BIM team shall

attend the workshop. Contractors shall have the project BIM team including the

project BIM manager attending the workshop.


3 Project-specific BIM Execution Plan Requirements

Contractors shall prepare project-specific BIM execution plan in accordance with

their corresponding contract, based on criteria listed in this Document and outlining

applicable BIM uses. Any deviations or exceptions from AAHK’s general

requirements shall be outlined and described in project-specific BIM execution

plan, subject to AAHK’s approval.

Individual project’s BIM execution plan should be drafted prior to the start of BIM

work in project stage. The first draft of the project-specific BIM execution plan shall

be submitted within 30 days of contract award or within 15 days after BIM kick-off

workshop has been conducted, whichever is earlier. Project-specific BIM execution

plan shall be Contractors’ official deliverable.

Project-specific BIM execution plan is a live document which may evolve as the

project progresses. Contractors are required to review project-specific BIM

execution plan every 3 months and update to reflect changes, including and not

limited to changes in: project schedule, project scope, (e.g. variations / additional

scope of works), personnel, federation structure, file list, modelling methodology,

additional model element category, and software upgrade. Updates may be in the

form of addendum or whole-document update with a revision sheet listing out

revision contents.

Revisions of project-specific BIM execution plan to AAHK shall be in PDF format,

accompany match Word (.docx) file with track changes, Contractors shall not alter

goals/objectives or reduce scope of project-specific BIM execution plan unless

requested by AAHK.

BIM development programme shall be provided in accordance with the master

programme for timely development of BIM model. For example, BIM model shall

be graphically and non-graphically developed before statutory submission for

generating relevant 2D documents. The BIM submission schedule shall distinguish

between WIP and Deliverables, and allow reasonable time for AAHK to review and

approve.

Contractors may reference this Document and its appendices (including Appendix

D - BIM Standard), and the latest version of AAHK CADD STANDARD. Contractors

shall highlight deviations from AAHK’s documents (if any) and provide

explanations.

Key sections to be included in project-specific BIM execution plan are as followed:

3.1 Project Information

Summarise project information, including:

Project Name, Number, Description and Duration

Project Team Structure, Roles & Responsibilities and Resourcing Plan: Team list and resourcing plan shall indicate key points of contact while specifying protocols for team member changes.


Project Schedule, Programme, Key Milestones, Meeting Schedule, and Deliverables: BIM development programme shall be provided in accordance with the master programme for timely development of BIM model. For example, BIM model shall be graphically and non-graphically developed before statutory submission for generating relevant 2D documents. Before submission of deliverables, models shall be fully coordinated and with major clashes and hard clashes resolved. The BIM submission schedule shall distinguish between WIP and Deliverables, and allow reasonable time for AAHK to review and approve.

BIM Scope

Project close out procedures

3.2 BIM Uses

According to “BIM Use” within Chapter 2 of this Document, and AAHK BIM Uses

as a basis, develop project-specific BIM uses. Contractors shall propose project-

specific strategies to meet each BIM use.

3.3 Project Software Uses

List predominant software and additional software (verify with AAHK about the

latest preferred software prior to issuing the first draft). Provide explanation for

deviation and exceptions from Appendix D - BIM Standard for AAHK’s approval.

3.4 BIM Matrix and Level of Development Specification

With Appendix C Part 1 – BIM Matrix as a basis, align with AAHK standards and

develop Project-specific BIM Matrix. Provide LOD Specification explanation for

additional/special model elements.

3.5 BIM Software and Templates

BIM software used should comply with those defined in Appendix D - BIM Standard

unless the project nature does not fit AAHK-preferred software, or better software

options are commercially available to meet the requirements. If software other than

AAHK-preferred software is used, follow Appendix D - BIM Standard and list the

standards that can be followed within the software environment. Provide

exceptions, justifications and solutions for standards that cannot be followed within

the software environment.

Contractors shall ensure interoperability and no graphic and non-graphic data loss

between AAHK-preferred software and other approved software. The conversion

methodologies shall be specified in Project-specific BIM Execution Plan, including

but not limited to dedicated views and customised import / export settings.

3.6 Modelling Methodology and Corresponding Categories

Clearly state the creation method for every element created in the BIM, and verify

the model category is correct (e.g. Category parameter in Revit). In the event non-

AAHK-preferred software is used, the rationale, detailed process, interoperability

and data exchange methodology with AAHK-preferred software shall be provided

for AAHK review and approval.

List and description of existing data sources shall be provided for existing elements’

modelling methodology.


See Appendix D – BIM Standard for details.

3.7 Model Naming

Outline deviations from Appendix D - BIM Standard’s “Model Naming”, if any, and

explain reasons of non-conformance and obtain AAHK’s approval.

3.8 Federation Map and Model Division

Diagram Project-specific Federation Map which illustrates how the models by level,

zone or discipline relate to each other and the master model. Provide explanation

for model division strategy (vertical or horizontal cut) based on project scope and

modelling content.

Provide initial model file list compliant to the naming convention stated in Appendix

D - BIM Standard. Update model file list as project evolves.

3.9 Change Tracking and Upload Protocols

Propose change tracking strategies, upload protocols (e.g. frequency, and any

deviations from AAHK’s requirements), and communication protocols upon

uploading.

3.10 Interface Management

Describe proposed collaboration and interface management strategies within the

project (between disciplines), and with other projects/contracts. Both internal and

external clash matrix shall be provided. Summarised clash report with clash

analysis and resolutions shall be included.

3.11 Quality Assurance (QA) Plan

Describe proposed QA processes, including but not limited to measures related to:

Change tracking

Model upload protocols

BIM deliverables

BIM Checklist

AAHK’s required attributes or fields entries tracking

Consistency between BIM models and 2D drawings


4 Construction BIM Specification

Contractors may receive design BIM models for reference to understand design

intent. Subjected to the availability of the design BIM model, Contractors may use

design BIM model to develop their construction BIM model or start construction

BIM models based on the contract drawings. Contractors are responsible to rectify

and fix any errors, clashes and issues found from the design BIM model and finalise

the construction BIM model in compliance with this Document.

Construction BIM model shall, in nature, contain greater level of detail, for

additional purposes including but not limited to SQ process, construction-stage 4D

model simulation, construction method simulation, site safety management and

commissioning, while further preparing for future use of facility management in

operation stage.

4.1 Construction Change Management

Contractors shall indicate response protocol, timing, and incorporation of

responses into BIM files in their project-specific BIM execution plan.

Contractors are required to update and upload any changes originating from SQs,

Submittals and Bulletins that have changed their perspective work. Changes shall

be uploaded onto the collaboration site and send out a corresponding notice

indicating the changes and reasoning behind the change within no later than 10

business days from receipt of changes.

4.1.1 BIM Utilisation for SQ Process

The SQ template contains input boxes for confirmation of whether the response to

the SQ may require modification to BIM files. Modification may require geometric

model revision or information input.

The BIM issues item shall be a searchable item of the projects SQ log system.

Contractors are responsible for implementation of modifications to BIM files due to

SQ responses, and shall provide an update of the SQ Log to AAHK on a bi-weekly

basis. So long as change is approved by AAHK, both construction and model

revision shall be continued and executed in parallel.

4.1.2 BIM Utilisation for the Change Order or Bulletin Process

The process for quantifying and correcting clashes caused by a design change to

a signed off and in-progress area is as follows:

Contractors draft the revised 3D layout, minimising the clashes with other trades as much as possible. Revised layouts shall be drawn in an identifiable layer, labeled to match the respective bulletin.

Once the work is drafted, a clash report shall be prepared by the Contractor with all latest posts.


Contractors shall label and audit and report the clashes that are local to the area affected by the change documents, similar to the analysis of detected vs. reported clashes in design stage clash reports.

Contractors shall maintain a change order request template, which provides input boxes to confirm whether the change order has potential to require modification to BIM files, which may include geometric model revision or information input.

BIM issues items shall be a searchable item of the projects Change Order Request log system.

Incorporating approved change orders into BIM files (when applicable) shall be completed in no later than 10 business days after execution of the change order.

4.2 Construction Method Simulation (CMS)

Contractors are required to perform construction method simulation to demonstrate

their construction method for critical construction activities and the congested

construction location (for example, critical R.C. details, building services layout and

etc.). The purpose of construction method simulation is to verify constructability

before construction and reduce risks.

4.2.1 Level of Detail for Construction Method Simulation

Proposed construction sequences, equipment and material being used,

construction site planning and arrangement are required in the construction

method simulation.

4.2.2 Production of Construction Method Simulation

Contractors shall produce construction method simulation in the form of digital

video or other formats approved by AAHK. The video should be shown to project

manager and relative engineers for approving construction methods at least half

month before construction.

The deliverable shall include animation (.mov, .mp4 or .mpeg, unless otherwise

specified by the project’s SOW), as well as all native files used to generate the

construction method simulation.

See Appendix D for details.

4.3 4D Model Simulation (4DMS)

4D model simulation is a construction visualisation tool that utilises time-related

information embedded in BIMs to demonstrate sequence and constructability. The

deliverable shall include animation (.mov, .mp4 or .mpeg, unless otherwise

specified by the project’s SOW), as well as all native files used to generate the

construction method simulation.

Contractors shall develop 4D simulation for visually demonstrating and

communicating proposed project construction programme and phasing. The model

shall include all major building systems and shall, based on and driven by the

approved construction programme, contain sufficient data to show sequential

construction in animation.


The federated model with 4D data shall be submitted with the preliminary and

baseline programme submittals. AAHK mandates a suitable time interval for the

simulation. Continuously update programme information in the model so that

information provided is reflective of the project’s progress. Contractors shall obtain

AAHK’s approval of suitable time intervals ranging from daily to monthly, as 4D

simulation needs may evolve with project progression.

Contractor can propose optional use of BIM in 4D simulation (such as public safety

management, operational impact analysis and constructability logistics and

planning) in the BIM Execution Plan, subject to AAHK’s review and approval.

See Appendix D for details.

4.3.1 Frequency of 4D Simulation Submission

Contractors shall submit up-to-date 4D simulation model upon AAHK’s request.

The deliverable shall include animation as well as all native files used to generate

the 4D simulation.

4.3.2 Project Programme Data for 4D Simulation

Contractors’ project programme shall be linked into BIMs for 4D simulation. The

project programme should include the following information:

Provide construction activity sequences, including rough-in, finish, and phasing schedules for major elements of all models;

Indication of time condition of each model element (e.g. existing, to-be-constructed, to-be-demolished, completed);

Installation/ demolition and arrangement of construction plant and equipment;

Linkage between model elements and time (e.g. start time, finish time); and

Simulation of the construction sequencing and zones/construction joints that corresponds to the construction program’s breakdown structure.

Contractors shall refer to their SOW as agreed with AAHK for project-specific cost

and schedule requirements.

4.3.3 Commissioning Requirements

BIM may be used for commissioning. Commissioning is the process of assuring

that all systems and components of a building or industrial plant are designed,

installed, tested, operated, and maintained according to the operational

requirements of the owner or final client.

The commissioning data including but not limited to design intent, performance

criteria and operations data shall be recorded and/or linked to relevant BIMs as

commissioning occurs throughout the project. It shall be the Contractors’

responsibility to coordinate the information sources and integrate this information

into relevant models for transfer at the completion of the project.

4.4 Linking to Project Management Software for Progress Monitoring

AAHK may employ construction-stage project management or construction

management software/platforms (such as Aconex or Primavera). Contractors shall


ensure the models’ data format are compliant to AAHK-specified software/platform,

and key information can be synchronised and exchanged between the model and

the software/platform.

Contractors shall submit a plan to AAHK for review prior to the start of construction.

The plan shall outline the process for concurrent as-built documentation.

Concurrency is mandated; methods for recording as-built information are left to the

discretion of Contractors subject to AAHK’s approval.

4.5 Construction Stage BIM Model Update

Contractors shall continually maintain an updated model and submit status monthly

report to ensure the model reflects the latest construction status and issues within

one month. An updated model with coherent primary systems (include, but may not

be limited to: structural framing, primary HVAC, primary fire protection, primary

electrical, ceiling grids layouts) is a payment requirement as stated in the contract.

Potential options for concurrency may include traditional methods of surveying and

model modification, or laser scanning of completed or partially completed primary

systems coordinated with the sequence of construction. Model changes maybe

integrated in SQ and change orders (CO) approval processes. Responsibility of

the modelling updates is determined by AAHK-approved Project-Specific BIM

Execution Plan.

Contractors shall setup a process of developing the record as-built model from

continuous updates of the construction model. All as-built information shall be

reconciled and included in the record model. This process shall be stated in the

project-specific BIM execution plan.

The BIM status of each Contractors shall be reported in a specific BIM section as

part of Contractors’ project progress report. In addition, Contractors shall prepare

a separate monthly BIM progress report, which shall include the following

information at the minimum:

Model progress percentage by discipline

Coordination progress percentage by discipline

Description of major progress

Model list and drawing generation list up to date

Known issues and strategies to resolve

Clash status

Progress as compared to BIM schedule

Other critical project-specific BIM issues

4.6 Trade-Specific Construction Software

Based on scope and tender documents, Contractors may propose to use trade-

specific construction software in addition to Tekla to increase benefit of using BIM.

The software shall be reviewed and approved by AAHK.


In the event Contractors utilise trade-specific software, matching and updated 3D

CAD exports shall be available at all times for spatial coordination and clash

detection with other BIMs.

4.7 Construction BIM Deliverables

Refer to Appendix C Part 1 – BIM Matrix for details.

4.7.1 Construction Model

The construction model, as it is updated throughout the project duration, shall

represent in electronic format of the physical design and construction of the project,

and usable for the preparation of shop drawings, fabrication drawings, and

coordination.

Contractors may utilise technologies available on market to verify as-built 3D

conditions. For instance, Contractors may laser scan all the concealed elements,

(e.g. conduits, junction box) before pouring the concrete. The point cloud data shall

then be inserted into BIM models for easier review of actual conduit location.

Contractors shall provide as-built models after republish record documents. A final

record federation model should be saved as the final BIM deliverable. Contractors

should combine all the as-built models in federation model and handover to submit

to AAHK for approval.

Contractors shall ensure as-built models have mandatory information embedded

to be used for future facility management purpose, which shall be aligned with

Appendix D – BIM Standard.

4.7.2 Construction Model Element

In addition to the following model elements, Contractors shall cross reference the

project’s SOW and design BIM models (if available) to ensure all model elements

within scope are present in construction BIM model, unless exempt by AAHK.

Refer to Appendix C Part 1 – BIM Matrix for details.

In addition to geometric / graphic information, Contractors shall extract non-graphic

information from the model by requests of AAHK to facilitate decision making

process.

4.7.2.1 Architecture

Architecture models shall include all systems within architecture construction SOW,

including but not limited to exterior walls and curtain walls, floors, ceilings, roof

coverings and openings, exterior doors/windows/louvers, interior

doors/windows/louvers, stairs and ramps, elevators and escalators. Interior

features, if within SOW, such as caseworks, counters, fittings and furniture shall

also be modelled. Rooms, areas and relevant schedules shall be present in the

model with the final facility management-required numbering, coding or names as

confirmed by AAHK.


Rooms shall have non-graphic information such as location (level and zone), room

name matching SoA, room number, room type, department, required area (sq m),

provided area (sq m), and fire rating.

Area calculations (e.g. tenancy areas, if any) shall be conducted in BIM; “Rentable

Area” area plan type shall be used, but shall follow AAHK calculation rules rather

than automatic generation.

For tenancy area calculation, use “Rentable Area” area plan type. Ensure rentable

areas are calculated following AAHK-specified tenancy area measurement method

and definition of area terminologies.

Any duplicate with other system models shall be removed (e.g. structural walls,

HVAC grills, electrical fittings). All installation details shall be modelled.

4.7.2.2 Structure

Structural models shall include all systems within structural construction SOW,

including but not limited to foundations and footings, slabs, floors, columns

structural walls, structural roof systems, rebar reinforcement and joints. Openings,

framings and supports of stairs, ramps, shafts and pits shall be modelled.

For steel construction, as-built elements’ steel material properties of such as

strength and ductility shall be parametrically included.

For concrete construction, as-built elements’ concrete grade information shall be

parametrically included.

4.7.2.3 Building Services

Building Services models shall include all systems involved in BS construction

SOW, include but not limited to MVAC system, power supply and distribution

system, lighting system, earthling and lighting system, cable containment and

equipment for airport system, hydraulic services system, and fire services system,

etc. Model elements shall cover the plant and equipment, manholes, pits,

chambers, generator, switchboard, security card readers, CCTV cameras, BMS

I/O panel, etc. The operation and maintenance space of an equipment shall be

included families for checking spatial requirements. All installation and fabrication

details (including but not limited to duct segment, maintenance space, confirmed

hanger and support etc.) shall be modelled.

4.7.2.4 Underground Utilities

Underground Utilities model shall include all systems within the SOW, including but

not limited to seawater supply systems, sewerage/foul water systems, grey water

collection and treatment systems, potable water and fire hydrant systems, irrigation

systems, airfield ground lighting systems, gas supply systems, power supply and

distribution systems, storm water drainage and oil separation systems,

telecommunication services systems, underground cable duct/tunnel/pit system for

power, earthing and telecommunications, street lighting system, aviation fuel

hydrant system, associated automated control and monitoring systems, street

lighting systems, and etc.


In the underground utilities model, reference alignment and ground surface are

required for each system. Contractors shall provide AAHK required views, including

but not limited to 2D plan views, profile views, schedules and section views for all

systems. These 2D views shall contain required annotations and notes for all

elements and can be used for generating 2D drawing sheets which shall align with

the latest version of AAHK CADD STANDARD.

In the underground utilities models, Contractors shall provide different object styles

and label styles for presenting underground utilities model elements as required by

AAHK.

Contractors shall export the underground utilities model to ACSII format.

Information in the ACSII file shall including but not limited to manhole coordinate,

manhole ID, draw pit ID, gully ID, type, top level, bottom level, invert level, and

outlet level.

4.7.2.5 Civil Features

Contractors shall provide all civil feature models, including but not limited to pillar

box, fire hydrant, planter, road signage, airfield facilities, anchor and road lighting,

with parameters intact (e.g. coordinate, elevation, type). The coordinate shall be

set to the centroid of civil features.

In the civil feature models, Contractors shall provide AAHK required views,

including but not limited to 2D plan views, profile views, schedules and section

views. These 2D views shall contain required annotations and notes for all



Contractors shall export the civil features model to ACSII format.

4.7.2.6 Road Features

Contractors shall provide alignments and surfaces for road features, including but

not limited to runways, pavement, corridors, viaducts, and tunnels. Native models

shall contain design parameters.

In the road models, Contractors shall provide AAHK required views, including but

not limited to 2D plan views, profile views, schedules, and section views. These 2D

views shall contain required annotations and notes for all elements and can be

used for generating 2D drawing sheets which shall align with the latest version of

AAHK CADD STANDARD.

Contractors shall also include cross sections/assemblies in road model.

4.7.2.7 Topography Surface

Contractors shall provide the digital terrain model (DTM) for the topography

surface, including but not limited to site formation, road features, natural slope,

artificial slope, seabed surface, and geotechnical features.

In the topography surface models, Contractors shall provide AAHK required views,

including but not limited to 2D plan views, section views, schedules and etc. These


2D views shall contain required annotations and notes for all elements and can be

used for generating 2D drawing sheets which shall align with the latest version of

AAHK CADD STANDARD.

In the topography surface models, Contractors shall provide AAHK required

surface styles and label styles for presenting surface model. The surface object

shall contain AAHK required description of the surface, including but not limited to

full name of the surface object, source data file name, project stage and etc.

Contractors shall export the DTM to the point data in grid format. Half (0.5) meter

grid shall be used.

4.7.2.8 Ground Investigation Data

Contractors shall provide ground investigation data in verified AGS format and

append to the site model for reference.

4.7.2.9 Geotechnical

Contractors shall provide the geotechnical model of soil layers, including but not

limited to seabed, fill, marine deposits, alluvium, colluvium, completely and highly

decomposed granite, bed rock and etc. The 3D borehole stick models are also

included. These geotechnical models shall be generated from the verified

geotechnical investigation file e.g. AGS.

In the geotechnical models, Contractors shall provide AAHK required views,

including but not limited to 2D plan views, profile views, schedules and section

views. These 2D views shall contain required annotations and notes for all



4.7.3 Final Construction BIM Deliverables

Final version of Project-Specific BIM Execution Plan

Construction stage Project-Specific BIM Execution Plan addendum (if any)

Federation map revision (if any)

As-built BIM at LOD 400 including built-in AAHK Asset fields

O&M manual

Simulation files (native files and exported animation) (if any)

List of submitted files

Clash analysis report with summaries and findings

Final error-free clash report

BIM deliverables Checklist

Contractors shall ensure the final construction BIM model is consistent with all the

submitted 2D drawings, non-graphic information, reports, technical notes and

relevant documents.


4.7.4 Verified As-built BIM

Verified as-built models are the models that have been verified by the AAHK’s

appointed parties, and served as the final record matching the physical condition

of the project at the moment of project closeout.

The as-built models must be proofed that it is aligned with the survey as-built

records.

Verified as-built BIM shall be LOD 500. Contractors shall submit verified as-built

models integrated with O&M manual and NQAA data per project closeout

requirements.


5 QC/QA Requirements

5.1 Model Archive

Contractors shall maintain their own model archives separate from collaboration

site, for the duration of the project.

5.2 QC/QA Checks

Contractors are responsible for initiating and continuously conducting Quality

Control (QC) / Quality Assurance (QA) under AAHK’s audit activities. Contractors

are required to comply with QC/QA protocols set forth by AAHK in this Document,

as well as specific requirements in each project’s SOW.

All field-captured QC/QA data including but not limited to performance criteria and

operations data shall be recorded and/or linked to BIMs as QC/QA occurs

throughout the project. Contractors are responsible for coordinating the information

sources and integrating the information into the models for transfer at the

completion of their respective scope.

Contractors are required to submit BIMs periodically, accompanied by Appendix F

- BIM Checklist which shall be filled out by Contractors. AAHK and AAHK-

designated BIM Consultant shall check the conformance of models to their

accompanying Checklists, or rejection and send back to Contractors if significant

non-conformance occurs.

5.2.1 Model-Related Documentation Check

Model-related documentation checks verify the sufficiency of documents including

federation map, model and drawing register list to ensure:

The latest revision is provided;

Compliance with AAHK’s overall BIM Project Execution Plan; and

Completeness of items that needs to be included within these documents.

5.2.2 Model Compliance Check

Model compliance checks verify the compliance of the models:

Format, such as software version and extension;

Naming, such as naming of the files and their corresponding folders;

General settings, such as grid, survey point, project base point, shared coordinate and coordinate system, units, colour, shared parameters, attributes, reference links;

Consistency of 2D information generated from BIM model.

5.2.3 Model Quality Check

Model quality checks verify the quality of the models:

General housekeeping, such as cleanness, flags links, unpurged elements and unused views;


Visual check, such as missing elements, discontinuous elements or disconnected system, overlapping elements, flying objects or misplacement and clashes.

5.2.4 Project-specific BIM Execution Plan Check

Project-specific BIM Execution Plan checks verify the content and quality of

Project-specific BIM Execution Plan authored by Contractors, including:

Compliance to this Document and other requirements;

Sufficiently address BIM work scope, BIM uses and methodologies;

Model and process management internally and for collaboration; and

Model quality, LOD and quality control methodology.

5.2.5 Clash Report Check

Clash report checks verify the quality of clash reports:

Clash detection model quality and completeness, to ensure that the agreed process is followed and complete with internal clashes, interfacing parties, hard and soft clashes, with the results grouped;

Clash summary report quality, including summary, clash names, clash distance, solution (both internal and interfacing);

Simulation check, including checking of 4D Simulation, Construction Simulation and other Simulations.



Appendix A

APPENDIX A TO

APPENDIX J

Contract T18W008 PS AJ A 1/3 (Addendum No.1) AA 07/12/18

Primary Sorter Replacement Works for Baggage Handling System

Particular Specification – Appendix J – Appendix A

2D Two-dimensional space (X and Y coordinates)

3D Three-dimensional space; in the context of BIM, a representation of a

facility/asset in three dimensions (X, Y and Z coordinates)

3RS Three Runway System at the Hong Kong International Airport

4D

BIM model developed by addition of time dimension to a 3D model; also

referred to as 4D simulation or 4D planning

4DMS 4D Model Simulation

5D Cost Estimation in addition to 4D

AAHK Airport Authority Hong Kong

AAHK CADD

Standard

Airport Authority CADD Standard for AutoCAD and Microstation

AAMS Airport Asset Management System

AB As-Built Stage

ABHS AECOM BIM Healthy Start

ABWF Architectural and Builder's Works and Finishes

AIA The American Institute of Architects BIMFORUM Level of Development

Specification

AIM Asset Information Management

APM Automated People Mover System

AUT Model Author

BAS Building Automation System

BHS Baggage Handling System

BIM Building Information Modelling or Building Information Model

CAD Computer Aided Design

CADD Computer-Aided Design & Drafting

CAT Category Code for BIM Matrix Model Elements

CBWD Combined Builder’s Works Drawings

CDE Common Data Environment

CF Concept, Feasibility, Planning Stage

CIC HK Construction Industry Council Hong Kong

COBie Construction Operations Building Information Exchange

CMMS Computerised Maintenance Management System

CMS Construction Method Simulation

CSD Combined Services Drawings

CT Construction Stage

DC Design Consultant

APPENDIX A TO

APPENDIX J


Primary Sorter Replacement Works for Baggage Handling System Particular Specification – Appendix J – Appendix A

DD Detailed Design Stage

DIA Denver International Airport

ELS Excavation and Lateral Support

FIS Federal Inspection Services

FM Facility Management

GBP General Building Plan

GIS Geographic Information System

HKIBIM Hong Kong Institute of Building Information Modelling

HKPD Hong Kong Principal Datum

IAF International Arrivals Facility

IFC Industry Foundation Class

IMS Integrated Management System

KPI Key Performance Index

LOD Level of Development

NDA Non-Disclosure Agreement

NQAA Notification of Quality Assurance Activity

O&M Operation and Management

PDS Project Delivery System

PIM Project Information Model

PM/CM Project Management/ Construction Management

PXP BIM Execution Plan

QA Quality Assurance

QMS Quality Management System

RFP Request For Proposal

ROI Return Of Investment

RtC Response To Comments

SD Schematic Design Stage

SFO San Francisco International Airport

SMF Silos Maintenance Facility

SOS Scope of Service

SOW Scope of Works

SQ Site Query

SSI Sensitive Security Information

T2 Terminal 2

TRC Third Runway Concourse

APPENDIX A TO

APPENDIX J


Primary Sorter Replacement Works for Baggage Handling System Particular Specification – Appendix J – Appendix A

TSD or TS AAHK’s Technical Services Department

UOM Unit of Measure

VDI Virtual Desktop Infrastructure

WC Contractor or Working Contractor


Appendix C1

1 Site Model

RGB No. CT AB

aTopography (existing site and

surrounding land use) m

2 TOP 132,132,132 400 500 N/A TIN surface

b Topography (site formation) m2 SIT 0,255,255 400 500 N/A Corridor, TIN surface

c Natural slope m2 NSL 76,38,38 400 500 N/A TIN surface

d Artificial slope m2 ASL 63,127,127 400 500 N/A Corridor, TIN surface

e Flexible barrier m/No. FBR 255,127,127 400 500 Generic Models Point/Corridor

f Rigid barrier m / m³ RBR 255,191,127 400 500 Generic Models Corridor

g Retaining wall m / m³ RET 233,255,127 400 500 Structural Foundations Corridor

hMassing model of adjacent

areas or surrounding buildings - SUR 214,214,214 400 500 Mass N/A

i Geological model m2 GEO 400 500 N/A TIN surface

i.1 Seabed m2 SBD 206,237,237 400 500 N/A TIN surface

i.2 Fill m2 FLL 183,146,36 400 500 N/A TIN surface

i.3 Marine deposits m2 MAD 140,200,247 400 500 N/A TIN surface

i.4 Alluvium m2 ALL 255,255,182 400 500 N/A TIN surface

i.5 Colluvium m2 COL 204,204,255 400 500 N/A TIN surface

i.6 Completely and highly

decomposed granitem

2 HDG255,218,217

400 500 N/A TIN surface

i.7 Bedrock m2 BRK 231,157,157 400 500 N/A TIN surface

jPavement (carriageway,

footpath, cycle track) m / m³ PAV 159,255,127 400 500 N/A Corridor

k Noise barrier m2 NSB 127,191,255 400 500 Generic Models Corridor

l Planter m/No. PTR 159,127,255 400 500 Generic Models Point

m Bollard No. BOL 153,76,76 400 500 Generic Models Point

n Phone booth No. PHB 153,114,76 400 500 Generic Models Point

o Signage No. SGN 153,153,76 400 500 Generic Models Point

p Security fence - Concrete wall m / m³ FEW 204,153,255 400 500 Walls Corridor

qSecurity fence - Concrete

foundationm³ FEF 204,153,255 400 500 Structural Foundations Corridor / Point

r Security fence - Wire mesh m2 FEM 169,208,142 400 500 Mass Corridor

s Security Fence - Access gate No. FEG 204, 178, 102 400 500 Doors Point

tSurface channel, slot channel,

external drainage m EDR Default 400 500 N/A Pipe, Structure, Corridor

u Box culvert No. CUL Default 400 500Walls / Floors / Structural

FoundationsCorridor

v Nullah No. NUL Default 400 500Walls / Floors / Structural

FoundationsCorridor

UOMColour LOD

Model ElementsRequired

(yes/no)

CAT

CodeAUT Revit Category RemarksCivil 3D Object Type

C1 1/23

APPENDIX C1

2 Architecture Model

RGB No. CT AB

a Building massing model m2 MAS 210,210,210 400 500 Mass N/A

bRoom, space, corridor, plant

and equipment room m

2 SPA 210,210,210 400 500 Rooms N/A

c Elevator shaft space - ESS 210,210,210 400 500 Mass N/A

d Floor, slab, ramp, roof m2 FLR 210,210,210 400 500

d1-Floor, slab: Floors ;

d2-Ramp: Ramps ;

d3-Roof: Roofs

N/A

eFeature roof, sloped roof

covering systemm

2 FOO 210,210,210 400 500 Roofs N/A

f Basic structural column & wall - ACL 255,255,204 400 500

e1-Basic architectural

column: Columns;

e2-Basic architectural

wall: Walls.

N/A

g Basic structural beam & framing - ABS 255,255,204 400 500 Structural Framing N/A

h Exterior wall m2 EWL 210,210,210 400 500 Walls N/A

iInterior wall / partition / non-

structural wall m

2 IWL 255,191,127 400 500 Walls N/A

jCurtain wall, including shading

devices m

2 CTM 127,255,255 400 500 Walls N/A

k Precast façade, cladding m2 CLD 191,127,255 400 500 Walls / Curtain Systems N/A

l Door (exterior and interior) No. DOR 204,178,102 400 500 Doors N/A

m Window No. WDW 127,255,255 400 500 Windows N/A

n

Louver, decorative louver,

sunshading & other

architectural feathers

No. LOU 210,210,210 400 500 Windows N/A

o Skylight No. SKY 127,255,255 400 500 Windows N/A

p Ceiling: Exterior m2 CLE 210,210,210 400 500 Ceilings N/A

q Ceiling: Interior m2 CLI 255,255,255 400 500 Ceilings N/A

r Stairs, steps m2 AST 210,210,210 400 500 Stairs N/A

sRailing, balustrade, handrail,

guardrail No. BAL 210,210,210 400 500 Railings N/A

tAccess ladder, catwalk,

maintenance platform No. LAD 210,210,210 400 500 Specialty Equipment / Site N/A

u Smoke vent m SMV 255,127,223 400 500Ducts, Duct Fittings, Duct

AccessoriesN/A

v Fire shutter No. FST 255,0,0 400 500 Doors N/A

wInternal landscape (hardware

only)- ILA 0,255,0 400 500 Site / Topography N/A

x Signage, direction No. SGD 210,210,210 400 500 Parking / Site N/A

y Flight information display No. FID 210,210,210 400 500 Parking / Site N/A

UOMModel ElementsColour

RemarksRequired

(yes/no)

CAT

CodeAUT

LODRevit Categories Civil 3D Object Type

C1 2/23

APPENDIX C1

zCheck-in counter, transfer

counter, kioskNo. BFU 210,210,210 400 500 Specialty Equipment N/A

aa Building movement joint - BMJ 210,210,210 400 500 Structural Connections N/A

ab Building maintenance unit No. BMU 210,210,210 400 500 Specialty Equipment N/A

ac

Furniture, fixtures & fittings,

including desks, workstations,

casework, cabinets, appliances,

loose Equipment

No. FUR Default 400 500 Furniture N/A

ad Fire hood/enclosure No. FEN 255,0,0 400 500 Specialty Equipment N/A

ae Smoke curtain or barrier No. SBA 255,0,0 400 500 Specialty Equipment N/A

af Sports Equipment No. SST Default 400 500 Furniture N/A

ag Planter Cladding Panels No. PCP Default 400 500 Walls / Balusters N/A

ah Means of Egress m MOE Default 400 500 Generic Model / Mass N/A

aiDynamic envelope in

architecture model- ADE 240,180,210 400 500 Mass N/A

C1 3/23

APPENDIX C1

3 Structure Model

RGB No. CT AB

Foundation (pile) m Structural Foundations N/A

Foundation (pile cap) m³ Structural Foundations N/A

Foundation (tie/ground beam) m³ Structural Framing N/A

Foundation (footing) m³ Structural Foundations N/A

b Diaphragm wall, retaining wall m³ DWL 204,153,255 400 500Walls / Structural

FoundationsN/A

Excavation m³ Topography TIN surface, Corridor

Lateral stability system (vertical

support)ton Structure Columns N/A

Lateral stability system (lateral

support)ton Structural Framing N/A

Concrete beam m³ N/A

Steel beam, hanger ton N/A

Concrete structural column,

post m³ N/A

Steel structural column, post ton N/A

f Structural wall m³ SWL 0,76,38 400 500 Walls N/A

Slab, floor m³ Floors N/A

Ramp m³Generic Model, Floor,

RampsN/A

Roof m³ Roofs N/A

Transfer structure (transfer

plate) m³ Floors N/A

Transfer structure (truss) tonStructural Trusses /

Structural FramingN/A

Assembled stairs ton N/A

Monolithic stairs m³ N/A

Precast stairs m³ N/A

j Bracing Ton BRA 128,0,0 400 500 Structural Framing N/A

kTemporary work, temporary

structure, platforms Ton TMW

128,128,128

(50% Trans)400 500

Structure Columns /

Structural Connections /

Structural Foundations /

Structural Framing /

Structural Stiffeners

N/A

lTunnel structure (tunnel box,

subway, utilities tunnel)m³ TUN 128,128,128 400 500

Walls / Floors / Structural

FoundationsCorridor

Revit Categories

ELS

STE

500

Stairs

400 500

400

204,153,255

500

i

UOM

c


(yes/no)

CAT

CodeAUT

400 500

Colour LOD

SFO 400 500

BEM

400 500

128,128,128

Structural Framing

Structural Columns

d

a

128,0,0

Remarks

SCL 128,128,128

Civil 3D Object Type

h TRS 128,128,128 400 500

SLA 128,128,128g

128,128,128

e

400

C1 4/23

APPENDIX C1

m Structural Steel Ton STS 128,0,0 400 500

Structure, Columns /

Structural, Connections /

Structural, Foundations /

Structural, Framing /

Structural, Stiffeners

N/A

n Structural Steel Roof Ton SSR 128,0,0 400 500






N/A

o ABWF Structure Ton ABW 128,0,0 400 500






N/A

p Rebar No. REB 64,64,64 400 500 Structural Rebar N/A

qDynamic envelope in structure

model- SDE 240,180,210 400 500 Mass N/A

C1 5/23

APPENDIX C1

4 Mechanical Ventilation & Air Conditioning Model

RGB No. CT AB

a Supply air duct m / No. SAD 51,204,204 400 500Ducts, Duct Fittings, Duct

AccessoriesN/A

b Fresh air duct m / No. FAD 51,204,204 400 500Ducts, Duct Fittings, Duct

AccessoriesN/A

c Exhaust (extract) air duct m / No. EAD 51,204,204 400 500Ducts, Duct Fittings, Duct

AccessoriesN/A

d Return air duct m / No. RAD 51,204,204 400 500Ducts, Duct Fittings, Duct

AccessoriesN/A

e Transfer air duct m / No. TAD 51,204,204 400 500Ducts, Duct Fittings, Duct

AccessoriesN/A

f Fan No. FAN 51,204,204 400 500 Mechanical Equipment N/A

gDiffuser, air-boot, air grill, air

filter, register No. AIR 51,204,204 400 500 Air Terminals N/A

h Damper No. DAM 51,204,204 400 500 Duct Accessories N/A

i Fan coil unit No. FCU 51,204,204 400 500 Mechanical Equipment N/A

j Air handling unit No. AHU 51,204,204 400 500 Mechanical Equipment N/A

k Chiller plant unit No. CHL 51,204,204 400 500 Mechanical Equipment N/A

l Variable refrigerant volume unit No. VRV 0,176,240 400 500 Mechanical Equipment N/A

m Cooling tower No. COT 0,176,240 400 500 Mechanical Equipment N/A

nSplit-type indoor & outdoor air

conditioning unit No. SAC 0,176,240 400 500 Mechanical Equipment N/A

o Chilled water supply pipe m CWS 0,176,240 400 500Pipes, Pipe Fittings, Pipe

AccessoriesN/A

p Chilled water return pipe m CWR 0,176,240 400 500Pipes, Pipe Fittings, Pipe

AccessoriesN/A

q Condensate drain pipe m CDP 0,176,240 400 500Pipes, Pipe Fittings, Pipe

AccessoriesN/A

rVentilation / air conditioning

control system for FSD: airsideNo. VAI 51,204,204 400 500 Mechanical Equipment N/A

s

Ventilation / air conditioning

control system for FSD:

waterside

No. VWS 0,176,240 400 500 Mechanical Equipment N/A

t Insulation m2 INS 210,210,210 400 500

Duct Insulations, Pipe

InsulationsN/A

Please apply 50%

transparency to

reveal the colour of

insulated MEP

objects

u Condensing water supply pipe m CDW 0,255,0 400 500Pipes, Pipe Fittings, Pipe

AccessoriesN/A

Revit Categories

Other MVAC

Ductwork

Civil 3D Object TypeAUTLODColour


(yes/no)

CAT

CodeRemarksUOM

C1 6/23

APPENDIX C1

v Condensing water return pipe m CDR 0,255,0 400 500Pipes, Pipe Fittings, Pipe

AccessoriesN/A

w Sea water cooling supply pipe m SWS 0,176,240 400 500Pipes, Pipe Fittings, Pipe

AccessoriesN/A

x Sea water cooling return pipe m SWR 0,176,240 400 500Pipes, Pipe Fittings, Pipe

AccessoriesN/A

y Refrigerant pipe m RFP 0,176,240 400 500Pipes, Pipe Fittings, Pipe

AccessoriesN/A

z Primary air unit No. PAU 0,176,240 400 500 Mechanical Equipment N/A

aa

Chiller water pump, chilled

water pump, cooling water

pump

No. MPP 0,176,240 400 500 Mechanical Equipment N/A

ab MCC/ LCP for MVAC No. MCP 0,176,240 400 500 Electrical Equipment N/A

ac Smoke extraction system No. SED 255,0,0 400 500Ducts, Duct Fittings, Duct

AccessoriesN/A

ad Gas detection system No. GDS 255,0,0 400 500 Electrical Equipment N/A

C1 7/23

APPENDIX C1

aeGas extraction system including

fan, ductworks, damperNo. GES 255,0,0 400 500

Fan - Mechanical

Equipment;

Ductworks - Ducts, Duct

Fittings and Duct

Accessories;

Damper - Duct

Accessories;

N/A

af Air Compressor No. AIC 0,176,240 400 500 Mechanical Equipment N/A

ag Air Receiver No. ARE 0,176,240 400 500 Mechanical Equipment N/A

ah Compressed air pipe No. CAP 51,204,204 400 500Pipes, Pipe Fittings, Pipe

AccessoriesN/A

ai Variable control damper No. VCD 51,204,204 400 500 Duct Accessories N/A

aj Fire damper No. FDP 255,0,0 400 500 Duct Accessories N/A

akMotorised smoke and fire

damperNo. MSF 51,204,204 400 500 Duct Accessories N/A

al Silencer No. SIL 51,204,204 400 500 Duct Accessories N/A

am Access panel No. APN 51,204,204 400 500 Electrical Equipment N/A

an Tunnel ventilation fan No. TVF 51,204,204 400 500 Mechanical Equipment N/A

ao Tunnel jet fan No. TJF 51,204,204 400 500 Mechanical Equipment N/A

ap Air quality monitoring system No. AQM 51,204,204 400 500 Mechanical Equipment N/A

aqDynamic envelope in MVAC

model- MDE 240,180,210 400 500 Mass N/A

C1 8/23

APPENDIX C1

5 Hydraulic (Plumbing, Water Supply)

RGB No. CT AB

a Fresh water piping m FWP 0,255,255 400 500Pipes, Pipe Fittings, Pipe

AccessoriesN/A

b Flush water piping m FLW 0,153,0 400 500Pipes, Pipe Fittings, Pipe

AccessoriesN/A

c Gas piping m GAS 198,89,17 400 500Pipes, Pipe Fittings, Pipe

AccessoriesN/A

d Valve No. VLV By System 400 500 Pipe Fittings N/A

e Water storage tank No. WAT By System 400 500 Mechanical Equipment N/A

f Pressure vessel No. PRV By System 400 500 Mechanical Equipment N/A

g Sink, washbasin No. SNK By System 400 500 Plumbing Fixtures N/A

h Tap, faucet No. TAP By System 400 500 Plumbing Fixtures N/A

i Water meter No. WMT By System 400 500 Pipe Accessories N/A

j Pump No. PMP By System 400 500 Mechanical Equipment N/A

k Calorifer No. CAL By System 400 500 Mechanical Equipment N/A

l Boiler No. BLR By System 400 500 Mechanical Equipment N/A

m Water storage heater No. WSH By System 400 500 Mechanical Equipment N/A

n Cleansing water piping m CWP 0,255,255 400 500Pipes, Pipe Fittings, Pipe

AccessoriesN/A

o MCC/LCP for plumbing & water No. MPW 0,255,255 400 500 Electrical Equipment N/A

pDynamic envelope in plumbing

& water supply model- PDE 240,180,210 400 500 Mass N/A

Revit CategoriesAUT Civil 3D Object TypeUOMLOD


(yes/no)Remarks

ColourCAT

Code

C1 9/23

APPENDIX C1

6 Drainage & Sewage Model

RGB No. CT AB

aRainwater, storm water pipe,

storm drain m RWP 0,0,255 400 500

Pipes, Pipe Fittings, Pipe

AccessoriesPipe

bSurface channel, slot channel,

external drainage m RWC Default 400 500 Plumbing Fixtures Pipe / Corridor

c Sewerage pipe, foul sewer drain m SWP 122,0,0 400 500Pipes, Pipe Fittings, Pipe

AccessoriesPipe / Pressure pipe

d Toilet Fixture No. WCS Default 400 500 Plumbing Fixtures N/A

e Sump or sewage pit No. PIT Default 400 500 Plumbing Fixtures N/A

f Pump No. PMP Default 400 500 Mechanical Equipment N/A

g Grease trap No. GTR Default 400 500 Plumbing Fixtures N/A

h Sand trap No. STP Default 400 500 Plumbing Fixtures N/A

i

Kitchen waste pipe work

including floor drain, open

trapped

No. KWP Default 400 500 Plumbing Fixtures N/A

jGully, sealed trapped gully,

clean outs and vent No. GUL Default 400 500 Plumbing Fixtures Pipe/ Corridor

k Manhole, terminal manhole No. SMH Default 400 500 Plumbing Fixtures Structure

Model in Revit if

designed as part of

the BS system

(interfacing with UU).

Model in Civil 3D if

BS connection does

not exist.

l Floor drain No. FLD Default 400 500 Plumbing Fixtures N/A

m Rainwater outlet No. RWO 0,0,255 400 500 Plumbing Fixtures N/A

n Petrol oil interceptor No. PEI Default 400 500 Plumbing Fixtures N/A

o Submersible sump pump No. SSP Default 400 500 Plumbing Fixtures N/A

pValve (gate valve, non-return

valve etc.)No. DVL Default 400 500 Pipe Accessories N/A

q Vent pipe m VTP Default 400 500Pipes, Pipe Fittings, Pipe

AccessoriesN/A

rDynamic envelope in drainage

& sewage model- DDE 240,180,210 400 500 Mass Corridor

Revit CategoriesCAT

CodeAUT

LODCivil 3D Object TypeUOM

ColourModel Elements

Required

(yes/no)Remarks

C1 10/23

APPENDIX C1

7 Fire Services Model

RGB No. CT AB

a Automatic actuating device No. AAD 255,0,0 400 500 Fire Alarm Devices N/A

b Drencher system m DRE 255,0,0 400 500 Sprinklers N/A

c Dust detection system No. DDS 255,0,0 400 500 Specialty Equipment N/A

dFire alarm system, gongs &

break glass unit No. AFA 255,0,0 400 500 Fire Alarm Devices N/A

eFire detection system, heat or

smoke detectors No. SHD 255,0,0 400 500 Fire Alarm Devices N/A

f Fire hydrant/hose reel system No. FHR 255,0,0 400 500 Pipe Accessories N/A

gFixed automatically operated

approved appliance No. FAA 255,0,0 400 500 Electrical Equipment N/A

h

Portable hand-operated

approved appliance, fire

extinguisher

No. PAA 255,0,0 400 500 Specialty Equipment N/A

iRing main system with fixed

pump m RMS 255,0,0 400 500 Mechanical Equipment N/A

j Sprinkler pipe work m SPR 255,0,0 400 500Pipes, Pipe Fittings, Pipe

AccessoriesN/A

k Sprinkler head No. SPH 255,0,0 400 500 Sprinklers N/A

l Sprinkler valve & flow switch No. SPV 255,0,0 400 500 Pipe Accessories N/A

m Sprinkler supply tank No. SPT 255,0,0 400 500 Mechanical Equipment N/A

n Sprinkler pump No. SPP 255,0,0 400 500 Mechanical Equipment N/A

o Street fire hydrant system No. SFH 255,0,0 400 500 Pipe Accessories Point / Appurtenance

p Fire service water pump No. FSP 255,0,0 400 500 Mechanical Equipment N/A

q Fire service tank No. FSK 255,0,0 400 500 Mechanical Equipment N/A

r

Gaseous extinguishing

system/clean agent

suppression system

No. GFE 255,0,0 400 500 Mechanical Equipment N/A

s Fixed foam pump No. FFP 255,0,0 400 500 Mechanical Equipment N/A

t Fixed foam pipework m FPW 255,0,0 400 500Pipes, Pipe Fittings, Pipe

AccessoriesN/A

u Fixed foam bladder tank No. FBT 255,0,0 400 500 Mechanical Equipment N/A

vGas flooding system, pipe,

cylinderNo. GFS 255,0,0 400 500

Pipes, Mechanical

EquipmentN/A

wDynamic envelope fire services

model- FDE 240,180,210 400 500 Mass N/A

Revit CategoriesLOD

UOMColour

Civil 3D Object TypeModel ElementsRequired

(yes/no)

CAT

CodeAUT Remarks

C1 11/22

APPENDIX C1

8 Electrical Model

RGB No. CT AB

aCable tray, cable containment,

power feed m CAB 255,255,0 400 500 Cable Trays N/A

b Armoured cables, conduit m COD 255,255,0 400 500 Conduits N/A

cConcealed and cast-in place

conduit No. CCC 255,255,0 400 500 Conduits N/A

dTrunking, bus duct, busbar,

buswaym TRK 255,255,0 400 500

Ducts, Duct Fittings, Duct

AccessoriesN/A

eGenerator or emergency

generator No. GEN 255,255,0 400 500 Electrical Equipment N/A

fGenerator exhaust flue incl.

acoustic treatment No. EXH 255,255,0 400 500 Electrical Equipment N/A

gDiesel tank & fuel pipes for

emergency generator m FUL 255,126,0 400 500

Mechanical Equipment,

Pipes, Pipe Fittings, Pipe

Accessories

N/A

h Electric meter No. MET 255,255,0 400 500 Electrical Equipment N/A

i Transformer No. TRM 255,255,0 400 500 Electrical Equipment N/A

j Switch board, switchgear No. BRD 255,255,0 400 500 Electrical Equipment N/A

kPanel board, motor control

centre No. PAN 255,255,0 400 500 Electrical Equipment N/A

l

Outlet, panel, wall switch,

circuiting to device, security

device, card access and “plug

mould” (socket point) ,lighting

switch, power socket

No. SWT 255,255,0 400 500 Electrical Equipment N/A

m Light fitting No. LGD 255,255,0 400 500 Lighting Fixtures N/A

n Emergency lighting No. EML 255,255,0 400 500 Lighting Fixtures N/A

o Emergency power point No. EPP 255,255,0 400 500 Electrical Equipment N/A

p Exit sign No. EXI 255,255,0 400 500 Lighting Fixtures N/A

qBMS system incl. DDC panel,

I/O Panel, Field Control UnitsNo. DDC 255,255,0 400 500 Electrical Equipment N/A

rSCADA system sensor, control

panelNo. SCA 255,255,0 400 500 Electrical Equipment N/A

sEarth tap, well joint, earth bar,

earth pitNo. ETH 255,255,0 400 500 Electrical Equipment N/A

t

Uninterruptible Power Supply

(UPS) system, switchboard,

battery

No. UPS 255,255,0 400 500 Electrical Equipment N/A

u EV charger point No. EVC 255,255,0 400 500 Electrical Equipment N/A

vService trench for fuel pipe of

generator systemNo. STC 255,255,0 400 500 Electrical Equipment N/A

Revit Categories Civil 3D Object TypeCAT

CodeUOM

ColourRemarksAUT

LODModel Elements

Required

(yes/no)

C1 12/23

APPENDIX C1

w

Underground cable trench for

LV/HV transformer room/switch

room

No. UCT 255,255,0 400 500 Electrical Equipment N/A

x

Earthing and lightning system

incl. mat terminal/ tape /

earthing pit, etc.

No. EAT 255,255,0 400 500 Electrical Equipment N/A

y Capacitor bank No. CPB 255,255,0 400 500 Electrical Equipment N/A

z Active harmonic filter No. AHF 255,255,0 400 500 Electrical Equipment N/A

C1 13/23

APPENDIX C1

aaAutomatic Transfer Switches

(ATS)No. ATS 255,255,0 400 500 Electrical Equipment N/A

ab Isolator No. ISO 255,255,0 400 500 Electrical Equipment N/A

ac Cable link box No. CCP 255,255,0 400 500 Electrical Equipment N/A

adWater leakage detection

systemNo. WLD 255,255,0 400 500 Electrical Equipment N/A

aeMultimedia Broadcast Multicast

Services (MBMS) No. MBS 255,255,0 400 500 Electrical Equipment N/A

af Audio/visual advisory system No. AVS 255,255,0 400 500 Electrical Equipment N/A

agDynamic envelope electrical

model- EDE 240,180,210 400 500 Mass N/A

C1 14/23

APPENDIX C1

9 Special Airport Systems Model

RGB No. CT AB

a Elevator system (by lift supplier) No. LIF Default 400 500 Specialty Equipment N/A

b Escalator No. ESC Default 400 500 Specialty Equipment N/A

c Moving walkway No. EMS Default 400 500 Specialty Equipment N/A

aa To be added by DC Electrical Equipment N/A

ba Equipment including motors No. EIM Default 400 500 Specialty Equipment N/A

bb Baggage envelope No. BAG Default 400 500 Mass N/A

bc Preliminary support structure No. PSS Default 400 500 Generic Models N/A

bd Catwalk m CWK Default 400 500 Generic Models N/A

be Access zone m2 ACZ Default 400 500 Generic Models N/A

bf Egress path m EGP Default 400 500 Generic Models N/A

ca Cable tray m CAB 153,0,204 400 500 Cable Trays N/A

cb

CCTV system including CCTV

camera, control and monitor

equipment

No. CAM 153,0,204 400 500 Electrical Equipment N/A

ccPassenger Flow Management

System (PFMS) CameraNo. PFM 153,0,204 400 500 Electrical Equipment N/A

cdPublic Address System,

speakerNo. SPK 153,0,204 400 500 Electrical Equipment N/A

ceTrunked Mobile Radio (TMR)

System, antennaNo. TMR 153,0,204 400 500 Electrical Equipment N/A

cf Wireless system (antenna) No. WLS 153,0,204 400 500 Electrical Equipment N/A

cg TBE system (mobile antenna) No. TBE 153,0,204 400 500 Electrical Equipment N/A

ch

Access Control System incl.

smart card access panel, card

reader, door interface unit (DIU)

No. ACS 153,0,204 400 500 Electrical Equipment N/A

ciWireless LAN System (WNET)

Access Point and AntennaNo. WLN 153,0,204 400 500 Electrical Equipment N/A

cj

Master Antenna Television

(MATV) system including MATV

distribution frame (MTF), TV

outlet

No. MAT 153,0,204 400 500 Electrical Equipment N/A

ckFlight Information Display

System (field display unit)No. FIS 153,0,204 400 500 Electrical Equipment N/A

cl

Arrival Message Display

System (AMDS) (field display

unit)

No. AMD 153,0,204 400 500 Electrical Equipment N/A

Revit CategoriesCAT

CodeAUTUOM

Lifts & Escalators

Civil 3D Object TypeModel ElementsRequired

(yes/no)

Colour LOD

Indoor Airport Systems

Remarks

APM

BHS

C1 15/23

APPENDIX C1

cm

Dynamic Signage Display

System (DSDS) (field display

unit)

No. DSD 153,0,204 400 500 Electrical Equipment N/A

cnUniversal Display System

(UDS) (field display unit)No. UDS 153,0,204 400 500 Electrical Equipment N/A

co

Web-based Information Display

System (WIDS) (field display

unit)

No. WID 153,0,204 400 500 Electrical Equipment N/A

cpe-Directory Kiosk (field display

unit)No. EKI 153,0,204 400 500 Electrical Equipment N/A

cqPersonnel FIDS (field display

unit)No. PFD 153,0,204 400 500 Electrical Equipment N/A

criBeacon Enabled Passenger

Services (iBeEPS)No. IBE 153,0,204 400 500 Electrical Equipment N/A

cs

Voice and data Cabling System

incl. HDF/FDF/TDF, Voice and

Data Outlet (VDO)

No. VDC 153,0,204 400 500 Electrical Equipment N/A

C1 16/23

APPENDIX C1

ct

Airline Check-in Systems -

Common User Terminal

Equipment (ACIS-CUTE)

workstation

No. CUS 153,0,204 400 500 Electrical Equipment N/A

cuAirline Check-in Systems - Self

Bag Drop (ACIS-SBD) SystemNo. BDS 153,0,204 400 500 Electrical Equipment N/A

cv

Telephones incl. VDO, public

pay telephones APABX phones,

courtesy phones, help phones

etc.

No. TEL 153,0,204 400 500 Electrical Equipment N/A

cwiCommon User Self-Service

(Icuss) (field unit)No. IUS 153,0,204 400 500 Electrical Equipment N/A

cxCarpark control system, barrier

gate, sensor, control panel, etc.No. CAP 153,0,204 400 500 Electrical Equipment N/A

da

Fixed Ground Power (FGP)

System incl. link box, main

cable, stand type/mounted type

equipment, control panel,

converter pit, frequency

converter

No. FGP 0,104,104 400 500 N/A

Point, Feature line, Pipe,

Structure, Alignment,

Profile.

db

Aircraft Parking Aids (APA)

System incl. APA stand number

Indicator, optical transmitter,

operation station, equipment

box, hydraulic cylinder

No. APA 0,104,104 400 500 N/A Point, Pipe, Structure

dc Stand Power and PCA Systems No. PCA 0,104,104 400 500 N/A

Point, Feature line,

Alignment, Profile, Pipe,

Structure

ddElectric Vehicle Charging

SystemNo. EVS 0,104,104 400 500 N/A



Profile.

de

Airfield Ground Lighting System

incl. runway lighting fixture

transformer housing, cable

draw pit, cable duct, current

regulator, circuit isolator, etc.

No. AGL 0,104,104 400 500 N/A



Profile.

df

Airport Lighting Warning

System (ALWS) – lighting

warning display, surge arrestor

& RTU, signal distribution

controller, server and

workstation, warning lights

No. ALW 0,104,104 400 500 N/A



Profile.

dg

AA Anemometer (ANEM)

System incl. wind-speed speed

& director transmitter, surge

arrestor & transceiver

No. ANE 0,104,104 400 500 N/A



Profile.

Airfield Facilities Apron/ Airfield System

C1 17/23

APPENDIX C1

dh

Foreign Object Debris Detection

(FOD) System incl. FOD

camera & transceiver

No. FOD 0,104,104 400 500Generic Models, Special

EquipmentPoint, Pipe, Structure,

diIntrusion Detection and

Surveillance System (IDSS)No. IDS 0,104,104 400 500

Generic Models, Special


dj

Sub Pavement Monitoring

System (SPMS) incl. sensor,

data logger & transceiver

No. SPM 0,104,104 400 500Generic Models, Special


dk

Wildlife/Bird Control System

(BCS) including sound repellent

system, local control panel

No. BCS 0,104,104 400 500Generic Models, Special


dl

PA-link System incl. PA

speaker, amplifier, DSP

microphone & paging console

No. PAL 0,104,104 400 500Generic Models, Special


dm

Aircraft Crash Alarm System

(ACAS) incl. call-out button, call-

out alert light, relay panel &

transceiver

No. ACA 0,104,104 400 500Generic Models, Special

EquipmentPoint, Pipe, Structure

dn

GPS GSE Tracking System

(GPS) incl. RFID reader,

equipment box, spur unit

No. GPS 0,104,104 400 500Generic Models, Special


do

Tunnel Traffic Lane Control

System (LCS) – traffic signage,

PLC, local control panel &

transceiver

No. LCS 0,104,104 400 500Generic Models, Special


dp

Aircraft Parking Aids (APA)

System incl. Gantry,

Marshalling Platform

No. APG 0,104,104 400 500

Structure Columns/

Structural Connections/

Structural Foundations/

Structural Framing/

Structural Stiffeners

N/A

dq

Airfield SCADA System incl. I/O

panel, RTU and transceiver, LV

switchboard, drainage control

panel, SCADA filed control unit,

relay panel

No. ASC 0,104,104 400 500 Electrical Equipment N/A

dr

Traffic Control and Surveillance

System (TCSS) incl. control and

display panel, server,

workstation

No. TCS 0,104,104 400 500 Electrical Equipment N/A

dsCCTV System camera, TCSS

Camera No. TCC 0,104,104 400 500 Electrical Equipment N/A

dt

Indoor display and control

panel, workstation for all kinds

of airport systems

No. CWD 0,104,104 400 500 Electrical Equipment N/A

duDynamic envelope for special

systems model- XDE 240,180,210 400 500 N/A Pipe, Corridor

C1 18/23

APPENDIX C1

10 Underground Utilities Model

RGB No. CT AB

aPressurize foul / sewerage

pipes (site wide)m / No. TMP 204,102,0 400 500 N/A Pressure pipe/Pipe

bGravity foul / sewerage /

manholes / pipes (site wide)m / No. TMG 122,0,0 400 500 N/A Pipe

cOther connection point,

manhole, inspection pit No. TMH Default 400 500 N/A Structure

d Gully m/m³ SGU 114,153,76 400 500 N/A Structure

e Electrical line by CLP m ELC 255,153,255 400 500 N/A Pipe

f CLP 132kV m ELH 153,51,102 400 500 N/A Pipe

g Electrical line by authority m ELA 255,210,204 400 500 N/A Pipe

h AA power cable (backup) m ELP 255,80,30 400 500 N/A Pipe

i Fence lighting cable m ELF 204255153 400 500 N/A Pipe

j Metering duct m ELM 120,82,0 400 500 N/A Pipe

k Airfield ground lighting m ELG 0,255,0 400 500 N/A Point

l Road lighting No. ELR 255,0,255 400 500 N/A Point

m Road lighting cable m ELI 255,0,255 400 500 N/A Pipe

n Stand gantry No. ELS 240,240,240 400 500 Specialty Equipment Point/Structure

o Stand anchor No. ELN 240,240,240 400 500 Specialty Equipment Point/Structure

p Stand barrier No. ELB 240,240,240 400 500Specialty Equipment /

WallsPoint/Structure

q

Other electrical supply cable,

trench, power distribution

system

m / No. ELU Default 400 500 N/A Pipe

rAviation fuel lines and

chambersm AFL 255,126,0 400 500 N/A

Alignment,

Pipe / Pressure pipe,

Structure

s Gas supply main, piping, valve m / No. GAS 255,204,0 400 500 N/APressure pipe,

Appurtenance

t Oil interception No. GAI 153,102,0 400 500 N/A Appurtenance

u Town gas pipes m TGS 255,204,0 400 500 N/A Pressure pipe

v Potable water line m WSW 0,255,255 400 500 N/A Pressure pipe

w Fire hydrant No. WSP 0,255,255 400 500 N/A Point/Appurtenance

Revit Categories

Gravity / pumped foul sewerage / manholes / gully

UOMColour

Electrical line by CLP (11kV & 380V)

Electrical line by authority (11kV & 380V)

Electrical line by emergency backup (11kV & 380V)

Gas supply main, piping, valve

CAT

CodeAUT

LODModel Elements

Required

(yes/no)

Electrical line by CLP (132kV)

Water line

RemarksCivil 3D Object Type

C1 19/23

APPENDIX C1

x Chilled water line m WSF 0,176,240 400 500 N/A Pressure pipe

y Irrigation water line m WSI 0,75,0 400 500 N/A Pressure pipe

z Sea water line m WSS 0,153,0 400 500 N/A Pressure pipe

aa Grey water line m WSG 85,107,47 400 500 N/A Pressure pipe

ab Raw water line m WSR 51,102,204 400 500 N/A Pressure pipe

ac Glycol line m WSL 102,102,255 400 500 N/A Pressure pipe

ad Stormwater drainage m WST 0,0,255 400 500 N/A Pipe

aeOther water supply main,

control valve m / No. WSM Default 400 500 N/A

Pressure

pipe/Appurtenance

C1 20/23

APPENDIX C1

af Telephone by public carrier m / No. UTT 128,191,69 400 500 N/A Point

agCommunications by the

authoritym / No. UTC 217,168,72 400 500 N/A Point

ahOther underground

telecommunication system m / No. UTL Default 400 500 N/A Pressure pipe

aiTelecommunication pits and

ductm / No. PTE 128,191,69 400 500 N/A Pipe, Structure

aj Communications pits and ducts m / No. PCO 217,168,72 400 500 N/A Pipe, Structure

ak Power pits and ducts systems m / No. PPO 255,80,30 400 500 N/A Pipe, Structure

al CLP pits and ducts systems m / No. PCL 153,51,102 400 500 N/A Pipe, Structure

amDynamic envelope for

underground utilities- UDE 240,180,210 400 500 Mass Corridor

Pits and Ducts System

Underground telecommunication system

C1 21/23

APPENDIX C1

11 Highway, Bridge and Other Civil Works Model

RGB No. CT AB

a Bridge column/pier m³ PIR 153,0,0 400 500 Structural Columns N/A

b Bridge abutment m³ ABT 204,102,102 400 500 Structural Foundations N/A

c Precast bridge segment m³ PBS 153,153,0 400 500 Structural Framing Corridor

d Steel bridge segment ton STB 102,204,0 400 500 Structural Framing Corridor

e Bridge deck m³ DCK 0,153,0 400 500 Structural Framing Corridor

f Bridge foundation m³ BFD 0,204,102 400 500 Structural Foundations N/A

g Bridge bearing m/No. BBG 132,153,103 400 500 Generic Model N/A

h Bridge girder m³ BGD 121,41,33 400 500 Structural Framing Corridor

i Bridge joint m BJT 206,236,254 400 500 Generic Model N/A

j Steel parapet ton SLP 242,245,215 400 500 Generic Model N/A

k Concrete parapet m³ CPT 226,241,199 400 500 Generic Model Corridor

lRoad, grading (refer to site,

carriageway)

ton/m³ /

m2 ROD 0,38,76 400 500 N/A Corridor

m Lighting along road No. LGT 204,255,153 400 500 Lighting Fixtures Point

n Street and outdoor furniture No. STF 134,129,105 400 500 Furniture Point

o Pillar box No. PIB 159,151,201 400 500 Lighting Fixtures Point

p Parking Stalls No. RCA Default 400 500 Parking Feature line, point

qRoad light post, bracket and

lanternNo. RLP 207,221,249 400 500 Lighting Fixtures Point

rRoad lighting drawpit and

earthing pit No. RLD 231,244,200 400 500 Lighting Fixtures Point/Appurtenance

s Access gate No. ACG 242,207,110 400 500 Door Point

t Crash cushions No. RCC 208,251,101 400 500 Generic Model Point

u Barrier fences m RBF 168,203,246 400 500 Generic Model Corridor

v Concrete parapet m RPT 226,241,199 400 500 Generic Model Corridor

w Road markings m/No. RMG 235,235,235 400 500 Generic Model Feature line, Point

x Traffic bollard No. TRB 165,144,208 400 500 Generic Model Point

y Sign Gantries No. SGT 251,176,101 400 500 Generic Model Point

z Footways and paved area m2 FTW 191,212,164 400 500 N/A Corridor

aa Traffic sign, directional sign No. TFS 253,123,123 400 500 Lighting Fixtures Point

ba Taxiway/ Taxilane/ Runway m / m2 TXW 185,177,167 400 500 N/A Corridor

bb Airfield roadway m / m2 ARW 180,205,147 400 500 N/A Corridor

Highway

Bridge/Footbridge

LODRemarksRevit Categories Civil 3D Object TypeModel Elements

Required

(yes/no)

CAT

CodeAUTUOM

Colour

Taxiway & Other Airfield Road Way

C1 22/23

APPENDIX C1

caProfile barrier, beam barrier,

kerbs, parapet, traffic islandsm / m

2 RBA 127, 255, 223 400 500 N/A Corridor

daDynamic envelope for civil

works model- CDE 240,180,210 400 500 Mass Corridor

12 Marine Works Model

RGB No. CT AB

a Seawall m³ SEA 180,170,181 400 500 Structural Foundations Corridor, TIN surface

b Breakwater m³ BRW 152,170,200 400 500 Structural Foundations Corridor, TIN surface

c Pier, jetty m³ JTY 167,185,169 400 500 Structural Foundations Corridor, TIN surface

dDynamic envelope for marine

works model- WDE 240,180,210 400 500 Mass Corridor, TIN surface

Revit Categories Civil 3D Object Type RemarksModel ElementsRequired

(yes/no)

CAT

CodeAUT

LODUOM

Colour

Landside Road & Airside Road

C1 23/23

APPENDIX C1


Appendix C2

Appendix C Part 2 - LOD Specification v5.1a 2

1 Site Model

a TOP Topography (existing site and surrounding land use)

400 The topography model shall be trimmed by the constructed ground model.

Geometric information include:

- Size, shape and location of existing ground surfaces, top surface of existing road, footpath, surface drain,

paved ground and other site features.

- The topography model represented in TIN surface with project-specific surface styles for displaying contours,

triangle, watersheds and etc.

- The topography model displayed in the plan view with the form of contours with project-specific intervals.

- Site boundary marked based on the surveyors setting out information.

Non-graphic information include:

- Survey data information (Such as file name, survey date, survey company, data type and the like)

500 Refer to LOD 400 and the model shall be trimmed by the as-built ground model.

b SIT Topography (site formation)

400 The model shall be updated with as constructed levels.


- The site formation represented as complete and accurate a TIN surfaces to show the levels for excavation and

site grading. The contour lines shall be labelled and spot elevation labels shall be added.

- Top surface of the site infrastructure of proposed platform, roads, curbs, pavements, car parking, access, hard

landscaping and etc.


This model shall be considered to incorporate into DTM as a single unified model.

500 Refer to Appendix C Part 1 - Introduction .

c NSL Natural Slope



- Layout and boundary of the slope, including berm and toe lines.

- Size of the exposed rock head.

- Location and size of the existing retaining structure.

- Location, size and orientation of the slope nails.

- Location and size of existing trees.


- Surface material type.

- Unique slope Identifier.

- Maintenance party.

- Unique tree identifiers, species, crown and spread information.


d ASL Artificial Slope

400 Geometric information include:

- Layout and boundary of the slope, including berm and toe lines, cut/fill slope and transition parameters.

- Size of the exposed rock head.

- Location and size of the u-channels/ step-channels, catch pits, and maintenance access.

- Location, size, orientation and extend of the slope nails.

- Location and size of newly planted trees.

- Location and size of surfacing materials.

- Major contour in 5m interval and minor contour in 1m interval with the elevation annotation.

- Size and shape of each layer of excavation and refill.

- Location and shape of benching and waterproof layer.

- Location of settlement markers.

- Extend of the temporary works and working space.


- Surface material type.

- Unique slope identifier.

- Unique settlement marker identifier.

- Unique soil nail identifier.

- Slope maintenance party.

- Unique tree identifiers and respective species information.

- Unique catch pit identifier.

- Excavation and refill Material Information.

- Tree crown and spread information.


Remarks/ References

#

CAT

Code LOD AAHK's Requirements

APPENDIX C2

C2 1/38


1 Site Model

Remarks/ References

#

CAT


e FBR Flexible Barrier

400 The model shall be updated as constructed levels.


- Size, shape, spacing, and location of equipment and associated components.

- Size, shape, spacing, and location for supports and seismic control.

- Size, shape, and location/connections of equipment and support structure/pads.

- Size and orientation of the standing post and the based plate and post.

- Size and orientation of the foundation mass concrete and wedge foundation.

- Location and size of the flexible rockfall barrier.

- Location, size and shape of the adjoin cut/fill slope, stepped channel, u-channel, and soil nail.


- Unique identifier of the ground anchor and its design load.

- Material type.


f RBR Rigid Barrier

400 The model shall be updated as constructed levels.


- Size, shape, spacing, and location of equipment and associated components.

- Size, shape, spacing, and location for supports and seismic control.


- Size and orientation of the standing post and the based plate and post.

- Size and orientation of the foundation mass concrete and wedge foundation.

- Location and size of the flexible rockfall barrier.

- Location, size and shape of the adjoin cut/fill slope, stepped channel, u-channel, and soil nail.


- Unique identifier of the ground anchor and its design load.

- Material type.


g RET Retaining Wall



- Locations of construction joints.

- Locations of movement joints.

- Locations of box-out openings.

- Location, size and shape of the cantilever slab, vertical slit, openings, concrete chamfer, concrete baffle.

- Size location and shape of the maintenance stairways, hand railing, trash grating.

- Location, size and shape of the adjoining cut/fill slope, stepped channel, u-channel, and soil nail (refer to LOD

400 of artificial slope).


- Finishes

- Material types and grades

- Concrete cover to reinforcement.

- Unique identifier of structural components.


h SUR Massing Model of Adjacent Areas or Surrounding Buildings

400 Surrounding buildings, bridges or other structures shall be modelled as mass elements to locate the project in

relation to the local area.

500 Refer to LOD 400 .

APPENDIX C2

C2 2/38


1 Site Model

Remarks/ References

#

CAT


i GEO Geological Model (seabed, fill, marine deposits, alluvium, colluvium, completely and highly

decomposed granite, bedrock)

400 The model shall be trimmed by the constructed ground model.


- Borehole

- Layers of soil, fill, rock, etc. based on borehole logs or AGS from site investigations.

- The model represented in TIN surface with project-specific surface styles for displaying contours, triangle, and

etc.

- The topography model displayed in the plan view with the form of contours with project-specific intervals.



- GI data information (such as GI data file name, survey date, survey company, data type and the like)

- Excavation volume for each types of geological layers.

500 Refer to LOD 400 and the model shall be trimmed by the as-built ground model.

j PAV Pavement (carriageway, footpath, cycle track)


- Alignment with required chainage labels, Profile view with existing ground profile and design profile and

assemblies representing the typical sections of the pavement.

- Size and geometry of every layer of paving components (frication course, wearing course, based-course, road-

based, sub-based, etc.) that varies continuously along the road alignment.

- Super-elevation and longitudinal fall of the pavement components.

- Depth and with of the pavement components in the transition area.

- Cross section views, TIN surfaces for each layer of paving components.

- Reinforcing.

- Pour stops.

- Movement joints.

- Line and road markings.

- Openings for drains and other services.

- Locations of Construction Joints.



- Unique Identifier of construction bay.

- Finishes.

- Material types and grades.


k NSB Noise Barrier


- Locations of construction joints/movement joints/welding.

- holding down bolt, anchor system, poles, noise barrier panels and/or steel structure.


- Finishes




l PTR Planter



- Locations of construction joints and movement joints.

- Location, overall size and geometry of planter wall and footing.

- Cross-fall and longitudinal fall of the elements.

- Supplementary components required for fabrication and field installation.


- Material type.

- Sub soil material.

- Top soil material.


m BOL Bollard



- Spacing and clearance requirements.


- Bollard type.

- Material type.


APPENDIX C2

C2 3/38


1 Site Model

Remarks/ References

#

CAT


n PHB Phone Booth



- Phone booth type.

- Material type.

- Unique identifier of phone booth.


o SGN Signage



- Signage type.

- Unique identifier of sign plate.

- Material type.

- Unique identifier of signage.


p FEW Security Fence - Concrete Wall See 3-f-SWL Structural Wall

q FEF Security Fence - Concrete Foundation See 3-a-SFO Foundation

r FEM Security Fence - Wire Mesh



- Type, size and thickness of Mesh.

- Openings details.

- Material.

- Typical detail.

- Other required technical/material parameters.


s FEG Security Fence - Access Gate



- Foundation.

- Gate post.

- Gate members.

- Mesh.

- Pedestrian access gate.

- Capping members.

- Interior gate stope.

- Typical detail.




t EDR Surface Channel, Slot Channel, External Drainage


- Horizontal alignment and vertical alignment for the channel/drainage.

- Size and thickness of channel structure.

- Location and size of risers and equipment.

- Top and bottom surface models for channel shall be generated.


- Size and shape of bedding.


- Bedding type.

- Bedding concrete grade.

- Type of the pipe.

- Material type.

- Unique identifier of pipes, risers and equipment.


- Insulation for risers, mains and branches.


u CUL Box Culvert

v NUL Nullah



Follow the same LOD as below.

APPENDIX C2

C2 4/38



AAHK Requirements

a MAS Building Massing Model

400 Massing model shall represent the overall building volume, shape, location and orientation. The model shall

include:

- Schematic wall elements.

- Data for floor areas.

Note: the conceptual massing model shall be converted into normal building elements of floors, walls, doors,

window etc. at the scheme design stage.

500 Refer to LOD 400

b SPA Room, Space, Corridor, Plant and Equipment Room

400 Spaces shall be modelled to show size, function, location and orientation.

Each space shall have a unique ID and name based on the room function which can be used to locate the space.

Include room data.

Space height shall be modelled from FFL to soffit of exposed slab or suspended ceiling above.

Net square footage of all occupied spaces (Areas), Gross constructed floor area, Room names and numbers

(Location ID), Floor, based, wall, and ceiling finishes. NOTE: Model room names and numbers shall match the

Architectural Program space names and numbers.


- Location (level and zone).

- Room name matching SoA (unless otherwise specified).

- Required area (sqm).

- Room number.

- Room type.

- Department.

- Required area (sqm).

- Provided area (sqm).

500 The as-built room ID, name and associated Room Data shall be verified on site and updated.

c ESS Elevator, Elevator Shaft Space

400 Each shaft shall have a unique ID and name based on the lift allocation which can be used to locate the space.

Include data for area (meter square).

Model shall contain all elevator parts, including elevator cars, guide rails, machine drive, control cabinet, pulleys,

landing doors, aprons, brackets, buffers and frames.

Exposed lift units shall also contain glazing finish and all finish elements.

Lift motor room space requirements shall be modelled.

All connections, supports, framing, and other supplementary components, brand name and supplier contact as

parameter.

Sizing adjusted to the actual manufacturer specifications. Guiding tracks/rail Service/access zones shall be

modelled.


- Lift number, location, function / type, front of house or back of house designation, yes/no designation for

fireman's lift, yes/no designation for disabled lift.

- Levels served and corresponding construction types, total travel distance.

- Dimension including shaft clear opening, car size, clear door opening, pit depth, overrun

- Door opening type.

- Mechanical data including capacity (weight in kg), speed, electric traction or hydraulic type, yes/no requirement

for machine room, size of machine room, overall required headroom.

- Yes/no requirement for sump room, yes/no requirement for water detection system at lift pit.

500 The model elements shall be actual and verified based on as-built site surveys, with brand name and supplier

contact.

#

CAT

Code LOD Remarks/ References

APPENDIX C2

C2 5/38



AAHK Requirements

#

CAT


d FLR Floor, Slab, Ramp, Roof

400 Floor element with dimensions and overall thickness including structural depth and finishes.

The model shall include supporting framing members. Grids shall be defined.

Overall slope (if any) shall be modelled.

Element shall be modelled. No structural model shall be originated from architectural model.

Finishes materials shall be modelled based on types (tiles, wood, etc.) including data for type, and thickness, and

linked to the Structural Systems Model. Finish materials shall be associated with Type; in the event paint patters

exist, the major paint finish shall be associated with Type.

Roof covering shall be modelled to the designed geometry of the roof surface skin and including the associated

build-up of the roof covering systems, such as flat or facetted cassette arrangement, gutters drawn in required

gradient or fall.

Secondary subframes for roof covering, other architectural elements such as suspending ceilings, internal wall

claddings and etc. shall be modelled in details and correct location. Straight or curved elements shall be

indicated and incorporated. Connection details shall also be included.

All structural floor elements shall be modelled.

Finishes details including tiling, carpet, raised floor, computer flooring or screed shall be modelled to falls.

The element finishes details shall be updated with manufacturers information such as pattern layouts,

expansion/control joints, dividing strips, edge details, etc.


e FOO Feature Roof, Sloped Roof Covering System

400 Element with dimensions and overall thickness including structural depth and finishes. The model shall include

supporting framing members. Grids shall be defined.

Element shall be modelled. No structural model shall be originated from architectural model.

Finishes materials shall be modelled based on types (tiles, wood etc.) include data for fire rating, type, and

thickness, and linked to the Structural Systems Model.

Surface shall be modelled to the actual geometry of the roof surface skin and including the associated build-up of

the roof covering systems, such as flat or facetted cassette arrangement, gutters drawn in required gradient or

fall. Elements that normally form the roof systems such as maintenance walkways shall also be modelled. Fall

arrest system, cleat, roof cassette arrangements, and bullnose, movement joints, expansion joints, hairline and

penalisation shall be modelled to actual quantities and geometry. Bullnose and panels shall be modelled in

actual geometry with connection details. Geometric information such as dimensions, coordinates, slope,

curvature, and offset from other elements shall be extracted and attached as non-graphic data if requested by

AAHK.

Secondary subframes for roof covering, other architectural elements such as suspending ceilings, internal wall

claddings and etc. shall be modelled in details and correct location. Straight or curved elements shall be

indicated and incorporated. Connection details shall also be included.

Panel labelling/naming strategy shall be proposed for AAHK's approval. Unique IDs shall be provided.

All structural floor elements shall be modelled. The model shall contain roof finishes details including

penalisation. The finishes shall be modelled to falls.

Fall arrest system, movement joints, expansion joint, cleat, bullnose and penalisation shall be modelled in

separate elements in accordance with roof penalisation design.

Workpoint information shall be attached as non-graphic data.

The roof finishes details shall be updated with manufacturers information such as pattern layouts,

expansion/control joints, dividing strips, connection details, edge details, etc.


f ACL Basic Structural Column & Wall

400 Grids shall be defined.

Structural elements shall be modelled. Any finishes materials shall be modelled based on types (tiles, wood,

etc.). No structural model shall be originated from architectural model.

The column and wall finishes details shall be updated with manufactures' information such as pattern layouts,

expansion/control joints, dividing strips, edge details etc.


g ABS Basic Structural Beams & Framing

400 Grids shall be defined.

Structural elements shall be modelled.

The model shall contain actual finishes details.

The beam and framing details shall be updated with manufactures' information such as pattern layouts,



C2 6/38

APPENDIX C2



AAHK Requirements

#

CAT


h EWL Exterior Wall

400 Wall element shall be modelled with dimensions and overall thickness including structural width and finishes.

The model shall include supporting framing members if applicable. The primary grids shall be defined.

Structural walls' type and composition shall be modelled as per the structural engineers' information. Finishes

materials shall be accurately modelled based on specific types (tiles, stone, plastered, paint, etc.).

Composite model assembly's type and composition shall be modelled with specific overall thickness that

accounts for veneer, structure, insulation, air space, and interior skin specified for the wall system. (Refer to

LOD400 for individually modelled elements). Penetrations shall be modelled to nominal dimensions for major wall

openings such as windows, doors, and large mechanical elements.


- Wall type.

- Materials (Finish materials shall be associated with Type; in the event paint patters exist, the major paint finish

shall be associated with Type.

For claddings, bullnose panels, and other related panelised elements, naming convention shall be set up and the

name based on such convention shall be assigned to each object for identification.

The model shall contain accurate wall finishes details including tiling, stone, cladding or screed only. Openings

for mechanical vents, louvers or other builders' works requirements shall be included. All structural wall elements

shall be replaced by using a reference model from the structural engineer.

Main structural members such as headers and jambs at openings shall be modelled within the composite

assembly.

The wall finishes details shall be updated with manufacturers' information such as pattern layouts,

expansion/control joints, dividing strips, edge details etc. For cladding systems, the fixing details, secondary

structures shall be modelled.


i IWL Interior Wall / Partition / Non-structural Wall

400 Wall element with dimensions and overall thickness including finishes.

Wall objects separated by type of material (e.g. gypsum board vs. masonry).

Internal walls shall be modelled from floor slab to soffit of beam or slab above.

Finishes materials shall be accurately modelled based on actual types (tiles, stone, plaster, paint, etc.). Finish

materials shall be associated with Type; in the event paint patters exist. Major paint finish and fire rating shall be

associated with Type.



The model shall contain wall finishes details including tiling, stone, cladding or screed only. Openings for

building services builders' works requirements shall be included.

The wall finishes details shall be updated with manufacturers' information such as pattern layouts,


Layers shall be modelled for dry wall construction. Stud shall be modelled in areas required by AAHK.


C2 7/38

APPENDIX C2



AAHK Requirements

#

CAT


j CTM Curtain Wall, including Shading Devices

400 Curtain wall system shall be modelled as an assembly with thickness that accounts for structure, spacing and

location of mullions and transoms, insulation, air space and any interior or exterior skins and shading devices.

Operable components shall be defined (windows, louvers and doors) and included in the model.

Penetrations shall be modelled to dimensions for openings such as doors, mechanical elements or structures.


- Nominal dimensions.

- Type and composition.

- Height, length and width.

- Thermal, acoustic, fire and security ratings.

- Ironmongery (handles, locks, hinges etc.) including as data for schedule output. include data for materials

schedule.

Panel labelling/naming strategy shall be proposed for AAHK's approval.



All non-graphic information shall be included consistent with manufacturer information.

Structural supports and connections shall be modelled. The model shall contain finishes details.

All curtain wall elements shall be modelled to support fabrication and installation. Update the models with

specific manufacturers' information including section or extrusion profiles, glazing sub-components, etc.

Mullion and transom shapes and geometry defined. Façade brackets, embeds, fixings, cast-ins, secondary sub-

frames shall be modelled in actual locations for coordination with structure.


k CLD Precast Façade, Cladding

400 Model facades accurately based on actual types. Material of concrete, GRC, fiberglass, aluminium or other shall

be specified.

Penetrations shall be modelled to dimensions for openings such as doors, windows, mechanical elements or

structures.


- Nominal dimension.

- Type and composition.

- Height, length and width.

- Thermal, acoustic, fire and security ratings.

- Ironmongery (handles, locks, hinges etc.) included as data for schedule output.

- Exterior and interior identified by type and by function.



Façade brackets, embeds, fixings, cast-ins, secondary sub-frames shall be modelled for coordination with

structure.

Update with specific manufacturers information.


l DOR Door (exterior and interior)

400 Model doors with dimensions in terms of location, size, count and type.

Doors shall be modelled based on actual types.


- Identified exterior and interior by type and by function.

- Unique ID for each door based on the room or space which it is used to access

- Fire rating.

- Type and material (height, width, and thickness, thermal, acoustic, fire and security rating, location) with

hardware elements or group.

- Ironmongery (handles, locks, hinges etc.), which shall be schedulable if requested by AAHK.

Entrance door assemblies shall be modelled by type to include the following:

- Door panels and frames (if applicable).

- Hardware set functionality and types are specified in non-graphic information.

- Specified operation is specified, with spatial requirements for operation modelled.

Major framing elements shall be modelled at jambs and head. Operation or mechanism enclosures shall be

modelled.

Update with specific manufacturers information.


APPENDIX C2

C2 8/38



AAHK Requirements

#

CAT


m WDW Window

400 Model windows with dimensions in terms of location, size, count and type.

Model windows based on types, specified location and size.

Required non-graphic information associated with model elements includes:

- Nominal size.

- Aesthetic characteristics (finishes, glass types).

- Performance characteristics (i.e. U-value, wind loading, structural, air, thermal, water, sound).

- Functionality of the window (fixed, double/single hung, pivot, sliding) etc.

- Type and material (Height, width, and thickness, thermal, acoustic, fire and security rated information).

- Hardware elements or group.

- Ironmongery (handles, locks, hinges etc.), which shall be included as data for schedule output.


- Unique ID for each element based on the room or space which it is used to enclose.



Brackets, embeds, fixings, cast-ins, secondary sub-frames shall be modelled.

Update with specific manufacturers information including frame profiles, glazing sub-components.


n LOU Louver, Decorative Louver, Sunshading & other Architectural Feathers

400 Louver assembly modelled by type, indicative of area and location of intended louver/vent and includes frame

(boundary dimensions) and blades.

Opening for louver is cut from host wall. Performance level defined in non-graphic information associated with

model elements (e.g. storm proof or not, free air).


-Type.

-Material (Height, width, and thickness).

-Hardware elements or group.




Update with specific manufacturers information including frame profiles, blade profiles and sub-components.


o SKY Skylight

400 Model skylights with dimensions in terms of location, size, count and type.

Model skylights based on actual types, location and size.


- Nominal size;

- Aesthetic characteristics (finishes, glass types).

- Performance characteristics (i.e. U value, wind loading, structural, air, thermal, water, sound).

- Functionality of the window (fixed, double/single hung, pivot, sliding, etc.).

- Type and material (height, width and thickness).

- Hardware elements or group.

- Ironmongery (handles, locks, hinges etc.), which shall be included as data for schedule output.


- Unique ID for each element based on the room or space which it is used to enclose.

Roof coverings and openings' configuration, drainage system, and penetrations shall be modelled for modelled

building components.




Update with specific manufacturers information including frame profiles, glazing sub-components.


APPENDIX C2

C2 9/38



AAHK Requirements

#

CAT


p CLE Ceiling: Exterior

400 Model ceiling to show overall slope and thickness or system depth of suspended ceiling.

Overall assembly modelled to system thickness including framing.

Penetrations shall be modelled. Type and composition, height, length and width shall be included.

Geometric information included but not limited to dimensions, coordinates, slope, curvature, and offset from other

elements shall be extracted and attached as non-graphic data if requested by AAHK.



Face material modelled to actual thickness. Structural backing members including bracing/lateral framing/kickers

shall be modelled.

Individual elements of face material shall be modelled.

Structural backing members and all support members (kickers) shall be modelled including all connections.

Expansion or control joints shall be modelled.


q CLI Ceiling: Interior

400 Model ceiling to show overall slope and thickness or system depth of suspended ceiling.

Overall assembly modelled to system thickness including framing.

Penetrations shall be modelled. Type and composition, height, length and width shall be included.

Geometric information included but not limited to dimensions, coordinates, slope, curvature, and offset from other

elements shall be extracted and attached as non-graphic data if requested by AAHK.



Ceiling suspension grid shall be modelled. Fixtures & housings for light fixtures shall be included for coordination

with electrical system.

Structural backing members including bracing/lateral framing/kickers shall be modelled. Expansion or control

joints shall be modelled to indicate specific width.

All assembly components shall be modelled including tees, hangers, support structure and ceiling tiles.


r AST Stairs, Steps

400 Threads, risers, goings shall be modelled accurately to indicate stringers and nosing. Create specific objects or

components for staircases or steps with actual shapes or geometry when the standard default stairs in the BIM

authoring tool are not sufficient.

Stairs and railings, Ramps and railings, Handrails and guardrails shall be modelled.

Stairs shall include headroom clearance requirements for coordination with structure and building services.

Secondary support elements shall be modelled (hangars, brackets etc.). The headroom clearance shall be

visually represented in the form of dynamic envelope (Mass).

Refer to Appendix C Part 1 - Introduction .


s BAL Railing, Balustrade, Handrail, Guardrail


Railing support elements shall be modelled, including bracing and other supports.


- Model assemblies by type, include railings, posts and supports.

- Horizontal alignment.

- Length and height.


- Railing type.

- Material type.


- Data for materials schedule.


APPENDIX C2

C2 10/38



AAHK Requirements

#

CAT


t LAD Access Ladder, Catwalk, Maintenance Platform


Railing support elements shall be modelled, including bracing and other supports.


- Model assemblies by type.

- Steps railings, posts and supports.

- Stairs and railings.

- Ramps and railings.

- Handrails and guardrails.


- Data for materials schedule.


u SMV Smoke Vent


Size, shape and location of elements shall be modelled, including:

- Access/code clearance requirements.

- Shafts and risers.

Size, shape, spacing, and location/connections, including duct, dampers, fittings, and insulation for risers, mains,

and branches shall be modelled.

Size, shape, spacing, and clearances shall be modelled for all hangers, supports, vibration and seismic control

that are utilised in the layout of all risers, mains, and branches.


v FST Fire Shutter

w ILA Internal Landscape (hardware only)

x SGD Signage, Direction

y FID Flight Information Display

z BFU Check-in Counter, Transfer Counter, Kiosk

aa BMJ Building Movement Joint



ab BMU Building Maintenance Unit

400 System elements shall be modelled by type, including:

- All path of travel/boom swing zones.

- Lay-down/pick-up zones.

- Structural support elements.

- Connections to mechanical or electrical services.

Sizing shall be adjusted to the actual manufacturer specifications. Model shall include guiding tracks/rails and

service/access zones.

All connections, supports, framing, and other supplementary components shall be modelled.


ac FUR Furniture, Fixtures & Fittings, including Desks, Workstations, Casework, Cabinets,

Appliances, Loose Equipment

ad FEN Fire Hood/ Enclosure

ae SBA Smoke Curtain or Barrier



af SST Sports Equipment



ag PCP Planter Cladding Panels


Wall element with dimensions and overall thickness including finishes.

Wall objects shall be separated by type of material (e.g. gypsum board vs. masonry).

Finishes materials shall be modelled based on as-built types (tiles, stone, plaster, paint, etc.). Indicative

connection to supporting elements shall be modelled when applicable.


ah MOE Means of Egress

400 Unobstructed path to leave the building shall be indicated and compliant to statutory requirement.

The path shall be represented as Mass object with type, length, width, clearance, description and other

dimensional parameters corresponding to statutory submission.

The path shall be represented as Model Line with type and length parameters corresponding to statutory

submission, instead of Detail Lines existing only on sheet layouts.

500 Refer to LOD 400.



APPENDIX C2

C2 11/38



AAHK Requirements

#

CAT


ai ADE Dynamic Envelope in Architecture Model



APPENDIX C2

C2 12/38


3 Structure Model

AAHK's Requirements

a SFO Foundation (pile, pile cap, tie/ground beam & footing)



- Bearing depth, foundation depth, pile cut-off depths.

- Location and details of structural movement joints.

- Rebar details in congested location such as tie beam-pile cap connection (refer to the requirement of Rebar).

- Sleeve penetrations.

- Pour joints & Expansion joints.

- All elements need for cross-trade collaboration.

- Chamfer.

- Finish.

- Waterproofing.



- Material type and grade.

- Typical details.

- Unique identifier of individual Pile and Pile Cap.


b DWL Diaphragm Wall, Retaining Wall



- Location, size, shape and orientation of the diaphragm wall and retaining wall.


- Chamfer.

- Finish.

- Waterproofing.

- Wall cut-off depths.

- Pour joints & Expansion joints.

- All elements need for cross trade collaboration.

- Rebar details in congested location such as beam-diaphragm wall connection (refer to the requirement of

Rebar).


Non-graphic information included:


- Depth of the cover soil.

- Unique identifier of each wall panel include data for concrete strength and reinforcing strength.


c ELS Excavation, Lateral Stability System (vertical & Lateral support)



- Sizes and shapes of structural components.

- Size, geometry and location of the elements including data for concrete strength and reinforcing strength.

- Connection details between steel members, including cost-in details interfacing with RC structures.



- Finishes.



Remarks/ References

#

CAT

Code LOD

APPENDIX C2

C2 13/38


3 Structure Model

AAHK's Requirements Remarks/ References

#

CAT

Code LOD

d BEM Concrete Beam, Steel Beam, Hanger



- Sizes and locations of main structural members modelled per defined structural grid with correct orientation,

slope and elevation.

- All sloping surfaces included in model element.


- Connection details between steel, including cast-in details interfacing with RC structures.

- Movements joint in details and correct locations.

- Rebar details in congested location such as beam-column connection and beam-wall connection (refer to the

requirement of Rebar).

- Camber, chamfers, etc.

- Embeds and cast-ins.

- Structural steel models, welds, coping, all plates, bolts, washers, nuts and assembly elements.



- Finishes



- Fire rating



e SCL Concrete Structural Column, Steel Structural Column, Post



- Sizes and locations of main structural members modelled per defined structural grid with correct orientation.

- Size and location of corbel and caps.

- Camber, chamfers.

- Typical details.


- Elements of all connections applied to structural steel connections such as based plates, gusset plates,

stiffeners.

- Rebar details in congested location (refer to the requirement of Rebar).



- Finishes.



- Fire rating



f SWL Structural Wall



- Sizes and locations of structural walls modelled per defined structural grid with correct orientation.

- Concrete grade defined as per spec (strength, aggregate size, etc.).


- The walls from structural floor level to soffit of structural slab or beams above.

- Rebar details in congested location such as beam-wall connection (refer to the requirement of Rebar.).



- Any permanent forming or shoring components.



- Finishes



- Fire rating



APPENDIX C2

C2 14/38


3 Structure Model


#

CAT

Code LOD

g SLA Slab, Floor, Ramp, Roof



- Sizes and locations of main concrete structural members shall be modelled per defined structural grid with

correct orientation.




- Movements joint, expansion joint modelled in details and correct locations.

- Rebar details in congested location (refer to the requirement of Rebar.).



- Finishes



- Fire rating



h TRS Transfer Structure (transfer plate, truss)



- Sizes and locations of main structural members shall be modelled per defined structural grid with correct

orientation.









- Finishes.



- Fire rating



i STE Stairs (assembled, monolithic, precast)



- Sizes and locations of main structural members shall be modelled per defined structural grid with correct

orientation.








- The type of structural concrete system or steel system.

- Finishes.



- Fire rating



j BRA Bracing



- Sizes of main structural braces modelled per defined structural grid.




- The type of structural bracing system.

- Finishes



- Fire rating



APPENDIX C2

C2 15/38


3 Structure Model


#

CAT

Code LOD

k TMW Temporary Work, Temporary Structure, Platforms



- Sizes of main structural elements modelled per defined structural grid.








l TUN Tunnel Structure (tunnel box, subway, utilities tunnel)


- Location, overall size and geometry of element (roof and based slab, lining, ventilation duct, etc.) that varies

continuously along the alignment.

- Cross-fall and longitudinal fall of the element component.


- Rebar details in congested location (refer to the requirement of Rebar.).


- Location and size of the waterproof membrane.

- Locations of Box-out Openings.

- Construction joints in details and correct locations.



- Finishes.



- Unique Identifier of construction bay.


m STS Structural Steel

n SSR Structural Steel Roof



- Sizes of main structural braces modelled per defined structural grid.

- Connection details, including cast-in details interfacing with RC structures.

- Elevations and location of member connections.

- Large elements of typical connections applied to all structural steel connections such as based plates, gusset

plates, anchor rods, etc.

- Any miscellaneous steel members with correct orientation.



- Finishes.


- Fire rating.



o ABW ABWF Structure


- Sizes and locations of main concrete structural members shall be modelled per defined structural grid with

correct orientation.







- Finishes



- Fire rating



p REB Rebar



- Rebar elements for critical connection such beam-column connection, beam-wall connection, tie beam-pile cap

connection or other congested areas required by AAHK.

- Other design requirements.


q SDE Dynamic Envelope in Structure Model




APPENDIX C2

C2 16/38



AAHK's Requirements

Ductwork

a SAD Supply Air Duct

b FAD Fresh Air Duct

c EAD Exhaust (extract) Air Duct

d RAD Return Air Duct

e TAD Transfer Air Duct


- Ducts, dampers, fittings with spacing.

- Insulation.

- Floor and wall penetrations.

- Supplementary components for fabrication and field installation.

- Supports and hangers with spacing and clearance.

- Access/ code clearance requirements.


- System classification and type name.

- Colour code, which are separated for each type elements.


Other MVAC

f FAN Fan






- Fan label/ designation.

- Fire rating for fan serving staircase pressurisation system and smoke extraction system.


g AIR Diffuser, Air-boot, Air Grill, Air Filter, Register

h DAM Damper

i FCU Fan Coil Unit

j AHU Air Handling Unit

k CHL Chiller Plant Unit

l VRV Variable Refrigerant Volume Unit

m COT Cooling Tower

n SAC Split-type Indoor & Outdoor Air Conditioning Unit

o CWS Chilled Water Supply Pipe

p CWR Chilled Water Return Pipe

q CDP Condensate Drain Pipe

r VAI Ventilation / Air Conditioning Control System for FSD: Airside

s VWS Ventilation / Air Conditioning Control System for FSD: Waterside

t INS Insulation


- Pipes/ ducts, dampers and fittings.

- Insulation for pipes/ ducts.





- Fire rating.

- Insulation type, which shall be specified in naming.

- Equipment label.


- Served area/ room name.

- Refrigerant type.

- Cooling capacity.

- Air flow rate.

- Fan motor nominal, compressor motor nominal.

- Fan motor power supply, compressor motor power supply.

- Entering air temperature.


u CDW Condensing Water Supply Pipe

v CDR Condensing Water Return Pipe

w SWS Sea Water Cooling Supply Pipe

x SWR Sea Water Cooling Return Pipe

y RFP Refrigerant Pipe


- Supports, hangers, vibration and seismic controls with spacing and clearance.

- Pipes, valves and fittings with spacing.

- Insulation.

- Slope of condensation pipes.






- Manufacture information, warranty certification, and Testing and Commissioning report.


Remarks/ References

#

CAT

Code LOD




APPENDIX C2

C2 17/38




#

CAT

Code LOD

z PAU Primary Air Unit

aa MPP Chiller Water Pump, Chilled Water Pump, Cooling Water Pump


- Pump plinth.


- Fixtures and carriers with spacing.



- Equipment configuration such as voltage, capacity, flow rate.



Non-graphic information of air condition unit include:

- Equipment label.

- Type.

- Served area/ room name.

- Refrigerant type.

- Cooling capacity.

- Air flow rate.

- Fan motor nominal, compressor motor nominal.

- Fan motor power supply, compressor motor power supply.

- Entering air temperature.

Non-graphic information of pump include:

- Equipment label.

- Electrical source of supply.

- Mode of operation.

- Equipment location room name.

- Nominal flow, high flow, low flow.

- Max no. of flow head.

- Pump speed.


ab MCP MCC/ LCP for MVAC

ac SED Smoke Extraction System

ad GDS Gas Detection System

ae GES Gas Extraction System including Fan, Ductworks, Damper

af AIC Air Compressor

ag ARE Air Receiver

ah CAP Compressed Air Pipe


- Pipes/ ducts, valves, dampers and fittings with spacing.

- Insulation.





- Equipment configuration such as voltage.



- Fire rating.



ai VCD Variable Control Damper

aj FDP Fire Damper

ak MSF Motorised Smoke and Fire Damper

al SIL Silencer



- Insulation.










APPENDIX C2

C2 18/38




#

CAT

Code LOD

am APN Access Panel

an TVF Tunnel Ventilation Fan

ao TJF Tunnel Jet Fan









ap AQM Air Quality Monitoring System



- Hangers, supports and seismic controls with spacing and clearance.




- Equipment configuration such as voltage.



aq MDE Dynamic Envelope in MVAC Model




APPENDIX C2

C2 19/38


5 Hydraulics (Plumbing and Water Supply) Model

AAHK's Requirements

a FWP Fresh Water Piping

b FLW Flush Water Piping

c GAS Gas Piping


- Meters.

- Fire rated enclosures.



- Supports, hangers, vibration, and seismic controls with spacing and clearance.


- Insulation.





d VLV Valve

e WAT Water Storage Tank


- Anchors, supports, vibration and seismic controls with spacing and clearance.




- Water tank capacity/ volume.



f PRV Pressure Vessel

g SNK Sink, Washbasin

h TAP Tap, Faucet

i WMT Water Meter


- Installation clearance.

- Support with spacing and clearance.





j PMP Pump

k CAL Calorifer

l BLR Boiler

m WSH Water Storage Heater


- Carriers.

- Wall width requirements.

- Fixtures with spacing.

- Hangers and supports with spacing and clearance.




- Equipment configuration such as voltage, capacity and flow rate.

- Equipment label.





- Max No. of flow head.

- Pump speed.



n CWP Cleansing Water Piping





- Insulation.










#

CAT


APPENDIX C2

C2 20/38


5 Hydraulics (Plumbing and Water Supply) Model

AAHK's Requirements

#

CAT


o MPW MCC/LCP for Plumbing & Water


- Supports, hangers, and seismic controls with spacing and clearance.

- Electrical equipment with spacing.




- Manufacture information.

- Unique identifier of warranty certification.

- Unique identifier of Testing and Commissioning report.

- Equipment configuration such as voltage, current, electrical potential and wattage.



p PDE Dynamic Envelope in Plumbing & Water Supply Model



APPENDIX C2

C2 21/38


6 Drainage and Sewage Model

AAHK's Requirements

a RWP Rainwater, Storm Water Pipe, Storm Drain

b RWC Surface Channel, Slot Channel, External Drainage


- Shaft requirements.

- Valves and fittings with spacing.


- Box-out openings.

- Bedding.



- Horizontal alignment, vertical alignment, invert level, slope and spacing of pipe.

- Risers and equipment.

- Insulation.



- Type of the pipe.

- Material type.

- Size and thickness of pipe, which shall be specified in pipe settings.

- Unique identifier of pipes, risers and equipment.

- Bedding type.




c SWP Sewerage Pipe, Foul Sewer Drain

d WCS Toilet Fixture

e PIT Sump or Sewage Pit

f PMP Pump

g GTR Grease Trap

h STP Sand Trap

i KWP Kitchen Waste Pipe Work including Floor Drain, Open Trapped

j GUL Gully, Sealed Trapped Gully, Clean Outs and Vent

k SMH Manhole, Terminal Manhole


- Box-out openings.


- Sump depth, internal headroom and shaft of manhole cover.

- Wall thickness.

- Benching size, height and invert level of inlet and outlet pipes.


- Type of manhole.

- Concrete grade.

- Unique identifier of manhole.

- Equipment label.






- Pump speed.


l FLD Floor Drain

m RWO Rainwater Outlet



- Anchors/ supports/ vibration/ seismic controls with spacing and clearance.

- Horizontal alignment and vertical alignment.





n PEI Petrol Oil Interceptor


- Openings.


- Sump depth, internal headroom and shaft of cover.



- Concrete grade.





#

CAT


APPENDIX C2

C2 22/38


6 Drainage and Sewage Model

AAHK's Requirements

#

CAT


o SSP Submersible Sump Pump



- Fixtures and carries with spacing.

- Supports with spacing and clearance.


- Carrier and wall width requirements.





p DVL Valve (gate valve, non-return valve etc.)


- Fittings.

- Insulation.

- Spacing and clearances requirements.






q VTP Vent Pipe


- Box-out openings.

- Bedding.



- Pipes with slope and spacing.

- Valves and fittings with spacing.


- Horizontal alignment, vertical alignment and invert level of pipe.

- Shaft requirements.



- Bedding type.


- Type of the pipe.

- Material type.

- Size and thickness of pipe, which shall be specified in pipe settings.

- Unique identifier of pipe, risers and equipment.



r DDE Dynamic Envelope in Drainage & Sewage Model



APPENDIX C2

C2 23/38



AAHK's Requirements

a AAD Automatic Actuating Device

b DRE Drencher System

c DDS Dust Detection System

d AFA Fire Alarm System, Gongs & Break Glass Unit

e SHD Fire Detection System, Heat or Smoke Detectors

f FHR Fire Hydrant/ Hose Reel System

g FAA Fixed Automatically Operated Approved Appliance


- Mains/riser/equipment.

- Access clearance requirements.

- Equipment and associated components with spacing.

- Supports and seismic control with spacing and clearance.

- Equipment and support structure/pads.




- Manufacture information, warranty certification, Testing and Commissioning report.


h PAA Portable Hand-operated Approved Appliance, Fire Extinguisher


- Fixtures with spacing.




i RMS Ring Main System with Fixed Pump

j SPR Sprinkler Pipe Work

k SPH Sprinkler Head

l SPV Sprinkler Valve & Flow Switch

m SPT Sprinkler Supply Tank

n SPP Sprinkler Pump

o SFH Street Fire Hydrant System

p FSP Fire Service Water Pump

q FSK Fire Service Tank

r GFE Gaseous Extinguishing System/ Clean Agent Suppression System

s FFP Fixed Foam Pump


- Fixtures and carriers with spacing.

- Mains, risers and equipment.

- Supports with spacing and clearance.

- Shafts and riser requirements.




- Equipment label.






- Pump speed.





t FPW Fixed Foam Pipework

u FBT Fixed Foam Bladder Tank


- Elements with connections and spacing.

- Supports, hangers, anchors, vibration, and seismic controls with spacing and clearance.




- Water tank capacity/volume parameters.






#

CAT


APPENDIX C2

C2 24/38



AAHK's Requirements

#

CAT


v GFS Gas Flooding System, Pipe, Cylinder


- Hangers and supports with spacing.

- Insulation.

- Clearance requirement of elements.

- Mains, fitting, risers and equipment.

- Shafts and riser requirements.

- Access requirements.



- Colour code separated for each type elements.





w FDE Dynamic Envelope in Fire Services Model



APPENDIX C2

C2 25/38


8 Electrical Model

AAHK's Requirements

a CAB Cable Tray, Cable Containment, Power Feed


- Equipment and associated components.


- Raceways, boxes, enclosures, and equipment with spacing.




- Numbers of cable/conduit and their uses or link the detail sections to model as a callout view, providing detail

descriptions for cable/conduit arrangement.



b COD Armoured Cables, Conduit

c CCC Concealed and Cast-in Place Conduit


- Conduit and cable with spacing.


- Numbers of cable/conduit and their uses or link the detail sections to model as a callout view, providing detail

descriptions for cable/conduit arrangement.




d TRK Trunking, Bus duct, Busbar, Busway


- Raceways, boxes, enclosures and equipment with spacing.








e GEN Generator or Emergency Generator

f EXH Generator Exhaust Flue incl. Acoustic Treatment

g FUL Diesel Tank & Fuel Pipes for Emergency Generator

h MET Electric Meter

i TRM Transformer

j BRD Switch Board, Switchgear

k PAN Panel Board, Motor Control Centre

l SWT Outlet, Panel, Wall Switch, Circuiting to Device, Security Device, Card Access and “plug

mould” (socket point) ,Lighting Switch, Power Socket

m LGD Light Fitting

n EML Emergency Lighting

o EPP Emergency Power Point

p EXI Exit Sign


- Supports, hangers and seismic control with spacing and clearance.

- Lighting fixtures with spacing.



- Lamp source information like watt, colour temperature, type, lumen output per lamp.

- Lighting fixture configuration such as voltage, wattage, efficacy, lamp, luminous flux.

- Index of protection such as IP65, IP20, etc.

- Description of luminaire.

- Mounting method.




q DDC BMS System incl. DDC Panel, I/O Panel, Field Control Units

r SCA SCADA System Sensor, Control Panel

s ETH Earth Tap, Well Joint, Earth Bar, Earth Pit

t UPS Uninterruptible Power Supply (UPS) System, Switchboard, Battery

u EVC EV Charger Point

v STC Service Trench for Fuel Pipe of Generator System

w UCT Underground Cable Trench for LV/HV Transformer Room/ Switch Room


- Box-out openings.



- Numbers of cable/conduit and its uses.






#

CAT


APPENDIX C2

C2 26/38


8 Electrical Model

AAHK's Requirements

#

CAT


x EAT Earthing and Lightning System incl. Mat Terminal/ Tape / Earthing Pit, etc.

y CPB Capacitor Bank

z AHF Active Harmonic Filter

aa ATS Automatic Transfer Switches (ATS)

ab ISO Isolator

ac CCP Cable Link Box

ad WLD Water Leakage Detection System

ae MBS Multimedia Broadcast Multicast Services (MBMS)

af AVS Audio/visual advisory system


- Supports, hangers and seismic control with spacing and clearance.




- Equipment configuration includes but not limited to voltage, current, electrical potential, wattage.



ag EDE Dynamic Envelope in Electrical Model




APPENDIX C2

C2 27/38



AAHK's Requirements

Lifts & Escalators

a LIF Elevator System(by lift supplier)

b ESC Escalator

c EMS Moving Walkway

400 System elements shall be modelled by type, including all path of travel zones.


- Size adjusted to the actual manufacturer specifications.

- Guiding tracks/rails service/access zones.

- All connections, supports, framing, and other supplementary components.

- Pits and/or control rooms and associated equipment if applicable.

- Connections to mechanical or electrical services.

- The system envelope, including critical path of travel zones.


- Type code (referenced in specifications).

- Clear width, depth, height.


APM

BHS

ba EIM Equipment including motors

bb BAG Baggage envelope

bc PSS Preliminary support structure

bd CWK Catwalk

be ACZ Access zone

bf EGP Egress path



- Spacing and clearance requirements for all supports and seismic controls.



Indoor Airport Systems

ca CAB Cable tray

cb CAM CCTV system including CCTV camera, control and monitor equipment

cc PFM Passenger Flow Management System (PFMS) Camera

cd SPK Public Address System, speaker

ce TMR Trunked Mobile Radio (TMR) System, antenna

cf WLS Wireless system (antenna)

cg TBE TBE system (mobile antenna)

ch ACS Access Control System incl. smart card access panel, card reader, door interface unit (DIU)

ci WLN Wireless LAN System (WNET) Access Point and Antenna

cj MATMaster Antenna Television (MATV) system including MATV distribution frame (MTF), TV outlet

ck FIS Flight Information Display System (field display unit)

cl AMD Arrival Message Display System (AMDS) (field display unit)

cm DSD Dynamic Signage Display System (DSDS) (field display unit)

cn UDS Universal Display System (UDS) (field display unit)

co WID Web-based Information Display System (WIDS) (field display unit)

cp EKI e-Directory Kiosk (field display unit)

cq PFD Personnel FIDS (field display unit)

cr IBE iBeacon Enabled Passenger Services (iBeEPS)

cs VDC Voice and data Cabling System incl. HDF/FDF/TDF, Voice and Data Outlet (VDO)

ct CUS Airline Check-in Systems - Common User Terminal Equipment (ACIS-CUTE) workstation

cu BDS Airline Check-in Systems - Self Bag Drop (ACIS-SBD) System

cv TEL Telephones incl. VDO, public pay telephones APABX phones, courtesy phones, help phones

etc.

cw IUS iCommon User Self-Service (Icuss) (field unit)

cx CAP Carpark control system, barrier gate, sensor, control panel, etc.



- Hangers/ supports/ seismic controls with spacing and clearance.










#

CAT


APPENDIX C2

C2 28/38



AAHK's Requirements

#

CAT

Code LOD Remarks/ ReferencesAirfield Facilities Apron/ Airfield System

da FGP Fixed Ground Power (FGP) System incl. link box, main cable, stand type/mounted type

equipment, control panel, converter pit, frequency converter

db APA Aircraft Parking Aids (APA) System incl. APA stand number Indicator, optical transmitter,

operation station, equipment box, hydraulic cylinder

dc PCA Stand Power and PCA Systems

dd EVS Electric Vehicle Charging System

de AGL Airfield Ground Lighting System incl. runway lighting fixture transformer housing, cable draw

pit, cable duct, current regulator, circuit isolator, etc.

df ALW Airport Lighting Warning System (ALWS) – lighting warning display, surge arrestor & RTU,

signal distribution controller, server and workstation, warning lights

dg ANE AA Anemometer (ANEM) System incl. wind-speed speed & director transmitter, surge arrestor

& transceiver

dh FOD Foreign Object Debris Detection (FOD) System incl. FOD camera & transceiver

di IDS Intrusion Detection and Surveillance System (IDSS)

dj SPM Sub Pavement Monitoring System (SPMS) incl. sensor, data logger & transceiver

dk BCS Wildlife/Bird Control System (BCS) including sound repellent system, local control panel

dl PAL PA-link System incl. PA speaker, amplifier, DSP microphone & paging console

dm ACA Aircraft Crash Alarm System (ACAS) incl. call-out button, call-out alert light, relay panel &

transceiver

dn GPS GPS GSE Tracking System (GPS) incl. RFID reader, equipment box, spur unit

do LCS Tunnel Traffic Lane Control System (LCS) – traffic signage, PLC, local control panel &

transceiver


- Horizontal alignment, vertical alignment and invert level of cable duct.

- Cable duct concrete surrounding.


- Element type (floor stand or mounted)

- Other AA asset required parameters for maintenance.




dp APG Aircraft Parking Aids (APA) System incl. Gantry, Marshalling Platform


- Structural elements.

- Connection details.

- Elevations and location of member connections.

- Large elements of typical connections which applied to all structural steel connections such as based plates,

gusset plates, anchor rods, etc.

- Any miscellaneous steel members.



- Material.



dq ASC Airfield SCADA System incl. I/O panel, RTU and transceiver, LV switchboard, drainage control

panel, SCADA filed control unit, relay panel

dr TCS Traffic Control and Surveillance System (TCSS) incl. control and display panel, server,

workstation

ds TCC CCTV System camera, TCSS Camera

dt CWD Indoor display and control panel, workstation for all kinds of airport systems



- Hangers/ supports/ seismic controls with spacing and clearance requirements.








du XDE Dynamic Envelope in Special Systems Model




APPENDIX C2

C2 29/38



AAHK's Requirements

Gravity / Pumped Foul Sewerage / Manholes / Gully

a TMP Pressurize Foul/ Sewerage Pipes (site wide)


- Horizontal alignment, vertical alignment and sizing, generic materials for sewerage piping.

- Location, size, shape, sump depth, internal headroom and shaft of manhole cover.

- Wall thickness.


- Size and shape of thrust blocks for spigot joint.

- Size and shape of the components (such as valve, control box, etc.) inside the chamber to check the space and

orientation.




- Type of Manhole/inspection pit.


- Unique identifier of Manhole/inspection pit.

Drainage: pipes at intervals and at every vertical and horizontal bend, inspection openings, pits/ manholes and

chambers, roof water drainage (downpipes, small pits/ grates), manhole invert forms shall be filled out and

implemented into a port provided invert Excel spreadsheet.

Storm Water and Sanitary Sewers: existing lines , boxes and structures within project area, All new lines, boxes

and structures (regardless of diameter), existing public lines, boxes and structures beyond the project area but

serving as points of connection for the project.

Sewer (note whether gravity or rising main): pipes, inspection openings, pits/ manholes and chambers, vent

pipes, pump stations and associated components, MH invert forms will be filled out and implemented into an

invert Excel spreadsheet.

Other requirements:

- Quantities: data to reflect accurate quantities of the above elements.

- Schedules: data for installation of the above elements.

500 Refer to Appendix C Part 1 - Introduction.

b TMG Gravity Foul/ Sewerage/ Manholes/ Pipes (site wide)

c TMH Other Connection Point, Manhole, Inspection Pit


- Horizontal alignment, vertical alignment and sizing, generic materials for sewerage piping.



- Location, size, shape, sump depth, internal headroom and shaft of manhole cover.

- Wall thickness.



- Type of manhole/inspection pit.


- Unique identifier of manhole/inspection pit.

Drainage: pipes at intervals and at every vertical and horizontal bend, inspection openings, pits/ manholes and

chambers, roof water drainage (downpipes, small pits/ grates), manhole invert forms shall be filled out and

implemented into a port provided invert Excel spreadsheet.

Storm Water and Sanitary Sewers: existing lines, boxes and structures within project area, All new lines, boxes

and structures (regardless of diameter), existing public lines, boxes and structures beyond the project area but

serving as points of connection for the project.

Sewer (note whether gravity or rising main): pipes, inspection openings, pits/ manholes and chambers, vent

pipes, pump stations and associated components, Manhole invert forms shall be filled out and implemented into

an invert Excel spreadsheet.

Other requirements:




d SGU Gully

400 Existing Surface: Added definition from supplemental survey, revised limits of work.

Proposed Surface: Added definition including curbs, hardscape, finish surface at building envelopes (to

correspond to stem walls/deepened footings).


- Internal height of gully/gully former.

- Location and orientation of outlet pipe to main drain.


- Location and size of gully grating.

- Concrete surround.



- Gully type.


- Unique identifier of Gully.

- Direction of Gully Grating.


#

CAT



APPENDIX C2

C2 30/38



AAHK's Requirements

#

CAT


Electrical Line by CLP (11kV & 380V)

e ELC Electrical Line by CLP

Electrical Line by CLP (132kV)

f ELH CLP 132kV

Electrical Line by Authority (11kV & 380V)

g ELA Electrical Line by Authority

Electrical Line by Emergency Backup (11kV & 380V)

h ELP AA Power Cable (backup)

i ELF Fence Lighting Cable

j ELM Metering Duct

k ELG Airfield Ground Lighting

l ELR Road Lighting

m ELI Road Lighting Cable

n ELS Stand Gantry

o ELN Stand Anchor

p ELB Stand Barrier

q ELU Other Electrical Supply Cable, Trench, Power Distribution System


- Size and thickness of duct.

- Spacing and clearance requirements

- Horizontal alignments, vertical alignments, invert levels, size and thickness of pipes (including cut pipe, short

pipe and full length pipe) in every section of pipe system.

- Joints and fittings for mains and branches.




- Size of cable duct concrete surrounding.


- Bedding type.


- Type of the pipe.


- Unique identifier of duct.

- Unique identifier of equipment.

- Numbers of cables for the ducting and their uses.

Other requirements:




Gas Supply Main, Piping, Valve

r AFL Aviation Fuel Lines and Chambers

s GAS Gas Supply Main, Piping, Valve

t GAI Oil Interception

u TGS Town Gas Pipes


- Location and size of valves and equipment.



orientation.


- Horizontal alignments, vertical alignment, invert levels, size and thickness of pipes (including cut pipe, short







- Type of the pipe.


- Unique identifier of pipe.

- Unique identifier of valves and equipment.

- Bedding type.


Fuel: top of pipes every fifty feet including horizontal and vertical bends, all weld points with weld numbers

documented in the point description and in the field notes, pits/ manholes and chambers, valves, hydrants, earth

points, test points.

Compressed Air: pipes, hoses and other fixtures.

Gas: pipes, valves, tanks, meters.

Other requirements:






APPENDIX C2

C2 31/38



AAHK's Requirements

#

CAT


Water Line

v WSW Potable Water Line

w WSP Fire Hydrant

x WSF Chilled Water Line

y WSI Irrigation Water Line

z WSS Sea Water Line

aa WSG Grey Water Line

ab WSR Raw Water Line

ac WSL Glycol Line

ad WST Stormwater Drainage

ae WSM Other Water Supply Main, Control Valve


- Location and size of valves and equipment.



orientation.


- Horizontal alignments, vertical alignment, invert levels, size and thickness of pipes (including cut pipe, short







- Type of the pipe.

- Material type.

- Unique identifier of pipe.

- Unique identifier of valves and equipment.

- Bedding type.


Water (differentiate between potable and recycled): pipes, pits/ manholes and chambers, valves (and type),

meters, taps, hydrants, tanks, pumps, irrigation control.

Other requirements:




Underground Telecommunication System

af UTT Telephone by Public Carrier

ag UTC Communications by the Authority

ah UTL Other Underground Telecommunication System


- Location of the containments, risers, switch boards.

- 3D alignment and size of cable duct concrete surrounding.

- Horizontal and vertical alignment and size of cable trucking.

- Size and thickness of cable.

- Location of equipment, containments, risers, switch board.


- Size, shape, and location of raceways/ boxes/enclosures/duct banks in the power distribution system.

- Size, shape, and location for supports and seismic control.




- Unique identifier of cables.

- Unique identifier of equipment.

- Numbers of cables for the ducting.



Pits and Ducts System

ai PTE Telecommunication Pits and Duct

aj PCO Communications Pits and Ducts

ak PPO Power Pits and Ducts Systems

al PCL CLP Pits and Ducts Systems


- Location, size, shape, sump depth, internal headroom and shaft of pits and ducts cover.

- Wall thickness.

- Size and height of benching.




- Type and unique identifier of pits /ducts.



am UDE Dynamic Envelope in Underground Utilities






APPENDIX C2

C2 32/38



AAHK's Requirements

Bridge/ Footbridge

a PIR Bridge Column/ Pier



- Size and location of piers modelled per defined grid with correct orientation.

- Size and location of soffit.

- Camber, chamfers.

- Typical details.


- Location and size of bearings component.

- Rebar details in congested location. (Refer to the requirement of Rebar)




- Finishes.



- Unique identifier of column/pier.

- Unique identifier of construction bay.


b ABT Bridge Abutment



- Location, size and shape of the abutment, wing-walls, and back-wall.

- Location and shape of the compacted and granular filled.

- Camber, chamfers.

- Typical details.


- Location and size of Bearings component.

- Rebar details in congested location (Refer to the requirement of Rebar).

- Location of construction joints.

- Location of movement joints.



- Finishes.



- Compacted filled and granular fill material.

- Unique identifier of the abutment.



c PBS Precast Bridge Segment




- Locations of expansion joints.

- Locations of box-out openings, gully, catch pits and downpipes, recess and drainage pipes.

- Location and size of reinforcements.

- Control points for the segment launching.

- Size and location of the openings, blister for pre-stress tendon.


- Reinforcing post-tension profiles and strand locations.


- Pour joints and sequences to help identify reinforcing lap splice locations, scheduling, etc.

- Expansion joints.

- Lifting devices

- Embeds and anchor rods.

- Penetrations for items such as building services.


- Location, overall size and geometry (top slab, bottom slab, parapet, profile barrier, etc.) of element that varies

continuously along the 3D setting out alignment (horizontal alignment and vertical alignment)

- Size and location of the surfacing materials.

- Cross-fall and longitudinal fall of the element components.


- Finishes.



- Unique identifier of the bridge segment.

- Unique identifier of the segment type.



#

CAT


APPENDIX C2

C2 33/38



AAHK's Requirements

#

CAT


d STB Steel Bridge Segment


- Overall size and geometry of structural elements along the 3D alignment (horizontal alignment and vertical

alignment).


- Typical details.

- Stiffeners.

- Exact sloping of members.

- Splits between plate girders.

- Locations of box-out openings, gully, catch pits and downpipes, recess and drainage pipes.


- Location of expansion joints.

- Control points for the segment erection.



- Finishes


- Unique identifier of bridge system.


Straight or curved members shall be specified and incorporated. Steel connection details including cast-in details

interfacing with RC structures shall be modelled. Movements joint shall be modelled in details and correct

locations.


e DCK Bridge Deck

f BFD Bridge Foundation

g BBG Bridge Bearing

h BGD Bridge girder

i BJT Bridge Joint

j SLP Steel parapet

k CPT Concreate parapet



- Size and location of main structural members modelled per defined structural grid with correct orientation.


- Embeds anchor rods and cast-ins.

- Reinforcing post-tension profiles and strand locations.

- Pour joints and sequences to help identify reinforcing lap splice locations, scheduling, etc.

- Expansion joints.

- Lifting devices

- Penetrations for items such as building services.

- Location, overall size and geometry (top slab, bottom slab, parapet, profile barrier, etc.) of element that varies

continuously along the 3D setting out alignment (horizontal alignment and vertical alignment)

- Size and location of the surfacing materials.




- Location of expansion joints.

- Control points for the segment erection.



- Finishes.




Highway

l ROD Road, Grading (refer to site, carriageway)




- Location of box-out openings.

- Alignment, design profile, existing ground profile and typical cross sections (pavement, curb, sidewalk,

shoulder, side slope etc.).

- Size and geometry of every layer of pacing components (frication course, wearing course, based-course, road-

based, sub-based, subgrade, etc.) that varies continuously along the road alignment.


- 3D corridor with consistent 3D solid model.

- Surface model synchronized with corridor model for each layer of pacing components.


- Openings for drains and other services.






APPENDIX C2

C2 34/38



AAHK's Requirements

#

CAT


m LGT Lighting along Road


- Pole bases and footing elements.

- Lighting fixtures.

- Supports/seismic controls.

- Equipment with connections and support structure/pads.

- Access/code clearance.



- Finishes.



n STF Street and Outdoor Furniture


- All applicable service or installation clearances.

- All applicable hardware, support or connection points.





o PIB Pillar Box


- Access/code clearance.


- Allowances for spacing and clearances required for all specified supports and seismic controls.

- Equipment and associated components with clearance which shall be visually represented in the form of

dynamic envelope (Mass).

- Supports and seismic controls with clearance which shall be visually represented in the form of dynamic

envelope (Mass).

- Equipment with connections and support structure/pads.



- Design performance parameters as defined in the project execution plan.

- Finishes.



p RCA Parking Stalls


- Alignment to surface and relationship to pavement/curb/sidewalk/shoulder/side slope in 3D.

- Size and geometry which shall be modelled by type (perpendicular, parallel, angled, handicapped).

- Code-required spacing.

- Graphic width of painting lines and wheel stopper.

- Dynamic envelope showing height clearance / headroom for indoor parking stalls.

- Markings and painting patterns.



- Type information (perpendicular, parallel, angled, handicapped).

- Parking stall number as constructed/painted.


q RLP Road light post, bracket and lantern

r RLD Road lighting drawpit and earthing pit

s ACG Access gate Follow the same LOD as FEG -

Security Fence - Access gate

t RCC Crash cushions


- All applicable service or installation clearances.

- All applicable hardware, support or connection points.



- Finishes.



Follow the same LOD as LGT -

Lighting along Road

APPENDIX C2

C2 35/38



AAHK's Requirements

#

CAT


u RBF Barrier fences

v RPT Concrete parapet

w RMG Road markings


- Shape, size, thickness, length, location and orientation.

- Lines includes continuous lines, intermittent lines, double lines, ancillary lines, chevrons, zig-zag lines and the

like.

- Letters, characters, figures, symbols, arrows and the like.



- Type of marks.

- Gaps for intermittent lines.

- Thickness of letter, characters figures, symbols and lines.

- Material colour, types and grades.


x TRB Traffic bollard Follow the same LOD as BOL

- Bollard

y SGT Sign Gantries Follow the same LOD as STS -

Structural Steel

z FTW Footways and paved area Follow the same LOD as ROD -

Road, Grading

aa TRS Traffic sign, directional sign Follow the same LOD as SGN -

Signage

Taxiway & Other Airfield Road Way

ba TXW Taxiway/ Taxilane/ Runway

















bb ARW Airfield Roadway










- Location of Movement joints.








Follow the same LOD as RBR -

Rigid Barrier

APPENDIX C2

C2 36/38



AAHK's Requirements

#

CAT


Landside Road & Airside Road

ca RBA Profile Barrier, Beam Barrier, Kerbs, Parapet, Traffic Islands



- Size and geometry of every construction layer that varies continuously along the 3D road alignment.

- Cross-fall and longitudinal fall of the elements components.

- Location and size of the foundation concrete.

- Openings for drains and other services modelled for parking lot pavement.

- Location and size of the parapet rail and post.

- Camber, chamfers.

- Expansion joints

- Typical details.


- Rebar details in congested location (Refer to the requirement of Rebar).


- Locations of movement joints.







da CDE Dynamic Envelope in Civil Works Model



APPENDIX C2

C2 37/38


12 Marine Works Model

AAHK's Requirements

a SEA Seawall


- Overall size and geometry of every layer of elements that varies continuously along the 3D alignment.

- Location, size and shape of individual seawall block.

- Gradient of filled sloping surface.

- Gradient of seawall block placement.









b BRW Breakwater



- Gradient of filled sloping surface and berm.









c JTY Pier, Jetty



- Cross-fall and longitudinal fall of the elements components.









d WDE Dynamic Envelope in Marine Works Model



Remarks/ References#

CAT

Code LOD

APPENDIX C2

C2 38/38


Appendix D

APPENDIX D TO

APPENDIX J

Contract T18W008 PS AJ D 1/56 (Addendum No.1) AA 07/12/18 Primary Sorter Replacement Works for Baggage Handling System

Particular Specification – Appendix J – Appendix D

Table of Contents

1 INTRODUCTION .................................................................................................................... 3

2 BIM CONTENT ...................................................................................................................... 4

2.1. BIM Software ....................................................................................................................... 4

2.2. Modelling Principles ............................................................................................................ 5

2.3. AAHK-preferred Modelling Methodology ........................................................................... 7

2.4. General Building Plans (GBP) Requirements ..................................................................... 12

2.5. Room Data Sheet (RDS) Requirements .............................................................................. 12

2.6. 2D Information in BIM ....................................................................................................... 12

2.7. 4D Simulation and Construction Method Simulation from BIM ....................................... 16

2.8. Non-graphic Information Requirement ............................................................................. 16

3 BIM TEMPLATE ................................................................................................................... 17

3.1. AAHK BIM Template .......................................................................................................... 17

3.2. Common Settings .............................................................................................................. 17

3.3. AAHK Revit Template ......................................................................................................... 20

3.4. AAHK Civil 3D Template ..................................................................................................... 32

4 MODEL DIVISION ................................................................................................................ 35

4.1. BIM Federation .................................................................................................................. 35

4.2. Model Size ......................................................................................................................... 37

4.3. Colour Scheme .................................................................................................................. 37

4.4. Clash Detection .................................................................................................................. 39

4.5. Errors and Warnings .......................................................................................................... 40

5 NAMING ............................................................................................................................. 41

5.1. Model Naming ................................................................................................................... 41

5.2. Workset Naming ................................................................................................................ 48

5.3. Family Naming ................................................................................................................... 49

5.4. Type Naming ...................................................................................................................... 49

5.5. View Naming ..................................................................................................................... 49

5.6. 2D Drawing System (Sheet) Naming .................................................................................. 50

5.7. Civil 3D Object Naming ...................................................................................................... 50

APPENDIX D TO

APPENDIX J



6 COLLABORATION SITE ......................................................................................................... 52

6.1. Purpose of Collaboration Site and Its Uses ....................................................................... 52

6.2. Collaboration Site Folder Structure Example .................................................................... 52

6.3. User Access ........................................................................................................................ 54

6.4. BIM Library ........................................................................................................................ 54

6.5. Upload Procedures ............................................................................................................ 54

7 AAHK ASSET CODE REGISTER REQUIREMENTS ..................................................................... 56

7.1. AAHK’s Asset Workflow ..................................................................................................... 56

7.2. Input Format and Requirements of AAHK Asset Code Register ........................................ 56

7.3. Schedule Generation ......................................................................................................... 56

APPENDIX D TO

APPENDIX J



1 Introduction

Airport Authority Hong Kong (AAHK) BIM Standard provides a unified foundation

for authoring, storage and sharing BIM content. It contains structured guidelines

for how to create, locate, name, edit, and publish BIM in context of all parties’

collaboration. Specific to AAHK’s requirements to implement Level 2 BIM for AAHK

Projects, this standard document can be adopted towards all future AAHK projects

utilising BIM.

The BIM Standard also serves as a detailed reference for other documents such

as BIM Specification and Appendix F - BIM Checklist.

For AAHK’s 2D drawing requirements, AAHK CADD STANDARD governs 2D

drawing authoring, while 2D drawing naming protocols governs 2D drawing

naming. This BIM Standard references, compliments and shall not deviate from the

latest version of AAHK CADD STANDARD and 2D drawing number protocols.

APPENDIX D TO

APPENDIX J



2 BIM Content

2.1. BIM Software

AAHK’s preferred software to author or review BIM models are as followed:

BIM Uses Discipline

(if applicable) Software File Format

Design Authoring

Architecture / Building Services /

Structure / Special Airport

Systems

Autodesk Revit .rvt

Design Authoring Structure Tekla .db1, .db2, .db

Design Authoring Civil / Underground

Utilities AutoCAD Civil 3D .dwg

Visualisation and Simulation

All Autodesk Navisworks

Synchro

.nwc, .nwf and .nwd

.sy6

Clash Detection All Autodesk Navisworks

Synchro

.nwc, .nwf and .nwd

.sy6

2.1.1. Model Authoring and Modelling Software Requirements

All BIM WIP and deliverables including federated model and master model shall

be provided with all native files (e.g. rvt, .dwg). All Navisworks model shall be

provided in .nwc, .nwf, .nwd format. Based on project needs, AAHK may request

specific file formats (e.g. .ifc).

In the event other software is used as approved by AAHK, the alternative software

shall satisfy functional requirements, including:

Displaying and saving 2D views compliant with the latest version of AAHK

CADD STANDARD;

Embedding AAHK’s required attributes in model elements including but not

limited to CAT code, SSI fields, AAHK Asset fields, NQAA code.

Model federation by maintaining relative links between models created with the

same software and correct relative folder structure;

Publishing to AAHK-preferred 2D drawing formats, including but not limited to

.dwg, .dgn and .pdf; and

Exporting to AAHK-preferred data formats, including but not limited to IFC.

In order to keep the latest deliverables at the end of the project that is in the current

approved version at the time of delivery, AAHK will implement BIM software

upgraded throughout the project on a biannual basis. Upgrade implementation will

take major deliverable schedules into consideration. AAHK will give all parties a 3-

month notice prior to the one-month mandatory upgrade timeframe.

APPENDIX D TO

APPENDIX J



The use of additional software (“third-party software"), proprietary or freeware, are

to be approved by AAHK prior to use. Any parties under contract with AAHK shall

inform AAHK and AAHK-designated BIM Consultant of any libraries, object

enablers, software plug-ins, 3D viewers, etc. required for AAHK to view their BIM

content. AAHK shall approve or reject with AAHK-designated BIM Consultant’s

advice based on functionalities, interoperability with AAHK-preferred software, cost

(one time and perpetual), and other risks (e.g. software’s future continuity,

liabilities). Upon approval, the required plug-ins shall be posted to collaboration site

for use of entire project team.

Alternate 3D simulation software shall be proposed to increase benefit of using

BIM and presentation. The necessity and project-specific strategy of such alternate

simulation software shall be presented to and approved by AAHK prior to use.

2.1.2. BIM Coordination and Clash Detection Software Requirements

In the event other software is used, the alternative software shall satisfy functional

requirements, including:

Displaying and saving 2D and 3D views compliant with this document;

Displaying and saving dynamic sectioning views;

Model federation by maintaining relative links between models with correct

relative folder structure;

Performing clash detection with AAHK-preferred BIM software file formats, or

file formats that can be exported from AAHK-preferred BIM software;

Generating clash detection results; and

Saving and exporting clash detection result log files.

2.2. Modelling Principles

While the detailed modelling methodologies may vary from project to project, the

following BIM modelling principles are universally applicable regardless of project

type, project scale and LOD.

2.2.1. Parametric-driven

Model elements shall be created dynamically, with their forms and appearances

shall be driven by parameters when possible.

For building models authored using Revit, the use of parameters such as

dimension, materials, shall be optimised. The use of Instance parameters and Type

parameters shall be balanced for model element management while allowing

flexibility to specify individual model elements’ attributes.

Regardless of whether AAHK-preferred software is used, AAHK- or SOS-required

non-graphic information shall be incorporated as parameters. With relevant

parameters in place, the use of schedules and tagging shall be optimised to sort,

audit and control visibility of model elements.

2.2.2. Connectivity

APPENDIX D TO

APPENDIX J



Connectivity within systems shall be maintained, including and not limited to load-

bearing structural walls and columns, pipe networks, etc. Quality Control (QA)

procedures shall be conducted regularly to ensure and rectify connectivity.

2.2.3. Eliminating Overlapping Elements or Clashes

Overlapping elements adversely affect clash detection and quantity surveying

results, and shall be detected and eliminated.

Even before the projects reach the stage for clash report submission, routine clash

detection and visual checks shall be conducted as part of Quality Control process.

When resolving model elements overlaps, vertical structural continuity and system

continuity shall be preferred over horizontal or non-structural elements.

Regardless of project SOS, model elements’ hierarchy shall be consistent with

AAHK’s quantity surveying methodology and requirements, which determines the

cutting hierarchy between joining or overlapping elements.

2.2.4. Coherent Model Element Categorisation

Revit categories and Civil 3D object types shall be assigned.

For building models authored using Revit, the use of generic models and in-place

families shall be minimised. See Appendix C Part 1’s “Category” column for details.

Parameters shall be utilised for model management. For example, CAT code shall

be utilised to manage colour setting and search set creation to facilitate clash

detection and resolution.

In order to achieve AAHK-required LOD and standards, discipline models may be

authored using Revit and Civil 3D at the same time. For example:

Corridor models of bridge, tunnel, retaining wall, seawall, breakwater, pier, jetty

and the like shall first be created using Civil 3D, with detailed features further

modelled using Revit.

Marine mud layers, marine deposits, bollard, etc. shall align with Appendix C

Part 1 – BIM Matrix “1. Site Model” or add if needed.

Electrical-related element such as lighting, over-water airport ground lighting,

etc. shall align with Appendix C Part 1 – BIM Matrix “8. Electrical Model” or add

if needed.

2.2.5. Cross-Discipline Model Integration Using of Scripting and Automation

As AAHK projects are oftentimes interdisciplinary across multiple software

platforms, Design Consultants and Contractors are encouraged to use scripting to

automate modelling and interdisciplinary model conversions. To minimise graphic

and non-graphic data loss, Design Consultants and Contractors are encouraged

to explore and test data conversion methods using innovative approaches.

For example, Dynamo Studio may be used to batch convert Revit model elements

into Civil 3D. In the event Design Consultants use software other than Revit to

author Concept and Schematic design models, scripts may be used to convert the

models to Revit and audit the geometries as the result of the conversion.

Design Consultants and Contractors shall include project-specific diagrams in

Project-specific BIM Execution Plans showing interdisciplinary file exchange

strategy and workflow. The figure below shows an example of a BIM project utilising

Revit, Civil 3D, Navisworks, BIM 360 Glue, 2D AutoCAD, Rhinoceros and Tekla:

APPENDIX D TO

APPENDIX J



2.3. AAHK-preferred Modelling Methodology

Design Consultants and Contractors shall further specify project-specific and

discipline-specific modelling methodology for every model element in their Project-

Specific BIM Execution Plan base on SOS and AAHK’s requirements. The creation

method for every element created in the BIM shall be clearly stated and the model

category shall be verified correctly (e.g. Category parameter in Revit), to further

ensure AAHK Asset fields are assigned to correct categories.

The following procedures and methodologies pertain to AAHK-preferred best

practices with minimum requirements. Project-specific and discipline-specific

approaches shall be further refined by Design Consultants or Contractors in

Project-Specific BIM Execution Plan for AAHK approval.

2.3.1. Dynamic Envelope

Dynamic envelope shall be used to:

Represent existing objects that do not require LOD beyond 100, but is necessary for design coordination and clash detection (for instance: zoning envelope, adjacent buildings);

Represent required clearance from design elements (for instance: 3D flight path and no-obstruction zone, headroom for stairs / ramps / access corridors);

Required clearance (e.g. setback or minimum distance) from existing or future structures (e.g. building setback envelopes, BHS system envelopes, APM access route envelopes);

Anticipated future elements that interfaces with the project (e.g. planned future building envelopes, planned trench location, planned sky bridge or tunnel connection location, anticipated reclaimed land surface).

Dynamic envelopes shall be created to show clearance for designed elements, or

creative dynamic envelopes for design reference based on survey data or existing

drawings/models, or link dynamic envelopes created by other interfaces which

have been reviewed by AAHK and distributed via collaboration site.

APPENDIX D TO

APPENDIX J



Clashes between dynamic envelops and other design elements shall be flagged,

reviewed and resolved.

Working space or maintenance clearance should be specified in clash detection.

The clearance should be added to the model element as non-graphic information

and used for setting clearance when running clash detection.

2.3.2. Architecture and structural elements

In accordance with Section 2.2.3, overlapping of architectural and structural

elements shall be minimised for WIP models and completely eliminated for

deliverables.

In the event structural elements’ surface finishes (e.g. tiles, carpet) are specified

by architectural discipline, non-structural walls containing only the finish layer shall

be modelled, with no overlaps to structural walls. Exception is given to feature /

sculptural structural elements whose surface finishes are specified by architectural

discipline; a geometric duplicate may be hosted in architecture model to apply

finishes. Such architectural copy of structural element shall contain only finish

information with explicit indication in object names (e.g. Revit family name). No

duplicating non-graphic information shall exist between architectural and structural

models.

Typical structural columns shall span between finish floor levels with zero (0) offset

to ensure vertical structural continuity. Vertical structural elements’ continuity shall

be ensured; in the event the hierarchy is reversed, the “Switch Join Order”

command shall be used to rectify. For deliverables, other overlapping elements

shall be resolved via Cut Geometry or manually create openings. The figure below

shows the preferred hierarchy on the left (continuous vertical structural element).

Fall shall be modelled if structural top surfaces is sloped.

Floor and wall openings for Building Services elements shall be modelled in design

stage. For Structure models, rebar shall be modelled at critical connections. Re-

bars and joint details shall be modelled at critical locations to prove constructability

upon AAHK request during design stage.

2.3.3. Building Services

All ducts shall have correct type names specified based on use and corresponding

duct systems. Insulation should be added when applicable.

All pipes shall have correct type names specified based on use and corresponding

pipe systems. Insulation shall be added if applicable. Slope shall be added for

gravity driven pipes. The spacing between ducts, pipes and cable trays shall

consider installation and maintenance.

APPENDIX D TO

APPENDIX J



All cable trays shall have correct type name specified corresponding to uses. All

trunkings and busducts shall be modelled using duct and have corresponding

system specified.

All equipment shall modelled using geometries rather than in-place families. Size

of equipment should be specified in its type name and set as a parameter for

controlling size.

All precast conduits shall be modelled regardless of size. Preliminary hangers and

supports for Building Services models shall be modelled for clash detection. In

construction stage, all conduits (including but not limited to cast-in-place conduit,

in-screed conduit, pre-cast conduit, and exposed conduit) and armoured cable for

specific place such as main switch from and transformer room shall be modelled.

All installation and fabrication details (including but not limited to duct segment,

maintenance space, confirmed hanger and support etc.) shall be modelled.

Manholes and terminal manholes connected to and designed as part of building

services systems (though interfacing with underground utilities) shall be modelled

using Revit.

Colour presentation of Building Services shall utilise filter setting in view template

rather than using material.

2.3.4. Baggage Handling System (BHS)

Minimum requirements for BHS include:

Baggage Handling System (BHS) shall be modelled in 3D and provide the clear

area and dimensions of equipment. Model equipment to suitable level of detail

to ensure the required clear space for the baggage envelope, egress and other

rights-of-way are maintained throughout the system.

Equipment shall be modelled to its overall height, width and depth,

including motors.

Model the required clear space for the baggage envelope as dynamic envelope

(Mass) above the bag line surface. Any access zone (work areas for pulling

motors, i.e. clearances in front of motor control centres) requirements shall be

modelled as dynamic envelope (Mass). Clear width and height egress paths

shall be coordinated and modelled as Means of Egress (MOE).

Preliminary support structure for the BHS, including and not limited to floor, wall

or ceiling mounted supports, shall be modelled.

Catwalks necessary for the BHS shall be modelled.

All equipment and fixtures shall be properly circuited and scheduled within the

model itself. All equipment shall utilise dynamic tags (no “dumb” text tags

allowed).

All floor and wall openings, concrete curbs, and security/fire doors required for

the BHS shall be coordinated, with clashes detected and resolved.

“No-fly zones” above control panels shall be modelled as dynamic envelope

(Mass).

2.3.5. Topography

Minimum requirement for topography include:

Shall be created in Civil 3D software;

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Shall use TIN Surface as the Object type;

Shall have different Surface Styles for existing topography and proposed

topography. In the plan view, only contours shall be displayed and labelled.

Data Shortcuts shall be created for the topography TIN Surface.

Minimum requirements for proposed topography include:

Shall be generated from corridor models and dynamic linked with the corridor

Shall have a clear description of source data includes but not limited source

corridor name, design description and other non-graphic information required

by AAHK.

The procedure for proposed topography modelling shall be as followed:

Create corridor models for ground elements such as roads, slopes, apron,

runway, taxi way taxi lane and etc.;

Create corridor surfaces for each ground elements;

Create a TIN surface model for proposed topography, then combine the

corridor surfaces created from above step by using Paste Surface command.

2.3.6. Runway, taxi lane, and road way

Minimum requirements for runway, taxi lane, road way include:

Shall be created in Civil 3D

Shall use Corridor as the Object Type;

Shall be created by using design alignment, design profile and assemblies;

Shall be well coordinated with the existing topographic;

Can be used for surface generation, drawing generation and material take-off

and other BIM uses required by AAHK;

Shall contain 3D solid model for each layer of the pavement, subgrade, curbs,

sidewalk and other elements contained in the design;

Shall contain surfaces for top surface and subgrade surface;

The procedure for runway, taxi lane, road way modelling shall be as followed:

Create Data Shortcut of existing topography TIN Surface for Target Surface;

Create horizontal alignment and design profile;

Create Assemblies. If user-defined Subassemblies generated by using

Autodesk Subassembly Composer are used, the .pkt files for the user-defined

Subassembly shall also be provided to AAHK;

Create corridor model by selecting horizontal alignment, design profile,

Assembly, and Target surface.

2.3.7. Bridges, tunnels, sea walls and similar structures

Bridge girder, bridge deck, retaining wall, tunnel, seawall, U-channel, surface drain,

box culvert, fence, fence foundation and similar structures shall be controlled by

alignments, design profile, typical cross sections and topography.

Minimum requirements include:

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Shall be aligned with its horizontal alignment, design profile, assembly and

Target Surface;

Shall be well coordinated with the topographic;

Can be used for drawing generation, material take-off and other BIM uses

required by AAHK;

Shall contain 3D solid model;

Civil structures without Building Services elements and isolate elements, such as

opening, ventilation shaft, crossing beam, and etc., crossing the alignment, shall

follow:

Create alignment, design profile and assembly then create corridor model in

Civil 3D

Generate 3D solid model from corridor

The procedure for civil structures such as bridge, APM tunnel, vehicular tunnel and

etc., which contains Building Services elements and isolate elements shall be as

followed:

Create alignment, design profile and assembly then create corridor model in

Civil 3D. In this step, corridor model shall contains sufficient 3D geometry

information for the structure;

Transfer the corridor 3D geometry information to Revit to create Revit model

for the structure. The Revit model can be used as reference for Building

Services element modelling in Revit

Transfer the Revit structure model back to Civil 3D model in the form of 3D solid

for profile and section drawing generation

2.3.8. Underground Utilities

Minimum requirement for underground utilities include:

Shall be created in Civil 3D;

Object Type for elements shall align with Appendix C Part 1 – BIM Matrix;

Reference Surface and Reference Alignment shall be specified;

Element labels shall be added to display the element properties such as type,

size, coordinates, material and etc. Elements display style such as line type,

line weight and etc. in the plan view shall align with the latest AAHK CADD

STANDARD;

Profile views, section views shall be required for design review and drawing

production;

Can be used for surface generation, drawing generation and material take-off

and other BIM uses required by AAHK;

Manholes and terminal manholes with no connection to Building Services shall be

modelled using Civil 3D.

2.3.9. Existing Elements

Minimum requirement for existing elements include:

APPENDIX D TO

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Clear description of the source data includes but not limited to source data file

name, type, surveyor name, date of survey and other non-graphic information

required by AAHK.

Topographic surfaces shall use external point files rather than point objects in

the drawings.

2.4. General Building Plans (GBP) Requirements

General Building Plans (GBP) refers to overall reference plan of the building, or

overall project area reference plan in the case of civil projects.

GBP shall be overlaid into each model as links, in order for cross-referencing the

location against the entire building. Linking allows GBP to be switched on and off.

2.5. Room Data Sheet (RDS) Requirements

Room Data Sheets (RDS) are provided by AAHK. By-room spreadsheets with

elements and requirements matching to AAHK-provided RDS shall be created.

Overall schedules in Revit shall be set up to ensure that all countable RDS

elements' location, type, count, and description are captured. Further filters in Revit

shall be then set up to filter and display RDS information by room. General room

descriptions and descriptions by element types shall be authored in Excel and

synchronised with BIM models.

Shared parameters in AAHK BIM Template shall be used to maintain the RDS

data. Performance information, analysis data, calculated data shall be

synchronised with BIM models to corresponding fields at key milestones and for

the final deliverable. The consolidated spreadsheets and individual data sheets by

room shall be continually maintained, and the final spreadsheets by room

demonstrating conformance to AAHK-provided RDS shall be produced.

2.6. 2D Information in BIM

All 2D drawings generated from BIM shall follow the latest version of AAHK CADD

STANDARD. 2D representation includes the line style, colour, fill pattern, symbol

and text annotations. AAHK CADD STANDARD is to serve as a guideline

specification and drawing standard for production of drawings in AutoCAD format

for projects adopting BIM processes or other design or work contract as specified

by the AAHK.

The families relevant to drawing production shall be created, or settings for drawing

production shall be applied to align with the latest version of AAHK CADD

STANDARD.

Please always use AAHK’s BIM template (mentioned in Chapter 3) to setup

drawings set.

2.6.1. 2D Drawing Generation from Revit File

Please refer to the below steps for AAHK-preferred drawing generation process:

Prepare a drawing list that will be generated from Revit. An Excel format for the

drawing list is preferred.

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Create sheets via either of the two options:

- Option 1: create sheets in Revit native model; or

- Option 2: create sheets in a master model which links all necessary Revit

models.

Set up the views for sheets. The naming of the views is preferred to be the

same as the drawing name.

Set view visibility in “Visibility/Graphic Dialog” of these views to fit the

requirements of the drawings. For example, for structure layout, the linked

architecture model only shows the stair. For Building Services models, the

linked architecture model should be half tone.

Save the “view template” for views such as layout plans, sections, and key

plans. Apply these view template to relevant views.

Add annotations to model elements.

Create “scope box” for different cut sheets.

Create “dependent views” from layout plan for all cut sheets and name these

views with drawing name from drawing list.

Apply “scope box” for each zone on these views.

Create all sheets based on drawing list and place relevant views into sheets.

Suggest to use plugin or programming method to do the repeat works.

Prepare export setting in “custom setting window” for DWG (e.g. layer mapping,

colour, line weight, line style).

2.6.2. 2D Drawing Generation from Civil 3D File

It is recommended to use the following three-level structure with “Data Shortcut” to

generate 2D drawings from Civil 3D files.

Level 1: Individual Civil 3D Objects

Setup the source drawings that contain basic Civil 3D objects, such as existing

ground surfaces, alignments, parcel, pipe networks, etc. Either storing each object

in a separate drawing or include several related objects in a single drawing are

acceptable.

APPENDIX D TO

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Level 2: Base Map, Linework, and Engineering Drawings

After the Civil 3D objects are setup in Level 1, base maps, linework and engineering

drawings can be developed in Level 2.

If the production of 2D drawings and Civil 3D modelling is developed under multi-

user environment, working parties shall refer to core project objects into composite

drawings. Furthermore, working parties shall keep the size of the drawing in

minimal size and ensure the core objects are not unintentionally modified. At the

same time, plan sets and production drawings can be prepared as required.

Level 3: 2D Drawing Sheets

After the relevant base map, linework and engineering drawings are developed,

2D drawing sheets can be ready to generate, e.g. tunnel layout plans, road profiles,

utility sheets and landscaping sheet.

To generate 2D drawing sheets, base drawing and other drawings shall be referred

using x-ref (AutoCAD external references).

Below diagram explained the relationship of three-level structure approach for Civil

3D.

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2.6.3. 2D Drawing and 3D Consistency

The 2D drawings shall be generated from BIM models, and 2D drawings and BIM

models are consistent in terms of geometric alignment and non-graphic

information. Graphic touchups are allowed but shall not alter the geometric

alignment. A list of 2D drawings which are generated from BIM models shall be

prepared and submitted for AAHK and AAHK-designated BIM Consultant to check

with the consistency. Sample of the list shall similar as below but not limited to the

items which are requested by AAHK and AAHK-designated BIM Consultant.

Drawing No. Relevant model / view/ sheet name

For those 2D drawings not directly generated from BIM models, the reason shall

be specified in the Notes section below the drawing list for AAHK’s review and

approval.

APPENDIX D TO

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2.7. 4D Simulation and Construction Method Simulation from BIM

If project scope contains 4D simulation or construction sequence simulation,

Simulations shall be produced with AAHK-preferred or approved software (e.g.

Navisworks Manage).

Project-specific time intervals shall be proposed for AAHK’s approval. The time

intervals shall be refined to weekly to show construction progress within each

phase. Date and time stamp shall be displayed in optimal legible size in the video

frame.

Simulations shall view model elements in 3D (instead of only 2D plan or elevation

views), and use AAHK-approved model element colour codes and transparency

settings. See Section 4.3 for details.

For construction method simulation, demolition and temporary works shall be

modelled and shown. Phasing boundaries, if applicable, shall be modelled and

displayed.

Accompanying the simulation animations, native files from which the videos are

generated shall be provided to AAHK. Native files shall contain timeline, progress

bar, with the correct time assigned to relevant activities.

2.8. Non-graphic Information Requirement

Non-graphic information shall be contained in BIM models accompanied with

geometry objects to facilitate drawing outputs and scheduling. Project-specific non-

graphic information shall be specified and incorporated in the Project Execution

Plan for AAHK approval, including but not limit to the methodologies and settings

for parameters set up.

In the event additional non-graphic fields need to be added to Revit models,

additional Shared Parameters shall be created and associated with relevant Revit

Categories.

In the event additional non-graphic fields need to be added to Civil 3D models,

additional Property Sets shall be created and associate with relevant Objects,

Styles and Definitions.

Project-specific BIM Execution Plan shall document these Shared Parameters and

Property Sets, and ensure they are consistent within the contract.

APPENDIX D TO

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3 BIM Template

3.1. AAHK BIM Template

AAHK BIM Template is provided by AAHK via following approaches, which

includes templates for Revit and Civil 3D.

Tender documents package Collaboration Site

3.2. Common Settings

3.2.1. Coordinate System

All BIM shall be built and annotated directly with reference to the Hong Kong 1980

Grid (HK 1980 Grid) and Hong Kong Principal Datum (HKPD).

3.2.2. Line Type and Line Style

Refer to the latest version of AAHK CADD STANDARD for line styles, basic line

style is created in BIM template.

3.2.3. Title Blocks

The latest version of AAHK CADD STANDARD shall be followed to create and

customise their owned title blocks in BIM models.

3.2.4. Following fields or attributes are embedded in BIM template:

Category Code (CAT)

A unique code for each type of model element and shall be referred to Appendix C

Part 1 – BIM Matrix.

SSI field

SSI field stands for Security Sensitive Information which is for AAHK’s internal use.

AAHK Asset fields

In order to build up airport assets information in BIM models, AAHK Asset fields

have been included in AAHK BIM Template. AAHK Asset fields shall store airport

assets information for providing information for Airport Asset Management System

(the “AAMS”) which is managed by AAHK. Refer to Chapter 7 for descriptions of

AAHK Asset fields, input format in BIM model and required workflow.

APPENDIX D TO

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Screenshots of AAHK Asset fields in Revit BIM Template:

Screenshots of AAHK Asset fields in Civil BIM Template:

NQAA field

NQAA stands for Notification of Quality Assurance Activity. The relevant NQAA

code shall be inputted into the particular object(s) inside the BIM models.

APPENDIX D TO

APPENDIX J



THIS PAGE NOT USED

APPENDIX D TO

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3.3. AAHK Revit Template

AAHK Revit template provides a starting environment and BIM Standard for

AAHK’s projects. The template is created in Revit format (.rte). The template

includes important aspects that shall be addressed prior to starting their projects.

For each projects, the template shall be the basis to create Revit model. This

template contains families such as share parameters, annotation and symbols

elements (including element tags and view references). Further details of how to

use the template, please refer to following guidelines.

3.3.1. Browser Organisation

Pro

ject

Bro

wse

r

Architecture

Coordination

General

Presentation

Sheets

Working In Progress

Floor Plans

Ceiling Plans

3D Views

Elevation

Sections

......

User defined

Coordination

Electrical

Mechanical

Plumbing

Structural

Group by View Family

Group by Discipline

Group by Type

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APPENDIX J



It is recommended to set following types of Browser Organisations:

Project Browser Organisation – Discipline

Project Browser Organisation - Architectural

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APPENDIX J



Project Browser Organisation - Electrical

Project Browser Organisation - Mechanical

APPENDIX D TO

APPENDIX J



Project Browser Organisation - Plumbing

Project Browser Organisation – Structural

APPENDIX D TO

APPENDIX J



3.3.2. Grid

Grid information shall refer to latest project grid layout provided by AAHK,

consistent with BIM template.

APPENDIX D TO

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APPENDIX D TO

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In addition, following 2 images are the building grid provided by AAHK that can be

found in AAHK CADD STANDARD. Please make reference to the latest version of

AAHK CADD STANDARD as the latest copy. Upon project commencement, please

obtain the latest grid information from AAHK.

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3.3.3. Survey Point and Project Base Point

All 3RS projects shall use the same Survey Point and Project Base Point to ensure

alignments when collaborating with other projects, as designated below and

consistent with the BIM template.

AAHK BIM Template shall be used to create models, without moving or redefining

Survey Point or Project Base Point. Retroactive moving of Project Base Point away

from startup point shall only be done for legacy projects or reference models

outside of AAHK for the purpose of linking and aligning projects using Project Base

Point.

Survey point coordinate:

Northing: 819300000.0mm

Easting: 809800000.0mm

Elevation: 0.0mm

Project base point coordinate:

Northing: 819300000.0mm

Easting: 809800000.0mm

Elevation: 0.0mm

Angle to True North: 341.000 degree

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3.3.4. Unit

Metric units shall be used.

The commonly recognised unit for building projects is millimeter (mm). Meter (m)

shall be used for projects with larger footprint or span.

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3.3.5. Shared Parameters

Shared Parameters for title blocks

To facilitate 2D outputs from BIM models, project-specific shared parameters could

be created on title blocks. For example,

Shared Parameter Data Type

Authorised Representative Text

Authorised Representative approval date Text

Checking date Text

Design date Text

Design Ref. Text

Design Supervisor Text

Design Supervisor approval date Text

Discipline Text

Drawing Number Text

Drawing Sequence Number Number

Drawing Type Text

Drawn date Text

Location Text

Originator Text

Sheet name line 1 Text



Sheet Parameters

Sheets should have their own parameters which are used for sorting and

organising the sheets in the project browser. The parameters are used to organise

the sheets in the Drawing Index schedules.

AAHK projects use the sheet parameters described in this Chapter to organise the

project browser and the drawing lists used in the printed sheets.

Sheet Type: Used for browser organisation 01 Architectural Set, similar to view

organisation described in this document.

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Sheet Discipline: Used in Browser Organisation

Volume Number (Optional): Used for Drawing Index schedule to sort sheets by

volume if needed.

Volume is also used in the Browser Organisation

3.3.6. Start a New Project in Revit Template

Start a new project in Revit

1

2 3

APPENDIX D TO

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Browse AAHK Revit Template

Select AA Revit template from the destination folder which you have stored files from above Chapter.

Click to open AA Revit Template

Click to browse

Click to select the template

Click to open the template

Click to open the template

APPENDIX D TO

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Revit file with AA Revit Template is created and displayed as following

3.4. AAHK Civil 3D Template

AAHK Civil 3D template provides a starting environment and BIM Standard for

AAHK’s projects. The template is created in Civil 3D format (.dwt). The template

includes important aspects that shall be addressed prior to starting their projects.

For each projects, the template shall be the basis to customise on top their specific

projects for civil related works. This template contains basic information such as

Layer Settings and Object Layers in compliance to the latest version of AAHK

CADD STANDARD. Drawing Units are in metric. Drawings Settings abbreviations,

Object styles and Label styles are also in compliance to the latest version of AAHK

CADD STANDARD. User defined items are not included. It is recommended to

maintain good practices, such as the consistency throughout the projects and

effective management of the user defined items. A user-defined item list can be

provided when requested by AAHK for references only.

Further details below, are step to step explanations on where to locate the template

file and how to start a new civil BIM model (.dwg) with the template file. Please

refer to the following guidelines.

3.4.1. Coordinate

Civil 3D files shall be created using true coordinates.

3.4.2. Settings in the template

Layer Settings

Layer 1 to 63 have been removed. Layer 0 is set as default layer and shall not be

used for all AAHK projects. You shall create project specific layer according to the

latest version of AAHK CADD STANDARD.

Object Layer settings

APPENDIX D TO

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Layer 0 is set for all objects temporarily. You shall set project specific object layer

according to the latest version of AAHK CADD STANDARD.

Object style and label style settings

The default object style and label style in Civil 3D cannot be used directly. You

shall create project specific styles according to the latest version of AAHK CADD

STANDARD.

AECPSDAUTOATTACH

AECPSDAUTOATTACH variable is set to OFF. If you want to automatically assign

property sets to objects, please set this variable to ON.

3.4.3. Start a New Project in Civil 3D Template

Start-up Civil 3D program

Select “AA-Civil 3D template.dwt” from the destination folder which you have stored files from above Chapter.

1

2

1. Click to select the template

2. Click to open the template

APPENDIX D TO

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Civil 3D file with AAHK Civil 3D Template is created and displayed as followed:

APPENDIX D TO

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4 Model Division

4.1. BIM Federation

4.1.1. Model Types and Formats

Different types of models’ descriptions and formats are as followed:

Model Description Remarks File Format

Federated Model

Multi-disciplinary, linked model file

Federated models are distinct component models “linked” together in such a manner that the linked data sources do not lose their identity or integrity by being so linked (Navisworks model).

.nwf, .nwd

Master Model

Single-project, single-software, linked model file

Project-specific master model shall be created. All models authored with AAHK-preferred BIM software shall be created using AAHK BIM Template.

Generating 2D drawings or related documents from coordination models is preferred as they can show auxiliary disciplines, context or interfacing projects.

Design authoring formats

Coordination Model

Multi-disciplinary, interfacing, linked model file

Coordination models shall be interdisciplinary within one project or between projects for the purpose of coordination and clash detection of various trades.

Design Consultants and Contractors shall always use the latest models to link for coordination.

Design authoring formats or

.nwf, .nwc and

.nwd

Design Model

Single-discipline, individual model file

Models authored in design stage.

Design authoring formats, .nwc

Construction Model

Single-discipline,

Models authored in construction stage.


APPENDIX D TO

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Model Description Remarks File Format

individual model file

As-Built Model

Single-discipline, individual model file

Models reflecting as-built condition.


4.1.2. Disciplines and Sub-Discipline Management

BIM files shall be divided by discipline and contain data from one discipline only.

Project-specific model division strategies shall be proposed in project-specific BIM

Execution Plan, subject to AAHK’s approval.

4.1.3. Overall Model Division Recommendation

Models shall be divided by location, and then by discipline.

4.1.4. Federation Map

In addition to the submission file list, a Federation Map shall be submitted which

demonstrates all the relationship and numbers of BIM files.

An example of federation is as followed:

Level 5

Level / Zone

Level 4

Type

Level 3

Discipline / Sub-discipline

Level 2

Location

Level 1

Federation

Federated Model

Location

ARAP

Location

PCT2

Underground

Utilities

Architecture

Structure

Building Services

Coordination

Model

New

Work

Model 1

(In Zone / Level)

Model 2

(In Zone / Level)

Model 3

(In Zone / Level)

Existing

ModelCivil

Other

Disciplines

Location

AWWW

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4.1.5. External References and Linked Files

External references may include .dwg, .dgn, .rvt, .ifc, .dxf or other compatible

2D/3D file types operable by AAHK-preferred software. These links shall be

preserved in the process of file sharing and collaboration.

For Master Models, Reference Type shall be “Attachment” and Path Type shall be

“Relative.”

For Civil 3D master models or coordination models, data shortcut references shall

be maintained for alignments, pipe networks, pressure pipe networks, TIN

surfaces, and corridors.

4.1.6. Storing Viewpoints in BIM Files

The design, coordination and construction issues shall be flagged within

coordination models via saved views, and use the views for progress and

coordination meetings.

Saved views shall be grouped by dates and interfacing events/parties. In Autodesk

Navisworks, the groups shall be established by creating folders named

YYYYMMDD-[Name of Interfacing Event/Parties].

4.2. Model Size

4.2.1. Maximum Model Size

All models (except federated .nwd models) shall not exceed 150MB each.

Maximum size of federated .nwd models shall be project-specific as approved by

AAHK.

BIM files shall be kept at their minimum size. Items not appropriate for use or

irrelevant should be purged or detached periodically and prior to submission.

The models shall be divided by location, zones and/or disciplines, sub-disciplines,

according to strategies proposed in project-specific BIM Execution Plan, once

model sizes exceeds AAHK-mandated maximum.

4.2.2. Purging

BIM shall be purged of all unused views, families and other settings upon

submission.

4.3. Colour Scheme

For easy review and better collaboration in federated models, the colour specified

in Appendix C Part 1 - BIM Matrix shall be followed to assign colour for their models’

views.

The AAHK-specified colour shall be followed in different stages including but not

limited to work in progress (WIP), statutory submission, submission for AAHK’s

approval and final submission to AAHK’s assets and facility management teams

(including but not limited to TSD).

APPENDIX D TO

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AAHK-specified colour may be by model element or by system. By-system colour

requirements are typically applicable to underground utilities, plumbing or systems

that have both long-spanning conduits/pipes/wires and individual connection

model elements. See Appendix C Part 1 – BIM Matrix for details.

If key project-specific model elements or systems do not have AAHK-specified

colour in BIM Matrix, the colour scheme for these systems shall be assigned and

submitted for AAHK’s approval.

4.3.1. Colour Display Methodology

Colour shall be displayed via filter (Revit), appearance profiler (Navisworks) or

other parametric method to achieve appearance based on the CAT Code

parameter, rather than altering the materiality of model elements or systems.

In Revit, for instance, the model elements’ material colour shall not be manually

overridden in the “Appearance” tab. The colour shall remain the actual material

RGB (unless the element or system happens to be the same colour as CAT Code

colour in real life). Other properties such as thermal and physical attributes shall

also be correctly assigned to each material.

4.3.2. Mandatory Views to Apply Colour

Aside from federated models in coordination and interfacing software (e.g.

Navisworks), AAHK-specified colour shall be applied to:

Non-drafting interdisciplinary coordination views or layouts

Non-drafting inter-project coordination views or layouts

Non-drafting views or layouts showing more than one system (e.g. a

view/layout showing both fresh water and flush water pipe systems)

APPENDIX D TO

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The filtered and non-filtered views shall be listed out and described in their project-

specific BIM Execution Plan.

4.3.3. New Elements

Regardless of software used, new elements in individual native models and

federated models shall reflect the AAHK-required colour or that outlined in BIM

Matrix.

4.3.4. Existing / Context

Data source for the existing model shall be stated by:

a) Correct model file naming for individual existing model as stated in Section

5.1; and

b) Applying different % transparency if needed. For example,

- Data source from site survey: 30% transparency; and

- Data source from as-built record: 70% transparency.

4.3.5. 4D Simulation

Colour and transparency settings for 4D simulations and construction method

simulations shall be as followed:

Type 4D Simulation

Start Appearance

4D Simulation

End Appearance

Construction Method

Simulation

Start Appearance

Construction Green

(20% transparent)

Model Appearance None

Demolition Red

(90% transparent)

Hide (Invisible) Model Appearance

Modification Red

(50% transparent)

Model Appearance Model Appearance

Temporary Yellow

(80% transparent)

Hide (Invisible) None

4.4. Clash Detection

4.4.1. Clash Detection Process

Clash detection shall be conducted inter-project with all interfacing projects, as well

as inter-discipline for all interfacing disciplines within the project.

4.4.2. Clash Matrix

The clash matrix shall be further refined based on Appendix L – Clash Matrix,

incorporating additional project-specific disciplines and sub-disciplines (if any).

APPENDIX D TO

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CAT code shall be used to create “Selection sets” match disciplines and sub-

discipline groupings to facilitate clash detection.

4.4.3. Clash Report Content

Suggested contents for clash reports shall include the following at the minimum.

Based on project needs, AAHK may request specific contents to be included.

BIM Model Composition

Federation map, overview of combined model, and overall view of each discipline

model.

Clash Detection Process

Clash detection methodology, number of total clashes, clash types, and list of real

clashes.

Itemised Clashes Log

Including reference ID, location, discipline, status (new or outstanding), screen

capture, and description.

4.5. Errors and Warnings

Upon WIP upload or official submissions, the errors and warnings shall be

eliminated and minimised, which may include but not limited to missing

connections, invalid constraints, unclosed boundaries, unplaced elements, and

missing references.

APPENDIX D TO

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5 Naming

This Chapter provides naming standard for any BIM project at AAHK.

5.1. Model Naming

Only letters A-Z, hyphen, underscore and numbers 0-9 for all fields;

Do not use spaces; all fields shall be separated (if necessary) by a hyphen

character “-”;

A single period character "." shall be used to separate the file name from the

extension, and should not be used anywhere else in the file name; and

The file extension shall not be amended or deleted.

Abbreviations or codes not yet specified in this document shall be proposed

for AAHK’s approval. AAHK and AAHK-designated BIM Consultant will keep

a master list for cross-check with newly proposed project-specific for all

related codes, disciplines and sub-discipline. To ensure consistency

throughout, it is advised to utilise the codes listed in BIM Standard and master

list whenever if possible.

File naming shall follow the format shown in the diagram below:

5.1.1. Field 1: Project

An abbreviated code or number identifying the project. This is the same as AAHK

CADD STANDARD; the only difference is the order is reversed with Author.

(Maximum 4 characters, subject to length of project number specified by AAHK)

Underscore coding “_” may be used if the model does not relate to a specific

project, subject to AAHK’s approval (e.g. AAHK’s internal studies).

5.1.2. Field 2: Author

An abbreviated code identifying the originating stakeholder. This is same as AAHK

CADD STANDARD; the only difference is the order is reversed with Project.

(Maximum 3 characters)

Three letter abbreviation of the Author’s name, for example:

ACM (AECOM)

MMH (Mott MacDonald)

AED (Aedas HK)

1

Project

2

Author

3

Location

4

Main Discipline

5

Type

6

User Defined

Field

APPENDIX D TO

APPENDIX J



5.1.3. Field 3: Location

An abbreviated code to identify the location of the project. (Refer Location Code

Schedule) (Maximum 7 characters)

Any query or request for additional location code, please submit to AAHK

for approval.

(*) denotes proposed additional codes which is extended from WBS-L1 and

WBS-L2 to cover some of the new facilities.

Location Code Schedule

WBS-L1 Code Description

AA All area on Airport Island (incl. 3RS reclamation footprint area, HZMB and BCF )

AI Airfield (specified to 3RS reclamation footprint area)

AT Automated People Mover (APM)

AR Airside Road, Tunnels, Infrastructure & Systems

AW Airport Wide Services (AWS)

BH Baggage Handling System (BHS)

BT Baggage Tunnels

CS Central Ancillary Support Area (CSA)

ES Eastern Ancillary Support Area (ESA)

FA* Aviation Fuel Tank Farm Area

PC Passenger Terminal/Concourse

TU* Tunnel (e.g. BHS and APM Tunnels)*

WS Western Ancillary Support Area (WSA)

TA* TRC*

X* Federated Model

WBS-L1 WBS-L2 Description (WBS-L1 & WBS-L2)

AA AWTC Asia World Trade Centre (3RS Headquarters)

FA Aviation Fuel Tank Farm Area

HKIA HKIA Tower (Airport Authority Headquarters)

MA Area excl. Airport Island (e.g. Marine Park, Sha Chau, Tung Chung)

NCD North Commercial District Areas

PFA Airside Petrol Filling Station

PFL Landside Petrol Filling Station

PSO Project Site Offices

XX Location/Area/Building not assigned/mentioned on above

APPENDIX D TO

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AI AG Airfield - AGL System

AK Airfield - AAHK Buildings

CT Airfield - Crossfield Taxiway

CR Airfield - Centre Runway (Southern runway)

GO Airfield - Geotechnical

NR Airfield - Northern Runway

MA Airfield - Midfield Area Stands

MP Airfield - Master Plan

TA Airfield - TRC Apron Taxi lanes, Road & GSE Areas

TF Airfield - Tenant/Government Serviced Site Facilities/Franchise/Airline

TR* Airfield - Third Runway

TS Airfield - TRC Apron Stands

ZZ Airfield - Support Area/Ancillary Buildings



AT FF APM - Fixed Facilities

GO APM - Geotechnical

MM APM - System

T1 APM - Terminal 1 Modification

T2 APM - Terminal 2 Expansion

TR APM - Third Runway Concourse

T2TR APM - Terminal 2 to TRC Sections


AR AP AR - Airside Perimeter Road

AR AR - Airside Road

ET AR - Eastern Vehicular Tunnels

LS AR - Road/Tunnel/Infrastructure located on Landside Area

WR AR - Western Vehicular Tunnels


APPENDIX D TO

APPENDIX J




AW AF* AWS - Aviation Fuel Network*

AU AWS - Utilities at TRC (Trench Reinforced Concrete)

CU AWS - Combined Service Utilities/Underground Utilities

GS AWS - Gas

FW AWS - Foul Water

PD AWS - Ducting & Sleeving

PW-FH AWS - Potable Water & Fire Hydrant

SW AWS - Cooling Water incl. Grey & Sea Water

WW AWS - Waste Water

DR AWS - Storm Drains

IR AWS - Irrigation

CLP AWS - CLP Ducting and Draw Pits

TP AWS - Telecommunication Ducting

AA AWS - AA Power Ducting


BH AR BHS - Main Tunnel Routing

CC BHS - Central Concourse

EC BHS - Eastern Concourse

ES BHS - Eastern Ancillary Support Area

T1 BHS - Terminal 1 Modification

T2 BHS - Terminal 2 Expansion

WC BHS - Western Concourse


BT TY Baggage Tunnels


CS AK CSA - AAHK Buildings

GO CSA - Geotechnical

TF CSA - Tenant/Government Serviced Site Facilities/Airline Facilities

ZZ CSA - Central Support Area (Ancillary Buildings)



ES AK ESA - AAHK Buildings

APPENDIX D TO

APPENDIX J




GO ESA - Geotechnical

TF ESA - Tenant/Government Serviced Site Facilities/Airline Facilities

ZZ ESA - East Support Area (Ancillary Buildings)



FA* Exact location to be confirmed by AAHK


PC AK Passenger Terminal/Concourse - AAHK Buildings

GO Passenger Terminal/Concourse - Geotechnical

GTC Ground Transportation Centre (area not covered by T2)

GTCWB Ground Transportation Waiting Building (Car Park 1 Enhancement Works)

ITT Intermodal Transfer Terminal Building

MF* Passenger Terminal/Concourse - Midfield Concourse

NS Passenger Terminal/Concourse - North Satellite Concourse

SP Passenger Terminal/Concourse - SkyPier

SB Sky bridge (Bridge linking Terminal 1 and NSC)

T1 Passenger Terminal/Concourse - Terminal 1*

T1A T1 Annex Building

T1ALB Link Bridge between Terminal 1 and Annex building

T2 Passenger Terminal/Concourse - Terminal 2*

T2E Passenger Terminal/Concourse - Terminal 2 Expansion

TR* Passenger Terminal/Concourse - Third Runway Concourse*

TRE Passenger Terminal/Concourse - Third Runway Concourse (Expansion)



TU* T1SK* Tunnel - Terminal 1 to SkyPier Sections*

T1T2* Tunnel - Terminal 1 to Terminal 2 Sections*

T2TR* Tunnel - Terminal 2 to TRC Sections*


WS AK WSA - AAHK Buildings

GO WSA - Geotechnical

TF WSA - Tenant/Government Serviced Site Facilities/Airline Facilities

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ZZ WSA - West Support Area (Ancillary Buildings)


5.1.4. Field 4: Main Discipline

A code for identify main discipline for the model. (Maximum 3 characters)

Discipline Description

AR Architecture

BS Building Services

CV Civil

GE Geotechnical

LS Landscaping

ST Structural

UU Underground Utilities

BHS Baggage Handling System

X* Federated Model

5.1.5. Field 5: Type/Status

2 character identifier code for describing the use of the BIM.

(Maximum 2 characters)

Type/Status Description

NE New Work

EX Existing Models

TP Temporary Work

AS As Built

M2 2D File

DR Drawing Sheet

CO Model for Coordination

SC Schedule

BQ Bill of Quantities

SP Specifications

MA Model for Analysis

X* Federated Model

5.1.6. Field 6: User Defined

Project defined specific. This field shall be used for defining level, zone, sub-

disciplines, data source for the existing model, or CAT Code proposed for AAHK’s

approval (Maximum 7 characters). The model list shall be prepared in advance for

AAHK’s approval, including the sequences for code configurations between levels,

zones, sub-disciplines, data source for the existing model, or CAT Code, according

to Appendix C Part 1 – BIM Matrix.

APPENDIX D TO

APPENDIX J



Sub-disciplines code shall be proposed and included in project-specific BIM

Execution Plan. The suggested sub-discipline codes are summarised as below:

Discipline Sub-

discipline Code

Sub-discipline

Building Services EL Electrical System/ Lighting System/Power Distribution

HVAC Heating Ventilating and Air-Conditioning

ELV Extra-low voltage

TG Town Gas

FS Fire Services System

PL Plumbing Installation

DR Drainage Installation

ES Lift and Escalator

Civil RG Road

BD Bridge

BDDR Bridge Drainage

TP Topographic Surface

TXW Runways, Taxiways, Taxilanes

Geotechnical RH Rock Head Model

ELS Excavation Lateral Support

Underground Utilities

DR Storm Drains

SE Sewerage

PM Potable Water Main & Fire Hydrant

WW Waste Water

FW Foul Water

SW Cooling Water incl. Grey & Sea Water

IR Irrigation Pipe Networks

TG Town Gas

AFL Aviation Fuel Network

CLP CLP Ducting and Draw Pits

TP Telecommunication Ducting

AA AA Power Ducting

If Field 5 is “EX – Existing Models”, the data source for the existing models shall

be specified in Field 6. The data source codes shall be proposed and included in

project-specific BIM Execution Plan. The suggested data source codes are

summarised as below:

Type Data

Source Code

Data Source for the Existing Models

EX LS Laser Scanning

AB As-built Record

DS Digital Survey

TS Topographic Survey

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APPENDIX J



5.1.7. Model Naming Examples:

For project 9999 (a passenger concourse T2 building project) done by the Author

MNO, the BIM models are divided by levels (L3/L5/L6):

5.2. Workset Naming

Workset is Revit's way of allowing multiple team members to work on the same

project. The Worksets of the projects shall be created and maintained.

Do not unload a linked Revit file and not synchronise with Central (use

Visibility/Graphics or opened=No).

Do not use Worksets such as layers. Small projects can be accomplished with

the two default Worksets.

The two factors determining the number of Worksets are scale of the project

and the number of people working on the project.

Do not create Worksets for annotation or notes.

For new content created within an existing AAHK base model, separate

Worksets shall be created to allow for definition and separation of new content

from existing.

Sub-disciplines, such as interior furniture, light fixtures, landscape and

signage are to have individual files instead of Worksets within architecture

BIM.

Project 9999

Federated Model

Location ARAP model

Location PCT2

model

Underground Utilities

model

Architecture

model

Civil model

model

Other disciplines

model

Building

Services

model

Temporary Work

Model 1

divided by

zone/level

Model ……

divided by

zone/level

Model N

divided by

zone/level

New Work

Model 1

divided by

zone/level

Model ……

divided by

zone/level

Model N

divided by

zone/level

Existing Model

Model 1

divided by

zone/level

Model ……

divided by

zone/level

Model N

divided by

zone/level

Structure

model

Location AWWW model

9999-MNO-X.rvt

9999-MNO-PCT2-X.rvt

9999-MNO-PCT2-BS-X.rvt

9999-MNO-PCT2-BS-NE-X.rvt

9999-MNO-PCT2-BS-NE-L3.rvt



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In the building model, if the model are “Horizontal cut” by zones, “Level”

Worksets shall be created and named as <Level>-<Description (Optional)>.

For example: B01-SG, B02-FA, M02-FI

For “Vertical cut” model, “Zone” Worksets shall be created and named as

<Zone>-<Description (Optional)>. For example: R1A1-SG, R2A2-FA, R3A3-

FI

The diagram below illustrates Plan and Grid System:

For acronyms & abbreviations, Worksets for architectural model for collaboration

include:

SG = Structural and Grid

FI = Finishes, Door

FA =Façade

RF= References items such as massing, reference lines

5.3. Family Naming

In the event Autodesk Revit is used, family naming shall comply with the following

format:

<AA>-<Family Name>_<Description1 (optional)>_<Description2 (optional)>

For example:

AA-Structure Column_Round.rfa, AA-Air Conditioner_Wall Mounted_Type 1.rfa

5.4. Type Naming

Type naming shall be based on the component’s dimension.

For doors and windows: <Width>x<Height>

For Caseworks and furniture: <Width>x<Depth>x<Height>

5.5. View Naming

The name of the view should follow the following standard:

<Discipline> - <View Purpose> - <View Description>

APPENDIX D TO

APPENDIX J



For example: AR-W-L01

The discipline code and view purpose code should choose from the form:

Disciplines Codes View Purpose Code

Architectural AR General G

Structural ST Presentation P

Electrical EL Work In Progress W

Mechanical ML Coordination C

Plumbing PL Sheets S

View Description should be clear and concise.

For example:

5.6. 2D Drawing System (Sheet) Naming

Naming of 2D drawings generated from BIM files shall follow the latest version of

AAHK CADD STANDARD.

5.7. Civil 3D Object Naming

Naming for Civil 3D Object shall be similar as model naming.

Only letters A-Z, hyphen, underscore and numbers 0-9 for all fields;


character “-”;

APPENDIX D TO

APPENDIX J



Abbreviation or Code not yet specified in this document should be proposed

for AAHK’s approval.

Naming shall follow the format shown in the diagram below:

Field No Field Name Reference

1 Project Please refer to item 5.1.1

2 Author Please refer to item 5.1.2

3 Location Please refer to item 5.1.3

4 Main Discipline Please refer to 5.1.4

5 Type/Status Please refer to 5.1.5

6 User Defined Please refer to 5.1.6

Examples:

Point Group naming example: 3133-ACM-PCTR-GE-EX-BOREH (3133-AECOM-Third Runway Concourse-Geotechnical-Existing models-Borehole)

Point Clouds naming example: 3131-ACL-AIXX-CV-EX-EG (3131-Atkins China Ltd-Civil discipline-Existing models-Existing Ground)

Surface naming example: P282-ACM-AIXX-CV-NE-LSAFG (P282-AECOM-Airfield default-Civil discipline-New Work-Limousine Staging Area finished ground surface )

Alignment naming example: 3131-ACL-AITR-CV-NE-TRAL (3131-Atkins China Ltd-Airfield third runway-Civil discipline-New work-Third runway alignment)

Pipe Networks naming example: 3142-B&V-AWFW-UU-NE-SEA08 (3142-Black & Veatch Hong Kong Ltd-Airport wide foul water system-Underground utilities discipline-Zone 08 sewerage piping system)

Pressure Networks naming example: 3142-B&V-AWPWFH-UU-NE-PMT02 (3142-Black & Veatch Hong Kong Ltd-Airport wide potable water and fire hydrant system-Underground utilities discipline-Zone T02 potable piping system )

Corridor naming example: 3131-ACL-AITR-CV-NE-TR(3131- Atkins China Ltd-Airfield third runway-Civil discipline-New work-Third runway corridor model)

1

Project

2

Author

3

Location

4

Main Discipline

5

Type

6

User Defined

Field

APPENDIX D TO

APPENDIX J



6 Collaboration Site

6.1. Purpose of Collaboration Site and Its Uses

Level 2 BIM requires project collaboration and information exchange between

project teams and engineer disciplines. In addition to project-specific CDEs (if any),

AAHK-designated collaboration platform shall be used to exchange their BIM files

for interfacing areas and BIM coordination.

6.2. Collaboration Site Folder Structure Example

All BIM information shall be shared on the collaboration platform, which is a CDE

(Common Data Environment).

The folder structure example is shown below:

(Optional)

Level 4

Software

Level 3

Date

Level 2

Project

Level 1

Categories

Level 0

Root

Root

Folder

400

WIP

Contract #

(e.g. 252)

Date

(e.g. 20160101)

File Type

(e.g. Civil3D)

File Type

(e.g. Navisworks)

File Type

(e.g. Revit)

Date-D##

(e.g. 20160101-D##)Contract #

(e.g. 3138)

410 3RS

Collaboration

00 Library

01 Sub-Folder Sample

Contract #

(e.g. 252)

Contract #

(e.g. 3138)

APPENDIX D TO

APPENDIX J



Folder naming conventions are applicable to all BIM models including Revit model,

Navisworks model and all drawings generated from BIM.

Only letters A-Z, hyphen, underscore and numbers 0-9 for all fields; and


character “-”.

6.2.1. Level 1: Categories

400 WIP: models/files exchanged exclusively between individual contract

awarder and AAHK

410 3RS Collaboration: models/files exchanged between Design Consultants

and Contractors who have interfacing scope, and shared with AAHK.

The file extension shall not be amended or deleted.

6.2.2. Level 2: Project

Use official project number according to AAHK contract number.

Under “400 WIP” folder, each Design Consultant and Contractor has read and

write rights to its corresponding project folder only.

Under “410 3RS Collaboration” folder, each Design Consultant and Contractor

has read and write rights to its corresponding project folder, and read rights to

interfacing projects.

Under “410 3RS Collaboration” folder, each Design Consultant and Contractor

has read rights to “00 Library” where BIM templates, shared parameters, shared

families and standard documents are stored, sorted by software/file/document

types.

6.2.3. Level 3: Date (to be created by Design Consultants / Contractors)

YYYYMMDD format for periodic uploads

For example: BIM files being uploaded on 1st January, 2016.

YYYYMMDD-D## format for deliverables

For example: 20160101-D08 for Deliverable 08 submitted on 1st January, 2016.

Refer to “01 Sub-Folder Sample” folder for example.

6.2.4. Level 4: Software (Optional; to be created by Design Consultants and Contractors)

Design Consultants and Contractors shall elect to create folders to place different

file types. For example: Revit, Navisworks, Civil3D. To retain links within uploaded

models, the relative folder structure shall be aligned to Design Consultants’ and

Contractors’ local working directories.

APPENDIX D TO

APPENDIX J



6.3. User Access

User accounts are created for authorised staff of AAHK, Design Consultants and

Contractors and AAHK-designated BIM Consultant. Each party shall elect key staff

whose access will be granted subject to AAHK review and approval.

For example, in the collaboration structure example shown in Section 6.2, different

access arrangements shall be assigned to each party:

Design Consultants and Contractors have full read and write rights to their

corresponding project folder (level 2) in “400 WIP” folder (level 1).

Access rights among AAHK, Design Consultants and Contractors are

customise d based on inter-project interfacing and collaboration needs.

Design Consultants and Contractors have read and write rights to their

corresponding project folder (level 2) in “410 3RS Collaboration” folder (level

1), and read rights to interfacing projects.

6.4. BIM Library

A BIM library folder (“00 Library” under “410 3RS Collaboration”) holds all BIM

template and reference contents for AAHK BIM works, including shared libraries

and shared parameters, as a baseline from which all projects are set up.

6.5. Upload Procedures

6.5.1. WIP Upload Procedures

Following each BIM coordination meeting (held bi-weekly or as required by AAHK

and project schedule/programme), the latest set of working models and clash

detection files shall be uploaded to the collaboration platform.

Collaboration folder stores all BIM documents for collaboration purposes.

WIP folder stores all BIM documents for AAHK and AAHK-designated BIM

Consultant access and review only.

A dated subfolder shall be created first in YYYYMMDD format in either WIP or

Collaboration folder. The complete set of BIM files shall then be uploaded into this

folder directly while maintaining relative link with correct relative folder structure (if

any).

Upon uploading completion, all affected parties shall be informed including AAHK

project management team, AAHK-designated BIM Consultant and the relevant

Design Consultants and Contractors. Following information shall be notified.

Uploaded files (list of file names)

Location (indicating dated sub-folder)

APPENDIX D TO

APPENDIX J



Summary of purpose of contents

6.5.2. Upload Frequencies

Starting from schematic design stage, WIP models shall be uploaded on a bi-

weekly basis, unless otherwise agreed with AAHK.

Starting from detailed design stage, current project data shall be uploaded on

a bi-weekly basis, unless otherwise agreed with AAHK.

During Construction Stage, Contractors shall upload current project data on a

bi-weekly basis, unless otherwise agreed with AAHK.

6.5.3. Final Deliverables Upload

Submission of final shall follow AAHK’s official submission protocols as agreed with

Design Consultants and Contractors.

Following the official submission, a dated subfolder shall be created in

YYYYMMDD-D## format parallel to collaboration folders, and upload all BIM files

into the particular folder.

6.5.4. Log Files and Audit Trail

Submission of final shall follow AAHK’s official submission protocols.

Once uploaded, files and folders cannot be removed by any parties other than

collaboration platform administrators.

The collaboration platform has audit trail capabilities to record all activities of each

and every file and folder.

6.5.5. List of Uploaded Files

A list of all upload files shall be provided, including extension, as part of the

Appendix F - BIM Checklist for every upload.

APPENDIX D TO

APPENDIX J



7 AAHK Asset Code Register Requirements

AAHK’s Technical Services Department (TSD) implements Airport Asset

Management System (AAMS) to maintain and manage airport assets. BIM models

shall be prepared to facilitate the information for AAMS, e.g. AAHK Asset Code

Register. In AAHK BIM Template, it has already been built with AAHK Asset fields

for all parties to input AAHK Asset Code Register in BIM model.

The AAHK’s Asset workflow, input format and requirements of AAHK Asset Code

register is described as followed.

7.1. AAHK’s Asset Workflow

AAHK’s Asset workflow is applicable to assets which are managed by AAHK.

Process of populate AAHK Asset Code registration is illustrated as following

diagram covering:

BIM standard and specification stage

Project execution

Project closure stage

Refer to Appendix E – BIM Process Map AAHK Asset Register Workflow for detail

diagram.

7.2. Input Format and Requirements of AAHK Asset Code Register

As AAHK Asset fields are already built in AAHK BIM Template, input requirements

(CCTV sub-system as an example) are described in Appendix J (v) – Input Format

and Requirements of AAHK Asset Code Register.

7.3. Schedule Generation

In addition to embedding compatible data formats and contents in the model,

Summarised data shall be generated, which export in Excel (.xls or .xlsx) format

compatible with AAHK-required asset and facility management standard (e.g.

CoBie), accompanying deliverables that require BIM model submission.

The schedules shall follow AAHK data requirements, with AAHK-required

parameters (including AAHK Asset fields) as column headers, and each model

element shall be listed in separate rows.

END OF BIM STANDARD

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