DALLAS FORT WORTH INTERNATIONAL AIRPORT ......Contract No. 9500728 Page 1 of 10 Addendum No. 04 June 25, 2020 DALLAS FORT WORTH INTERNATIONAL AIRPORT ADDENDUM NO. 04 TERMINAL C –

Contract No. 9500728 Page 1 of 10 Addendum No. 04 June 25, 2020

DALLAS FORT WORTH

INTERNATIONAL AIRPORT

ADDENDUM NO. 04 TERMINAL C – HIGH C GATES DEMOLITION AND REBUILD

(C33,35-37 and C39) AND ASSOCIATED FACILITIES (NON-

FEDERAL) CONTRACT NO. 9500728

June 25, 2020

The Request for Qualifications for the above is hereby revised as follows:

RFQ Revisions

1. N/A.

Schedule Revisions

1. N/A.

Solicitation Questions (Q) and Answers (A)

1. Q. As written, it appears there will be no BHS work included in the Design-Build contract; however, in the drawings presented in the Pre-submission conference, there are some belts on the ramp level located within the portion of the building that is assumed to be demolished. Understanding details of the design will come later, will the potential relocation of the belts be coordinated with the fit-out team or will the Design-build team need a BHS designer to relocate the belts? A. If relocation of the belts is necessary, it will be coordinated with the fit-out team. Belts may or may

not be demolished and will be determined by the design. If belts are not relocated they must be protected and access must be protected during construction.

2. Q. Addendum 2, Page 27 references .pdf attachments for Exhibit A, Exhibit B and Exhibit C, but no

attachments are provided. Will these documents be provided? A. Yes, they will be posted with the documents associated with this Addendum.

3. Q. Addendum 2, Pages 11 and 12 state guidelines for submission, but the covers and tabs are not

mentioned in regards to page count. Please confirm that covers and tabs do not count towards an overall page count. A. Covers and tabs do not count towards page count.

4. Q. For the response to the Request For Qualifications (“RFQ”) are the forms for Schedule of Subcontractors, MWBE certifications, Consultant Questionnaires, Commitment to Minority/Women Business Enterprise (MWBE) Participation, Disclosure Form to Report Lobbying, or other related


forms required or will they only be submitted with the response to the Request For Proposals (Phase two) since they contain cost information?

A. Each Contractor must submit for all solicitations, bids or proposals, completed and signed M/WBE utilization forms as outlined below to be considered responsive. Request for Proposal – Design Build

• Commitment to MBE Participation (Construction) must be submitted at the time of

proposal submission.

• Preliminary Schedule of Subcontractors (Design) must be submitted at the time of proposal submission.

• Certification Certificates (Design) must be submitted at the time of proposal submission for each certified subcontractor listed on the Preliminary Schedule of Subcontractors.

• Final Schedule of Subcontractors (Design) must be submitted with the best and final offer.

• Intent to Perform as a Subcontractor (Design) must be submitted at the time of proposal submission for each certified subcontractor identified on the Preliminary Schedule of Subcontractors. Changes from the Preliminary Schedule of Subcontractors to the Final Schedule of Subcontractors may result in the submission of new Intent to Perform as a Subcontractor forms

• Compliance Plan (Construction) a draft Compliance Plan must be submitted at the time of proposal submission. The final Compliance Plan shall be submitted after the conclusion of the solicitation process as a component of contract negotiations and award.

• Final Schedule of Subcontractors (Construction) must be submitted with each price proposal when a delivery order price proposal is requested from the Contracting Department.

• Certification Certificates (Construction) must be submitted with the Final Schedule of Subcontractors for each certified subcontractor.

• Intent to Perform as a Subcontractor (Construction) must be submitted with the final agreed-upon price proposal for each delivery order for each certified subcontractor.

Good Faith Effort Documentation If the Contractor fails to meet the M/WBE goal, this documentation must be submitted at the time of proposal submission

5. Q. Section 4 (Selection Procedures), Paragraph 1 Executive Summary, Subparagraph f indicates that

“Each firm must certify that each professional that is a member of the firm was selected based on demonstrated competence and qualifications in the manner provided by Section 2254.004.” apply only to the prime firm submitting the response or is certification required from all subcontracted firms? Please confirm if the certification can be a commitment statement made by the prime respondent for the entire team, or if this must be individual commitment statements made by each sub-consultant firm on the proposed team. If separate statements are needed from each sub-consultant, please confirm if these will or will not count against the 20-page page limit. [RFQ page 11] A. See Answer on Question 4.

6. Q. Addendum 2 to the RFQ increases the number of copies to be submitted to eight (8) for the Phase

Two response. However, in the text of the RFQ attached to Addendum 2 the Selection Procedures for the Statement of Qualifications (Phase One) [RFP page11] has been revised to indicate eight (8)


copies should be submitted. Would you please confirm that the number of copies required is one (1) original + eight (8) copies for both the Phase One and Phase Two submittals?

A. Yes, one original and eight copies are required for both Phases.

7. Q. In the RFQ, a MBE participation goal is established for construction services and a M/WBE goal is

established for professional services. MBE firms providing construction services would be subcontractors to the prime firm and M/WBE firms providing professional services are anticipated to be subcontractors to the lead professional design firm. Should a separate Schedule of Subcontractors be prepared for 1) the construction services and 2) the professional services, to demonstrate compliance with the two separate goals, or should they be combined into one consolidated schedule for the entire proposed team, signed by the prime firm? A. See Answer on Question 4.

8. Q. Section 2, Project Description/ Scope of Work/Design Criteria, fourth paragraph [RFP page 6]

indicates that “The consultant shall fully coordinate the design of Gates to achieve continuity and consistency with the future renovations of Terminal C, design by others.” Can you please confirm when the future renovations of Terminal C would begin, and when the design information from others will be made available to our team, for coordination of the work that is requested in this provision of the solicitation?

A. Future plans for Terminal C will be coordinated post award, as needed.

9. Q. During the second Pre-Qualification conference, mention was made that the Master Planner and

Master Architect has been engaged to prepare the planning and programming for the gates in this design-build solicitation, however, page 3 of the RFQ states “The project will include planning, programming,…”, and is repeated on p.6 in section 2. PROJECT DESCRIPTION/ SCOPE OF WORK/DESIGN CRITERIA. Can you please provide a detailed summary of the scope of planning and programming that will be provided by others (i.e. under the Master Planner and Master Architect contract), and also provide a detailed summary of the planning and programming scope of services that will be expected under this contract? A. The respondent will coordinate with the Master Planner Master Architect. The planning and

programming will be defined at a later date.

10. Q. Section 2, Project Description/ Scope of Work/Design Criteria, tenth paragraph [RFP page 7] indicates a requirement for a BIM LOD 500 submittal. Our understanding is that LOD 500 documentation is effectively as-built documentation including embedding product data from specific components and devices into the BIM model for the Owner’s FM purposes. It has been our experience that these requirements vary and are Owner-specific relative to the Owner’s operations of their facility. Does DFW have a BIM Standards document clarifying the specific requirements of LOD 500 expectations to be used for this project? Also, recognizing the time required to implement LOD 500 documentation, much of which being as-built documentation to be performed after construction, what is the schedule expectation for completion of LOD 500 documentation post substantial completion? A. The following model development requirement is defined by the BIMforum LOD Specifications

2019 (https://bimforum.org/lod/) .Contractor as-built Models (Typically referred to as LOD 500) Typically known as “The As-Built Model”, this deliverable is generated by the contractor (never the designer) or their respective subcontractors. It is a model generated to reflect the verified field installation of all the elements of the project. This model can be generated using a multitude of different means and methods for capturing the field data. Models can be generated from laser scans, visible field measurements, consolidated shop drawings, field captured asset data, and photogrammetry.


11. Q. Based on the Solicitation Schedule shown on p.21 of the RFQ, which notes the Estimated Notice to Proceed on September 24, 2020, and an Estimated Substantial Completion on May 6, of 2020, we understand this to be a duration of 589 days. However, on p.17, item B.1).a. notes that “The current baseline schedule is 680 consecutive calendar days from notice to proceed to substantial completion”. Please confirm the schedule expectation from notice to proceed to substantial completion. A. Project Substantial completion will be set at August 6, 2022; Envelope (Shell & Core) substantial

completion will be set at May 6, 2022. These two milestones will be defined in the contract, actual contract days will depend on the actual NTP date.

12. Q. Do all of the M/WBE Required Forms for Design (Commitment to Goal, Schedule of

Subcontractors, and Intent to Perform) need to be signed by the Prime Contractor (construction firm) or the lead professional design firm? A. See Answer on Question 4.

13. Q. Does the support building that is to the west of Gate 39 outside of the project limit lines remain in

service during the construction of the new facility?

A. Yes, this will be made ready by the enabling project. ABR tug parking will need to be preserved during construction.

14. Q. The RFQS states on page 3 Item 1, NOTICE TO DESIGN-BUILD FIRMS the DB team “will

coordinate space programming and requirements with the fit-out design/contractor to ensure that the base building services sizing, location and adequacy meets the fit-out design and construction requirement.” Will the fit-out designer/contractor be under contract with the DFW Board? Will the fit-out designer/contractor be under contract prior to contract NTP with the DB contractor to be selected under this solicitation? A. Fit-out designer is anticipated to be hired by American concurrently with DB contractor.

15. Q. Page 6 of the RFQS states the Passenger Boarding Bridges will be provided by others. What entity will be providing the bridges? A. Bridges are existing and they will be relocated as part of the construction. New fixed walkway

will be required between the building and new PBB locations.

16. Q. Page 6 of the RFQS states the DB team will be responsible for re-installing the existing Passenger Boarding Bridges. Will the bridges, PC Air and Ground Power units all be existing units removed and stored by a third party and then re-installed by the DB team? If yes, who is the third party? If no, please clarify the DB team’s responsibility relative to the sixth bullet point on page 6 and the statement made in the fourth paragraph on the same page 6. A. Removal and Re-installation will be provided by the DB team, storage will be coordinated with

AA. DB team will be responsible for removing (as needed) and protecting PBB’s/PCA/GPU during construction. Final locations will be coordinated with AA.

17. Q. Will the fit-out contractor for the BHS be the same contractor as the fit-out designer/contractor

referenced in the third paragraph of Item 1, NOTICE TO DESIGN-BUILD FIRMS, page 3 of the RFQS? If no; then who will it be and who will that entity contract with? A. Yes. N/A.

18. Q. Will DFW be required to prepare an EA for this project; or will the project be categorically excluded

from the NEPA process? If an EA is required; then who will be responsible for its preparation and shepherding through the approval process?


A. Yes, an EA will be required. Project team, including respondent, will assist and provide support to

prepare EA and submit through EAD.

19. Q. Will the proposed of form Agreement that the Board anticipates executing with the successful awardee be provided to the proposers before the RFQS submittal due date? A. Yes, a sample agreement will be posted as part of this Addendum.

20. Q. We are a design firm who is a sub to a contractor, and therefore we will be pulling together the M/WBE firms with corresponding documentation to meet the 30% goal to submit to the prime contractor for the RFQ submittal. On the required forms (commitment to goal, schedule of subs, intent to perform) where the Prime is required to sign, please clarify that in our case, even for the design portion, that the Prime contractor (not the lead design firm) is to be listed and signed/certified. A. See Answer on Question 4.

21. Q. Based on the pre-submittal call, are we required to provide a BOTH a price and a percentage for the Professional Services portion of the M-WBE contract on the Intent to Perform Form as well as the List of Subcontractors? Or is a percentage ONLY required? Generally we only provide a percentage for professional services subs at this phase in the RFQ process.

A. Only a percentage is required for Phase 1 response.

22. Q. Due to COVID-19 concerns and to minimize contact between team members, are digital signatures (scanned graphic signatures) on all forms, letters, etc. permissible or will you require wet signatures on the original copy from the prime and all subconsultant team members’ forms?

A. Digital signatures are acceptable.

23. Q. Completion date is stated as 6 May 2022. Does this mean beneficial occupancy for core, shell and

finish out? A. Refer to the answer to Question #11.

24. Q. Will finish out work for tenants and concessions be performed by others and coordinated under this

contract? A. Yes.

25. Q. What is the status of the program completion for concessions and tenants?

A. Not under this Contract, TBD.

26. Q. Who will represent DFWIA and American Airlines on this project?

A. DFW Airport Board staff or consultants acting as Owners Representatives.

27. Q. Baggage Handling System is by others. Are we only to coordinate ROW?

A. Yes.

28. Q. Please confirm that there is no ACM in the facility.

A. Please refer to RFQ Exhibit C – Limited Asbestos Report. Destructive testing will be needed by

Others. Information will be provided as it becomes available. Be advised that no guarantee is


made that additional ACM in the facility will NOT be found. If additional testing reveals ACM or other hazardous materials are found and are required to be abated, the Design/Build contractor will be responsible for directly contracting for the removal of said materials.

29. Q. Aircraft is stated as CAT 3 or smaller, is this the final intention?

A. Yes. All five gates are Group III aircraft capable.

30. Q. Will aircraft parking positions remain in their existing locations? A. They will likely change per AA requirements to be developed.

31. Q. Will fuel pits remain or require relocation?

A. AA requirements will likely require two fuel pit relocations, but still to be developed.

32. Q. Will passenger boarding bridges, 400 HZ and PCAir remain, be refurbished, or replaced? A. Bridges/PCA/GPU are to be protected during construction and relocated to final spots per AA.

See questions 15 and 16 above.

33. Q. How many gates can be taken down at a time during construction. What are airside work hour restrictions? A. All high C gates (C35, C36, C37, & C39), adjacent impacted gates must remain operational. Work

hour restrictions to be coordinated.

34. Q. How will the scope be defined for Design-build pricing? Scope narrative, bridging documents, etc. A. Design-Build pricing will be negotiated after selection process.

35. Q. Other than adherence to DFW Green Building standard, will there be any specific LEED, Net Zero or any other “green” initiative requirements. A. This is defined within the DFW Green Building Standards.

36. Q. Will entire facility be demolished prior to proceeding with new construction? OR Will the demolition

and construction need to be phased? A. Means and methods are not determined by Owner, they are determined by the respondent.

37. Q. Do the existing central utility plant, piping and pumping systems, electric services, etc. have adequate capacity to handle the additional 110KSF of load? If not, will the Design-build team be responsible for any upgrades? A. Designer to coordinate with DFW for utility requirements.

38. Q. How will commissioning services be secured?

A. Systems commissioning will be by the Contractor, and will be required to be coordinated through

an independent commissioning agent hired through the DFW Board. Reference Division 01 requirements.

39. Q. Will APM system need to remain operational during both demolition and construction?


A. Yes.

40. Q. Where can we find a copy of Section 2254.004 that lists the requirements that need to be met? A. Texas Government Code Section 2254 can be found at

https://statutes.capitol.texas.gov/Docs/GV/htm/GV.2254.htm

41. Q. Section 1. Notice to Design-Build Firms; Page 4 indicates “Phase One Statement of Qualifications (SOQ) will include an introductory letter, business information and experience…”. Should this introductory letter be separate from the Executive Summary, and does this count against the overall page limit of 20 pages? A. The introductory letter is separate from the Executive Summary and should be in front of all

required tabs and subsequent information required in the SOQ. Yes, this letter is included in the 20 page limit.

42. Q. When is it expected that the Fit-Out Design / Contractor will be under contract and available for

design phase coordination with the Shell & Core Design-Build Team? A. Fit –out Designer anticipated to be under contract concurrently with Shell and Core Team. See

question 14 above.

43. Q. Does the Design-Build Team need to provide a Commissioning Agent, or will DFW procure these services separately? A. Refer to the answer to Question #38.

44. Q. If you are on Contract #9500728 and you want to participate in future contracts, can you request to

be removed from Contract #9500728? A. All Contractual obligations must be upheld.

45. Q. Does DB team need to include BHS and PBB re-commissioning to coordinate with fit-out

contractors?

A. PBB re-commissioning to be coordinated by the envelope (shell & Core) contractors, and BHS re-commissioning to be coordinated by Fit-out Contractor.

46. Q. Who owns the PBB and who is responsible for the refurbishment? Please confirm the DB is responsible for re-installation of PBB.

A. There is no refurbishment envisioned or required. Yes, DB is responsible for re-installation of PBB. Bridges/PCA/GPU are to be protected and relocated. See questions 15, 16 and 32 above.

47. Q. Who is responsible for the coordination of PBB re-installation/design?

A. DB will reinstall per AA direction.

48. Q. Are passenger or other simulations part of shell and core scope?

A. Yes.

49. Q. Who is verifying the project requirements programming, flight schedules, aircraft type?

A. Respondent is responsible for verifying via coordination with stakeholders.

50. Q. Please verify, are the Commitment to M/WBE Form and MBE forms, as well as the Preliminary Schedule of Subcontractors (with supporting certificates) due in Phase 1 or 2.

https://statutes.capitol.texas.gov/Docs/GV/htm/GV.2254.htm


A. See Answer on Question 4.

51. Q. Is LOD 500 going to be enforced for final BIMs turned over at project completion? A. Yes. We would like these field verifications to reflect in the as-built model.

51.1 Q. Does DFW have a CMMS system in place to receive and track BIM assets? A. Yes. We use Infor EAM

51.2 Q. Will DFW provide a list of assets and asset attributes we need to populate thru construction?

A. Yes. This will be an exported Infor EAM Excel spreadsheet from ETAM. We will need you guys to go through the DFW Model Element table (Attached), and make sure they add or delete this to represent the projects elements. 51.3 Q. Is there a specific format the BIM assets need to be exported to before delivered to DFW at project turnover?

A. These need to follow the ETAM provided spreadsheet or the format those guys provide as flow into the Infor system.

52. Q. Do the BIMs created for construction need to be delivered in Autodesk Revit or can they be delivered in other BIM platforms? A. We accept only Revit and Civil 3D file formats. They need to provide a BIM Execution Plan

(Attached) to show what version of the approved software is being used.

53. Q. Is there a requirement for cost loading 4D schedules? If YES at what frequency/interval? A. Yes, please refer to page 7 of the RFQ. Monthly interval.

54. Q. Is there a requirement for us to use BIM/VDC with the Green Building Standard they are referring

too? A. Yes, these need to work together.

55. Q. As-Built requirements: Is there an allowed deviation/tolerance between the final BIMs and as-built field condition? A. Needs further discussion. For the meantime, no deviations are allowed. 55.1 Q. Laser scan verification required?

A. This is the best way to field verify all aspects of the BIM model, so yes. This needs to be added to the QA/QC scope.

55.2 Q. What are the final BIM/VDC turnover deliverables? A. A Record Model, as-built model, signed as-built pdf files, IFC file, excel spreadsheet asset

file, and CADD files in DWG format. I will check with ETAM to make sure they are needed something more.

56. Q. Is there a need for a Baggage Handling Consultant.

A. Coordination of right-of-way with Fit-out Design Team needed. There may be minor BHS scope in this project by Fit out team. This may include relocation of 2 load belts, associated belting and programming by Brock Solutions. See questions 1, 27 and 45.

57. Q. Will there be any consideration to protect for a future connector between Terminals C and E? A. Yes, a future connector is a possibility.

58. Q. Will it be required that the AOA connector between C and B be maintained in its current location?

Or, can it be relocated if feasible? A. Yes, the connector needs to stay at its current location.


59. Q. Since the PBB’s on Gates C35, C36, C37, and C38 have just been replaced, they are to be

relocated. Will the PBB on gate C33 be relocated, or is it slated to be replaced with this project? A. Bridges/PCA/GPU are to be protected. C33 PBB will also be reused but will have new fixed walkway and entry into new section of building.

60. Q. Can the Design-Build Team’s perform self-perform work.

A. Yes.

61. Q. Can we verify that the south employee parking lot is still available for use.

A. To be determined.

62. Q. Please confirm whether we should expect that all existing gates in High C would not be operational

during construction, and that interim conditions for both passengers and operations would not occur within the construction footprint.

A. Refer to the answer to Question #33.

63. Q. Will the winning Respondent for this contract and its design subconsultants still be eligible for pursuing the upcoming full Terminal C interior renovation project, which we understand will include the interior fitout work for High C?

A. Conflicts to be determined within each procurement. Fit-out of High Cs are a separate project from Terminal C Renovations.

64. Q. Please confirm the extent of airside apron work that will be included in this contract. A. To be determined during design development.

65. Q. Could you please confirm that signage & wayfinding will be part of the DFW design contract & not the American Airlines fit out contract? A. No, signage and wayfinding are not part of envelope (shell & core).

66. Q. Do you accept the WBENC WBE Certification?

A. DFW accepts the WBENC National Women’s Business Enterprise Certification Certificate or a

Women’s Business Enterprise Membership Affidavit issued through the Women’s Business Council Southwest. Both types of certificates must be issued through the Women’s Business Council Southwest.

67. Q. On page 13 of the RFQ, Question 4, Items A-C requests the proposer to address our “Capability

to perform as demonstrated by past project performances of similar type projects including budget, time management, and project size.” Please confirm if Question 4 should be answered by the construction team (including joint venture firms) and the design team and subconsultants, or just the construction team. A. The proposer includes the entire makeup of your team. It is up to each proposer what past

performances to include in their response and from which firms on their team.

68. Q. On page 13 of the RFQ, Question 6, Items A-B requests the proposer to address our “Knowledge of applicable regulations, professional standards, applicable regulations regarding Airport facility


projects.” Please confirm if Question 6 should be answered by the construction team (including joint venture firms) and the design team and subconsultants, or just the construction team. A. The proposer includes the entire makeup of your team. It is up to each proposer what past performances to include in their response and from which firms on their team.

69. Q. On page 14 of the RFQ, Question 8, Items A-F requests the proposer to address our “Other

Requested Information.” Please confirm if Question 8 should be answered by the construction team (including joint venture firms) and the design team and subconsultants, or just the construction team. A. The proposer includes the entire makeup of your team. It is up to each proposer what past performances to include in their response and from which firms on their team.

70. Q. The RFQ (page 3) states “The MBE and M/WBE certifications and associated compliance

documentation will not be required to be submitted with the Statement of Qualifications but will be required to be submitted by the shortlisted Responders in accordance with the Request for Proposal (RFP).” The Prequal Conference document states on slide 25 that M/WBE certificates will be required during the RFQ. Additionally, slide 26 states that a compliance plan will be required during the RFQ, but there is no mention of it in the RFQ. On page 28, Common Submission Errors, there is a bullet DO Submit required/correct M/WBE certificates for all identified M/WBE firms. Please confirm if certificates and a compliance plan are to be included in the RFP submission. A. See Answer on Question 4.

April 2020 (Final Draft)

DFW:

BIM Project Execution Plan


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Table of Contents | i

October 2018 (Initial Draft)

BIM PROJECT EXECUTION PLAN (BPXP)

Contents

SECTION 1 Preface 1 1.1 Additional Documents 1 1.2 Instructions 1

SECTION 2 BIM Project Execution Plan Overview 1 2.1 Project Information 1 2.2 Key Project Contacts 2

SECTION 3 Project Goals / BIM Uses 3 3.1 Major BIM Goals / Objectives: 3 3.2 BIM Uses: 4 3.3 MODEL DEFINITIONS: 6 3.4 Organizational Roles / Staffing 7 3.5 Training 7

SECTION 4 BIM Process Design 8 4.1 Level One Process Overview Map: Attachment 1 8 4.2 List of Level Two – Detailed BIM Use Process Maps: Attachment 2 8 4.3 BIM Process Design Phase – General Notes 9

SECTION 5 BIM Information Exchanges 10

SECTION 6 BIM and Facility Data Requirements 10

SECTION 7 Collaboration Procedures 10 7.1 Communication: 10 7.2 Document Management: 10 7.3 Records Storage: 11 7.4 Meeting Procedures: 11 7.7 Interactive Workspace 13 7.8 DFW Design Submittal Process 13

SECTION 8 Quality Control 14 8.1 Modeling Guidelines – Design 14

SECTION 9 Modeling Requirements – Design Phase 15 9.1 Scope: 15 9.2 Extent of model: 15 9.3 Existing conditions / Laser Scanning: 16 9.4 Development of BIM from existing documents: 16 9.5 Field Capture Model: 16

9.6 Spatial Coordination Procedure – Design Phase 16 9.6.1 Spatial Coordination Procedure 16 9.6.2 Documentation of Coordination: 16 9.6.3 Model Management 17

ii | BIM Project Execution Plan


SECTION 10 Modeling Guidelines – Construction 17 10.1 Model Ownership: 17 10.2 Systems Modeled and Level of Detail: 17 10.3 Spatial Coordination Procedure – Construction Phase 18 10.3.1 The Trade Contractor 18 10.3.2 The Model(s) 18 10.3.3 Represented in these assigned colors as a guideline: 18 10.4 Model Management 18 10.4.1 Utilization of BIM for the RFI process: 18 10.4.2 Utilization of BIM for the Change Order / Bulletin process: 19

SECTION 11 Quality Control Checks – Design & Construction Process: 19

SECTION 12 4D Modeling: 20 12.1 Model Guidelines: 20 12.2 4D Model Use: 20

SECTION 13 Project Deliverables 23

SECTION 14 Attachments 23

SECTION 15 CREDITS 24

Table of Contents | iii

October 2018 (Initial Draft)

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BIM Project Execution Plan | 1


SECTION 1 Preface This template exists to document the decisions made by the project team in working through the BIM Execution Planning Process. Several other files have been provided to help teams work through this process.

1.1 Additional Documents • Worksheets: These are tools designed to help the decision making process and record the

result. These become attachments to the final document • Instructions: Provide guidance for the overall process as well as step by step instructions for

the worksheets.

1.2 Instructions Several forms of instruction exist throughout this document to help teams through the Project Execution Planning process. Within this document, there are two styles of text:

1. Text in Green is of the style Example TEXT. Any text of this style is just sample text and should be replaced by actual text per project. If modified, the format of the text should be changed to match the rest of the document.

SECTION 2 BIM Project Execution Plan Overview The goal of DFW is to integrate BIM and take advantage of the information model created during design and construction to enhance and feed into existing and future facilities processes. To successfully implement Building Information Modeling (BIM) on a project, DFW has developed this detailed BIM Project Execution Plan. The BIM Project Execution Plan defines uses for BIM on the project (e.g. design authoring, cost estimating, and design coordination), along with a detailed design of the process for executing BIM throughout the project lifecycle. Additionally, this plan is to provide all stakeholders with a delineation of roles and responsibilities detailing scope of information to be shared, relevant business processes and supporting software. BIM Project Execution Plan Change Management This is designed to be a living document that will change throughout the life of the project. Changes requested to this document must be submitted in writing to the BIM Manager for DFW. To be accepted into the document, changes must be agreed to by the BIM leads for key project stakeholders, by DFW, or have no impact on scope or schedule. Key Project Stakeholders are identified in bold in table 2.2 Key Project Contacts

2.1 Project Information This section defines basic project reference information and determined project milestones.

2 | BIM Project Execution Plan


Project Owner: Insert Project Owner here

Project Name: Insert Project Name here

Project Location and Address: Verify Address with DFW Staff

Contract Type / Delivery Method: Contract type here

Brief Project Description: Provide project description

Building Master ID: To be determined

Building Abbreviation(s) to be confirmed with ETAM

Project Numbers: Place project number here

Project Schedule / Phases / Milestones: To be determined

o Include BIM milestones, pre-design activities, major design reviews, stakeholder reviews, and any other major events that occur during the project lifecycle. If necessary for the project, divide this by trades.

o Model submissions and milestones to coincide with DFW project submission deadlines. These should include (but are not limited to) the phases listed above.

2.2 Key Project Contacts The following is a list of lead BIM contacts for each organization on the project. This is a high-level list of contacts; additional contacts can be included later in the document.

Firm Role Contact Name E-Mail Phone



SECTION 3 Project Goals / BIM Uses

3.1 Major BIM Goals / Objectives: State Major BIM Goals and Objectives

PRIORITY (HIGH/ MED/ LOW) GOAL DESCRIPTION POTENTIAL BIM USES

High Project Documentation High Clash detection / consultant coordination High Capture pertinent data for facilities management



3.2 BIM Uses: Refer to “BIM IMPLEMENTATION REQUIREMENTS”, Section 4.1.2 “BIM Use Matrix”

Key: DFW CE = Civil Engineer IPDT = Integrated Project Delivery Team ME = Mechanical DB = Design Builder MT = Mechanical Trade Contractor A = Architect GC = General Contractor CMAR = Construction Manager at Risk Function: P = Primary S = Secondary R = Review

X = Required X = Desired, but Not Required X = Not Required

Description Pre-Construction Design Construction Facilities

Management DESIGN MODELING

Existing Conditions Modelling

*This is not a description of a downstream use of the model, it is a description of the process to create downstream models.

Laser Scanning (Exterior, Interior, Featured MEP) X GC / P, DFW / R X GC / P, DFW / R X GC / P, DFW / R X IPDT / P

Development of BIM from existing documents X GC / P, DFW / R X GC / P, DFW / R X GC / P, DFW / S X IPDT / P

Field Capture Model X GC / P, DFW / R X GC / P, DFW / R X GC / P, DFW / R

Design Authoring

Design Visualization-all disciplines X DB / P, DFW, IPDT /

R X DB / P, DFW, IPDT / R

Design Alternatives-all disciplines X DB / P, DFW, IPDT/ R X DB / P, DFW, IPDT / R

Way finding Analysis X DB / P, DFW, IPDT / S X DB / P, DFW / S, IPDT / R X IPDT / P

Spatial Coordination X DB / P, DFW / R X DB / P, DFW / R

Asset Management Operational Planning X DB / P, DFW, IPDT / R X DB / P, DFW / R X IPDT / P Data Normalization X DB / P, DFW, IPDT / R X DB / P, DFW / R X IPDT / P Room Management and Tracking

X DB / P, DFW, IPDT / R X DB / P, DFW / R X IPDT / P

Area Space Management X DB / P, DFW, IPDT / S DB/P IPDT / P Design Model Reviews

Space and Equipment review

X DB / P, DFW, IPDT / R X DB / P, DFW, IPDT / R IPDT / P

Building code analysis X DB / P, DFW / R X DB / P, DFW / R

Constructability X DB / P, DFW / S, IPDT / R X DB / P, DFW / S, IPDT /

R IPDT / P



Description Design Construction Facilities Management

Analysis Sustainability X DB / P, DFW / R X DB / P, DFW / R IPDT / P Structural X DB / P, DFW / R X DB / P, DFW / R IPDT / P Lighting X DB / P, DFW / R X DB / P, DFW / R IPDT / P Mechanical X DB / P, DFW / R X DB / P, DFW / R IPDT / P Energy X DB / P, DFW / R X DB / P, DFW / R IPDT / P Other X DB / P, DFW / R X DB / P, DFW / R IPDT / P

Reconciled Record Design Model Model management during CA X DFW / P, DB / R X DFW / P, DB / R X IPDT / P Incorporation of Changes X DB / P, DFW / R X DB / P, DFW / S, IPDT / R X IPDT / P

Incorporation of RFI X DB / P, DFW / R X DB / P, DFW / S, IPDT / R X IPDT / P

Incorporation of Submittals X DB / P, DFW / R X IPDT / P

CONSTRUCTION MODELING

3D Coordination

Clash Detection / Trade Coordination X DB / P, DB / S, DFW / R X DB / P, DFW / R IPDT / P

Site Utilization / Logistics / Crane Lifts X DB / P, DB / S, DFW / R X DB / P, DFW / R IPDT / P

Manufacturing / Digital Fabrication X DB / P, DB / S, DFW / R X DB / P, DFW / R IPDT / P

Field Data Management X DB / P, DB / S, DFW / R X DB / P, DFW / R IPDT / P

Interactive Project Site X DB / P, DB / S, DFW / R X DB / P, DFW / R IPDT / P

Construction Layout X DB / P, DFW / R IPDT / P

4D Modelling / Phase Planning

Full Project Schedule X DB / P, DFW / S, IPDT / R X DB / P, DFW / R

Look Ahead Schedule X DB / P, DFW / S, IPDT / R X DB / P, DFW / R

As scheduled vs. As built X DB / P, DFW / S, IPDT / R X DB / P, DFW / R

Procurement Tracking X DB / P, DFW / S, IPDT / R X DB / P, DFW / R

Safety Management X DB / P, DFW / S, IPDT / R X DB / P, DFW / R IPDT / P Operational Impact Analysis X DB / P, DFW / S, IPDT / R X DB / P, DFW / R IPDT / P

5D Modelling / Cost Estimation Quantity Take Off X DB / P, DFW / S, IPDT / R X DB / P, DFW / R X IPDT / P

Projected Cash Flow X DB / P, DFW / S, IPDT / R X DB / P, DFW / R X IPDT / P

COMMISSIONING AND CLOSEOUT

QA/QC X DFW / P, DB / R X DFW / P, DB / R X IPDT / P

Description Design Construction Facilities Management

Punch List X DB / P, DFW / R X DB / P, DFW / S, IPDT / R X IPDT / P

Commissioning X DB / P, DFW / R X DB / P, DFW / S, IPDT / R IPDT / P

Ability to link to CMMS X DB / P, DFW / R X IPDT / P

Ability to link to BAS X DB / P, DFW / R X IPDT / P

FACILITIES MAINTENANCE AND OPERATIONS



Integrate with Space management X DB / P, DFW / R X IPDT / P Verified as-built geometry X DB / P, DFW / R X IPDT / P Verified as-built Data X DB / P, DFW / R X IPDT / P Data integration with CMMS X DB / P, DFW / R X IPDT / P

Integration with GIS Systems Circulation and Security, Emergency Management & Analysis, Traffic Studies, Zone Analysis

X DB,DFW / P, IPDT / S X IPDT / P

ALP airport layout plan X DB,DFW / P, IPDT / S X IPDT / P Exterior Feature definition and Capture X DB,DFW / P, IPDT / S X IPDT / P Survey Control and Coordinate Systems X DB,DFW / P, IPDT / S X IPDT / P Interior Schema Feature definition and capture X DB,DFW / P, IPDT / S X IPDT / P

GENERAL NOTES: Building Code Analysis: Building code analysis may be performed from existing intelligence within the model. Specific rulesets for specific code items have not been written for this project and are not being planned to be written for this project. Interactive Project Site: The project site will be enabled with some data collection and data review devices. Construction Layout: Electronic layout will be performed by some trades when the equipment is available.

3.3 MODEL DEFINITIONS: MODEL DEFINITIONS: Design Model: “a Model that has reached the stage of completion that would customarily be expressed by an architect or engineer in two-dimensional Construction Documents.” Federated Model: 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. (Examples: Navisworks model, Combined Revit Model, Glue Model) Construction Model: “the equivalent of shop drawings and other information useful to construction… a Model that consists of data imported from a Design Model or, if none exist, from a designer’s Construction Document.” As-Built Model: The collection of Contractor and Subcontractor fabrication models that have been updated to reflect the finished field conditions. Record Model: An updated design model that is completed at the end of the project with the construction Teams provided hand markups, digital markups, sub-contractor fabrication models, and other models that include the As-Built conditions that may vary from the contract documents or better define the as built condition and/or location.



Models may be transferred for the purpose of allowing the recipients to develop derivative models

to develop the means and methods by which to construct the project. It must be clear that each party be able to rely on the fact that the model furnished by others “match

the 2D contract documents or shop drawings in their equivalent state of development” The DFW – BPXP BIM Matrix.xlsx spreadsheet clarifies the level of development required by each project stakeholder in each phase of the project.

3.4 Organizational Roles / Staffing The DFW will provide oversight for BIM during the DFW project. Each of the prime contacts for the DFW and each AoR for BIM are highlighted in table 2.2. Each of these teams is separately in charge of identifying staffing needs and meeting the BIM requirements for their particular scopes of work.

3.5 Training DFW BIM Design Submittal Process Training DFW Recognizes that in order to achieve maximum effect of incorporating BIM-based technologies and processes into its overall lifecycle operations, management and development goals, specific training would be required for vendors and agents doing business with DFW. This training will be a requirement of all vendors and agents wishing to engage with DFW concerning any/all existing and future BIM-based project development. The training will focus specifically on how vendors and agents would engage to begin, develop and submit DFW projects utilizing specific DFW processes, workflows and software, and is intended to be technical in nature. Training shall be scheduled to be completed within 30 calendar days of initial release of the BIM Project Execution Plan. Training Outline [Design / DFW Teams]:

• Review DFW BIM Goals & Objectives o Why BIM at DFW? Why Data normalization? o High Level Workflow Overview



o DFW EDS Series Documents o Templates, IT/Infrastructure & CMMS Overview

BPXP - Project Execution Planning DFW KoP - What is it?

• Revit Project & Family Templates • Existing Conditions Models / Legacy Data • Data normalization Database/Content • FM/OM/Specifications Data

Project Milestone Submission Requirement Overview • Starting A Project (Reference DFW BIM Standards Manual for Additional Information)

o Locating DFW Master Content DFW BPXP DFW BIM Site, Project & Family Templates DFW Data normalization Database/Content IT/Infrastructure & CMMS

o Using DFW Master Content / KoP (Kit of Parts) Creating A Revit Project Locating the Project Design Models Creating A Data normalization Project Creating/Modifying Revit Families Linking Spaces, Doors and FF+ Equipment

• Developing A Project o Project Milestone Submission Requirements

IT/Infrastructure & CMMS Team Collaboration / Data Federation BIM & Data normalization Spaces, Doors and FF+ Equipment Quality Controls / Standards Review / Model & Database Review Blending and Vetting Data Record Milestone Deliverables Record Milestone Submission Updating Master Content / CMMS

o Updating: Design to Construction Data for downstream FM/OM use • Closing A Project/Final Submission As-Builts

SECTION 4 BIM Process Design Process maps for each BIM Use in section D: Project Goals/BIM Objectives are provided as an attachment to this document. These process maps provide a detailed plan for execution of each BIM Use and are designed to be a visual aid in understanding the workflows involved in the STRP project. They also define the specific Information Exchanges for each activity, building the foundation for the entire execution plan. The plan includes the Overview Map (Level 1) of the BIM Uses, a Detailed Map of each BIM Use (Level 2), and a description of elements on each map, as appropriate.

4.1 Level One Process Overview Map: Attachment 1 Attached.

4.2 List of Level Two – Detailed BIM Use Process Maps: Attachment 2 The following is a list of the BIM Uses mapped in Attachment 2 Existing Conditions Modeling

a. Existing Conditions Modeling b. Programming (not used)



c. Site Analysis (not used) d. Design Authoring e. Design Coordination (not used) f. Data normalization Integration g. Design Review h. Energy Analysis (if applicable) i. Lighting Analysis (if applicable) j. Structural Analysis (if applicable) k. 3D Spatial Coordination l. 3D Control and Planning m. Construction Authoring n. Site Utilization Planning o. 4D Modeling (scheduling) p. Cost Estimation (5D Modeling) q. Record Modeling

Reconciled 300 Level Model Coordinated Model Process Data normalization Design Integration Process

r. Maintenance Scheduling s. Building System Analysis

Request for Information (RFI)

4.3 BIM Process Design Phase – General Notes Several elements will need to be addressed by the various design and documentation teams as general information that does not appear in other locations in this document or the DFW BIM Standards Manual (DFW BSM). This information will be maintained consistently throughout all of the models and is listed below:

4.3.1 Area Calculations DFW follows the BOMA / ANSI Z65.3 2009 standards for general square foot calculations for area (gross and net) calculations. For the area plans calculated in Revit, area plans will be created for each floor. Areas will be calculated at finished floor elevation for all levels. DFW Area plans will be labeled DFW-BOMA-Level XX for gross department calculations. These area plans will be used to compare programmatic areas required by DFW. Each plan will contain the following departments:

• Building Common Area (restrooms, janitor closets, ticketing, lobby, storage) • Exterior Area (covered areas, exterior stairs, loading, outdoor baggage) • Major Vertical Penetrations (stairs, elevators, mechanical shafts) • Office Area (airport offices, bag claim, concessions, retail, etc.) • Life Safety Areas (circulation)

4.3.2 Sensitive Security Information The DFW project will follow the SSI (Sensitive Security Information) guidelines set forth by DFW International Airport in accordance with TSA regulations.



SECTION 5 BIM Information Exchanges Model elements by discipline, level of development, and any specific attributes important to the project are documented using the BIM Model element Table worksheet. DFW has provided this worksheet as attachment 1 to this document. BIM Model element Table: Attachment 1

SECTION 6 BIM and Facility Data Requirements The DFW requires all Revit building projects to include a corresponding Data normalized project database. DFW will provide the AE Consultants and Contractors, at the start of each project, the DFW Kit of Parts (KoP) which will include pre-built Revit family components as well as templates for creating Revit Projects and Component Families that have DFW graphic standards built in. The DFW KoP also includes a list of parameters required as part of the BIM milestone submissions As per this DFW BPXP, the AE Consultants and Contractors will organize the structure and linking of all the Revit models that make up each project. Those multiple models are then to be aggregated into single project database. All objects (equipment, fixtures, etc.) that exist within the Revit project models are to be linked to their corresponding room within the project database using the DFW Data normalization methods specified in the DFW BIM Standards Manual. During the scope of work, the first, official submission delivered to the DFW by the A+E consultants will be for the 50% Schematic Design issue. All subsequent project Design submissions to DFW will include the BIM models and a corresponding Data normalization project database. Between official submission deadlines, the DFW will review both the BIM model and model database regularly to ensure consistency and alignment with the process.

SECTION 7 Collaboration Procedures

7.1 Communication: Design Phases: The Design Team will use Electronic file collaboration sites for the exchange of electronic documents between the design consultants. Access to the chosen system is to be provided and managed by the DB. Files will be shared via the collaboration site which will allow document sharing via a synchronized file structure.

7.2 Document Management:

7.2.1 Common Data Environment:

7.2.2 When team members upload files to the DFW BIM 360 site, please organize information in either folders with current date and/or an archived zipped file. This will ensure that the data is easily understood by the rest of the team. Upload Frequency:

Each project team will upload current project data at least once a week in order to maintain the latest working files throughout the design & construction process. Uploads will occur throughout the work week, but will occur consistently as follows: Mandatory upload date/time: Every Friday no later than 5:00 PM CST



7.2.3 Accessing Files: It is the responsibility of each team member to always access the latest files necessary to complete their task. Please check the folder location, name and dates of the files you download. This will reduce coordination errors throughout the design and construction phases. Teams are encouraged to link directly to the Collaboration folder structure and content so new backgrounds will be automatically linked once the synchronization is completed.

7.3 Records Storage: The DB shall produce an e-transmit Model Archive at the end of each Major Design Deliverable and shall preserve the Model Archive as a record that may not be altered for any reason.

Phases in which Model(s) are to be archived shall follow the proposed Design Deliverable schedule of the contract and may be similar to the following: Completion of Schematic Design Design Development at key project milestone completion GMP bid Construction Documents at key project milestone completion Shop Drawings / Fabrication Models As-Builts

The Model Archive shall consist of two sets of files. The first set shall be a collection of individual Models as received from the Model Element Author(s) in the original file format(s). The second set of files shall consist of the aggregate of those individual Models in a format suitable for archiving and viewing. The second set shall be saved in the following file formats (or approved alternative): Autodesk Navisworks .nwd Autodesk Revit .rvt Data normalization .db Synchro .sp Primavera .xer Autodesk Civil 3D .dwg and .xml Portable Document File .pdf

7.4 Meeting Procedures:

7.4.1 Kickoff Meeting: At the beginning of the project, the DB will hold a BIM introduction or "kickoff" meeting to establish the BIM program(s), procedures, organization and setups for all members of the Design Team. Topics to be covered are: Project Information BIM Project Execution Plan LoD Critical Path Deadlines Version & Build of Revit to be used Data Normalization process/procedures How each team will use Revit General Requirements / Deliverables Spatial Coordination Model Divisions and Sharing Building Areas of Responsibility (Shared Models) Team Responsibility (BIM Point of Contact) File Divisions / Organization



Best Practices / Guidelines Anticipated Model Uses Procedure for Updates Coordination and Communication Best Practices

MEETING TYPE PROJECT STAGE FREQUENCY PARTICIPANTS LOCATION

BIM REQUIREMENTS KICK-OFF Schematic Design

Once or as needed for new team members

All are required once DFW Offices

BIM EXECUTION PLAN DEMONSTRATION Schematic Design

Once or as needed for new team members

All are required once DFW Offices

DESIGN COORDINATION All Design Stages

Formally at major submission deadlines. Informally weekly.

All Virtual

CONSTRUCTION OVER-THE-SHOULDER PROGRESS REVIEWS

TDB Weekly or as needed

All required based on phase Virtual

7.4.2 Coordination Models will need to be exchanged with the DFW and additional Contract teams for coordination. Timing for the exchange of models is based on key project milestones as defined by the DFW and DB for individual contracts.

7.4.3 Recurring Regularly Scheduled Activities Design and Construction coordination meetings – to be scheduled by the Design Build Team

leads at a frequency that is meaningful for the DFW and other stakeholders. Model Coordination meetings – to occur a maximum of once a week on Tuesdays at 10am.

The purpose of these meetings is to coordinate non-design information during the design phase such as errors and warnings, modeling best practices, standards coordination, etc.

Construction coordination meetings – Clash Detection – Weekly. Date, time and location TDB.

7.5 Model Archive Schedule Models will be uploaded to the “Package of the Week” folder on the Collaboration Site. From

there, the models will be collected by the DB and filed in their appropriate design folders. Archives will be kept weekly for 4 weeks, and monthly for 4 months on the Collaboration site. Weekly archives will be kept outside of the Collaboration site for the length of the project.

7.6 Project close-out and final BIM deliverables The collection of individual Models as received from the Model Element Authors(s) shall be delivered as BIM & 3D models in their native file formats. The aggregate of those individual Models will be in Autodesk Navisworks .NWD format. Implementation of the Model for facilities management and maintenance is TBD during the validation phase. The following indicates the information exchanges and file transfers that will occur on the project.



INFORMATION EXCHANGE

FILE SENDER

FILE RECEIVER

ONE-TIME FREQ. MODEL FILE MODEL

SOFTWARE NATIVE FILE TYPE

FILE EXCHANGE TYPE

Design Authoring Coordination

Any Design Team Member

Collaboration Site WEEKLY

Arch / MEP / Struct

Revit .RVT .RVT

Construction Coordination

AoR Leads and DB

Collaboration Site WEEKLY

Arch / MEP / Struct

Revit .RVT .RVT

7.7 Interactive Workspace Design & Construction Phases. Each project team member will utilize the DFW BIM 360 Collaboration site setup and distributed by the DFW to transfer project specific information and 2D/3D/BIM/4D/5D data. The Collaboration site will be continually updated with project information by both DB and project team members. For official submissions to DFW during scheduled project submissions, DFW’s Sharepoint site will be utilized (or other site as designated).

7.8 DFW Design Submittal Process The DFW project recognizes the need for an expedient design and review process in order to meet the current project schedule and deliverables. In order to incorporate regular project reviews and meet quality control standards, the project review process has been broken down into the following sections. DFW Design Submittal Process – Model Content Review DFW recognizes that in order to achieve maximum effect of incorporating BIM-based technologies and processes into its overall lifecycle operations, management and development goals, regular review of the BIM deliverables will be necessary. In summary, this review is to deal with technical and quality control issues surrounding the model itself and to ensure DFW parameter/data/standards requirements are being adhered to. Some examples are verifying family naming matches the DFW standards, review of the errors and warnings, workset integrity, etc. These elements are to be reviewed and reported upon on a weekly basis. This process does not entail any design review. DFW Design Submittal Process – Design Review Provide content to reflect the intended Design review process here.

7.8.1 Access: Each project team member (consultant/contractor) will have: Access to the Collaboration site via a unique username and password (received via email). Allocated areas for uploading/downloading data. A secure area that will be shared between only DB and that team member consultant. Access to DB aggregate coordination Models.



7.8.2 CDE site updates: CDE site updates will occur weekly or at key project milestones and teams will be notified with via email. All files uploaded/downloaded by the project team are to be used for this project ONLY. Files are not to be shared outside of the project team without written permission from DFW and the DB. This applies to graphical and non-graphical information (e.g. drawings, documents, databases, emails, renderings, or any other visual manifestations of the design). All project team members will ONLY upload project data in their respective folders. If you do not have rights to upload or change the data located in your company folder, then contact your project manager. CDE user access will range from Authors and Readers. Please give active participants in your team Author usernames.

FILE LOCATION

FILE

ST

RU

CTU

RE

/ NA

ME

FILE

TYP

E

PASS

WO

RD

PR

OTE

CT

FILE

O

WN

ER

UPD

ATE

D

Collaboration SITE:

SITE Name

ROOT PROJECT FOLDER

FOLDER YES DB Project Mgr. ONCE

Provide further information on structure of Collaboration site

ROOT PROJECT FOLDER

FOLDER YES DFW Project Mgr. ONCE

Provide further information on structure of Collaboration site

TBD

.RVT YES DFW Project Mgr. WEEKLY

SECTION 8 Quality Control

8.1 Modeling Guidelines – Design

8.1.1 Origin Point: All models must be in the correct location in 3D Space (x, y, and z coordinates). These coordinates will be set by DFW and distributed to all consultants & trade contractors for their use within the Kit of Parts. This includes correct floor elevation(s) (z coordinates). The correct insertion point is critical and ensures that each model will align properly for the master aggregate Model without modification.

8.1.2 Tolerances: Model(s) and Model Elements must be within 1/8” of theoretical dimensions. Tolerances for specific items and systems will be determined as necessary. Model tolerances are not to be construed as construction tolerances.

8.1.3 Units: US Feet units: One (1) unit in the model equals 0’-1” US Decimal Feet Units in Civil 3D models: One (1) unit in the model equals 1.00 feet.



8.1.4 Scale: BIM/3D Models need to be in the correct scale and units relative to the physical world. One unit (in the model) equals one inch, or 1 foot in the C3D model.

8.1.5 Best Practices: Contributors to the model(s) shall follow to the best of their ability the best practices listed in the "Autodesk Revit Platform 2015 Technical Note Model Performance". (Update with current content if available). Geometry from CAD applications such as AutoCAD, IFC or Micro Station shall not be imported or linked into the model. Image files shall not be imported or linked into the model to represent geometry. Revit Warnings should be kept to a minimum and model geometry called out in the Model Requirements section of this document shall not be associated with any Warnings.

SECTION 9 Modeling Requirements – Design Phase

9.1 Scope: In general, the scope of work is to create a technically accurate and highly detailed BIM/3D computer model of the architectural, structural, building systems, lighting, signage, mechanical, electrical, plumbing, fire protection, fire alarm, passenger-loading bridges (PLBs), and baggage handling system (BHS). Model must be 100% complete for the current building, level, and phase. A good rule of thumb is that if you don’t want to move it, it needs to be in the model. This includes, but is not limited to: All conduit, pipe, and duct lines, having a diameter or width of one (1”) or greater or whenever two

or more are grouped together, whether concealed or exposed. Model all equipment and panels to scale with required clearance zones included. Identify all service and access areas. Show size and thickness of housekeeping pads. Show all sleeved or cored hole penetrations. Model all “no-fly zones” for: access, maintenance clearance, elevator shaft, code issues,

constructability with solid objects. Any item which may impact coordination with other disciplines Penetration thru building systems such as cast-in-place concrete and CMU walls shall be identified

in the Trade Contractor’s model by means of a modeled sleeve (w/ defined tolerance). All model elements (families) are to have identity codes or CSI codes attached as defined in the

data normalization requirements. All model elements are to have DFW required parameters and their values included for As-Built

submission. Individual Trade Contractors’ 3D model content requirements will be detailed and finalized in

conjunction with the final contract agreement. DB will ensure collection and data population of DFW required parameters from all subcontractors

and vendors.

9.2 Extent of model: The building computer model (in plan view) shall typically extend to five feet beyond the exterior walls of the building(s) being modeled. Vertically, the model shall extend from the lowest extent of the foundations or lowest underground utility up through (and including) the roof of the top most floor, or highest overhead utility or adjacent structure. To the extent that the scope includes



building systems, those systems will be included to the full horizontal and vertical extents of the model including underground utilities and rooftop mounted items.

9.3 Existing conditions / Laser Scanning: The field measurements may need to be supplemented with high definition laser scanning and existing conditions surveying to capture details needed for the creation of an as-built Revit model for the buildings and rooms adjacent to the project boundary. It will be the responsibility of the Design team to physically survey the existing rooms adjacent to the project boundary to confirm occupancy, use, FFE, and internal service utilities. Areas of the existing building and surveyed are to be translated to a Revit model for coordination and made available to Design Team and Construction Team.

9.4 Development of BIM from existing documents: The design\build team will model those areas of the existing facility directly affected by the new construction as necessary for coordination of the new construction. The primary focus will be to capture information necessary to coordinate connections.

9.5 Field Capture Model: Design build team will use field capture methods to verify work in place for as built conditions.

9.6 Spatial Coordination Procedure – Design Phase 3D Computer coordination as it relates to Architecture, Structure, Mechanical, Electrical, Plumbing, Fire Protection, Fire Alarm, Baggage Handling System and Special Systems during design model phase: Will create a BIM model and produce 2D Construction Elevation Documents using Autodesk Revit (Current approved version). The Revit Architecture, Structural, and MEP files shall be 100% Revit. The Revit file shall NOT contain any imported or linked AutoCAD, Bentley or other CAD or graphic files (unless approved by DFW). This file shall include the model, families and 2D documentation. Civil design and BHS may be designed and executed in an approved alternate software platform. Architectural Design team will provide a Revit Architecture model as a 3D background model to be used by Contractor, structural, MEP+FP, FA, and special consultants.

9.6.1 Spatial Coordination Procedure Design Consultants shall be prepared to accommodate weekly or biweekly spatial coordination meetings. Spatial coordination meetings will begin at 25% in the Schematic Design phase to resolve model conflicts.

9.6.2 Documentation of Coordination: The following will be included as a zipped file and posted by Designer for Design Consultants. A Solibri or Navisworks (NWD) Published file that includes the final conflict reports and Comments. PDF file(s) of above reports.



9.6.3 Model Management Using the features of BIM 360 Glue, Design Consultants shall provide updates/maintenance of Electronic Data/3D Model throughout construction that modify the design intent and/or special coordination to the design model to include but not limited to: Incorporation of RFIs Incorporation of ASIs, CDs, CCDs, MODs…. Submittal comments and revisions on approved shop drawings. Implementation of modifications to the project Building Information Model(s) due to RFI responses

will be the responsibility of the Model Element Author in primary control of the effected Model Element at the RFIs initiation. (refer to the attached Model Progression Specification)

SECTION 10 Modeling Guidelines – Construction

10.1 Model Ownership: As the model transitions from design to construction there will be some variation on model ownership / authoring. Some disciplines will maintain the model throughout construction (e.g. architecture) while other disciplines will begin creating new models during the shop drawing process (e.g. HVAC). In the case of model authorship by members of the design team, requirements in Section 6 will supersede this section. In the case of models created by the contractor or their subs, requirements in this section will be followed.

10.2 Systems Modeled and Level of Detail: The level of detail defined in each section below is the minimum level of detail required in the model. Greater detail than the minimum should be incorporated in the model whenever possible. Refer also to the Model Progression Specification (Attachment 1) for the modeling requirements in relationship to each phase of the project. Any further Model development or scope deemed necessary and not previously defined will be addressed as they are identified. The Contractor will determine the effect on the Model(s) and scope, and propose the appropriate response to accommodate the noted Model development and/or coordination issue. Model must be 100% complete for the current building, level, and phase. A good rule of thumb is that if you don’t want to move it, it needs to be in the model. This includes, but is not limited to: All conduit, pipe, and duct lines, having a diameter or width of one and one half inches (1 ½”) or

greater or whenever two or more are grouped together, whether concealed or exposed. Model all equipment and panels to scale with required clearance zones included. Identify all service and access areas. Show size and thickness of housekeeping pads. Show all sleeved or cored hole penetrations. Model all “no-fly zones” for: access, maintenance clearance, elevator shaft, code issues,

constructability with solid objects. Any item which may impact coordination with other disciplines Penetration thru building systems such as cast-in-place concrete and CMU walls shall be identified

in the Trade Contractor’s model by means of a modeled sleeve (w/ defined tolerance). All model elements (families) are to have identity codes or CSI codes attached as defined in the

data normalization requirements. All model elements are to have DFW required parameters and their values included for As-Built

submission. Individual Trade Contractors’ 3D model content requirements will be detailed and finalized in

conjunction with the final contract agreement. DB will ensure collection and data population of DFW required parameters from all subcontractors

and vendors.



The Contractor shall provide modeling to accurately represent the scope of the work contracted for and shall provide separate model iterations to reflect the proposed stages of work for periods no less than one month duration or “snapshots in time”, at significant milestones within the schedule. Project model elements shall, at a minimum, conform to the requirements established in DFW BIM Standards Manual.

10.3 Spatial Coordination Procedure – Construction Phase 3D Computer coordination as it relates to Mechanical, Electrical, Plumbing, Fire Protection, Fire Alarm, Baggage Handling System and Special Systems during the construction modeling phase:

10.3.1 The Trade Contractor Will deliver a 3D computer model that is complete based upon DFW standards in their native file format and in Navisworks Document Format (.NWD) and Revit .rvt.. Any elements not included will become the Trade Contractor’s responsibility to coordinate in the field and at no additional cost. All 3D model elements shall include DFW required parameters and their associated values included for deliverable submission. Trade Contractor shall provide a list of minimum typical clearances for all model components (Clash rule criteria).

10.3.2 The Model(s) Shall be developed in a software package compatible with Revit and Autodesk Civil 3D and readily translatable to Revit for Design and to BIM 360 Glue and Navisworks Manage for coordination purposes.

10.3.3 Represented in these assigned colors as a guideline: Trade colors for Coordination Software Fire Protection: red Plumbing: magenta HVAC Duct: blue HVAC Pipe: lime green Electrical: cyan Pneumatic Tube: dark green Concrete: grey Structural Steel: maroon Architectural: white

10.4 Model Management Trade Contractors shall provide updates/maintenance of Electronic Data/3D Model throughout

construction to include but not limited to: Incorporation of RFIs, Bulletins and Change Orders, etc. Submittal comments and revisions on approved shop drawings. As-Built field modifications. Trade Contractor to provide Contractor with an updated model on a bi-monthly (2x per month) basis

throughout the installation of the Work.

10.4.1 Utilization of BIM for the RFI process: Response protocol and timing, incorporation of responses into any Model. Each Trade is required to update and post any changes originating from RFIs, Submittals and

Bulletins that have changed their perspective work. Each Trade making changes shall post onto



the BIM Server 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.

The RFI template is to provide an input box to confirm whether the response to the RFI has the potential to require modification to the project Building Information Model(s). Modification could require geometric model revision or information input.

This BIM issues item shall be a searchable item of the projects RFI log system. Implementation of modifications to the project Building Information Model(s) due to RFI responses

will be the responsibility of the Model Element Author in primary control of the effected Model Element at the RFIs initiation. (refer to the attached Model Progression Specification)

The Contractor will Provide an update of the RFI Log to DFW on a bi-monthly (2x per month) basis.

10.4.2 Utilization of BIM for the Change Order / 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: Trade(s) that have work directly affected by the bulletin documents will take the lead in drafting the

revised 3-Dimensional layout, minimizing the clashes with other trades as much as possible. Revised layouts are to be drawn in an identifiable layer, labeled to match the respective bulletin.

Once the work is drafted by the affected trade(s), a clash report is to be prepared by the Contractor BIM Coordinator with all latest posts.

While running the clash detection feature in Navisworks, the BIM Coordinator will turn on the ‘links view’ option and all clashes are labeled while navigating through the model.

Contractor BIM Coordinator will 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 preparation for weekly clash reports.

The Change Order Request template is to provide an input box to confirm whether the Change Order has potential to require modification to the project Building Information Model(s). Modification could require geometric model revision or information input.

The BIM issues item shall be a searchable item of the projects Change Order Request log system. Incorporating approved Change Orders into the BIM Model (when applicable) shall be completed

in no later than 10 business days after execution of the Change Order. Implementation of modifications to the project Building Information Model(s) due to Change Orders

will be the responsibility of the Model Element Author in primary control of the effected Model Element at the Change Order’s initiation. (refer to the attached Model Progression Specification)

SECTION 11 Quality Control Checks – Design & Construction Process: The following checks should be performed to assure quality.

CH

ECK

S

DEF

INIT

ION

RES

PON

SIB

LE

PAR

TY

SOFT

WA

RE

PRO

GR

AM

(S)

FREQ

UEN

CY

VISUAL CHECK Ensure there are no unintended model components and the design intent has been followed

AoRs / DFW REVIT / NAVIS Ongoing

INTERFERENCE CHECK

Detect problems in the model where two building components are clashing including soft and hard GC/Subs

BIM 360, NAVIS, Revit and AutoCAD Civil

Bi-weekly



STANDARDS CHECK Ensure that the BIM and DFW Standards have been followed (fonts, dimensions, line styles, family naming, shared coordinates, etc.)

AoRs / DFW

REVIT / DATA NORMALIZATION Weekly

BIM CONTENT PLAN Create a content list / family list of elements in the respective BIM models. DFW REVIT / EXCEL Weekly

MODEL INTEGRITY CHECKS

Describe the QC validation process used to ensure that the Project Facility Data set has no undefined, incorrectly defined or duplicated elements and the reporting process on non-compliant elements and corrective action plans

AoRs / DFW REVIT Ongoing

DATA CONTENT CHECK Conform to requirements of DFW

AoRs / DFW / DFW

DATA NORMALIZATION / MAXIMO

Weekly then monthly

ERROR / WARNING CHECK Conform to requirements of DFW AoRs/

DFW REVIT Weekly

See DFW BIM Standards for standard QA/QC on the Revit files including: Project Maintenance, Review Warnings, Remove Unused Families and Types, Remove Unused Links, Audit, Compact Central File

SECTION 12 4D Modeling:

12.1 Model Guidelines: Based upon the project challenges, technology and available information, project teams must

ensure that the timing of the 4D model creation is correct. 4D models created too early or too late yield less benefits than those created during the ideal time. Although BIM based projects encourage developing a 3D model early on the project, 4D models created too early are generally too superficial and cannot provide insight into the project challenges. During programming and schematic design phases, when objectives and elements will constantly change, a 4D model can convey little useful information. 4D models created too late usually do not allow changes to be made on the project from new insights or cost more to do so.

Project teams also need to understand what the scope and LOD should be. Typically, the LOD increases as more design and construction information becomes available throughout the project lifecycle. The following table can be used as a guideline to manage the level of detail but it may vary from project to project.

Phase 3D Model Level of Detail Construction Schedule Level of Detail Feasibility Study Project Construction project Concept Design Buildings / Major Project Elements Construction areas Design Development Systems / Components Sub areas / Building Units / Disciplines Construction Documents Parts Activities

12.2 4D Model Use:

12.2.1 Schedule Communication

12.2.1.1 Full Project Schedule: The level of detail (or level of granularity) of the full schedule presentation will need to be reviewed by all parties. The level of development of the 4D model will be a balance between the level of



detail of the schedule and the detail of the 3D model as defined in the BIM Execution Plan for the full schedule presentation. The full schedule shall represent at least: all activities, critical path, relationships, float, durations, and work breakdown structure. The schedule format shall be consistent with the required performance specifications for scheduling required by DFW.

12.2.1.2 Look Ahead Schedule: This Schedule shall be used regularly to present an executive level representation of the Past month’s work, current work, and future month’s planned work. Essentially this schedule shall be a 90 day look ahead from a point in time 30 days prior to the current data date. The schedule shall be used to create a short animation focusing on the time frame. The Look ahead schedule can also be used to focus on specific activities, critical path analysis and specific scopes of work. The intent of the requirement of the 4D look ahead schedule is to provide a general look ahead 4D schedule simulation on a monthly or every other month basis.

12.2.1.3 As-planned vs As-built Schedule: This scheduling approach is a variation of the look ahead schedule described in 2.1.2. The use of the As-planned vs As-built schedules are particularly useful in projects that have a sequence of repetitive activities occurring in adjacent locations. Analysis of previously planned work in comparison with completed work may result in improved performance of the next planned sequence of activities.

12.2.1.4 Procurement Tracking: By linking the schedule to the BIM models, it is possible to view potential sequencing and procurement delays and impacts to construction. For example, if the procurement activities are properly incorporated as schedule activities and a long lead item is scheduled to be installed, and the procurement activities have not yet been completed, the team can address the issue quickly and prevent any further downstream schedule delays. Creating a visual link between procedural items and 3D building model elements helps to better predict the impact that procurement delays will have on construction.

12.2.2 Construction Sequence Analysis

12.2.2.1 Safety Management: Safety is a critical issue for all construction organizations and especially for a public 24/7 operating facility. The 4D model will be used as a visual tool that allows the team and stakeholders to assess conditions and identify unsafe areas that might otherwise go unrealized prior to encountering them in the field. For example, creating envelopes surrounding areas of required public access or first responder corridors can be modeled and used to analyze whether planned construction activities will encroach or require physical relocation of the envelope.

12.2.2.2 Operational Impact: Operational continuity is also a critical issue for a functioning Airport facility. The 4D model will be used to 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 analyze potential impacts on stakeholders as well as Construction personnel. Minimizing access to sterile and secured areas by construction personnel will result in saved time and money during construction production.



12.2.3 4D Model Deliverables:

DESCRIPTION FORMAT FREQUENCY

Schedule Communication

Full Project Schedule Navisworks* and/or Synchro With Baseline schedule and any approved revision Monthly

Look Ahead Schedule Navisworks* and/or Synchro Monthly with Application for Payment

As Planned vs As Built Schedule Navisworks* and/or Synchro

As needed and / or after completion of each sequence of work that is recognized as repetitive

Procurement Tracking Navisworks* and/or Synchro Monthly with Application for Payment

Construction Sequence Analysis Active Synchro Model / Sequencing Animation

Safety Management

As needed and / or before commencement of each sequence of work that is recognized as a change in site condition

Operational Impact

As needed and / or before commencement of each sequence of work that is recognized as a change in site condition

*Navisworks models utilizing search sets to identify items related to appropriate schedule activities.



SECTION 13 Project Deliverables In this section, list the BIM deliverables for the project and the format in which the information will be delivered. Reference the Model Element for BIM deliverables by phase.

SECTION 14 Attachments

a. DFW – BPXP BIM Model Element LOD Matrix.xlsx

b. DFW – BPXP Process Maps Template.vsd

c. DFW BIM Standards Manual



SECTION 15 CREDITS This template is a tool that is provided to assist in the development of a BIM project execution plan as required per contract. The template plan was created from the buildingSMART alliance™ (BSA) Project “BIM Project Execution Planning” as developed by The Computer Integrated Construction (CIC) Research Group of The Pennsylvania State University. The bSa project is sponsored by The Charles Pankow Foundation (http://www.pankowfoundation.org), Construction Industry Institute (CII) (http://www.construction‐institute.org), Penn State Office of Physical Plant (OPP) (http://www.opp.psu.edu), and The Partnership for Achieving Construction Excellence (PACE) (http://www.engr.psu.edu/pace). The BIM Project Execution Planning Guide can be downloaded at http://www.engr.psu.edu/BIM/PxP. Please direct any questions about this template to Robert Brown ([email protected]) or Mark Hughes ([email protected])

END OF BIM PROJECT EXECUTION PLAN

http://www.pankowfoundation.org/

http://www.construction%E2%80%90institute.org/

http://www.opp.psu.edu/

http://www.engr.psu.edu/pace

http://www.engr.psu.edu/BIM/PxP

mailto:[email protected]

mailto:[email protected]

Attachment XX - BIM Model Element Table

Project Name: LOD Level of DevelopmentDate: MEA Model Element Author

Included in Project

Asset Inf Exchange Y/N

Commissioning Training

Level 4 Sub-Elements MEA LOD LOD MEA LOD LOD LOD LOD LOD MEA LOD LOD

A1010 Standard Foundations Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500A1011 Wall Foundations Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500A1012 Column Foundations & Pile Caps Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500A1013 Perimeter Drainage & Insulation Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500A1020 Special Foundations Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500A1021 Pile Foundations Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500A1022 Grade Beams Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500A1023 Caissons Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500A1024 Underpining Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500A1025 Dewatering Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500A1026 Raft Foundations Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500A1027 Pressure Injected Grouting Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500A1029 Other Special Conditions Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500A1030 Slab on Grade Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500A1031 Standard Slab on Grade Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500A1032 Structural Slab on Grade Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500A1033 Inclined Slab on Grade (Sloped Surface Grading) Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500A1034 Trenches, Pits & Bases Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500A1035 Under-Slab Drainage & Insulation Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500A2010 Basement Excavation Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500A2011 Excavation for Basements Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500A2012 Structure Back Fill & Compaction Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500A2013 Permanent Shoring Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500A2014 Temporary Shoring Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500A2020 Basement Walls Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500A2021 Basement Wall Construction Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500A2022 Moisture Protection Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500A2023 Basement Wall Insulation Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500A2024 Interior Skin Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500

B1010 Floor Construction Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500B1011 Suspended Basement Floors Construction Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500B1012 Upper Floors Construction Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500B1013 Balcony Floors Construction Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500B1014 Ramps Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500B1015 Exterior Stairs and Fire Escapes Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500B1016 Floor Raceway Systems Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500B1019 Other Floor Construction Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500B1020 Roof Construction Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500B1021 Flat Roof Construction Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500B1022 Pitched Roof Construction Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500B1023 Canopies (Plaza and PTC, not Train Platform) Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500B1029 Other Roof Systems Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500

B2010 Exterior Walls Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500

B2011 Exterior Wall Construction Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500B2012 Parapets Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500B2013 Exterior Louvers, Screens, and Fencing Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500B2014 Exterior Sun Control Devices Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500B2015 Balcony Walls & Handrail Embeds Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500B2016 Exterior Soffits Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500B2020 Exterior Windows Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500B2021 Windows Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500B2022 Curtain Walls Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500B2023 Storefronts Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500B2030 Exterior Doors Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500B2031 Glazed Doors & Entrances Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500B2032 Solid Exterior Doors Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500B2033 Revolving Doors Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500B2034 Overhead Doors Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500B2039 Other Doors & Frames Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500B3010 Roof Coverings Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500B3011 Roof Finishes Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500B3012 Traffic Toppings & Paving Membranes Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500B3013 Roof Insulation & Fill Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500B3014 Flashings & Trim Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500B3015 Roof Eaves and Soffits Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500B3016 Gutters and Downspouts Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500B3020 Roof Openings Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500B3021 Glazed Roof Openings Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500B3022 Roof Hatches Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500B3023 Gravity Roof Ventilators Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500

C1010 Partitions Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500C1011 Fixed Partitions Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500C1012 Demountable Partitions Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500C1013 Retractable Partitions Motors location and Access Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500C1014 Site Built Toilet Partitions Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500C1015 Site Built Compartments Cubicles Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500C1016 Interior Balustrades and Screen embeds Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500C1017 Interior Windows & Storefronts Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500C1020 Interior Doors Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500C1021 Interior Doors Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500C1022 Interior Door Frames Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500C1023 Interior Door Hardware Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500C1024 Interior Door Wall Opening Elements Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500C1025 Interior Door Sidelights & Transoms Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500C1026 Interior Hatches & Access Doors Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500C1027 Door Painting & Decoration Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500C1030 Specialties Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500C1031 Fabricated Toilet Partitions Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500

C1032 Fabricated Compartments & Cubicles Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500

C1033 Storage Shelving and Lockers Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500C1034 Ornamental Metals and Handrails Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500C1035 Indentifying Devices Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500C1036 Closet Specialties Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500C1037 General Fittings & Misc. Metals Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500C2010 Stair Construction Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500C2011 Regular Stairs Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500C2012 Curved Stairs Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500C2013 Spiral Stairs Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500C2014 Stair Handrails and Balustrades Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500C2020 Stair Finishes Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500C2021 Stair, Tread, and Landing Finishes Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500C2022 Stair Soffit Finishes Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500C2023 Stair Handrail & Balustrade Finishes Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500C3010 Wall Finishes Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500C3011 Wall Finishes to Inside Exterior Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500C3012 Wall Finishes to Interior Walls Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500C3013 Column Finishes Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500C3020 Floor Finishes Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500C3021 Floor Toppings Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500C3022 Traffic Membranes Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500C3023 Hardeners and Sealers Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500C3024 Flooring Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500C3025 Carpeting Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500C3026 Bases, Curbs and Trim Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500C3027 Access Pedestal Flooring Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500C3030 Ceiling Finishes Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500C3031 Ceiling Finishes Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500C3032 Suspended Ceilings Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500C3033 Other Ceilings Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500

D1010 Elevators Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500D1011 Passenger Elevators, Embeds and Structural elements Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500D1012 Freight Elevators, embeds and Structural elements Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500

D1013 Lifts Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500

D1020 Escalators & Moving Walks Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500D1021 Escalators, embeds and Structural elements Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500D1022 Moving Walks Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500D1030 Material Handling Systems Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500D1090 Other Conveying Systems Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500D1091 Dumbwaiters Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500D1092 Pneumatic Tube System Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500D1093 Hoists & Cranes Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500D1094 Conveyors Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500D1095 Chutes Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500D1096 Turntables Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500D1097 Baggage Handling & Loading Systems Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500D1098 AGTS Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500D2010 Plumbing Fixtures Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500D2011 Water Closets Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500

Subs

truc

ture

Shel

lIn

terio

rs

Verified As-Built Model

Construction / Fabrication

Model

CONSTRUCTION MODELS

DESIGN MODELSPreliminary

Design / Schematic

Design

Programming / Design Analysis

Report

Design Development /

GMP

Construction Documents

(Design Model)ASTM UNIFORMAT IIClassification of Building Elements (E1557-97)

EXISTING CONDITIONS MODELS

Existing Documentation

Model

Field Capture Model

Record Design Model

D2012 Urinals Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500D2013 Lavatories Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500D2014 Sinks Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500D2015 Bathtubs Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500D2016 Wash Fountains Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500D2017 Showers Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500D2018 Drinking Fountains and Coolers Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500D2019 Bidets and Other Plumbing Fixtures Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500D2020 Domestic Water Distribution Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500D2021 Cold Water Service Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500D2022 Hot Water Service Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500D2023 Domestic Water Supply Equipment Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500D2030 Sanitary Waste Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500D2031 Waste Piping Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500D2032 Vent Piping Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500D2033 Floor Drains Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500D2034 Sanitary Waste Equipment Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500D2035 Pipe Insulation Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500D2040 Rain Water Drainage Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500D2041 Pipe & Fittings Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500D2042 Roof Drains Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500D2043 Rainwater Drainage Equipment Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500D2044 Pipe Insulation Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500D2050 Special Plumbing Systems Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500D2090 Other Plumbing Systems Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500D2091 Gas Distribution Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500D2092 Acid Waste Systems Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500D2093 Interceptors Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500D2094 Pool Piping and Equipment Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500D2095 Decorative Fountain Piping Devices Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500

D2099 Other Piping Systems Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500

D3010 Energy Supply Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500D3011 Oil Supply System Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500D3012 Gas Supply System Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500D3013 Coal Supply System Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500D3014 Steam Supply System Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500D3015 Hot water Supply System Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500D3016 Solar Energy System Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500D3017 Wind Energy System Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500D3020 Heat Generating Systems Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500D3021 Boilers Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500D3022 Boiler Room Piping and Specialties Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500D3023 Auxiliary Equipment Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500D3024 Insulation Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500D3030 Cooling Generating Systems Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500D3031 Chilled Water Systems Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500D3032 Direct Expansion Systems Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500D3040 Distribution Systems Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500D3041 Air Distribution System Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500D3042 Exhaust Ventilation Systems Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500D3043 Steam Distribution Systems Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500D3044 Hot Water Distribution Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500D3045 Chilled Water Distribution Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500D3046 Change-over Distribution System Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500D3047 Glycol Distribution Systems Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500D3050 Terminal & Package Units Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500D3051 Terminal Self-Contained Units Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500D3052 Package Units Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500D3060 Controls & Instrumentation Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500D3061 Heating Generating Systems Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500D3062 Cooling Generating Systems Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500D3063 Heating/Cooling Air Handling Units Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500D3064 Exhaust & Ventilating Systems Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500D3065 Hoods and Exhaust Systems Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500D3066 Terminal Devices Grilles and Diffusers Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500D3067 Energy Monitoring & Control Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500D3068 Building Automation Systems Panel and Electrical load Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500D3069 Other Controls & Instrumentation Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500D3070 Special HVAC Systems & Equipment Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500D3071 Piping System Testing & Balancing Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500D3072 Air Systems Testing & Balancing Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500D3073 HVAC Commissioning Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500D3079 Other Systems Testing and Balancing Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500D3080 Systems Testing & Balancing Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500D3090 Other HVAC Systems & Equipment Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500D3091 Special Cooling Systems & Devices Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500D3092 Special Humidity Control Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500

D3093 Dust & Fume Collectors Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500

D3094 Air Curtains Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500D3095 Air Purifiers Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500D3096 Paint Spray Booth Ventilation Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500D3097 General Construction Items (HVAC) Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500D4010 Fire Protection Sprinkler Systems Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500D4011 Sprinkler Water Supply Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500D4012 Sprinkler Pumping Equipment Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500D4013 Dry Sprinkler System Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500D4020 Stand-Pipe & Hose Systems Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500D4021 Standpipe Water Supply Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500D4022 Pumping Equipment Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500D4023 Standpipe Equipment Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500D4024 Fire Hose Equipment Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500D4030 Fire Protection Specialties Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500D4031 Fire Extinguishers Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500D4032 Fire Extinguisher Cabinets Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500D4040 Special Electrical Systems Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500D4090 Other Fire Protection Systems Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500D4091 Carbon Dioxide Systems Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500D4092 Foam Generating Equipment Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500D4093 Clean Agent Systems Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500D4094 Dry Chemical System Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500D4095 Hood & Duct Fire Protection Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500D5010 Electrical Service & Distribution Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500

D5011 High Tension Service & Dist. Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500

D5012 Low Tension Service & Dist. PTC Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500D5020 Lighting & Branch Wiring Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500D5021 Branch Wiring Devices Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500D5022 Lighting Equipment Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500D5030 Communication & Security Systems Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500D5031 Public Address & Music Systems Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500D5032 Intercommunication & Paging System Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500D5033 Telephone Systems Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500D5034 Call Systems Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500D5035 Television Systems Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500D5036 Clock and Program Systems Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500D5037 Fire Alarm Systems Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500D5038 Security and Detection Systems Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500D5039 Local Area Networks Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500D5040 Special Electrical Systems Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500D5090 Other Electrical System Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500D5091 Grounding Systems Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500D5092 Emergency Light & Power Systems Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500D5093 Floor Raceway Systems Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500D5094 Other Special Systems & Devices Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500D5095 General Construction Items (Elect.) Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500

E1010 Commercial Equipment Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500E1011 Security & Vault Equipment Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500E1012 Teller and Service Equipment Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500E1013 Registration Equipment Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500E1014 Checkroom Equipment Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500E1015 Mercantile Equipment Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500E1016 Laundry & Dry Cleaning Equipment Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500E1017 Vending Equipment Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500E1018 Office Equipment Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500E1020 Institutional Equipment Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500E1021 Ecclesiastical Equipment Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500E1022 Library Equipment Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500E1023 Theater & Stage Equipment Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500E1024 Instrumental Equipment Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500E1025 Audio-visual Equipment Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500E1026 Detention Equipment Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500

E1027 Laboratory Equipment Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500

E1028 Medical Equipment Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500E1029 Other Institutional Equipment Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500E1030 Vehicular Equipment Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500E1031 Vehicular Service Equipment Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500E1032 Parking Control Equipment Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500E1033 Loading Dock Equipment Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500E1039 Other Vehicular Equipment Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500E1090 Other Equipment Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500E1091 Maintenance Equipment Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500E1092 Solid Waste Handling Equipment Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500E1093 Food Service Equipment Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500E1094 Residential Equipment Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500E1095 Unit Kitchens Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500E1097 Window Washing Equipment Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500E1099 Other Equipment Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500

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E2010 Fixed Furnishings Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500E2011 Fixed Artwork Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500E2012 Fixed Casework Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500E2013 Blinds and Other Window Treatment Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500E2014 Fixed Floor Grilles and Mats Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500E2015 Fixed Multiple Seating Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500E2016 Fixed Interior Landscaping Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500E2020 Movable Furnishings Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500E2021 Movable Artwork Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500E2022 Furniture & Accessories Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500E2023 Movable Rugs and Mats Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500E2024 Movable Interior Landscaping Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500

F1010 Special Structures Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500F1011 Air Supported Structures (Tensile Fabric) Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500F1012 Pre-engineered Structures Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500F1013 Other Special Structures Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500F1010 Pre-engineered Structures Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500F1011 Jetways Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500F1020 Integrated Construction Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500F1021 Integrated Assemblies Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500F1022 Special Purpose Rooms Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500F1023 Other Integrated Construction Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500F1030 Special Construction Systems Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500F1031 Sound, Vibration & Seismic Const. Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500F1032 Radiation Protection Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500F1033 Special Security Systems Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500F1034 Vaults Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500F1039 Other Special Construction Systems Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500F1040 Special Facilities Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500F1041 Aquatic Facilities Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500F1042 Ice Rinks Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500F1043 Site constructed Incinerators Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500F1044 Kennels & Animal Shelters Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500F1045 Liquid & Gas Storage Tanks Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500F1049 Other Special Facilities Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500F1050 Special Controls & Instrumentation Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500F1051 Recording Instrumentation Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500F1052 Building Automation Systems Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500F1059 Other Special Controls & Instrumentation Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500F2010 Building Elements Demolition Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500F2011 Building Interior Demolition Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500F2012 Building Exterior Demolition Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500F2020 Hazardous Components Abatement Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500F2021 Removal of Hazardous Components Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500F2022 Encapsulation of Hazardous Components Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500

G1010 Site Clearing Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500

G1011 Clearing & Grubbing Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500G1012 Tree Removal & Thinning Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500G1020 Site Demolition & Relocation Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500G1021 Building Demolition Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500G1022 Demolition of Site Components Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500G1023 Relocation of Building & Utilities Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500G1024 Utilities Relocation Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500G1030 Site Earthwork Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500G1031 Site Grading Excavation Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500G1032 Borrow Fill Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500G1033 Soil Stabilization & Treatment Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500G1034 Site Dewatering Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500G1035 Site Shoring Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500G1036 Embankments Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500G1037 Erosion Control Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500G1040 Hazardous Waste Remediation Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500G1041 Removal of Contaminated Soil Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500G1042 Soil Restoration & Treatment Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500G2010 Roadways Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500G2011 Bases and Sub-Bases Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500G2012 Paving & Surfacing Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500G2013 Curbs Gutters & Drains Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500G2014 Guardrails and Barriers Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500G2015 Painted Lines Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500G2016 Markings & Signage Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500G2017 Vehicular Bridges Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500G2020 Parking Lots Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500G2021 Bases and Sub-Bases Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500G2022 Paving & Surfacing Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500

G2023 Curbs, Rails & Barriers Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500

G2024 Parking Booths & Equipment Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500G2025 Markings & Signage Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500G2030 Pedestrian Paving Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500G2031 Paving & Surfacing Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500G2032 Edging Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500G2033 Exterior Steps Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500G2034 Pedestrian Bridges Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500G2040 Site Development Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500G2041 Fences & Gates Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500G2042 Retaining Walls Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500G2043 Terrace & Perimeter Walls Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500G2044 Signage Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500G2045 Site furnishings Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500G2046 Fountains, Pools & Watercourses Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500G2047 Playing Fields Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500G2048 Flagpoles Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500G2049 Miscellaneous Structures Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500G2050 Landscaping Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500G2051 Fine Grading & Soil preparation. Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500G2052 Erosion Control Measures Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500G2053 Top Soil and Planting Beds Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500G2054 Seeding and Sodding Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500G2055 Planting Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500G2056 Planters Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500G2057 Irrigation Systems Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500G2059 Other Landscape Features Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500G3010 Water Supply Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500

G3011 Potable Water Distribution and Storage Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500

G3012 Non Potable Water Distrib. And Storage Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500G3013 Well Systems Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500G3014 Fire Protection Distribution and Storage Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500G3014 Pumping Stations Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500G3016 Package Water Treatment Plants Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500G3020 Sanitary Sewer Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500G3021 Piping Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500G3022 Manholes & Cleanouts Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500G3023 Septic Disposal Systems Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500G3024 Lift Stations Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500G3025 Packaged Water Waste Treatment Plants Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500G3026 Septic Tanks Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500G3027 Drain Fields Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500G3030 Storm Sewer Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500G3031 Piping Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500G3032 Manholes Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500G3033 Headwalls & Catch Basins Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500G3034 Lift Stations Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500G3035 Retention Ponds Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500G3036 Ditches & Culverts Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500G3040 Heating Distribution Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500G3041 Steam Supply Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500G3042 Condensate Return Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500G3043 Hot Water Supply System Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500G3044 Pumping Stations Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500G3050 Cooling Distribution Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500G3051 Chilled Water Piping Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500G3052 Wells for Cooling/Heating Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500G3053 Pumping Stations Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500G3054 Cooling Towers on Site Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500G3060 Fuel Distribution Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500G3061 Fuel Piping Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500G3062 Fuel Equipment Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500G3063 Fuel Storage Tanks Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500G3064 Fuel Dispensing Stations Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500G3090 Other Site Mechanical Utilities Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500G3091 Industrial Waste Systems Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500G3092 POL (Petroleum Oil & Lubricants) Distribution Systems Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500G4010 Electrical Distribution Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500G4011 Substations Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500G4012 Overhead Power Distribution Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500G4013 Underground Power Distributions Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500G4020 Site Lighting Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500G4021 Fixtures & Transformers Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500

G4022 Poles Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500

G4033 Wiring Conduits & Ductbanks Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500G4024 Site Lighting Controls Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500G4030 Site Communication & Security Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500G4031 Site Communications Systems Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500G4032 Site Security & Alarm Systems Yes No No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500G4090 Other Site Electrical Utilities Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500

Site

Spec

ial C

onst

ruct

ion

& D

emol

ition

G4091 Cathodic Protection Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500G4092 Site Emergency Power Generation Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500G9010 Service & Pedestrian Tunnels Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500G9011 Service Tunnels Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500G9012 Trench Boxes Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500G9013 Pedestrian Tunnels Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500

F2020 Hazardous Components Abatement Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500F2021 Removal of Hazardous Components Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500F2022 Encapsulation of Hazardous Components Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500

L1010 Airport Equiment Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500L1011 FIDS, GIDS, RIDS, PIDS Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500L1012 CUTE (common use terminal equipment) Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500L1020 Bridge Mounted Equipment Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500L2021 PCA, Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500L1022 other bridge mounted equipment Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500L1023 PBB (Passenger Boarding Bridges) Yes Yes No No D - C 100 200 D - C 0 100 200 300 300 C - C 400 500

HazM

atAi

rpor

t Equ

ipm

ent

YesNoMaybe

Date:Project Name:

Abbreviated Firm Name (Short) Firm Name (Long) RoleNM Not Modeled

Existing ConditionsE - C CivilE - S Survey

PlanningnewLIM Lima International Airport Owner

DesignD - A ArchitecturalD - C CivilD - E ElectricalD - CW Curtain WallD - I InteriorsD - L LandscapeD - M MechanicalD - P PlumbingD - S StructuralD - SF Structural FoundationsD - T Telecom / DataD - BHS Baggage Handling SystemD - SS Special SystemsD - FP Fire ProtectionD - FA Fire AlarmD - TF Tensile FabricD - VT Vertical TransportationD - ATC Automated Temperature D - AV Audio-Visual ConsultantD - TH Theatre ConsultantD - LC Lab ConsultantD - WW Window WashingD - PC Pool ConsultantD - SI Signage Consultant

Contact Information

Modeling Information Manager:

ConstructionColumn1 General ContractorC - GC Metal Stud / DrywallC - A CivilC - C ElectricalC - E Curtain WallC - CW InteriorsC - I LandscapeC - L MechanicalC - M PlumbingC - P StructuralC - S Telecom / DataC - T Baggage Handling SystemC - BHS Special SystemsC - SS Fire ProtectionC - FP Fire AlarmC - FA Tensile FabricC - TF Vertical TransportationC - VT Automated Temperature C - ATCNM Not ModeledNM/ESD Not Modeled - Electronic

DESIGN Requirements

1

The following will be required during the RFQ:

COMMITMENT TO GOAL FORM

SCHEDULE OF SUBS INTENT TO PERFORM

M/WBE CERTIFICATES

1 432

30% M/WBE Goal

CONSTRUCTION Requirements

2

The following will be required during the RFQ:

COMMITMENT TO GOAL FORM

COMPLIANCE PLAN

1 2

20% MBE Goal