BIM Execution NTM Project‐ Sample Fourth Edition 08‐15‐2012 1 Table of Contents 1.0
2.0
3.0
4.0
4.1
4.2
5.0
6.0
6.1
7.0
8.0
9.0
10.1
10.2
11.0
11.1
11.2
11.3
12.00
12.01-12.07
12.10- 12.15
13.0
14.0
15.0-15.1
15.2
16.1-16.2
17.0-17.2
18.0
Overview
Mission Statement
BIM Uses
Level of Development
MEA table
BIM Project Design Milestones
BIM Project team: Roles,
Responsibilities, and Contacts
Design Team Software
Requirements
Construction Team Software
Requirements
Hardware Requirements
Existing Conditions
Project Setup
Design File Naming Format
Construction File Naming Format
Design Model Files Setup
Project Base Point
Design Model Structure
Construction Model Files Setup
Model elements rules: General
Design Model elements rules
Construction Model elements rules
Project Phases
Model Ownership of Elements
Files Exchange
Conversion Revit files to AutoCAD
Project Revisions
Project Coordination
QR tags and Metadata
Appendix A
Appendix B
Appendix C
P3
P3
P3
P4
P4-5
P6
PP6-8
P9
P10
P10
P10
P10
P11
P11
P12
P12
P13
P14
P14
PP15-19
PP20-24
P25
P26
P27
P28
P28
PP29-30
PP31
Sample of AIA E202 Model Element Table
Model Elements Authoring Table
Box.net Tutorial
PP32-33
The plan is subject to revisions and updates as necessary to accommodate team’s needs and project developments. 1.0
Overview: 2 The intent of this BIM Execution Plan is to define a process of using building information modeling (BIM) for NTM Addition and related work, including Parking structure, Cogen Plant, and generators. The Plan defines scope of BIM work and delineates 
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roles and responsibilities, project setup and workflow authoring models creation and ownership project phases file exchange protocol framework of team collaboration review and coordination process software applications Refer to Project Contract for specific information regarding project content, delivery methods, and scope of work. 2.0
Mission Statement The objective of using BIM is to 
Provide smooth, model‐based, coordinated workflow 
Improve team collaboration 
Ensure quality in the design and construction of the project 
Minimize amount of errors, and subsequently, RFIs and construction costs 
Maximize project efficiency before and during the construction 
Create a record model for after‐construction use (facility management, etc.) 3.0
BIM Use BIM on this project is to be used for: 1. Design Authoring (New Conditions Modeling) Design Team 2. Existing and Demolition Conditions Modeling Design Team 3. Design Review Design Team 4. 3D coordination Design Team / Construction Team 5. Shop drawings Construction Team 6. Record Model Construction Team 7. Facility Management Construction Team 3 4.0
Level of development This project to be developed for the following levels (per AIA Document E202–2008, Building Information Modeling Protocol Exhibit) (see Appendix A for illustration). BUILDING LOD Shell of existing building LOD 100 New building addition LOD 300 Existing lobby LOD 300 New Cogen Plant LOD 200 New generators enclosures LOD 200 All work that require LOD 400 and LOD 500 to be performed by GC team. Should GC requests the Design Team to perform any services to LOD 400/LOD 500, the project scope should be reassessed accordingly. 4.1
Model Element Authoring Table The following table defines the minimum level of detail (LOD) expected for specific types of building elements. The table also outlines the progression of element detail through each phase of the design process / record modeling. This table is for a general illustration of the LOD/Model Elements Ownership. Refer to Project Contract for specific information regarding project content, delivery methods, and scope of work. Refer to Appendix “B” for an excel spreadsheet of this table for review and comments. See the XLS file for Level of Detail standards 4 4.2
BIM Project Design Milestones Project Milestone Date Project BIM Kick‐off Meeting 11/29/2011 C/S SD Set issued for NTM Review 01/12/2012 Final C/S Schematic Design Submittal 02/03/2012 C/S Design Development Review Submittal 04/10/2012 Final C/S Design Development Submittal 05/01/2012 C/S CD Review Submittal 07/03/2012 C/S CD Submittal (Plan Check) 07/26/2012 TI SD Set issued for NTM Review 04/30/2012 Final TI Schematic Design Submittal 05/22/2012 TI Design Development Review Submittal 07/10/2012 Final TI Design Development Submittal 07/31/2012 TI CD Submittal (Plan Check) 09/25/2012 5.0
BIM Project team: Roles, Responsibilities, and Contacts Creating BIM model is a collaborative effort. Each BIM team has specific responsibilities during the project life as agreed upon at the beginning of the project. All Design Teams (architecture, structural, MEP, civil) and Construction Team shall assign an individual to the role of BIM Lead to coordinate their work with the entire Design/Construction Team. 5 Below is a brief outline of the responsibilities of each team and a list of primary contacts. TEAM
OWNER Owner Team Responsibility
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Project oversight, management and coordination Participant in the design process As‐built data Quality assurance Scheduling Project Coordination DESIGN TEAM Architect Civil Structural Electrical Mechanical 
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Architectural design Project coordination Model exchange oversight and coordination Quality control  Architectural Design Record Model  Civil design  Coordination and review  Structural design,  Project coordination and review  Structural Design Record Model  Electrical design  Project coordination and review  Electrical Design Record Model  Mechanical design  Project coordination and review  Mechanical Design Record Model 6 Point of contact
Contact Name Title Address (o) (f) (m) email Contact Name Title Address (o) (f) (m) email Contact Name Title Address (o) (f) (m) email Contact Name Title Address (o) (f) (m) email Contact Name Title Address (o) (f) (m) email Contact Name Title Address (o) (f) (m) email GENERAL
CONTRACTOR
Contractor Sub‐Contractor and/or Fabricator (as appropriate) TBD  Project coordination and review  Clash detection  As‐built Record model  Off‐site fabrication and shop drawing design 7 Contact Name Title Address (o) (f) (m) email
6.0
Design Team BIM Software Requirements Authoring Software The Design Team is required to use parametric BIM Authoring software for this project. All architects, engineers, and specialty consultants are required to use the following design authoring software in its current 2012 version: • Autodesk® Revit® Architecture • Autodesk® Revit® MEP • Autodesk® Revit® Structure • Autodesk® Civil 3D Autodesk® Revit® 2012 verticals will be used throughout the life of the project. Coordination Software All final internal and external model coordination and conflict detection are required to use the following software in its native file format in its current 2012 version:  Autodesk® Navisworks® Manage All project revisions between AE teams should be documented using the following software in its native file format in its current 2012 version:  Autodesk Design Review 2012 All AE teams should be able to use the following software in its native file format in its current version for communication with Owner:  Bluebeam PDF 8 6.1
Construction Team BIM Software Requirements 1. Contractor uses Autodesk® Revit® Architecture to author logistics models and to manage model deliverables from the Design Team. 2. Autodesk® Navisworks® Manage will be used to compile the system models and execute a comprehensive clash detection study. 3. Sub‐contractors will author their three‐dimensional shop drawings and as‐built models in a platform compatible with Autodesk® Navisworks® Manage. 4. Autodesk® Revit® 2012 verticals will be used throughout the life of the project. 7.0
Hardware Requirements Design and Construction Team members shall utilize computer hardware that is sufficient to efficiently handle single model files of up to 500 MB and aggregate models of up to 1.5 GB. 8.0 Existing Conditions 1. Modeling of the existing conditions is to be performed by the Design Team based on Owners provided as‐built information. 2. Before project starts, all Design Teams to perform a field survey of the site and to validate and document the accuracy of the as‐built information 3. All Design Teams to exchange the field survey data affecting each other design. 4. MP and Electrical Design Teams to verify the extent of the demolition work and to update Architects with necessary changes. 9.0 Project Setup 1. Architect to provide a cartoon set of the project. 2. Project documents to be prepared on 30x42 papersize 3. Architect to provide a Title Block for the project. 4. Architect to provide a key plan 5. Architect to illustrate a typical way of setting up a floor plan views (overall and partial). 6. Grids and levels are to be placed on the workset “Shared Levels and Grids”. 7. Architect to provide architectural sheet index (for reference). 9 10.1 Design File Naming Format Files for exchange/final models should be formatted as follows:  NTM‐Architectural  NTM ‐Architectural‐TI  NTM ‐Structural  NTM ‐Mechanical  NTM ‐Plumbing  NTM ‐Electrical 10.2 Construction File Naming Format 1.
The file naming convention enforced Contractor will consist of the following syntax: a)
NTM‐DDDD_LvX.XXX where DDDD represents to the project discipline, LvX stands for level, and XXX is the file extension. b)
For example, the plumber would name their files NTM‐Plumbing_Undg.rvt, NTM‐Plumbing_Lv1.rvt and NTM‐
Plumbing_Lv2.rvt etc. c)
The naming convention for construction models should not differ from the design convention with the exception of the level identifier. 2.
It is imperative once the file naming structure is in place that it does not change and that we have full compliance to this standard by all parties involved. Variance from this standard will not be tolerated. 3.
If a file is modified or updated, it is to be saved as the exact same file name as the previous version and uploaded to the appropriate directory. Archived versions will be saved. 10 11.0 Design Model Files Setup 1. All design models to be central files. 2.
Each discipline to acquire the shared coordinates, grid lines, levels, and project north from the Architectural model. Refer to 11.1 for Project Base Point and True North. 3.
Preliminary models with acquired shared coordinates to be sent to the Architect team for verification. 4.
Verified models only to be used for design. 5.
The final model will be the SITE file. 6.
During the project, files of different disciplines could be interlinked as necessary as overlays. 7.
Shared Design Models are to be cleaned up per #15.0 of this plan. 8.
At the end of the project, separate model from each discipline are to be directly tied to the SITE, without any additional levels of Revit or CAD links. 9.
No DWG files to be linked to exchanged or finally submitted Revit files. 11.1 Project Base Point Coordinates and Angle to True North 11 11.2 Design Model Structure 12 11.3 1.
Construction Model Files Setup/Coordination with Design Models. The project grid lines established in the Architectural model will serve as the origin for all subsequent models. Contractor will create a Revit family of 3D grids and labels and provide the .dwg export to each participant for reference. 2.
The intersection of grid lines E5 and EB at 0’0” will serve as our 0,0,0 reference throughout the project. 3.
The coordination will take place level by level and thusly the model files will be cropped or represent a single level. The following table represents the range of each level: Level Base constraint Top Constraint Underground ‐15ʹ0ʺ 0’0” 15ʹ0ʺ Level 1 0’0” 14’0” 14’0” Level 2 14’0” 28’0” 14’0” Level 3 28’0” 42’0” 14’0” Level 4 42’0” 56’0” 14’0” 13 Total Height 12.00 Model elements rules: General 1. Completeness of design All physical building elements within the project are to be modeled (except those clearly defined and excluded in the MEA Table) and are to represent the full and complete design of each level and element of the building. For example, if a single level of a building is identical to another level, each level is to be distinctly and completely represented in the Design and Construction models. Same applies to the identical partial floor layouts. 2.
Model property data Both the Design and Construction Models are to accurately represent the geometric properties of the building elements and/or systems in the model. 3.
Model precision: Project units should be rounded to the nearest 1/256”. 12.01 Design Model elements rules: General 1. Modeled elements must never be deleted (unless required by design changes). 2. Roof to be profiled by Architect and modeled by Structural Engineer 14 12.02 Design Model elements rules: Structural 1.
Framing a) Columns will be accurately located and sized. b) Beams and girders will be accurately located and sized. c) Foundations will be accurately located and sized. d) Concrete walls will be accurately located and sized. 2. Existing a) Existing beams and columns are places based on the best of the Design Team knowledge given the as‐built drawings. 12.03 Design Model elements rules: Architectural 1. Rooms a) Rooms are to be accurately bounded, completely enclosed, and not overlapping with other rooms. b) Rooms are to be used for MEP spaces c) Rooms are to contain property data with the correct name and number. d) Rooms will contain property data assigning it to the correct space, department, area, and level. e) Rooms are to be continuous spaces with the height of the space corresponding to the ceiling height. 2. Closure and Adjacency a) Rooms, spaces, departments etc. shall be properly enclosed using floors, walls, and ceilings that are touching, but not overlapped. b) Adjacent model elements shall be touching and not overlapping. 3. Walls a) Existing wall are to be generic b) New walls are to be of the correct wall types. c) Walls shall be modeled to the correct height based on wall type. 4. Doors a) Doors are to be associated with the correct level. b) Doors are to contain the correct door type as property data. 15 12.04 Design Model elements rules: Mechanical 1. HVAC Equipment AHUs, Fans, VAV boxes, and other major equipment within the building NTM‐Add boundaries are to be modeled. 2. HVAC Distribution Air distribution ducts for supply, return, ventilation and exhaust ducts, fire smoke dampers, registers, diffusers, grilles and louvers are to be modeled to outside face dimension. Duct hangers and supports and seismic bracing shall be modeled by the mechanical contractor. Controls systems will not be part of the Revit model. 3. Mechanical Piping All piping 3/4ʺ diameter and greater within building footprint and within five feet from building shall be modeled to outside diameter of pipe or pipe insulation, whichever is greater. 4. Equipment Clearances Clearances shall be modeled for use in clash detection process and maintenance access requirements. 16 12.05 Design Model elements rules: Plumbing 1. Fixtures Piping of plumbing fixtures, sinks, toilets, tubs, shall be modeled in the pluming model unless otherwise specified in the BIM execution plan. Plumbing fixtures will be modeled in the Architectural model. 2. Equipment Carriers, floor and roof drains, leaders, sumps, booster pumps, grease interceptors, sediment separators and other major equipment shall be modeled. 3. Piping Plumbing piping within building footprint and within five feet from building, including hot and cold water piping, sewer piping, storm drain piping, gas piping, compressed air piping, mains and branch valves and cleanouts shall be modeled. Piping shall be modeled to outside diameter of pipe or pipe insulation, whichever is greater. Pipe hangers, pipe supports, seismic bracing, fixture isolation and angle stop valves will not be part of the design model, they shall be added detailing and development of the contractor’s model. 4. Equipment Clearances Clearances and access zones shall be modeled for use in clash detection process and maintenance access requirements 12.06 Design Model elements rules: Fire Protection Fire protection components inside building: Standpipes, main laterals, lateral runouts and pipe routing for head connections, vertical standpipe drain piping, standpipe drain assembly, hose connections, inspector test assemblies and zone valve feed assemblies. Sprinkler head locations/head drops, pipe supports and seismic bracing, clean agent fire protection systems, drains, sensors, heat and smoke detectors, notification devices, control panels and related equipment shall be added detailing and development of the contractor’s model. 17 12.07 Design Model elements rules: Electrical 1. Power Transformers, emergency generators, main and distribution panels, switchgear, receptacles, switches and junction boxes shall be modeled. Electrical feeders and conduits 2” and larger shall be modeled, including underground runs. 2. Lighting Permanently mounted light fixtures, lighting controls, switches and junction boxes shall be modeled unless otherwise specified in the BIM execution plan. 3. Communications All existing and new communications service controls, audio equipment, speakers, phone and data ports and connections, both above ground and underground shall be modeled. Cable tray routing shall also be modeled. Communications conduits 2” and larger shall be modeled. 4. Security All security devices, keypads, cameras and motion sensors shall be modeled. 5. Equipment Clearances Clearances and access zones shall be modeled for use in clash detection process and maintenance access requirements. 18 12.10 Construction Model elements rules: Architectural 1. Walls and Curtain Walls a) Interior and exterior walls shall be modeled to exact height, length, and width. b) Curtain walls systems are to be modeled according to their true profile including window placement and mullion placement. 2. Doors, Windows and Louvers: Doors, windows and louvers shall be modeled to represent actual size and location, both interior and exterior. 3. Roof The model shall include the roof with overall thickness including insulation, drainage systems, major penetrations, access ladders and specialties. 4. Ceilings The Ceiling system is to include correct act placements when applicable. Soffits, openings, and slopes are also to be modeled. 5. Vertical Circulation Elevators, stairs, handrails and guardrails are to be modeled with proper placement, width, length, and height. 6. Specialty Equipment All specialty equipment including but not limited to projectors and screens are to be modeled in the proper and according to equipment specifications. Other fixtures including plumbing fixtures and electrical fixtures shall be modeled according to assignments in the BIM execution plan. 19 12.11 Construction Model elements rules: Structural 1. Foundations Spread Foundations, Caisson Foundations, Pile Foundations, Mat Foundations, Load‐
bearing Wall foundations shall all be modeled according to their length, width, and height. 2. Framing Steel Columns, Steel Floor C‐Joists, Open Web Joists, Joist Girders, Steel Beams, Precast Concrete Elements, Cast‐In‐Place Concrete Elements, Kickers, gusset plates are all to be modeled to meet the intending design specifications. 3. Floors All flooring is to be modeled to the proper depth and is to include any holes or openings. 4. Wall Types Load Bearing Walls (Masonry, Concrete, Cold‐Formed Steel, Wood, other) are to be modeled with proper placement, proper openings, and with intended height, length, and width specifications. 5. Miscellaneous Steel Angles for openings, deck bearing, etc., channels for mechanical units, and lintels are to be modeled. 20 12.12 Construction Model elements rules: Mechanical 5. HVAC Equipment AHU, Fans, VAV boxes, compressors, chillers, cooling towers, air handlers, boilers, hoods and other major equipment are to be modeled. 6. HVAC Distribution Air distribution ducts for supply, return, ventilation and exhaust ducts, duct hangers, seismic bracing, fire smoke dampers, control systems, registers, diffusers, grilles and louvers are to be modeled to outside face dimension. 7. Mechanical Piping All piping 3/4ʺ diameter and greater shall be modeled to outside diameter of pipe or pipe insulation, whichever is greater. 8. Equipment Clearances Clearances shall be modeled for use in clash detection process and maintenance access requirements. 21 12.13 Construction Model elements rules: Electrical 1. Power Transformers, emergency generators, main and distribution panels, switchgear, receptacles, switches and junction boxes shall be modeled. Electrical feeders and conduits larger than 3/4ʺ shall be modeled, including underground runs. 2. Lighting Permanently mounted light fixtures, lighting controls, switches and junction boxes shall be modeled unless otherwise specified in the BIM execution plan. 3. Communications All existing and new communications service controls, audio equipment, speakers, phone and data ports and connections, both above ground and underground shall be modeled. Cable tray routing with hanger supports and seismic bracing shall also be modeled. Communications conduit 3/4ʺ and greater shall be modeled. 4. Security All security devices, keypads, cameras and motion sensors shall be modeled. 5. Equipment Clearances Clearances and access zones shall be modeled for use in clash detection process and maintenance access requirements. 22 12.14 Construction Model elements rules: Plumbing 5. Fixtures All plumbing fixtures, sinks, toilets, tubs, shall be modeled in the pluming model unless otherwise specified in the BIM execution plan. 6. Equipment Carriers, floor and roof drains, leaders, sumps, booster pumps, grease interceptors, sediment separators and other major equipment shall be modeled. 7. Piping All piping to five feet outside building footprint, including hot and cold water piping, sewer piping, storm drain piping, gas piping, pipe hangers, seismic bracing, valves and cleanouts shall be modeled. Piping shall be modeled to outside diameter of pipe or pipe insulation, whichever is greater. 8. Equipment Clearances Clearances and access zones shall be modeled for use in clash detection process and maintenance access requirements 12.15 Construction Model elements rules: Fire Protection All fire protection components including main lines, branch piping, sprinkler heads, valves, drains, pumps, tanks, sensors, heat and smoke detectors, notification devices, control panels and related equipment shall be modeled. 23 13.0 Project Phases 1.
Project will be phased as following: Existing [Existing and Demo] New Shell [Existing + New Shell] New TI [Existing + New Shell + New TI] 2.
All disciplines to follow phases as set in the NTM‐Architectural as described below 
Create Phases as shown in NTM‐Architectural 
Create a separate plan for each phase (as needed per project development) 
Link NTM‐Architectural to your model 
Select linked NTM‐Architectural > Properties>Edit Type>Phase Mapping 
Map Phases as shown below: 24 14.0 Design Model Ownership of Elements MODEL OWNERSHIP OF ELEMENTS Modeled Element Discipline Owner Discipline Usage • Grids Structural A, M, P & E – Copy Monitor • Columns Structural A, M, P & E – Linked • Exterior Architectural S, M, P & E – Linked • Below grade veneer supported foundations Structural A, M, P & E – Linked • Ramp slabs/stair steps & stair landing slabs Architectural S, M, P & E – Linked • Landscaping, planters Architectural S, M, P & E – Linked • Floor slabs on grade w/ recesses Structural A, M, P & E – Linked • Foundation walls – retaining, stair / ramp walls, entry foundations Structural A, M, P & E – Linked • Roof deck (floor) Structural A, M, P & E – Linked • Roof finish (floor) Architectural M, P & E – Linked Structural M, P & E – Linked • Mechanical curbs Mechanical A, P & E – Linked • Plumbing Fixtures Plumbing A, S, M & E – Linked Mechanical A, P & E – Linked Electrical A ‐ Linked • RTU curbs • Mechanical Fixtures • Light Fixtures 25 15.0 Design Team Files Exchange 1.
Models to be uploaded to Architect Share biweekly, end of Monday starting 12/05/2011. 2.
Links to the model uploads to be sent to Architect and then shared with the team. 3.
Before sending your file for exchange, do the following: a) Open Revit
b) Select the file using Revit dialog box check both the Detach from Central and Audit
boxes.
c) Be sure to select Detach and Preserve Worksets when the dialog box appears.
d) Save the project into the proper subfolder in the _OUTgoing folder.
e) Remove all links (Revit and cad).
f) Purge all unused families.
g) Synchronize with central to remove your ownership from the worksets.
i. Be sure to select Synchronize and Modify Settings.
ii. Check all boxes that are not shaded including the compact file box
Make sure they are named as set forth above (10.0). 15.1 Design/Construction Team Data transfer 1. Contractor has established a service through Box, a web based collaboration platform, to host and share files as needed on the project. 2. Refer to Appendix “C” for a tutorial for the use and function of the Box site. 3. Once a file is uploaded, notifications are sent to collaborators and an archived copy is saved of each revision posted. 4. Collaborators will post updates as they are completed to their respective directory from which Contractor will create the composite model. 5. Other project documents and data files can be posted and transmitted via the Box platform. Submittals and RFI’s will be posted and replied to via Box. 26 15.2 Conversion Revit files to AutoCAD With every scheduled submittal Architect should provide a set of architectural CAD plans translated per NTM Layering Standards for use with NTM Facility Management program. 16.1 Design Team Project Revisions and Change Management 1. At the time of files exchange, all revised sheets/views to be printed to DWF files. 2. All project revisions for each discipline should be documented with revision clouds using Design Review. 3. Architect to provide a sample revision plan (DWF file) 4. All A/E teams are required to archive project progress sets in PDF and native formats. 5. During construction, the Design Team shall maintain and update their respective Design Models with all significant field changes made through RFIs, Change Orders, Bulletins, and similar documents, including Architectural, MEP and Structural changes and coordinate those changes with General Contractor and subcontractors. Should the 3D geometry of the model changes, it likely is to be defined as significant. Owner will make final determination on whether a change is significant or not. Design Team will be providing these model updating services to Owner at no additional cost, with exception to changes to the scope made by Owner. 16.2 Construction Team Project Revisions and Change Management 1. Sub‐contractors are required to maintain an as‐built representation of their systems. Updates are to be continually posted as the models adapt and are modified to reflect actual installed conditions. 2. Design changes which require a delta and a updated contract drawing will originate in their respective model source. Those changes will be posted in conjunction to the printed directive to the Box site where in turn they will be implemented in each affected system model by the sub‐contractors. 3. At the conclusion of the project, each collaborating discipline will be required to submit a model file representing their scope of work as specified in the Project’s LOD document and defined by the AIA E202’s LOD description. 27 17.0 General Project Coordination Requirements 3D coordination is of critical importance to assure quality project document delivery. Models submitted for clash detection shall be “clean” of all extraneous 2D references and/or 3D elements. Design Team is to produce a design in which all M/E/P/FP systems fit within the intended spaces provided, including required clearances. To facilitate this, the Design Team is to have a planned 3D spatial analysis and clash resolution process. This spatial analysis and clash resolution process to include: 1. Regularly scheduled data exchange 2. Navisworks clash detection analysis 3. Area by area / discipline by discipline clash review 4. a clash resolution report /coordination log to include: Priority (urgent, high, normal, low) Clash ID/number Clash name Clash description Clash tolerance (if needed) Location (level/grid lines/distance) Date found Responsible party Resolution Date resolved 28 17.1 Design Team Project Coordination Requirements: 1. MEP and Structural Teams are required to perform internal coordination between disciplines at least once a month using their BIM Authoring software capabilities or Autodesk® Navisworks® Manage. 2. All AE Teams are required to perform internal coordination between disciplines at the end if each phase using their BIM Authoring software capabilities or Autodesk® Navisworks® Manage. 17.2 Construction Team Project Coordination Requirements: 1. Contractor will self‐perform the clash detection studies both on design models and as a process to facilitate construction coordination. The process will engage the required sub‐contractors and be conducted in an integrated, congruent engineering format. The use of the BIM trailer on site will facilitate such sessions. 2. Clash reports will be posted prior to the coordination meetings in order to give the participants time to formulate solutions rather than reactions to previously unknown issues. In order to facilitate a productive session, sub‐contractors must post progress models within the allotted time frame. 3. The design team is not required to actively participate in the construction coordination process, but should be available as needed for confirmation and clarification of discovered issues. 29 18.0 QR Tags and Metadata 1. Contractor has developed and tested Two‐Level QR tags system to use with NTM Facility Management Program. 2. QR tags will store project Metadata. 3. On the First Level, QR tags contain rooms’ Metadata. 4. On the Second Level, QR tags contain the following Metadata: 
Product Data 
Warranty Information 
Operations and Maintenance Manuals 
Maintenance Schedules 
Instructional Videos 
Progress Photos 
Model Files 
Shop Drawings 5. Firstly, the Facility Management team access rooms’ metadata. Secondly, they access the data associated with all the items in the room coded with QR tags. 6. To build the First Level, Contractor needs the room schedule. 7. Architect to provide Contractor with the project room schedule, exported into Excel file. 8. To build the Second Level, Contractor has developed a Procurement Log to serve as the minimum baseline for listing the items which require a Meta Data rich QR Tag. The Procurement Log tracks the submittal requirements as required in the project specifications. 9. For QR tags to function, it is imperative that the Project working file structure migrates seamlessly to Ownerʹs permanent file structure. 10. Owner to provide Contractor with detailed files/folder structure, description and setup protocol, so that Contractor team can emulate that environment on their side as they procure the files and build the database structure. 11. Contractor to appoint a BIM Administrator on site to manage QR tags and Metadata and compile the tags for distribution to the subs and client. 30 APPENDIX “A” LEVEL OF DEVELOPMENT There are 5 basic levels of development which do not reflect specific modeling guidelines for any particular software, rather a generic definition of model content: LOD 100 ‐ Essentially the equivalent of conceptual design, the model would consist of overall building massing. LOD 200 ‐ Similar to schematic design or design development, the model would consist of ʺgeneralized systems or assemblies with approximate quantities, size, shape, location and orientation.ʺ LOD 300 ‐ Model elements are suitable for the generation of traditional construction documents and shop drawings. LOD 400 ‐ This level of development is considered to be suitable for fabrication and assembly. The MEA for this LOD is most likely to be the trade contractor or fabricator as it is usually outside the scope of the architectʹs or engineerʹs services. Image courtesy of Mortenson Construction
LOD 500 ‐ The final level of development represents the project as it has been constructed ‐ the as‐built conditions. The model is suitable for maintenance and operations of the facility. 31