The Henry J. Carter Specialty Hospital & Nursing Facility was designed and built on an accelerated schedule utilizing Lean Concepts, Integrated Project Delivery and Building Information Modeling.
Lean Design and Construction Techniques Added Value for Specialty Hospital Project
1. Lean Construction Institute – BIM Focus
H561
How Lean Design and Construction Techniques Added Value
for The Henry J. Carter Specialty Hospital and Nursing
Facility Project – A Case Study
Kent Doss, Robert Mencarini, Rawle Sawh, Emil Martone
November 20, 2014
15. LOD Model Element Author (MEA)
100 AR - Architect
200 SE - Structural Eng
300 ME - MEP Engineer
400 CE - Civil Engineer
500 GC - General Contractor
TC - Trade Contractor
BIM Use Title
Project Phase
Output or Input
Time of Exchange (SD, DD, CD, Construction)
Responsible Partyor (Information Receiver)
Receiver File Format
Application & Version
LOD MEA Notes LOD MEA Notes LOD MEA Notes
A SUBSTRUCTURE
A10 Foundations
A1010 Standard Foundations
A1010.10 Wall Foundations 200 SE 200 SE 300 SE
A1010.30 Column Foundations 200 SE 200 SE 300 SE
A1010.90 Standard Foundation Supplementary Components 200 SE 200 SE 300 SE
A1020 Special Foundations
A1020.10 Driven Piles 200 SE 200 SE 300 SE
A1020.15 Bored Piles 200 SE 200 SE 300 SE
A1020.20 Caissons 200 SE 200 SE 300 SE
A1020.30 Special Foundation Walls 200 SE 200 SE 300 SE
A1020.40 Foundation Anchors 200 SE 200 SE 300 SE
A1020.50 Underpinning 200 SE 200 SE 300 SE
A1020.60 Raft Foundations 200 SE 200 SE 300 SE
A1020.70 Pile Caps 200 SE 200 SE 300 SE
A1020.80 Grade Beams 200 SE 200 SE 300 SE
A20 SUBGRADE ENCLOSURES
A2010 Walls for Subgrade Enclosures
A2010.10 Subgrade Enclosure Wall Construction
A2010.20 Subgrade Enclosure Wall Interior Skin
A2010.90 Subgrade Enclosure Wall Supplementary Components
A40 SLABS-ON-GRADE
A4010 Standard Slabs-on-Grade 200 SE 200 SE 300 SE
A4020 Structural Slabs-on-Grade 200 SE 200 SE 300 SE
A4030 Slab Trenches 200 SE 200 SE 300 SE
A4040 Pits and Bases
A4090 Slab-On-Grade Supplementary Components
A4090.10 Perimeter Insulation
A4090.20 Vapor Retarder
A4090.30 Waterproofing
A4090.50 Mud Slab
A4090.60 Subbase Layer
Model Element Breakdown
Model Element - Uniformat 2010 Edition
Design Authoring Existing Conditions Modeling Cost Estimation
Design
.rvt
Autodesk Revit 2012
Design
Output
SD
AR/SE/CE/ME
.rvt
Autodesk Revit 2012
Design
Non-geometric data or line work Generic elements shown in 3D Specific elements & confirmed
3D Object geometry
LOD- 100 LOD- 200 LOD- 300
Areas, volumes zones, etc. Maximum size, purpose Dimensions, capacities,
connections
16.
17. This concludes The American Institute of Architects Continuing
Education Systems Course
Lean Construction Institute info@leanconstruction.org