UBC Undergraduate Research

Life cycle assessment of the new SUB project Attieh, Ahmed; Chutskoff, Andrew; Clague, Brandon; Birdle, Jon; Hawkins, Tyler Nov 14, 2012

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   PROVISIO This study has been completed by undergraduate students as part of their coursework at the University of British Columbia (UBC) and is also a contribution to a larger effort – the UBC LCA Project – which aims to support the development of the field of life cycle assessment (LCA). The information and findings contained in this report have not been through a full critical review and should be considered preliminary. If further information is required, please contact the course instructor Rob Sianchuk at rob.sianchuk@gmail.com                Life Cycle Assessment of the New SUB Project          November 14, 2012                Submitted By: Andrew Chutskoff Brandon Clague Tyler Hawkins Jon Bridle  Ahmed Attieh            Prepared by:            Ahmed Attieh            Andrew Chutskoff            Brandon Clague            Jon Birdle            Tyler Hawkinsi  Abstract The University of British Columbia’s New Student Union Building is to be completed for use by September 2014. It’s 222,000 square feet will cost approximately $103 million, 78% funded by UBC student fees. UBC aims for the New SUB to be LEED Platinum rated an example of UBC’s commitment to sustainability, climate change action, and green building innovation.  This Life Cycle Assessment quantifies the environmental impacts associated with the building’s materials and energy use as represented in the Issued for Construction drawings dated May 7, 2012. Specifically, we did material takeoffs of the foundations, columns & beams, floors, interior walls, exterior walls and roofs using OnCenter’s Onscreen Take-off software. Environmental impacts were then estimated using Athena’s Impact Estimator software for the following impact categories: acidification potential, eutrophication potential, fossil fuel consumption, global warming potential, human health criteria, ozone depletion potential, and smog potential.  Sensitivity analysis found that concrete played far and away the largest role in determining environmental impacts. Specifically the use of a 35% fly ash concrete mix, compared to a 9% mix (the minimum accepted for input by the Athena software), will reduce the whole building’s associated CO2 emissions by 7.4%, an estimation which likely confirms the concrete supplier’s claim of 35% vs 0% achieving a 10% reduction.  This LCA is a preliminary student analysis with rough estimations and not absent of assumptions. However it is intended to be useful both through material impact comparisons and as a baseline study for further evaluation.              ii  Table of Contents 1.0 Introduction ............................................................................................................................................ 1 1.1 The New SUB Project .................................................................................................................... 1 1.2 Building Characteristics ....................................................................................................................... 2 1.3 Sustainability Claims ........................................................................................................................... 3 2.0 Goal and Scope ....................................................................................................................................... 4 2.1 Goal of Study ....................................................................................................................................... 4 2.2 Scope of Study..................................................................................................................................... 6 3.0 Model Development ............................................................................................................................. 13 3.1 Structure and envelope .............................................................................................................. 13 3.1.1 Material Take-off Development ................................................................................................. 13 3.1.2 Material Take-off Assumptions .................................................................................................. 16 3.2 Energy Use Phase ........................................................................................................................ 22 3.2.1 Energy Use Development ........................................................................................................ 22 3.2.2 Energy use Assumptions ............................................................................................................ 23 4.0 Results and Interpretation .................................................................................................................... 24 4.1 Inventory Analysis ....................................................................................................................... 24 4.1.1 Bill of Materials .......................................................................................................................... 24 4.1.2 Energy Use ................................................................................................................................. 27 4.2 Impact Assessment ..................................................................................................................... 28 4.2.1 Impact Categories ...................................................................................................................... 29 4.2.2 Uncertainty ................................................................................................................................ 36 4.2.3 Sensitivity Analysis ..................................................................................................................... 37 4.2.4 Functions and Impacts ............................................................................................................... 43 5.0 Conclusions ........................................................................................................................................... 47 Appendix A – IE Inputs Appendix B – IE Assumptions Appendix C – Bill of Materials Appendix D - Impact Category Tables   iii  List of Figures Figure 1: Generic unit processes considered within Construction Product manufacturing process by Impact Estimator software ........................................................................................................................... 6 Figure 2: Generic unit processes considered within Building Construction process by Impact Estimator software ........................................................................................................................................................ 6 Figure 3: Generic unit processes considered within Energy Production process by Impact Estimator software ........................................................................................................................................................ 7 Figure 4: Generic unit processes considered within Building Demolition process by Impact Estimator software ........................................................................................................................................................ 7 Figure 5: System boundary for Renovation and Building New scenarios ..................................................... 8 Figure 6: On Screen Takeoff User Interface ................................................................................................ 14 Figure 7: On Screen Takeoff - Condition Properties Window ..................................................................... 14 Figure 8: On Screen Take-Off - Interior Wall Conditions for a Given Wall Type ......................................... 18 Figure 9: Halsall Energy Simulation Results ................................................................................................ 28 Figure 10: Category Indicator - Acidification Potential ............................................................................... 29 Figure 11: Category Indicator - Eutrophication Potential ........................................................................... 30 Figure 12: Category Indicator - Fossil Fuel Consumption ........................................................................... 31 Figure 13: Category Indicator - Global Warming Potential ......................................................................... 32 Figure 14: Category Indicator - Human Health Respiratory Effects ............................................................ 33 Figure 15: Category Indicator - Ozone Depletion Potential ........................................................................ 34 Figure 16: Category Indicator - Smog Potential .......................................................................................... 35 Figure 17: Sensitivity Analysis - Acidification Potential .............................................................................. 38 Figure 18: Sensitivity Analysis - Fossil Fuel Consumption ........................................................................... 39 Figure 19: Sensitivity Analysis - Eutrophication Potential .......................................................................... 40 Figure 20: Sensitivity Analysis - Global Warming Potential ........................................................................ 41 Figure 21: Sensitivity Analysis - HH Respiratory Effects potential .............................................................. 42 Figure 22: Sensitivity Analysis - Ozone Depletion Potential ....................................................................... 42 Figure 23: Sensitivity Analysis - Smog Potential ......................................................................................... 43         iv  List of Tables Table 1: Building Characteristics of the New SUB ......................................................................................... 2 Table 2: IE Surrogates for Interior Wall Components ................................................................................. 19 Table 3: IE Surrogates for Exterior Wall Components ................................................................................ 20 Table 4: IE Surrogates for Roof Components .............................................................................................. 22 Table 5: Energy Consumption by Source .................................................................................................... 28 Table 6: Functional Areas ............................................................................................................................ 44 Table 7: Functional Units - Per Building Size ............................................................................................... 46 Table 8: Functional Units - Per Specific Floor Area ..................................................................................... 46 1  1.0 Introduction In 1940, the University of British Columbia built Brock Hall to house and host the organizations and social events of its 3,339 strong student population at a cost of $80,000 ($1.6 million in today’s dollar, adjusted for inflation), raised through student donations and a grant from the board of governors alongside the family of the recently deceased Dr. R.W. Brock, the former Dean of Applied Science. In 1968, with UBC’s student population raised to 28,000, the current Student Union Building was built. Cost: $5 million, $3.5 million of which was paid by a $15 dollar increase in alma mater society student fees (for some number of years, unknown). At that time the SUB included a bank, a barber shop and a bowling alley, but sadly perhaps, no pub, that would come later, partially spurred on by David Suzuki.  In 2008 with the student population approaching 45,000, UBC needed another student union building (SUB).  1.1 The New SUB Project Canon Design was hired by the Alma Mater Society (AMS), representing UBC students, as renovation consultants. After study, they presented three options: i. completely renovate the current SUB, ii. partially renovate and partially expand, or iii. build a whole new SUB (accompanied by minor current SUB renovations), all at roughly the same price.  The AMS council approved the third unanimously and in April 2008 students approved by referendum a fee starting at $20/year and increasing by $10/ year until 2016/2017 in order to raise $80 million of the total budget of $103 million for this New Student Union Building. In late April 2010, 2800 + students voted to hire Bing Thom Architects, Busby Perkins+Will, and Hotson Bakker Boniface Haden (now Dialog+BH) as the principal architects to draft the designs of the building. Those drawings were (mostly) completed in January 2012. Construction began in February 2012 and expected completion is September 2014. UBC Properties Trust acts as the project manager (the land owners, privately owned by UBC) with the Alma Mater Society representing UBC students’ stake ($80 mil of $103 mil) as the primary client. Bird Construction acts as the construction managers. The primary consultants are Reed Jones Christofferson (Structural) AME (Mechanical) and Applied Engineering Solutions (Electrical). The consulting team includes an additional 13 firms responsible for accessibility, acoustics, building 2  code, building envelope, civil, commissioning, costing, landscape, LEED, specifications, surveying and sustainability.   The primary functional areas include: 60,000 sq ft of social and recreation space, 10,000 sq ft of bookable space, 36,000 sq ft of club office space, and 20,000 sq ft of food and retail. Along with the secondary functional areas the total gross square foot area of the building is 222,000 sq ft, 150% of the size of the current SUB. In addition it will feature a brew pub, a two story climbing wall, a hanging nest theatre, and sustainability themed art installations. 1.2 Building Characteristics   The design of the New SUB incorporates numerous structural, envelope and aesthetic materials and assemblies. The general building characteristics are detailed in Table 1. Table 1: Building Characteristics of the New SUB   Building System Specific Building Characteristics Structure Cast in place concrete footings, columns and slab on grade. Glulam columns and beams. Structural steel columns and beams.  Floors Cast in place concrete suspended slabs with slab bands. Composite metal deck with concrete topping. Interior Walls Light gauge steel stud framing with regular, moisture resistant, or Type X gypsum board. Light steel gauge steel stud framing with gypsum board and mineral wool or fiberglass acoustic insulation.  Concrete block wall. Fire rated shaft wall system.  Exterior Walls Below grade: Cast in place concrete walls with waterproof membrane.  Above grade: Light gauge steel stud framing, exterior gypsum sheathing, peel and stick membrane, mineral fibre cavity wall insulation, air barrier and glass fibre reinforced concrete panels, aluminum cladding, zinc cladding, exterior insulation and stucco system or louvered wall. Windows Exterior: Aluminum framed curtain wall with double glazed low-E argon filled, or triple glazed argon filled glazing. Opaque glass spandrel panels.  Interior: Aluminum store front with 6mm laminated glass or 13mm tempered glass panels.  Roof Cast in place concrete, metal deck, composite metal deck, acoustical metal deck, or cross laminated timber panel with polyisocyanurate board insulation and SBS membrane.  Mechanical Natural ventilation. Heat reclamation (from mechanical rooms and kitchen exhausts). Solar thermal panels. In slab hot water heating.  3  1.3 Sustainability Claims From the beginning of the process, UBC, the AMS, and the New Sub Committee all pledged allegiance to sustainability in various forms. As cited by BC and UBC’s current stated sustainability goals and mandates, new UBC buildings will:  Achieve a minimum LEED gold standard as per the Province of BC’s Energy Efficient Buildings Strategy (2008, with regards to new government buildings).  Achieve 11 of those 60 mandated LEED credits through LEED’s energy & atmosphere category (UBC’s Technical Guidelines).  Reduce greenhouse gas emissions levels to 33% below 2007 levels. (UBC’s 2010 Climate Action Plan).  Divert 50% of campus waste from construction of new institutional buildings from the landfill.  Reduce water consumption in institutional buildings by 40% from 2000 levels.  And, reuse/ recycle existing materials, or else include recyclable materials, or use “green/ sustainable materials”, as verified by a third party. (All from UBC’s February 2010 Climate Action Plan and UBC Sustainability’s Technical Guidelines).   Additionally, the New Sub Committee has stated aims to exceed the mandates by:  Building not a LEED Gold but rather a LEED Platinum building (80 points minimum compared to 60 points).  Designing the structural elements for a 100 year life span and interior elements for a 50 year life, i.e. for durability and adaptability.  Using no materials which might threaten human or ecological health or rights (International Labour Organization etc.).  Produce a building which will have a “net positive ecological impact” on energy, water, and local ecosystems.  Provide a healthy culturally enriching environment for students (including 100% of rooms receiving natural sunlight). (From UBC’s technical guidelines.)  For example, in conversation with the architects we discovered that the interior spaces and facade have been designed to be predominantly free from structural importance (in fact the first floor façade’s foundation is to be entirely separate from the rest of the building), enabling easy 4  future retrofits in the interests of changing functionality and changing perceptions of aesthetics. Furthermore they’re using a Portland lime cement mix with reduces the cement content in concrete by a minimum of %35 and is claimed by its producer to reduce greenhouse gas emissions from associated production by 10%. This claim is further evaluated in the sensitivity analysis of our report.  2.0 Goal and Scope In accordance with the ISO 14040 and 14044 standards, this report will provide sections to describe the Goal and Scope. The following Goal and Scope section outlines the details of the LCA study that was carried out on the New UBC Student Union Building. The Goal & Scope is critical to documenting the context and guiding an LCA study’s execution.  The purpose of defining the Goal of the study is to unambiguously state the context of the study, whereas the Scope details how the actual modeling of the study was carried out.  For this New SUB LCA study report, the format immediately below has been used to unambiguously outline the details of the parameters outlined in ISO 14040 and 14044. Parameter Name Parameter definition. Details of how this item is defined for the New SUB Building LCA study. This format has been followed throughout the Goal & Scope in order to provide the audience with an explanation each parameter and transparently state how it is defined for the New SUB LCA study.  2.1 Goal of Study The following are descriptions for a set of parameters which unambiguously state the context of the New SUB LCA study.      5  Intended application Describes the purpose of the LCA study. This LCA study will be used to evaluate the environmental impacts of the new SUB building.  Reasons for carrying out the study Describes the motivation for carrying out the study. The report itself is an educational asset to help disseminate education on LCA and help further the development of this scientific method into sustainability in building construction practices at UBC and the green building industry as LCA is rapidly gaining acceptance at all scales of sustainable construction standards and corporate social responsibility policy. Intended audience Describes those who the LCA study is intended to be interpreted by. The results of this study are to be primarily communicated to the public. In addition to the general public, the LCA report is intended to be communicated to industry and governments groups observing and involved in green building, as LCA is an emerging topic of significance in this area. The results should also be helpful for projects stake holders such as the UBC Alma Mater Society and the New SUB Committee (project clients) representing UBC Students generally, UBC Properties Trust (project managers), and Dialog & B+H (the principal architects) and Bird Construction (acting as construction managers). Intended for comparative assertions State whether the results of this LCA study are to be compared with the results of other LCA studies. The results of this LCA study are not intended for comparative assertions. However; it will act as a benchmark to be used to drive development toward performance based green design, and potentially further LCA(s) likely to be conducted of this building.    6  2.2 Scope of Study Product system to be studied  Describes the collection of unit processes that will be included in the study. A unit process is a measurable activity that consumes inputs and emits outputs as a result of providing a product or service.  The main processes that make up the product system to be studied in this LCA study are: the manufacturing of construction products (Figure 1) ), the construction of a building (Figure 2), maintenance (a combination of demolition, manufacturing and construction itself), operating energy (Figure 3) and expected demolition (Figure 4). These three processes are the building blocks of the LCA models that have been developed to describe the impacts associated with the New SUB.  The unit processes and inputs and outputs considered within these three main processes are outlined below.   Figure 1: Generic unit processes considered within Construction Product manufacturing process by Impact Estimator software   Figure 2: Generic unit processes considered within Building Construction process by Impact Estimator software  Resource Extraction and Manufacturing Construction Product ProcessesMaterial Transportation ProcessesEnergy Extraction, Refinement and Delivery ProcessesInputsR sourcesEn rgyProcess OutputsConstruction Product ManufacturingAir emissionsWater emissionsLand emissionsConstruction productBuilding Construction ProcessConstruction Material and Waste Transportation ProcessEnergy Extraction, Refinement and Delivery ProcessesInResourcesEn rgyProcess OutputBuilding ConstructionAir emissionsWater emissionsLand emissionsBuildingConstruction products7   Figure 3: Generic unit processes considered within Energy Production process by Impact Estimator software   Figure 4: Generic unit processes considered within Building Demolition process by Impact Estimator software  As seen in the above figures, the inputs and outputs occurring at the various stages in a buildings life cycle are captured.  The construction product manufacturing, building construction processes, energy production processes, building maintenance process, and the building demolition unit process capture the capture the cradle to grave process.  The organization of these processes into the product systems to describe the environmental impacts of the new building requires the definition of a system boundary.  Thus, the product system studied in this new SUB building LCA study is further defined in the system boundary section below. System boundary Details the extent of the product system to be studied in terms of product components, life cycle stages, and unit processes. Building Demolition ProcessEnergy  Extraction, Refinement and Delivery ProcessesDemolition Waste Transportation ProcessInputsResourcesE gProcess OutputsBuilding DemolitionAir emissionsWater emissionsLand emissionsBuilding8  This study includes the construction products used to create their structures and envelopes.  This indicates that product components must be defined and the materials within the products studied.  The material product components (i.e. building assemblies) that were included from the products (i.e. buildings) are the footings, slabs on grade, walls, columns and beams, roofs, as well as all associated doors and windows, gypsum board, vapour barriers, insulation, cladding, roofing, and curtain walls.  These material product components are in turn assemblies of construction product  Figure 5: System boundary for Renovation and Building New scenarios  The life cycle stages we consider with regards to the New Student Union Building include those spanning from cradle-to-grave.  The process begins from site preparation, starting with resource extraction and manufacturing of construction products, the building construction process then it goes to the maintenance and operating energy phase and it ends with building demolition process.  Functions of the product system Describes the functions served by the product focused on in the LCA study. A description of the New SUB’s major functions has been outlined in the introduction of this report. 9  Functional unit A performance characteristic of the product system being studied that will be used as a reference unit to normalize the results of the study. The functional units used in this study to normalize the LCA results for the New SUB include:  per gross square foot area constructed  per cubic foot constructed  per specific functional use area Further discussion of these functional units and their application are contained in the Impact Assessment sub-section under Functions and Impacts. Allocation procedures Describes how the input and output flows of the studied product system (and unit processes within it) are distributed between it and other related product systems. The problem of allocation arises in three situations – i) when a process produces more than one product, ii) a waste treatment process collectively treats multiple waste products and iii) when materials are recycled or reused in subsequent life cycles.  An allocation problem arises in these situations because the input and output flows from the processes must be shared amongst the products and subsequent life cycles.  In this study, the cut-off allocation method was used, which entails that only the impacts directly caused by a product within a given life cycle stage are allocated to that product.  The LCA starts from extracting the raw material and doesn’t include the process that the raw material is created and ends with the demolition phase and doesn’t include the treatment of the demolished materials. Impact assessment methodology and categories selected State the methodology used to characterize the LCI results and the impact categories that will address the environmental and other issues of concern. The primary impact assessment method used in the New SUB LCA study was the Athena Impact Estimator developed by the Athena Institute with input and database information/ characterization factors from the Tool for the Reduction and Assessment of Chemical and other 10  environmental Impacts (TRACI), developed by the US Environmental Protection Agency (US EPA).  The impact categories selected and the units used to express them (i.e. category indicators) are listed below.  Acidification potential – H+ mol equivalents  Eutrophication potential – kg N equivalents  Fossil fuel consumption – MJ  Global warming potential – kg CO2 equivalents  Human health respiratory effects potential – kg PM10 equivalents  Ozone depletion potential – kg CFC-11 equivalents  Smog potential – kg O3 equivalents Short descriptions of each of these impact categories are provided in the Impact Assessment sub-section in Results and Interpretation. Interpretation to be used Statement of significant issues, model evaluation results and concluding remarks. Analysis and discussions of uncertainty, sensitivity, and functional units of this LCA study are contained in the Results and Interpretation section of this report, whereas concluding remarks are contained in the Conclusion. Assumptions Explicit statement of all assumptions used by the modeller to measure, calculate or estimate information in order to complete the study of the product system. As with data sources, there were two main areas where assumptions were integrated, which include – performing materials takeoffs of building assemblies and those contained within the Impact Estimator.  The details of the methods used in completing the material take offs on the building drawings are summarized in the Model Development section of this report. All of the inputs and assumptions associated with interfacing these takeoffs with the Impact Estimator are documented in the Input Document (Appendix A) and the Assumptions Document 11  (Appendix B) Assumptions were typically required in the development of building assembly information due to missing information as well as limitations in construction product Life Cycle Inventory (LCI) data and assembly characteristics in the Impact Estimator.   Assumptions regarding the completion of take offs to estimate material use, referenced LCI data and transportation networks have all been developed by the Athena Institute and are built into the Impact Estimator version 4.2  This information is proprietary; however, parts can be accessed through the inner workings report found on the Athena Institute webpage.1 Value choices and optional elements Details the application and use of normalization, grouping, weighting and further data quality analysis used to better understand the LCA study results. Value choices and optional elements were not included in this study due to limited time and resources; however, this report does provide sufficient documentation for its audience to carry out these types of analyses. Limitations Describe the extents to which the results of the modeling carried out on the product system accurately estimate the impacts created by the product system defined by the system boundary of the study. The following limitations should be considered when interpreting the results of this LCA study: System Boundary – Any of the impacts created or avoided through the reuse, recycling or waste treatment of the construction or demolition wastes emitted were outside the scope of this study. Data Sources and Assumptions – This LCA study used original architectural and structural drawings obtained to develop information on the building assemblies in the partial construction of the New SUB.  The resulting LCA models are specific to this building as their bill of materials reflect its unique design.  Furthermore, the life cycle inventory flows and their characterization predominantly reflect averages of industry processes and their impacts for North America.                                                            1 –V4.1 Software and Database Overview http://www.athenasmi.org/wp-content/uploads/2011/10/ImpactEstimatorSoftwareAndDatabaseOverview.pdf 12  Data quality requirements Qualitative and quantitative description of the sourced data used in the study including its age, geographical and technological coverage, precision, completeness, reproducibility and uncertainty.  The sources of data used in the development of this LCA study include those used to estimate results for the bill of materials, life cycle inventory (LCI) flows and the characterization of LCI flows. Bill of materials - Architectural and structural drawings were obtained to develop information on the building assemblies.  The precision of the quantity take offs does rely somewhat on the quantity takeoffs built into the Impact Estimator, as the quantity take offs from the drawings are input and completed by the Impact Estimator.  However, the use of the Impact Estimator does enable these results to be reproduced due to all results being documented in the Inputs and Assumptions Documents contained in Appendix A and B in this report.  LCI flows – The Athena LCI Database was the source of LCI data.  The quality of the data and modeling assumptions used to develop the Athena LCI Database (which is built into the Impact Estimator) was outside the time and resource constraints of this study.  However, some of this information can be accessed through the Athena Institute webpage’s Software database overview and the LCI Databases 2.  Generally speaking, this database is specific to the current North American context, and thus does create some geographic and temporal limitations on this study.  For instance, i) The construction product manufacturing as well as fuel refining and production LCI data is based on North American averages ii) The transportation matrix that estimates distances and modes for construction product transportation as well as construction and demolition wastes is specific to Vancouver, British Columbia iii) The LCI data and modeling parameters in the Impact Estimator were developed by the Athena Institute to reflect current circumstances and technologies.   Characterization factors – Documentation of the US EPA TRACI impact assessment method can be found on the US EPA website3.  Generally speaking, this method characterized LCI flows to reflect their potential to cause damage on average in North America.  Qualitative discussion of                                                           2 http://www.athenasmi.org/our-software-data/lca-databases/ 3 US EPA TRACI documentation -  http://www.epa.gov/nrmrl/std/traci/traci.html 13  the uncertainties present in the impact assessment results are contained in this report in the Impact Assessment sub-section of Results and Interpretation. Type of critical review A review of the methods, data, interpretations, transparency, and consistency of the LCA study. A critical review has not been carried out in the study; however, every effort has been made to be transparent about how the LCA study was developed. Type and format of the report required for the study Statement of the type and format followed by the report. This report followed the final report outline provided by Rob Sianchuk - the instructor of the LCA course this project was carried out under in the UBC Civil Engineering department. 3.0 Model Development The impact assessment model is developed from both the structure and envelope of the building, as well as the operational energy use of the building. The Athena Impact Estimator (IE) was the program used to generate the model of the New SUB Project. 3.1 Structure and envelope The structure and envelope portion of the model considers the physical materials incorporated into the structure.  3.1.1 Material Take-off Development The initial phase of the Life Cycle Assessment was the material take-off, the quantifying of all materials included within the scope of the study.  To complete this, OnCenter’s Onscreen Take-off (OST) software was utilized.  The OST software is a tool in which digital drawings are uploaded and serve as a backdrop for digitizing. Area, line and/or count conditions are created and elements of interest are traced, while the software utilizes the selected scale to output the measurements of the traced areas (Figure 6).  14   Figure 6: On Screen Takeoff User Interface Each condition has subsequent input fields where height, thickness and slope can be set to enable OST to generate the final quantities of interest as seen in Figure 7. Unlimited conditions can be created and organized through the use of layers and folders and the cumulative results can be displayed in the take-off tab of the software. Results can then be read directly from OST or exported in a spread sheet format for further organization/ manipulation in a program such as Excel.  Figure 7: On Screen Takeoff - Condition Properties Window 15  When creating conditions in OST the general nomenclature was used:  Assembly Group _ Assembly Type _ Assembly Name _ Additional Descriptors For example, the condition entitled “Exterior Wall _ GFRC Cladding _ EW1 _ 4300h” corresponds to an exterior wall with GFRC cladding. The assembly is defined as “EW1” in the architectural drawings and has a height of 4300mm.   Since several OST conditions were combined to produce single inputs in the IE the nomenclature was modified slightly to better represent the input logic used for the modeling: Assembly Group _ Modeled Assembly Sub-Structure _ Assembly Name _ Additional Descriptors The modified nomenclature for the above example appears as following “Exterior Wall _ Steel Stud _ EW1 _ GFRC Cladding”.  The modified nomenclature is used in both the IE software and the inputs and assumptions document. Correlation can be made from the OST nomenclature and the modified nomenclature by use of the Assembly Group, and the Assembly Name. Area, line and count conditions are the basis of all the material take-off conducted but were utilized in different ways to generate the results of interest, the details of which are described in section 3.1.2 Material Take-off Assumptions of this report.  The material-takeoff component was complete with no significant challenges. Since The NEW SUB is currently in construction the drawings were developed, detailed, clear and complete. Being provided the architectural drawings (Issued for Construction, May 7, 2012), specifications (Issued for Construction, May 7, 2012), schedules (Issued for Construction, May 7, 2012) and structural drawings (Issued for Construction, May 7 20120) we were able to extract all of the required information.    16  3.1.2 Material Take-off Assumptions This section further defines the take-off methods used for the different assembly groups as defined by the Athena Impact Estimator as well as the underlining assumptions which were made during modelling. The specific modeling inputs and assumptions for each input in the IE can be found in Appendix A and Appendix B respectively.  3.1.2.1 Foundations The Foundation assembly group includes the slab on grade (SOG), strip footings, pad footings and core footings as classified in the IE.  Area, linear and count conditions were used in the most basic form to complete the footing take-off. Area to measure the SOG and irregular shaped core footings, linear to measure the length of strip footings and count to count the different types of standardized pad footings. Conditions were created for the different footing depths so volumes could be determined.  The footing inputs in the IE are restricted to specified depths which did not always correspond to the actual depth. Because of this the unrestricted inputs were adjusted to maintain the overall volume of the structural element as described below.   Slab on grade input is limited to 100mm and 200mm thickness, for this building, it was primarily 125mm and 225mm thick slabs. In order to correlate the correct volumes, the area was factored up as the thickness of 100mm was chosen. There is no allowance to select reinforcement for this area. Strip footings were input as long linear sections. No input restrictions were encountered during modeling and so the appropriate length, width and height were entered into the IE. Concrete footings are limited to a range of 190 to 500mm thick in the Impact Estimator. The majority of footings were thicker than this, therefore the width of the footings were increased to make the equivalent volume of concrete match. Multiple identical footings were input by multiplying the length of the 17  footing by the number of footings counted. Rebar size was primarily 25M and 30M in the footings however the inputs were limited to 20M. 3.1.2.2 Beams and Columns The Beams and Columns assembly group includes all concrete columns (beams are included in the floor assembly group as slab bands were utilized in the design), all glulam columns and beams, and structural steel columns and beams (not included in the composite metal floor and roof assemblies)  Count conditions were used in OST to track the quantity of each column type, and area conditions were used to determine the supported area of the columns.   The IE uses the following primary input variables: number of beams, number of  columns, floor to floor height, bay size, span and live load. Due to the irregular layout of columns and supported areas the average bay and span spacing was used by taking the square root of the total supported floor area divided by the number of columns supporting the area. Furthermore, the IE assumes an average flyash content for concrete columns and was unable to be changed to %35 as per drawing specifications.  3.1.2.3 Floors The Floor assembly group is defined as any horizontal structural component confined by the exterior walls of the building. This includes both suspended concrete slabs and composite metal deck structures.   The area conditions in OST were used to quantify the floor slabs and to determine total material volume a layered approach was taken. The entire area of a given floor was measured and assigned the minimum thickness found in the slab. Any areas with a thickness above the minimum were subsequently measured and the difference in thickness was used to calculate the extra/over volume. While the take-off was conducted in this manor, the IE only utilizes the plan area for suspended slab inputs.  Due to the irregular layout of suspended slabs, the measured total area was divided by the average span to determine the floor width to be input in the IE. 18  The specified concrete strength for suspended slabs is 35MPa which was modeled as 30MPa as it was the closest available input in the IE.   3.1.2.4 Interior walls Interior walls consist of all walls within the building envelope including steel stud, wood stud, shaft walls, masonry walls, concrete walls and interior curtain walls. The components from sub structure up to and including paint were considered. Additional wall finishes such as decorative wood or acoustic panels were beyond the scope of this study.   The interior wall take-off consisted of three parts. Linear conditions were used on the plan drawings to measure the length of a wall type (including all doors and window openings) and the subsequent “height” field was filled with the appropriate height so the total wall area could be generated.  Area conditions were used on the elevation drawings to measure the window area within the walls and count conditions were used on the plan drawings to count the doors within the walls.   Conditions were created for each wall type, each window type within a given wall type and each door type within a given wall type. Figure 8 illustrates the condition combinations used to quantify a given wall assembly.    Figure 8: On Screen Take-Off - Interior Wall Conditions for a Given Wall Type There were several underline assumptions made to all interior wall material take-offs.   Wall heights were assumed to span floor to floor and no reduction was made for slab thickenings or slab bands.    Doors were modeled as standard 812mm x 2133mm size. Double doors were counted as two standard doors.  19   The specified abuse resistant gypsum board in corridors to a height of 1200mm above finished floor was ignored due to the inability of the IE to model different materials for a given layer.   Bulk heads and dropped ceilings were not included in the scope of this study.   Due to the limited size of the IE data base surrogate materials were required to model particular interior wall components. Surrogates were materials selected with the most similar material products. In the worst case some components could not be modeled at all. Table 2 lists the most common surrogates used for the interior walls Table 2: IE Surrogates for Interior Wall Components Material Specification IE Surrogate Material Black Mat Acoustical Blanket  Rockwool Bat Insulation (50mm) Coated Glass Mat Backer Board (16mm) Moisture Resistant Gypsum Board (16mm) Fireboard (16mm) Type X Fire Resistant Gypsum Board (16mm) Steel C-H Studs (100mm, 152mm) Steel Stud (92mm, 152mm) Steel Furring Channel (22mm, 41mm) Steel Stud (92mm, 92mm) Shaft Liner (19mm) Type X Fire Resistant Gypsum Board (16mm) Acoustic Sealant Omitted from Study Fabric Wrapped Acoustic Panels Omitted from Study Veneer Plywood Panels Omitted from study  3.1.2.5 Exterior Walls The exterior wall assembly group consists of all exterior facing walls and roof parapets (the projection of exterior wall above the roof line). The components from sub structure up to and including the exterior finishes were considered.  The exterior wall take-off consisted of three parts. Linear conditions were used on the plan drawings to measure the length of a wall type (including all doors and window openings) and the subsequent “height” field was filled with the appropriate height so the total wall area could be generated.  Area conditions were used on the elevation drawings to measure the window area (for punch 20  windows only, curtain walls were measured linearly) within the walls and count conditions were used on the plan drawings to count the doors within the walls. Careful consideration of wall height had to be made when conducting the exterior wall take-off. For a systematic approach, the assemblies were broken down on a floor by floor basis. The elevation and sections drawings were used to identify the given height of a wall type which was then measured on the plan view, one condition for each height. The area was generated from the length and height for each condition and the final quantity for each assembly was generated by the sum of these areas.  Once the total area was determined for a given wall type, it was divided by the total length of that wall type to approximate the average height for input into the IE.   There were no general assumptions applied to all exterior wall types, however, due to the limited size of the IE data base surrogate materials were required to model particular exterior wall components. Surrogates were materials selected with the most similar material products.  Table 3 lists the most common surrogates used for the exterior walls.  Table 3: IE Surrogates for Exterior Wall Components Material Specification IE Surrogate Material Aluminum Louver Cladding Steel Cladding – Commercial (26Ga) Corrugated Plastic Drainage Sheet Polyethylene Vapor Barrier (6mil) Curtain Wall – Double Glazed, Low-E, Argon Curtain Wall – Double Glazed Standard Curtain Wall - Triple Glazed Argon Curtain Wall – Double Glazed Standard Fiberglass Faced Exterior Sheathing (16mm) Moisture Resistant Gypsum Board (16mm) GFRC Cladding Fibre Cement Siding High Density Polyethylene Drainage Mat Polyethylene Vapor Barrier (6mill) HSS Support Framing Heavy Gauge, Load Bearing Steel Stud Mineral Fibre Board Insulation Rockwool Batt Insulation Prefinished Aluminum Cladding Steel Cladding – Commercial (26Ga) Protection Board (25mm) Extruded Polystyrene Insulation (25mm) Self-Adhesive Air/Vapour Barrier  Polyethylene Vapor Barrier (6mil) Spray Applied Rubber Transition Membrane EPDM Membrane Standing Seam Zinc Roof Wall Steel Cladding – Commercial (26Ga) Torch-on Sheet Waterproofing 2-ply SBS membrane 21  3.1.2.6 Roofs The roof assemblies include all horizontal surfaces exposed to exterior space including roofs, terraces, and patios and soffits. The components from sub structure (excluding beams except for composite deck, and wood truss assemblies) up to and including the exterior finishes were considered.  The roof take-off utilized the area condition to measure the roof area from the plan drawings. If the roof contained a slope, it was determined from the sections/elevations and input into the “slope” field of the area condition. With this information, the OST software automatically adjusts the measured plan area to account for the roof slope.    All of the roofing assemblies utilized a modified bitumen membrane which was modeled with a pre-defined envelope assembly in the "Modified Bitumen Membrane Roofing System" category of the IE. To determine the materials included in this assembly an isolated system was created and bill of materials generated. As a result it was noted that the pre-defined system includes a modified bitumen membrane, protection board, insulation, and roof sheathing. Furthermore, it was noted that the insulation quantity is the only one which varied with the input thickness and so the specified roof insulation thickness was used as the governing value for the input roof assembly. If a roofing assembly did not contain one of the above material components it was unable to be removed from the IE. If the assembly contained more material components, they were added as subsequent envelope materials.   Due to the limited size of the IE data base surrogate materials were required to model particular roof and soffit components. Surrogates were materials selected with the most similar material products. In the worst case some components could not be modeled at all. Table 4 lists the most common surrogates used for the roofs and soffits. 22  Table 4: IE Surrogates for Roof Components Material Specification IE Surrogate Material Acoustic Metal Deck Pre-Engineered Metal Deck System + Acoustic Insulation (92mm) CLT Wood Deck Plywood Deck Entangled Nylon Fibre Drainage Mat Spunbond Polyethylene Air barrier GFRC Cladding Fiber Cement Siding Gravel Fill (75mm) Roof Ballast HDPE Drainage Board Polyethylene Vapor Barrier (6mil) Metal Deck Pre-Engineered Metal Deck System Mineral Fibre Board Insulation Rockwool Bat Standing Seam Zinc Roof wall Steel Cladding – Commercial 26 (Ga) + Pre-Engineered Metal Roof System Spray Fireproofing Type X Fire Resistant Gypsum Board (16mm) Play Surface Omitted from Study Landscape Buildup Omitted from Study Leak Detection System Omitted from Study  3.2 Energy Use Phase The energy use phase of the model considers the operational energy consumed by the building by source.  3.2.1 Energy Use Development In our model, the energy consumption during the use phase of the New SUB Project was based on an energy simulation report generated by the energy consultants, Halsall, dated June 14, 2012.  The energy simulation is based on the following modelling inputs: Building Envelope  R-25 wall  R-30 roof  Triple glazed windows  High efficiency curtain wall  Skylights along central atrium 23   49% window to wall ratio Lighting   6.8W/m2 lighting power density  Occupancy sensors located throughout the building  Daylight harvesting along perimeter and in atrium Heating  81.2% seasonal efficiency  Heat recovery from electrical rooms (150kW of heat reclaim) Cooling  High efficiency heat pumps  Water cooled chillers  Solar driven absorption chiller Fans & pumps  Premium efficiency motors  Variable speed drives Service Hot Water  Low flow fixtures  75 Viessmann solar thermal panels (generating approx.. 135,000 ekWh/yr)  Detail assumptions, uncertainties and sources of error within the energy model are beyond the scope of this report.  3.2.2 Energy use Assumptions The results of the energy report were presented in ekWh/yr. The electrical consumption was input directly into the IE however the natural gas consumption had to be converted from eKwh/year to m3/year using the following conversion: thermmxekWhthermxyrekWh 37902.2307.29 24  4.0 Results and Interpretation The following section presents the quantified results of material quantities and energy consumption of the model generated in section 3.0 Model Development.    4.1 Inventory Analysis Inventory analysis is the phase of LCA in which inputs and outputs are compiled and quantified.  4.1.1 Bill of Materials Once the building model was developed as described in section 3.0 Model Development the Athena IE was used to generate a Bill of Materials (BOM), a list of materials and quantities which fall within the scope of the study. The complete Bill of Materials for the New SUB Project by assembly type and for the total building can be found in  Appendix C.   Since the materials are presented with different functional units it is difficult to make a finite comparison to determine which materials are present in the greatest quantity, however, there are several values which stand out in importance and in magnitude. The five main materials of interest are Concrete 30 MPa (flyash 35%), 1/2"  Fire-Rated Type X Gypsum Board, Ballast (aggregate stone), Modified Bitumen Membrane and Rebar, Rod, Light Sections. The validity of these quantities is discussed below, and a sensitivity analysis of these materials is conducted in section 4.2 Sensitivity Analysis.  4.1.1.1 Concrete 30MPa (flyash %35) Cast in place concrete is the primary construction material of the New SUB project and as such, deserves critical evaluation. A quick check can be made on concrete volumes by use of the volume to gross square foot ratio. Industry standard for large scale commercial buildings lies in a range between 0.041 m3/GSF and 0.044m3/GSF. Since composite deck, metal deck and cross laminated panels are used in addition to cast in place concrete, one would expect the ratio of the New SUB Project to be at the lower end of the range. With the generated bill of materials the concrete volume to gross square foot ratio was determined to be 0.061 m3/GSF.  25  With a concrete ratio well above industry average, it is important to identify where an over estimate may have occurred. As described in section 3.0 Model Development above, the actual concrete volume was maintained for the input of footing assemblies and for the most part, the wall assemblies as well. The main source of uncertainty lies within the floors, roofs and columns and beams assemblies.  The method used to determine column and beam sizing is completely dependent upon the metrics built into the Impact Estimator.  That is, the IE calculates the sizing of beams and columns based on the following inputs; number of beams, number of columns, floor to floor height, bay size, supported span and live load.  The IE uses this information to internally develop a basic symmetrical column layout and conduct calculations to determine the column size. Additionally these calculations don't consider the shear walls throughout the building (which provide most of the support to the floors) and would likely result in larger column size estimates than required.  Similar to the columns the IE calculates suspended slab sizes based on several inputs: floor width, span, concrete strength, concrete flyash content and live load. With this information the IE develops a slab layout and determines the required slab thickness. Since the built in calculations are unknown, it provides substantial uncertainty in the results. 4.1.1.2 Rebar Like concrete volume, a quick check can be made on the rebar quantity based on a ratio. The ratio of interest is rebar weight to concrete volume with the average value for a concrete structure being 190 lb/cy – 210 lb/cy. Based on our bill of materials, the weight per volume ratio of our structure is 99 lb/cy. Since the concrete is suspected to be high, naturally the rebar weight to concrete volume ratio would be skewed on the low end.  However, a difference of %100 is far too great to be associated entirely with an over estimate of concrete.  Similarly to concrete volume, the rebar quantity is calculated based on the built in metrics of the IE. The rebar input for foundation, columns and beams, floors, 26  walls and roofs is a single choice of rebar size, either 15M or 20M. Based on the modelling assumptions made, it is known that the rebar in the footing assembly is under estimated since 20M bar was used in place of 25M and 30M bar, however without being familiar with the inner workings of the IE it is difficult to trace any potential source of error for the remaining assemblies which used the correct rebar size input.  4.1.1.3 Modified Bitumen Membrane The modified bitumen membrane is mostly prevalent in the roof structure with additional contributions from the exterior walls. The quantity presented in the bill of materials is greater than many of the other materials and so a closer look is warranted.  The location of modified bitumen specified by the drawings was very clear and no assumptions had to be made during the roofing take-off. A Modified bitumen membrane was, however, used as a surrogate material for the torch on sheet waterproofing below grade.  However, since this product also contains modified bitumen, the choice of surrogate would have little impact on the results.  The key uncertainty in the presented value is based on the built in metrics of the IE which converts an input roof area into a weight of modified bitumen. The assumptions made in the conversion are untraceable and so the validity of the output is hard to verify.   4.1.1.4 Roof Ballast The roof ballast is another material in the bill of materials with a quantity magnitude greater than others. Similar to the bitumen membrane the location of roof ballast is well defined and leaves no uncertainty at the material take-off stage.  The key uncertainty in the final value is based on the built in metrics of the IE which converts an input roof area into a weight of modified bitumen. The assumptions made in the conversion are untraceable and so the validity of the output is hard to verify.   27  4.1.1.5 Type X Gypsum Type X Gypsum board is present in the greatest quantity over the other gypsum products and the primary contributor are the interior wall assemblies. Due to the assumptions and substitutions made at the modelling stage, it is known that the quantity in our materials is an over estimate.  Since the wall height was assumed to be top of slab to top of slab the actual wall height was not accurately represented. In reality the interior walls span from top of slab to bottom of slab and thus the height was over estimated by the floor thickness (200mm on average). Additionally, since the abuse resistant drywall to 1200mm in all corridors was omitted there was no reduction to the outer gypsum board layer (where abuse resistant drywall would be located instead) which was most commonly Type X gypsum board.  Type X gypsum board was also used a surrogate for several fire resistant materials (fireboard, shaft liner and spray fireproofing) which would also contribute to an over estimate of material.  4.1.2 Energy Use The results extracted from the Halsall energy simulation report are displayed in Figure 9. Discussions with the consultant clarified that the energy used by heating and hot water is supplied by natural gas and the remainder of the energy is supplied by electricity. Table 5 summarizes the energy consumption by source per year and by total over the 50 year design life of the building. 28   Figure 9: Halsall Energy Simulation Results Table 5: Energy Consumption by Source  End Use Electricity Natural Gas    ekWh/yr ekWh/yr   Lighting 335,631.00 -   Equipment 112,178.00 -   Heating - 668,193.00   Cooling 9,678.00 -    Pumps 35,452.00 -   Fans 132,407.00 -   Hot Water - 1,379.00   Annual Total 625,346.00 669,572.00     Design Life Total 31,267,300.00 33,478,600.00   4.2 Impact Assessment Impact assessment is the phase on LCA aimed at understanding and evaluating the magnitude and significance of the potential environmental impacts for a product system through the life cycle of a product. For the New SUB Project the impact assessment included a review of the impact categories, a sensitivity analysis, uncertainties, and the functions and impacts.  29  4.2.1 Impact Categories The model created in the Impact Estimator was used to produce outputs indicating the impacts across seven categories through each lifecycle stage. The categories are referred to as impact categories and consist of: acidification potential, eutrophication potential, fossil fuel consumption, global warming potential, human health criteria, ozone depletion potential, and smog potential. 4.2.1.1 Acidification Potential Acidification potential describes the ability of certain gases to react with water to produce compounds dangerous to human, animal, and plant health. Such reactions include: CO2 (aq) + H2O = CO32− + 2 H+, the 2 H+ decreasing the ph and increasing the acidity of sea water leading to disrupted biological processes, and extinction. Other implicated gasses include sulfur dioxide (SO2), nitrogen oxides (NOx), ammonia (NH3). The category indicator is H+ equivalence (moles of H+ eq). Figure 10 presents the acidification potential of the New SUB Project, as calculated from our building model, broken down by assembly group. These results are expanded upon in Appendix D by including a breakout by life cycle stage.    Figure 10: Category Indicator - Acidification Potential 3.96E+05 1.59E+05 5.64E+05 9.06E+05 9.68E+05 3.28E+05 7.04E+06 0.00E+001.00E+062.00E+063.00E+064.00E+065.00E+066.00E+067.00E+068.00E+06Category Indicator (moles of H+ eq) Assembly Group Acidification Potential 30  4.2.1.2 Eutrophication Potential  Eutrophication potential is defined by weight of nitrogen equivalence (kg N eq). Nitrogen and associated compounds runoff into aquatic ecosystems and encourages the growth of algae and aquatic weeds which can crowd out existing species and lead to oxygen depletion and effective poisoning. A common contributor is nitrogen heavy fertilizer for use in agriculture. Effects include toxicity to human, aquatic mammals and potential death in fish and shellfish. Figure 11 presents the eutrophication potential of the New SUB Project, as calculated from our building model, broken down by assembly group. These results are expanded upon in Appendix D by including a breakout by life cycle stage.    Figure 11: Category Indicator - Eutrophication Potential    3.05E+02 5.69E+02 9.24E+02 6.53E+02 5.86E+02 3.27E+02 3.84E+03 0.00E+005.00E+021.00E+031.50E+032.00E+032.50E+033.00E+033.50E+034.00E+034.50E+03Category Indicator (kg N eq) Assembly Group Eutrophication Potential 31  4.2.1.3 Fossil Fuel Consumption Fossil fuels (coal, petroleum, and natural gas) are decomposed organic compounds which, when burnt, produce high energy per mass yields and high emissions (carbon, methane, sulphur etc.). They account for approximately 80% of global energy use and have several impacts: emission of ecologically damaging compounds (including those above and those implicated as detrimental to human health, and ecosystem health, oceans, forests, etc.), depletion of non-renewable resources, and important international relations/ diplomatic issues (war, etc.). The category indicator is megajoules (MJ) which describes energy expended through these sources. Figure 12 presents the fossil fuel consumption equivalent of the New SUB Project, as calculated from our building model, broken down by assembly group. These results are expanded upon in Appendix D by including a breakout by life cycle stage.    Figure 12: Category Indicator - Fossil Fuel Consumpti 9.84E+06 8.10E+06 1.87E+07 2.01E+07 2.03E+07 2.15E+07 2.56E+08 0.00E+005.00E+071.00E+081.50E+082.00E+082.50E+083.00E+08Category Indicator (MJ) Assembly Group Fossil Fuel Consumption 32  4.2.1.4 Global Warming Potential  Global warming describes high and rising temperatures worldwide due to a complex weave of dynamic earth processes, some attributed to human activities: the greenhouse effect. Here we use a category indicator of weight of CO2 equivalence (kg CO2 eq) to describe carbon dioxide’s role in increasing the atmospheres capacity to absorb infrared radiation (i.e. warming). Endpoints include agricultural effects (draught), species effects (diseases such as malaria), and increasing tropical storms. Figure 13 presents the global warming potential of the New SUB Project, as calculated from our building model, broken down by assembly group. These results are expanded upon in Appendix D by including a breakout by life cycle stage.    Figure 13: Category Indicator - Global Warming Potential   1.21E+06 4.92E+05 1.72E+06 1.84E+06 1.69E+06 9.23E+05 1.70E+07 0.00E+002.00E+064.00E+066.00E+068.00E+061.00E+071.20E+071.40E+071.60E+071.80E+07Category Indicator (kg CO2 eq) Assembly Group Global Warming Potential 33  4.2.1.5 Human Health Respiratory Effects Potential  Human health criteria describe the weight of air borne particulate matter less than 10 μm (kg PM10 eq). Particulate emissions can contribute to respiratory problems, asthma and chronic bronchitis, as well as birth defects: premature and low weight births. The endpoint recipient is human health, and the midpoint would be particulate matter such as fly ash, tobacco smoke, smog contributor (S02) etc. Figure 14 presents the human health respiratory effects potential of the New SUB Project, as calculated from our building model, broken down by assembly group. These results are expanded upon in Appendix D by including a breakout by life cycle stage.    Figure 14: Category Indicator - Human Health Respiratory Effects    4.93E+03 1.26E+03 6.05E+03 1.84E+04 2.45E+04 4.53E+03 7.26E+04 0.00E+001.00E+042.00E+043.00E+044.00E+045.00E+046.00E+047.00E+048.00E+04Category Indicator (kg PM10 eq) Assembly Group Human Health Respiratory Effects 34  4.2.1.6 Ozone Depletion Potential  Ozone depletion potential describes the emission of certain substances’ potential to change stratospheric ozone levels from steady state, increasing the atmospheres absorption of infrared radiation. We use kg of CFC-11 equivalence, chlorofluorocarbons being the major contributor implicated in ozone depletion. Endpoints include agricultural and human health effects and material damage Figure 15 presents the ozone depletion potential of the New SUB Project, as calculated from our building model, broken down by assembly group. These results are expanded upon in Appendix D by including a breakout by life cycle stage.    Figure 15: Category Indicator - Ozone Depletion Potential     5.79E-03 1.25E-03 6.72E-03 7.21E-03 1.44E-02 6.51E-03 4.19E-02 0.00E+005.00E-031.00E-021.50E-022.00E-022.50E-023.00E-023.50E-024.00E-024.50E-02Category Indicator (kg CFC-11 eq) Assembly Group Ozone Depletion Potential 35  4.2.1.7 Smog Potential  Smog potential describes a given emissions’ influence on photo-chemical ozone formation which contributes to human health effects: emphysema, bronchitis and asthma and possible plant and animal effects.  It’s represented in terms of kg O3 eq. Implicated compounds include nitrogen oxides and volatile organic matter associated with industrial activity and fossil fuel consumption. Figure 16 presents the smog potential of the New SUB Project, as calculated from our building model, broken down by assembly group. These results are expanded upon in Appendix D by including a breakout by life cycle stage.    Figure 16: Category Indicator - Smog Potential      1.50E+05 3.97E+04 1.95E+05 1.83E+05 1.79E+05 7.03E+04 8.60E+05 0.00E+001.00E+052.00E+053.00E+054.00E+055.00E+056.00E+057.00E+058.00E+059.00E+051.00E+06Category Indicator (kg O3 eq) Assembly Group Smog Potential 36  4.2.2 Uncertainty Uncertainty exists in all phases of life cycle assessment from the definition of the Goal and Scope, to the Inventory Analysis and to the Impact Assessment itself. Uncertainly in these phases occurs primarily due to data uncertainty, model uncertainty, uncertainty due to choices, temporal variability, spatial variability, variability between objects/ sources and human mistakes.   The focus of uncertainty for this report is that attributed to data uncertainty, model uncertainty, uncertainty due to choices and uncertainty due to mistakes.  Data uncertainty occurs in our project at the material take-off level as a result of unknown information. Since the drawings and specifications for the New SUB Project were complete and well detailed there was no significant unknown information in regards to the material composition of the building.  Modeling uncertainty is most prevalent in this study given the layout of the Athena Impact Estimator software. The IE was developed with preliminary design in mind and because of this; it requires minimal inputs for specific assembly groups and conducts various back ground calculations to fill in the missing information. When a complete set of information is known, it becomes difficult to properly model in the IE without careful analysis at each step of the process to very that the calculated quantity is within acceptable limits of the actual quantity. At times, assumptions are made that cannot be avoided, for example, it was noted that drywall tape and compound was applied to every input containing gypsum board, when in reality, exterior gypsum sheathing, and primary layers of a double layered gypsum wall do not have these materials. While the impacts of the added material are likely small it demonstrates that the program does not have the capability to generate very specific models.  Uncertainty due to choices arises in all stages in the generation of this model. In the goal and scope it was decided that the system boundary will include footings, columns and beams, floors, interior walls, exterior walls and roofs. The impacts of earthworks, landscaping, mechanical, electrical, and interior finishes are not included and the significance of the impacts associated with these categories is not known. At the material take-off phase, the choices in how to conduct the estimate and to what degree 37  of accuracy will influence the final result. For example, we decided to estimate interior wall heights from top of slab to top of slab to increase the efficiency of the take-off phase; however this results in higher estimates and the extend of the impact is not known without further investigation. In the modeling phase, assumptions were made when deciding on surrogate materials. While every effort was made to choose materials similar in properties it is unknown if the associated summary measures across all life cycle stages were similar as well.  Uncertainty due to mistakes also arises in all stages in the generation of this model. During the take-off phase it is possible to miss identify material specifications and material dimensions. It is also possible that materials were overlooked entirely. In addition, since the quantities are digitized from digital drawings the accuracy of the “tracing” will contribute a component of error to the results. When working with the Athena Impact Estimator, it becomes difficult to track the large quantity of assemblies and their associated values and the sheer volume of data entry required lends itself to human error. While measures were taken to minimize human error, such as the creation of a nomenclature system to track assemblies from OST to the IE, and careful review of the model and bill of material results the potential for errors still exists.   4.2.3 Sensitivity Analysis A sensitivity analysis was carried out on the five building materials identified in section 4.0 Results and Interpretation (Concrete 30 MPa (flyash 35%), 5/8" Fire-Rated Type X Gypsum Board, Ballast (aggregate stone), Modified Bitumen Membrane and Rebar, Rod, Light Sections, to provide clearer understanding of the impacts due to errors in measurement and more importantly the impacts associated with specific building materials in the context of a whole building.    Additionally, a sixth case was completed in order to look at the impacts of choosing a high flyash (35%) concrete for this building compared to the impact that would have occurred if an average flyash content (9%) was used.  The analysis was conducted with the use of the “extra basic material” input of the Impact Estimator. An additional ten percent of the material in question was added to the baseline model and the change in impact was analysed. Since the analysis was 38  primarily conducted to compare the impacts of various materials, it was decided to exclude the impacts associated with operational energy from both the baseline and 10% added material models as they would dilute the results significantly.  The relative sensitivity comparison was completed for each of the following impact categories presented in section 4.2.1 4.2.3.1 Sensitivity Analysis – Acidification Potential While concrete dominates this sensitivity category as seen in (Figure 17), it is noted that the rebar and bitumen membrane have a significant impact relative to their quantities in the building compared to concrete. It is possible that PVC in a modified bitumen membrane could attribute to the creation of hydrogen ions and thus create a higher sensitivity  Figure 17: Sensitivity Analysis - Acidification Potential   0.49% 3.13% 0.01% 0.15% 0.83% 5.89% 0.00%1.00%2.00%3.00%4.00%5.00%6.00%7.00%CASE 1 - Plus 10%RebarCASE 2 - Plus 10%Concrete (30 Mpa(35% Flyash)CASE 3 - Plus 10%Ballast (aggregatestone)CASE 4 - Plus 10%5/8" Type X GypsumBoardCASE 5 - Plus 10%Modified BitumenMembraneCASE 6 - ConcreteSubstitution (35% toAverage Flyash Use)Increase over Base Case Acidification Potential  (moles of H+ eq) 39  4.2.3.2 Sensitivity Analysis – Fossil Fuel Consumption Sensitivity to impacts on the Fossil Fuel Consumption showed in Figure 18 highlights a significant impact of cementations products and modified bitumen roofing membrane and moderate impact of rebar.  The low impact of a variable quantity of gypsum and ballast show that any significant change of this product or error in their measurement will result in very little impact to the fossil fuel consumption.  With the building utilizing a high fly ash substitution for cement in the concrete mix, the sensitivity shows a 2.68% savings in additional energy consumption by substituting regular concrete with one that has a 35% cement reduction.   Figure 18: Sensitivity Analysis - Fossil Fuel Consumption     1.32% 2.75% 0.02% 0.22% 2.77% 2.68% 0.00%0.50%1.00%1.50%2.00%2.50%3.00%CASE 1 - Plus 10%RebarCASE 2 - Plus 10%Concrete (30 Mpa(35% Flyash)CASE 3 - Plus 10%Ballast (aggregatestone)CASE 4 - Plus 10%5/8" Type X GypsumBoardCASE 5 - Plus 10%Modified BitumenMembraneCASE 6 - ConcreteSubstitution (35% toAverage Flyash Use)Increase over Base Case Fossil Fuel Consumption (MJ) 40  4.2.3.3 Sensitivity Analysis – Eutrophication Potential  As seen in Figure 19 concrete and rebar have the most significant impact to the eutrophication potential and thus a substitution of these materials, or an error in their take-off quantity will the most significant impact on this category.  Figure 19: Sensitivity Analysis - Eutrophication Potential 4.2.3.4 Sensitivity Analysis – Global Warming Potential  Figure 20 highlights the implications of the use of concrete and the resultant CO2 emissions. The production of cement includes a significant release of carbon dioxide through the calcining process of conveyor limestone into lime (CaCO3 2), through this process, approximately 44% of the limestone weight is lost as carbon dioxide, thus having a significant impact to the global warming potential. In comparing Case 2 to Case 6, it can be concluded that in order to achieve the same global warming savings potential as using a high cement reduction concrete mix, the designers need to use nearly 20% less regular concrete. The primary drawback to this choice could be in areas where high strength is required from the concrete at an early age since fly ash concrete comes up to strength at a slower rate than regular concrete. 3.25% 2.28% 0.01% 0.20% 0.17% 3.93% 0.00%0.50%1.00%1.50%2.00%2.50%3.00%3.50%4.00%4.50%CASE 1 - Plus 10%RebarCASE 2 - Plus 10%Concrete (30 Mpa(35% Flyash)CASE 3 - Plus 10%Ballast (aggregatestone)CASE 4 - Plus 10%5/8" Type X GypsumBoardCASE 5 - Plus 10%Modified BitumenMembraneCASE 6 - ConcreteSubstitution (35% toAverage Flyash Use)Increase over Base Case Eutrophication Potential (kg N eq) 41   Figure 20: Sensitivity Analysis - Global Warming Potential  4.2.3.5 Sensitivity Analysis – HH Respiratory Effects Figure 21 highlights the relationship of ballast or other aggregates to human health respiratory effects. Other sensitivities of this product on the other impact categories showed an overall impact of less than 0.02%, however in this impact category, the impact is 0.63% or over thirty times the relative impact of this product on the other impact categories. The production of dust, especially silica, in the crushing and handling of aggregate can result in significant impacts to the HH respiratory effects as this figure has shown. 0.63% 4.30% 0.02% 0.17% 0.67% 7.47% 0.00%1.00%2.00%3.00%4.00%5.00%6.00%7.00%8.00%CASE 1 - Plus 10%RebarCASE 2 - Plus 10%Concrete (30 Mpa(35% Flyash)CASE 3 - Plus 10%Ballast (aggregatestone)CASE 4 - Plus 10%5/8" Type X GypsumBoardCASE 5 - Plus 10%Modified BitumenMembraneCASE 6 - ConcreteSubstitution (35% toAverage Flyash Use)Increase over Base Case Global Warming Potential (kg CO2 eq) 42   Figure 21: Sensitivity Analysis - HH Respiratory Effects potential  4.2.3.6 Sensitivity Analysis – Ozone Depletion Potential As seen in Figure 22, of the products included in the sensitivity analysis, cement usage in connection with the measured concrete consumption has significant impacts to the overall results of ozone depletion.   Figure 22: Sensitivity Analysis - Ozone Depletion Potential  0.09% 2.30% 0.63% 0.04% 0.34% 3.56% 0.00%0.50%1.00%1.50%2.00%2.50%3.00%3.50%4.00%CASE 1 - Plus 10%RebarCASE 2 - Plus 10%Concrete (30 Mpa(35% Flyash)CASE 3 - Plus 10%Ballast (aggregatestone)CASE 4 - Plus 10%5/8" Type X GypsumBoardCASE 5 - Plus 10%Modified BitumenMembraneCASE 6 - ConcreteSubstitution (35% toAverage Flyash Use)Increase over Base Case HH Respiratory Effects Potential (kg PM10 eq) 0.00% 3.83% 0.00% 0.05% 0.00% 9.07% 0.00%1.00%2.00%3.00%4.00%5.00%6.00%7.00%8.00%9.00%10.00%CASE 1 - Plus 10%RebarCASE 2 - Plus 10%Concrete (30 Mpa(35% Flyash)CASE 3 - Plus 10%Ballast (aggregatestone)CASE 4 - Plus 10%5/8" Type X GypsumBoardCASE 5 - Plus 10%Modified BitumenMembraneCASE 6 - ConcreteSubstitution (35% toAverage Flyash Use)Increase over Base Case Ozone Depletion Potential (kg CFC-11 eq) 43  4.2.3.7 Sensitivity Analysis – Smog Potential  As seen in figure 23, cement usage in connection with the measured concrete consumption has significant impacts to the overall results of smog potential.  Figure 23: Sensitivity Analysis - Smog Potential  4.2.4 Functions and Impacts In order to put the calculates data in context, and make comparisons to similar structures, an assessment of the buildings function needs to be completed and functional units need to be defined.  4.2.4.1 Building Functions The purpose of New SUB Project was intended to provide a building that combines four main functions:  Provide central social and recreational areas  Provide central space with bookable rooms for student use  Provide an area for the AMS offices and clubs  Provide central food and retail services 0.26% 4.83% 0.02% 0.06% 0.12% 8.62% 0.00%1.00%2.00%3.00%4.00%5.00%6.00%7.00%8.00%9.00%10.00%CASE 1 - Plus 10%RebarCASE 2 - Plus 10%Concrete (30 Mpa(35% Flyash)CASE 3 - Plus 10%Ballast (aggregatestone)CASE 4 - Plus 10%5/8" Type X GypsumBoardCASE 5 - Plus 10%Modified BitumenMembraneCASE 6 - ConcreteSubstitution (35% toAverage Flyash Use)Smog Potential  (kg Nox eq) 44  As seen from our functional area take-off (Table 6) the primary spaces provided are atriums/ hallways / lounges, office/ club rooms, study/ bookable rooms and food services space which directly reflect the goals defined set out by the AMS. In addition the New Sub provides auditoriums, a ball room, commercial retail units, storage rooms, washrooms and storage space. It should be noted that the measured functional area is less than the measured gross square foot (GSF) area because unlike the standard GSF measurement, functional area does not include inaccessible space such as mechanical shafts, elevator shafts, wall footprints, etc.  Table 6: Functional Areas Functional Use Floor Area m2 ft2 % Atriums/ Hallways/ Lounges 6,175 66,474 34% Auditoriums/ Lecture halls 358 3,854 2% Ballroom 815 8,773 5% Commercial Retail Units 875 9,419 5% Food Prep/ Food Services/ Kitchens/ Restaurants 1,989 21,412 11% Mechanical Rooms 1,753 18,871 10% Office/ Club Rooms 3,386 36,450 19% Stairwells 715 7,697 4% Storage Rooms 370 3,983 2% Studio Space 252 2,713 1% Study/Bookable Rooms 951 10,237 5% Washrooms/Locker Rooms 402 4,328 2% Total 18,041 194,211 100%  The atriums, hallways, and lounges all contain seating, desks, and study space, which along with the open nature of the walkways and the location of surrounding areas provide a functional corridor between areas, utilising the available space efficiently.  This open floor plan also allows for the reassignment of space as the needs of the stakeholders change over the projected 50 year lifespan of the building.  The amount of food services and retail space also allows for revenue within the building, allowing for the majority of students, faculty, and campus guests, to find what they require in one central building.   45  4.2.4.2 Functional Unit In Life Cycle Assessments, a “functional unit” is used to quantify the performance of a product system for use as a reference base unit. Using appropriate functional units, comparisons can be made across a wide selection of product systems. In the context of our report, the functional units can be compared to those of similar buildings for comparative analysis.   The functional units for this study are, category indicator: 1. per general building square foot constructed  2. per specific building square foot constructed 3. per generic cubic foot constructed  The first method evaluates the environmental impact over the gross square foot (GSF) area of the entire facility. The second is used to gain insight into the concentrated impact for specific functional areas within the building.  The third method looks at the total volume of the structure, this measurement can help to put in the context of the environmental impact when used in conjunction to method 1 since it helps to understand buildings that may have large open spaces such as atriums or stadiums.   Table 7 and Table 8 summarize the resulting functional units, as described above, for the New Sub Project. 46  Table 7: Functional Units - Per Building Size   Table 8: Functional Units - Per Specific Floor Area   47  5.0 Conclusions Through the Life Cycle Assessment process the environmental impacts of The NEW Sub Project were critically analyzed and quantified. The system boundary consisted of foundations, columns and beams, floors, interior walls, exterior walls and roofs in addition to the operating energy consumption of the building.  The environmental impacts were presented as category indicators across the following impact categories: acidification potential, eutrophication potential, fossil fuel consumption, global warming potential, human health and respiratory effects, ozone layer depletion potential and smog potential. The resulting category indicators for each impact category were transposed into functional units which serve as a basis of comparison across similar product systems. Since the New SUB Project is unique in its function compared to existing buildings in the UBC LCA project database impact comparisons were not developed and the presented results serve as a baseline of comparison for studies.  A sensitivity analysis was conducted on the five materials present in the greatest quantity for two reasons. First, to determine the magnitude of error associated with any uncertainties in the material-takeoffs and building model and second, to determine which materials present the greatest environmental impact in the context of a whole building. The latter being a significant use of LCA in the design phase to aid in the selection of the most environmentally sustainable materials.  The materials evaluated in the sensitivity analysis were Concrete 30MPa (flyash 35%), 1/2"  Fire-Rated Type X Gypsum Board, Ballast (aggregate stone), Modified Bitumen Membrane and Rebar and Concrete 30MPa (flyash 35%) was discovered to have the most significant impact across all assembly measures by several orders of magnitude.  The sensitivity analysis continued with a comparison of the impacts associated with the use of normal concrete, containing 9% cement reduction by use of flyash, to the concrete specified for the New SUB Project, containing a 35% cement reduction. The category indicators associated with the use of normal concrete was substantially greater across all impact categories. For Global Warming Potential, the primary impact category of interest, the average concrete resulted in a 7.4% increase in kg CO2 eq over the baseline case of 35% cement reduced concrete. Considering 9% cement reduced concrete was the minimum we could evaluate, the reduction value comes close to the anticipated 10% difference between a 0% cement reduction and 35% cement reduction provided by the structural consultants.  Energy use data was provided in an energy simulation report from Halsall constants and input directly into the Impact Estimator. It was noted that the category indicators due to energy use are significant 48  over the design life of a structure, and for many impact categories, are greater than those associated with material manufacturing, construction, maintenance and decommissioning combined. This observation highlights the importance of innovative and sustainable design of mechanical and electrical systems.  Uncertainly in this assessment is primarily attributed to the nature of the Impact Estimator. Some assemblies require minimal input leaving the built in metrics to calculate the resulting material quantity. The assemblies which utilize the most built in calculations are those associated with the structure and as shown by the sensitivity analysis any inaccuracies in concrete volume will have the greatest effect on the overall results.  We feel that the modelling uncertainties warrant a critical review of the bill of materials to further refine the accuracy of the model. It is recommended that a conventional structural take-off be complete and material volumes compared to those generated by the Impact Estimator to verify the accuracy of the results. Refinement can be made as necessary using the conventional structural assembly inputs or the total volume could be placed directly into the extra basic materials input. The sensitivity analysis should be expanded to include all materials present in the structure to identify other significant materials which may require a quantity comparison.  Furthermore, we feel that the system boundary is quite restrictive and a model containing all associated earthwork, landscape, mechanical, electrical and interior finishes would be an asset to evaluate the relative significance of these assembly groups and comment on the validity of our chosen system boundary in regards to total environmental impacts of The New SUB Project.         Appendix A – IE Inputs                  Known/Measured IE Inputs1.0  Foundation1.1 Concrete Footing1.1.1 Concrete Footing _ F1Quantity (ea) 15.00                                                             1.00                                                                                                Length (m) 2.50                                                               37.50                                                                                              Width (m) 2.50                                                               2.50                                                                                                Thickness (mm) 400.00                                                          400.00                                                                                            Total Volume (m3) 37.50                                                             37.50                                                                                              Concrete (MPa) 30.00                                                             30.00                                                                                              Concrete Flyash (%) 35.00                                                             35.00                                                                                              Rebar (M) 15.00                                                             15.00                                                                                              1.1.2 Concrete Footing _ F2Quantity (ea) 29.00                                                             1.00                                                                                                Length (m) 4.00                                                               255.20                                                                                            Width (m) 4.00                                                               4.00                                                                                                Thickness (mm) 1,100.00                                                       500.00                                                                                            Total Volume (m3) 510.40                                                          510.40                                                                                            Concrete (MPa) 30.00                                                             30.00                                                                                              Concrete Flyash (%) 0.35                                                               35.00                                                                                              Rebar (M) 25.00                                                             20.00                                                                                              1.1.3 Concrete Footing _ F3Quantity (ea) 8.00                                                               1.00                                                                                                Length (m) 4.20                                                               100.80                                                                                            Width (m) 4.20                                                               4.20                                                                                                Thickness (mm) 1,200.00                                                       400.00                                                                                            Total Volume (m3) 169.34                                                          169.34                                                                                            Concrete (MPa) 30.00                                                             4,000.00                                                                                         Concrete Flyash (%) 35.00                                                             35.00                                                                                              Rebar (M) 30.00                                                             20.00                                                                                              1.1.4 Concrete Footing _ F4Quantity (ea) 7.00                                                               1.00                                                                                                Length (m) 4.90                                                               89.18                                                                                              Width (m) 4.90                                                               4.90                                                                                                Thickness (mm) 1,300.00                                                       500.00                                                                                            Total Volume (m3) 218.49                                                          218.49                                                                                            Concrete (MPa) 30.00                                                             4,000.00                                                                                         Concrete Flyash (%) 35.00                                                             35.00                                                                                              Rebar (M) 30.00                                                             20.00                                                                                              1.1.5 Concrete Footing _ Misc. _ 700dLength (m) 8.00                                                               8.00                                                                                                Width (m) 3.00                                                               6.00                                                                                                Thickness (mm) 700.00                                                          350.00                                                                                            Total Volume (m3) 16.80                                                             16.80                                                                                              Concrete (MPa) 30.00                                                             30.00                                                                                              Concrete Flyash (%) 35.00                                                             35.00                                                                                              Rebar (M) 25.00                                                             20.00                                                                                              1.1.6 Concrete Footing _ Misc. _ 875dLength (m) 3.00                                                               4.25                                                                                                Width (m) 5.67                                                               7.00                                                                                                Thickness (mm) 875.00                                                          500.00                                                                                            Total Volume (m3) 14.87                                                             14.88                                                                                              Concrete (MPa) 30.00                                                             30.00                                                                                              Concrete Flyash (%) 35.00                                                             35.00                                                                                              Rebar (M) 25.00                                                             20.00                                                                                              1.1.7 Concrete Footing _ Misc. _ 1200dLength (m) 8.33                                                               20.00                                                                                              Width (m) 3.00                                                               3.00                                                                                                Thickness (mm) 1,200.00                                                       500.00                                                                                            Total Volume (m3) 30.00                                                             30.00                                                                                              Concrete (MPa) 30.00                                                             30.00                                                                                              Concrete Flyash (%) 35.00                                                             35.00                                                                                              Rebar (M) 25.00                                                             20.00                                                                                              1.1.8 Concrete Footing _ Misc. _ 2500dLength (m) 10.00                                                             50.00                                                                                              Width (m) 3.90                                                               3.90                                                                                                Thickness (mm) 2,500.00                                                       500.00                                                                                            Total Volume (m3) 97.50                                                             97.50                                                                                              Concrete (MPa) 30.00                                                             30.00                                                                                              Concrete Flyash (%) 35.00                                                             35.00                                                                                              Rebar (M) 25.00                                                             20.00                                                                                              1.1.9 Concrete Footing _ SF1Length (m) 343.00                                                          343.00                                                                                            Width (m) 0.60                                                               0.60                                                                                                Thickness (mm) 350.00                                                          350.00                                                                                            Total Volume (m3) 72.03                                                             72.03                                                                                              Concrete (MPa) 30.00                                                             30.00                                                                                              Concrete Flyash (%) 35.00                                                             35.00                                                                                              Rebar (M) 15.00                                                             15.00                                                                                              1.1.10 Concrete Footing _ Stair Core 1Length (m) 10.00                                                             40.00                                                                                              Width (m) 16.00                                                             16.00                                                                                              Thickness (mm) 2,000.00                                                       500.00                                                                                            Total Volume (m3) 320.00                                                          320.00                                                                                            Concrete (MPa) 30.00                                                             30.00                                                                                              Concrete Flyash (%) 35.00                                                             35.00                                                                                              Rebar (M) 30.00                                                             20.00                                                                                              1.1.11 Concrete Footing _ Stair Core 2Length (m) 19.10                                                             95.50                                                                                              Width (m) 20.10                                                             20.10                                                                                              Thickness (mm) 2,500.00                                                       500.00                                                                                            Total Volume (m3) 959.78                                                          959.78                                                                                            Concrete (MPa) 30.00                                                             30.00                                                                                              Concrete Flyash (%) 35.00                                                             35.00                                                                                              Rebar (M) 30.00                                                             20.00                                                                                              1.1.12 Concrete Footing _ Stair Core 3Length (m) 13.95                                                             13.95                                                                                              Width (m) 20.00                                                             80.00                                                                                              Thickness (mm) 2,000.00                                                       500.00                                                                                            Total Volume (m3) 558.00                                                          558.00                                                                                            Concrete (MPa) 30.00                                                             30.00                                                                                              Concrete Flyash (%) 35.00                                                             35.00                                                                                              Rebar (M) 30.00                                                             20.00                                                                                              1.1.13 Concrete Footing _ Stair Core 4Length (m) 10.85                                                             10.85                                                                                              Width (m) 20.00                                                             100.00                                                                                            Thickness (mm) 2,500.00                                                       500.00                                                                                            Total Volume (m3) 542.50                                                          542.50                                                                                            Concrete (MPa) 30.00                                                             30.00                                                                                              Concrete Flyash (%) 35.00                                                             35.00                                                                                              Rebar (M) 30.00                                                             20.00                                                                                              Input ValuesIE Inputs Document - New SUB ProjectAssembly Group Assembly Type Assembly Name Input FieldsKnown/Measured IE InputsInput ValuesIE Inputs Document - New SUB ProjectAssembly Group Assembly Type Assembly Name Input Fields1.2 Concrete Slab on Grade1.2.1 Concrete Slab on Grade _ Lower Level _ 125mmLength (m) Varies 56.40                                                                                              Width (m) Varies 100.00                                                                                            Area (m2) 4,516.00                                                       5,640.00                                                                                         Thickness (mm) 125.00                                                          100.00                                                                                            Total Volume (m3) 564.50                                                          564.00                                                                                            Concrete (MPa) 30.00                                                             30.00                                                                                              Concrete Flyash (%) 35.00                                                             35.00                                                                                              Envelope Category Board Insulation InsulationMaterial Extruded Polystyrene Polystyrene ExtrudedThickness (mm) 100.00                                                          25.38                                                                                              Category Air/ Vapour Barrier Vapour & Air BarrierMaterial Polyethylene Sheet Polyethylene Thickness (mil) 6.00                                                               6.00                                                                                                1.2.2 Concrete Slab on Grade _ Lower Level _ 225mmLength (m) Varies 8.30                                                                                                Width (m) Varies 10.00                                                                                              Area (m2) 83.00                                                             83.00                                                                                              Thickness (mm) 100.00                                                          100.00                                                                                            Total Volume (m3) 8.30                                                               8.30                                                                                                Concrete (MPa) 30.00                                                             30.00                                                                                              Concrete Flyash (%) 35.00                                                             35.00                                                                                              1.2.3 Concrete Slab on Grade _ Level 1 _ 125mmLength (m) Varies 7.80                                                                                                Width (m) Varies 12.50                                                                                              Area (m2) 78.00                                                             97.50                                                                                              Thickness (mm) 125.00                                                          100.00                                                                                            Total Volume (m3) 9.75                                                               9.75                                                                                                Concrete (MPa) 30.00                                                             30.00                                                                                              Concrete Flyash (%) 35.00                                                             35.00                                                                                              2.0  Columns and Beams2.1 Concrete2.1.1 Columns and Beams _ Concrete _ Lower Level Number of Beams None NoneNumber of Columns 53.00                                                             53.00                                                                                              Column Height (m) 4.26                                                               4.26                                                                                                Supported Area (m2) 4,647.00                                                       4,647.00                                                                                         Bay Sizes (m) 9.36                                                               9.36                                                                                                Supported Span (m) 9.36                                                               9.36                                                                                                Live Load (kPa) 4.80                                                               4.80                                                                                                Column Type Concrete ConcreteBeam Type n/a n/a2.1.2 Columns and Beams _ Concrete _ Level 1Number of Beams None NoneNumber of Columns 43.00                                                             43.00                                                                                              Column Height (m) 6.60                                                               6.60                                                                                                Supported Area (m2) 3,579.00                                                       3,579.00                                                                                         Bay Sizes (m) 9.12                                                               9.12                                                                                                Supported Span (m) 9.12                                                               9.12                                                                                                Live Load (kPa) 4.80                                                               4.80                                                                                                Column Type Concrete ConcreteBeam Type n/a n/a2.1.3 Columns and Beams _ Concrete _ Level 2Number of Beams None NoneNumber of Columns 42.00                                                             42.00                                                                                              Column Height (m) 4.30                                                               4.30                                                                                                Supported Area (m2) 3,522.00                                                       3,522.00                                                                                         Bay Sizes (m) 9.16                                                               9.16                                                                                                Supported Span (m) 9.16                                                               9.16                                                                                                Live Load (kPa) 4.80                                                               4.80                                                                                                Column Type Concrete ConcreteBeam Type n/a n/a2.1.4 Columns and Beams _ Concrete _ Level 3Number of Beams None NoneNumber of Columns 42.00                                                             42.00                                                                                              Column Height (m) 4.30                                                               4.30                                                                                                Supported Area (m2) 3,579.00                                                       3,579.00                                                                                         Bay Sizes (m) 9.23                                                               9.23                                                                                                Supported Span (m) 9.23                                                               9.23                                                                                                Live Load (kPa) 4.80                                                               4.80                                                                                                Column Type Concrete ConcreteBeam Type n/a n/a2.1.5 Columns and Beams _ Concrete _ Level 4Number of Beams None NoneNumber of Columns 33.00                                                             33.00                                                                                              Column Height (m) 4.30                                                               4.30                                                                                                Supported Area (m2) 1,591.00                                                       1,591.00                                                                                         Bay Sizes (m) 6.94                                                               6.94                                                                                                Supported Span (m) 6.94                                                               6.94                                                                                                Live Load (kPa) 4.80                                                               4.80                                                                                                Column Type Concrete ConcreteBeam Type n/a n/a2.2 Glulam2.2.1 Columns_Beams_Glulam_Lower LevelNumber of Beams None NoneNumber of Columns 3.00                                                               3.00                                                                                                Column Height (m) Varies 4.26                                                                                                Supported Area (m2) 644.50                                                          644.50                                                                                            Bay Sizes (m) 4.50                                                               4.50                                                                                                Supported Span (m) 12.50                                                             12.50                                                                                              Live Load (kPa) 4.80                                                               4.80                                                                                                Column Type Glulam GlulamBeam Type n/a n/a2.2.2 Columns and Beams _ Glulam _ Level 1Number of Beams None NoneNumber of Columns 12.00                                                             12.00                                                                                              Column Height (m) Varies 6.60                                                                                                Supported Area (m2) 486.00                                                          486.00                                                                                            Bay Sizes (m) 4.50                                                               4.50                                                                                                Supported Span (m) 9.00                                                               9.00                                                                                                Live Load (kPa) 1.82                                                               2.40                                                                                                Column Type Glulam GlulamBeam Type n/a n/a2.2.3 Columns and Beams _ Glulam _ Level 2Number of Beams None NoneNumber of Columns 27.00                                                             27.00                                                                                              Column Height (m) 4.30                                                               4.30                                                                                                Supported Area (m2) 1,093.50                                                       1,093.50                                                                                         Bay Sizes (m) Varies 4.50                                                                                                Supported Span (m) Varies 9.00                                                                                                Live Load (kPa) 1.82                                                               2.40                                                                                                Column Type Glulam GlulamBeam Type n/a n/aKnown/Measured IE InputsInput ValuesIE Inputs Document - New SUB ProjectAssembly Group Assembly Type Assembly Name Input Fields2.2.4 Columns and Beams_ Glulam _Level 2 - 4 _ Great Hall FoyerNumber of Beams 9.00                                                               9.00                                                                                                Number of Columns 9.00                                                               9.00                                                                                                Column Height (m) 8.60                                                               8.60                                                                                                Supported Area (m2) 137.00                                                          137.00                                                                                            Bay Sizes (m) 3.25                                                               3.25                                                                                                Supported Span (m) Varies 5.60                                                                                                Live Load (kPa) 4.80                                                               4.80                                                                                                Column Type Glulam GlulamBeam Type Glulam Glulam2.2.5 Columns and Beams _ Glulam _ Level 3Number of Beams None NoneNumber of Columns 25.00                                                             25.00                                                                                              Column Height (m) 4.30                                                               4.30                                                                                                Supported Area (m2) 1,012.50                                                       1,012.50                                                                                         Bay Sizes (m) Varies 4.50                                                                                                Supported Span (m) Varies 9.00                                                                                                Live Load (kPa) 1.82                                                               2.40                                                                                                Column Type Glulam GlulamBeam Type n/a n/a2.2.6 Columns and Beams _ Glulam _ Level 4Number of Beams None NoneNumber of Columns 30.00                                                             30.00                                                                                              Column Height (m) 4.30                                                               4.30                                                                                                Supported Area (m2) 1,215.00                                                       1,215.00                                                                                         Bay Sizes (m) Varies 4.50                                                                                                Supported Span (m) Varies 9.00                                                                                                Live Load (kPa) 1.82                                                               2.40                                                                                                Column Type Glulam GlulamBeam Type n/a n/a2.2.7 Columns and Beams _ Glulam _ Level 5 _ Roof WallNumber of Beams 30.00                                                             30.00                                                                                              Number of Columns 38.00                                                             38.00                                                                                              Column Height (m) 2.80                                                               2.80                                                                                                Supported Area (m2) 518.00                                                          518.00                                                                                            Bay Sizes (m) 3.25                                                               3.25                                                                                                Supported Span (m) Varies 10.00                                                                                              Live Load (kPa) 1.82                                                               1.82                                                                                                Column Type Glulam GlulamBeam Type Glulam Glulam2.2.8 Columns and Beams _ Glulam _ L5 _ Sawtooth RoofNumber of Beams None NoneNumber of Columns 12.00                                                             12.00                                                                                              Column Height (m) 1.00                                                               1.00                                                                                                Supported Area (m2) 644.50                                                          644.50                                                                                            Bay Sizes (m) 4.50                                                               4.50                                                                                                Supported Span (m) 12.50                                                             12.50                                                                                              Live Load (kPa) 1.82                                                               2.40                                                                                                Column Type Glulam GlulamBeam Type n/a n/a2.3 Steel2.3.1 Columns and Beams_ Steel _Level 2 - 4 _ Great HallNumber of Beams 13.00                                                             13.00                                                                                              Number of Columns 26.00                                                             26.00                                                                                              Column Height (m) 8.60                                                               8.60                                                                                                Supported Area (m2) 683.00                                                          683.00                                                                                            Bay Sizes (m) 2.47                                                               4.93                                                                                                Supported Span (m) 21.30                                                             10.65                                                                                              Live Load (kPa) 4.80                                                               4.80                                                                                                Column Type Structural Steel WFBeam Type Structural Steel WF2.3.2 Columns and Beams _ Steel _ Level 5 _ Mechanical RoomNumber of Beams 7.00                                                               7.00                                                                                                Number of Columns 21.00                                                             21.00                                                                                              Column Height (m) 6.00                                                               6.00                                                                                                Supported Area (m2) 978.00                                                          978.00                                                                                            Bay Sizes (m) 9.00                                                               9.00                                                                                                Supported Span (m) 16.25                                                             16.25                                                                                              Live Load (kPa) 1.82                                                               2.40                                                                                                Column Type Structural Steel WFBeam Type Structural Steel WF3.0 Floor3.1 Composite Metal3.1.1  Floor _ Composite Metal _ Level 2 _ Great HallFloor Area (m2) 1,056.00                                                       1,056.00                                                                                         Number of Bays per Row 1.00                                                               3.00                                                                                                Number of Rows 13.00                                                             13.00                                                                                              Bay Size (m) Varies 9.03                                                                                                Span (m) 3.00                                                               3.00                                                                                                Concrete (MPa) 35.00                                                             30.00                                                                                              Concrete Flyash (%) 35.00                                                             35.00                                                                                              Live Load (kPa) 4.80                                                               4.80                                                                                                3.1.2  Floor _ Composite Metal _ Level 2 _ Nest and Bridge LoungeFloor Area (m2) 321.00                                                          321.00                                                                                            Number of Bays per Row Varies 5.00                                                                                                Number of Rows Varies 12.00                                                                                              Bay Size (m) Varies 3.57                                                                                                Span (m) Varies 1.50                                                                                                Concrete (MPa) 35.00                                                             30.00                                                                                              Concrete Flyash (%) 35.00                                                             35.00                                                                                              Live Load (kPa) 4.80                                                               4.80                                                                                                3.1.3 Floor _ Composite Metal _ Level 3 _ Nest, Bridge Lounge and Pocket LoungeFloor Area (m2) 380.00                                                          380.00                                                                                            Number of Bays per Row 1.00                                                               1.00                                                                                                Number of Rows 17.00                                                             17.00                                                                                              Bay Size (m) Varies 11.18                                                                                              Span (m) 2.00                                                               2.00                                                                                                Concrete (MPa) 35.00                                                             30.00                                                                                              Concrete Flyash (%) 35.00                                                             35.00                                                                                              Live Load (kPa) 4.80                                                               4.80                                                                                                3.1.4 Floor _ Composite Metal _ Level 4 _ Child MindingFloor Area (m2) 74.00                                                             74.00                                                                                              Number of Bays per Row 1.00                                                               1.00                                                                                                Number of Rows 5.00                                                               5.00                                                                                                Bay Size (m) Varies 7.40                                                                                                Span (m) 2.00                                                               2.00                                                                                                Concrete (MPa) 35.00                                                             30.00                                                                                              Concrete Flyash (%) 35.00                                                             35.00                                                                                              Live Load (kPa) 4.80                                                               4.80                                                                                                Known/Measured IE InputsInput ValuesIE Inputs Document - New SUB ProjectAssembly Group Assembly Type Assembly Name Input Fields3.2  Concrete Suspended Slab 3.2.1  Floor _ Concrete Suspended Slab _ Level 1Floor Width (m) Varies 380.00                                                                                            Span (m) 9.00                                                               9.00                                                                                                Floor Area (m2) 3,420.00                                                       3,420.00                                                                                         Concrete (MPa) 35.00                                                             30.00                                                                                              Concrete Flyash (%) 35.00                                                             35.00                                                                                              Live Load (kPa) 4.80                                                               4.80                                                                                                3.2.2  Floor _ Concrete Suspended Slab _ Level 2Floor Width (m) Varies 397.67                                                                                            Span (m) 9.00                                                               9.00                                                                                                Floor Area (m2) 3,579.00                                                       3,579.00                                                                                         Concrete (MPa) 35.00                                                             30.00                                                                                              Concrete Flyash (%) 35.00                                                             35.00                                                                                              Live Load (kPa) 4.80                                                               4.80                                                                                                3.2.3  Floor _ Concrete Suspended Slab _ Level 3Floor Width (m) Varies 391.33                                                                                            Span (m) 9.00                                                               9.00                                                                                                Floor Area (m2) 3,522.00                                                       3,522.00                                                                                         Concrete (MPa) 35.00                                                             30.00                                                                                              Concrete Flyash (%) 35.00                                                             35.00                                                                                              Live Load (kPa) 4.80                                                               4.80                                                                                                3.2.4  Floor _ Concrete Suspended Slab _ Level 4Floor Width (m) Varies 279.89                                                                                            Span (m) 9.00                                                               9.00                                                                                                Floor Area (m2) 2,519.00                                                       2,519.00                                                                                         Concrete (MPa) 35.00                                                             30.00                                                                                              Concrete Flyash (%) 35.00                                                             35.00                                                                                              Live Load (kPa) 4.80                                                               4.80                                                                                                3.2.5  Floor _ Concrete Suspended Slab _ Level 5Floor Width (m) Varies 119.44                                                                                            Span (m) 9.00                                                               9.00                                                                                                Floor Area (m2) 1,075.00                                                       1,075.00                                                                                         Concrete (MPa) 35.00                                                             30.00                                                                                              Concrete Flyash (%) 35.00                                                             35.00                                                                                              Live Load (kPa) 4.80                                                               4.80                                                                                                4.0 Interior Wall4.1 Cast In Place4.1.1 Interior Wall _ Cast In Place _ C1 _ 250w _ 30MPa _ Metal DoorLength (m) 50.00                                                             32.21                                                                                              Height (m) Varies 4.41                                                                                                Area (m2) 170.45                                                          142.05                                                                                            Concrete Strength (MPa) 30.00                                                             30.00                                                                                              Thickness (mm) 250.00                                                          300.00                                                                                            Reinforcement (M) 15M Vert./ 10M Horiz. 15.00                                                                                              Concrete Flyash (%) 35.00                                                             35.00                                                                                              Openings Number of Windows None NoneTotal Window Area (m2) None NoneFrame Type None NoneGlazing Type None NoneNumber of Doors (ea) 2.00                                                               2.00                                                                                                Door Type Hollow Metal Steel Interior Door4.1.2 Interior Wall _ Cast In Place _ C1 _ 300w _ 30MPa Length (m) 15.00                                                             15.00                                                                                              Height (m) 3.90                                                               3.90                                                                                                Area (m2) 58.50                                                             58.50                                                                                              Concrete Strength (MPa) 30.00                                                             30.00                                                                                              Thickness (mm) 300.00                                                          300.00                                                                                            Reinforcement (M) 15M Vert./ 10M Horiz. 15.00                                                                                              Concrete Flyash (%) 35.00                                                             35.00                                                                                              Openings Number of Windows None NoneTotal Window Area (m2) None NoneFrame Type None NoneGlazing Type None NoneNumber of Doors (ea) None NoneDoor Type None None4.1.3 Interior Wall _ Cast In Place _ C1 _ 450w _ 45MPa _ Metal DoorLength (m) 198.00                                                          297.00                                                                                            Height (m) Varies 4.69                                                                                                Area (m2) 928.62                                                          1,392.93                                                                                         Concrete Strength (MPa) 45.00                                                             30.00                                                                                              Thickness (mm) 450.00                                                          300.00                                                                                            Reinforcement (M) 15M Vert./ 20M Horiz. 15.00                                                                                              Concrete Flyash (%) 35.00                                                             35.00                                                                                              Openings Number of Windows None NoneTotal Window Area (m2) None NoneFrame Type None NoneGlazing Type None NoneNumber of Doors (ea) 6.00                                                               6.00                                                                                                Door Type Hollow Metal Steel Interior Door4.1.4 Interior Wall _ Cast In Place _ C1 _ 600w _ 45MPa _ Metal DoorLength (m) 498.00                                                          498.00                                                                                            Height (m) Varies 4.71                                                                                                Area (m2) 2,345.26                                                       2,345.26                                                                                         Concrete Strength (MPa) 45.00                                                             30.00                                                                                              Thickness (mm) 600.00                                                          300.00                                                                                            Reinforcement (M) 15M Vert./ 20M Horiz. 20.00                                                                                              Concrete Flyash (%) 35.00                                                             35.00                                                                                              Strength (MPa) n/a 60.00                                                                                              Thickness (mm) n/a 300.00                                                                                            Reinforcement (M) n/a 20.00                                                                                              Concrete Flyash (%) n/a 35.00                                                                                              Openings Number of Windows (ea) None NoneTotal Window Area (m2) None NoneFrame Type None NoneGlazing Type None NoneNumber of Doors (ea) 5.00                                                               5.00                                                                                                Door Type Hollow Metal Steel Interior Door4.2 Concrete Block4.2.1 Interior Wall _ Concrete Block _ M1 _ Concrete Block Wall _ 190mm Block _ Metal DoorLength (m) 168.00                                                          168.00                                                                                            Height (m) Varies 4.24                                                                                                Area (m2) 711.90                                                          711.90                                                                                            Concrete Block Thickness (mm) 190.00                                                          n/aRebar (M) 10.00                                                             10.00                                                                                              Openings Number of Windows (ea) None NoneTotal Window Area (m2) None NoneFrame Type None NoneGlazing Type None NoneNumber of Doors (ea) 4.00                                                               4.00                                                                                                Door Type Hollow Metal Steel Interior DoorKnown/Measured IE InputsInput ValuesIE Inputs Document - New SUB ProjectAssembly Group Assembly Type Assembly Name Input Fields4.2.2 Interior Wall _ Concrete Block _ M1-A _ Acoustic Concrete Block Wall _ 190mm Block _ Metal DoorLength (m) 46.00                                                             46.00                                                                                              Height (m) 4.30                                                               4.30                                                                                                Area (m2) 197.80                                                          197.80                                                                                            Concrete Block Thickness (mm) 190.00                                                          n/aRebar (M) 10.00                                                             10.00                                                                                              Openings Number of Windows (ea) None NoneTotal Window Area (m2) None NoneFrame Type None NoneGlazing Type None NoneNumber of Doors (ea) 2.00                                                               2.00                                                                                                Door Type Hollow Metal Steel Interior DoorEnvelope Category Block Filler PaintMaterial Latex Latex Water BasedThickness (mm) n/a n/aCategory Block Filler PaintMaterial Latex Latex Water BasedThickness (mm) n/a n/a4.2.3 Interior Wall _ Concrete Block _ M1-A _ Acoustic Concrete Block Wall _ 190mm Block _ Wood DoorLength (m) 46.00                                                             46.00                                                                                              Height (m) 4.30                                                               4.30                                                                                                Area (m2) 197.80                                                          197.80                                                                                            Concrete Block Thickness (mm) 190.00                                                          n/aRebar (M) 10.00                                                             10.00                                                                                              Openings Number of Windows (ea) None NoneTotal Window Area (m2) None NoneFrame Type None NoneGlazing Type None NoneNumber of Doors (ea) 3.00                                                               3.00                                                                                                Door Type Solid Core Wood Solid Wood DoorEnvelope Category Block Filler PaintMaterial Latex Latex Water BasedThickness (mm) n/a n/aCategory Block Filler PaintMaterial Latex Latex Water BasedThickness (mm) n/a n/a4.3 Curtain Wall4.3.1 Interior Wall _ Curtain Wall _ GL1B _ 6mm TemperedLength (m) 147.00                                                          147.00                                                                                            Height (m) Varies 5.02                                                                                                Area (m2) 738.10                                                          738.10                                                                                            Curtain Wall Percent Viewable Glazing (%) 100.00                                                          100.00                                                                                            Percent Spandrel Panel (%) None NoneThickness of Insulation (mm) n/a n/aSpandrel Type n/a n/aDoor Opening Number of Doors (ea) 22.00                                                             60.00                                                                                              Door Type Aluminum, Fully Glazed Aluminum Exterior Door, 80% glazing4.4 Steel Stud4.4.1 Interior Wall _ Steel Stud _ RS1 _ Rated Shaft Wall 1 HR FRR _ 100mm C-H StudLength (m) 28.00                                                             28.00                                                                                              Height (m) 4.30                                                               4.30                                                                                                Area (m2) 120.40                                                          120.40                                                                                            Steel Stud Sheathing Type None NoneStud Spacing (mm) 400.00                                                          400.00                                                                                            Stud Weight (Ga) 25.00                                                             25.00                                                                                              Stud Thickness (mm) 100.00                                                          92.00                                                                                              Load Bearing No NoOpenings Number of Windows (ea) None NoneTotal Window Area (m2) None NoneFrame Type None NoneGlazing Type None NoneNumber of Doors (ea) None NoneDoor Type None NoneEnvelope Category Shaft Wall Gypsum BoardMaterial Shaftliner Gypsum Fire Rated Type XThickness (mm) 19.00                                                             16.00                                                                                              Category Shaft Wall Gypsum BoardMaterial Fireboard Gypsum Fire Rated Type XThickness (mm) 16.00                                                             16.00                                                                                              Category Fire Resistant Insulation InsulationMaterial Mineral Fiber batt Rockwool BattThickness (mm) 92.00                                                             92.00                                                                                              4.4.2 Interior Wall _ Steel Stud _ RS2 _ Rated Shaft Wall 1 HR FRR w/ Additional GWB_ 100mm C-H StudLength (m) 103.00                                                          103.00                                                                                            Height (m) Varies 4.39                                                                                                Area (m2) 451.90                                                          451.90                                                                                            Steel Stud Sheathing Type None NoneStud Spacing (mm) 400.00                                                          400.00                                                                                            Stud Weight (Ga) 25.00                                                             25.00                                                                                              Stud Thickness (mm) 100.00                                                          92.00                                                                                              Load Bearing No NoOpenings Number of Windows (ea) None NoneTotal Window Area (m2) none noneFrame Type None NoneGlazing Type None NoneNumber of Doors (ea) None NoneDoor Type None NoneEnvelope Category Shaft Wall Gypsum BoardMaterial Shaftliner Gypsum Fire Rated Type XThickness (mm) 19.00                                                             16.00                                                                                              Category Shaft Wall Gypsum BoardMaterial Fireboard Gypsum Fire Rated Type XThickness (mm) 16.00                                                             16.00                                                                                              Category Gypsum Board Gypsum BoardMaterial Regular Gypsum RegularThickness (mm) 16.00                                                             16.00                                                                                              Category Fire Resistant Insulation InsulationMaterial Mineral Fiber batt Rockwool BattThickness (mm) 92.00                                                             92.00                                                                                              Known/Measured IE InputsInput ValuesIE Inputs Document - New SUB ProjectAssembly Group Assembly Type Assembly Name Input Fields4.4.3 Interior Wall _ Steel Stud _ RS3 _ Rated Shaft Wall 1 HR FRR w/ Additional GWB _ 152mm C-H StudLength (m) 25.00                                                             25.00                                                                                              Height (m) Varies 6.47                                                                                                Area (m2) 161.70                                                          161.70                                                                                            Steel Stud Sheathing Type None NoneStud Spacing (mm) 400.00                                                          400.00                                                                                            Stud Weight (Ga) 25.00                                                             25.00                                                                                              Stud Thickness (mm) 152.00                                                          152.00                                                                                            Load Bearing No NoOpenings Number of Windows (ea) None NoneTotal Window Area (m2) None NoneFrame Type None NoneGlazing Type None NoneNumber of Doors (ea) None NoneDoor Type None NoneEnvelope Category Shaft Wall Gypsum BoardMaterial Shaftliner Gypsum Fire Rated Type XThickness (mm) 19.00                                                             16.00                                                                                              Category Shaft Wall Gypsum BoardMaterial Fireboard Gypsum Fire Rated Type XThickness (mm) 16.00                                                             16.00                                                                                              Category Gypsum Board Gypsum BoardMaterial Regular Gypsum RegularThickness (mm) 16.00                                                             16.00                                                                                              Category Fire Resistant Insulation InsulationMaterial Mineral Fiber batt Rockwool BattThickness (mm) 150.00                                                          150.00                                                                                            4.4.4 Interior Wall _ Steel Stud _ W1 _ Wall Furring _ 22mm ChannelLength (m) 36.00                                                             36.00                                                                                              Height (m) Varies 4.01                                                                                                Area (m2) 144.30                                                          144.30                                                                                            Steel Stud Sheathing Type None NoneStud Spacing (mm) 400.00                                                          400.00                                                                                            Stud Weight (Ga) 25.00                                                             25.00                                                                                              Stud Thickness (mm) 22.00                                                             92.00                                                                                              Load Bearing No NoOpenings Number of Windows (ea) None NoneTotal Window Area (m2) None NoneFrame Type None NoneGlazing Type None NoneNumber of Doors (ea) None NoneDoor Type None NoneEnvelope Category Gypsum Board Gypsum BoardMaterial Regular Gypsum RegularThickness (mm) 16.00                                                             16.00                                                                                              Category Interior Finish PaintMaterial Laytex Paint Latex Water BasedThickness (mm) n/a n/a4.4.5 Interior Wall _ Steel Stud _ W1-T _ Tile Clad Wall Furring _ 22mm ChannelLength (m) 19.00                                                             19.00                                                                                              Height (m) 4.30                                                               4.30                                                                                                Area (m2) 81.70                                                             81.70                                                                                              Steel Stud Sheathing Type None NoneStud Spacing (mm) 400.00                                                          400.00                                                                                            Stud Weight (Ga) 25.00                                                             25.00                                                                                              Stud Thickness (mm) 22.00                                                             92.00                                                                                              Load Bearing No NoOpenings Number of Windows (ea) None NoneTotal Window Area (m2) None NoneFrame Type None NoneGlazing Type None NoneNumber of Doors (ea) None NoneDoor Type None NoneEnvelope Category Backer Board Gypsum BoardMaterial Coated Glass Mat Gypsum Moisture Resistant Gypsum BoardThickness (mm) 16.00                                                             16.00                                                                                              4.4.6 Interior Wall _ Steel Stud _ W2 _ Wall Furring _ 41mm Stud _ Metal DoorLength (m) 137.00                                                          137.00                                                                                            Height (m) Varies 4.26                                                                                                Area (m2) 583.10                                                          583.10                                                                                            Steel Stud Sheathing Type None NoneStud Spacing (mm) 400.00                                                          400.00                                                                                            Stud Weight (Ga) 25.00                                                             25.00                                                                                              Stud Thickness (mm) 41.00                                                             92.00                                                                                              Load Bearing No NoOpenings Number of Windows (ea) None NoneTotal Window Area (m2) None NoneFrame Type None NoneGlazing Type None NoneNumber of Doors (ea) 3.00                                                               3.00                                                                                                Door Type Hollow Metal Steel Interior DoorEnvelope Category Gypsum Board Gypsum BoardMaterial Regular Gypsum RegularThickness (mm) 16.00                                                             16.00                                                                                              Category Interior Finish PaintMaterial Laytex Paint Latex Water BasedThickness (mm) n/a n/a4.4.7 Interior Wall _ Steel Stud _ W3 _ Wall Furring _ 92mm Stud _ Metal DoorLength (m) 35.00                                                             35.00                                                                                              Height (m) 4.30                                                               4.30                                                                                                Area (m2) 150.50                                                          150.50                                                                                            Steel Stud Sheathing Type None NoneStud Spacing (mm) 400.00                                                          400.00                                                                                            Stud Weight (Ga) 25.00                                                             25.00                                                                                              Stud Thickness (mm) 92.00                                                             92.00                                                                                              Load Bearing No NoOpenings Number of Windows (ea) None NoneTotal Window Area (m2) None NoneFrame Type None NoneGlazing Type None NoneNumber of Doors (ea) 3.00                                                               3.00                                                                                                Door Type Hollow Metal Steel Interior DoorEnvelope Category Gypsum Board Gypsum BoardMaterial Regular Gypsum RegularThickness (mm) 16.00                                                             16.00                                                                                              Category Interior Finish PaintMaterial Laytex Paint Latex Water BasedThickness (mm) n/a n/aKnown/Measured IE InputsInput ValuesIE Inputs Document - New SUB ProjectAssembly Group Assembly Type Assembly Name Input Fields4.4.8 Interior Wall _ Steel Stud _ W3 _ Wall Furring _ 92mm Stud _ Wood DoorLength (m) 35.00                                                             35.00                                                                                              Height (m) 4.30                                                               4.30                                                                                                Area (m2) 150.50                                                          150.50                                                                                            Steel Stud Sheathing Type None NoneStud Spacing (mm) 400.00                                                          400.00                                                                                            Stud Weight (Ga) 25.00                                                             25.00                                                                                              Stud Thickness (mm) 92.00                                                             92.00                                                                                              Load Bearing No NoOpenings Number of Windows (ea) None NoneTotal Window Area (m2) None NoneFrame Type None NoneGlazing Type None NoneNumber of Doors (ea) 1.00                                                               1.00                                                                                                Door Type Solid Core Wood Solid Wood DoorEnvelope Category Gypsum Board Gypsum BoardMaterial Regular Gypsum RegularThickness (mm) 16.00                                                             16.00                                                                                              Category Interior Finish PaintMaterial Laytex Paint Latex Water BasedThickness (mm) n/a n/a4.4.9 Interior Wall _ Steel Stud _ W3-T _ Tile Clad Wall Furring _ 92mm StudLength (m) 49.00                                                             49.00                                                                                              Height (m) Varies 4.56                                                                                                Area (m2) 223.30                                                          223.30                                                                                            Steel Stud Sheathing Type None NoneStud Spacing (mm) 400.00                                                          400.00                                                                                            Stud Weight (Ga) 25.00                                                             25.00                                                                                              Stud Thickness (mm) 92.00                                                             92.00                                                                                              Load Bearing No NoOpenings Number of Windows (ea) None NoneTotal Window Area (m2) None NoneFrame Type None NoneGlazing Type None NoneNumber of Doors (ea) None NoneDoor Type None NoneEnvelope Category Backer Board Gypsum BoardMaterial Coated Glass Mat Gypsum Moisture Resistant Gypsum BoardThickness (mm) 16.00                                                             16.00                                                                                              4.4.10 Interior Wall _ Steel Stud _ W4 _ Wall Furring _ 152mm StudLength (m) 82.00                                                             82.00                                                                                              Height (m) Varies 4.61                                                                                                Area (m2) 377.80                                                          377.80                                                                                            Steel Stud Sheathing Type None NoneStud Spacing (mm) 400.00                                                          400.00                                                                                            Stud Weight (Ga) 25.00                                                             25.00                                                                                              Stud Thickness (mm) 152.00                                                          152.00                                                                                            Load Bearing No NoOpenings Number of Windows (ea) None NoneTotal Window Area (m2) None NoneFrame Type None NoneGlazing Type None NoneNumber of Doors (ea) None NoneDoor Type None NoneEnvelope Category Gypsum Board Gypsum BoardMaterial Regular Gypsum RegularThickness (mm) 16.00                                                             16.00                                                                                              Category Interior Finish PaintMaterial Laytex Paint Latex Water BasedThickness (mm) n/a n/a4.4.11 Interior Wall _ Steel Stud _ W4-T _ Wall Furring _ 152mm StudLength (m) 5.00                                                               5.00                                                                                                Height (m) 4.30                                                               4.30                                                                                                Area (m2) 21.50                                                             21.50                                                                                              Steel Stud Sheathing Type None NoneStud Spacing (mm) 400.00                                                          400.00                                                                                            Stud Weight (Ga) 25.00                                                             25.00                                                                                              Stud Thickness (mm) 152.00                                                          152.00                                                                                            Load Bearing No NoOpenings Number of Windows (ea) None NoneTotal Window Area (m2) None NoneFrame Type None NoneGlazing Type None NoneNumber of Doors (ea) None NoneDoor Type None NoneEnvelope Category Backer Board Gypsum BoardMaterial Coated Glass Mat Gypsum Moisture Resistant Gypsum BoardThickness (mm) 16.00                                                             16.00                                                                                              4.4.12 Interior Wall _ Steel Stud _ W5 _ Basic Partition _ 92mm Stud _ Metal Door _ GL1Length (m) 186.00                                                          186.00                                                                                            Height (m) Varies 4.31                                                                                                Area (m2) 802.50                                                          802.50                                                                                            Steed Stud Sheathing Type None NoneStud Spacing (mm) 400.00                                                          400.00                                                                                            Stud Weight (Ga) 25.00                                                             25.00                                                                                              Stud Thickness (mm) 92.00                                                             92.00                                                                                              Load Bearing No NoOpenings Number of Windows (ea) 3.00                                                               3.00                                                                                                Total Window Area (m2) 23.50                                                             23.50                                                                                              Frame Type Aluminum Aluminum FrameGlazing Type 6mm Laminated Standard GlazingNumber of Doors (ea) 10.00                                                             10.00                                                                                              Door Type Solid Core Wood Solid Wood DoorEnvelope: Category Interior Finish PaintMaterial Laytex Paint Latex Water BasedThickness (mm) n/a NoneCategory Gypsum Board Gypsum BoardMaterial Regular Gypsum RegularThickness (mm) 16.00                                                             16.00                                                                                              Category Gypsum Board Gypsum BoardMaterial Regular Gypsum RegularThickness (mm) 16.00                                                             16.00                                                                                              Category Interior Finish PaintMaterial Laytex Paint Latex Water BasedThickness (mm) n/a NoneKnown/Measured IE InputsInput ValuesIE Inputs Document - New SUB ProjectAssembly Group Assembly Type Assembly Name Input Fields4.4.13 Interior Wall _ Steel Stud _ W5 _ Basic Partition _ 92mm Stud _ Wood Door _ GL1Length (m) 186.00                                                          186.00                                                                                            Height (m) Varies 4.31                                                                                                Area (m2) 802.50                                                          802.50                                                                                            Steel Stud Sheathing Type None NoneStud Spacing (mm) 400.00                                                          400.00                                                                                            Stud Weight (Ga) 25.00                                                             25.00                                                                                              Stud Thickness (mm) 92.00                                                             92.00                                                                                              Load Bearing No NoOpenings Number of Windows (ea) 3.00                                                               3.00                                                                                                Total Window Area (m2) 23.50                                                             23.50                                                                                              Frame Type Aluminum Aluminum FrameGlazing Type 6mm Laminated Standard GlazingNumber of Doors (ea) 50.00                                                             50.00                                                                                              Door Type Hollow Metal Solid Wood DoorEnvelope: Category Interior Finish PaintMaterial Laytex Paint Latex Water BasedThickness (mm) n/a NoneCategory Gypsum Board Gypsum BoardMaterial Regular Gypsum RegularThickness (mm) 16.00                                                             16.00                                                                                              Category Gypsum Board Gypsum BoardMaterial Regular Gypsum RegularThickness (mm) 16.00                                                             16.00                                                                                              Category Interior Finish PaintMaterial Laytex Paint Latex Water BasedThickness (mm) n/a None4.4.14 Interior Wall _ Steel Stud _ W5-2 _ Acoustic Partition w/ 2 Layers One Side _ 92mm Stud _ Metal Door _ GL1Length (m) 195.50                                                          195.50                                                                                            Height (m) 4.30                                                               4.30                                                                                                Area (m2) 840.65                                                          840.65                                                                                            Steel Stud Sheathing Type None NoneStud Spacing (mm) 400.00                                                          400.00                                                                                            Stud Weight (Ga) 25.00                                                             25.00                                                                                              Stud Thickness (mm) 92.00                                                             92.00                                                                                              Load Bearing No NoOpenings Number of Windows (ea) 35.00                                                             35.00                                                                                              Total Window Area (m2) 78.50                                                             78.50                                                                                              Frame Type Aluminum Aluminum FrameGlazing Type 6mm Laminated Standard GlazingNumber of Doors (ea) 9.00                                                               9.00                                                                                                Door Type Hollow Metal Steel Interior DoorEnvelope Category Interior Finish PaintMaterial Laytex Paint Latex Water BasedThickness (mm) n/a n/aCategory Gypsum Board Gypsum BoardMaterial Type X Gypsum Fire Rated Type XThickness (mm) 16.00                                                             16.00                                                                                              Category Gypsum Board Gypsum BoardMaterial Type X Gypsum Fire Rated Type XThickness (mm) 16.00                                                             16.00                                                                                              Category R-12 Acoustic Insulation InsulationMaterial Fiberglass Batt Fiberglass BattThickness (mm) 92.00                                                             92.00                                                                                              Category Gypsum Board Gypsum BoardMaterial Type X Gypsum Fire Rated Type XThickness (mm) 16.00                                                             16.00                                                                                              Category Interior Finish PaintMaterial Laytex Paint Latex Water BasedThickness (mm) n/a n/a4.4.15 Interior Wall _ Steel Stud _ W5-2 _ Acoustic Partition w/ 2 Layers One Side _ 92mm Stud _ Wood Door _ GL1Length (m) 195.50                                                          195.50                                                                                            Height (m) 4.30                                                               4.30                                                                                                Area (m2) 840.65                                                          840.65                                                                                            Steel Stud Sheathing Type None NoneStud Spacing (mm) 400.00                                                          400.00                                                                                            Stud Weight (Ga) 25.00                                                             25.00                                                                                              Stud Thickness (mm) 92.00                                                             92.00                                                                                              Load Bearing No NoOpenings Number of Windows (ea) 35.00                                                             35.00                                                                                              Total Window Area (m2) 78.50                                                             78.50                                                                                              Frame Type Aluminum Aluminum FrameGlazing Type 6mm Laminated Standard GlazingNumber of Doors (ea) 25.00                                                             25.00                                                                                              Door Type Solid Core Wood Solid Wood DoorEnvelope Category Interior Finish PaintMaterial Laytex Paint Latex Water BasedThickness (mm) n/a n/aCategory Gypsum Board Gypsum BoardMaterial Type X Gypsum Fire Rated Type XThickness (mm) 16.00                                                             16.00                                                                                              Category Gypsum Board Gypsum BoardMaterial Type X Gypsum Fire Rated Type XThickness (mm) 16.00                                                             16.00                                                                                              Category R-12 Acoustic Insulation InsulationMaterial Fiberglass Batt Fiberglass BattThickness (mm) 92.00                                                             92.00                                                                                              Category Gypsum Board Gypsum BoardMaterial Type X Gypsum Fire Rated Type XThickness (mm) 16.00                                                             16.00                                                                                              Category Interior Finish PaintMaterial Laytex Paint Latex Water BasedThickness (mm) n/a n/aKnown/Measured IE InputsInput ValuesIE Inputs Document - New SUB ProjectAssembly Group Assembly Type Assembly Name Input Fields4.4.16 Interior Wall _ Steel Stud _ W5-22 _ Acoustic Partition w/ 2 Layers Both Sides _ 92mm Stud _ Metal Door _ GL1Length (m) 678.50                                                          678.50                                                                                            Height (m) Varies 4.26                                                                                                Area (m2) 2,892.20                                                       2,892.20                                                                                         Steel Stud Sheathing Type None NoneStud Spacing (mm) 400.00                                                          400.00                                                                                            Stud Weight (Ga) 25.00                                                             25.00                                                                                              Stud Thickness (mm) 92.00                                                             92.00                                                                                              Load Bearing No NoOpenings Number of Windows (ea) 247.00                                                          247.00                                                                                            Total Window Area (m2) 750.00                                                          750.00                                                                                            Frame Type Aluminum AluminumGlazing Type 6mm Laminated Standard GlazingNumber of Doors 9.00                                                               9.00                                                                                                Door Type Hollow Metal Steel Interior DoorEnvelope Category Interior Finish PaintMaterial Laytex Paint Latex Water BasedThickness (mm) n/a n/aCategory Gypsum Board Gypsum BoardMaterial Type X Gypsum Fire Rated Type XThickness (mm) 16.00                                                             16.00                                                                                              Category Gypsum Board Gypsum BoardMaterial Type X Gypsum Fire Rated Type XThickness (mm) 16.00                                                             16.00                                                                                              Category R-12 Acoustic Insulation InsulationMaterial Fiberglass Batt Fiberglass BattThickness (mm) 92.00                                                             92.00                                                                                              Category Gypsum Board Gypsum BoardMaterial Type X Gypsum Fire Rated Type XThickness (mm) 16.00                                                             16.00                                                                                              Category Gypsum Board Gypsum BoardMaterial Type X Gypsum Fire Rated Type XThickness (mm) 16.00                                                             16.00                                                                                              Category Interior Finish PaintMaterial Laytex Paint Latex Water BasedThickness (mm) n/a n/a4.4.17 Interior Wall _ Steel Stud _ W5-22 _ Acoustic Partition w/ 2 Layers Both Sides _ 92mm Stud _ Wood Door _ GL1ALength (m) 678.50                                                          678.50                                                                                            Height (m) Varies 4.26                                                                                                Area (m2) 2,892.20                                                       2,892.20                                                                                         Steel Stud Sheathing Type None NoneStud Spacing (mm) 400.00                                                          400.00                                                                                            Stud Weight (Ga) 25.00                                                             25.00                                                                                              Stud Thickness (mm) 92.00                                                             92.00                                                                                              Load Bearing No NoOpenings Number of Windows (ea) 18.00                                                             18.00                                                                                              Total Window Area (m2) 59.00                                                             59.00                                                                                              Frame Type Insulated Aluminum AluminumGlazing Type 13mm Laminated Standard GlazingNumber of Doors 137.00                                                          137.00                                                                                            Door Type Solid Core Wood Solid Wood DoorEnvelope Category Interior Finish PaintMaterial Laytex Paint Latex Water BasedThickness (mm) n/a n/aCategory Gypsum Board Gypsum BoardMaterial Type X Gypsum Fire Rated Type XThickness (mm) 16.00                                                             16.00                                                                                              Category Gypsum Board Gypsum BoardMaterial Type X Gypsum Fire Rated Type XThickness (mm) 16.00                                                             16.00                                                                                              Category R-12 Acoustic Insulation InsulationMaterial Fiberglass Batt Fiberglass BattThickness (mm) 92.00                                                             92.00                                                                                              Category Gypsum Board Gypsum BoardMaterial Type X Gypsum Fire Rated Type XThickness (mm) 16.00                                                             16.00                                                                                              Category Gypsum Board Gypsum BoardMaterial Type X Gypsum Fire Rated Type XThickness (mm) 16.00                                                             16.00                                                                                              Category Interior Finish PaintMaterial Laytex Paint Latex Water BasedThickness (mm) n/a n/a4.4.18 Interior Wall _ Steel Stud _ W5-R _ Rated Partition _ 92mm Stud _ Metal DoorLength (m) 11.00                                                             11.00                                                                                              Height (m) 4.30                                                               4.30                                                                                                Area (m2) 47.30                                                             47.30                                                                                              Steel Stud Sheathing Type None NoneStud Spacing (mm) 400.00                                                          400.00                                                                                            Stud Weight (Ga) 25.00                                                             25.00                                                                                              Stud Thickness (mm) 92.00                                                             92.00                                                                                              Load Bearing No NoOpenings Number of Windows (ea) None NoneTotal Window Area (m2) None NoneFrame Type None NoneGlazing Type None NoneNumber of Doors (ea) 3.00                                                               3.00                                                                                                Door Type Hollow Metal Steel Interior DoorEnvelope Category Interior Finish PaintMaterial Laytex Paint Latex Water BasedThickness (mm) n/a n/aCategory Gypsum Board Gypsum BoardMaterial Type X Gypsum Fire Rated Type XThickness (mm) 16.00                                                             16.00                                                                                              Category Gypsum Board Gypsum BoardMaterial Type X Gypsum Fire Rated Type XThickness (mm) 16.00                                                             16.00                                                                                              Category Interior Finish PaintMaterial Laytex Paint Latex Water BasedThickness (mm) n/a n/aKnown/Measured IE InputsInput ValuesIE Inputs Document - New SUB ProjectAssembly Group Assembly Type Assembly Name Input Fields4.4.19 Interior Wall _ Steel Stud _ W5-RA _ Rated Acoustic Partition _ 92mm StudLength (m) 14.00                                                             14.00                                                                                              Height (m) 4.30                                                               4.30                                                                                                Area (m2) 60.20                                                             60.20                                                                                              Steel Stud Sheathing Type None NoneStud Spacing (mm) 400.00                                                          400.00                                                                                            Stud Weight (Ga) 25.00                                                             25.00                                                                                              Stud Thickness (mm) 92.00                                                             92.00                                                                                              Load Bearing No NoOpenings Number of Windows (ea) None NoneTotal Window Area (m2) None NoneFrame Type None NoneGlazing Type None NoneNumber of Doors (ea) None NoneDoor Type None NoneEnvelope Category Interior Finish PaintMaterial Laytex Paint Latex Water BasedThickness (mm) n/a n/aCategory Gypsum Board Gypsum BoardMaterial Type X Gypsum Fire Rated Type XThickness (mm) 16.00                                                             16.00                                                                                              Category R-12 Acoustical Insulation InsulationMaterial Mineral Fiber batt Rockwool BattThickness (mm) 92.00                                                             92mmCategory Gypsum Board Gypsum BoardMaterial Type X Gypsum Fire Rated Type XThickness (mm) 16.00                                                             16.00                                                                                              Category Interior Finish PaintMaterial Laytex Paint Latex Water BasedThickness (mm) n/a n/a4.4.20 Interior Wall _ Steel Stud _ W5-T _ Tile Clad Partition Both Sides _ 92mm Stud _ Wood DoorLength (m) 25.00                                                             25.00                                                                                              Height (m) Varies 4.44                                                                                                Area (m2) 111.10                                                          111.10                                                                                            Steel Stud Sheathing Type None NoneStud Spacing (mm) 400.00                                                          400.00                                                                                            Stud Weight (Ga) 25.00                                                             25.00                                                                                              Stud Thickness (mm) 92.00                                                             92.00                                                                                              Load Bearing No NoOpenings Number of Windows (ea) None NoneTotal Window Area (m2) None NoneFrame Type None NoneGlazing Type None NoneNumber of Doors (ea) 2.00                                                               2.00                                                                                                Door Type Solid Core Wood Solid Wood DoorEnvelope Category Backer Board Gypsum BoardMaterial Coated Glass Mat Gypsum Moisture Resistant Gypsum BoardThickness (mm) 16.00                                                             16.00                                                                                              Category Backer Board Gypsum BoardMaterial Coated Glass Mat Gypsum Moisture Resistant Gypsum BoardThickness (mm) 16.00                                                             16.00                                                                                              4.4.21 Interior Wall _ Steel Stud _ W6 _ Basic Partition _ 152mm Stud _ Metal DoorLength (m) 253.00                                                          253.00                                                                                            Height (m) Varies 4.82                                                                                                Area (m2) 1,219.00                                                       1,219.00                                                                                         Steel Stud Sheathing Type None NoneStud Spacing (mm) 400.00                                                          400.00                                                                                            Stud Weight (Ga) 25.00                                                             25.00                                                                                              Stud Thickness (mm) 152.00                                                          152.00                                                                                            Load Bearing No NoOpenings Number of Windows (ea) None NoneTotal Window Area (m2) None noneFrame Type None NoneGlazing Type None NoneNumber of Doors (ea) 29.00                                                             29.00                                                                                              Door Type Hollow Metal Steel Interior DoorEnvelope Category Interior Finish PaintMaterial Laytex Paint Latex Water BasedThickness (mm) n/a NoneCategory Gypsum Board Gypsum BoardMaterial Regular Gypsum RegularThickness (mm) 16.00                                                             16.00                                                                                              Category Gypsum Board Gypsum BoardMaterial Regular Gypsum RegularThickness (mm) 16.00                                                             16.00                                                                                              Category Interior Finish PaintMaterial Laytex Paint Latex Water BasedThickness (mm) n/a None4.4.22 Interior Wall _ Steel Stud _ W6 _ Basic Partition _ 152mm Stud _ Wood DoorLength (m) 253.00                                                          253.00                                                                                            Height (m) Varies 4.82                                                                                                Area (m2) 1,219.00                                                       1,219.00                                                                                         Steel Stud Sheathing Type None NoneStud Spacing (mm) 400.00                                                          400.00                                                                                            Stud Weight (Ga) 25.00                                                             25.00                                                                                              Stud Thickness (mm) 152.00                                                          152.00                                                                                            Load Bearing No NoOpenings Number of Windows (ea) None NoneTotal Window Area (m2) None noneFrame Type None NoneGlazing Type None NoneNumber of Doors (ea) 31.00                                                             31.00                                                                                              Door Type Solid Core Wood Solid Wood DoorEnvelope Category Interior Finish PaintMaterial Laytex Paint Latex Water BasedThickness (mm) n/a NoneCategory Gypsum Board Gypsum BoardMaterial Regular Gypsum RegularThickness (mm) 16.00                                                             16.00                                                                                              Category Gypsum Board Gypsum BoardMaterial Regular Gypsum RegularThickness (mm) 16.00                                                             16.00                                                                                              Category Interior Finish PaintMaterial Laytex Paint Latex Water BasedThickness (mm) n/a NoneKnown/Measured IE InputsInput ValuesIE Inputs Document - New SUB ProjectAssembly Group Assembly Type Assembly Name Input Fields4.4.23 Interior Wall _ Steel Stud _ W6-2 _ Acoustic Partition w/ 2 Layers One Sides _ 152mm StudLength (m) 10.00                                                             10.00                                                                                              Height (m) Varies 3.40                                                                                                Area (m2) 34.00                                                             34.00                                                                                              Steel Stud Sheathing Type None NoneStud Spacing (mm) 400.00                                                          400.00                                                                                            Stud Weight (Ga) 25.00                                                             25.00                                                                                              Stud Thickness (mm) 152.00                                                          152.00                                                                                            Load Bearing No NoOpenings Number of Windows (ea) None NoneTotal Window Area (m2) None NoneFrame Type None NoneGlazing Type None NoneNumber of Doors (ea) None NoneDoor Type None NoneEnvelope Category Interior Finish PaintMaterial Laytex Paint Latex Water BasedThickness (mm) n/a n/aCategory Gypsum Board Gypsum BoardMaterial Type X Gypsum Fire Rated Type XThickness (mm) 16.00                                                             16.00                                                                                              Category Gypsum Board Gypsum BoardMaterial Type X Gypsum Fire Rated Type XThickness (mm) 16.00                                                             16.00                                                                                              Category R-12 Acoustic Insulation InsulationMaterial Fiberglass Batt Fiberglass BattThickness (mm) 152.00                                                          152.00                                                                                            Category Gypsum Board Gypsum BoardMaterial Type X Gypsum Fire Rated Type XThickness (mm) 16.00                                                             16.00                                                                                              Category Interior Finish PaintMaterial Laytex Paint Latex Water BasedThickness (mm) n/a n/a4.4.24 Interior Wall _ Steel Stud _ W6-22 _ Acoustic Partition w/ 2 Layers Both Sides _ 152mm Stud _ Metal Door _ GL1Length (m) 43.50                                                             43.50                                                                                              Height (m) Varies 3.89                                                                                                Area (m2) 169.35                                                          169.35                                                                                            Steel Stud Sheathing Type None NoneStud Spacing (mm) 400.00                                                          400.00                                                                                            Stud Weight (Ga) 25.00                                                             25.00                                                                                              Stud Thickness (mm) 152.00                                                          152.00                                                                                            Load Bearing No NoOpenings Number of Windows (ea) 2.00                                                               2.00                                                                                                Total Window Area (m2) 9.50                                                               9.50                                                                                                Frame Type Aluminum Aluminum FrameGlazing Type 6mm Laminated Glass Standard GlazingNumber of Doors (ea) 2.00                                                               2.00                                                                                                Door Type Hollow Metal Steel Interior DoorEnvelope Category Interior Finish PaintMaterial Laytex Paint Latex Water BasedThickness (mm) n/a n/aCategory Gypsum Board Gypsum BoardMaterial Type X Gypsum Fire Rated Type XThickness (mm) 16.00                                                             16.00                                                                                              Category Gypsum Board Gypsum BoardMaterial Type X Gypsum Fire Rated Type XThickness (mm) 16.00                                                             16mmCategory R-12 Acoustic Insulation 16.00                                                                                              Material Fiberglass Batt Fiberglass BattThickness (mm) 152.00                                                          152.00                                                                                            Category Gypsum Board Gypsum BoardMaterial Type X Gypsum Fire Rated Type XThickness (mm) 16.00                                                             16.00                                                                                              Category Gypsum Board Gypsum BoardMaterial Type X Gypsum Fire Rated Type XThickness (mm) 16.00                                                             16.00                                                                                              Category Interior Finish PaintMaterial Laytex Paint Latex Water BasedThickness (mm) n/a n/a4.4.25 Interior Wall _ Steel Stud _ W6-22 _ Acoustic Partition w/ 2 Layers Both Sides _ 152mm Stud _ Wood Door _ GL1Length (m) 43.50                                                             43.50                                                                                              Height (m) Varies 3.89                                                                                                Area (m2) 169.35                                                          169.35                                                                                            Steel Stud Sheathing Type None NoneStud Spacing (mm) 400.00                                                          400.00                                                                                            Stud Weight (Ga) 25.00                                                             25.00                                                                                              Stud Thickness (mm) 152.00                                                          152.00                                                                                            Load Bearing No NoOpenings Number of Windows (ea) 2.00                                                               2.00                                                                                                Total Window Area (m2) 9.50                                                               9.50                                                                                                Frame Type Aluminum Aluminum FrameGlazing Type 6mm Laminated Glass Standard GlazingNumber of Doors (ea) 2.00                                                               2.00                                                                                                Door Type Solid Core Wood Solid Wood DoorEnvelope Category Interior Finish PaintMaterial Laytex Paint Latex Water BasedThickness (mm) n/a n/aCategory Gypsum Board Gypsum BoardMaterial Type X Gypsum Fire Rated Type XThickness (mm) 16mm 16.00                                                                                              Category Gypsum Board Gypsum BoardMaterial Type X Gypsum Fire Rated Type XThickness (mm) 16mm 16.00                                                                                              Category R-12 Acoustic Insulation InsulationMaterial Fiberglass Batt Fiberglass BattThickness (mm) 152.00                                                          152.00                                                                                            Category Gypsum Board Gypsum BoardMaterial Type X Gypsum Fire Rated Type XThickness (mm) 16mm 16.00                                                                                              Category Gypsum Board Gypsum BoardMaterial Type X Gypsum Fire Rated Type XThickness (mm) 16mm 16.00                                                                                              Category Interior Finish PaintMaterial Laytex Paint Latex Water BasedThickness (mm) n/a n/aKnown/Measured IE InputsInput ValuesIE Inputs Document - New SUB ProjectAssembly Group Assembly Type Assembly Name Input Fields4.4.26 Interior Wall _ Steel Stud _ W6-R _ Rated Partition _ 152mm Stud _ Metal DoorLength (m) 211.00                                                          211.00                                                                                            Height (m) Varies 5.43                                                                                                Area (m2) 1,144.80                                                       1,144.80                                                                                         Steel Stud Sheathing Type None NoneStud Spacing (mm) 400.00                                                          400.00                                                                                            Stud Weight (Ga) 25.00                                                             25.00                                                                                              Stud Thickness (mm) 152.00                                                          152.00                                                                                            Load Bearing No NoOpenings Number of Windows (ea) None NoneTotal Window Area (m2) None noneFrame Type None NoneGlazing Type None NoneNumber of Doors (ea) 15.00                                                             15.00                                                                                              Door Type Hollow Metal Steel Interior DoorEnvelope Category Interior Finish PaintMaterial Laytex Paint Latex Water BasedThickness (mm) n/a n/aCategory Gypsum Board Gypsum BoardMaterial Type X Gypsum Fire Rated Type XThickness (mm) 16mm 16.00                                                                                              Category Gypsum Board Gypsum BoardMaterial Type X Gypsum Fire Rated Type XThickness (mm) 16mm 16.00                                                                                              Category Interior Finish PaintMaterial Laytex Paint Latex Water BasedThickness (mm) n/a n/a4.4.27 Interior Wall _ Steel Stud _ W6-RA _ Rated Acoustic Partition _ 152mm StudLength (m) 19.00                                                             19.00                                                                                              Height (m) 7.10                                                               7.10                                                                                                Area (m2) 134.90                                                          134.90                                                                                            Steel Stud Sheathing Type None NoneStud Spacing (mm) 400.00                                                          400.00                                                                                            Stud Weight (Ga) 25.00                                                             25.00                                                                                              Stud Thickness (mm) 152.00                                                          152.00                                                                                            Load Bearing No NoOpenings Number of Windows (ea) None NoneTotal Window Area (m2) None NoneFrame Type None NoneGlazing Type None NoneNumber of Doors (ea) None NoneDoor Type None NoneEnvelope Category Interior Finish PaintMaterial Laytex Paint Latex Water BasedThickness (mm) n/a n/aCategory Gypsum Board Gypsum BoardMaterial Type X Gypsum Fire Rated Type XThickness (mm) 16mm 166.00                                                                                            Category R-12 Acoustical Insulation InsulationMaterial Mineral Fiber batt Rockwool BattThickness (mm) 152.00                                                          152.00                                                                                            Category Gypsum Board Gypsum BoardMaterial Type X Gypsum Fire Rated Type XThickness (mm) 16mm 16.00                                                                                              Category Interior Finish PaintMaterial Laytex Paint Latex Water BasedThickness (mm) n/a n/a4.4.28 Interior Wall _ Steel Stud _ W6-T _ Tile Clad Partition Both Sides _ 152mm Stud _ Wood DoorLength (m) 60.00                                                             60.00                                                                                              Height (m) Varies 4.66                                                                                                Area (m2) 279.60                                                          279.60                                                                                            Steel Stud Sheathing Type None NoneStud Spacing (mm) 400.00                                                          400.00                                                                                            Stud Weight (Ga) 25.00                                                             25.00                                                                                              Stud Thickness (mm) 152.00                                                          152.00                                                                                            Load Bearing No NoOpenings Number of Windows (ea) None NoneTotal Window Area (m2) None NoneFrame Type None NoneGlazing Type None NoneNumber of Doors (ea) 4.00                                                               4.00                                                                                                Door Type Solid Core Wood Solid Wood DoorEnvelope Category Backer Board Gypsum BoardMaterial Coated Glass Mat Gypsum Moisture Resistant Gypsum BoardThickness (mm) 16.00                                                             16.00                                                                                              Category Backer Board Gypsum BoardMaterial Coated Glass Mat Gypsum Moisture Resistant Gypsum BoardThickness (mm) 16.00                                                             16.00                                                                                              4.4.29 Interior Wall _ Steel Stud _ W6-T1 _ Tile Clad Partition One Side _ 152mm Stud _ Wood DoorLength (m) 101.00                                                          101.00                                                                                            Height (m) Varies 5.17                                                                                                Area (m2) 522.50                                                          522.50                                                                                            Steel Stud Sheathing Type None NoneStud Spacing (mm) 400.00                                                          400.00                                                                                            Stud Weight (Ga) 25.00                                                             25.00                                                                                              Stud Thickness (mm) 152.00                                                          152.00                                                                                            Load Bearing No NoOpenings Number of Windows (ea) None NoneTotal Window Area (m2) None NoneFrame Type None NoneGlazing Type None NoneNumber of Doors (ea) 4.00                                                               4.00                                                                                                Door Type Solid Core Wood Solid Wood DoorEnvelope Category Backer Board Gypsum BoardMaterial Coated Glass Mat Gypsum Moisture Resistant Gypsum BoardThickness (mm) 16.00                                                             16.00                                                                                              Category Gypsum Board Gypsum BoardMaterial Regular Gypsum RegularThickness (mm) 16.00                                                             16.00                                                                                              Category Interior Finish PaintMaterial Laytex Paint Latex Water BasedThickness (mm) n/a NoneKnown/Measured IE InputsInput ValuesIE Inputs Document - New SUB ProjectAssembly Group Assembly Type Assembly Name Input Fields4.4.30 Interior Wall _ Steel Stud _ W7 _ Double Stud Acoustic/ Mechanical Partition _ 92mm Stud _ Metal Door _ GL1Length (m) 209.00                                                          209.00                                                                                            Height (m) 4.30                                                               5.30                                                                                                Area (m2) 898.70                                                          1,107.70                                                                                         Steel Stud Sheathing Type None NoneStud Spacing (mm) 400.00                                                          400.00                                                                                            Stud Weight (Ga) 25.00                                                             25.00                                                                                              Stud Thickness (mm) 92.00                                                             92.00                                                                                              Load Bearing No NoSheathing Type None NoneStud Spacing (mm) 400.00                                                          400.00                                                                                            Stud Weight (Ga) 25.00                                                             25.00                                                                                              Stud Thickness (mm) 92.00                                                             92.00                                                                                              Load Bearing No NoOpenings Number of Windows (ea) 36.00                                                             36.00                                                                                              Total Window Area (m2) 113.00                                                          150.00                                                                                            Frame Type Aluminum Aluminum FrameGlazing Type 6mm Laminated Glass Standard GlazingNumber of Doors (ea) 2.00                                                               2.00                                                                                                Door Type Steel Door Steel Interior DoorCategory Interior Finish PaintMaterial Laytex Paint Latex Water BasedThickness (mm) n/a n/aCategory Gypsum Board Gypsum BoardMaterial Type X Gypsum Fire Rated Type XThickness (mm) 16.00                                                             16.00                                                                                              Envelope Category R-12 Acoustical Insulation InsulationMaterial Fiberglass Batt Fiberglass BattThickness (mm) 92.00                                                             92.00                                                                                              Category R-12 Acoustical Insulation InsulationMaterial Fiberglass Batt Fiberglass BattThickness (mm) 92.00                                                             92.00                                                                                              Category Gypsum Board Gypsum BoardMaterial Type X Gypsum Fire Rated Type XThickness (mm) 16mm 16.00                                                                                              Category Interior Finish PaintMaterial Laytex Paint Latex Water BasedThickness (mm) n/a n/a4.4.31 Interior Wall _ Steel Stud _ W7 _ Double Stud Acoustic/ Mechanical Partition _ 92mm Stud _ Wood Door _ GL1ALength (m) 209.00                                                          209.00                                                                                            Height (m) 4.30                                                               5.30                                                                                                Area (m2) 898.70                                                          1,107.70                                                                                         Steel Stud Sheathing Type None NoneStud Spacing (mm) 400.00                                                          400.00                                                                                            Stud Weight (Ga) 25.00                                                             25.00                                                                                              Stud Thickness (mm) 92.00                                                             92.00                                                                                              Load Bearing No NoSheathing Type None NoneStud Spacing (mm) 400.00                                                          400.00                                                                                            Stud Weight (Ga) 25.00                                                             25.00                                                                                              Stud Thickness (mm) 92.00                                                             92.00                                                                                              Load Bearing No NoOpenings Number of Windows (ea) 22.00                                                             22.00                                                                                              Total Window Area (m2) 55.00                                                             78.00                                                                                              Frame Type Insulated Aluminum Aluminum FrameGlazing Type 13mm Laminated Glass Standard GlazingNumber of Doors (ea) 26.00                                                             26.00                                                                                              Door Type Solid Core Wood Solid Wood DoorCategory Interior Finish PaintMaterial Laytex Paint Latex Water BasedThickness (mm) n/a n/aCategory Gypsum Board Gypsum BoardMaterial Type X Gypsum Fire Rated Type XThickness (mm) 16.00                                                             16.00                                                                                              Envelope Category R-12 Acoustical Insulation InsulationMaterial Fiberglass Batt Fiberglass BattThickness (mm) 92.00                                                             92.00                                                                                              Category R-12 Acoustical Insulation InsulationMaterial Fiberglass Batt Fiberglass BattThickness (mm) 92.00                                                             92.00                                                                                              Category Gypsum Board Gypsum BoardMaterial Type X Gypsum Fire Rated Type XThickness (mm) 16.00                                                             16.00                                                                                              Category Interior Finish PaintMaterial Laytex Paint Latex Water BasedThickness (mm) n/a n/aKnown/Measured IE InputsInput ValuesIE Inputs Document - New SUB ProjectAssembly Group Assembly Type Assembly Name Input Fields4.4.32 Interior Wall _ Steel Stud _ W7-22 _ Double Stud Acoustic/ Mechanical Partition w/ 2 Layers Both Sides _ 92mm Stud _ Wood Door _ 10mm GlassLength (m) 60.00                                                             60.00                                                                                              Height (m) 4.30                                                               4.30                                                                                                Area (m2) 258.00                                                          258.00                                                                                            Steel Stud Sheathing Type None NoneStud Spacing (mm) 400.00                                                          400.00                                                                                            Stud Weight (Ga) 25.00                                                             25.00                                                                                              Stud Thickness (mm) 92.00                                                             92.00                                                                                              Load Bearing No NoSheathing Type None NoneStud Spacing (mm) 400.00                                                          400.00                                                                                            Stud Weight (Ga) 25.00                                                             25.00                                                                                              Stud Thickness (mm) 92.00                                                             92.00                                                                                              Load Bearing No NoOpenings Number of Windows (ea) 8.00                                                               8.00                                                                                                Total Window Area (m2) 14.00                                                             14.00                                                                                              Frame Type Wood Frame Wood FrameGlazing Type 10mm Glass Standard GlazingNumber of Doors (ea) 4.00                                                               4.00                                                                                                Door Type Wood Door Wood DoorEnvelope Category Interior Finish PaintMaterial Laytex Paint Latex Water BasedThickness n/a n/aCategory Gypsum Board Gypsum BoardMaterial Type X Gypsum Fire Rated Type XThickness (mm) 16.00                                                             16.00                                                                                              Category Gypsum Board Gypsum BoardMaterial Type X Gypsum Fire Rated Type XThickness (mm) 16.00                                                             16.00                                                                                              Category R-12 Acoustical Insulation InsulationMaterial Fiberglass Batt Fiberglass BattThickness (mm) 92.00                                                             92.00                                                                                              Category R-12 Acoustical Insulation InsulationMaterial Fiberglass Batt Fiberglass BattThickness (mm) 92.00                                                             92.00                                                                                              Category Gypsum Board Gypsum BoardMaterial Type X Gypsum Fire Rated Type XThickness (mm) 16.00                                                             16.00                                                                                              Category Gypsum Board Gypsum BoardMaterial Type X Gypsum Fire Rated Type XThickness (mm) 16.00                                                             16.00                                                                                              Category Interior Finish PaintMaterial Laytex Paint Latex Water BasedThickness n/a n/a4.4.33 Interior Wall _ Steel Stud _ W7-T _ Double Stud Acoustic/ Mechanical Partition Tile Clad Both Sides _ 92mm StudLength (m) 40.00                                                             40.00                                                                                              Height (m) Varies 4.57                                                                                                Area (m2) 182.80                                                          182.80                                                                                            Steel Stud Sheathing Type None NoneStud Spacing (mm) 400.00                                                          400.00                                                                                            Stud Weight (Ga) 25.00                                                             25.00                                                                                              Stud Thickness (mm) 92.00                                                             92.00                                                                                              Load Bearing No NoSheathing Type None NoneStud Spacing (mm) 400.00                                                          400.00                                                                                            Stud Weight (Ga) 25.00                                                             25.00                                                                                              Stud Thickness (mm) 92.00                                                             92.00                                                                                              Load Bearing No NoOpenings Number of Windows (ea) None NoneTotal Window Area (m2) None NoneFrame Type None NoneGlazing Type None NoneNumber of Doors (ea) None NoneDoor Type None NoneEnvelope Category Backer Board Gypsum BoardMaterial Coated Glass Mat Gypsum Moisture Resistant Gypsum BoardThickness (mm) 16.00                                                             16.00                                                                                              Category R-12 Acoustical Insulation InsulationMaterial Fiberglass Batt Fiberglass BattThickness (mm) 92.00                                                             92.00                                                                                              Category R-12 Acoustical Insulation InsulationMaterial Fiberglass Batt Fiberglass BattThickness (mm) 92.00                                                             92.00                                                                                              Category Backer Board Gypsum BoardMaterial Coated Glass Mat Gypsum Moisture Resistant Gypsum BoardThickness (mm) 16.00                                                             16.00                                                                                              4.4.34 Interior Wall _ Steel Stud _ W7-T1 _ Double Stud Acoustic/ Mechanical Partition Tile Clad One Side _ 92mm StudLength (m) 7.00                                                               7.00                                                                                                Height (m) 4.30                                                               4.30                                                                                                Area (m2) 30.10                                                             30.10                                                                                              Steel Stud Sheathing Type None NoneStud Spacing (mm) 400.00                                                          400.00                                                                                            Stud Weight (Ga) 25.00                                                             25.00                                                                                              Stud Thickness (mm) 92.00                                                             92.00                                                                                              Load Bearing No NoSheathing Type None NoneStud Spacing (mm) 400.00                                                          400.00                                                                                            Stud Weight (Ga) 25.00                                                             25.00                                                                                              Stud Thickness (mm) 92.00                                                             92.00                                                                                              Load Bearing No NoOpenings Number of Windows (ea) None NoneTotal Window Area (m2) None NoneFrame Type None NoneGlazing Type None NoneNumber of Doors (ea) None NoneDoor Type None NoneCategory Backer Board Gypsum BoardMaterial Coated Glass Mat Gypsum Moisture Resistant Gypsum BoardThickness (mm) 16.00                                                             16.00                                                                                              Category R-12 Acoustical Insulation InsulationMaterial Fiberglass Batt Fiberglass BattThickness (mm) 92.00                                                             92.00                                                                                              Envelope Category R-12 Acoustical Insulation InsulationMaterial Fiberglass Batt Fiberglass BattThickness (mm) 92.00                                                             92.00                                                                                              Category Gypsum Board Gypsum BoardMaterial Regular Gypsum RegularThickness (mm) 16.00                                                             16.00                                                                                              Category Interior Finish PaintMaterial Laytex Paint Latex Water BasedThickness (mm) n/a NoneKnown/Measured IE InputsInput ValuesIE Inputs Document - New SUB ProjectAssembly Group Assembly Type Assembly Name Input Fields4.4.35 Interior Wall _ Steel Stud _ W9 _ Double Stud Partition _ 152mm StudLength (m) 17.00                                                             17.00                                                                                              Height (m) Varies 6.34                                                                                                Area (m2) 107.70                                                          107.70                                                                                            Steel Stud Sheathing Type None NoneStud Spacing (mm) 400.00                                                          400.00                                                                                            Stud Weight (Ga) 25.00                                                             25.00                                                                                              Stud Thickness (mm) 152.00                                                          152.00                                                                                            Load Bearing No NoSheathing Type None NoneStud Spacing (mm) 400.00                                                          400.00                                                                                            Stud Weight (Ga) 25.00                                                             25.00                                                                                              Stud Thickness (mm) 152.00                                                          152.00                                                                                            Load Bearing No NoOpenings Number of Windows (ea) None NoneTotal Window Area (m2) None NoneFrame Type None NoneGlazing Type None noneNumber of Doors (ea) None NoneDoor Type None NoneEnvelope Category Interior Finish PaintMaterial Laytex Paint Latex Water BasedThickness (mm) n/a n/aCategory Gypsum Board Gypsum BoardMaterial Type X Gypsum Fire Rated Type XThickness (mm) 16.00                                                             16.00                                                                                              Category Air/ Vapour Barrier Vapour & Air BarrierMaterial Polyethylene Sheet Polyethylene Thickness (mil) 6.00                                                               6.00                                                                                                Category R-12 Acoustical Insulation InsulationMaterial Mineral Fiber batt Rockwool BattThickness (mm) 92.00                                                             92.00                                                                                              Category R-12 Acoustical Insulation InsulationMaterial Mineral Fiber batt Rockwool BattThickness (mm) 92.00                                                             92.00                                                                                              Category Gypsum Board Gypsum BoardMaterial Type X Gypsum Fire Rated Type XThickness (mm) 16.00                                                             16.00                                                                                              Category Interior Finish PaintMaterial Laytex Paint Latex Water BasedThickness (mm) n/a None4.5 Wood Stud4.5.1 Interior Wall _ Wood Stud _ W8 _ Double Stud Acoustic Partition _ 140/184mm Stud _ Wood Door _ 10mm GlassLength (m) 69.00                                                             69.00                                                                                              Height (m) 4.30                                                               4.30                                                                                                Area (m2) 296.70                                                          296.70                                                                                            Wood Stud Sheathing Type  10mm Plywood PlywoodStud Spacing (mm) 400.00                                                          400.00                                                                                            Stud Type Kiln-dried Kiln-driedStud Thickness (mm) 140.00                                                          140.00                                                                                            Load Bearing No NoSheathing Type  10mm Plywood PlywoodStud Spacing (mm) 400.00                                                          400.00                                                                                            Stud Type Kiln-dried Kiln-driedStud Thickness (mm) 184.00                                                          184.00                                                                                            Load Bearing No NoOpenings Number of Windows (ea) 2.00                                                               2.00                                                                                                Total Window Area (m2) 19.00                                                             19.00                                                                                              Frame Type Wood Frame Wood FrameGlazing Type 10mm Laminated Standard GlazingNumber of Doors (ea) 4.00                                                               4.00                                                                                                Door Type Solid Core Wood Solid Wood DoorEnvelope Category Gypsum Board Gypsum BoardMaterial Type X Gypsum Fire Rated Type XThickness (mm) 13.00                                                             13.00                                                                                              Category Gypsum Board Gypsum BoardMaterial Type X Gypsum Fire Rated Type XThickness (mm) 13.00                                                             13.00                                                                                              Category Acoustic Insulation InsulationMaterial Black Mat Acoustical Blanket Rockwool BattThickness (mm) -                                                                 50.00                                                                                              Category R-12 Acoustic Insulation InsulationMaterial Fiberglass Batt Fiberglass BattThickness (mm) 92.00                                                             92.00                                                                                              Category Gypsum Board Gypsum BoardMaterial Type X Gypsum Fire Rated Type XThickness (mm) 13.00                                                             13.00                                                                                              Category Gypsum Board Gypsum BoardMaterial Type X Gypsum Fire Rated Type XThickness (mm) 13.00                                                             13.00                                                                                              4.6 Concrete Block/Steel Stud4.6.1 Interior Wall _ Concrete Block/Steel Stud _ M2 _ Concrete Block Wall w/ Furring Both Sides _ 190mm Block/ 25mm Channel _ Wood DoorLength (m) 26.00                                                             26.00                                                                                              Height (m) Varies 4.07                                                                                                Area (m2) 105.80                                                          105.80                                                                                            Concrete Block Thickness (mm) 190.00                                                          N/ARebar (M) 10.00                                                             10.00                                                                                              Steel Stud Sheathing Type None NoneStud Spacing (mm) 400.00                                                          400.00                                                                                            Stud Weight (Ga) 25.00                                                             25.00                                                                                              Stud Thickness (mm) 50.00                                                             92.00                                                                                              Load Bearing No NoOpenings Number of Windows (ea) None NoneTotal Window Area (m2) None NoneFrame Type None NoneGlazing Type None NoneNumber of Doors (ea) 3.00                                                               3.00                                                                                                Door Type Solid Core Wood Solid Wood DoorEnvelope Category Interior Finish PaintMaterial Laytex Paint Latex Water BasedThickness (mm) n/a n/aCategory Gypsum Board Gypsum BoardMaterial Regular Gypsum RegularThickness (mm) 16.00                                                             16.00                                                                                              Category Gypsum Board Gypsum BoardMaterial Regular Gypsum RegularThickness (mm) 16.00                                                             16.00                                                                                              Category Interior Finish PaintMaterial Laytex Paint Latex Water BasedThickness (mm) n/a n/aKnown/Measured IE InputsInput ValuesIE Inputs Document - New SUB ProjectAssembly Group Assembly Type Assembly Name Input Fields5.0 Exterior Walls & Parapets5.1 Cast In Place5.1.1 Exterior Wall _ Cast In Place _ EW2 sim (No Insulation, No Finish) _ Below Grade Wall _ 250w _ 30MPaLength (m) 11.00                                                             11.00                                                                                              Height (m) 4.00                                                               4.00                                                                                                Area (m2) 44.00                                                             44.00                                                                                              Concrete Strength (MPa) 30.00                                                             30.00                                                                                              Thickness (mm) 250.00                                                          300.00                                                                                            Reinforcement (M) 15M Vert./ 10M Horiz. 15.00                                                                                              Concrete Flyash (%) 35.00                                                             35.00                                                                                              Openings Number of Windows None NoneTotal Window Area (m2) None NoneFrame Type None NoneGlazing Type None NoneNumber of Doors (ea) None NoneDoor Type None NoneEnvelope Category Protection Board InsulationMaterial Extruded Polystyrene Polystyrene ExtrudedThickness (mm) 25.00                                                             25.38                                                                                              Category Drainage Mat Vapour & Air BarrierMaterial HDPE Panel Vapour BarrierThickness (mil) - 6.00                                                                                                Category Waterproofing Roof EnvelopesMaterial Torch-On Sheet Standard Modified Bitumen Membrane 2 plyThickness (mm) -                                                                 n/a5.1.2 Exterior Wall _ Cast In Place _ EW3 _ Below Grade Wall _ 250w _ 30MPaLength (m) 83.00                                                             83.00                                                                                              Height (m) Varies 3.86                                                                                                Area (m2) 320.55                                                          320.55                                                                                            Concrete Strength (MPa) 30.00                                                             30.00                                                                                              Thickness (mm) 250.00                                                          300.00                                                                                            Reinforcement (M) 20M Vert./ 10M Horiz. 20.00                                                                                              Concrete Flyash (%) 35.00                                                             35.00                                                                                              Openings Number of Windows None NoneTotal Window Area (m2) None NoneFrame Type None NoneGlazing Type None NoneNumber of Doors (ea) None NoneDoor Type None NoneEnvelope Category Protection Board InsulationMaterial Extruded Polystyrene Polystyrene ExtrudedThickness (mm) 25.00                                                             25.38                                                                                              Category Drainage Mat Vapour & Air BarrierMaterial HDPE Panel Vapour BarrierThickness (mil) - 6.00                                                                                                Category R-15 Board Insulation InsulationMaterial Extruded Polystyrene Polystyrene ExtrudedThickness (mm) 75.00                                                             75.00                                                                                              Category Waterproofing Roof EnvelopesMaterial Torch-On Sheet Standard Modified Bitumen Membrane 2 plyThickness (mm) -                                                                 n/a5.1.3 Exterior Wall _ Cast In Place _ EW3 _ Below Grade Wall _ 300w _ 30MPaLength (m) 66.00                                                             66.00                                                                                              Height (m) Varies 4.17                                                                                                Area (m2) 274.95                                                          274.95                                                                                            Concrete Strength (MPa) 30.00                                                             30.00                                                                                              Thickness (mm) 300.00                                                          300.00                                                                                            Reinforcement (M) 20M Vert./ 10M Horiz. 20.00                                                                                              Concrete Flyash (%) 35.00                                                             35.00                                                                                              Openings Number of Windows None NoneTotal Window Area (m2) None NoneFrame Type None NoneGlazing Type None NoneNumber of Doors (ea) None NoneDoor Type None NoneEnvelope Category Protection Board InsulationMaterial Extruded Polystyrene Polystyrene ExtrudedThickness (mm) 25.00                                                             25.38                                                                                              Category Drainage Mat Vapour & Air BarrierMaterial HDPE Panel Vapour BarrierThickness (mil) - 6.00                                                                                                Category R-15 Board Insulation InsulationMaterial Extruded Polystyrene Polystyrene ExtrudedThickness (mm) 75.00                                                             75.00                                                                                              Category Waterproofing Roof EnvelopesMaterial Torch-On Sheet Standard Modified Bitumen Membrane 2 plyThickness (mm) -                                                                 n/a5.1.4 Exterior Wall _ Cast In Place _ EW3 _ Below Grade Wall _ 600w _ 45MPaLength (m) 8.00                                                               8.00                                                                                                Height (m) 3.90                                                               3.90                                                                                                Area (m2) 31.20                                                             31.20                                                                                              Concrete Strength (MPa) 45.00                                                             30.00                                                                                              Thickness (mm) 600.00                                                          300.00                                                                                            Reinforcement (M) 15M Vert./ 20M Horiz. 20MConcrete Flyash (%) 35.00                                                             35.00                                                                                              Strength (MPa) n/a 60MPaThickness (mm) n/a 300mmReinforcement (M) n/a 20MConcrete Flyash (%) n/a AverageOpenings Number of Windows None NoneTotal Window Area (m2) None NoneFrame Type None NoneGlazing Type None NoneNumber of Doors (ea) None NoneDoor Type None NoneEnvelope Category Protection Board InsulationMaterial Extruded Polystyrene Polystyrene ExtrudedThickness (mm) 25.00                                                             25.38                                                                                              Category Drainage Mat Vapour & Air BarrierMaterial HDPE Panel Vapour BarrierThickness (mil) - 6.00                                                                                                Category R-15 Board Insulation InsulationMaterial Extruded Polystyrene Polystyrene ExtrudedThickness (mm) 75.00                                                             75.00                                                                                              Category Waterproofing Roof EnvelopesMaterial Torch-On Sheet Standard Modified Bitumen Membrane 2 plyThickness (mm) -                                                                 n/aKnown/Measured IE InputsInput ValuesIE Inputs Document - New SUB ProjectAssembly Group Assembly Type Assembly Name Input Fields5.1.5 Parapet _ Cast In Place _ EW1 _ GFRC Clad Wall _ 200w _ 30MPa  _ Detail 4-A660Length (m) 24.00                                                             24.00                                                                                              Height (m) 0.58                                                               0.58                                                                                                Area 13.92                                                             13.92                                                                                              Concrete Strength 30MPa 30MPaThickness 200mm 200mmReinforcement - 15MConcrete Flyash % 35.00                                                             35.00                                                                                              Openings Number of Windows None NoneTotal Window Area (m2) None NoneFrame Type None NoneGlazing Type None NoneNumber of Doors None NoneDoor Type None NoneEnvelope Category Cladding CladdingMaterial GFRC Cladding w/ Suspension Rail and Steel Girt Fiber Cement SidingThickness (mm) 13.00                                                             n/aCategory Drainage Plane Membrane Vapour & Air BarrierMaterial Spun-Bonded Poly-Olefin Sheet Air BarrierThickness (mm) -                                                                 n/aCategory Cavity Wall Insulation InsulationMaterial Mineral Fibre Board Rockwool BattThickness (mm) 150.00                                                          150.00                                                                                            Category Air/ Vapour Barrier Vapour & Air BarrierMaterial Polyethylene Sheet Polyethylene Thickness (mil) 6.00                                                               6.00                                                                                                Category Air/ Vapour Barrier Vapour & Air BarrierMaterial Polyethylene Sheet Polyethylene Thickness (mil) 6.00                                                               6.00                                                                                                Category Waterproof Membrane Roof EnvelopesMaterial 2-Ply SBS Membrane Standard Modified Bitumen Membrane 2 plyThickness (mm) -                                                                 n/aCategory Board Insulation InsulationMaterial Polyisocyanurate Foam w/ Glass Reinforced Facer Wall Polyiso Foam Board Foil FacerThickness (mm) 100.00                                                          100.00                                                                                            Category Exterior Sheathing Gypsum BoardMaterial Water Resistant, Fiberglass Mat Facing Gypsum Board Gypsum Moisture ResistantThickness (mm) 13.00                                                             13.00                                                                                              5.1.6 Parapet _ Cast In Place _ EW1 _ GFRC Clad Wall _ 200w _ 30MPa _ Detail 5-A651Length (m) 134.00                                                          134.00                                                                                            Height (m) 1.10                                                               1.10                                                                                                Area (m2) 147.40                                                          147.40                                                                                            Concrete Strength (MPa) 30.00                                                             30.00                                                                                              Thickness (mm) 200.00                                                          200.00                                                                                            Reinforcement (M) - 15.00                                                                                              Concrete Flyash (%) 35.00                                                             35.00                                                                                              Openings Number of Windows None NoneTotal Window Area (m2) None NoneFrame Type None NoneGlazing Type None NoneNumber of Doors (ea) None NoneDoor Type None NoneEnvelope Category Cladding CladdingMaterial GFRC Cladding w/ Suspension Rail and Steel Girt Fiber Cement SidingThickness (mm) 13.00                                                             n/aCategory Drainage Plane Membrane Vapour & Air BarrierMaterial Spun-Bonded Poly-Olefin Sheet Air BarrierThickness (mm) -                                                                 n/aCategory Cavity Wall Insulation InsulationMaterial Mineral Fibre Board Rockwool BattThickness (mm) 150.00                                                          150.00                                                                                            Category Air/ Vapour Barrier Vapour & Air BarrierMaterial Polyethylene Sheet Polyethylene Thickness (mil) - 6milCategory Air/ Vapour Barrier Vapour & Air BarrierMaterial Polyethylene Sheet Polyethylene Thickness (mil) 6.00                                                               6.00                                                                                                Category Cavity Wall Insulation InsulationMaterial Mineral Fibre Board Rockwool BattThickness (mm) 150.00                                                          150.00                                                                                            Category Drainage Plane Membrane Vapour & Air BarrierMaterial Spun-Bonded Poly-Olefin Sheet Air BarrierThickness (mm) -                                                                 n/aCategory Cladding CladdingMaterial GFRC Cladding w/ Suspension Rail and Steel Girt Fiber Cement SidingThickness (mm) 13.00                                                             n/a5.2 Curtain Wall5.2.1 Exterior Wall _ Curtain Wall _ GL1 _ Triple GlazedLength (m) 249.00                                                          249.00                                                                                            Height (m) Varies 3.80                                                                                                Area (m2) 946.45                                                          946.45                                                                                            Curtain Wall Percent Viewable Glazing (%) 86.00                                                             86.00                                                                                              Percent Spandrel Panel (%) 14.00                                                             14.00                                                                                              Thickness of Insulation (mm) 100.00                                                          100.00                                                                                            Spandrel Type Glazed Opaque GlassDoor Opening Number of Doors (ea) 11.00                                                             11.00                                                                                              Door Type Aluminum, Fully Glazed Aluminum Exterior Door, 80% glazing5.2.2 Exterior Wall _ Curtain Wall _ GL2 _ Double GlazedLength (m) 556.00                                                          556.00                                                                                            Height (m) Varies 4.08                                                                                                Area (m2) 2,266.84                                                       2,266.84                                                                                         Curtain Wall Percent Viewable Glazing (%) 96.00                                                             96.00                                                                                              Percent Spandrel Panel (%) 4.00                                                               4.00                                                                                                Thickness of Insulation (mm) 100.00                                                          100.00                                                                                            Spandrel Type Glazed Opaque GlassDoor Opening Number of Doors (ea) 60.00                                                             60.00                                                                                              Door Type Aluminum, Fully Glazed Aluminum Exterior Door, 80% glazingKnown/Measured IE InputsInput ValuesIE Inputs Document - New SUB ProjectAssembly Group Assembly Type Assembly Name Input Fields5.3 Steel Stud5.3.1 Exterior Wall _ Steel Stud _ Curtainwall Head at Soffit _ Detail 2-A657Length (m) 261.00                                                          261.00                                                                                            Height (m) Varies 1.39                                                                                                Area (m2) 363.21                                                          363.21                                                                                            Steel Stud Sheathing Type None NoneStud Spacing (mm) 400.00                                                          400.00                                                                                            Stud Weight (Ga) 25.00                                                             20.00                                                                                              Stud Thickness (mm) 152.00                                                          152.00                                                                                            Load Bearing Yes YesOpenings Number of Windows (ea) None NoneTotal Window Area (m2) None NoneFrame Type None NoneGlazing Type None NoneNumber of Doors (ea) None NoneDoor Type None NoneEnvelope Category Cavity Wall Insulation InsulationMaterial Mineral Fibre Board Rockwool BattThickness (mm) 150.00                                                          150.00                                                                                            Category Air/ Vapour Barrier Vapour & Air BarrierMaterial Polyethylene Sheet Polyethylene Thickness (mil) 6.00                                                               6.00                                                                                                Category Exterior Sheathing Gypsum BoardMaterial Water Resistant, Fiberglass Mat Facing Gypsum Board Gypsum Moisture ResistantThickness (mm) 13.00                                                             13.00                                                                                              Category Spray Foam Insulation InsulationMaterial Polyisocyanurate Foam Polyisocyanurate FoamThickness (mil) 100.00                                                          100.00                                                                                            Category Gypsum Board Gypsum BoardMaterial Regular Gypsum RegularThickness (mm) 16mm 16mmCategory Interior Finish PaintMaterial Latex Paint Latex Water BasedThickness n/a n/a5.3.2 Exterior Wall _ Steel Stud _ EW1 _ GFRC Clad WallLength (m) 539.00                                                          539.00                                                                                            Height (m) Varies 4.08                                                                                                Area (m2) 2,198.50                                                       2,198.50                                                                                         Steel Stud Sheathing Type None NoneStud Spacing (mm) 400.00                                                          400.00                                                                                            Stud Weight (Ga) 25.00                                                             25.00                                                                                              Stud Thickness (mm) 152.00                                                          152.00                                                                                            Load Bearing No NoOpenings Number of Windows (ea) 177.00                                                          177.00                                                                                            Total Window Area (m2) 484.00                                                          484.00                                                                                            Frame Type Aluminum AluminumGlazing Type Triple Glazed, Argon Filled StandardNumber of Doors (ea) None NoneDoor Type None NoneEnvelope Category Cladding CladdingMaterial GFRC Cladding w/ Suspension Rail and Steel Girt Fiber Cement SidingThickness (mm) 13.00                                                             n/aCategory Drainage Plane Membrane Vapour & Air BarrierMaterial Spun-Bonded Poly-Olefin Sheet Air BarrierThickness (mm) -                                                                 n/aCategory Cavity Wall Insulation InsulationMaterial Mineral Fibre Board Rockwool BattThickness (mm) 150.00                                                          150.00                                                                                            Category Air/ Vapour Barrier Vapour & Air BarrierMaterial Polyethylene Sheet Polyethylene Thickness (mil) 6.00                                                               6.00                                                                                                Category Exterior Sheathing Gypsum BoardMaterial Water Resistant, Fiberglass Mat Facing Gypsum Board Gypsum Moisture ResistantThickness (mm) 13.00                                                             13.00                                                                                              Category Spray Foam Insulation InsulationMaterial Polyisocyanurate Foam Polyisocyanurate FoamThickness (mm) 100.00                                                          100.00                                                                                            Category Gypsum Board Gypsum BoardMaterial Regular Gypsum RegularThickness (mm) 16mm 16mmCategory Interior Finish PaintMaterial Latex Paint Latex Water BasedThickness (mm) n/a n/a5.3.3 Exterior Wall _ Steel Stud _ EW7 _ Louvered WallLength (m) 223.00                                                          223.00                                                                                            Height (m) Varies 3.94                                                                                                Area (m2) 879.20                                                          879.20                                                                                            Steel Stud Sheathing Type None NoneStud Spacing (mm) 400.00                                                          400.00                                                                                            Stud Weight (Ga) 25.00                                                             25.00                                                                                              Stud Thickness (mm) 92.00                                                             92.00                                                                                              Load Bearing No NoOpenings Number of Windows (ea) None NoneTotal Window Area (m2) None NoneFrame Type None NoneGlazing Type None NoneNumber of Doors (ea) None NoneDoor Type None NoneEnvelope Category Cladding CladdingMaterial Prefinished Aluminum Louver supported on Z-Girts Steel Cladding - Commercial (26 ga)Thickness (mm) - n/aCategory Cavity Wall Insulation Cavity Wall InsulationMaterial Mineral Fibre Board Rockwool BattThickness (mm) 75.00                                                             75.00                                                                                              Category Air/ Vapour Barrier Vapour & Air BarrierMaterial Polyethylene Sheet Polyethylene Thickness (mil) 6.00                                                               6.00                                                                                                Category Exterior Sheathing Gypsum BoardMaterial Water Resistant, Fiberglass Mat Facing Gypsum Board Gypsum Moisture ResistantThickness (mm) 13.00                                                             13.00                                                                                              Category R-10 Spray Foam Insulation InsulationMaterial Polyisocyanurate Foam Polyisocyanurate FoamThickness (mm) 50.00                                                             50.00                                                                                              Category Gypsum Board Gypsum BoardMaterial Regular Gypsum RegularThickness (mm) 16mm 16mmCategory Interior Finish PaintMaterial Latex Paint Latex Water BasedThickness (mm) n/a n/aKnown/Measured IE InputsInput ValuesIE Inputs Document - New SUB ProjectAssembly Group Assembly Type Assembly Name Input Fields5.3.4 Exterior Wall _ Steel Stud _ EW8 _ EIFSLength (m) 196.00                                                          196.00                                                                                            Height (m) Varies 1.39                                                                                                Area (m2) 271.70                                                          271.70                                                                                            Steel Stud Sheathing Type None NoneStud Spacing 400.00                                                          400.00                                                                                            Stud Weight 25.00                                                             20.00                                                                                              Stud Thickness (mm) 152mm 152mmLoad Bearing Yes YesOpenings Number of Windows None NoneTotal Window Area (m2) None NoneFrame Type None NoneGlazing Type None NoneNumber of Doors (ea) 3.00                                                               3.00                                                                                                Door Type Hollow Metal Steel ExteriorEnvelope Category Cladding CladdingMaterial Stucco System Including Reinforcing and Starter Mesh Stucco - Over metal meshThickness (mm) - n/aCategory R-25 Board Insulation InsulationMaterial Expanded Polystyrene Polystyrene ExpandedThickness (mm) 150.00                                                          150.00                                                                                            Category Drainage Track Vapour & Air BarrierMaterial Corrugated Plastic Sheet Polyethylene Thickness (mm, mil) -                                                                 6.00                                                                                                Category Transition Membrane Roof EnvelopesMaterial Spray Applied Rubber Barrier EPDM MembraneThickness (mil) 40.00                                                             60.00                                                                                              Category Water Penetration Membrane Vapour & Air BarrierMaterial Spunbonded Polyolefin Air BarrierThickness (mm) -                                                                 n/aCategory Cavity Wall Insulation InsulationMaterial Mineral Fibre Board Rockwool BattThickness (mm) 100.00                                                          100.00                                                                                            Category Air/ Vapour Barrier Vapour & Air BarrierMaterial Polyethylene Sheet Polyethylene Thickness (mil) 6.00                                                               6.00                                                                                                Category Exterior Sheathing Gypsum BoardMaterial Water Resistant, Fiberglass Mat Facing Gypsum Board Gypsum Moisture ResistantThickness (mm) 13.00                                                             13.00                                                                                              Category Gypsum Board Gypsum BoardMaterial Regular Gypsum RegularThickness (mm) 16mm 16mmCategory Interior Finish PaintMaterial Latex Paint Latex Water BasedThickness (mm) n/a n/a5.3.5 Exterior Wall _ Steel Stud _ EW9 _ Aluminum CladdingLength (m) 100.00                                                          100.00                                                                                            Height (m) Varies 2.92                                                                                                Area (m2) 291.94                                                          291.94                                                                                            Steel Stud Sheathing Type None NoneStud Spacing (mm) 400.00                                                          400.00                                                                                            Stud Weight (Ga) 25.00                                                             25.00                                                                                              Stud Thickness (mm) 152.00                                                          152.00                                                                                            Load Bearing No NoOpenings Number of Windows (ea) None NoneTotal Window Area (m2) None NoneFrame Type None NoneGlazing Type None NoneNumber of Doors (ea) 6.00                                                               6.00                                                                                                Door Type Hollow Metal Steel ExteriorEnvelope Category Cladding CladdingMaterialPrefinished Aluminum Composite Panels w/ Horizontal Suspensions Rail and Vertical Steel Girt Steel Cladding - Commercial (26 ga)Thickness (mm) 13.00                                                             n/aCategory Drainage Plane Membrane Vapour & Air BarrierMaterial Spun-Bonded Poly-Olefin Sheet Air BarrierThickness (mm) -                                                                 n/aCategory Cavity Wall Insulation InsulationMaterial Mineral Fibre Board Rockwool BattThickness (mm) 150.00                                                          150.00                                                                                            Category Air/ Vapour Barrier Vapour & Air BarrierMaterial Polyethylene Sheet Polyethylene Thickness (mil) 6.00                                                               6.00                                                                                                Category Exterior Sheathing Gypsum BoardMaterial Water Resistant, Fiberglass Mat Facing Gypsum Board Gypsum Moisture ResistantThickness (mm) 13.00                                                             13.00                                                                                              Category Spray Foam Insulation InsulationMaterial Polyisocyanurate Foam Polyisocyanurate FoamThickness (mm) 100.00                                                          100.00                                                                                            Category Gypsum Board Gypsum BoardMaterial Regular Gypsum RegularThickness (mm) 16mm 16mmCategory Interior Finish PaintMaterial Latex Paint Latex Water BasedThickness (mm) n/a n/aKnown/Measured IE InputsInput ValuesIE Inputs Document - New SUB ProjectAssembly Group Assembly Type Assembly Name Input Fields5.3.6 Exterior Wall _ Steel Stud _ RW _ Standing Seam Zinc Roof WallLength (m) 264.00                                                          264.00                                                                                            Height (m) Varies 4.30                                                                                                Area 1,134.48                                                       1,134.48                                                                                         Steel Stud Sheathing Type None NoneStud Spacing None 600.00                                                                                            Stud Weight None 25.00                                                                                              Stud Thickness (mm) None 92.00                                                                                              Load Bearing No NoOpenings Number of Windows 75.00                                                             75.00                                                                                              Total Window Area (m2) 156.00                                                          156.00                                                                                            Frame Type Aluminum Frame Aluminum FrameGlazing Type Triple Glazed, Argon Filled StandardNumber of Doors None NoneDoor Type None NoneEnvelope Category Cladding CladdingMaterial Standing Seam Zinc Steel Cladding - Commercial (26 ga)Thickness -                                                                 n/aCategory Drainage Plane Membrane Vapour & Air BarrierMaterial Spun-Bonded Poly-Olefin Sheet Air BarrierThickness -                                                                 n/aCategory R-25 Cavity Wall Insulation InsulationMaterial Mineral Fibre Board Rocwool BatThickness 150.00                                                          150.00                                                                                            Category Air/ Vapour Barrier Vapour & Air BarrierMaterial Polyethylene Sheet Polyethylene Thickness (mil) 6.00                                                               6.00                                                                                                Category Exterior Sheathing Gypsum BoardMaterial Water Resistant, Fiberglass Mat Facing Gypsum Board (Type X) Gypsum Fire Rated Type XThickness (mm) 16.00                                                             16.00                                                                                              Category Acoustic Insulation InsulationMaterial Fiberglass Batt Fiberglass BattThickness -                                                                 92.00                                                                                              Category Metal Deck Steel Roof SystemMaterial Acoustical Metal Deck 26 Ga. Galvanized Sheet (Commercial)Thickness 92.00                                                             n/aCategory Interior Finish Included inMaterial Paint 26 Ga. Galvanized Sheet (Commercial)Thickness n/a n/a5.3.7 Parapet _ Steel Stud _ EW1 _ GFRC Clad Wall _ Detail 3-A657Length (m) 35.00                                                             35.00                                                                                              Height (m) 1.10                                                               1.10                                                                                                Area (m2) 38.50                                                             38.50                                                                                              Steel Stud Sheathing Type None NoneStud Spacing 400.00                                                          400.00                                                                                            Stud Weight 20.00                                                             20.00                                                                                              Stud Thickness (mm) 152.00                                                          152.00                                                                                            Load Bearing Yes YesOpenings Number of Windows None NoneTotal Window Area (m2) None NoneFrame Type None NoneGlazing Type None NoneNumber of Doors (ea) None NoneDoor Type None NoneEnvelope Category Cladding CladdingMaterial GFRC Cladding w/ Suspension Rail and Steel Girt Fiber Cement SidingThickness (mm) 13.00                                                             n/aCategory Drainage Plane Membrane Vapour & Air BarrierMaterial Spun-Bonded Poly-Olefin Sheet Air BarrierThickness (mm) -                                                                 n/aCategory Cavity Wall Insulation InsulationMaterial Mineral Fibre Board Rockwool BattThickness (mm) 150.00                                                          150.00                                                                                            Category Air/ Vapour Barrier Vapour & Air BarrierMaterial Polyethylene Sheet Polyethylene Thickness (mil) 6.00                                                               6.00                                                                                                Category Exterior Sheathing Gypsum BoardMaterial Water Resistant, Fiberglass Mat Facing Gypsum Board Gypsum Moisture ResistantThickness (mm) 13.00                                                             13.00                                                                                              Category Spray Foam Insulation InsulationMaterial Polyisocyanurate Foam Polyisocyanurate FoamThickness (mm) 50.00                                                             50.00                                                                                              Known/Measured IE InputsInput ValuesIE Inputs Document - New SUB ProjectAssembly Group Assembly Type Assembly Name Input Fields5.3.8 Parapet _ Steel Stud _ EW1 _ GFRC Clad Wall _ Detail 4-A655Length (m) 105.00                                                          105.00                                                                                            Height (m) 1.10                                                               1.10                                                                                                Area 115.50                                                          115.50                                                                                            Steel Stud Sheathing Type None NoneStud Spacing 400.00                                                          400.00                                                                                            Stud Weight 25.00                                                             20.00                                                                                              Stud Thickness (mm) 152.00                                                          152.00                                                                                            Load Bearing Yes YesOpenings Number of Windows None NoneTotal Window Area (m2) None NoneFrame Type None NoneGlazing Type None NoneNumber of Doors None NoneDoor Type None NoneEnvelope Category Cladding CladdingMaterial GFRC Cladding w/ Suspension Rail and Steel Girt Fiber Cement SidingThickness (mm) 13.00                                                             n/aCategory Drainage Plane Membrane Vapour & Air BarrierMaterial Spun-Bonded Poly-Olefin Sheet Air BarrierThickness (mm) -                                                                 n/aCategory Cavity Wall Insulation InsulationMaterial Mineral Fibre Board Rockwool BattThickness (mm) 150.00                                                          150.00                                                                                            Category Air/ Vapour Barrier Vapour & Air BarrierMaterial Polyethylene Sheet Polyethylene Thickness (mil) 6.00                                                               6.00                                                                                                Category Exterior Sheathing Gypsum BoardMaterial Water Resistant, Fiberglass Mat Facing Gypsum Board Gypsum Moisture ResistantThickness (mm) 13.00                                                             13.00                                                                                              Category Insulation InsulationMaterial Mineral Wool Rockwool BatThickness (mm) 150.00                                                          150.00                                                                                            Category Exterior Sheathing Gypsum BoardMaterial Water Resistant, Fiberglass Mat Facing Gypsum Board Gypsum Moisture ResistantThickness (mm) 13.00                                                             13.00                                                                                              Category Air/ Vapour Barrier Vapour & Air BarrierMaterial Polyethylene Sheet Polyethylene Thickness (mil) 6.00                                                               6.00                                                                                                Category Board Insulation InsulationMaterial Polyisocyanurate Foam w/ Glass Reinforced Facer Wall Polyiso Foam Board Foil FacerThickness (mm) 100.00                                                          100.00                                                                                            Category Exterior Sheathing Gypsum BoardMaterial Water Resistant, Fiberglass Mat Facing Gypsum Board Gypsum Moisture ResistantThickness (mm) 13.00                                                             13.00                                                                                              Category Waterproof Membrane Roof EnvelopesMaterial 2-Ply SBS Membrane Standard Modified Bitumen Membrane 2 plyThickness (mm) -                                                                 n/a5.3.9 Parapet _ Steel Stud _ EW7 _ Louvered Wall _ Detail 6-A654/3-A653/5-A659Length (m) 181.00                                                          181.00                                                                                            Height (m) 0.85                                                               0.85                                                                                                Area 153.85                                                          153.85                                                                                            Steel Stud Sheathing Type None NoneStud Spacing 400.00                                                          400.00                                                                                            Stud Weight 25.00                                                             20.00                                                                                              Stud Thickness (mm) 152.00                                                          152.00                                                                                            Load Bearing Yes YesOpenings Number of Windows None NoneTotal Window Area (m2) None NoneFrame Type None NoneGlazing Type None NoneNumber of Doors None NoneDoor Type None NoneEnvelope Category Cladding CladdingMaterial Prefinished Aluminum Louver supported on Z-Girts Steel Cladding - Commercial (26 ga)Thickness - n/aCategory Cavity Wall Insulation InsulationMaterial Mineral Fibre Board Rockwool BattThickness (mm) 75.00                                                             75.00                                                                                              Category Air/ Vapour Barrier Vapour & Air BarrierMaterial Polyethylene Sheet Polyethylene Thickness (mil) 6.00                                                               6.00                                                                                                Category Exterior Sheathing Gypsum BoardMaterial Water Resistant, Fiberglass Mat Facing Gypsum Board Gypsum Moisture ResistantThickness (mm) 13.00                                                             13.00                                                                                              Category Insulation InsulationMaterial Mineral Wool Rockwool BatThickness (mm) 150.00                                                          150.00                                                                                            Category Exterior Sheathing Gypsum BoardMaterial Water Resistant, Fiberglass Mat Facing Gypsum Board Gypsum Moisture ResistantThickness (mm) 13.00                                                             13.00                                                                                              Category Air/ Vapour Barrier Vapour & Air BarrierMaterial Polyethylene Sheet Polyethylene Thickness (mil) 6.00                                                               6.00                                                                                                Category Board Insulation InsulationMaterial Polyisocyanurate Foam w/ Glass Reinforced Facer Wall Polyiso Foam Board Foil FacerThickness (mm) 100.00                                                          100.00                                                                                            Category Exterior Sheathing Gypsum BoardMaterial Water Resistant, Fiberglass Mat Facing Gypsum Board Gypsum Moisture ResistantThickness (mm) 13.00                                                             13.00                                                                                              Category Waterproof Membrane Roof EnvelopesMaterial 2-Ply SBS Membrane Standard Modified Bitumen Membrane 2 plyThickness (mm) -                                                                 n/aKnown/Measured IE InputsInput ValuesIE Inputs Document - New SUB ProjectAssembly Group Assembly Type Assembly Name Input Fields5.3.10 Parapet _ Steel Stud _ EW9 _ Aluminum Cladding _ Detail 5-A659 simLength (m) 8.00                                                               8.00                                                                                                Height (m) 0.85                                                               0.85                                                                                                Area 6.80                                                               6.80                                                                                                Steel Stud Sheathing Type None NoneStud Spacing (mm) 400.00                                                          400.00                                                                                            Stud Weight (Ga) 25.00                                                             20.00                                                                                              Stud Thickness (mm) 152.00                                                          152.00                                                                                            Load Bearing Yes YesOpenings Number of Windows None NoneTotal Window Area (m2) None NoneFrame Type None NoneGlazing Type None NoneNumber of Doors None NoneDoor Type None NoneEnvelope Category Cladding CladdingMaterialPrefinished Aluminum Composite Panels w/ Horizontal Suspensions Rail and Vertical Steel Girt Steel Cladding - Commercial (26 ga)Thickness (mm) 13.00                                                             n/aCategory Drainage Plane Membrane Vapour & Air BarrierMaterial Spun-Bonded Poly-Olefin Sheet Air BarrierThickness (mm) -                                                                 n/aCategory Cavity Wall Insulation InsulationMaterial Mineral Fibre Board Rockwool BattThickness (mm) 75.00                                                             75.00                                                                                              Category Air/ Vapour Barrier Vapour & Air BarrierMaterial Polyethylene Sheet Polyethylene Thickness (mil) 6.00                                                               6.00                                                                                                Category Exterior Sheathing Gypsum BoardMaterial Water Resistant, Fiberglass Mat Facing Gypsum Board Gypsum Moisture ResistantThickness (mm) 13.00                                                             13.00                                                                                              Category Insulation InsulationMaterial Mineral Wool Rockwool BatThickness (mm) 150.00                                                          150.00                                                                                            Category Exterior Sheathing Gypsum BoardMaterial Water Resistant, Fiberglass Mat Facing Gypsum Board Gypsum Moisture ResistantThickness (mm) 13.00                                                             13.00                                                                                              Category Air/ Vapour Barrier Vapour & Air BarrierMaterial Polyethylene Sheet Polyethylene Thickness (mil) 6.00                                                               6.00                                                                                                Category Board Insulation InsulationMaterial Polyisocyanurate Foam w/ Glass Reinforced Facer Wall Polyiso Foam Board Foil FacerThickness (mm) 100.00                                                          100.00                                                                                            Category Exterior Sheathing Gypsum BoardMaterial Water Resistant, Fiberglass Mat Facing Gypsum Board Gypsum Moisture ResistantThickness (mm) 13.00                                                             13.00                                                                                              Category Waterproof Membrane Roof EnvelopesMaterial 2-Ply SBS Membrane Standard Modified Bitumen Membrane 2 plyThickness (mm) -                                                                 n/a5.4 Cast In Place/ Curtain Wall5.4.1 Parapet _ Cast In Place/Curtain Wall _ 200w _ 30MPa _ G1 _ Detail 2-A656 Length (m) 28.00                                                             28.00                                                                                              Height (m) 0.98                                                               0.98                                                                                                Area 27.30                                                             27.30                                                                                              Concrete Strength 30.00                                                             30.00                                                                                              Thickness 200.00                                                          200.00                                                                                            Reinforcement - 15.00                                                                                              Concrete Flyash % 35.00                                                             35.00                                                                                              Curtain Wall Percent Viewable Glazing 69.00                                                             69.00                                                                                              Percent Spandrel Panel 31.00                                                             31.00                                                                                              Thickness of Insulation (mm) 50mm 50mmSpandrel Type Glazed Opaque GlassOpenings Number of Windows None NoneTotal Window Area (m2) None NoneFrame Type None NoneGlazing Type None NoneNumber of Doors None NoneDoor Type None NoneEnvelope Category Drainage Plane Membrane Vapour & Air BarrierMaterial Spun-Bonded Poly-Olefin Sheet Air BarrierThickness (mm) -                                                                 n/aCategory Exterior Sheathing Gypsum BoardMaterial Water Resistant, Fiberglass Mat Facing Gypsum Board Gypsum Moisture ResistantThickness (mm) 13.00                                                             13.00                                                                                              Category Board Insulation InsulationMaterial Polyisocyanurate Foam w/ Glass Reinforced Facer Wall Polyiso Foam Board Foil FacerThickness (mm) 100.00                                                          100.00                                                                                            Category Waterproof Membrane Roof EnvelopesMaterial 2-Ply SBS Membrane Standard Modified Bitumen Membrane 2 plyThickness (mm) -                                                                 n/aCategory Air/ Vapour Barrier Vapour & Air BarrierMaterial Polyethylene Sheet Polyethylene Thickness (mil) 6.00                                                               6.00                                                                                                5.4.2 Parapet _ Cast In Place/Curtain Wall _ G1 _ Triple Glazed _ 200w _ 30MPa _ Detail 4-A653Length (m) 42.00                                                             42.00                                                                                              Height (m) 0.47                                                               0.47                                                                                                Area (m2) 19.74                                                             19.74                                                                                              Concrete Strength (MPa) 30.00                                                             30.00                                                                                              Thickness (mm) 200.00                                                          200.00                                                                                            Reinforcement (M) - 15.00                                                                                              Concrete Flyash (%) 35.00                                                             35.00                                                                                              Curtain Wall Percent Viewable Glazing (%) 36.00                                                             36.00                                                                                              Percent Spandrel Panel (%) 64.00                                                             64.00                                                                                              Thickness of Insulation (mm) 50.00                                                             50.00                                                                                              Spandrel Type Glazed Opaque GlassOpenings Number of Windows None NoneTotal Window Area (m2) None NoneFrame Type None NoneGlazing Type None NoneNumber of Doors (ea) None NoneDoor Type None NoneEnvelope Category Waterproof Membrane Roof EnvelopesMaterial 2-Ply SBS Membrane Standard Modified Bitumen Membrane 2 plyThickness (mm) -                                                                 n/aCategory Exterior Sheathing Gypsum BoardMaterial Water Resistant, Fiberglass Mat Facing Gypsum Board Gypsum Moisture ResistantThickness (mm) 13.00                                                             13.00                                                                                              Category Board Insulation InsulationMaterial Polyisocyanurate Foam w/ Glass Reinforced Facer Wall Polyiso Foam Board Foil FacerThickness (mm) 100.00                                                          100.00                                                                                            Category Air/ Vapour Barrier Vapour & Air BarrierMaterial Polyethylene Sheet Polyethylene Thickness (mil) 6.00                                                               6.00                                                                                                Known/Measured IE InputsInput ValuesIE Inputs Document - New SUB ProjectAssembly Group Assembly Type Assembly Name Input Fields5.4.3 Parapet _ Cast In Place/Curtain Wall _ G2 _ Double Glazed _ 200w _ 30MPa _ Detail 2-A656 simLength (m) 8.00                                                               8.00                                                                                                Height (m) 0.98                                                               0.98                                                                                                Area (m2) 7.80                                                               7.80                                                                                                Concrete Strength (MPa) 30.00                                                             30.00                                                                                              Thickness (mm) 200.00                                                          200.00                                                                                            Reinforcement (M) - 15.00                                                                                              Concrete Flyash (%) 35.00                                                             35.00                                                                                              Curtain Wall Percent Viewable Glazing (%) 69.00                                                             69.00                                                                                              Percent Spandrel Panel (%) 31.00                                                             31.00                                                                                              Thickness of Insulation (mm) 50.00                                                             50.00                                                                                              Spandrel Type Glazed Opaque GlassOpenings Number of Windows None NoneTotal Window Area (m2) None NoneFrame Type None NoneGlazing Type None NoneNumber of Doors (ea) None NoneDoor Type None NoneEnvelope Category Drainage Plane Membrane Vapour & Air BarrierMaterial Spun-Bonded Poly-Olefin Sheet Air BarrierThickness (mm) -                                                                 n/aCategory Exterior Sheathing Gypsum BoardMaterial Water Resistant, Fiberglass Mat Facing Gypsum Board Gypsum Moisture ResistantThickness (mm) 13.00                                                             13.00                                                                                              Category Board Insulation InsulationMaterial Polyisocyanurate Foam w/ Glass Reinforced Facer Wall Polyiso Foam Board Foil FacerThickness (mm) 100.00                                                          100.00                                                                                            Category Waterproof Membrane Roof EnvelopesMaterial 2-Ply SBS Membrane Standard Modified Bitumen Membrane 2 plyThickness (mm) -                                                                 n/aCategory Air/ Vapour Barrier Vapour & Air BarrierMaterial Polyethylene Sheet Polyethylene Thickness (mil) 6.00                                                               6.00                                                                                                5.4.4 Parapet _ Cast In Place/Curtain Wall _ G2 _ Double Glazed _ 200w _ 30MPa _ Detail 6-A662Length (m) 4.00                                                               4.00                                                                                                Height (m) 0.58                                                               0.58                                                                                                Area (m2) 2.32                                                               2.32                                                                                                Concrete Strength (MPa) 30.00                                                             30.00                                                                                              Thickness (mm) 200.00                                                          200.00                                                                                            Reinforcement (M) - 15.00                                                                                              Concrete Flyash (%) 35.00                                                             35.00                                                                                              Curtain Wall Percent Viewable Glazing (%) 48.00                                                             48.00                                                                                              Percent Spandrel Panel (%) 52.00                                                             52.00                                                                                              Thickness of Insulation (mm) 50.00                                                             50.00                                                                                              Spandrel Type Glazed Opaque GlassOpenings Number of Windows None NoneTotal Window Area (m2) None NoneFrame Type None NoneGlazing Type None NoneNumber of Doors (ea) None NoneDoor Type None NoneEnvelope Category Exterior Sheathing Gypsum BoardMaterial Water Resistant, Fiberglass Mat Facing Gypsum Board Gypsum Moisture ResistantThickness (mm) 13.00                                                             13.00                                                                                              Category Board Insulation InsulationMaterial Polyisocyanurate Foam w/ Glass Reinforced Facer Wall Polyiso Foam Board Foil FacerThickness (mm) 100.00                                                          100.00                                                                                            Category Waterproof Membrane Roof EnvelopesMaterial 2-Ply SBS Membrane Standard Modified Bitumen Membrane 2 plyThickness (mm) -                                                                 n/aCategory Air/ Vapour Barrier Vapour & Air BarrierMaterial Polyethylene Sheet Polyethylene Thickness (mil) 6.00                                                               6.00                                                                                                5.5 Cast In Place/Steel Stud5.5.1 Exterior Wall _ Cast In Place/Steel Stud _ EW2 _ Below Grade Wall _ 250w _ 30MPaLength (m) 65.00                                                             65.00                                                                                              Height (m) Varies 3.62                                                                                                Area (m2) 235.30                                                          235.30                                                                                            Concrete Strength (MPa) 30.00                                                             30.00                                                                                              Thickness (mm) 250.00                                                          300.00                                                                                            Reinforcement (M) 15M Vert./ 10M Horiz. 15.00                                                                                              Concrete Flyash (%) 35.00                                                             35.00                                                                                              Steel Stud Sheathing Type None NoneStud Spacing (mm) 400.00                                                          400.00                                                                                            Stud Weight (Ga) 25.00                                                             25.00                                                                                              Stud Thickness (mm) 41.00                                                             92mmLoad Bearing No NoOpenings Number of Windows None NoneTotal Window Area (m2) None NoneFrame Type None NoneGlazing Type None NoneNumber of Doors None NoneDoor Type None NoneEnvelope Category Protection Board InsulationMaterial Extruded Polystyrene Polystyrene ExtrudedThickness (mm) 25.00                                                             25.38                                                                                              Category Drainage Mat Vapour & Air BarrierMaterial HDPE Panel Vapour BarrierThickness (mil) - 6.00                                                                                                Category R-15 Board Insulation InsulationMaterial Extruded Polystyrene Polystyrene ExtrudedThickness (mm) 75.00                                                             75.00                                                                                              Category Waterproofing Roof EnvelopesMaterial Torch-On Sheet Standard Modified Bitumen Membrane 2 plyThickness (mm) -                                                                 n/aCategory Gypsum Board Gypsum BoardMaterial Regular Gypsum RegularThickness (mm) 16mm 16mmCategory Interior Finish PaintMaterial Latex Paint Latex Water BasedThickness (mm) n/a n/aKnown/Measured IE InputsInput ValuesIE Inputs Document - New SUB ProjectAssembly Group Assembly Type Assembly Name Input Fields5.5.2 Exterior Wall _ Cast In Place/Steel Stud _ EW10 _ Exterior Exposed Concrete _ 250w _ 30MPaLength (m) 5.00                                                               5.00                                                                                                Height (m) 3.55                                                               3.55                                                                                                Area (m2) 17.75                                                             17.75                                                                                              Concrete Strength (MPa) 20.00                                                             30.00                                                                                              Thickness (mm) 250.00                                                          300.00                                                                                            Reinforcement (M) 15M Vert./ 10M Horiz. 15MConcrete Flyash (%) 35.00                                                             35.00                                                                                              Steel Stud Sheathing Type None NoneStud Spacing (mm) 400.00                                                          400.00                                                                                            Stud Weight (Ga) 25.00                                                             25.00                                                                                              Stud Thickness (mm) 152.00                                                          152.00                                                                                            Load Bearing No NoOpenings Number of Windows None NoneTotal Window Area (m2) None NoneFrame Type None NoneGlazing Type None NoneNumber of Doors (ea) None NoneDoor Type None NoneEnvelope Category Air/ Vapour Barrier Vapour & Air BarrierMaterial Polyethylene Sheet Polyethylene Thickness (mil) 6.00                                                               6.00                                                                                                Category R-25 Spray Foam Insulation InsulationMaterial Polyisocyanurate Foam Polyisocyanurate FoamThickness (mm) 75.00                                                             75.00                                                                                              Category Gypsum Board Gypsum BoardMaterial Regular Gypsum RegularThickness (mm) 16mm 16mmCategory Interior Finish PaintMaterial Latex Paint Latex Water BasedThickness (mm) n/a n/a5.5.3 Exterior Wall _ Cast In Place/Steel Stud _ Concrete Upstand _ 200w _ 30MPa _ Detail 3-A657Length (m) 73.00                                                             73.00                                                                                              Height (m) 1.10                                                               1.10                                                                                                Area (m2) 80.30                                                             80.30                                                                                              Concrete Strength (MPa) 30.00                                                             30.00                                                                                              Thickness (mm) 200.00                                                          200.00                                                                                            Reinforcement (M) - 15.00                                                                                              Concrete Flyash (%) 35.00                                                             35.00                                                                                              Steel Stud Sheathing Type None NoneStud Spacing (mm) 400.00                                                          400.00                                                                                            Stud Weight (Ga) 25.00                                                             25.00                                                                                              Stud Thickness (mm) 41.00                                                             92.00                                                                                              Load Bearing No NoOpenings Number of Windows None NoneTotal Window Area (m2) None NoneFrame Type None NoneGlazing Type None NoneNumber of Doors (ea) None NoneDoor Type None NoneEnvelope Category Drainage Plane Membrane Vapour & Air BarrierMaterial Spun-Bonded Poly-Olefin Sheet Air BarrierThickness (mm) -                                                                 n/aCategory Cavity Wall Insulation InsulationMaterial Mineral Fibre Board Rockwool BattThickness (mm) 150.00                                                          150.00                                                                                            Category Air/ Vapour Barrier Vapour & Air BarrierMaterial Polyethylene Sheet Polyethylene Thickness (mil) 6.00                                                               6.00                                                                                                Category Gypsum Board Gypsum BoardMaterial Regular Gypsum RegularThickness (mm) 16mm 16mmCategory Interior Finish PaintMaterial Latex Paint Latex Water BasedThickness (mm) n/a n/a5.6 Curtain Wall/Steel Stud5.6.1 Parapet _ Curtain Wall/Steel Stud _ G1 _ Triple Glazed _ Detail 5-A655/2-A662Length (m) 36.00                                                             36.00                                                                                              Height (m) 0.60                                                               0.60                                                                                                Area (m2) 21.60                                                             21.60                                                                                              Curtain Wall Percent Viewable Glazing (%) 13.00                                                             13.00                                                                                              Percent Spandrel Panel (%) 87.00                                                             87.00                                                                                              Thickness of Insulation (mm) 50.00                                                             50.00                                                                                              Spandrel Type Gazed Opaque GlassSteel Stud Sheathing Type 13mm Exterior Sheathing NoneStud Spacing (mm) 400.00                                                          400.00                                                                                            Stud Weight (Ga) 25.00                                                             20.00                                                                                              Stud Thickness (mm) 152.00                                                          152.00                                                                                            Load Bearing Yes YesOpenings Number of Windows None NoneTotal Window Area (m2) None NoneFrame Type None NoneGlazing Type None NoneNumber of Doors None NoneDoor Type None NoneEnvelope Category Waterproof Membrane Roof EnvelopesMaterial 2-Ply SBS Membrane Standard Modified Bitumen Membrane 2 plyThickness (mm) -                                                                 n/aCategory Exterior Sheathing Gypsum BoardMaterial Water Resistant, Fiberglass Mat Facing Gypsum Board Gypsum Moisture ResistantThickness (mm) 13.00                                                             13.00                                                                                              Category Insulation InsulationMaterial Mineral Wool Rockwool BatThickness (mm) 150.00                                                          150.00                                                                                            Category Air/ Vapour Barrier Vapour & Air BarrierMaterial Polyethylene Sheet Polyethylene Thickness (mil) 6.00                                                               6.00                                                                                                Known/Measured IE InputsInput ValuesIE Inputs Document - New SUB ProjectAssembly Group Assembly Type Assembly Name Input Fields5.6.2 Parapet _ Curtain Wall/Steel Stud _ G1 _ Triple Glazed _ Detail 6-A652Length (m) 26.00                                                             26.00                                                                                              Height (m) 0.60                                                               0.60                                                                                                Area (m2) 15.60                                                             15.60                                                                                              Curtain Wall Percent Viewable Glazing (%) 13.00                                                             13.00                                                                                              Percent Spandrel Panel (%) 87.00                                                             87.00                                                                                              Thickness of Insulation (mm) 50.00                                                             50.00                                                                                              Spandrel Type Glazed Opaque GlassSteel Stud Sheathing Type None NoneStud Spacing (mm) 400.00                                                          400.00                                                                                            Stud Weight (Ga) 25.00                                                             20.00                                                                                              Stud Thickness (mm) 152.00                                                          152.00                                                                                            Load Bearing Yes YesOpenings Number of Windows None NoneTotal Window Area (m2) None NoneFrame Type None NoneGlazing Type None NoneNumber of Doors None NoneDoor Type None NoneEnvelope Category Waterproof Membrane Roof EnvelopesMaterial 2-Ply SBS Membrane Standard Modified Bitumen Membrane 2 plyThickness (mm) -                                                                 n/aCategory Exterior Sheathing Gypsum BoardMaterial Water Resistant, Fiberglass Mat Facing Gypsum Board Gypsum Moisture ResistantThickness (mm) 13.00                                                             13.00                                                                                              Category Board Insulation InsulationMaterial Polyisocyanurate Foam w/ Glass Reinforced Facer Wall Polyiso Foam Board Foil FacerThickness (mm) 100.00                                                          100.00                                                                                            Category Air/ Vapour Barrier Vapour & Air BarrierMaterial Polyethylene Sheet Polyethylene Thickness (mil) 6.00                                                               6.00                                                                                                Category Exterior Sheathing Gypsum BoardMaterial Water Resistant, Fiberglass Mat Facing Gypsum Board Gypsum Moisture ResistantThickness (mm) 13.00                                                             13.00                                                                                              Category Insulation InsulationMaterial Mineral Wool Rockwool BatThickness (mm) 150.00                                                          150.00                                                                                            6.0 Roofs and Soffits6.1 Composite Metal6.1.1 Roof _ Composite Metal _ R1 _ Exposed Membrane Roof _ Roof Level Bay Size (m) 9.00                                                               9.00                                                                                                Span (m) 1.72                                                               1.72                                                                                                Area (m2) 62.00                                                             62.00                                                                                              Composite Metal Roof Number of Bays per Row (ea) 1.00                                                               1.00                                                                                                Number of Rows (ea) 4.00                                                               4.00                                                                                                Concrete Strength (Mpa) 25.00                                                             30.00                                                                                              Concrete Flyash (%) 35.00                                                             35.00                                                                                              Live Load (kPa) 1.40                                                               2.40                                                                                                Envelope Category SBS Membrane Modified Bitumen Membrane Roofing SystemMaterial 2-Ply SBS Membrane Mod. Bit. - Polyiso Foam Board Glass Facer + GypsumThickness (mm) -                                                                 150.00                                                                                            Category Protection Board Included inMaterial Asphalt Impregnated Fiberglass Felt Mod. Bit. - Polyiso Foam Board Glass Facer + GypsumThickness (mm) 6.00                                                               n/aCategory R-30 Board Insulation Included inMaterial Polyisocyanurate Foam w/ Glass Reinforced Facer Mod. Bit. - Polyiso Foam Board Glass Facer + GypsumThickness (mm) 150.00                                                          n/aCategory Air/ Vapour Barrier Vapour & Air BarrierMaterial Polyethylene Sheet Polyethylene Thickness (mil) 6.00                                                               6.00                                                                                                Category Roof Sheathing Included inMaterial Water Resistant, Fiberglass Mat Facing Gypsum Board Mod. Bit. - Polyiso Foam Board Glass Facer + GypsumThickness (mm) 13.00                                                             n/a6.1.2 Roof _ Composite Metal _ R8 _ Play Area _ Level 4Bay Size (m) 12.39                                                             12.10                                                                                              Span (m) 3.00                                                               3.07                                                                                                Area (m2) 223.00                                                          223.00                                                                                            Composite Metal Roof Number of Bays per Row (ea) 2.00                                                               2.00                                                                                                Number of Rows (ea) 3.00                                                               3.00                                                                                                Concrete Strength (Mpa) 25.00                                                             30.00                                                                                              Concrete Flyash (%) 35.00                                                             35.00                                                                                              Live Load (kPa) 2.40                                                               2.40                                                                                                Envelope Category Protection Board Included inMaterial Asphalt Impregnated Fiberglass Felt Mod. Bit. - Polyiso Foam Board Glass Facer + GypsumThickness (mm) 6.00                                                               n/aCategory SBS Membrane Modified Bitumen Membrane Roofing SystemMaterial 2-Ply SBS Membrane Mod. Bit. - Polyiso Foam Board Glass Facer + GypsumThickness (mm) -                                                                 150.00                                                                                            Category Roof Sheathing Included inMaterial Water Resistant, Fiberglass Mat Facing Gypsum Board Mod. Bit. - Polyiso Foam Board Glass Facer + GypsumThickness (mm) 6.00                                                               n/aCategory R-30 Board Insulation Included inMaterial Polyisocyanurate Foam w/ Glass Reinforced Facer Mod. Bit. - Polyiso Foam Board Glass Facer + GypsumThickness (mm) 150.00                                                          n/aCategory Air/ Vapour Barrier Vapour & Air BarrierMaterial Polyethylene Sheet Polyethylene Thickness (mil) 6.00                                                               6.00                                                                                                6.2 Concrete Suspended Slab6.2.1 Roof _ Concrete Suspended Slab _ R2 _ Exposed Membrane _ Level 5Roof Width (m) Varies 50.67                                                                                              Roof Span (m) 9.00                                                               9.00                                                                                                Area (m2) 456.00                                                          456.00                                                                                            Concrete Suspended Slab Strength (MPa) 35.00                                                             30.00                                                                                              Live Load (kPa) 2.40                                                               2.40                                                                                                Concrete Flyash % 35.00                                                             35.00                                                                                              Envelope Category SBS Membrane Modified Bitumen Membrane Roofing SystemMaterial 2-Ply SBS Membrane Mod. Bit. - Polyiso Foam Board Glass Facer + GypsumThickness (mm) -                                                                 150.00                                                                                            Category Protection Board Included inMaterial Asphalt Impregnated Fiberglass Felt Mod. Bit. - Polyiso Foam Board Glass Facer + GypsumThickness (mm) 6.00                                                               n/aCategory R-30 Board Insulation Included inMaterial Polyisocyanurate Foam w/ Glass Reinforced Facer Mod. Bit. - Polyiso Foam Board Glass Facer + GypsumThickness (mm) 150.00                                                          n/aCategory Air/ Vapour Barrier Vapour & Air BarrierMaterial Polyethylene Sheet Polyethylene Thickness (mil) 6.00                                                               6milKnown/Measured IE InputsInput ValuesIE Inputs Document - New SUB ProjectAssembly Group Assembly Type Assembly Name Input Fields6.2.2 Roof _ Concrete Suspended Slab _ R4 _ Crop Area _ Level 4Roof Width (m) Varies 39.22                                                                                              Roof Span (m) 9.00                                                               9.00                                                                                                Area (m2) 353.00                                                          353.00                                                                                            Concrete Suspended Slab Strength (MPa) 35.00                                                             30.00                                                                                              Live Load (kPa) 2.40                                                               2.40                                                                                                Concrete Flyash % 35.00                                                             35.00                                                                                              Envelope Category SBS Membrane Modified Bitumen Membrane Roofing SystemMaterial 2-Ply SBS Membrane Mod. Bit. - Polyiso Foam Board Glass Facer + GypsumThickness (mm) -                                                                 150.00                                                                                            Category Roof Sheathing Included inMaterial Water Resistant, Fiberglass Mat Facing Gypsum Board Mod. Bit. - Polyiso Foam Board Glass Facer + GypsumThickness (mm) 6.00                                                               n/aCategory R-30 Board Insulation Included inMaterial Polyisocyanurate Foam w/ Glass Reinforced Facer Mod. Bit. - Polyiso Foam Board Glass Facer + GypsumThickness (mm) 150.00                                                          n/aCategory Air/ Vapour Barrier Vapour & Air BarrierMaterial Polyethylene Sheet Polyethylene Thickness (mil) 6.00                                                               6mil6.2.3 Roof _ Concrete Suspended Slab _ R5 _ Pavers on Concrete _ Level 4Roof Width (m) Varies 81.78                                                                                              Roof Span (m) 9.00                                                               9.00                                                                                                Area (m2) 736.00                                                          736.00                                                                                            Concrete Suspended Slab Strength (MPa) 35.00                                                             30.00                                                                                              Live Load (kPa) 4.80                                                               4.80                                                                                                Concrete Flyash % 35.00                                                             35.00                                                                                              Envelope Category Pavers CladdingMaterial Concrete Brick - ConcreteThickness (mm) -                                                                 n/aCategory Fill Roof EnvelopesMaterial Gravel BallastThickness (mm) 75.00                                                             n/aCategory SBS Membrane Modified Bitumen Membrane Roofing SystemMaterial 2-Ply SBS Membrane Mod. Bit. - Polyiso Foam Board Glass Facer + GypsumThickness (mm) -                                                                 150.00                                                                                            Category Protection Board Included inMaterial Asphalt Impregnated Fiberglass Felt Mod. Bit. - Polyiso Foam Board Glass Facer + GypsumThickness (mm) 6.00                                                               n/aCategory R-30 Board Insulation Included inMaterial Polyisocyanurate Foam w/ Glass Reinforced Facer Mod. Bit. - Polyiso Foam Board Glass Facer + GypsumThickness (mm) 150.00                                                          n/aCategory Air/ Vapour Barrier Vapour & Air BarrierMaterial Polyethylene Sheet Polyethylene Thickness (mil) 6.00                                                               6mil6.2.4 Roof _ Concrete Suspended Slab _ R7 _ Landscape on Concrete _ Level 1Roof Width (m) Varies 18.78                                                                                              Roof Span (m) 9.00                                                               9.00                                                                                                Area (m2) 169.00                                                          169.00                                                                                            Concrete Suspended Slab Strength (MPa) 35.00                                                             30.00                                                                                              Live Load (kPa) 4.80                                                               4.80                                                                                                Concrete Flyash % 35.00                                                             35.00                                                                                              Envelope Category Filter Fabric Included inMaterial Polyethylene Mod. Bit. (Inv.) - Extruded PolystyreneThickness (mm) -                                                                 n/aCategory Fill Included in Material Gravel Mod. Bit. (Inv.) - Extruded PolystyreneThickness (mm) 75.00                                                             n/aCategory Drainage Board Vapour & Air BarrierMaterial HDPE Panel Vapour BarrierThickness (mm, mil) 25.00                                                             6.00                                                                                                Category Drainage Plane Membrane Vapour & Air BarrierMaterial Spun-Bonded Poly-Olefin Sheet Air BarrierThickness (mm) -                                                                 n/aCategory R-30 Board Insulation Included inMaterial Extruded Polystyrene Mod. Bit. (Inv.) - Extruded PolystyreneThickness (mm) 150.00                                                          n/aCategory SBS Membrane Modified Bitumen Membrane Roofing System - InvertedMaterial 2-Ply SBS Membrane Mod. Bit. (Inv.) - Extruded PolystyreneThickness (mm) -                                                                 150.00                                                                                            6.2.5 Roof _ Concrete Suspended Slab _ R10 _ Pavers on Concrete _ Level 1Roof Width (m) Varies 117.56                                                                                            Roof Span (m) 9.00                                                               9.00                                                                                                Area (m2) 1,058.00                                                       1,058.00                                                                                         Concrete Suspended Slab Strength (MPa) 35.00                                                             30.00                                                                                              Live Load (kPa) 4.80                                                               4.80                                                                                                Concrete Flyash % 35.00                                                             35.00                                                                                              Envelope Category Pavers CladdingMaterial Concrete Brick - ConcreteThickness (mm) -                                                                 n/aCategory Fill Included in Material Gravel Mod. Bit. (Inv.) - Extruded PolystyreneThickness (mm) 75.00                                                             n/aCategory Filter Fabric Included inMaterial Polyethylene Mod. Bit. (Inv.) - Extruded PolystyreneThickness (mm) -                                                                 n/aCategory Drainage Board Vapour & Air BarrierMaterial HDPE Panel Vapour BarrierThickness (mm, mil) 25.00                                                             6.00                                                                                                Category R-30 Board Insulation Included inMaterial Extruded Polystyrene Mod. Bit. (Inv.) - Extruded PolystyreneThickness (mm) 150.00                                                          n/aCategory SBS Membrane Modified Bitumen Membrane Roofing System - InvertedMaterial 2-Ply SBS Membrane Mod. Bit. (Inv.) - Extruded PolystyreneThickness (mm) -                                                                 150.00                                                                                            6.3 Light Frame Wood Truss6.3.1 Roof _ Light Frame Wood Truss _ R6 _ Cross Laminated Timber Panel _ Level 5Roof Width (m) 69.00                                                             103.69                                                                                            Roof Span (m) 22.00                                                             14.64                                                                                              Area (m2) 1,518.00                                                       1,518.00                                                                                         Light Frame Wood Truss Truss Type Glulam Timber Truss (Parallel) ParallelDecking Type Cross Laminated Timber Panel PlywoodDecking Thickness (mm) 102.00                                                          19.00                                                                                              Live Load (kPa) 0.50                                                               2.40                                                                                                Envelope Category SBS Membrane Modified Bitumen Membrane Roofing SystemMaterial 2-Ply SBS Membrane Mod. Bit. - Polyiso Foam Board Glass Facer + GypsumThickness (mm) -                                                                 150.00                                                                                            Category Protection Board Included inMaterial Asphalt Impregnated Fiberglass Felt Mod. Bit. - Polyiso Foam Board Glass Facer + GypsumThickness (mm) 6.00                                                               n/aCategory R-30 Board Insulation Included inMaterial Polyisocyanurate Foam w/ Glass Reinforced Facer Mod. Bit. - Polyiso Foam Board Glass Facer + GypsumThickness (mm) 150.00                                                          n/aCategory Air/ Vapour Barrier Vapour & Air BarrierMaterial Polyethylene Sheet Polyethylene Thickness (mil) 6.00                                                               6.00                                                                                                Known/Measured IE InputsInput ValuesIE Inputs Document - New SUB ProjectAssembly Group Assembly Type Assembly Name Input Fields6.4 Pre-Engineered Metal Roof System6.4.1 Roof _ Pre-Engineered Metal Roof System _ R1 _ Exposed Membrane _ Roof LevelRoof Width (m) Varies 30.58                                                                                              Roof Length (m) Varies 30.58                                                                                              Area (m2) 935.00                                                          935.00                                                                                            Pre-Engineered Metal Roof System Live Load (kPa) 1.82                                                               2.40                                                                                                Envelope Category SBS Membrane Modified Bitumen Membrane Roofing SystemMaterial 2-Ply SBS Membrane Mod. Bit. - Polyiso Foam Board Glass Facer + GypsumThickness (mm) -                                                                 150.00                                                                                            Category Protection Board Included inMaterial Asphalt Impregnated Fiberglass Felt Mod. Bit. - Polyiso Foam Board Glass Facer + GypsumThickness (mm) 6.00                                                               n/aCategory R-30 Board Insulation Included inMaterial Polyisocyanurate Foam w/ Glass Reinforced Facer Mod. Bit. - Polyiso Foam Board Glass Facer + GypsumThickness (mm) 150.00                                                          n/aCategory Air/ Vapour Barrier Vapour & Air BarrierMaterial Polyethylene Sheet Polyethylene Thickness (mil) 6.00                                                               6.00                                                                                                Category Roof Sheathing Included inMaterial Water Resistant, Fiberglass Mat Facing Gypsum Board Mod. Bit. - Polyiso Foam Board Glass Facer + GypsumThickness (mm) 13.00                                                             n/a6.4.2 Roof _ Pre-Engineered Metal Roof System _ R3 _ Exposed Membrane _ Acoustic Insulation _ Level 4Roof Width (m) Varies 27.37                                                                                              Roof Length (m) Varies 27.37                                                                                              Area (m2) 749.00                                                          749.00                                                                                            Pre-Engineered Metal Roof System Live Load (kPa) 1.00                                                               2.40                                                                                                Envelope Category SBS Membrane Modified Bitumen Membrane Roofing SystemMaterial 2-Ply SBS Membrane Mod. Bit. - Polyiso Foam Board Glass Facer + GypsumThickness (mm) -                                                                 150.00                                                                                            Category Protection Board Included inMaterial Asphalt Impregnated Fiberglass Felt Mod. Bit. - Polyiso Foam Board Glass Facer + GypsumThickness (mm) 6.00                                                               n/aCategory R-30 Board Insulation Included inMaterial Polyisocyanurate Foam w/ Glass Reinforced Facer Mod. Bit. - Polyiso Foam Board Glass Facer + GypsumThickness (mm) 150.00                                                          n/aCategory Air/ Vapour Barrier Vapour & Air BarrierMaterial Polyethylene Sheet Polyethylene Thickness (mil) 6.00                                                               6milCategory Roof Sheathing Included inMaterial Water Resistant, Fiberglass Mat Facing Gypsum Board Mod. Bit. - Polyiso Foam Board Glass Facer + GypsumThickness (mm) 13.00                                                             n/aCategory Acoustic Insulation InsulationMaterial Fiberglass Batt Fiberglass BattThickness (mm) -                                                                 92.00                                                                                              6.4.3 Roof _ Pre-Engineered Metal Roof System _ R3 _ Exposed Membrane _ Acoustic Insulation _ Level 5Roof Width (m) Varies 7.07                                                                                                Roof Length (m) Varies 7.07                                                                                                Area (m2) 50.00                                                             50.00                                                                                              Pre-Engineered Metal Roof System Live Load (kPa) 1.82                                                               2.40                                                                                                Envelope Category SBS Membrane Modified Bitumen Membrane Roofing SystemMaterial 2-Ply SBS Membrane Mod. Bit. - Polyiso Foam Board Glass Facer + GypsumThickness (mm) -                                                                 150.00                                                                                            Category Protection Board Included inMaterial Asphalt Impregnated Fiberglass Felt Mod. Bit. - Polyiso Foam Board Glass Facer + GypsumThickness (mm) 6.00                                                               n/aCategory R-30 Board Insulation Included inMaterial Polyisocyanurate Foam w/ Glass Reinforced Facer Mod. Bit. - Polyiso Foam Board Glass Facer + GypsumThickness (mm) 150.00                                                          n/aCategory Air/ Vapour Barrier Vapour & Air BarrierMaterial Polyethylene Sheet Polyethylene Thickness (mil) 6.00                                                               6milCategory Roof Sheathing Included inMaterial Water Resistant, Fiberglass Mat Facing Gypsum Board Mod. Bit. - Polyiso Foam Board Glass Facer + GypsumThickness (mm) 13.00                                                             n/aCategory Acoustic Insulation InsulationMaterial Fiberglass Batt Fiberglass BattThickness (mm) -                                                                 92.00                                                                                              6.4.4 Roof _ Pre-Engineered Metal Roof System _ RW2 _ Standing Seam Zinc Roof Wall _ Acoustical Insulation _ Level 5Roof Width (m) Varies 22.47                                                                                              Roof Length (m) Varies 22.47                                                                                              Area (m2) 505.00                                                          505.00                                                                                            Pre-Engineered Metal Roof System Live Load (kPa) 1.82                                                               2.40                                                                                                Envelope Category Cladding CladdingMaterial Standing Seam Zinc Steel Cladding - Commercial (26 ga)Thickness (mm) -                                                                 n/aCategory Drainage Mat Vapour & Air BarrierMaterial Entangled Nylon Fibre Mat Air BarrierThickness (mm) 19.00                                                             n/aCategory R25 Board Insulation InsulationMaterial Mineral Wool Board Rockwool BatThickness (mm) 175.00                                                          175.00                                                                                            Category SBS Membrane Roof EnvelopesMaterial 2-Ply SBS Membrane Standard Modified Bitumen Membrane 2 plyThickness (mm) -                                                                 n/aCategory Roof Sheathing Gypsum BoardMaterial Water Resistant, Fiberglass Mat Facing Gypsum Board (Type X) Gypsum Fire Rated Type XThickness (mm) 16.00                                                             16.00                                                                                              Category Acoustic Insulation InsulationMaterial Fiberglass Batt Fiberglass BattThickness (mm) -                                                                 92.00                                                                                              Category Interior Finish PaintMaterial Paint Alkyd Solvent BasedThickness (mm) n/a n/aKnown/Measured IE InputsInput ValuesIE Inputs Document - New SUB ProjectAssembly Group Assembly Type Assembly Name Input Fields6.5 Steel Stud6.4.5 Soffit _ Steel Stud _ ES1/ES2 _ GFRC Clad Wall Level 1 Length (m) Varies 46.07                                                                                              Height (m) Varies 46.07                                                                                              Area 2,122.00                                                       2,122.00                                                                                         Sheathing Type None NoneStud Spacing (mm) 400.00                                                          400.00                                                                                            Stud Weight (Ga) 25.00                                                             25.00                                                                                              Stud Thickness (mm) 152.00                                                          152.00                                                                                            Load Bearing No NoOpenings Number of Windows (ea) None NoneTotal Window Area (m2) None NoneFrame Type None NoneGlazing Type None NoneNumber of Doors (ea) None NoneDoor Type None NoneEnvelope Category Cladding CladdingMaterial GFRC Fiber Cement SidingThickness (mm) 13.00                                                             n/aCategory Fireproofing Gypsum BoardMaterial Spray Fireproofing Gypsum Fire Rated Type XThickness (mm) 25.00                                                             16.00                                                                                              Category Spray Foam Insulation InsulationMaterial Polyisocyanurate Foam Polyisocyanurate FoamThickness (mm) 100.00                                                          100.00                                                                                            Category Air/ Vapour Barrier Vapour & Air BarrierMaterial Polyethylene Sheet Polyethylene Thickness (mil) 6.00                                                               6.00                                                                                                      Appendix B – IE Assumptions                   1.0  Foundation1.1  Concrete Footing1.1.1 Concrete Footing _ F1 The length of this footing was adjusted to accommodate the the quantity of footings.  The measured width was maintained, thicknesses was set at 400mm and the length was increased using the following calculations;= [(Cited Width) x (Cited Thickness)] Cited Length * 15 units= [(2.5m) x (400mm)] *2.5m * 15 units= 37.5m^31.1.2 Concrete Footing _ F2 The length of this footing was adjusted to accommodate the the quantity of footings and the IE limitation of footing thicknesses to be under 500mm.  The measured width was maintained, thicknesses was set at 500mm and the lengths were increased using the following calculations;= [(Cited Width) x (Cited Thickness)/500mm]* Cited Length * 29 units= [(4.0m) x (1100mm)/500mm] *4.0m * 29 units= 510.4m^31.1.3 Concrete Footing _ F3 The length of this footing was adjusted to accommodate the the quantity of footings and the IE limitation of footing thicknesses to be under 500mm.  The measured width was maintained, thicknesses was set at 400mm and the lengths were increased using the following calculations;= [(Cited Width) x (Cited Thickness)/400mm]* Cited Length * 8 units= [(4.2m) x (1200mm)/400mm] *4.2m * 8 units= 169.34m^31.1.4 Concrete Footing _ F4 The length of this footing was adjusted to accommodate the the quantity of footings and the IE limitation of footing thicknesses to be under 500mm.  The measured width was maintained, thicknesses was set at 500mm and the lengths were increased using the following calculations;= [(Cited Width) x (Cited Thickness)/500mm]* Cited Length * 7 units= [(4.9m) x (1300mm)/500mm] *4.9m * 7 units= 218.491m^31.1.5 Concrete Footing _ Misc. _ 700d The length of this footing was adjusted to accommodate the the quantity of footings and the IE limitation of footing thicknesses to be under 500mm.  The measured width was maintained, thicknesses was set at 350mm and the lengths were increased using the following calculations;= [(Cited Width) x (Cited Thickness)/2]* Cited Length * 2= [(8m) x (350mm] *3m * 2= 16.8m^31.1.6 Concrete Footing _ Misc. _ 875d The length of this footing was adjusted to accommodate the the quantity of footings and the IE limitation of footing thicknesses to be under 500mm.  The measured width was maintained, thicknesses was set at 500mm and the lengths were increased using the following calculations;= [(Factored Width) x (Factored Thickness)]* Cited Length * 2= [(4.25m) x (500mm] *7m= 14.875m^31.1.7 Concrete Footing _ Misc. _ 1200d The length of this footing was adjusted to accommodate the IE limitation of footing thicknesses to be under 500mm.  The measured width was maintained, thicknesses was set at 500mm and the lengths were increased using the following calculations;= [(Cited Width) x (Cited Thickness)/500mm]* Cited Length * adj. thickness= [(3m) x (1200mm)/500mm] *8.333m * 500mm= 30m^31.1.8 Concrete Footing _ Misc. _ 2500d The length of this footing was adjusted to accommodate the Impact Estimator limitation of footing thicknesses to be under 500mm.  The measured width was maintained, thicknesses was set at 500mm and the lengths were increased using the following calculations;= [(Cited Width) x (Cited Thickness)/500mm]* Cited Length * adj. thickness= [(3.9m) x (2500mm)/500mm] *10m * 500mm= 97.5m^31.1.9 Concrete Footing _ SF1 The length of this spread footing was totaled and inputted directly. 1.1.10 Concrete Footing _ Stair Core 1 The area of this footing was measured and multiplied by the cited 1/4 of the actual thickness to get the volume, the length was then factored by four since the thickness of 2000mm can't be input directly.  This was done using the following calculations;= [[(Measured Area) x (500mm)] *4= [[(10m) x (16m) x 500mm] *4= 320m^31.1.11 Concrete Footing _ Stair Core 2 The area of this footing was measured and multiplied by the cited 1/5 of the actual thickness to get the volume, the length was then factored by four since the thickness of 2500mm can't be input directly.  This was done using the following calculations;= [[(Measured Area) x (500mm)] *5= [[(19.1m) x (20.1m) x 500mm] *5= 959.775m^3IE Input Assumptions Document - New SUB ProjectSpecific Assumptions  - The IE SOG inputs are limited to being either 100mm or 200mm.  Since the actual SOG thicknesses for the New SUB Project are not exactly 100mm or 200mm thick, the measured areas required adjustments to equalize the total volume of the SOG.  - The IE limits the thickness of footings to be between 190mm and 500mm thick.  As there are a number of cases where footing thicknesses exceed 500mm, their widths were increased accordingly to maintain the same volume of footing while accommodating this limitation. - The specified concrete uses Limestone to reduce a minimum of 35% of the cement within the mix design. Because of this cement reduction, the concrete flyash was modelled to be 35% for all IE foundation inputs. Assembly Group Assembly Type Assembly NameSpecific AssumptionsAssembly Group Assembly Type Assembly Name1.1.12 Concrete Footing _ Stair Core 3 The area of this footing was measured and multiplied by the cited 1/4 of the actual thickness to get the volume, the length was then factored by four since the thickness of 2000mm can't be input directly.  This was done using the following calculations;= [[(Measured Area) x (500mm)] *4= [[(13.95m) x (20m) x 500mm] *4= 558m^31.1.13 Concrete Footing _ Stair Core 4 The area of this footing was measured and multiplied by the cited 1/5 of the actual thickness to get the volume, the length was then factored by four since the thickness of 2500mm can't be input directly.  This was done using the following calculations;= [[(Measured Area) x (500mm)] *5= [[(10.85m) x (20m) x 500mm] *5= 542.5m^31.2 Concrete Slab on Grade1.2.1 Concrete Slab on Grade _ Lower Level _ 125mm - The area of this slab had to be adjusted so that the thickness fit into the 100mm thickness specified in the IE. The area was factored up 25% to make up the difference between the 100mm inputted slab and the actual slab thickness of 125mm. - Because the SOG area was modified the insulation thickness should be reduced to 8mm to maintain the same material volume. The lowest IE input of 25.381mm was used. 1.2.2 Concrete Slab on Grade _ Lower Level _ 225mm - The base area of 125mm was already included in the previous input and so this input included just the additional 100mm thickness. The difference between the 225mm and 125mm slab.- The below grade insulation and vapour barrier was omitted for this portion of SOG due to the over estimate of the previous input.1.2.3 Concrete Slab on Grade _ Level 1 _ 125mm - Similar to the SOG on the lower level, this SOG area was increased 25% to account for the additional thickness from 100mm to 125mm.- The below grade insulation and vapour barrier was omitted for this portion of SOG due to the over estimate at the lower level. 2.0  Columns and Beams2.1 Concrete2.1.1 Columns and Beams _ Concrete _ Lower Level - Because of the variability of actual bay and span sizes, they were approximated for the IE input using the following calculation;= sqrt[(Measured Supported Floor Area) / (Counted Number of Columns)]= sqrt[(4647 m^2) / (53)]= 9.36m- Since the floor to floor height of the lower level varies, and average height was used. Average(4.0, 4..9, 3.9) = 4.23m2.1.2 Columns and Beams _ Concrete _ Level 1 - Because of the variability of actual bay and span sizes, they were approximated for the IE input using the following calculation;= sqrt[(Measured Supported Floor Area) / (Counted Number of Columns)]= sqrt[(4647 m^2) / (53)]= 9.12m- Since the floor to floor height on level one varies, an average height was used. Average(6.1, 7.1) = 6.6m 2.1.3 Columns and Beams _ Concrete _ Level 2 - Because of the variability of bay and span sizes, they were calculated using the following calculation;= sqrt[(Measured Supported Floor Area) / (Counted Number of Columns)]= sqrt[(3522 m^2) / (42)]= 9.16m2.1.4 Columns and Beams _ Concrete _ Level 3 - Because of the variability of actual bay and span sizes, they were approximated for the IE input using the following calculation;= sqrt[(Measured Supported Floor Area) / (Counted Number of Columns)]= sqrt[(3579 m^2) / (42)]= 9.23m2.1.5 Columns and Beams _ Concrete _ Level 4 - Because of the variability of actual bay and span sizes, they were approximated for the IE input using the following calculation;= sqrt[(Measured Supported Floor Area) / (Counted Number of Columns)]= sqrt[(1591 m^2) / (33)]= 6.94m2.2 Glulam2.2.1 Columns and Beams _ Glulam _ Lower Level Level - Since the floor to floor height of the lower level varies, and average height was used. Average(4.0, 4..9, 3.9) = 4.23m- The specified live load of 1.82kPa could not be modelled I the IE and so the lowest allowable input of 2.4kPa was selected.2.2.2 Columns and Beams _ Glulam _ Level 1 - Since the floor to floor height on level one varies, an average height was used. Average(6.1, 7.1) = 6.6m - The specified live load of 1.82kPa could not be modelled I the IE and so the lowest allowable input of 2.4kPa was selected.2.2.3 Columns and Beams _ Glulam _ Level 2 - Since the column spacing and span varies, the average values of 4.5m and 9.0m respectively were used for the IE. - The specified live load of 1.82kPa could not be modelled I the IE and so the lowest allowable input of 2.4kPa was selected.2.2.4 Columns and Beams_ Glulam _Level 2 - 4 _ Great Hall Foyer - Since the span varied over the length of the roof an average value of 5.6m was selected for the IE input. - The column height of L2 and L3 were both included as the columns span over the two floors.- The method used to measure column sizing was completely depended upon the metrics built into the IE.  That is, the IE calculates the sizing of beams and columns based on the following inputs; number of beams, number of columns, floor to floor height, bay size, supported span and live load.  This being the case, concrete columns were counted for on each floor, while each floor’s area was measured, there were no traditional beams utilized in the structure.  An average bay and span size were calculated  in order to cover the measured area, as seen in the assumption details below for each input. - The IE does not allow the input of concrete flyash percent in the columns and beams assemblies and an average value of 9% is used by default. Specific AssumptionsAssembly Group Assembly Type Assembly Name2.2.5 Columns and Beams _ Glulam _ Level 3 - Since the column spacing and span varies, the average values of 4.5m and 9.0m respectively were used for the IE. - The specified live load of 1.82kPa could not be modelled I the IE and so the lowest allowable input of 2.4kPa was selected.2.2.6 Columns and Beams _ Glulam _ Level 4 - Since the column spacing and span varies, the average values of 4.5m and 9.0m respectively were used for the IE. - The specified live load of 1.82kPa could not be modelled I the IE and so the lowest allowable input of 2.4kPa was selected.2.2.7 Columns and Beams _ Glulam _ Level 5 _ Roof Wall - Since the span varies, the average value of 10.0m was used for the IE. - The specified live load of 1.82kPa could not be modelled I the IE and so the lowest allowable input of 2.4kPa was selected.- There was a small portion of HSS in an area of this roof which was not considered significant enough to count separately.2.2.8 Columns and Beams _ Glulam _ L5 _ Sawtooth Roof - The specified live load of 1.82kPa could not be modelled I the IE and so the lowest allowable input of 2.4kPa was selected.2.3 Steel2.3.1 Columns and Beams_ Steel _Level 2 - 4 _ Great Hall  -The actual bay size of the beams is 2.47m however the IE limits the minimum bay size to 3.05, the number of the beams was kept the same but the bay size was doubled, to make the equivalent support area the beam span was reduced by half. - The column height of L2 and L3 were both included as the columns span over the two floors.2.3.2 Columns and Beams _ Steel _ Level 5 _ Mechanical Room - The specified live load of 1.82kPa could not be modelled I the IE and so the lowest allowable input of 2.4kPa was selected.3.0 Floor3.1 Composite Metal3.1.1  Floor _ Composite Metal _ Level 2 _ Great Hall - Since the bay size varied, it was approximated using the following equation; Floor Area / (# of Rows * Bay Size ) / # of Bays. This resulted in a bay size of 27.8m. The maximum allowable bay size in the IE is 12.1m and so the number of bays was increased to 3 reducing the span to 9.03m while maintaining the same floor area. 3.1.2  Floor _ Composite Metal _ Level 2 _ Nest and Bridge Lounge - Composite Deck area of the Nest (214 m^2) and Bridge Lounge (78+29m^2). An average span of 1.5m, approximate row count of 12 and approximate bay count of 5 were determined and the bay size was then approximated using;  Floor Area / (# of Rows * Bay Size ) / # of Bays3.1.3 Floor _ Composite Metal _ Level 3 _ Nest, Bridge Lounge and Pocket Lounge- Composite Deck area of the Nest (203 m^2), Bridge Lounge (78+3m^2) and Pocket lounge (96m^2).  Bay size was approximated using; Floor Area / (# of Rows * Bay Size ) / # of Bays3.1.4 Floor _ Composite Metal _ Level 4 _ Child Minding - Composite Deck area of the Indoor child minding area (74m^2).  Bay size was approximated using; Floor Area / (# of Rows * Bay Size ) / # of Bays3.2  Concrete Suspended Slab 3.2.1  Floor _ Concrete Suspended Slab _ Level 1 - Floor span was taken from the typical bayline spacing. The floor width was calculated by the floor area divided by the span as follows: 3420m^2 / 9.0m = 380m Floor Width3.2.2  Floor _ Concrete Suspended Slab _ Level 2 - Floor span was taken from the typical bayline spacing. The floor width was calculated by the floor area divided by the span as follows 3579m^2 / 9.0m = 397.7m Floor Width3.2.3  Floor _ Concrete Suspended Slab _ Level 3 - Floor span was taken from the typical bayline spacing. The floor width was calculated by the floor area divided by the span as follows 3522m^2 / 9.0m = 391.3m Floor Width3.2.4  Floor _ Concrete Suspended Slab _ Level 4 - Floor span was taken from the typical bayline spacing. The floor width was calculated by the floor area divided by the span as follows 2519m^2 / 9.0m = 379.8m Floor Width. Suspended roof slabs included in roofing systems3.2.5  Floor _ Concrete Suspended Slab _ Level 5 - Floor span was taken from the typical bayline spacing. The floor width was calculated by the floor area divided by the span as follows 1075m^2 / 9.0m = 119.4m Floor Width  Suspended roof slabs included in roofing systems4.0 Interior Walls4.1.1 Interior Wall _ Cast In Place _ C1 _ 250w _ 30MPa _ Metal Door - Since there are various heights of this wall assembly the total area was calculated and divided by the total length to determine the weighted average of height. - Since the IE only accepts 200mm and 300mm wall thicknesses, the length of the wall was adjusted to maintain the same overall volume.4.1.2 Interior Wall _ Cast In Place _ C1 _ 300w _ 30MPa 4.1.3 Interior Wall _ Cast In Place _ C1 _ 450w _ 45MPa _ Metal Door - Since there are various heights of this wall assembly the total area was calculated and divided by the total length to determine the weighted average of height. - Since the IE only accepts 200 and 300 wall thicknesses, the length of the wall was adjusted to maintain the same overall volume, as that is the functional unit of concrete. - Since the IE does not model 45MPa it was rounded to the nearest strength value of 30MPa. - All interior walls were assumed to be the full top of slab to top of slab height. No reduction in wall height was made to accommodate slab thickenings or slab bands.- The specified concrete uses Limestone to reduce a minimum of 35% of the cement within the mix design. Because of this cement reduction, the concrete flyash was modelled to be 35% for all concrete wall IE inputs.- The specifications call for abuse resistant gypsum board in corridors to a height of 1200mm above finished floor. The IE is unable to model a combination of finishes on a given layer of envelope and so the abuse resistent gypsum board was ignored.- Due to limitations of the IE all doors were assumed to be a standard ( 812mm x 2133   ). Double doors were counted as two standard sized doors. - The IE calculated the thickness of the suspended slabs based on floor width, span, concrete strength, concrete flyash content and live load.  - The specified concrete strength for suspended however the IE limits inputs to 20MPa 30MPa, or 60MPa strengths. 30MPa was used for the modelling.- The specified concrete uses Limestone to reduce a minimum of 35% of the cement within the mix design. Because of this cement reduction, the concrete flyash was modelled to be 35% for all IE floor inputs. - Composite metal roofs are included in section 6.1 Roofs and Soffits _ Composite Metal- Concrete suspended roof slabs are included in section 6.2 Roofs and Soffits _ Concrete Suspended Slab- Soffit finishes to concrete suspended slabs are included in section 6.5 Roofs and Soffits _ Steel StudSpecific AssumptionsAssembly Group Assembly Type Assembly Name4.1.4 Interior Wall _ Cast In Place _ C1 _ 600w _ 45MPa _ Metal Door - Since there are various heights of this wall assembly the total area was calculated and divided by the total length to determine the weighted average of height. - The specified 600mm concrete wall was modelled in the IE using two layers of 300mm concrete wall since 300mm is the maximum allowable thickness. - The specified 45MPa strength is not an available IE input and was modelled with one 300mm wall at 30MPa strength and the other at 60MPa strength. (A more than average flyash % was not available for 60MPa concrete). 4.2 Concrete Block4.2.1 Interior Wall _ Concrete Block _ M1 _ Concrete Block Wall _ 190mm Block _ Metal Door -Since there are various heights of this wall assembly the total area was calculated and divided by the total length to determine the weighted average of height. 4.2.2 Interior Wall _ Concrete Block _ M1-A _ Acoustic Concrete Block Wall _ 190mm Block _ Metal Door- Since the IE can not model two types of doors in a single assembly, the total quantity was divided in two and input as two assemblies, one with wood doors and one with metal doors. 4.2.3 Interior Wall _ Concrete Block _ M1-A _ Acoustic Concrete Block Wall _ 190mm Block _ Wood Door- Since the IE can not model two types of doors in a single assembly, the total quantity was divided in two and input as two assemblies, one with wood doors and one with metal doors. 4.3 Curtain Wall4.3.1 Interior Wall _ Curtain Wall _ GL1B _ 6mm Tempered - Since there are various heights of this wall assembly The total area was calculated and divided by The total length to determine The weighted average of height.- The assembly specifications includes single pane 6mm laminated glass. The IE is unable to model this configuration of glazing and utilizes a standard double glazed system.4.4 Steel Stud4.4.1 Interior Wall _ Steel Stud _ RS1 _ Rated Shaft Wall 1 HR FRR _ 100mm C-H Stud- The IE does not contain 100mm C-H studs in its material database and so 92mm regular studs were used as a surrogate due to similar material properties. - The IE does not contain 19mm Shaftliner or 16mm Fireboard in its material database. 16mm Type X Gypsum board was used as a surrogate due to similar material properties. 4.4.2 Interior Wall _ Steel Stud _ RS2 _ Rated Shaft Wall 1 HR FRR w/ Additional GWB_ 100mm C-H Stud- Since there are various heights of this wall assembly the total area was calculated and divided by the total length to determine the weighted average of height. - The IE does not contain 100mm C-H studs in its material database and so 92mm regular studs were used as a surrogate due to similar material properties. - The IE does not contain 19mm Shaftliner or 16mm Fireboard in its material database. 16mm Type X Gypsum board was used as a surrogate due to similar material properties. 4.4.3 Interior Wall _ Steel Stud _ RS3 _ Rated Shaft Wall 1 HR FRR w/ Additional GWB _ 152mm C-H Stud- Since there are various heights of this wall assembly the total area was calculated and divided by the total length to determine the weighted average of height. - The IE does not contain 152mm C-H studs in its material database and so 152mm regular studs were used as a surrogate due to similar material properties. - The IE does not contain 19mm Shaftliner or 16mm Fireboard in its material database. 16mm Type X Gypsum board was used as a surrogate due to similar material properties. 4.4.4 Interior Wall _ Steel Stud _ W1 _ Wall Furring _ 22mm Channel - The IE does not contain 22mm furring channel in its material database and so the smallest available steel stud thickness of 92mm was used as a surrogate due to similar material properties.4.4.5 Interior Wall _ Steel Stud _ W1-T _ Tile Clad Wall Furring _ 22mm Channel- The IE does not contain 22mm furring channel in its material database and so the smallest available steel stud thickness of 92mm was used as a surrogate due to similar material properties.4.4.6 Interior Wall _ Steel Stud _ W2 _ Wall Furring _ 41mm Stud _ Metal Door- Since there are various heights of this wall assembly the total area was calculated and divided by the total length to determine the weighted average of height.- The IE does not contain 22mm furring channel in its material database and so the smallest available steel stud thickness of 92mm was used as a surrogate due to similar material properties.4.4.7 Interior Wall _ Steel Stud _ W3 _ Wall Furring _ 92mm Stud _ Metal Door- Since The IE can not model two types of doors in a single assembly, The total quantity was divided in two and input as two assemblies, one with wood doors and one with metal doors.4.4.8 Interior Wall _ Steel Stud _ W3 _ Wall Furring _ 92mm Stud _ Wood Door- Since the IE can not model two types of doors in a single assembly, the total quantity was divided in two and input as two assemblies, one with wood doors and one with metal doors. 4.4.9 Interior Wall _ Steel Stud _ W3-T _ Tile Clad Wall Furring _ 92mm Stud- Since there are various heights of this wall assembly the total area was calculated and divided by the total length to determine the weighted average of height.- The IE does not contain 16mm Coated Glass Map Backer Board so 16mm Moisture Resistant Gypsum board was used as a surrogate due to similar material properties. - This wall assembly contains a tile finish which was excluded from the IE due to an absence of acceptable surrogate. 4.4.10 Interior Wall _ Steel Stud _ W4 _ Wall Furring _ 152mm Stud - Since there are various heights of this wall assembly The total area was calculated and divided by The total length to determine The weighted average of height.4.4.11 Interior Wall _ Steel Stud _ W4-T _ Wall Furring _ 152mm Stud - The IE does not contain 16mm Coated Glass Map Backer Board so 16mm Moisture Resistant Gypsum board was used as a surrogate due to similar material properties. - This wall assembly contains a tile finish which was excluded from the IE due to an absence of acceptable surrogate. 4.4.12 Interior Wall _ Steel Stud _ W5 _ Basic Partition _ 92mm Stud _ Metal Door _ GL1- Since there are various heights of this wall assembly the total area was calculated and divided by the total length to determine the weighted average of height. - Since the IE can not model two types of doors in a single assembly, the total quantity was divided in two and input as two assemblies, one with wood doors and one with metal doors. 4.4.13 Interior Wall _ Steel Stud _ W5 _ Basic Partition _ 92mm Stud _ Wood Door _ GL1- Since there are various heights of this wall assembly the total area was calculated and divided by the total length to determine the weighted average of height. - Since the IE can not model two types of doors in a single assembly, the total quantity was divided in two and input as two assemblies, one with wood doors and one with metal doors. 4.4.14 Interior Wall _ Steel Stud _ W5-2 _ Acoustic Partition w/ 2 Layers One Side _ 92mm Stud _ Metal Door _ GL1- Since the IE can not model two types of doors in a single assembly, the total quantity was divided in two and input as two assemblies, one with wood doors and one with metal doors. - This wall assembly contains an acoustic sealant which was excluded from the IE due to an absence of acceptable surrogate. Specific AssumptionsAssembly Group Assembly Type Assembly Name4.4.15 Interior Wall _ Steel Stud _ W5-2 _ Acoustic Partition w/ 2 Layers One Side _ 92mm Stud _ Wood Door _ GL1- Since the IE can not model two types of doors in a single assembly, the total quantity was divided in two and input as two assemblies, one with wood doors and one with metal doors. - This wall assembly contains an acoustic sealant which was excluded from the IE due to an absence of acceptable surrogate. 4.4.16 Interior Wall _ Steel Stud _ W5-22 _ Acoustic Partition w/ 2 Layers Both Sides _ 92mm Stud _ Metal Door _ GL1- Since there are various heights of this wall assembly the total area was calculated and divided by the total length to determine the weighted average of height. - Since the IE can not model two types of doors in a single assembly, the total quantity was divided in two and input as two assemblies, one with wood doors and one with metal doors. This assembly also contains two types of glazing and so it was separated similarly to the doors. - This wall assembly contains an acoustic sealant which was excluded from the IE due to an absence of acceptable surrogate. 4.4.17 Interior Wall _ Steel Stud _ W5-22 _ Acoustic Partition w/ 2 Layers Both Sides _ 92mm Stud _ Wood Door _ GL1A- Since there are various heights of this wall assembly the total area was calculated and divided by the total length to determine the weighted average of height. - Since the IE can not model two types of doors in a single assembly, the total quantity was divided in two and input as two assemblies, one with wood doors and one with metal doors. This assembly also contains two types of glazing and so it was separated similarly to the doors. - This wall assembly contains an acoustic sealant which was excluded from the IE due to an absence of acceptable surrogate. 4.4.18 Interior Wall _ Steel Stud _ W5-R _ Rated Partition _ 92mm Stud _ Metal Door4.4.19 Interior Wall _ Steel Stud _ W5-RA _ Rated Acoustic Partition _ 92mm Stud- This wall assembly contains an acoustic sealant which was excluded from the IE due to an absence of acceptable surrogate.4.4.20 Interior Wall _ Steel Stud _ W5-T _ Tile Clad Partition Both Sides _ 92mm Stud _ Wood Door- Since there are various heights of this wall assembly the total area was calculated and divided by the total length to determine the weighted average of height. - The IE does not contain 16mm Coated Glass Map Backer Board so 16mm Moisture Resistant Gypsum board was used as a surrogate due to similar material properties. - This wall assembly contains a tile finish which was excluded from the IE due to an absence of acceptable surrogate. 4.4.21 Interior Wall _ Steel Stud _ W6 _ Basic Partition _ 152mm Stud _ Metal Door- Since there are various heights of this wall assembly the total area was calculated and divided by the total length to determine the weighted average of height. - Since the IE can not model two types of doors in a single assembly, the total quantity was divided in two and input as two assemblies, one with wood doors and one with metal doors. 4.4.22 Interior Wall _ Steel Stud _ W6 _ Basic Partition _ 152mm Stud _ Wood Door- Since there are various heights of this wall assembly the total area was calculated and divided by the total length to determine the weighted average of height. - Since the IE can not model two types of doors in a single assembly, the total quantity was divided in two and input as two assemblies, one with wood doors and one with metal doors. 4.4.23 Interior Wall _ Steel Stud _ W6-2 _ Acoustic Partition w/ 2 Layers One Sides _ 152mm Stud- Since there are various heights of this wall assembly the total area was calculated and divided by the total length to determine the weighted average of height. - This wall assembly contains an acoustic sealant which was excluded from the IE due to an absence of acceptable surrogate. 4.4.24 Interior Wall _ Steel Stud _ W6-22 _ Acoustic Partition w/ 2 Layers Both Sides _ 152mm Stud _ Metal Door _ GL1- Since there are various heights of this wall assembly the total area was calculated and divided by the total length to determine the weighted average of height. - Since the IE can not model two types of doors in a single assembly, the total quantity was divided in two and input as two assemblies, one with wood doors and one with metal doors. - This wall assembly contains an acoustic sealant which was excluded from the IE due to an absence of acceptable surrogate. 4.4.25 Interior Wall _ Steel Stud _ W6-22 _ Acoustic Partition w/ 2 Layers Both Sides _ 152mm Stud _ Wood Door _ GL1- Since there are various heights of this wall assembly the total area was calculated and divided by the total length to determine the weighted average of height. - Since the IE can not model two types of doors in a single assembly, the total quantity was divided in two and input as two assemblies, one with wood doors and one with metal doors. - This wall assembly contains an acoustic sealant which was excluded from the IE due to an absence of acceptable surrogate. 4.4.26 Interior Wall _ Steel Stud _ W6-R _ Rated Partition _ 152mm Stud _ Metal Door- Since there are various heights of this wall assembly the total area was calculated and divided by the total length to determine the weighted average of height. 4.4.27 Interior Wall _ Steel Stud _ W6-RA _ Rated Acoustic Partition _ 152mm Stud- This wall assembly contains an acoustic sealant which was excluded from the IE due to an absence of acceptable surrogate. 4.4.28 Interior Wall _ Steel Stud _ W6-T _ Tile Clad Partition Both Sides _ 152mm Stud _ Wood Door- Since there are various heights of this wall assembly the total area was calculated and divided by the total length to determine the weighted average of height. - The IE does not contain 16mm Coated Glass Map Backer Board so 16mm Moisture Resistant Gypsum board was used as a surrogate due to similar material properties. - This wall assembly contains a tile finish which was excluded from the IE due to an absence of acceptable surrogate. 4.4.29 Interior Wall _ Steel Stud _ W6-T1 _ Tile Clad Partition One Side _ 152mm Stud _ Wood Door- Since there are various heights of this wall assembly the total area was calculated and divided by the total length to determine the weighted average of height. - The IE does not contain 16mm Coated Glass Map Backer Board so 16mm Moisture Resistant Gypsum board was used as a surrogate due to similar material properties. - This wall assembly contains a tile finish which was excluded from the IE due to an absence of acceptable surrogate. 4.4.30 Interior Wall _ Steel Stud _ W7 _ Double Stud Acoustic/ Mechanical Partition _ 92mm Stud _ Metal Door _ GL1- Since the IE can not model two types of doors in a single assembly, the total quantity was divided in two and input as two assemblies, one with wood doors and one with metal doors. This assembly also contains two types of glazing and so it was separated similarly to the doors. 4.4.31 Interior Wall _ Steel Stud _ W7 _ Double Stud Acoustic/ Mechanical Partition _ 92mm Stud _ Wood Door _ GL1A- Since the IE can not model two types of doors in a single assembly, the total quantity was divided in two and input as two assemblies, one with wood doors and one with metal doors. This assembly also contains two types of glazing and so it was separated similarly to the doors. Specific AssumptionsAssembly Group Assembly Type Assembly Name4.4.32 Interior Wall _ Steel Stud _ W7-22 _ Double Stud Acoustic/ Mechanical Partition w/ 2 Layers Both Sides _ 92mm Stud _ Wood Door _ 10mm Glass4.4.33 Interior Wall _ Steel Stud _ W7-T _ Double Stud Acoustic/ Mechanical Partition Tile Clad Both Sides _ 92mm Stud- Since there are various heights of this wall assembly the total area was calculated and divided by the total length to determine the weighted average of height. 4.4.34 Interior Wall _ Steel Stud _ W7-T1 _ Double Stud Acoustic/ Mechanical Partition Tile Clad One Side _ 92mm Stud4.4.35 Interior Wall _ Steel Stud _ W9 _ Double Stud Partition _ 152mm Stud- Since there are various heights of this wall assembly the total area was calculated and divided by the total length to determine the weighted average of height. 4.5 Wood Stud4.5.1 Interior Wall _ Wood Stud _ W8 _ Double Stud Acoustic Partition _ 140/184mm Stud _ Wood Door _ 10mm Glass- This wall assembly contains a veneer plywood finish on one side and fabric wrapped acoustic panel finish on the other. Both materials were excluded from the IE due to an absence of acceptable surrogate. - The IE does not contain Black Mat Acoustical Blanket in its database so 50mm Rockwool was used as a surrogate due to similar material properties.- This wall assembly contains an acoustic sealant which was excluded from the IE due to an absence of acceptable surrogate. 4.6 Concrete Block/Steel Stud4.6.1 Interior Wall _ Concrete Block/Steel Stud _ M2 _ Concrete Block Wall w/ Furring Both Sides _ 190mm Block/ 25mm Channel _ Wood Door- Since there are various heights of this wall assembly the total area was calculated and divided by the total length to determine the weighted average of height. - This wall assembly contains a 25mm furring channel on both sides, a single layer of the smallest available steel stud thickness of 92mm was used as a surrogate due to similar material properties.5.0 Exterior Walls & Parapets5.1 Cast In Place5.1.1 Exterior Wall _ Cast In Place _ EW2 sim (No Insulation, No Finish) _ Below Grade Wall _ 250w _ 30MPa- The specified wall thickness is 250mm which was rounded up to the nearest allowable input of 300mm in the IE. Note that concrete volume equalization by modification of the wall length was not conducted as it would alter the square foot area and finishes associated with it. - Protection board was modeled for the full height of the wall instead of the specific 0.9m due to limitations of the IE. The minimum IE input of 25.381mm was used instead of the specified 25mm.- The specified drainage mat is a high density polyethylene (HDPE) panel which is not a material in the IE database. A 6mil polyethylene vapour barrier was used as a surrogate due to the similar material properties.- The specified waterproofing is a torch on sheet membrane composed of a polyester reinforced SBS. A standard 2-ply SBS membrane was used as a surrogate due to similar material properties. 5.1.2 Exterior Wall _ Cast In Place _ EW3 _ Below Grade Wall _ 250w _ 30MPa- Since there are various heights of this wall assembly the total area was calculated and divided by the total length to determine the weighted average of height. - The specified wall thickness is 250mm which was rounded up to the nearest allowable input of 300mm in the IE. Note that concrete volume equalization by modification of the wall length was not conducted as it would alter the square foot area and finishes associated with it. - Protection board was modeled for the full height of the wall instead of the specific 0.9m due to limitations of the IE. The minimum IE input of 25.381mm was used instead of the specified 25mm.- The specified drainage mat is a high density polyethylene (HDPE) panel which is not a material in the IE database. A 6mil polyethylene vapour barrier was used as a surrogate due to the similar material properties.- The specified waterproofing is a torch on sheet membrane composed of a polyester reinforced SBS. A standard 2-ply SBS membrane was used as a surrogate due to similar material properties. 5.1.3 Exterior Wall _ Cast In Place _ EW3 _ Below Grade Wall _ 300w _ 30MPa- Since there are various heights of this wall assembly the total area was calculated and divided by the total length to determine the weighted average of height.- Protection board was modeled for the full height of the wall instead of the specified 0.9m due to limitations of the IE. The minimum IE input of 25.381mm was used instead of the specified 25mm.- The specified drainage mat is a high density polyethylene (HDPE) panel which is not a material in the IE database. A 6mil polyethylene vapour barrier was used as a surrogate due to the similar material properties.- The specified waterproofing is a torch on sheet membrane composed of a polyester reinforced SBS. A standard 2-ply SBS membrane was used as a surrogate due to similar material properties. 5.1.4 Exterior Wall _ Cast In Place _ EW3 _ Below Grade Wall _ 600w _ 45MPa- The specified 600mm 45MPaconcrete wall was modelled using two layers of 300mm concrete wall since 300mm is the maximum allowable thickness in the IE. One layer of wall was modelled at 30MPa and the other 60Mpa to approximate the specified strength. Note that a more than average flyash % was not available for 60MPa concrete. - Protection board was modeled for the full height of the wall instead of the specified 0.9m due to limitations of the IE. The minimum IE input of 25.381mm was used instead of the specified 25mm.- The specified drainage mat is a high density polyethylene (HDPE) panel which is not a material in the IE database. A 6mil polyethylene vapour barrier was used as a surrogate due to the similar material properties.- The specified waterproofing is a torch on sheet membrane composed of a polyester reinforced SBS. A standard 2-ply SBS membrane was used as a surrogate due to similar material properties. 5.1.5 Parapet _ Cast In Place _ EW1 _ GFRC Clad Wall _ 200w _ 30MPa  _ Detail 4-A660- Reinforcement was assumed to be 15M, the lightest available choice, as concrete parapets are non structural elements. - The specified cladding is a fiber reinforced concrete panel which is not a material in the IE database. Fibre cement siding was selected as a surrogate as it contains similar material properties.- The specified exterior sheathing consists of a fiberglass faced water resistant gypsum board which is not a material in the IE database. Moisture resistant gypsum was selected as a surrogate as it contains similar material properties.5.1.6 Parapet _ Cast In Place _ EW1 _ GFRC Clad Wall _ 200w _ 30MPa _ Detail 5-A651- Reinforcement was assumed to be 15M, the lightest available choice, as concrete parapets are non structural elements. - The specified cladding is a fiber reinforced concrete panel which is not a material in the IE database. Fibre cement siding was selected as a surrogate as it contains similar material properties.- The specified concrete uses Limestone to reduce a minimum of 35% of the cement within the mix design. Because of this cement reduction, the concrete flyash was modelled to be 35% for all concrete wall assemblies. Specific AssumptionsAssembly Group Assembly Type Assembly Name5.2 Curtain Wall5.2.1 Exterior Wall _ Curtain Wall _ GL1 _ Triple Glazed - Since there are various heights of this wall assembly the total area was calculated and divided by the total length to determine the weighted average of height. - This assembly includes triple glazed argon filled glass as the glazing component. The IE is unable to model this configuration of glazing and utilizes a standard double glazed system. 5.2.2 Exterior Wall _ Curtain Wall _ GL2 _ Double Glazed - Since there are various heights of this wall assembly the total area was calculated and divided by the total length to determine the weighted average of height. - This assembly includes double glazed low-E argon filled glass as the glazing component. The IE is unable to model this configuration of glazing and utilizes a standard double glazed system. 5.3 Steel Stud5.3.1 Exterior Wall _ Steel Stud _ Curtainwall Head at Soffit _ Detail 2-A657- Since there are various heights of this wall assembly the total area was calculated and divided by the total length to determine the weighted average of height.- The specified assembly incorporates HSS support framing. To model this the steel studs were selected to be load bearing, heavy gauge steel studs. - The specified exterior sheathing consists of a fiberglass faced water resistant gypsum board which is not a material in the IE database. Moisture resistant gypsum was selected as a surrogate as it contains similar material properties.5.3.2 Exterior Wall _ Steel Stud _ EW1 _ GFRC Clad Wall - Since there are various heights of this wall assembly the total area was calculated and divided by the total length to determine the weighted average of height. - The IE provides an option for low-E argon filled glazing however the specified product is only argon filled. Because of this standard glazing was selected for the model. - The specified cladding is a fiber reinforced concrete panel which is not a material in the IE database. Fibre cement siding was selected as a surrogate as it contains similar material properties.- The specified exterior sheathing consists of a fiberglass faced water resistant gypsum board which is not a material in the IE database. Moisture resistant gypsum was selected as a surrogate as it contains similar material properties.5.3.3 Exterior Wall _ Steel Stud _ EW7 _ Louvered Wall - Since there are various heights of this wall assembly the total area was calculated and divided by the total length to determine the weighted average of height. - The specified cladding is prefinished aluminum louvers which is not a material in the IE database. A commercial grade steel cladding was selected as a surrogate as it contains similar material properties. - The specified exterior sheathing consists of a fiberglass faced water resistant gypsum board which is not a material in the IE database. Moisture resistant gypsum was selected as a surrogate as it contains similar material properties.5.3.4 Exterior Wall _ Steel Stud _ EW8 _ EIFS - Since there are various heights of this wall assembly the total area was calculated and divided by the total length to determine the weighted average of height. - The specified assembly incorporates HSS support framing. To model this the steel studs were selected to be load bearing, heavy gauge steel studs. - The specified drainage track is a corrugated plastic sheet which is not a material in the IE database. A polyethylene vapor barrier was selected as a surrogate as it contains similar material properties. - The specified transition membrane is a spray applied rubber which is not a material in the IE database. An EPDM rubber sheet membrane was elected as a surrogate as it contains similar material properties. - The specified exterior sheathing consists of a fiberglass faced water resistant gypsum board which is not a material in the IE database. Moisture resistant gypsum was selected as a surrogate as it contains similar material properties.5.3.5 Exterior Wall _ Steel Stud _ EW9 _ Aluminum Cladding - Since there are various heights of this wall assembly the total area was calculated and divided by the total length to determine the weighted average of height. - The specified cladding is prefinished aluminum panel which is not a material in the IE database. A commercial grade steel cladding was selected as a surrogate as it contains similar material properties. - The specified exterior sheathing consists of a fiberglass faced water resistant gypsum board which is not a material in the IE database. Moisture resistant gypsum was selected as a surrogate as it contains similar material properties.5.3.6 Exterior Wall _ Steel Stud _ RW _ Standing Seam Zinc Roof Wall - Since there are various heights of this wall assembly the total area was calculated and divided by the total length to determine the weighted average of height- The Pre-Engineered metal roof system is more appropriate assembly for the roof wall structure however it does not allow openings to be added. Since there are a large quantity of windows in the roof wall steel studs were chosen as the base of the assembly model. - The IE provides an option for low-E argon filled glazing however the specified product is only argon filled. Because of this standard glazing was selected for the model. - The specified cladding is standing seam Zinc which is not a material in the IE database. A commercial steel cladding was determined to be the most suitable option as a surrogate.- The specified exterior sheathing consists of a type X fiberglass faced water resistant gypsum board which is not a material in the IE database. Type X gypsum was selected as a surrogate as it contains similar material properties. - A steel roof system was chosen to model the corrugated metal deck component of this assembly.- An insulation thickness was not specified and so 92mm was assumed to match the specified deck depth.  5.3.7 Parapet _ Steel Stud _ EW1 _ GFRC Clad Wall _ Detail 3-A657 - The specified cladding is a fiber reinforced concrete panel which is not a material in the IE database. Fibre cement siding was selected as a surrogate as it contains similar material properties. - The specified exterior sheathing consists of a fiberglass faced water resistant gypsum board which is not a material in the IE database. Moisture resistant gypsum was selected as a surrogate as it contains similar material properties.5.3.8 Parapet _ Steel Stud _ EW1 _ GFRC Clad Wall _ Detail 4-A655 - The specified assembly incorporates HSS support framing. To model this the steel studs were selected to be load bearing, heavy gauge steel studs. - The specified cladding is a fiber reinforced concrete panel which is not a material in the IE database. Fibre cement siding was selected as a surrogate as it contains similar material properties. - The specified exterior sheathing consists of a fiberglass faced water resistant gypsum board which is not a material in the IE database. Moisture resistant gypsum was selected as a surrogate as it contains similar material properties.Specific AssumptionsAssembly Group Assembly Type Assembly Name5.3.9 Parapet _ Steel Stud _ EW7 _ Louvered Wall _ Detail 6-A654/3-A653/5-A659- The specified assembly incorporates HSS support framing. To model this the steel studs were selected to be load bearing, heavy gauge steel studs.- The specified cladding is prefinished aluminum louvers which is not a material in the IE database. A commercial grade steel cladding was selected as a surrogate as it contains similar material properties. - The specified exterior sheathing consists of a fiberglass faced water resistant gypsum board which is not a material in the IE database. Moisture resistant gypsum was selected as a surrogate as it contains similar material properties.5.3.10 Parapet _ Steel Stud _ EW9 _ Aluminum Cladding _ Detail 5-A659 sim- The specified assembly incorporates HSS support framing. To model this the steel studs were selected to be load bearing, heavy gauge steel studs. - The specified cladding is prefinished aluminum panel which is not a material in the IE database. A commercial grade steel cladding was selected as a surrogate as it contains similar material properties. - The specified exterior sheathing consists of a fiberglass faced water resistant gypsum board which is not a material in the IE database. Moisture resistant gypsum was selected as a surrogate as it contains similar material properties.5.4 Cast In Place/ Curtain Wall5.4.1 Parapet _ Cast In Place/Curtain Wall _ 200w _ 30MPa _ G1 _ Detail 2-A656 - Reinforcement was assumed to be 15M, the lightest available choice, as concrete parapets are non structural elements. - This assembly includes triple glazed argon filled glass as the glazing component. The IE is unable to model this configuration of glazing and utilizes a standard double glazed system. - The specified exterior sheathing consists of a fiberglass faced water resistant gypsum board which is not a material in the IE database. Moisture resistant gypsum was selected as a surrogate as it contains similar material properties.5.4.2 Parapet _ Cast In Place/Curtain Wall _ G1 _ Triple Glazed _ 200w _ 30MPa _ Detail 4-A653- Reinforcement was assumed to be 15M, the lightest available choice, as concrete parapets are non structural elements. - This assembly includes triple glazed argon filled glass as the glazing component. The IE is unable to model this configuration of glazing and utilizes a standard double glazed system. - The specified exterior sheathing consists of a fiberglass faced water resistant gypsum board which is not a material in the IE database. Moisture resistant gypsum was selected as a surrogate as it contains similar material properties.5.4.3 Parapet _ Cast In Place/Curtain Wall _ G2 _ Double Glazed _ 200w _ 30MPa _ Detail 2-A656 sim- Reinforcement was assumed to be 15M, the lightest available choice, as concrete parapets are non structural elements. - This assembly includes double glazed low-E argon filled glass as the glazing component. The IE is unable to model this configuration of glazing and utilizes a standard double glazed system.  - The specified exterior sheathing consists of a fiberglass faced water resistant gypsum board which is not a material in the IE database. Moisture resistant gypsum was selected as a surrogate as it contains similar material properties.5.4.4 Parapet _ Cast In Place/Curtain Wall _ G2 _ Double Glazed _ 200w _ 30MPa _ Detail 6-A662- Reinforcement was assumed to be 15M, the lightest available choice, as concrete parapets are non structural elements. - This assembly includes double glazed low-E argon filled glass as the glazing component. The IE is unable to model this configuration of glazing and utilizes a standard double glazed system.  - The specified exterior sheathing consists of a fiberglass faced water resistant gypsum board which is not a material in the IE database. Moisture resistant gypsum was selected as a surrogate as it contains similar material properties.5.5 Cast In Place/Steel Stud5.5.1 Exterior Wall _ Cast In Place/Steel Stud _ EW2 _ Below Grade Wall _ 250w _ 30MPa- Since there are various heights of this wall assembly the total area was calculated and divided by the total length to determine the weighted average of height. - The specified wall thickness is 250mm which was rounded up to the nearest allowable input of 300mm in the IE. Note that concrete volume equalization by modification of the wall length was not conducted as it would alter the square foot area and finishes associated with it. - The specified steel stud thickness is 41mm which is not an available input in the IE so the value was rounded to 92mm, the nearest available input dimension. - Protection board was modeled for the full height of the wall instead of the specified 0.9m due to limitations of the IE. The minimum IE input of 25.381mm was used instead of the specified 25mm.- The specified drainage mat is a high density polyethylene (HDPE) panel which is not a material in the IE database. A 6mil polyethylene vapour barrier was used as a surrogate due to the similar material properties.- The specified waterproofing is a torch on sheet membrane composed of a polyester reinforced SBS. A standard 2-ply SBS membrane was used as a surrogate due to similar material properties. 5.5.2 Exterior Wall _ Cast In Place/Steel Stud _ EW10 _ Exterior Exposed Concrete _ 250w _ 30MPa- The specified wall thickness is 250mm which was rounded up to the nearest allowable input of 300mm in the IE. Note that concrete volume equalization by modification of the wall length was not conducted as it would alter the square foot area and finishes associated with it. 5.5.3 Exterior Wall _ Cast In Place/Steel Stud _ Concrete Upstand _ 200w _ 30MPa _ Detail 3-A657- Reinforcement was assumed to be 15M, the lightest available choice, as concrete parapets are non structural elements. - The specified steel stud thickness is 41mm which is not an available input in the IE so the value was rounded to 92mm, the nearest available input dimension. 5.6 Curtain Wall/Steel Stud5.6.1 Parapet _ Curtain Wall/Steel Stud _ G1 _ Triple Glazed _ Detail 5-A655/2-A662- This assembly includes triple glazed argon filled glass as the glazing component. The IE is unable to model this configuration of glazing and utilizes a standard double glazed system. - The specified assembly incorporates HSS support framing. To model this the steel studs were selected to be load bearing, heavy gauge steel studs. - The specified exterior sheathing consists of a fiberglass faced water resistant gypsum board which is not a material in the IE database. Moisture resistant gypsum was selected as a surrogate as it contains similar material properties.5.6.2 Parapet _ Curtain Wall/Steel Stud _ G1 _ Triple Glazed _ Detail 6-A652- This assembly includes triple glazed argon filled glass as the glazing component. The IE is unable to model this configuration of glazing and utilizes a standard double glazed system. - The specified assembly incorporates HSS support framing. To model this the steel studs were selected to be load bearing, heavy gauge steel studs. - The specified exterior sheathing consists of a fiberglass faced water resistant gypsum board which is not a material in the IE database. Moisture resistant gypsum was selected as a surrogate as it contains similar material properties.Specific AssumptionsAssembly Group Assembly Type Assembly Name6.0 Roofs and Soffits6.1 Composite Metal6.1.1 Roof _ Composite Metal _ R1 _ Exposed Membrane Roof _ Roof Level - The specified concrete strength is 25MPa which was rounded up to 30MPa, the nearest allowable input in the IE. - The specified live load is 1.4kPa which was rounded up to 2.4kPa, the nearest allowable input in the IE. 6.1.2 Roof _ Composite Metal _ R8 _ Play Area _ Level 4 - The measured bay size of 12.39m could not be input into the IE due to its size limitations. The maximum bay size of 12.10m was entered and the span was adjusted to maintain the same total roof area using the following equation; Span = (Roof Area / (Bay Size * Number of Bays )) / Number of Spans- The specified concrete strength is 25MPa which was rounded up to 30MPa, the nearest allowable input in the IE. - The specified roofing system includes a "Play Surface" which was omitted due to the absence of an appropriate surrogate.6.2 Concrete Suspended Slab6.2.1 Roof _ Concrete Suspended Slab _ R2 _ Exposed Membrane _ Level 5- Since the roof area was irregular with no defined width the measured area was divided by the average span to determine the input width. - The specified concrete strength is 25MPa which was rounded to 30MPa, the nearest allowable input in the IE.   - This assembly does not contain exterior sheathing however it can not be removed from the pre-defined IE roofing assembly and was therefore included in the model. 6.2.2 Roof _ Concrete Suspended Slab _ R4 _ Crop Area _ Level 4 - Since the roof area was irregular with no defined width the measured area was divided by the average span to determine the input width. - The specified concrete strength is 25MPa which was rounded to 30MPa, the nearest allowable input in the IE.  - This assembly does not contain protection board it can not be removed from the pre-defined IE roofing assembly and was therefore included in the model. - The specified roofing system includes a "Planting Buildup" and "Leak Detection System" which were omitted due to the absence of an appropriate surrogate.6.2.3 Roof _ Concrete Suspended Slab _ R5 _ Pavers on Concrete _ Level 4- Since the roof area was irregular with no defined width the measured area was divided by the average span to determine the input width. - The specified concrete strength is 25MPa which was rounded to 30MPa the nearest allowable input in the IE.  - This assembly does not contain exterior sheathing however it can not be removed from the pre-defined IE roofing assembly and was therefore included in the model. 6.2.4 Roof _ Concrete Suspended Slab _ R7 _ Landscape on Concrete _ Level 1- Since the roof area was irregular with no defined width the measured area was divided by the average span to determine the input width. - The specified concrete strength is 25MPa which was rounded to 30MPa, the nearest allowable input in the IE. - The specified drainage board is a high density polyethylene (HDPE) panel which is not a material in the IE database. A polyethylene vapour barrier was used as a surrogate due to the similar material properties.- The specified roofing system includes a "Planting Buildup" and "Leak Detection System" which were omitted due to the absence of an appropriate surrogate.6.2.5 Roof _ Concrete Suspended Slab _ R10 _ Pavers on Concrete _ Level 1- Since the roof area was irregular with no defined width the measured area was divided by the average span to determine the input width. - The specified concrete strength is 25MPa which was rounded to 30MPa the nearest allowable input in the IE. - The specified drainage board is a high density polyethylene (HDPE) panel which is not a material in the IE database. A polyethylene vapour barrier was used as a surrogate due to the similar material properties.- The specified roofing system includes a "Leak Detection System" which was omitted due to the absence of an appropriate surrogate.6.3 Light Frame Wood Truss6.3.1 Roof _ Light Frame Wood Truss _ R6 _ Cross Laminated Timber Panel _ Level 5- The measured span of 22m could not be input into the IE due to its size limitations. The maximum span size of 14.64m was entered and the roof width was adjusted to maintain the same total roof area using the following formula; Roof Width = Total Area / Span. - The specified structural base of this roofing assembly is cross laminated timber (CLT) which is not in the IE database. Plywood was determined to be the closest available surrogate.- The specified live load is 0.5kPa which was rounded up to 2.4kPa, the nearest allowable input in the IE. - This assembly does not contain exterior sheathing however it can not be removed from the pre-defined IE roofing assembly and was therefore included in the model. 6.4.1 Roof _ Pre-Engineered Metal Roof System _ R1 _ Exposed Membrane _ Roof Level- Since the assembly has no concrete it was not modeled as a composite deck but rather a pre-engineered metal deck. Because of which, the beam and column support structure has been included in the beams and columns section under the input "2.3.2 Columns and Beams _ Steel _ Level 5 _ Mechanical Room"- Since the roof area was irregular with no defined length or width, the square root of the total area was used to determine the length and width inputs. - The specified live load is 1.82kPa which was rounded up to 2.4kPa, the nearest allowable input in the IE. 6.4.2 Roof _ Pre-Engineered Metal Roof System _ R3 _ Exposed Membrane _ Acoustic Insulation _ Level 4- Since the assembly has no concrete it was not modeled as a composite deck but rather a pre-engineered metal deck. Because of which, the beam and column support structure has been included in the beams and columns section under the input "2.3.1 Columns and Beams_ Steel _Level 2 - 4 _ Great Hall"- Since the roof area was irregular with no defined length or width, the square root of the total area was used to determine the length and width inputs. - The specified live load is 1.0kPa which was rounded up to 2.4kPa, the nearest allowable input in the IE. - Insulation thickness was not provided so 92mm was assumed to match the depth of the deck corrugations. 6.4 Pre-Engineered Metal Roof System- The predefines assembly entitled "Modified Bitumen Membrane Roofing System" in the IE was used for the majority of the roofing systems. To determine the materials included in this assembly an isolated system was created and bill of materials generated. As a result it was determined the pre defined system includes SBS membrane, protection board, insulation, and sheathing. Furthermore, it was noted that the insulation quantity is the only one which varied with the input thickness and so the roof insulation thickness was used as the governing thickness for the roof assembly.  - The specified concrete uses Limestone to reduce a minimum of %35 of the cement within the mix design. Because of this cement reduction, the concrete flyash was modelled to be %35 for all Specific AssumptionsAssembly Group Assembly Type Assembly Name6.4.3 Roof _ Pre-Engineered Metal Roof System _ R3 _ Exposed Membrane _ Acoustic Insulation _ Level 5- Since the assembly has no concrete it was not modeled as a composite deck but rather a pre-engineered metal deck. Because of which, the beam and column support structure has been included in the beams and columns section under the input "2.2.7 Columns and Beams _ Glulam _ Level 5 _ Roof Wall"- Since the roof area was irregular with no defined length or width, the square root of the total area was used to determine the length and width inputs. - The specified live load is 1.82kPa which was rounded up to 2.4kPa the nearest allowable input in the IE. - Insulation thickness was not provided so 92mm was assumed to match the depth of the deck corrugations. 6.4.4 Roof _ Pre-Engineered Metal Roof System _ RW2 _ Standing Seam Zinc Roof Wall _ Acoustical Insulation _ Level 5- Since the assembly has no concrete it was not modeled as a composite deck but rather a pre-engineered metal deck. Because of which, the beam and column support structure has been included in the beams and columns section under the input "2.2.7 Columns and Beams _ Glulam _ Level 5 _ Roof Wall"- Since the roof area was irregular with no defined length or width, the square root of the total area was used to determine the length and width inputs. - The specified live load is 1.82kPa which was rounded up to 2.4kPa, the nearest allowable input in the IE. - The specified cladding is standing seam Zinc which is not a material in the IE database. A commercial steel cladding was determined to be the most suitable surrogate.- The specified drainage plane is an entangles nylon fibre mat which is not a material in the IE database. A conventional drainage plane (air barrier) was determined to be the most suitable surrogate.- Insulation thickness was not provided so 92mm was assumed to match the depth of the deck corrugations. 6.5 Steel Stud6.4.5 Soffit _ Steel Stud _ ES1/ES2 _ GFRC Clad Wall Level 1 - The soffits were included with the roofing assemblies as they are horizontal envelope components. Since the soffit super structure (concrete suspended slab and composite metal deck) is included in the flooring assemblies the soffits were modeled as a steel stud wall serving as a surrogate for the galvanized steel suspension system and z-girts. - Since the soffit area was irregular with no defined length or width, the square root of the total area was used to determine the length and width inputs. - The specified cladding is a fiber reinforced concrete panel which is not a material in the IE database. Fibre cement siding was selected as a surrogate due to similar material properties. - Spray fireproofing is not a material available in the IE database. Fire rated gypsum board was selected as a surrogate.       Appendix C – Bill of Materials                   Units  Foundation  Columns & Beams  Floors  Interior Walls  Exterior Walls  Roofs  Building Total m2 -                -               -             -                            9,841.40        37,437.39 47,278.79          m2 -                -               -                      1,191.36 -                   -                   1,191.36             m2 -                -               -             -                            4,946.01          5,590.30 10,536.31          m2 -                -               -             -                            2,273.92 -                   2,273.92             m2 -                -               -                    36,443.51          1,077.12          5,224.77 42,745.40          m2 -                -               -                      2,197.76 -                   -                   2,197.76             m2 -                -               -                    11,372.32          4,222.58 -                   15,594.90          m2       5,982.91 -               -                         114.33          7,481.94          8,944.24 22,523.42          m2 -                -               -             -                            4,061.01             714.90 4,775.91             Tonnes -                -               -                            82.19               82.82 -                   165.01                kg -                -               -             -                   -                        325,458.00 325,458.00        m2 (25mm)-                -               -                    41,470.79          5,686.70          4,876.11 52,033.60          m2 (25mm)-                -               -                      5,542.03        29,798.92          3,591.30 38,932.24          Tonnes -                -               -             -                   -                                    1.40 1.40                    m2 -                -               -             -                            7,590.21          1,110.78 8,701.00             m3       4,324.92 -                   5,021.50          1,233.70             444.89             958.98 11,983.99          m3 -                         730.95 -                                  -   -                   -                   730.95                m3 -                -               -                         736.13             100.92 -                   837.05                Blocks -                -               -                    15,237.51 -                   -                   15,237.51          m2 -                -               -             -                   -                            1,883.76 1,883.76             kg -                -               -                      5,435.93          6,897.69 -                   12,333.61          m2 (25mm)-                -               -             -                            1,666.12 -                   1,666.12             m2 (25mm)      5,865.59 -               -                                  -            4,781.16          7,614.52 18,261.27          m2 -                -               -             -                            2,395.62          2,334.69 4,730.31             m2 -                -               -             -                               762.32 -                   762.32                Tonnes -                -                        23.58 -                   -                                    3.67 27.24                   Assembly Group Construction MaterialConcrete 30 MPa (flyash av)#15 Organic Felt1/2"  Moisture Resistant Gypsum Board5/8"  Fire-Rated Type X Gypsum Board6 mil PolyethyleneAir Barrier5/8"  Moisture Resistant Gypsum Board1/2"  Fire-Rated Type X Gypsum Board24 Ga. Steel Roof (Commercial)5/8"  Regular Gypsum BoardAluminumBallast (aggregate stone)Extruded PolystyreneFiber CementGalvanized DeckingFoil FacerConcrete 60 MPa (flyash av)EPDM membrane (black, 60 mil)Expanded PolystyreneConcrete BlocksConcrete BrickBatt. FiberglassBatt. RockwoolCold Rolled SheetCommercial(26 ga.) Steel CladdingConcrete 30 MPa (flyash 35%)Units  Foundation  Columns & Beams  Floors  Interior Walls  Exterior Walls  Roofs  Building Total  Assembly Group Construction MaterialTonnes -                -               -                            17.40                 3.56                19.85 40.81                  Tonnes -                -               -                            58.73               23.38                  6.64 88.75                  m2 -                -               -             -                   -                          10,672.39 10,672.39          Tonnes -                -               -                            38.19             171.58 -                   209.77                m3 -                           32.28 -                                  -   -                   -                   32.28                  Tonnes                  -                0.85 -                                  -   -                   -                   0.85                    Tonnes -                -               -                            51.10               10.23                  5.21 66.54                  kg -                -               -             -                          53,744.60      158,469.76 212,214.36        m3 -                -               -                         290.80 -                                  34.98 325.78                Tonnes              0.35 -               -                              6.42                 3.51                  3.20 13.49                  Tonnes -                -               -                              0.59                 0.12                  0.06 0.76                    Tonnes -                -               -             -                   -                                    0.21 0.21                    m2 (25mm)-                -               -             -                          13,213.12        40,071.55 53,284.67          Tonnes              8.61          345.48        286.49                90.71               14.37                53.21 798.86                kg -                -               -             -                   -                          47,012.08 47,012.08          Tonnes -                             1.26            1.47                  2.48                 2.48                  1.09 8.78                    m3 -                -               -                            18.50 -                                  53.62 72.13                  m2 (9mm)-                -               -                         378.12                     -            3,187.85 3,565.97             L -                -               -                            82.83             705.80             525.30 1,313.93             m2 -                -               -                      5,389.49          2,801.07 -                   8,190.55             m2 -                -               -                         713.91 -                   713.91                L -                -               -                    39,301.21        11,172.06          3,359.80 53,833.07          Tonnes              5.26 -               -                                  -                       -   -                   5.26                    Tonnes -                           25.43        114.82 -                   -                                  25.39 165.64                GluLam SectionsHollow Structural SteelWide Flange SectionsPolyiso Foam Board (unfaced)Rebar, Rod, Light SectionsRoofing AsphaltScrews Nuts & BoltsSmall Dimension Softwood Lumber, kiln-driedSoftwood PlywoodWelded Wire Mesh / Ladder WireSolvent Based Alkyd PaintWater Based Latex PaintStandard GlazingStucco over metal meshPolyethylene Filter FabricGalvanized SheetGalvanized StudsGlazing PanelJoint CompoundModified Bitumen membraneMortarNailsPaper TapeGlass Facer      Appendix D - Impact Category Tables        Life Cycle Stage ProcessAcidification PotentialFoundations Columns & Beams Floors Interior Walls Exterior Walls Roofs Building TotalM anufact uri ng M ater ial moles of H+ eq 3.35E+05 1.46E+05 4.71E+05 5.02E+05 5.93E+05 2.27E+05 2.27E+06T r anspor t ation moles of H+ eq 1.95E+04 4.71E+03 2.49E+04 1.58E+04 5.62E+03 7.31E+03 7.78E+04Total moles of H+ eq 3.55E+05 1.51E+05 4.96E+05 5.17E+05 5.98E+05 2.34E+05 2.35E+06C onst r uct ion Si t e Prepar ation moles of H+ eqM ater ial moles of H+ eq 1.18E+04 1.78E+03 3.03E+04 1.82E+04 4.90E+03 7.31E+03 7.43E+04T r anspor t ation moles of H+ eq 1.69E+04 3.96E+03 2.27E+04 1.66E+04 1.04E+04 1.20E+04 8.26E+04Total moles of H+ eq 2.87E+04 5.74E+03 5.31E+04 3.47E+04 1.53E+04 1.93E+04 1.57E+05M aint enance M ater ial moles of H+ eq 0.00E+00 0.00E+00 0.00E+00 3.41E+05 3.44E+05 6.80E+04 7.53E+05T r anspor t ation moles of H+ eq 0.00E+00 0.00E+00 0.00E+00 5.48E+03 7.67E+03 1.95E+03 1.51E+04Total moles of H+ eq 0.00E+00 0.00E+00 0.00E+00 3.46E+05 3.52E+05 6.99E+04 7.68E+05E nd-of-Life M ater ial moles of H+ eq 3.98E+03 8.68E+02 4.89E+03 2.03E+03 5.43E+02 1.04E+03 1.33E+04T r anspor t ation moles of H+ eq 8.22E+03 1.69E+03 9.82E+03 5.75E+03 1.84E+03 3.42E+03 3.07E+04Total moles of H+ eq 1.22E+04 2.56E+03 1.47E+04 7.78E+03 2.38E+03 4.46E+03 4.41E+04Oper ating Ener g y A nnual moles of H+ eq 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 7.45E+04Total moles of H+ eq 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 3.72E+06Total 3.96E+05 1.59E+05 5.64E+05 9.06E+05 9.68E+05 3.28E+05 7.04E+06Life Cycle Stage ProcessEutrophication PotentialFoundations Columns & Beams Floors Interior Walls Exterior Walls Roofs Building TotalM anufact uri ng M ater ial k g N eq 2.45E+02 5.56E+02 8.27E+02 4.88E+02 3.59E+02 2.67E+02 2.74E+03T r anspor t ation k g N eq 2.13E+01 5.14E+00 2.72E+01 1.72E+01 6.13E+00 7.99E+00 8.50E+01Total k g N eq 2.66E+02 5.61E+02 8.54E+02 5.06E+02 3.65E+02 2.75E+02 2.83E+03C onst r uct ion Si t e Prepar ation k g N eqM ater ial k g N eq 9.09E+00 1.07E+00 3.04E+01 1.73E+01 4.67E+00 6.98E+00 6.95E+01T r anspor t ation k g N eq 1.84E+01 4.31E+00 2.48E+01 1.80E+01 1.13E+01 1.30E+01 8.99E+01Total k g N eq 2.75E+01 5.38E+00 5.51E+01 3.53E+01 1.60E+01 2.00E+01 1.59E+02M aint enance M ater ial k g N eq 0.00E+00 0.00E+00 0.00E+00 9.81E+01 1.94E+02 2.61E+01 3.18E+02T r anspor t ation k g N eq 0.00E+00 0.00E+00 0.00E+00 5.96E+00 8.36E+00 2.12E+00 1.64E+01Total k g N eq 0.00E+00 0.00E+00 0.00E+00 1.04E+02 2.02E+02 2.83E+01 3.35E+02E nd-of-Life M ater ial k g N eq 3.98E+00 8.70E-01 4.90E+00 2.03E+00 5.45E-01 1.04E+00 1.34E+01T r anspor t ation k g N eq 7.76E+00 1.60E+00 9.28E+00 5.43E+00 1.74E+00 3.23E+00 2.90E+01Total k g N eq 1.17E+01 2.47E+00 1.42E+01 7.47E+00 2.28E+00 4.28E+00 4.24E+01Oper ating Ener g y A nnual kg N eq 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 9.62E+00Total k g N eq 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 4.81E+02Total 3.05E+02 5.69E+02 9.24E+02 6.53E+02 5.86E+02 3.27E+02 3.84E+03Assembly GroupAssembly GroupLife Cycle Stage ProcessFossil Fuel ConsumptionFoundations Columns & Beams Floors Interior Walls Exterior Walls Roofs Building TotalM anufact uri ng M ater ial M J 6.45E+06 7.20E+06 1.38E+07 1.19E+07 1.08E+07 1.35E+07 6.36E+07T r anspor t ation M J 8.84E+05 1.97E+05 1.12E+06 7.04E+05 2.52E+05 3.31E+05 3.49E+06Total M J 7.33E+06 7.40E+06 1.49E+07 1.26E+07 1.10E+07 1.38E+07 6.71E+07C onst r uct ion Si t e Prepar ation M JM ater ial M J 3.42E+05 2.22E+05 1.05E+06 4.75E+05 1.28E+05 2.23E+05 2.44E+06T r anspor t ation M J 7.17E+05 1.71E+05 9.82E+05 7.12E+05 4.51E+05 5.16E+05 3.55E+06Total M J 1.06E+06 3.94E+05 2.03E+06 1.19E+06 5.79E+05 7.39E+05 5.99E+06M aint enance M ater ial M J 0.00E+00 0.00E+00 0.00E+00 5.20E+06 8.13E+06 6.44E+06 1.98E+07T r anspor t ation M J 0.00E+00 0.00E+00 0.00E+00 2.32E+05 3.36E+05 8.38E+04 6.53E+05Total M J 0.00E+00 0.00E+00 0.00E+00 5.44E+06 8.47E+06 6.52E+06 2.04E+07E nd-of-Life M ater ial M J 1.10E+06 2.40E+05 1.35E+06 5.62E+05 1.50E+05 2.88E+05 3.69E+06T r anspor t ation M J 3.48E+05 7.18E+04 4.16E+05 2.44E+05 7.78E+04 1.45E+05 1.30E+06Total M J 1.45E+06 3.12E+05 1.77E+06 8.05E+05 2.28E+05 4.33E+05 4.99E+06Oper ating Ener g y A nnual MJ 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 3.15E+06Total M J 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 1.58E+08Total 9.84E+06 8.10E+06 1.87E+07 2.01E+07 2.03E+07 2.15E+07 2.56E+08Life Cycle Stage ProcessGlobal Warming PotentialFoundations Columns & Beams Floors Interior Walls Exterior Walls Roofs Building TotalM anufact uri ng M ater ial k g CO2 eq 9.91E+05 4.30E+05 1.41E+06 1.20E+06 1.01E+06 6.78E+05 5.72E+06T r anspor t ation k g CO2 eq 3.88E+04 1.30E+04 5.22E+04 3.74E+04 1.33E+04 1.68E+04 1.71E+05Total k g CO2 eq 1.03E+06 4.43E+05 1.46E+06 1.24E+06 1.02E+06 6.95E+05 5.89E+06C onst r uct ion Si t e Prepar ation k g CO2 eqM ater ial k g CO2 eq 2.31E+04 1.63E+04 7.09E+04 3.45E+04 9.29E+03 1.62E+04 1.70E+05T r anspor t ation k g CO2 eq 5.48E+04 1.16E+04 6.72E+04 5.01E+04 3.04E+04 3.58E+04 2.50E+05Total k g CO2 eq 7.79E+04 2.79E+04 1.38E+05 8.46E+04 3.97E+04 5.20E+04 4.20E+05M aint enance M ater ial k g CO2 eq 0.00E+00 0.00E+00 0.00E+00 4.36E+05 5.98E+05 1.40E+05 1.17E+06T r anspor t ation k g CO2 eq 0.00E+00 0.00E+00 0.00E+00 1.72E+04 2.05E+04 5.96E+03 4.37E+04Total k g CO2 eq 0.00E+00 0.00E+00 0.00E+00 4.53E+05 6.19E+05 1.46E+05 1.22E+06E nd-of-Life M ater ial k g CO2 eq 7.39E+04 1.61E+04 9.09E+04 3.77E+04 1.01E+04 1.94E+04 2.48E+05T r anspor t ation k g CO2 eq 2.68E+04 5.52E+03 3.20E+04 1.87E+04 5.99E+03 1.11E+04 1.00E+05Total k g CO2 eq 1.01E+05 2.17E+04 1.23E+05 5.65E+04 1.61E+04 3.05E+04 3.48E+05Oper ating Ener g y A nnual kg CO2 eq 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 1.83E+05Total k g CO2 eq 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 9.16E+06Total 1.21E+06 4.92E+05 1.72E+06 1.84E+06 1.69E+06 9.23E+05 1.70E+07Assembly GroupAssembly GroupLife Cycle Stage ProcessHuman Health Respiratory EffectsFoundations Columns & Beams Floors Interior Walls Exterior Walls Roofs Building TotalM anufact uri ng M ater ial k g PM10 eq 4.81E+03 1.22E+03 5.89E+03 9.47E+03 1.57E+04 3.08E+03 4.02E+04T r anspor t ation k g PM10 eq 2.56E+01 6.15E+00 3.27E+01 2.07E+01 7.37E+00 9.60E+00 1.02E+02Total k g PM10 eq 4.84E+03 1.23E+03 5.92E+03 9.49E+03 1.57E+04 3.09E+03 4.03E+04C onst r uct ion Si t e Prepar ation k g PM10 eqM ater ial k g PM10 eq 5.44E+00 1.12E+01 2.20E+01 1.11E+01 2.99E+00 5.25E+00 5.79E+01T r anspor t ation k g PM10 eq 2.20E+01 5.16E+00 2.96E+01 2.16E+01 1.36E+01 1.56E+01 1.07E+02Total k g PM10 eq 2.74E+01 1.64E+01 5.16E+01 3.26E+01 1.66E+01 2.08E+01 1.65E+02M aint enance M ater ial k g PM10 eq 0.00E+00 0.00E+00 0.00E+00 8.85E+03 8.72E+03 1.39E+03 1.90E+04T r anspor t ation k g PM10 eq 0.00E+00 0.00E+00 0.00E+00 7.12E+00 1.00E+01 2.54E+00 1.97E+01Total k g PM10 eq 0.00E+00 0.00E+00 0.00E+00 8.86E+03 8.73E+03 1.40E+03 1.90E+04E nd-of-Life M ater ial k g PM10 eq 5.33E+01 1.16E+01 6.55E+01 2.72E+01 7.28E+00 1.40E+01 1.79E+02T r anspor t ation k g PM10 eq 1.07E+01 2.20E+00 1.28E+01 7.47E+00 2.39E+00 4.44E+00 3.99E+01Total k g PM10 eq 6.39E+01 1.38E+01 7.82E+01 3.47E+01 9.66E+00 1.84E+01 2.19E+02Oper ating Ener g y A nnual kg PM10 eq 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 2.60E+02Total k g PM10 eq 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 1.30E+04Total 4.93E+03 1.26E+03 6.05E+03 1.84E+04 2.45E+04 4.53E+03 7.26E+04Life Cycle Stage ProcessOzone Depletion PotentialFoundations Columns & Beams Floors Interior Walls Exterior Walls Roofs Building TotalM anufact uri ng M ater ial k g CFC-11 eq 5.78E-03 1.25E-03 6.71E-03 5.18E-03 8.49E-03 6.10E-03 3.35E-02T r anspor t ation k g CFC-11 eq 1.61E-06 5.25E-07 2.15E-06 1.53E-06 5.42E-07 6.87E-07 7.04E-06Total k g CFC-11 eq 5.78E-03 1.25E-03 6.71E-03 5.18E-03 8.49E-03 6.10E-03 3.35E-02C onst r uct ion Si t e Prepar ation k g CFC-11 eqMater ial k g CFC-11 eq 0.00E+00 6.37E-07 2.42E-07 1.26E-09 1.15E-09 4.37E-08 9.24E-07T r anspor t ation k g CFC-11 eq 2.18E-06 4.63E-07 2.68E-06 2.00E-06 1.21E-06 1.43E-06 9.97E-06Total k g CFC-11 eq 2.18E-06 1.10E-06 2.93E-06 2.00E-06 1.22E-06 1.47E-06 1.09E-05M aint enance M ater ial k g CFC-11 eq 0.00E+00 0.00E+00 0.00E+00 2.02E-03 5.93E-03 4.01E-04 8.35E-03T r anspor t ation k g CFC-11 eq 0.00E+00 0.00E+00 0.00E+00 6.86E-07 8.23E-07 2.38E-07 1.75E-06Total k g CFC-11 eq 0.00E+00 0.00E+00 0.00E+00 2.03E-03 5.93E-03 4.01E-04 8.35E-03E nd-of-Life M ater ial k g CFC-11 eq 3.23E-06 7.05E-07 3.97E-06 1.65E-06 4.41E-07 8.46E-07 1.08E-05T r anspor t ation k g CFC-11 eq 1.07E-06 2.20E-07 1.28E-06 7.47E-07 2.39E-07 4.44E-07 3.99E-06Total k g CFC-11 eq 4.30E-06 9.25E-07 5.25E-06 2.40E-06 6.80E-07 1.29E-06 1.48E-05Oper ating Ener g y A nnual kg CFC-11 eq 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 1.45E-07Total k g CFC-11 eq 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 7.23E-06Total 5.79E-03 1.25E-03 6.72E-03 7.21E-03 1.44E-02 6.51E-03 4.19E-02Assembly GroupAssembly GroupLife Cycle Stage Process Smog Potential Foundations Columns & Beams Floors Interior Walls Exterior Walls Roofs Building TotalM anufact uri ng M ater ial k g 03 eq 1.20E+05 3.38E+04 1.46E+05 1.09E+05 1.17E+05 4.63E+04 5.71E+05T r anspor t ation k g 03 eq 1.10E+04 2.57E+03 1.40E+04 8.75E+03 3.12E+03 4.08E+03 4.35E+04Total k g 03 eq 1.31E+05 3.63E+04 1.60E+05 1.18E+05 1.20E+05 5.04E+04 6.15E+05C onst r uct ion Si t e Prepar ation k g 03 eqM ater ial k g 03 eq 5.32E+03 2.28E+02 1.72E+04 9.86E+03 2.66E+03 3.95E+03 3.92E+04T r anspor t ation k g 03 eq 9.00E+03 2.14E+03 1.23E+04 8.90E+03 5.63E+03 6.45E+03 4.44E+04Total k g 03 eq 1.43E+04 2.37E+03 2.95E+04 1.88E+04 8.29E+03 1.04E+04 8.36E+04M aint enance M ater ial k g 03 eq 0.00E+00 0.00E+00 0.00E+00 4.04E+04 4.51E+04 6.56E+03 9.21E+04T r anspor t ation k g 03 eq 0.00E+00 0.00E+00 0.00E+00 2.93E+03 4.19E+03 1.05E+03 8.17E+03Total k g 03 eq 0.00E+00 0.00E+00 0.00E+00 4.34E+04 4.93E+04 7.61E+03 1.00E+05E nd-of-Life M ater ial k g 03 eq 3.86E+02 8.43E+01 4.75E+02 1.97E+02 5.28E+01 1.01E+02 1.30E+03T r anspor t ation k g 03 eq 4.37E+03 9.00E+02 5.22E+03 3.06E+03 9.76E+02 1.82E+03 1.63E+04Total k g 03 eq 4.75E+03 9.85E+02 5.69E+03 3.25E+03 1.03E+03 1.92E+03 1.76E+04Oper ating Ener g y A nnual kg 03 eq 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 8.82E+02Total k g 03 eq 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 4.41E+04Total 1.50E+05 3.97E+04 1.95E+05 1.83E+05 1.79E+05 7.03E+04 8.60E+05Assembly Group

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