- Trends and Drivers for Improved Building Enclosures & Whole Building Energy Efficiency
- New BCBC & VBBL Building & Energy Code Updates
- Effective R-values & Insulation Behaviour
- Highly Insulated Walls – Alternate Assemblies & New Cladding Attachment Strategies
- Highly Insulated Low-Slope Roofs – Insulation Strategies & New Research into Conventional Roofs
STRUCTURAL AND THERMAL ANALYSIS OF DISC BRAKE USING SOLIDWORKS AND ANSYSIAEME Publication
Braking system represents one of the most fundamental safety critical components in modern vehicles. Brake absorbs kinetic energy of the rotating parts (Wheels) and the energy is dissipated in the form of heat energy to the surrounding atmosphere. It decelerates or stops the vehicle. When brake is applied to the disc brake it is subjected to high stress, thus it may suffer structural and wear issues. Hence for the better performance, structural, stress and the thermal analysis is preferred to choose low stress material.
STRUCTURAL AND THERMAL ANALYSIS OF DISC BRAKE USING SOLIDWORKS AND ANSYSIAEME Publication
Braking system represents one of the most fundamental safety critical components in modern vehicles. Brake absorbs kinetic energy of the rotating parts (Wheels) and the energy is dissipated in the form of heat energy to the surrounding atmosphere. It decelerates or stops the vehicle. When brake is applied to the disc brake it is subjected to high stress, thus it may suffer structural and wear issues. Hence for the better performance, structural, stress and the thermal analysis is preferred to choose low stress material.
IDEA StatiCa Steel Connections v. 8.2 November 2017Jo Gijbels
Steel connection design Reinvented!
The first software in the world which can design and check all steel connections and joints. Clear pass/fail checks according to the code for welded and bolted connections, footing, and anchoring.
Businesses and governments will continue to focus on efficiency and quality improvements while at the same time remaining under pressure to reduce costs. Hence, automation developed to a very high level and the Internet has become a strategic requirement. The consequent business vulnerability must obviously be recognized and risk reduced. High availability level to the IT infrastructure is a primary requirement.
The necessity for constant availability of electrical power is well and broadly understood. The electrical contractor supplies the protective earthing facilities, another specialized company provides lightning protection, and the IT equipment manufacturer requires a functional earthing system. In the past, this resulted in the installation of three independent earthing systems. This multiple approach has proved to be the cause of certain types of operational problems and damage. The introduction of faster technologies and communication networks increased the number of problems; an alternative was urgently needed.
The Integrated Earthing System discussed in this paper is the result of extensive work by knowledge institutes and suppliers. This technology is meanwhile embedded in the related safety, lightning protection, and EMC standards, and its reliability has been field proven in many installations. The following pages explain the technical principles of this system and the abbreviations used.
The Integrated Earthing System (Earthing Grid) is the current state of the art solution and an indispensable part of critical IT operations.
New Acrovyn® 4000, wall protection for today’s environment.
After inventing modern Wall Protection 40 years ago and leading the industry ever since, we redesigned our entire line. New Acrovyn is the best looking, most environmentally friendly wall protection available.
DESIGN AND COMPARATIVE ANALYSIS OF OLD & NEW MODEL CAR WHEEL RIMS WITH VARIOU...Journal For Research
The car wheel is the most important thing for load carrying element material even vehicle static and running conditions. Also wheel is affected by steering control and suspension. So we should consider all load acting on the vehicle drives. In our project, design and comparative analysis of old & new model car Wheel Rims. Here our new model rim is BMW Rim, other one old model rim is normal rim like ix35 Hyundai car rim) for more effective analysis. This project is tested to the wheel according to the specification given by the industrial standards, threes kind of test is performed. Later this solid works model is imported to Ansys for analysis work. in the material using aluminium alloy and stainless steel their relative performances have been observed respectively. In addition to this rim is subjected to vibration analysis (modal analysis), a part of dynamic analysis is carried out its performance is observed
Building Enclosures For the Future - Building Tomorrows Buildings TodayGraham Finch
Presentation from the 2015 Buildex Conference in Vancouver BC. Covers a brief review of recent energy and building code changes in BC along with compliance tips followed by an in-depth discussion of various highly insulated wall and roof assemblies that can be built to meet the new requirements. Cladding attachment strategies through exterior insulation are covered in great detail.
This is a slideshow given at the Passive House Alliance Minneapolis- St. Paul chapter fall lecture series in October 2013. After a basic Passive House introduction it showcases the design process for Western Technical College's 24th St. Passive House project in La Crosse, WI
Presentation Outline:
- What are "Super-Insulated" buildings and what are the drivers?
- Thermal bridging- problems and solutions
- Designing of highly insulated walls - insulation placement & durability considerations
- Super-Insulated wood-frame building enclosure design guide
Participants will:
1. Learn about approaches to identifying, quantifying, and investigating IGU performance problems and how results needed can inform the investigation tools/processes used.
2. Learn about the unique design challenges with replacing structurally glazed IGUs and how those challenges were overcome.
3. Learn how quality assurance procedures can be used to deliver innovative products that meet performance expectations.
4. Learn about how building enclosure repair implementation can be as challenging as figuring out how to repair the damaged building enclosure component.
NBEC 2014 - Flow Exponent Values and Implications for Air Leakage TestingRDH Building Science
- Introduction to air leakage testing
- Relationship between flow and pressure
- Case study building
- Abnormal flow exponents
- Data extrapolation to operating pressures
- Conclusions/Implications
- Further study
IDEA StatiCa Steel Connections v. 8.2 November 2017Jo Gijbels
Steel connection design Reinvented!
The first software in the world which can design and check all steel connections and joints. Clear pass/fail checks according to the code for welded and bolted connections, footing, and anchoring.
Businesses and governments will continue to focus on efficiency and quality improvements while at the same time remaining under pressure to reduce costs. Hence, automation developed to a very high level and the Internet has become a strategic requirement. The consequent business vulnerability must obviously be recognized and risk reduced. High availability level to the IT infrastructure is a primary requirement.
The necessity for constant availability of electrical power is well and broadly understood. The electrical contractor supplies the protective earthing facilities, another specialized company provides lightning protection, and the IT equipment manufacturer requires a functional earthing system. In the past, this resulted in the installation of three independent earthing systems. This multiple approach has proved to be the cause of certain types of operational problems and damage. The introduction of faster technologies and communication networks increased the number of problems; an alternative was urgently needed.
The Integrated Earthing System discussed in this paper is the result of extensive work by knowledge institutes and suppliers. This technology is meanwhile embedded in the related safety, lightning protection, and EMC standards, and its reliability has been field proven in many installations. The following pages explain the technical principles of this system and the abbreviations used.
The Integrated Earthing System (Earthing Grid) is the current state of the art solution and an indispensable part of critical IT operations.
New Acrovyn® 4000, wall protection for today’s environment.
After inventing modern Wall Protection 40 years ago and leading the industry ever since, we redesigned our entire line. New Acrovyn is the best looking, most environmentally friendly wall protection available.
DESIGN AND COMPARATIVE ANALYSIS OF OLD & NEW MODEL CAR WHEEL RIMS WITH VARIOU...Journal For Research
The car wheel is the most important thing for load carrying element material even vehicle static and running conditions. Also wheel is affected by steering control and suspension. So we should consider all load acting on the vehicle drives. In our project, design and comparative analysis of old & new model car Wheel Rims. Here our new model rim is BMW Rim, other one old model rim is normal rim like ix35 Hyundai car rim) for more effective analysis. This project is tested to the wheel according to the specification given by the industrial standards, threes kind of test is performed. Later this solid works model is imported to Ansys for analysis work. in the material using aluminium alloy and stainless steel their relative performances have been observed respectively. In addition to this rim is subjected to vibration analysis (modal analysis), a part of dynamic analysis is carried out its performance is observed
Building Enclosures For the Future - Building Tomorrows Buildings TodayGraham Finch
Presentation from the 2015 Buildex Conference in Vancouver BC. Covers a brief review of recent energy and building code changes in BC along with compliance tips followed by an in-depth discussion of various highly insulated wall and roof assemblies that can be built to meet the new requirements. Cladding attachment strategies through exterior insulation are covered in great detail.
This is a slideshow given at the Passive House Alliance Minneapolis- St. Paul chapter fall lecture series in October 2013. After a basic Passive House introduction it showcases the design process for Western Technical College's 24th St. Passive House project in La Crosse, WI
Presentation Outline:
- What are "Super-Insulated" buildings and what are the drivers?
- Thermal bridging- problems and solutions
- Designing of highly insulated walls - insulation placement & durability considerations
- Super-Insulated wood-frame building enclosure design guide
Participants will:
1. Learn about approaches to identifying, quantifying, and investigating IGU performance problems and how results needed can inform the investigation tools/processes used.
2. Learn about the unique design challenges with replacing structurally glazed IGUs and how those challenges were overcome.
3. Learn how quality assurance procedures can be used to deliver innovative products that meet performance expectations.
4. Learn about how building enclosure repair implementation can be as challenging as figuring out how to repair the damaged building enclosure component.
NBEC 2014 - Flow Exponent Values and Implications for Air Leakage TestingRDH Building Science
- Introduction to air leakage testing
- Relationship between flow and pressure
- Case study building
- Abnormal flow exponents
- Data extrapolation to operating pressures
- Conclusions/Implications
- Further study
Current Issues with Ventilated Attics
Case Study of Repairs
Attic Roof Hut Research & Monitoring Study – Key Findings
Performance of Potential Solutions
Ongoing Research & Field Trials
Energy codes and standards require ever increasing thermal performance. This presentation looks at different ways to achieve higher insulation levels without compromising durability.
Presented at the BCBEC Building Smart with Safe and Durable Wall Assemblies Symposium Feb 2, 2017, by Lorne Ricketts.
Ever increasing thermal performance requirements for wood-frame walls have had a dramatic impact on how we build walls. To meet these targets, exterior insulation is becoming more and more common, and methods to support the cladding are required that are strong and rigid, yet do not create significant thermal bridging through the insulation. This presentation discusses the results of recent structural testing of various different arrangements on long fasteners through exterior insulation as a method of supporting cladding while limiting thermal bridging.
Moving Towards more Energy Efficient Wood-frame Building EnclosureRDH Building Science
In regards to newly stated implications of NBC section 9.36. The new building enclosure energy efficiency requirements under the NBC section 9.36 require increased emphasis on continuous insulation having higher effective R-values. It gives prescriptive airtightness requirements, minimum equipment efficiency in regards to HVAC duct sealing/insulation and domestic hot water.
Adoption and Compliance with Energy Codes - ASHRAE 90.1 and NECBRDH Building Science
Energy efficiency Requirements for Part 3 Buildings in BC. The measures of enforcement and compliance, with an overview and lessons learned regarding ASHRAE 90.1 as well as, the similarities and difference in the NECB 2011.
Passive House North 2013 Presentation on Thermal Bridges in Concrete Construction. Solutions to Address Energy Code Compliance, Thermal Comfort and Energy Savings
- Why care about concrete balconies and exposed slab edges?
- Impacts of uninsulated slab edges and balconies
- Comparison of alternate solutions
- Benefit of balcony thermal breaks
High Performance Walls - Solutions for Thermal BridgingGraham Finch
Presentation from Philadelphia and Baltimore BEC events on September 15, 2015 on High Performance Walls and Solutions to address thermal bridging with claddings. Available cladding attachment solutions including various clip systems are presented and compared
WoodWorks 2013 Vancouver - Energy-Efficient Building Enclosure Design Guideli...Graham Finch
Presentation from the 2013 Vancouver Woodworks Conference (October 29, 2013). Covers an overview of the considerations for energy-efficient wood frame building enclosures while outlining the content of a new guideline document published by FP Innovations "Guide for Designing Energy Efficiency Building Enclosures for Wood-Frame Multi-Unit Residential Buildings in Marine to Cold Climate Zones in North America"
2014 BCBC Envelope Compliance - ASHRAE 90.1 and NECBSophie Mercier
This presentation includes and overview of ASHRAE 90.1 2010 and NECB 2011 building envelope prescriptive requirements and trade off method, how to account for thermal bridging and the real R value of envelope assemblies.
Presented at the 2014 AIBC Shifting Perspectives Conference.
The definition of a "Super-Insulated" building, with a problem and solution based look at thermal bridging. The energy codes in the Pacific Northwest are some of the most stringent, but are also the best implemented in North America. Effective R-values are considered in the Energy codes and include the impacts of insulation installation and thermal bridges. A look into the other drivers behind Super-insulation such as comfort, passive design and mold-free enclosures.
- Background – Energy Use in Multi-Unit Residential Buildings
- Deep Energy Retrofit Case Study
- Measurement & Verification of Energy Savings
- Other Monitoring Results
Similar to Building Enclosures of the Future - Building Tomorrow's Buildings Today (20)
Achieving the Passive House criteria on a high-rise, concrete-framed building located in Vancouver, BC.
Presented at the 2017 NAPHN Conference and Expo by Eric Catania, M.Eng., BEMP, CPHD, LEED AP BD+C, PHI Accredited Passive House Certifier.
Impact of Heating and Cooling of Expanded Polystyrene and Wool Insulations on...RDH Building Science
The thermal expansion and contraction of insulation products within conventional roof assemblies has been identified as a potential performance concern in the roofing industry. This movement can create gaps between insulation boards, which can short-circuit the insulation with respect to heat flow, and in conventional roof assemblies where the insulation also provides the substrate for the roofing membrane, insulation movement can also adversely affect the durability and integrity of the membrane and roofing system. Problems with creasing and ridging of membranes have been observed in the field, along with stress concentrations and holes around fixed penetrations. In particular, field observations have indicated that shrinkage of expanded polystyrene (EPS) insulation products may put undue stress on the roof membranes and could potentially affect the durability of styrene-butadiene-styrene (SBS) roof membranes.
To investigate these industry concerns regarding the potential effect of dimensional movement of EPS insulation on the performance of SBS membranes, laboratory testing was performed on conventional roof specimens in a purpose-built climate chamber. The roof assemblies were cooled and heated to evaluate the amount of insulation movement, and to then observe the impact of these temperature cycles on the roof assembly. This portion of the investigation in to this issue focused on recreation of the observed field condition (e.g., wrinkled membrane), and direct comparison of the relative performance of different insulation types as a first step towards determining the cause of the observed in-service wrinkling.
Presented at the 15th Canadian Conference on Building Science and Technology.
Challenges Related to Measuring and Reporting Temperature-Dependent Apparent ...RDH Building Science
In North America, the apparent thermal conductivity (and R-value) of building insulation materials is commonly reported at a mean temperature of 24°C (75°F) and practitioners typically assume thermal properties remain constant over the range of temperatures that are experienced in building applications. Researchers have long known and acknowledged the fact that the thermal properties of most building insulation materials change with temperature. There has been little more than academic reason to measure and report this effect. However, interest in temperature-dependent thermal performance has grown with the introduction of new materials, increasing concerns regarding energy performance, and the development of tools transient energy, thermal, and hygrothermal simulation software packages (e.g. Energy Plus, HEAT2, WUFI etc.) that have capacity to account for temperature-dependence. Continue reading by clicking the Download link to the left.
Presented at the 15th Canadian Conference on Building Science and Technology.
Guideline for the Two-Dimensional Simulation of Spandrel Panel Thermal Perfor...RDH Building Science
While the approach to thermal simulation of vision glazing areas is well documented by groups such as the National Fenestration Rating Council (NFRC), the approach to simulate opaque spandrel panels is not similarly documented. Furthermore, spandrel assemblies are substantially different from conventional
opaque wall assemblies (i.e., concrete, steel stud, wood stud, etc.). To address this industry need, RDH in partnership with the Fenestration Association of BC (FENBC) and funding from BC Housing has developed a procedure to determine spandrel panel U-factors using common industry tools and familiar methods. The methodology includes consideration of various spandrel panel arrangements and builds off the existing NFRC 100 simulation methodology. The objective of this procedure is to document a reasonably accurate and practical approach to determine opaque spandrel area U-values with higher precision and uniformity. This allows for both the accurate representation of these systems with regards to code compliance and
energy modelling, as well as the fair comparison of competing products.
Presented at the 15th Canadian Conference on Building Science and Technology.
State of the Art Review of Unvented Sloped Wood-Framed Roofs in Cold ClimatesRDH Building Science
Typical residential house construction in North America has long had vented attics above living space with the insulation and air control layer at the ceiling plane of the living space. Except for documented wintertime condensation issues in cold climates, such vented attics generally perform quite well, provided that they are ventilated adequately and air leakage from the interior is prevented. However, architects and designers are moving away from empty attics by using the attic space as conditioned storage or bonus rooms, or by designing larger interior volumes with cathedral ceilings. The practical challenges of ventilating cathedralized attics and cathedral ceilings have been significant, both because of increased geometrical complexity and because of the number of penetrations typically required for services.
Spray foam has been used successfully in tens of thousands of unvented roof assemblies throughout North America but some concerns remain in the building industry that these assemblies are inferior to ventilated roof assemblies. The National Building Code of Canada, in particular, makes it difficult for designers to use unvented roof assemblies, even using designs that are approved in similar building codes in the United States and have been proven to be durable, high-performing options. Over the past decade, the authors have been directly involved with studies of both 0.5 pcf (8 kg/m3) open cell spray foam, and 2.0 pcf (32 kg/m3) closed cell spray foam in unvented roof assemblies in various climates with continuous monitoring of temperature and moisture conditions. This paper provides a literature review of research that has been conducted on wood-framed sloped unvented roof assemblies, but will focus on results from a field monitoring study of sloped unvented wood roofs in partnership with the University of Waterloo, as well as a field survey that opened roofs and removed samples from aged unvented roof assemblies.
Presented at the 15th Canadian Conference on Building Science and Technology.
Solutions to Address Osmosis and the Blistering of Liquid-Applied Waterproofi...RDH Building Science
Waterproofing membranes are widely used in the building industry as a barrier for water entry into a building enclosure. Over the past two decades, waterproofing system failure due to osmotic blistering has occurred in some protected membrane/inverted roofing assemblies. Not all waterproofing membrane assemblies are at risk for this process and the authors have developed a test protocol to establish the relative risk level of waterproofing membranes to osmosis. Using this protocol, the osmotic flow rate of SBS, hot rubberized asphalt, PMMA, EPDM, TPO, HDPE, polyurea, asphalt emulsion, asphalt-modified polyurethane, and various other 2-component cold applied membranes was measured to determine a threshold osmotic flow rate for low risk waterproofing membrane systems.
In this research, a wide range of osmotic flow rates were obtained for the various membrane types. Most asphalt-modified polyurethane membranes consistently exhibit osmotic flow rates significantly higher than the low-risk threshold of ~0.0 g/m²/day (typically 1.4 to over 20 g/m²/day) after data corrections, which results in osmotic blistering and premature membrane failures. Some polyurea and asphalt emulsion membranes have flow rates above 2.0 g/m²/day with unknown long-term performance, while most other membranes that were tested have flow rates around 0.0 g/m²/day after data corrections from control samples. To reduce the potential for osmotic blistering over concrete, it is recommended that waterproofing membranes used in inverted roofing assemblies should have an osmotic flow rate near 0.0 g/m²/day when tested using the methodology herein, an inverted wet cup vapour permeance less than that of the substrate (i.e. <0.1 US Perms on a concrete substrate), and minimal long-term water absorption.
Presented at the 15th Canadian Conference on Building Science and Technology.
Improvements in building efficiency can significantly reduce carbon emissions and are an intrinsic component in greenhouse gas reduction targets. The Passive House concept provides a framework for high-performance building that is growing in popularity in Canada, and particularly in the Pacific Northwest. The Passive House standard requires its buildings to achieve specific performance values for heating energy use intensity, total energy use intensity, spatial temperature variation, heat recovery ventilation performance and air leakage rate. The promised co-benefits of Passive Houses include superior thermal comfort and indoor air quality.
Passive House design is not prescriptive and can incorporate many different design aspects. The wall assembly is no exception. This paper evaluates the hygrothermal performance of a deep-stud wall assembly of a Passive House in Victoria, BC, with regards to moisture durability. The concern with deep or doublestud wall assemblies is the combined effects of reduced drying with wall configurations that place moisture sensitive materials in riskier locations. Consequently, enclosure monitoring was undertaken in an occupied six-plex over the period of one year.
The enclosure monitoring sensor packages were installed in strategic locations in the wall assembly to monitor the conditions of the assembly. The assemblies were evaluated based on the results of an empirical mold risk index. The wall assembly appears to perform acceptably, with minor concerns of mold growth on the North wall. Air leakage is a significant concern for cavity insulated walls, but the airtightness requirements of Passive house minimize this risk.
Presented at the 15th Canadian Conference on Building Science and Technology.
Using long screws directly through an exterior insulation layer to provide cladding attachment without the use of clips or girts has been shown to be a thermally and structurally efficient solution for more energy efficient wood-frame buildings. However, there is still significant scepticism regarding supporting cladding with only screws when using thicker exterior insulation (>38 mm or >1-1/2″), supporting heavy claddings (>48.8 kg/m² or >10 psf, e.g., stucco, stone veneer), or in particular, using exterior mineral wool insulation, which is perceived as insufficiently rigid in comparison to competing foam plastic insulations such as extruded polystyrene insulation (XPS).
Various studies have been conducted to address this gap in industry knowledge and familiarity to help promote adoption of this cladding attachment method. To build on this existing research, which focused on evaluation of screw bending and potential formation of a truss (created by the screw and compression of the insulation), this study focuses on the impact of the compressive strength of the insulation, large thicknesses of insulation (~305 mm or ~12″), and fastener embedment depth (framing member vs. sheathing only) on the structural performance of these systems. The impact of these parameters was evaluated in a laboratory condition using a custom-built apparatus to mechanically imitate cladding (gravity) load in an isolation from other factors such as various other forces building is subject to. The test specimens were selected so that the impact of these parameter can be evaluated by cross comparison. This study found that when 8.0 mm (5/16″) fasteners, fully embedded in to the structural framing, were subjected to common cladding load (9.1 kg or 25 lb per fastener) the deflection observed was typically less than 0.64 mm (0.025″), which is likely insignificant considering potential moisture shrinkage that could be anticipated in a typical one-storey wood-frame construction (10 mm or 3/8″).
Presented at the 15th Canadian Conference on Building Science and Technology.
Interest in taller wood buildings utilizing cross laminated timber (CLT), nail laminated timber (NLT), and structural glued laminated timber (glulam) is growing rapidly in Canada and the United States. On the west coast, recently completed projects including the 97 foot tall, 6-story Wood Innovation and Design Center (WIDC) in Prince George, BC, the 180 foot tall, 18-story UBC Brock Commons Tallwood House in Vancouver, BC, and the upcoming 12-story Framework project in Portland, OR, have captured the attention of the international construction industry. Several other taller wood buildings are on the horizon and feasibility studies are currently being performed for mass timber buildings over 30 stories in height. Tall wood buildings have been a reality in Europe longer than North America, and there is much to learn from the European experience. However, conditions unique to the North American construction industry create many challenges for the design team in demonstrating the safety, durability, and economics of these buildings, all while forming public perception of wood at taller heights.
Presented at the 15th Canadian Conference on Building Science and Technology.
Moisture Buffering and Ventilation Strategies to Control Indoor Humidity in a...RDH Building Science
Control of the indoor humidity in a marine climate is a challenge, especially under operating conditions where high indoor humidity is a norm. Outdated mechanical equipment, inefficient ventilation design, and occupants’ life styles are some of the contributing factors to high indoor humidity. In this field experimental study, the moisture buffering potential of unfinished drywall in reducing daily indoor humidity peaks, coupled with various ventilation strategies are investigated. Two identical test buildings exposed to real climatic conditions in Burnaby, BC are monitored under varying ventilation rates and schemes.
The interior of the test building is clad with unfinished drywall, while the control building is covered with polyethylene, which has negligible moisture buffering. In this way, the moisture buffering potential of drywall under four test cases is isolated. Under the test cases, the indoor air quality in terms of CO2 concentration, and ventilation heat loss of the two buildings are also evaluated.
The results show that the moisture buffering potential of drywall effectively regulates indoor humidity peaks, and maintains relative humidity levels within acceptable thresholds, when coupled with adequate ventilation as recommended by ASHRAE. When coupled with time-controlled and demand-controlled ventilation schemes, the moisture buffering effect of drywall shows competing benefits.
Presented at the 15th Canadian Conference on Building Science and Technology
Energy and Indoor Air Quality Impacts of DOAS Retrofits in Small Commercial B...RDH Building Science
Heating, ventilating and air-conditioning (HVAC) typically accounts for 30% to 50% of commercial building energy use. Small commercial buildings often use oversized and inefficient rooftop air handling units (RTUs) to provide both air conditioning and ventilation. A conversion strategy to reduce energy
consumption is the installation of a very high efficiency dedicated outdoor air system (DOAS) to provide ventilation with a separate heat pump system to provide heating and cooling. Decoupling the heating and cooling from ventilation allows for improved energy efficiency and control of space conditions. Upgrades to mechanical systems can also improve the indoor air quality (IAQ) and comfort through control of carbon dioxide (CO2) concentrations, dry bulb temperature, and relative humidity (RH).
A pilot study of eight buildings was conducted to investigate the potential benefits of replacing existing RTUs with high efficiency heat recovery ventilators (HRVs) and air source heat pumps in the Pacific Northwest. This report contains results for a subset of seven buildings for which data is available. The
building energy use before and after the conversion was determined using utility data, energy modeling and monitoring. Indoor environmental conditions were measured at hourly intervals for up to one year postconversion using CO2, temperature, and RH sensors. The data was analyzed to determine changes in energy use and IAQ before and after the conversion.
This paper presents the pilot building results pre- and post-conversion. While several factors need to be in place to ensure optimal performance and cost effectiveness, the pilot shows that replacing RTUs with DOAS systems in existing commercial buildings can both reduce energy use as well as improve indoor environmental conditions. This conversion type is viable for a wide variety of building types and scale-up of the retrofits has the potential to significantly improve a previously underserved segment of the building stock.
Presented by James Montgomery at the 15th Canadian Conference on Building Science and Technology.
Energy Consumption in Low-Rise Wood Frame Multi-Unit Residential BuildingsRDH Building Science
A study was performed to understand the energy consumption in low-rise wood-frame multi-unit residential buildings (MURBs) and townhouse buildings in south-west British Columbia. Low-rise MURBs are an important building type as they make up a growing proportion of housing stock in cities across North
America.
Through this study, energy data was collected from electricity and gas utilities for 20 low-rise buildings (four storeys and less) and three townhouse complexes. This data was calendarized and weather normalized to determine average annual and monthly energy consumption for analysis and comparison. Two buildings were chosen from the data set for detailed analysis, one low-rise (four-storey) and one townhouse complex. The buildings were selected based on characteristics typical of low-rise MURBs in south-west BC. The purpose of the detailed analysis was to assess opportunities to improve the energy efficiency and reduce carbon emissions in existing low-rise MURBs using whole building energy modelling.
This paper details the energy consumption trends observed through the data analysis, and the energy modelling results of the buildings chosen for detailed study. These results are also compared to results from a similar study which evaluated the energy use in mid- to high-rise non-combustible MURBs. The work presented here will improve our understanding of energy consumption in low-rise MURBs, and characterize opportunities for energy savings in these buildings.
Presented by Elyse Henderson at the 15th Canadian Conference on Building Science and Technology
Moisture Uptake Testing for CLT Floor Panels in a Tall Wood Building in Vanco...RDH Building Science
Presented by Rob Lepage at the 2017 Canadian Conference on Building Science and Technology.
Cross laminated timber (CLT) and mass timber construction is a promising structural technology that harnesses the advantageous structural properties of wood combined with renewability and carbon sequestering capacities not readily found in other major structural materials. However, as an organic material, mass timber is susceptible to biodeterioration, and when considered in conjunction with increased use of engineered wood materials, particularly in more extreme environments and exposures, it requires careful assessments to ensure long-term performance.
A promising approach towards reducing construction moisture in CLT and other mass timber assemblies is to protect the surfaces with a water-resistant coating. To assess this approach, a calibrated hygrothermal model was developed with small and large scale CLT samples, instrumented with moisture content sensors at different depths, and treated with different types of water resistant coatings exposed to the Vancouver climate. The models were further validated with additional moisture content sensors installed in a mock-up floor structure of an actual CLT building under construction. Biodeterioration studies assessing fungal colonization were undertaken using the modified VTT growth method and a Dose-Response model for decay potential.
The research indicates that CLT and mass timber is susceptible to dangerously high moisture contents, particularly when exposed to liquid water in horizontal applications. However, a non-porous, vapour impermeable coating, when applied on dry CLT, appears to significantly reduce the moisture load and effectively eliminate the risk of biodeterioration. This work strongly suggests that future use of CLT consider applications of a protective water-resistant coating at the manufacturing plant to resist construction moisture. The fungal study also highlights the need for a limit state design for biodeterioration to countenance variance between predicted and observed conditions.
Christy Love, EIT LEED AP BD+C, is a Senior Project Engineer at RDH Building Science. This presentation was given at the 2016 Passive House Northwest Conference.
The North Park Passive House, a 6-unit strata project located in Victoria BC, was occupied in September 2015. It is the first market strata-title certified Passive House development in Canada.
While well-established elsewhere, the potential benefits of Passive House and other low energy design approaches are not as well understood in Canada, and there are limited data on the actual performance of low energy residential buildings in various Canadian climates.
To address this gap, RDH, in partnership with the Canadian Mortgage and Housing Corporation, the Homeowner Protection Office of BC Housing, and FP Innovations, is undertaking detailed quantitative and qualitative performance measurement of the North Park Passive House. The intent of this research is to develop a comprehensive case study for a Passive House project in the coastal BC climate.
Learning Objectives:
- Understand the scope of the research and what we hope to learn from it.
- Understand preliminary results about how the building is performing in terms of comfort, air quality, and energy use, via measured data collected within select suites and qualitative interviews with occupants.
- Understand and interpret preliminary results of how the building enclosure is performing.
- Learn tips and share lessons learned about undertaking this type of research.
A deterioration model for establishing an optimal mix of time-based maintenance (TbM) and Condition-Based Maintenance (CbM) for the Enclosure System.
Participants will:
1. Learn the two types of asset deterioration models
2. Explore the correlations when the two deterioration models are overlaid
3. Identify six different phases in the maintenance of an asset
4. Identify further model development needs
Airflow in Mid to High-rise Multi-Unit Residential BuildingsRDH Building Science
Agenda
1. Understand typical ventilation practices for multi-unit residential buildings including corridor pressurization systems.
2. Understand performance issues associated with the ventilation of high-rise multi-unit residential buildings including the impacts of stack effect, wind, and airtightness.
3. Learn about how the theory of airflow relates well to what is
measured in-service, but that the well understood theory is not always taken into account in design.
NBEC 2014 - Airflow in Mid to High-rise Multi-Unit Residential BuildingsRDH Building Science
Introduction & Background
- Testing and Measurement Program
- Measured Ventilation Rates (PFT testing)
- Cause of Ventilation Rates
- Extension of Study Findings
- Conclusions & Recommendations
Cosmetic shop management system project report.pdfKamal Acharya
Buying new cosmetic products is difficult. It can even be scary for those who have sensitive skin and are prone to skin trouble. The information needed to alleviate this problem is on the back of each product, but it's thought to interpret those ingredient lists unless you have a background in chemistry.
Instead of buying and hoping for the best, we can use data science to help us predict which products may be good fits for us. It includes various function programs to do the above mentioned tasks.
Data file handling has been effectively used in the program.
The automated cosmetic shop management system should deal with the automation of general workflow and administration process of the shop. The main processes of the system focus on customer's request where the system is able to search the most appropriate products and deliver it to the customers. It should help the employees to quickly identify the list of cosmetic product that have reached the minimum quantity and also keep a track of expired date for each cosmetic product. It should help the employees to find the rack number in which the product is placed.It is also Faster and more efficient way.
Immunizing Image Classifiers Against Localized Adversary Attacksgerogepatton
This paper addresses the vulnerability of deep learning models, particularly convolutional neural networks
(CNN)s, to adversarial attacks and presents a proactive training technique designed to counter them. We
introduce a novel volumization algorithm, which transforms 2D images into 3D volumetric representations.
When combined with 3D convolution and deep curriculum learning optimization (CLO), itsignificantly improves
the immunity of models against localized universal attacks by up to 40%. We evaluate our proposed approach
using contemporary CNN architectures and the modified Canadian Institute for Advanced Research (CIFAR-10
and CIFAR-100) and ImageNet Large Scale Visual Recognition Challenge (ILSVRC12) datasets, showcasing
accuracy improvements over previous techniques. The results indicate that the combination of the volumetric
input and curriculum learning holds significant promise for mitigating adversarial attacks without necessitating
adversary training.
Courier management system project report.pdfKamal Acharya
It is now-a-days very important for the people to send or receive articles like imported furniture, electronic items, gifts, business goods and the like. People depend vastly on different transport systems which mostly use the manual way of receiving and delivering the articles. There is no way to track the articles till they are received and there is no way to let the customer know what happened in transit, once he booked some articles. In such a situation, we need a system which completely computerizes the cargo activities including time to time tracking of the articles sent. This need is fulfilled by Courier Management System software which is online software for the cargo management people that enables them to receive the goods from a source and send them to a required destination and track their status from time to time.
Welcome to WIPAC Monthly the magazine brought to you by the LinkedIn Group Water Industry Process Automation & Control.
In this month's edition, along with this month's industry news to celebrate the 13 years since the group was created we have articles including
A case study of the used of Advanced Process Control at the Wastewater Treatment works at Lleida in Spain
A look back on an article on smart wastewater networks in order to see how the industry has measured up in the interim around the adoption of Digital Transformation in the Water Industry.
Forklift Classes Overview by Intella PartsIntella Parts
Discover the different forklift classes and their specific applications. Learn how to choose the right forklift for your needs to ensure safety, efficiency, and compliance in your operations.
For more technical information, visit our website https://intellaparts.com
NO1 Uk best vashikaran specialist in delhi vashikaran baba near me online vas...Amil Baba Dawood bangali
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#vashikaranspecialist #astrologer #palmistry #amliyaat #taweez #manpasandshadi #horoscope #spiritual #lovelife #lovespell #marriagespell#aamilbabainpakistan #amilbabainkarachi #powerfullblackmagicspell #kalajadumantarspecialist #realamilbaba #AmilbabainPakistan #astrologerincanada #astrologerindubai #lovespellsmaster #kalajaduspecialist #lovespellsthatwork #aamilbabainlahore#blackmagicformarriage #aamilbaba #kalajadu #kalailam #taweez #wazifaexpert #jadumantar #vashikaranspecialist #astrologer #palmistry #amliyaat #taweez #manpasandshadi #horoscope #spiritual #lovelife #lovespell #marriagespell#aamilbabainpakistan #amilbabainkarachi #powerfullblackmagicspell #kalajadumantarspecialist #realamilbaba #AmilbabainPakistan #astrologerincanada #astrologerindubai #lovespellsmaster #kalajaduspecialist #lovespellsthatwork #aamilbabainlahore #blackmagicforlove #blackmagicformarriage #aamilbaba #kalajadu #kalailam #taweez #wazifaexpert #jadumantar #vashikaranspecialist #astrologer #palmistry #amliyaat #taweez #manpasandshadi #horoscope #spiritual #lovelife #lovespell #marriagespell#aamilbabainpakistan #amilbabainkarachi #powerfullblackmagicspell #kalajadumantarspecialist #realamilbaba #AmilbabainPakistan #astrologerincanada #astrologerindubai #lovespellsmaster #kalajaduspecialist #lovespellsthatwork #aamilbabainlahore #Amilbabainuk #amilbabainspain #amilbabaindubai #Amilbabainnorway #amilbabainkrachi #amilbabainlahore #amilbabaingujranwalan #amilbabainislamabad
Democratizing Fuzzing at Scale by Abhishek Aryaabh.arya
Presented at NUS: Fuzzing and Software Security Summer School 2024
This keynote talks about the democratization of fuzzing at scale, highlighting the collaboration between open source communities, academia, and industry to advance the field of fuzzing. It delves into the history of fuzzing, the development of scalable fuzzing platforms, and the empowerment of community-driven research. The talk will further discuss recent advancements leveraging AI/ML and offer insights into the future evolution of the fuzzing landscape.
Automobile Management System Project Report.pdfKamal Acharya
The proposed project is developed to manage the automobile in the automobile dealer company. The main module in this project is login, automobile management, customer management, sales, complaints and reports. The first module is the login. The automobile showroom owner should login to the project for usage. The username and password are verified and if it is correct, next form opens. If the username and password are not correct, it shows the error message.
When a customer search for a automobile, if the automobile is available, they will be taken to a page that shows the details of the automobile including automobile name, automobile ID, quantity, price etc. “Automobile Management System” is useful for maintaining automobiles, customers effectively and hence helps for establishing good relation between customer and automobile organization. It contains various customized modules for effectively maintaining automobiles and stock information accurately and safely.
When the automobile is sold to the customer, stock will be reduced automatically. When a new purchase is made, stock will be increased automatically. While selecting automobiles for sale, the proposed software will automatically check for total number of available stock of that particular item, if the total stock of that particular item is less than 5, software will notify the user to purchase the particular item.
Also when the user tries to sale items which are not in stock, the system will prompt the user that the stock is not enough. Customers of this system can search for a automobile; can purchase a automobile easily by selecting fast. On the other hand the stock of automobiles can be maintained perfectly by the automobile shop manager overcoming the drawbacks of existing system.
Building Enclosures of the Future - Building Tomorrow's Buildings Today
1. Building Enclosures for the Future –
Building Tomorrow’s Buildings Today
GRAHAM FINCH, MASC, P.ENG – RDH BUILDING ENGINEERING LTD.
BUILDEX VANCOUVER, FEBRUARY 25, 2015
2. Outline
à Trends and Drivers for Improved Building
Enclosures & Whole Building Energy Efficiency
à New BCBC & VBBL Building & Energy Code Updates
à Effective R-values & Insulation Behaviour
à Highly Insulated Walls – Alternate Assemblies &
New Cladding Attachment Strategies
à Highly Insulated Low-Slope Roofs – Insulation
Strategies & New Research into Conventional Roofs
4. The Building Enclosure
à The building enclosure separates
indoors from outdoors by
controlling:
à Water penetration
à Condensation
à Air flow
à Vapor diffusion (wetting & drying)
à Heat flow
à Light and solar radiation
à Noise, fire, and smoke
à While at the same time:
à Transferring structural loads
à Being durable and maintainable
à Being economical & constructible
à Looking good!
5. Industry Trends in Building Enclosure Designs
à Trend towards more efficiently insulated
building enclosures due to higher energy
code targets and uptake of passive design
strategies
à At a point where traditional wall/roof
designs are being replaced with new ones
à Seeing many new building materials,
enclosure assemblies and construction
techniques
à Greater attention paid to reducing thermal
bridging & use of effective R-values instead
of nominal insulation R-values
à Optimization of cladding attachments for
both structural and thermal performance
à More & more insulation is being used
6. Highly Insulated Building Enclosure Considerations
à Highly insulated building enclosures require
more careful design and detailing to ensure
durability
à More insulation = less heat flow to dry
out incidental moisture
à Amount, type & placement of insulation
materials matter for air, vapour and
moisture control
à Art of balancing material, cost, and
detailing considerations
à Well insulated buildings require balancing
thermal performance of all components &
airtightness
à No point super-insulating walls or roofs if
you have large thermal bridges - address
the weakest links first
7. Minimum Building & Energy Codes in BC
à BC Building Code (BCBC 2012 w/2014
addenda)
à Part 3 Buildings
› ASHRAE 90.1-2010 Reference Energy Standard
› NECB 2011 Reference Energy Code
à Part 9 Buildings
› New Part 9.36 Energy Efficiency Measures
à Vancouver Building Bylaw (VBBL 2014)
à Part 3 Buildings
› ASHRAE 90.1-2010 Reference Energy Standard
› NECB 2011 Reference Energy Code
à Part 9 Houses
› New Prescriptive Measures including R-22
effective insulated walls & U-0.25 windows
8. Sorting through the Confusion of BC Energy Codes
PART
9
RESIDENTIAL
BUILDINGS
3
STOREYS
OR
LESS
PRESCRIPTIVE
PATH
BUILDING
ENVELOPE
TRADE-‐OFF
PERFORMANCE
PATH
ENERGY
COST
BUDGET
METHOD
PRESCRIPTIVE
PATH
BCBC
2012
9.36.
VBBL
2014
9.25.
BUILDING
ENVELOPE
TRADE-‐OFF
VANCOUVER
ASHRAE
90.1-‐2010NECB
2011
ALL OTHER
PART
9
AND
PART
3
RESIDENTIAL
BUILDLINGS
BUILDING TYPE
9. Not to be Confused by the Climate Zones
ASHRAE 90.1-2010
Exception Vancouver
Climate Zone 5
NECB 2011 & BCBC Part 9.36
Vancouver Remains
Climate Zone 4
AHJs may also
choose/derive
their own
climate data
which may
shift city
climate zones
from BCBC or
ASHRAE
10. à All BC Codes now require
consideration of Effective R-values
à Nominal R-values are the rated
R-values of insulation materials
which do not include impacts of how
they are installed
à For example 5.5” R-20 batt insulation
or 2” R-10 rigid foam insulation
à Effective R-values are the actual
R-values of assemblies which
include for the impacts thermal
bridging through the insulation
à For example nominal R-20 batts
within 2x6 steel studs 16” o.c.
becoming ~R-9 effective, or in wood
studs ~R-15
Code Shift to Effective R-values
11. à Thermal Bridging occurs when a
conductive material (e.g. aluminum, steel,
concrete, wood etc.) provides a path for
heat to bypass or short-circuit the installed
insulation – reducing overall effectiveness
of the entire system
à Heat flow finds the path of least resistance
à A disproportionate amount of heat flow
occurs through thermal bridges even if
small in area
à Often adding more/thicker insulation to
assemblies doesn’t help much as a result
à Effective R-values account for the
additional heat loss due to thermal bridges
and represent actual heat flow through
enclosure assemblies and details
Understanding Thermal Bridging
12. à Examples of Thermal Bridges in Buildings:
à Wood framing or steel framing (studs, plates)
in insulated wall
à Conductive cladding attachments through
insulation (metal girts, clips, anchors, screws
etc.)
à Concrete slab edge (balcony, exposed slab
edge) through a wall
à Windows & installation details through
insulated walls
à Energy code compliance has historically
focused on assembly R-values – however
more importance is now being placed on
details and interfaces & included thermal
bridges
Understanding Thermal Bridging
13. New Things to Consider: Varying R-values
à Recent industry research has re-highlighted the fact that
the R-value of insulation is not always constant (or as
published)
à Renewed understanding of Aged R-values (Long-term
Thermal Resistance) & Temperature Dependant R-values
à Dimensional stability of rigid insulations another issue
14. Varying Insulation R-value with Temperature
2.0
2.5
3.0
3.5
4.0
4.5
5.0
5.5
6.0
6.5
7.0
-20 -10 0 10 20 30 40 50 60
R-valueperInchofInsulation
Mean Temperature of Insulation (°C)
Long-Term R-value per Inch for Various Samples of Insulation vs. Mean Temperature
XPS
EPS
Mineral/Glass Fiber
Batt Low
Mineral/Glass Fiber
Batt High
Mineral Fiber Rigid
Board
Cellulose
1/2 pcf ocSPF
2 pcf ccSPF
Polyiso
Typical R-value as would be
Published @ 24°C/75°F
Published data adapated
from BSL - Thermal
Metric Project & Other
Recent Research by BSL
& RDH - data may not
representative of all
insulation types
17. Resources to Help With New Part 9 Requirements
COV – Guide to R-22+ Effective
Walls in Wood-Frame Construction
BCBC – Illustrated Guides to New Part
9.36 Requirements (Climate Zones 4-8)
18. Resources to Help With New Part 3 Requirements
Guide to Design of Energy-Efficient
Building Enclosures
Building Enclosure Design Guide –
Currently Being Updated
New HPO Builder Insights –
ASHRAE/NECB – Available Soon!
19. From Code Minimum to Super Insulation
à In BC, minimum effective R-value targets in
energy codes are in range of:
à R-15 to R-30 effective for walls
à R-25 to R-50 effective for roofs
à R-2 to R-4 for windows
à Green or more energy efficient building
programs (i.e. Passive House), have more
aggressive R-value targets in range of:
à R-25 to R-50+ effective for walls
à R-40 to R-80+ effective for roofs
à R-5 to R-6+ for windows
à Plus other drivers – air-tight, thermal
comfort, passive design, mould-free
21. Where to Add More Insulation in Walls?
Stuff It?
Wrap It?
22. Getting to Super Insulation Levels in Walls
Base 2x6
Framed
Wall <R-16
Exterior Insulation
R-20 to R-60+
Deep
Stud,
Double
Stud,
SIPS
R-20 –
R-80+
Split Insulation
R-20 to R-60+
Interior Insulation
R-20 to R-30+
Issues: cladding attachment, thickness
Issues: thermal bridging, thickness, durability
Issues: thickness, durability, interior details
Issues: cladding attachment, material selection
23. Design Considerations for Super Insulated Walls
à Durability
à Material & Labour Cost
à Ease of Construction
à Wood vs Steel vs Concrete Backup
à Pre-fabrication vs Site-Built
à Thickness & Floor Area
à Air Barrier System & Detailing
à Insulation type(s)
à Water & Vapour control
à Environmental aspects/materials
à Cladding Attachment
à Combustibility
à and Others…
24. Deep Stud & Double Stud Wall Considerations
Double Stud TJI Stud
2x8 to 2x12 Deep
Stud w/ Interior
Service Wall
Double Stud w/
Interior Service
Wall
Double Stud w/ or w/o
interior service wall
Key design
considerations:
air barrier details,
vapour control,
overall thickness,
reducing
potential for
wetting
25. Interior Insulated Wall Considerations
2x6 w/ x-strapped 2x4s on
interior and filled with fibrous
or sprayfoam insulation
2x6 w/ interior
rigid foam insulation
2x6 wall w/ 2x4 X-framing
or rigid insulation at interior
Key design
considerations:
air & vapour
barrier selection,
interior services
details
26. Structurally Insulated Panels (SIPs) Considerations
SIPs Panel w/
EPS insulation
SIPs wall panel
SIPs wall panel w/
interior service wall
Key design
considerations:
detailing &
sealing of joints
& interfaces,
protection of
panels from
wetting
27. Exterior Insulated Wall Considerations
Fully exterior insulated 2x4
wall with rigid insulation
CLT wall panel with semi-
rigid exterior Insulation
2x4 frame wall with rigid
exterior insulation
Key design
considerations:
attachment of
cladding through
exterior
insulation, air
barrier/WRB
details
28. Split Insulated Wall Considerations
Semi-rigid or sprayfoam insulation
with intermittent thermally
improved cladding attachments
Larsen truss
over 2x4 wall
12” EPS over
2x4 wall
Key design
considerations:
type of exterior
insulation,
cladding
attachment
through exterior
insulation, air/
vapour barrier
placement
Split insulated 2x4 wall with rigid or
semi-rigid insulation
29. Cladding Attachment & Exterior Insulation
à Exterior insulation is only as good as
the cladding attachment strategy
à What attachment systems work best?
à What is and how to achieve true
continuous insulation (ci)
performance?
à What type of insulation?
30. Exterior Insulation & Cladding Attachment
Considerations
à Cladding weight & gravity loads
à Wind loads
à Seismic loads
à Back-up wall construction (wood, concrete, steel)
à Attachment from clip/girt back into structure (studs, sheathing,
or slab edge)
à Exterior insulation thickness
à Rigid vs semi-rigid insulation
à R-value target, tolerable thermal loss?
à Ease of attachment of cladding – returns, corners
à Combustibility requirements
48. Cladding Attachment: Clip & Rail, Non-Conductive
à Remove the metal –
maximize the
performance
~5-25% loss in R-value (spacing & fastener type dependant)
52. Cladding Attachment: Screws through Insulation
Longer cladding
Fasteners directly
through rigid
insulation (up to
2” for light
claddings)
Long screws through
vertical strapping and
rigid insulation creates
truss – short cladding
fasteners into vertical
strapping Rigid shear block type connection
through insulation, short cladding
fasteners into vertical strapping
56. In Other Areas of the World: Adhered EIFS
12” EPS insulation
boards (blocks?) R-54
57. Cladding Attachment: Masonry Ties & Shelf Angles
Continuous shelf angles
~50% R-value loss
Brick ties – 10-30% loss for
galvanized ties, 5-10% loss
for stainless steel
Shelf angle on stand-offs
only ~15% R-value loss
63. Getting to Super Insulation Levels in Low-Slope Roofs
Code Minimum
Insulated Roofs
Exterior Insulated+
(conventional or
inverted/PMR)
• Best durability but
most expensive
• Some challenges with
more layers of
insulation & detailing
• Simple design
Deeper Joist/Truss –
(vented or unvented)
Least durable but least
expensive
• Simple design
• Standard details with
deeper structure
Split Insulated
(unvented)
• Decent durability
• Moderate cost
• More complex
design
Conventional
Inverted/PMR
Vented
65. Considerations for Inverted/PMR Roofs
How to keep
insulation from
becoming
saturated below
pavers, ballast
or soil/green
roofs
66. Considerations for Conventional Insulated Roofs
-4” stone wool
-4” polyiso
-2-8” EPS
(R-50+)
8” of polyiso (R-44)
Unique drain connections/details
How much more insulation
can be added, what type(s)?
67. Conventional Roofing Research Study
à Ongoing field monitoring study being
performed in Lower Mainland over
past 2.5 years to:
à Quantify performance of different roof
membrane colors (reflective white,
neutral grey, & black) in combination
with different insulation strategies
(polyiso, stone wool, & hybrid)
à Better understand impacts of
insulation movement, membrane
soiling and moisture movement within
conventional roofs
68. Why We Did It?
à To resolve the great debate as
to selection of a dark vs a
light coloured roof membrane
in Lower Mainland of BC
à To understand how
reasonably long light coloured
roofs stay white
à To better understand
insulation movement & how it
impacts roofing durability
à To monitor the performance
of hybrid insulation
approaches & alternate
protection boards
Confused owner?
New 5 Years Old
69. What We Have Been Monitoring
Stone wool - R-21.4
(2.5” + 3.25”, adhered)
Weight: 26.7 kg/m2
Heat Capacity: 22.7 kJ/K/m2
Polyiso - R-21.5
(2.0” + 1.5”, adhered)
Weight: 4.6 kg/m2
Heat Capacity: 6.8 kJ/K/m2
Hybrid - R-21.3
(2.5” Stone wool over 2.0” Polyiso, adhered)
Weight 14.3 kg/m2, Heat Capacity – 13.7 kJ/K/m2
Design target: Each Assembly the same ~R-21.5 nominal
70. Where We Have Been Monitoring
à 9 unique roof test areas, each 40’ x 40’ and each behaving
independently
à Similar indoor conditions (room temperature) and building
use (warehouse storage)
Polyiso
Hybrid
Stone
wool
120’
120’
Grey
White
Black
Polyiso
Hybrid
Stonewool
71. How We Have Been Monitoring
à Temperature
à Heat Flux
à Relative Humidity
à Moisture Detection
à Displacement
à Solar Radiation
Heat Flux Relative Humidity &
Moisture Detection
Displacement
Temperature Solar Radiation
73. 32
50
68
86
104
122
140
158
176
194
0
10
20
30
40
50
60
70
80
90
May Jun Jul Aug Sept Oct Nov Dec Jan Feb Mar Apr
Temperature
[°F]
Temperature
[°C]
Monthly
Average
of
Daily
Maximum
Membrane
Temperatures
and
Maximum
Membrane
Temperature
for
Each
Month
by
Membrane
Colour
White Grey Black White
-‐
Maximum Grey
-‐
Maximum Black
-‐
Maximum
* *
*W-‐ISO-‐SW had
significant
data
loss
in
August
and
September
and
is
removed
from
the
average
for
those
months.
Colour – Impact on Surface Temperatures
à Increased temperatures affect:
à Membrane degradation/durability
à Heat/Energy Flow through assembly
75. Varying R-value of Field Study Roofs
14
15
16
17
18
19
20
21
22
23
24
10 20 30 40 50 60 70 80 90 100 110 120 130 140
Effective
Assembly
R-‐value
-‐IP
Units
Outdoor
Membrane
Surface
Temperature
(Indoor,
72°F)
Effective
Roof
Insulation
R-‐value
-‐ Based
on
Roof
Membrane
Temperature
Stone
Wool
(Initial
or
Aged)
Hybrid
(Initial
Average)
Hybrid
(Aged)
Polyiso
(Initial
Average)
Polyiso
(Aged)
Based on laboratory measurements of actual insulation samples removed from site (and 4 year old aged polyiso
from prior research study)
76. Insulation Impact on Peak & Lagging
Membrane & Metal Deck Temperatures
RoofMembraneMetalDeck
77. Heat Flow – Variation with Insulation Strategy
SENSOR CODING:
SW - stone wool, ISO – polyiso, ISO-SW - hybrid
-‐25
-‐20
-‐15
-‐10
-‐5
0
5
10
Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec
Heat
Flux
[W/m²]
Heat
Flux
Sensors
G-‐ISO
HF
G-‐ISO-‐SW
HF
G-‐SW
HF
78. Net Annual Impact of Insulation Strategy
0
100
200
300
400
500
600
-‐150
-‐100
-‐50
0
50
100
May Jun Jul Aug Sept Oct Nov Dec Jan Feb Mar Apr Annual
Degree
Days
[°C·∙days]
Daily
Energy
Transfer
[W·∙hr/m²
per
day]
Monthly
Average
Daily
Energy
Transfer
by
Insulation
Arrangement
ISO ISO-‐SW SW Heating
Degree
Days
(18°C)
OutwardHeat
FlowInwardHeat
Flow
Outward
HeatFlow
Inward
HeatFlow
79. Energy Consumption and Membrane/
Insulation Design
à Energy modeling performed for a
commercial retail building (ASHRAE
building prototype template) to compare
roof membrane colour & insulation strategy
à Included more realistic thermal performance of
insulation into energy models
à Stone wool: Lower R-value/inch
Higher heat capacity and mass
à Polyiso: Higher R-value/inch
(varies with temperature a lot)
Lower heat capacity
Lower mass
à Hybrid: Stone wool on top moderates
temperature extremes of polyiso –
makes polyiso perform better
80. Most Energy Efficient Roofing Combination?
0
20
40
60
80
100
120
1
-‐
Miami 2
-‐
Houston 3
-‐
San
Francisco 4
-‐
Baltimore 5
-‐
Vancouver 6
-‐
Burlington
VT 7
-‐
Duluth 8
-‐
Fairbanks
Annual
Heating
Energy,
kWh/m2
Climate
Zone
Black
-‐
Aged
Polyiso
Black
-‐
Stonewool
Black
-‐
Aged
Hybrid
White
-‐
Aged
Polyiso
White
-‐
Stonewool
White
-‐
Aged
Hybrid
0
20
40
60
80
100
120
1
-‐
Miami 2
-‐
Houston 3
-‐
San
Francisco 4
-‐
Baltimore 5
-‐
Vancouver 6
-‐
Burlington
VT 7
-‐
Duluth 8
-‐
Fairbanks
Annual
Cooling
Energy,
kWh/m2
Climate
Zone
Black
-‐
Aged
Polyiso
Black
-‐
Stonewool
Black
-‐
Aged
Hybrid
White
-‐
Aged
Polyiso
White
-‐
Stonewool
White
-‐
Aged
Hybrid
Commercial Retail Building Heating Energy – kWh/m2/yr
Commercial Retail Building Cooling Energy – kWh/m2/yr
81. Most Energy Efficient Roofing Combination?
Lighter membrane, stone
wool or hybrid is better for
same design R-value
Darker membrane, stone
wool or hybrid is better
for same design R-value
82. Conclusions & Ongoing Research
à Rated R-values of insulation do not tell the whole
story about actual heat flow through roofs (and
walls)
à Surface colour (solar absorptivity, long-wave
emissivity), insulation type, thermal mass, latent
energy transfer all impact this
à Durability & whole building energy consumption
impacts
à Monitoring of long term movement, aged R-values,
membrane degradation, moisture movement and
more ongoing