This slide deck was presented by Brittany Hanham at Passive House North Conference 2013.
Outline:
- North American and Passive House window rating systems
- Example simulation results
- What this means and things to be aware of
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.
structural glazing and curtain wall
MATERIAL USED
parts of structural glazing and curtain wall
history of glazing
glass description
case study according material
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.
structural glazing and curtain wall
MATERIAL USED
parts of structural glazing and curtain wall
history of glazing
glass description
case study according material
We are leading manufacturer, supplier and exporter of sandwich panels. Our sandwich panels are popularly used in industrial and office buildings, clean and cold rooms, commercial and residential buildings, warehouses, hospitals, shopping centers, sports buildings and many such establishments.
For more information - https://www.koreapuff.in/sandwich-panels.html
MODULAR ALUMINIUM PARTITION
MANUFACTURING PROCESS OF ALUMINIUM PARTITION
MATERIAL USED FOR ALUMINIUM PARTITION
FIXING DETAILES OF ALUMINIUM PARTITION
MARKET PRICES OF ALUMINIUM PARTIONS
TIMBER PARTITIONS
TYPES OF TIMBER PARTITIONS
MARKET PRICES OF IT
G.I. ROOFING SHEETS
TYPES, SIZES, COLOURS AVAILABLE
POLYCARBONATED SHEETS
TYPES, SIZES, COLOURS AVAILABLE,PRICES
structural glazing is term used to describe glass that is integral to the design of a building. It involves large glass panels, which usually bear some weight in the structure.
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 Simulation of High-Rise Residential Buildings: Lessons LearnedRDH Building Science
This presentation covers lessons learned from an energy study of over 60 architecturally representative mid to high rise multi-unit residential buildings (MURBS) in BC.
We are leading manufacturer, supplier and exporter of sandwich panels. Our sandwich panels are popularly used in industrial and office buildings, clean and cold rooms, commercial and residential buildings, warehouses, hospitals, shopping centers, sports buildings and many such establishments.
For more information - https://www.koreapuff.in/sandwich-panels.html
MODULAR ALUMINIUM PARTITION
MANUFACTURING PROCESS OF ALUMINIUM PARTITION
MATERIAL USED FOR ALUMINIUM PARTITION
FIXING DETAILES OF ALUMINIUM PARTITION
MARKET PRICES OF ALUMINIUM PARTIONS
TIMBER PARTITIONS
TYPES OF TIMBER PARTITIONS
MARKET PRICES OF IT
G.I. ROOFING SHEETS
TYPES, SIZES, COLOURS AVAILABLE
POLYCARBONATED SHEETS
TYPES, SIZES, COLOURS AVAILABLE,PRICES
structural glazing is term used to describe glass that is integral to the design of a building. It involves large glass panels, which usually bear some weight in the structure.
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 Simulation of High-Rise Residential Buildings: Lessons LearnedRDH Building Science
This presentation covers lessons learned from an energy study of over 60 architecturally representative mid to high rise multi-unit residential buildings (MURBS) in BC.
- Background – Energy Use in Multi-Unit Residential Buildings
- Deep Energy Retrofit Case Study
- Measurement & Verification of Energy Savings
- Other Monitoring Results
Airtightness of Large Buildings - Where We're At and Where We're GoingLorne Ricketts
Whole building airtightness performance and testing standards are gaining traction throughout North America with various jurisdictions now including them as part of the energy codes and standards. This presentation looks at the state of the industry with respect to airtightness based on a database of over 500 airtightness tests, and provides information on industry trends.
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.
Overview:
- Background
- Net Zero Building Enclosure Targets & Potential Savings
- Interior and Exterior Building Enclosure Retrofit Strategies
- Hygrothermal Considerations & Risk Assessment Evaluation Methodology
- Economics of Net Zero Building Enclosure Retrofits
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
Presentation Outline:
- Gravity support systems
- Design criteria and thermal performance requirements
- Canadian energy codes
- Nominal vs. Effective R-Values
- Thermal modeling and effective
- R-values
- Conclusions
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.
Vapour Permeable Air Barriers: Real World Evaluation - What Works, What Doesn...Lorne Ricketts
As insulation and airtightness requirements increase, vapour permeable liquid and self-adhesive air barrier membrane products are rapidly gaining traction in the North American marketplace. This presentation looks at real world testing of various types of these membranes and identifies potential strengths and weakness of these types of products.
Ventilation in Multi-Family Buildings - Summer Camp 2015Lorne Ricketts
Corridor pressurization based ventilation systems are often ineffective and inefficient. Find out why in this presentation given at the Nineteenth Annual Westford Symposium on Building Science (Summer Camp).
- 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
Presentation by Christian Kohler, Lawrence Berkeley National Laboratory
On Thursday June 11th, the Alliance to Save Energy hosted a webinar for Alliance Associates and others interested in opportunities for window energy efficiency. Moderated by the Alliance’s Vice President for Programs Jeff Harris, speakers representing research, industry and low-income weatherization highlighted options that can minimize window heat loss far beyond common practice. The focus was on high-end R-5 window technologies, but lower-cost products, such as low-E storm windows, and the specific needs of low-income weatherization programs were also discussed. The five presenters’ different perspectives converged in the message that there is a great need for more energy-efficient windows and that advanced technologies and their integration in incentive and weatherization programs can bring far greater savings within reach.
The thermal performance of the windows for The World Towers in Mumbai.
The window was modeled and simulations were performed in the software package by LBNL(Lawrence Berkeley National Laboratory), which contains Window7.0, Therm7.0 and Optics 6.0.
World One Towers, Mumbai.
Rising majestically above the city and the Arabian Sea, 117 storeys high, World One Towers stands as the tallest residential towers in the world unquestionably the country's most coveted address.
Passive House Exam Preparation (sample pages)André Harrmann
This slideshow contains a few questions which might come up in this form or another during the exam for Certified Passive House Designer (CPHD) or Certified Passive House Consultant (CPHC). See here if you want to learn more about the exam: www.passivhausplaner.eu
Website: https://www.customtintsolutions.com/cities/austin/
Custom Tint Solutions Window Film Austin.
This file is from Austin, Texas. It contains information about window tinting. All information and rights to the material are copyrighted by the company to whom it belongs to. Thank you for viewing. Custom Tint Solutions hopes you enjoy.
Similar to Window Standards Compared: NFRC, ISO and Passive House Ratings (20)
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.
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.
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.
Hybrid optimization of pumped hydro system and solar- Engr. Abdul-Azeez.pdffxintegritypublishin
Advancements in technology unveil a myriad of electrical and electronic breakthroughs geared towards efficiently harnessing limited resources to meet human energy demands. The optimization of hybrid solar PV panels and pumped hydro energy supply systems plays a pivotal role in utilizing natural resources effectively. This initiative not only benefits humanity but also fosters environmental sustainability. The study investigated the design optimization of these hybrid systems, focusing on understanding solar radiation patterns, identifying geographical influences on solar radiation, formulating a mathematical model for system optimization, and determining the optimal configuration of PV panels and pumped hydro storage. Through a comparative analysis approach and eight weeks of data collection, the study addressed key research questions related to solar radiation patterns and optimal system design. The findings highlighted regions with heightened solar radiation levels, showcasing substantial potential for power generation and emphasizing the system's efficiency. Optimizing system design significantly boosted power generation, promoted renewable energy utilization, and enhanced energy storage capacity. The study underscored the benefits of optimizing hybrid solar PV panels and pumped hydro energy supply systems for sustainable energy usage. Optimizing the design of solar PV panels and pumped hydro energy supply systems as examined across diverse climatic conditions in a developing country, not only enhances power generation but also improves the integration of renewable energy sources and boosts energy storage capacities, particularly beneficial for less economically prosperous regions. Additionally, the study provides valuable insights for advancing energy research in economically viable areas. Recommendations included conducting site-specific assessments, utilizing advanced modeling tools, implementing regular maintenance protocols, and enhancing communication among system components.
Hierarchical Digital Twin of a Naval Power SystemKerry Sado
A hierarchical digital twin of a Naval DC power system has been developed and experimentally verified. Similar to other state-of-the-art digital twins, this technology creates a digital replica of the physical system executed in real-time or faster, which can modify hardware controls. However, its advantage stems from distributing computational efforts by utilizing a hierarchical structure composed of lower-level digital twin blocks and a higher-level system digital twin. Each digital twin block is associated with a physical subsystem of the hardware and communicates with a singular system digital twin, which creates a system-level response. By extracting information from each level of the hierarchy, power system controls of the hardware were reconfigured autonomously. This hierarchical digital twin development offers several advantages over other digital twins, particularly in the field of naval power systems. The hierarchical structure allows for greater computational efficiency and scalability while the ability to autonomously reconfigure hardware controls offers increased flexibility and responsiveness. The hierarchical decomposition and models utilized were well aligned with the physical twin, as indicated by the maximum deviations between the developed digital twin hierarchy and the hardware.
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.
Sachpazis:Terzaghi Bearing Capacity Estimation in simple terms with Calculati...Dr.Costas Sachpazis
Terzaghi's soil bearing capacity theory, developed by Karl Terzaghi, is a fundamental principle in geotechnical engineering used to determine the bearing capacity of shallow foundations. This theory provides a method to calculate the ultimate bearing capacity of soil, which is the maximum load per unit area that the soil can support without undergoing shear failure. The Calculation HTML Code included.
HEAP SORT ILLUSTRATED WITH HEAPIFY, BUILD HEAP FOR DYNAMIC ARRAYS.
Heap sort is a comparison-based sorting technique based on Binary Heap data structure. It is similar to the selection sort where we first find the minimum element and place the minimum element at the beginning. Repeat the same process for the remaining elements.
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
Overview of the fundamental roles in Hydropower generation and the components involved in wider Electrical Engineering.
This paper presents the design and construction of hydroelectric dams from the hydrologist’s survey of the valley before construction, all aspects and involved disciplines, fluid dynamics, structural engineering, generation and mains frequency regulation to the very transmission of power through the network in the United Kingdom.
Author: Robbie Edward Sayers
Collaborators and co editors: Charlie Sims and Connor Healey.
(C) 2024 Robbie E. Sayers
CW RADAR, FMCW RADAR, FMCW ALTIMETER, AND THEIR PARAMETERSveerababupersonal22
It consists of cw radar and fmcw radar ,range measurement,if amplifier and fmcw altimeterThe CW radar operates using continuous wave transmission, while the FMCW radar employs frequency-modulated continuous wave technology. Range measurement is a crucial aspect of radar systems, providing information about the distance to a target. The IF amplifier plays a key role in signal processing, amplifying intermediate frequency signals for further analysis. The FMCW altimeter utilizes frequency-modulated continuous wave technology to accurately measure altitude above a reference point.
CW RADAR, FMCW RADAR, FMCW ALTIMETER, AND THEIR PARAMETERS
Window Standards Compared: NFRC, ISO and Passive House Ratings
1. Window Standards Compared:
NFRC, ISO and Passive House Ratings
Brittany Hanam M.A.Sc., P.Eng.
September 27, 2013
2. Outline
North American and Passive
House window rating
systems
Example simulation results
What this means and things
to be aware of
3. Passive House Windows
High performance windows form an
integral part of the strategy to achieve
whole building energy targets
High solar heat gain to offset heating
energy
Low U-value to reduce heat loss to a
point where window becomes a net gain
High performance windows provide
high interior surface temperatures for
thermal comfort & prevent
condensation or surface mold growth
4. Requirements for Passive House Windows
Component certification vs. building certification
PHI offers component certification for windows
But – windows do not need to be certified by PHI to be
used in a Passive House certified building
Passive House building
requirements for windows:
U-value < 0.80 W/m2-K (for comfort)
Solar heat gain > 0.50
recommended
Other requirements for thermal
comfort, hygiene (temperature
factor)
Overall building energy targets and
other requirements
Compliance determined via PHPP
5. Requirements for Passive House Windows
Passive House component
certification criteria for
windows
Climate specific requirements
Performance levels or
“Efficiency Classes” from A+ to
D
7. Passive House Windows – Component Certification
Criteria
E.g. Cool-temperate climate (includes Vancouver,
Montreal, Germany)
Ug ≤ 0.75
UW ≤ 0.80
UW,installed ≤ 0.85
8. North American Window Products
What are some of the best performing windows
available from North American manufacturers?
From the ENERGY STAR Canada product database:
326 of 583,120 listings have U ≤ 0.8; triples have surface 6
low-e coating and/or Krypton gas fill, or quad glazing
Of these listings, highest SHGC is 0.33
≤ 0.8
0%
0.8 to 1.0
1% 1.0 to 1.4
10%
How are European manufacturers
achieving low U-values with triple
glazing, argon gas fill?
1.4 to 2.0
89%
9. Window Rating Standards
North America: National Fenestration Rating
Council (NFRC)
Canada: CSA A440.2 harmonized with NFRC
NFRC 100 for U-value, NFRC 200 for SHGC
Europe: International Organization for
Standardization (ISO)
ISO 10077-1 and 10077-2 for frame and whole
window U-value
EN 673 for glazing U-value
EN 410 for glazing solar heat gain (g-value)
Passive House
ISO standards with some modifications
10. Key Differences Between Window Rating Standards
Boundary conditions
(temperatures & air film
resistances)
Standard size of window
Method of accounting for edge of
glass effects
Calculation methodologies
(algorithms) for glazing unit
airspace, frame U-value
SHGC (g-factor) for whole
window or centre of glass
Treatment of sloped glazing
11. U-Value Solar Heat Gain
Exterior
Temperature
Interior
Temperatur
e
Exterior
Temperatur
e
Interior
Temperature
Solar
Radiation
NFRC -18oC 21oC 32oC 24oC 783 W/m2
ISO 0oC 20oC 30oC 25oC 500 W/m2
Passiv
e
House
Frame: -
10oC
Glazing:
20oC to -7oC
20oC 30oC
(ISO)
25oC
(ISO)
500 W/m2
(ISO)
Key Differences: Boundary Conditions
Different exterior surface temperatures
Note Passive House value for “cool-temperate” climate is
5oC, but ISO conditions are acceptable for this climate
Different solar radiation
Affects solar heat gain calculation
Different surface film coefficients
12. Key Differences: Standard Sizes
NFRC sizes depend on operator type
For example:
Fixed:
1.2 m x 1.5
m
Casement – Single:
0.6 m x 1.5 m
Tilt & Turn:
1.2 m x 1.5
m
Passive House has one standard size for fixed and
operable punched windows – 1.23 m x 1.48 m
German operable windows typically Tilt & Turn – larger
sizes
13. Key Differences: Edge effects
Passive House U-Value
Uframe x Aframe
ψspacer x L glazed
perimeter
Uglazing x Aglazing
ψinstall x L window
perimeter
NFRC U-Value
Uframe x Aframe
Uedge x Aedge
2.5”
Uglazing x Aglazing
Uframe, ψspacer, Uglazing, ψinstall
entered into PHPP
Uframe, Uedge, Uglazing used
to calculate overall U-value
14. Key Differences: Algorithms
The NFRC algorithm for centre of glass U-value are
more accurate
NFRC follows ISO 15099, Passive House follows ISO
10077-2 and EN 673
Footnote in ISO 10077-2, section 6.2 (reference to EN 673):
“NOTE The correlations for high aspect ratio
cavities [in glazing] used in EN 673 and ISO
10292 tend to give low values for the equivalent
thermal conductivity. More accurate
correlations are given in ISO 15099.”
15. Key Differences: Solar Heat Gain
Passive House g-value:
Centre of glass only, does
not include frame
NFRC SHGC:
Value is for whole window,
lower to account for frame
16. How do these differences affect energy performance?
Study evaluated U-value, solar heat gain of three
windows using NFRC and ISO/PHI methods
North American Vinyl Frame
North American Fibreglass Frame
European Vinyl Frame
Showed how same product
performs under different energy
rating systems
Each window had same
glass, gas fill and spacer
17. Centre of Glazing U-Value
Triple glazing, argon gas fill, two low-e coatings
Big difference between U-values for NFRC and ISO
methods and standard temperatures
0.9
0.8
0.7
0.6
0.5
10 12 14 16 18 20
Centre of Glass U-Value, W/m2-K
Gap Size, mm
NFRC, -18°C
ISO, 0°C
18. Centre of Glazing U-Value
0.9
0.8
0.7
0.6
0.5
10 12 14 16 18 20
Centre of Glass U-Value, W/m2-K
Gap Size, mm
NFRC, -18°C
NFRC, 0°C
ISO, -18°C
ISO, 0°C
Triple glazing, argon gas fill, two low-e coatings
Differences when only changing exterior temperature of
methodology
19. 0.9
0.8
0.7
0.6
0.5
10 12 14 16 18 20
Centre of Glass U-Value, W/m2-K
Gap Size, mm
NFRC, -18°C
NFRC, -7°C
NFRC, 0°C
NFRC, 5°C
ISO, -18°C
ISO, -7°C
ISO, 0°C
ISO, 5°C
Centre of Glazing U-Value
Triple glazing, argon gas fill, two low-e coatings
Add in climate-specific temperatures for Passive House
certification…
20. Centre of Glazing U-Values
0.9
0.8
0.7
0.6
0.5
10 12 14 16 18 20
Centre of Glass U-Value, W/m2-K
Gap Size, mm
NFRC, -18°C
NFRC, -7°C
NFRC, 0°C
NFRC, 5°C
ISO, -18°C
ISO, -7°C
ISO, 0°C
ISO, 5°C
Examples
12.7 mm gap: NFRC U-0.72, ISO U-0.70
18 mm gap: NFRC U-0.73, ISO U-0.57
21. Centre of Glazing U-Value
0.9
0.8
0.7
0.6
0.5
10 12 14 16 18 20
Centre of Glass U-Value, W/m2-K
Gap Size, mm
NFRC, -18°C
NFRC, -7°C
NFRC, 0°C
NFRC, 5°C
ISO, -18°C
ISO, -7°C
ISO, 0°C
ISO, 5°C
Passive House centre of glazing (for window
certification)
Cool-temperate U ≤ 0.75 at 0oC or 5oC
Cold U ≤ 0.55 at -3oC
22. 0.9
0.8
0.7
0.6
0.5
10 12 14 16 18 20
Centre of Glass U-Value, W/m2-K
Gap Size, mm
NFRC, -18°C
NFRC, -7°C
NFRC, 0°C
NFRC, 5°C
ISO, -18°C
ISO, -7°C
ISO, 0°C
ISO, 5°C
Centre of Glazing U-Values
Optimal gap size different for NFRC and ISO
NFRC optimal gap
size is approx. 13 mm
ISO optimal gap sizes
are larger, approx.18
mm
23. Centre of Glazing U-Values
Six IGU configurations were simulated
Biggest difference in U-values for larger gap sizes
Double glazing 15.875 mm gaps
Triple glazing 12.7 mm gaps
1.8
1.6
1.4
1.2
1.0
0.8
0.6
0.4
0.2
0.0
Double -
High Solar Gain
Double -
Low Solar Gain
Triple -
High Solar Gain
Triple -
Low Solar Gain
Centre of Glass U-Value, W/m2-K
NFRC
ISO
19% 23%
0% 2%
24. NFRC frame U-values determined with actual IGU and
spacer; ISO values determined with ‘calibration panel’
of specified conductivity – lower ISO frame U-values
Also different standard material properties, e.g.
fibreglass
2.0
1.4
1.2
1.5
1.0
0.8
1.0
0.6
0.5
0.4
0.2
0.0
1.2
1.0
0.8
0.6
Fixed - Head Fixed - Sill Fixed - Jamb
0.4
Triple - 180/180
Frame U-Value, W/m2-K
Triple Glazed North American Vinyl Frame Window
NFRC
ISO
Frame U-Values
0.2
11% to 16% difference
0.0
Fixed - Head Fixed - Sill Fixed - Jamb
Triple
Frame U-Value, W/m2-K
Triple Glazed Fibreglass Frame Window
NFRC
ISO
2% to0 .40% difference
Fixed - Head Fixed - Sill Fixed - Jamb
Passive House Triple
Frame U-Value, W/m2-K
Triple Passive House European uPVC Window
NFRC
ISO
13% to 16%
difference
25. NFRC frame U-values determined with actual IGU and
spacer; ISO values determined with ‘calibration panel’
of specified conductivity – lower ISO frame U-values
Also different standard material properties, e.g.
fibreglass
2.0
1.4
1.2
1.5
1.0
0.8
1.0
0.6
0.5
0.4
0.2
0.0
Correlation
1.2
1.0
0.8
0.6
1.6
1.5
1.4
1.3
No
!
Fixed - Head Fixed - Sill Fixed - Jamb
0.4
Triple - 180/180
Frame U-Value, W/m2-K
ISO Frame U-Value
Triple Glazed North American Vinyl Frame Window
NFRC
ISO
Frame U-Values
0.2
1.2 1.3 1.4 1.5 1.6
11% to 16% difference
0.0
1.2
Fixed - Head Fixed - Sill Fixed - Jamb
Triple
Frame U-Value, W/m2-K
Triple Glazed Fibreglass Frame Window
NFRC
ISO
2% to0 .40% difference
Fixed - Head Fixed - Sill Fixed - Jamb
Passive House Triple
Frame U-Value, W/m2-K
Triple Passive House European uPVC Window
NFRC
ISO
13% to 16%
difference
NFRC Frame U-Value
26. Whole Product U-Values
ISO U-values generally lower (better) than NFRC U-values
but it depends on a lot of factors
No
No “conversion factor” between ISO and NFRC U-values
Correlation!
1.6
1.4
1.2
1.0
0.8
0.6
0.4
0.2
0.0
1.6
1.4
1.2
1.0
0.8
1.6
1.4
1.2
Fixed Casement Fixed Casement Fixed Casement Fixed Casement
Double - High Solar Double - Low Solar Triple - High Solar Triple - Low Solar
Window U-Value, W/m2-K
North American Vinyl Frame Window
NFRC
ISO
0.6
0.4
0.2
0.0
1.0
0.8
0.6
0.4
0.2
Fixed Casement Fixed Casement Fixed Casement Fixed Casement
Double - High Solar Double - Low Solar Triple - High Solar Triple - Low Solar
Window U-Value, W/m2-K
North American Fibreglass Frame Window
NFRC
ISO
Dbl: 0% to 15%
Dbl: 11% to
Tpl: -6% to
16%
14%
Trpl: 6% to 10%
0.0
Fixed Tilt & Turn Fixed Tilt & Turn Fixed Tilt & Turn Fixed Tilt & Turn
Double - High Solar Double - Low Solar PHI Triple - High Solar PHI Triple - Low Solar
Window U-Value, W/m2-K
European uPVC Frame Window
NFRC
ISO
27. Whole Product U-Values
ISO U-values generally lower (better) than NFRC U-values
but it depends on a lot of factors
1.6
1.5
No “conversion factor” between ISO and NFRC U-values
1.6
1.4
1.2
1.0
0.8
0.6
0.4
0.2
0.0
1.6
1.4
1.2
1.0
0.8
1.6
1.4
1.2
1.4
1.3
1.2
1.1
1.0
0.9
Fixed Casement Fixed Casement Fixed Casement Fixed Casement
Double - High Solar Double - Low Solar Triple - High Solar Triple - Low Solar
Window U-Value, W/m2-K
North American Vinyl Frame Window
NFRC
ISO
0.6
0.4
0.2
0.0
1.0
0.8
0.6
0.4
0.2
Fixed Casement Fixed Casement Fixed Casement Fixed Casement
Double - High Solar Double - Low Solar Triple - High Solar Triple - Low Solar
Window U-Value, W/m2-K
North American Fibreglass Frame Window
NFRC
ISO
Double: 10% to
16%
DblT: Dbl: r0ip%le 11% t:o - 21%5% to
to 1%
Tpl: -6% to
16%
14%
Trpl: 6% to 10%
0.0
Fixed Tilt & Turn Fixed Tilt & Turn Fixed Tilt & Turn Fixed Tilt & Turn
Double - High Solar Double - Low Solar PHI Triple - High Solar PHI Triple - Low Solar
Window U-Value, W/m2-K
European uPVC Frame Window
NFRC
ISO
0.8
0.8 0.9 1.0 1.1 1.2 1.3 1.4 1.5 1.6
ISO U-Value
NFRC U-Value
No
Correlation!
28. Highest percent difference in window U-values was
18%
15%
10%
5%
0%
-5%
-10%
-15%
Percent Difference in NFRC & ISO U-Values for Triple Glazed Windows
Fixed Operable Fixed Operable
Triple - 180/180 Triple - 366/180
North American Vinyl
North American Fibreglass
European Vinyl
Whole Product U-Values
ISO rating better
NFRC rating
better
29. Solar Heat Gain Values
Centre of glass NFRC values were 1% to 8% lower than
ISO
Greater difference for low solar gain glazing
Big difference between centre of glass and whole
product values!
0.7
0.6
0.5
0.4
0.3
0.2
0.1
0.0
Double - 180 Double - 366 Triple - 180/180 Triple - 366/180
Solar Heat Gain Coefficient
NFRC Centre of Glass
ISO Centre of Glass
NFRC Fixed SHGC
NFRC Operable SHGC
Fixed: 18% - 19% reduction
Operable: 46% - 48%
reduction
30. Summary – Biggest Difference?
Many differences, but a significant one is centre of
glass U-value calculations
1.8
1.6
1.4
1.2
1.0
0.8
0.6
0.4
0.2
0.0
Double High Solar
NA Vinyl
Double High Solar
NA Fibreglass
Double High Solar
EU uPVC
Triple High Solar
NA Vinyl
Triple High Solar
NA Fibreglass
Triple High Solar
EU uPVC
Centre of Glass U-Value,
W/m2-K
NFRC
ISO
1.8
1.6
1.4
1.2
1.0
0.8
0.6
0.4
0.2
0.0
Double High Solar
NA Vinyl
Double High Solar
NA Fibreglass
Double High Solar
EU uPVC
Triple High Solar
NA Vinyl
Triple High Solar
NA Fibreglass
Triple High Solar
EU uPVC
Window U-Value, W/m2-K
NFRC
ISO
Centre
of Glass
U-Values
Whole
Window
U-Values
31. Lessons Learned
Neither NFRC nor ISO system is “better”
NFRC uses more accurate algorithms, compares all
products using the same conditions
ISO uses more realistic climate design conditions, important
for building energy modeling
Today products are optimized to perform best under
the rating regimes in effect in Europe, North America
Rating regimes drive product design
Existing simulation tools have the capability to model
North American products for Passive House standards
European products will soon need to be rated to
NFRC/CSA for Canadian code compliance
32. Moving Forward…
Be aware that all window ratings are not equal
Simply testing to both standards will not help North
American manufacturers compete with European
product performance due to gap sizes
North American manufacturers consider offering larger gap
sizes for Passive House projects?
North American software can be used with ISO
methods
Can convert NFRC simulations
Other ideas?
An important element in Passive House design is the use of high performance windows coupled with passive solar design strategies. However, choosing windows for a Passive House building is complicated by the differences between North American and European energy performance rating standards. The U-value of the same product will typically be lower (better) when evaluated using European methods than using North American methods. There are also differences in calculated solar heat gain values. This presentation will provide an overview of the different Passive House window qualification paths as well as the differences between rating systems.
PHI has different size for sliding door, roof windows, skylights
The ISO 15099 (NFRC/CSA) calculation is based on a comprehensive heat transfer model, including conductive, convective and radiative heat transfer. A system of energy balance equations is developed, and surface temperatures and heat flux at each layer is solved using numerical methods. The ISO 10077-1 / EN673 algorithms are simplified compared to the ISO 15099 calculations. Properties are evaluated at the mean temperature difference across the gas space; for double glazed systems, this is fixed at a temperature difference of 15 K.