The developers are aiming for LEED Platinum Certification, as well as compliance with Toronto Green Standard (TGS) requirements. In effect since 2010, the TGS sets tiered energy, emissions, and sustainability benchmarks for new buildings to support Toronto’s goal of reducing greenhouse gas emissions to net zero by 2050. 

Whether it is designing for a residential property, a multifamily development, or commercial projects, architects and designers must consider several major factors.

Companies have several options for decarbonizing cement. About 20 percent of the reduction will come from improved operational measures such as energy efficiency. The rest of the reductions will come from technological innovation.

Inherent in their makeup, metal roofs are sustainable, durable, and last about three times longer than other roofs. They help to trap less heat and cool a building down quicker.

Building airtightness continues to grow as a design consideration or requirement in most modern building designs. However, due to the complex nature of architectural design, building components, system options, involvement of multiple trades, and the pace of modern construction, achieving airtightness in a building is often easier said than done. 

While the integrated component is not new to the industry, the demand for an energy-efficient and time-efficient system for the building envelope remains high.

In the fight against the impacts of climate change, evolving building codes, performance standards and building practices are being utilized to improve sustainability, resiliency and efficiency—all key components in trying to meet the goals of the Paris Accord and achieve net-zero carbon by 2050. 

We have a carbon equivalent of an EUI. Now, we need to be more aware, explicit, and consistent regarding the units we are using for operational and embodied carbon.

SPRI Announced that it has completed the process of reviewing the ANSI/SPRI/FM 4435/ES-1 “Test Standard for Edge Systems Used with Low Slope Roofing Systems.”

1807.3 Waterproofing required. Where the ground-water investigation required by Section 1802.2.3 indicates that a hydrostatic pressure condition exists.

The profile of specific components, their configuration or sequencing, can vary with the roof system, climatic differences, and regional or area practices. Dimensions as shown are recommended minimums and are intended to be approximate to allow for reasonable tolerances due to field conditions. Flashing or stripping ply should extend into scupper throat, and be fully welded