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2018 Code Adoption Status

During the January 2020 meeting of the Board of Building Regulations and Standards (BBRS) it was announced that the 2018 version of the International Energy Conservation Code (IECC) will be adopted and amended by Massachusetts.  The BBRS has filed the paperwork with the Secretary of State’s Office for final promulgation. You can view the new Massachusetts amendments here: https://www.mass.gov/doc/780-cmr-ninth-edition-chapter-13-energy-efficiency-amendments-as-of-272020/download

Effective Adoption Date

The effective adoption date for the 2018 IECC was February 7, 2020. As with previous code adoptions, there will be a concurrency period, which will end November 7, 2020.

What Does This Mean to the Design/Build Community?

All projects that file for permit between February 7, 2020 and November 7, 2020 can apply either the MA amended 2015 IECC or the MA amended 2018 IECC. Permits applied for after November 7, 2020 are subject to compliance with the MA amended 2018 IECC.

There are many changes between the 2015 and 2018 editions of the codes of which designers, builders, owners, and AHJs need to be aware. If you are interested to learn more about the code changes or implications on your current or future projects, please contact us with questions.

Boston has recently updated their requirements for reporting construction site fuel storage to allow for online reporting/permitting. Previously, a Boston Fire Department (BFD) General Permit was the only means to report the on-site storage of hazardous materials (oxygen, acetylene, gas, diesel, etc.) and was required to be submitted in person for approval.

Fuel storage for construction site is now required to be submitted via the online permit portal (https://onlinepermitsandlicenses.cityofboston.gov/BFD). After logging in, the user is able to select “Fuel Storage (Temporary)”, enter the job description, and start the fuel storage details.

The following information is required:

  1. Start Date
  2. End Date
  3. Reason (e.g. oxygen/acetylene storage on site for ongoing welding operations on Floor 16)
  4. Site Contact (this should be the site’s FPPM)
  5. Fuel Storage Location
  6. Amounts of Fuel (summary of fuel types and quantities)
  7. If there is Propane

Once this information is completed, the final step is for the user to attach the site’s fuel storage matrix and any other pertinent information (i.e. drawings, memo’s substantiating non-conventional storage locations/arrangements, etc.).

 

Via House Bill 562, as of September 15, 2019, New Hampshire will enforce the 2015 editions of ICC codes, including:

  • 2015 International Building Code (IBC)
  • 2015 International Existing Building Code (IEBC)
  • 2015 International Plumbing Code (IPC)
  • 2015 International Mechanical Code (IMC)
  • 2015 International Energy Conservation Code (IECC)
  • 2015 International Residential Code (IRC)

The International Swimming Pool and Spa Code (2015 edition) is now also adopted by New Hampshire as part of this code adoption cycle.

These codes replace the previously-adopted 2009 editions. There is no grace period to continue using the 2009 codes except through special approval. Similar to previous code adoptions, there are a number of unique state amendments which are located here: https://www.nh.gov/safety/boardsandcommissions/bldgcode/bldgexhibits.html

There are many changes between the 2009 and 2015 editions of the codes of which designers, builders, owners, and AHJs need to be aware. If you are interested to learn more about the code changes or implications on your project(s), please reach out to us.

 

On Friday, October 11, 2019, the Massachusetts Department of Fire Services announced that amendments to 527 CMR 1.00, Massachusetts Comprehensive Fire Safety Code would go into effect on Friday, October 18, 2019.

The newest updates to the code are intended to align it more closely with the 2018 Edition of NFPA 1. However, this amendment does not adopt the 2018 Edition of NFPA 1 in its entirety and the basis of the code is still the 2015 Edition. Major amendments which are being promulgated with this version of the code include, but are not limited to, the following:

  • Authorities Having Jurisdiction (527 CMR 1.00 Section 3.2)
  • Fire Department Vehicle Access Roads (527 CMR 1.00 Section 18.2)
  • Cannabis Growing, Processing, and Extraction Facilities (527 CMR 1.00 Chapter 38)
  • Tank Vehicle Inspections (527 CMR 1.00 Chapters 1 and 42)
  • On-Demand Mobile Vehicle Fueling (527 CMR 1.00 Section 42.10)
  • Energy Storage Systems (527 CMR 1.00 Chapter 52)

The sections above address some growing industries and compliance methodologies which were previously unaddressed by the code, which should help bring some clarity to the appropriate code requirements for owners, architects, and designers, alike.

Have questions on the updates code and how they may affect your project and ongoing compliance of your facility and operations? Contact us with questions about the implications of the code change!

 

In 2017, we issued a post discussing the adoption of NFPA 45, Standard on Fire Protection for Laboratories Using Chemicals, by the City of Boston. At the time, under the 2012 edition of the Massachusetts State Fire Code (527 CMR), the reference to NFPA 45 was deleted. However, the City of Boston still required compliance with NFPA 45 for laboratory projects through the City of Boston Fire Prevention Order 86-1.

Under the 2015 edition of 527 CMR, which went into effect on January 1, 2018, the reference to NFPA 45 is no longer deleted. The scoping language of 527 CMR states that all codes and standards referenced in 527 CMR are considered part of the Code, thus new laboratory projects throughout the state are required to comply with NFPA 45.

How does NFPA 45 work?

NFPA 45 covers the design and protection of laboratories using chemicals that present health and fire hazards. It utilizes the concept of Laboratory Units, which are similar in concept to control areas in that they are compartmentalized areas in which the allowable quantities of chemicals are limited. Laboratory Units are classified (A, B, C, or D) based on the amount of flammable and combustible liquids within the units. As quantities of flammable and combustible liquids increase, the requirements for protection become more stringent, including increased fire-resistance ratings, decreased allowable floor areas, more robust fire protection systems, and more restrictive means of egress requirements.

Doesn’t the Building Code Govern?

In general, 780 CMR will govern for any provisions relating to building construction, as stated in 527 CMR Section 1.1.2. However, where buildings contain flammable fluids or any substance having such properties that it may ignite or generate flammable vapors, 527 CMR Section 1.03 states that both 780 CMR and 527 CMR are applicable, and that the more restrictive requirements will govern.

What about Control Areas?

Because the Massachusetts State Building Code (780 CMR) requires the use of control areas where hazardous materials are present, these requirements must be applied in conjunction with the requirements of NFPA 45. If a conflict exists between the requirements of 780 CMR and NFPA 45, the most restrictive requirements should be applied.

If you have questions about applying these requirements to a laboratory, please feel free to contact us.

524 CMR, Board of Elevator Regulations, was amended as of June 1, 2018. These regulations reference the 2013 Editions of ASME A17.1 Safety Code for Elevators and Escalators. As of December 1, 2018 all new elevators are required to comply with the new regulations. Existing elevators undergoing alterations or replacements may also be subject to the new regulations, to the extent required by 524 CMR 10.00.

Previous to December 1, 2018, a sump pump was not specifically required per the MA amendment to 524 CMR 35.00 Section 2.2.2.5. However, after the new adoption, the amendment was removed and as such sump pumps are now required for elevators providing Firefighters’ Emergency Operation. The pump must have the capacity for removing a minimum of 11.4 m3/h per elevator.

Mass timber construction is no longer a fledgling concept in the U.S. – it’s a movement. Proponents of mass timber got a boost when the 2015 International Building Code (IBC) was introduced, which specifically allowed for cross-laminated timber (CLT) as a building material. Recently-approved changes to the 2021 IBC will allow for even taller designs.

Mass timber is a category of framing typically characterized by the use of large solid wood panels for wall, floor and roof construction. Products in the mass timber family include CLT, nail-laminated timber (NLT), dowel-laminated timber (DLT), glue-laminated timber (glulam, or GLT when used as panels), and structural composites such as laminated veneer lumber (LVL) and laminated strand lumber (LSL). These products, combined with a heightened awareness of wood’s carbon benefits, have focused attention on the possibility of “tall wood” buildings, either made entirely from wood products or a combination of wood and other materials.

In North America, mass timber projects have typically been located in the Pacific northwest or Canada. However, the potential for mass timber construction on the east coast is not lost on suppliers, where in 2018, two mass timber manufacturers announced plans to build production facilities in Maine. The industry appears to be capitalizing on the positive reviews of New England’s jewel mass timber building – the Olver Design Building at UMass Amherst.

2015 IBC Allowances

Massachusetts’ state building code (780 CMR 9th edition) is based on the 2015 IBC, which allows mass timber buildings, including cross-laminated timber.  As a result, several of these buildings are currently on the drawing boards, several of which Code Red Consultants is involved.   For states that have not yet adopted the 2015 IBC, like New Hampshire and Rhode Island, variances may be sought to utilize the 2015 provisions. The 2015 IBC allows for mass timber buildings to be up to 85 ft in height, with the following allowable number of stories for major occupancy types:

Assembly (Group A-3) 4 stories
Residential (Group R-2) 5 stories
Business (Group B) 6 stories

 

2021 IBC Allowances

The 2021 IBC will feature three new construction types to support tall mass timber buildings, as follows:

IV-A 18 stories; gypsum wallboard on all mass timber elements
IV-B 12 stories; limited area of exposed mass timber walls and ceilings allowed
IV-C 9 stories; all exposed mass timber

 

For these new construction types, all mass timber elements must have a 2-hr fire-resistance rating. Although the 2021 IBC will not be available or adopted for a few years, this is a significant development and roadmap for the industry.

“Mass timber has been capturing the imagination of architects and developers, and the ICC result means they can now turn sketches into reality,” said American Wood Council (AWC) president Robert Glowinski. “ICC’s rigorous study, testing and voting process now recognizes a strong, low-carbon alternative to traditional tall building materials used by the building and construction industry.”

Making Mass Timber Projects Work

While CLT is prescriptively allowed, the technology and code provisions are new enough that many building and fire officials are asking for continuing education during the design process as to the code approvals path and the structural and fire safety compliance. Additionally, there may be opportunities to negotiate the earlier use of 2021 IBC provisions for taller mass timber buildings once the edition is published in its final form.

Please email our office if we can be of assistance with continuing education, AHJ negotiations, or general questions.

The 9th Edition of the Massachusetts State Building Code (780 CMR) contains several new requirements associated with Fire Service Access Elevators (FSAE’s).  FSAE’s and associated lobbies are required in buildings with an occupied floor more than 120 feet above the lowest level of fire department access (2015 IBC Section 403.6.1).

One such change is that FSAE lobbies are now required to be provided with a means of water protection.  Such protection is required to consist of an approved method to prevent water from the operations of the sprinkler system outside of the enclosed lobby from infiltrating into the hoistway enclosure (2015 IBC Section 3007.3).

This requirement was introduced as part of the 2012 Edition of the International Building Code (IBC), so it is newly enforceable as part of the 9th Edition of 780 CMR.

Note that this requirement applies to (FSAE lobbies (governed by IBC Section 3007) and water protection is not required for regular elevator lobbies governed by IBC Section 3006.

The requirement for water protection is performance-based, with the specific method and sizing of components to achieve the water infiltration prevention not specified by the code.  Some of the options that may be used include door sweeps, trench drains, sloped floors, curbs, or gasketed openings (or combination thereof), and ultimately the method used is required to be approved by the AHJ.

When applying this requirement to your projects, note the following:

  • This requirement is only for protection from sprinkler water, and not from fire-fighter hoses;
  • Where an elevator is two-sided, this requirement must be met on each side, including the side that does not have the FSAE;
  • With regards to using sloped floors as an option for compliance, note that landings on either side of doors are required to be level, so any sloping of the floor will need to be done away from the door;
  • The prevention of water infiltration can occur either (1) at the hoistway itself or at (2) the FSAE boundary, or both.

The 2018 Edition of the IBC revised the language for the Water Protection requirement to clarify the intent, although the practical application of the requirement remains the same.  Further, there was no change in the requirement from the 2018 to the 2021 Editions of the IBC.

In Massachusetts, the requirement for generator exhaust stacks is commonly overlooked or misunderstood.

The 2015 International Mechanical Code (IMC) Section 501.3, as referenced by 780 CMR 28.00, requires that any air removed by a mechanical exhaust system be discharged outdoors at a point where it will not cause a public nuisance and will not be readily drawn in by a ventilating system in the subject building or any other building. Additionally, the IMC provides requirements for minimum exhaust outlet clearances including at least 10 feet from property lines, 3 feet from exterior walls and roofs, 10 feet from operable openings into buildings, and 10 feet above adjoining grade. IMC Section 915.1 also references the 2015 Edition of NFPA 37, Standard for the Installation and Use of Stationary Combustion Engines and Gas Turbines for the installation of liquid-fueled stationary internal combustion engines and gas turbines. NFPA 37 requires generators located on roofs or outdoors to be at least 5 feet from openings in walls or from structures having combustible exterior walls unless a 1-hour rated enclosure is provided (NFPA 37, 4.1.3.1 & 4.1.4)

In Massachusetts, generators installed on and after March 23, 2006 must also comply with 310 CMR, Department of Environment Protection Regulations. 310 CMR 7.26(42) addresses regulations to prevent air pollution from emergency engines or turbines and includes specific requirements relative to exhaust stack heights. These requirements are much more direct and, in many cases, are more stringent than the IMC as follows:

  • General Requirements:
    • Exhaust stacks must be configured to discharge the gases vertically and must not be equipped with any part of device that impedes the vertical exhaust flow of the emitted gases (e.g. shanty caps or egg beaters).
    • Emissions on sensitive receptors including people, windows and doors that open, and buildings with fresh air intakes must be minimized.
  • Generators with a power output ≥ 300 kW: Minimum stack height of 10 feet above the facility rooftop or the emergency engine enclosure, whichever is lower.
  • Generators with a power output ≥ 1 MW: Minimum stack height of 1.5 times the height of the building on which the stack is located. If the stack is lower than 1.5 times the building height or lower than the height of a building within the stack’s area of influence, the owner must submit documentation that the operation of the generator will not cause an exceedance of any National Ambient Air Quality Standard. This would typically involve computer aided dispersion analysis to confirm. The stack’s area of influence includes any buildings within a distance 5 times the building’s height or projected area, whichever is less.

In early June of this year, the Massachusetts Board of Elevator Regulations adopted a new elevator code.

Code Basis

The new Board of Elevator Regulations code is based on the 2013 Edition of ASME A17.1 with Massachusetts specific amendments.

Date of Adoption

The new code went into effect on June 1, 2018.

Use of Old Code

The adoption of the new provisions includes a concurrency period which is in effect from June 1, 2018 until December 1, 2018. During this time period, individuals seeking building permits are allowed to comply with either the elevator provisions in effect prior to the June 1st adoption, or the new code that went into effect on June 1st, but not a combination of both. After the December 1st deadline, all submitted plans and documents are required to comply with the new elevator provisions.

The new 524 CMR can be accessed at the link below:

https://www.mass.gov/law-library/524-cmr

Have questions on how this affects your design? Contact us with questions about the implications of the code change!