NATIONAL BUILDING CODE OF CANADA 2015

 

deck building code canadaVolume 2,

Division B 9.8.8.6.

Design of Guards to Not Facilitate Climbing Except for guards in industrial occupancies, guards required by Article 9.8.8.1., that protect a level located more than 4.2 m above the adjacent level shall be designed so that no member, attachment or opening located between 140 mm and 900 mm above the level protected by the guard facilitates climbing.

Reference: http://www.geobezdan.com/assets/images/content/National-Building-Code.pdf

 

 

International Deck Building Codes for deck guard rails

 

Decks higher thandeck building code irc 30″ above grade are required to have guardrails. If a guardrail is installed on a deck less than 30″ you must still meet deck code requirements. Decks attached to single family detached homes are regulated under the rules of the International Residential Code (IRC). The IRC requires guardrails to be at least 36″ in height measured from the deck surface to the top of the rail.

 

 

Commercial decks deck building code ibcattached to multifamily buildings such as apartment buildings or businesses are regulated under the International Building Code (IBC). The IBC requires 42″ high guardrails. In either case you are allowed to build taller guardrails as long as they conform to all other requirements stated in the code. 

 

A variety of styles are allowed as long as the interior sections of the rail don’t possess any openings large enough to pass a 4” diameter sphere through. In the case of guardrails for stairs there is an exception that allows up to a 6”diameter sphere through the triangle opening formed by the stair riser, stair tread, and bottom rail. The guardrails must be strong enough to withstand a concentrated 200 lb force anywhere along the top of the rail. To achieve this you should space rail posts no greater than 6′ apart. The sweep space between the deck surface and the bottom rail must be less than 4″.

Handrails are required for stairs and must meet standards as specified by R311.5.6.3 in the IRC code. The top edge of handrails must be between 34” and 38” above the nose of stair treads.  Handrail ends must be returned and terminated at rail posts. The handgrips must allow a minimum of 1-1/2” space between the handrail and the guardrail or wall. A variety of gripping surfaces may be acceptable but must meet requirements for gripping surface. A circular cross section of a handrail must have an outside diameter of between 1-1/4” and 2”. While 2x4 and 2x6 guard rails are acceptable on decks, to be up to code, supplemental hand rails must be installed to stair rail posts. Flat 2x4 and 2x6 handrails are not acceptable in of themselves.  Typically supplemental handrails are installed with handrail brackets screwed to rail posts.

 Engineered railing systems must be tested to meet IRC and IBC building codes.

The tests include: 
– Infill Load Test: The strength of the balusters are tested so that a 1 square foot area must resist 125 lbs of force. 
– Uniform Load Test: The top rail must be able to sustain 125 lbs of force applied horizontally or vertically. 
– Concentrated Load Test: The top rail must be capable of holding a point load of 200 lbs of force applied to the       mid span, on the side of a post, and on top of a post. 
– A safety factor of 2.5 is usually added to the testing. 

 These tests are performed by an accredited third party testing agency

 

 

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