Safety Codes Council CONFERENCE 2015
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1 June 3 rd, 2015 Safety Codes Council CONFERENCE 2015 Mid-rise in Canada
2 History of Mid-Rise in BC and across Canada? Kelly, Douglas and Co. Warehouse; Vancouver ,000 ft² (17,000 m²) Masonry/Heavy Timber Construction Height: 30m
3 History of Mid-Rise in BC and across Canada? The Leckie Building is a massive cubic seven-storey Edwardian era warehouse/factory building located at the southeast corner of Cambie and Water Streets in the historic district of Gastown.
4 The first part of the structure was built in 1908 and a large addition to the east was constructed in 1913.
5 Clad in brick and granite, the internal structure of the building is built of massive timber elements.
6 Not bad for 107 year old building!
7 There are many of these buildings serving their owners over a century 310 Water St. Height: 80 ft (24m) 322 Water St. Height: 65 ft (20m) 342 Water St. Height: 72 ft (22 m) Karacabeyli & Wong, Seismic Building Upgrading for Vancouver s Gastown. Heritage Trust, Techical Paper Series 8.
8 Credit: Vancouver Public Library Archives
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10 Front Street, Toronto, Ontario
11 Winnipeg Warehouse District June 2012
12 North America s first Six Storey Bldg goes to...? Quebec City! 6-storey glulam post-and-beam structure with reinforced concrete cores (CSN FondAction) Credit: FP Innovations
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14 Credit: Cecobois
15 TF 2000, UK- BRE In 2000 a comprehensive research project into the structural ability, robustness and fire safety of multi-storey timber frame construction was conducted by BRE, UK. Codenamed TF2000, the project led to the production of authoritative best practice guidance on medium rise timber frame construction.
16 Testing included: differential movement- to evaluate whole bldg performance compartmental fire test stair shaft fire test building envelope disproportionate collapse- internal & external walls acoustics TF 2000, UK- BRE Enabled changes to the English Building Code to be updated to allow for seven storeys in wood construction using North American platform framing techniques Multi-storey timber frame buildings are now established as an ideal and costeffective off-site construction solution to apartments and flatted developments.
17 -Yes but how about something closer to home?
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19 US Midrise Bldgs. WA State. 4-5 on 1 (wood on concrete)
20 US Midrise Bldgs- examples
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23 Midrise Application: Commercial Hotel
24 North Seattle, WA
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26 North Seattle, WA
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28 High End Res Rental Units Belcarra, Bellevue, WA
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31 US Midrise Bldgs. CA State /2 on 1 (wood on concrete)
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38 California Findings Newest trend: Open mall theme Americano Glendale, CA is a prime example Infill Midrise Development: Commerical, Rental, Market Units Revitalization vehicle?
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44 An Important Question to Ask when designing a Mid-rise building Can we just keep doing the same thing that we do for 3 and 4 stories and extrapolate it to 6 stories? The Simple Answer NO! There is a big systematic but workable difference! Lets take a look.
45 Group C - Residential 1 storey m 2 3 storeys m 2 NBCC storeys 9000 m 2 3 storeys m 2 1&2 storeys Unlimited 2 storeys m 2 1 storey m 2 4 storeys m 2 5 storeys 7200 m 2 2 storeys m 2 5 storeys 6 storeys m m 2 6 storeys 6000 m 2 3 storeys m 2 BCBC storeys m 2 5 storeys m 2 ABC 2014 & NBCC 2015 Amended OBC 2012 QCC storeys m 2
46 Group D Business and Personal Services 1 storey m 2 NBCC &2 storeys Unlimited 2 storeys m 2 3 storeys m 2 4 storeys m 2 3 storeys m 2 1 storey m 2 4 storeys m 2 5 storeys m 2 2 storeys m 2 6 storeys m 2 3 storeys m 2 4 storeys m 2 5 storeys m 2 6 storeys m 2 ABC 2014 & NBCC 2015 Amended OBC 2012 QCC 2015
47 Mixed Uses Major Occupancies Group C or D Permitted all storeys: Group C Group D
48 Mixed Uses Major Occupancies - Group C Not permitted: Group A, Divisions 1 and 3 Group B Group F, Divisions 1, 2 and 3 (except storage garages)
49 Mixed Uses Major Occupancies - Group C Permitted on 1 st and 2 nd storey: Group A, Division 2 Group E Storage garages (also permitted on 3 rd storey) Increased fire-resistance rating for separation between some major occupancies
50 Mixed Uses Major Occupancies - Group D Not permitted: Group A, Divisions 1 and 3 Group B Group F, Division 1
51 Mixed Uses Major Occupancies - Group D Permitted on 1 st and 2 nd storey: Group A, Division 2 Group E Group F, Divisions 2 and 3 (storage garages also permitted on 3 rd storey)
52 Height Limit Limit height of uppermost floor level to 18 m above 1 st floor. 18 m
53 Roof 1-h fire-resistance rating If height 25 m, combustible roof construction and roof covering (Class A, B or C) If height > 25 m, noncombustible or FRTW roof construction and Class A roof covering
54 Roof 1-h fire-resistance rating 25 m If height 25 m, whole roof: combustible roof construction and Class A,B,C roof covering If height > 25 m, whole roof: noncombustible or FRTW roof construction and Class A roof covering
55 Roof 1-h fire-resistance rating If height > 25 m: noncombustible or FRTW roof construction and Class A roof covering 25 m If height 25 m: combustible roof construction and Class A,B,C roof covering
56 Sprinklers For 5- and 6-storey Group C: NFPA 13 required, as well as additional sprinklering of exterior balconies and decks (balconies or decks exceeding 610 mm)
57 Cladding: Exterior Walls noncombustible cladding, or cladding which passes the requirements when tested in accordance with CAN/ULC-S134 Standard Method of Fire Test of Exterior Wall Assemblies 10% of area permitted to combustible cladding
58 Firefighting Access Require 25% of the perimeter to be within 15 m of a street or access route
59 Firefighting Access
60 Firefighting Access Street or access route to have elevation not more than 2 m below the floor of the first storey
61 Firefighting Access (Not to scale)
62 Additional Fire Protection Features More fire blocking in all (including sprinklered) combustible concealed spaces (unless filled with noncombustible insulation with max. 50 mm gap) Double duration of emergency power supply for lighting and fire alarm systems (1 hr.)
63 Construction and Demolition Sites (National Fire Code) Fencing, boarding or barricades Access control when site unattended Required water supply available when combustible material arrives on site Unobstructed clearance around hydrants
64 Construction and Demolition Sites (National Fire Code) Minimum clearance (3 m) maintained between exits and waste containers Smoking area requirements Minimum clearances between roofing kettles and exits, means of egress and exposed combustible materials Site identification Construction access - stairway
65 Additional Changes
66 Building Envelope Additional guidance for design to reduce risk of: inadequate design features for increased wind loading for higher buildings potential detrimental effects of moisture for higher building
67 Structural Material Shrinkage Shrinkage must be a design consideration in wood-frame construction, particularly for buildings of five and six storeys in building height. Shrinkage parameters should be coordinated among design professionals of the other impacted building systems.
68 Understand your materials Kiln Dry Lumber for plates Engineered Wood Products -Joists Use Shrinkage Compensators Protect wood on Site Provide Details to Accommodate Be Cautious with Rigid Materials Dealing With Shrinkage
69 Continuous Tie Rod Systems Shrinkage Fastener (typical) Bridge header support at top level Bridge Trimmers Each Side Bearing Plate color coded (typical) Joist Blocking (transfers compression) Compression Members for download Threaded Rod (typical) Standard Rod Coupler (typical) Anchor Bolt Rod System Anchor (cast in place shown)
70 Compression Members Total bundled studs required match structural plans or rod system shop drawings
71 Typical Anchoring Methods Available anchoring types shown below. Usually designed by Project Structural Engineer. Epoxy - Hilti, Simpson, Powers, USP/Covert Wood beam plate may be countersunk. Method of steel beam connection varies per EOR.
72 Midrise Design Considerations and Challenges for Architects and Engineers Vertical Forces- high axial loading of studs require unique design solutions: stud size vs. stud spacing vs. material grade vs sill plate crushing- what will govern your design? Long Term Vertical Displacement- consolidation and shrinkage How to incorporate continuous tie rod systems into your design. Fire Sprinklers mandatory- NFPA 13 not NFPA 13R or NFPA13D Call us we are here to help!
73 BC Mid-rise Projects and the Forest Innovation Investment
74 Remy Project, Richmond, BC + ) BC s first Six Storey Building??? I joist floors, I joist roof 2hr wood firewalls Wood elevator shaft Uplift forces: 20 locations lbs 54 locations 44,000 lbs Six wood/five on one, 190,000 sq ft, 188 Units Design Team: Patrick Cotter Architects, Richmond, BC Weiler Smith Bowers Structural Engineers, Burnaby, BC
75 Remy Project, Richmond, BC + ) originally a concrete and steel structure economic downturn shelved it wood conversion done We saved 12% (on construction costs of $40 million)...that s not pocket change...it s $4.8 million Dana Westermark, Oris Development Corp. ODC s next project: Rivers Edge 11 Six Storey buildings also in Richmond
76 Remy Project, Richmond, BC - from an urban point of view this is a way of increasing density by up to 50% without making the big jump to high rise it doesn t radically change the kind of neighbourhoods that people live in and that is on of the big pluses Patrick Cotter, Patrick Cotter Architects PCA upcoming projects: Additional Midrise development projects in Richmond, Surrey, Langley and
77 Remy Project, Richmond, BC
78 Remy Project, Richmond, BC
79 Remy Project, Richmond, BC
80 Remy Project, Richmond, BC
81 Remy Project, Richmond, BC
82 Remy Project, Richmond, BC
83 Quattro Project, Surrey, BC Five/ Four on one Design Team: Patrick Cotter Architects, Richmond, BC Thomas Leung Structural Engineers, Vancouver, BC
84 Quattro Project, Surrey, BC I joist floors, I joist roof 2hr masonry fire walls Masonry elevator shaft Uplift forces: 120+ locations ~20,000lbs Fully designed waiting for the go-ahead from Owner
85 Apple Valley Senior Housing, Kelowna + ) Five Storey, 72 units Senior Housing Design Team: New Town Architects, Kelowna, BC Elbury Consulting, Kelowna, BC Designed with I-joists and trusses
86 Bldg. O, UBCO Okanagan, Kelowna + ) Five Storey, 212 Student Res units Design Team: Meiklejohn Architects Inc/ Ramsay Worden Architects Ltd Wicke Herfst Maver Consult, Surrey, BC Designed with 2x10 joists and premanufactured wood roof trusses
87 Library Square, Kamloops, BC Five on one, 151 Units (originally designed as a Steel bldg) Design Team: JM Architects, Surrey, BC Siefken Engineering, New Westminster, BC
88 Library Square, Kamloops, BC Library Square, Kamloops, BC
89 Library Square, Kamloops, BC I joist floors, I joist roof 2hr wood firewalls Wood elevator shaft Uplift forces: 84 locations 18,840 lbs On the first floor
90 Library Square, Kamloops, BC
91 Library Square, Kamloops, BC
92 Mid-Rise in Canada BC: 150+ Mid-rise projects= 240+ buildings (contemplated, design, under construction) Alberta: 1 pre application Many being considered Ontario: 1 under construction 2 at permit 12+ doing due diligence
93 Mid-Rise Support: material Successful shake table test 7 storey wood frame- (Japan 2009) Technical documents produced Systems were developed or brought in Fire Safety and Security Mid-Rise Wood Framed Construction Handbook (Release Oct 2015)
94 Coming soon Six Storey s in Wood: The Alberta Mid-rise Opportunity Information Workshop Wednesday, July 15 Chateau Lacombe Hotel Bellamy Hill, Edmonton Registration opening soon..
22 POTENTIAL ONTARIO BUILDING CODE AMENDMENTS FOR MID-RISE WOOD FRAME BUILDINGS UP TO SIX STOREYS
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