Canada Games Centre Roof Investigation...Notes: 1. Extensive areas of the roof membrane connection...
Transcript of Canada Games Centre Roof Investigation...Notes: 1. Extensive areas of the roof membrane connection...
Canada Games Centre Roof Investigation Leaks investigation 5/24/2017
Eagle Project Management Inc
Peter Smith
Canada Games Centre Roof Investigation
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Eagle Project Management Inc. was contracted by Halifax Corporate Facilities Design & Construction to
conduct a roof investigation of this property. Investigations were completed in October and November
2016 and again in May 2017. This report is based on the latest findings of May 15, 2017.
The key areas of concern identified are:
1. Leak over main pool area
2. Leak over walking track- southeast corner
3. Leak on east face of solarium penetrating into fitness centre
Historic records presented by Halifax
1. Mainland Common Centre drawings A1.03 and A5.10 as primary references
2. Roof-Chek IR scan dated August 25,2016
3. Soprema Canada materials applied as noted on expired warranty
a. Base sheet- Elastophene 180 PS
b. Cap sheet- Soprastar HD GR
c. Base sheet flashing- Soprastar
d. Cap sheet flashing- Soprastar
e. Air barrier- Sopraseal 60 F/F
.
Refer to drawing A1.03 for identification points within this report.
Points of concern
1. Roof drains (RD)
a. Section A grid V5 (RD-1)
b. Section A grid V8 (RD-2)
c. Section A grid R5 (RD-3)
d. Section B grid R12 (RD-4)
Typical roof drain
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Typical failure of membrane at roof drain
Notes:
a. The roof drains located on the solarium roof A have failed in particular at section V5
over the pool area. The thermal scan revealed water saturation under the
membrane as approximately 40 feet by 40 feet area.
b. The membrane at the drain assembly has visibly failed and noted in the attached
photo (V5 and R5 drains)
c. Other roof drains noted require similar repairs
a. V5- 40’ x 40’ water saturated area
b. V8- 25’ x 20’ water saturated area
c. R5- 20’ x 50’ water saturated area
d. R12 – 12’ x 12’ water saturated area
d. While walking on the roof system you can clearly hear the water saturation
movement and the “sponge” affect of the wet insulation.
e. These areas should be addressed with roofing product removal; re-secure/secure
vapour barrier and roof drain connections, install new insulation and cap sheets.
2. Solar panel structural stands
a. Located on roof area A and tagged point # 11
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Solar pipe systems and structural supports
Solar system structural support seal failure- typical condition
Decayed solar pipe system support at vertical connection
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Notes
1. The majority of the roof connections to structure support systems have failed with a
high probability of water migration into the roofing systems. Semi annual
maintenance is required on these anchor points.
2. The solar pipe support systems which are welded to the vertical structural supports,
have failed in several locations. Suggest replacing the clamp system with a corrosion
resistant clamp- stainless steel or equivalent.
3. Solar and HVAC supply and return lines- support stands
a. Located on roof area A and tagged as point # 5 (solar systems)
b. Located on roof area B and tagged as point # 4 (HVAC piping systems)
Typical pipe support stand- roof cap sheet puncture
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Pipe support system at HVAC point # 4- roof membrane deflection
Notes:
1. The pipe support system appears to have been installed after the roof membrane.
They are not supported to the structural decking. Typically the roofing system will
contain torch in “sleepers or curbs” to support the structural load of these piping
systems transferring the load to the main structural framework.
2. The roofing system is deflecting and roof failure points are evident (see photo).
3. Repair- temporarily support the pipe system, remove the existing support block, cut
and adhere a structural support below the roof membrane, install new double layer
roof membrane, reinstall the pipe supports- 20 locations
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4. Solarium
a. Located on roof area B and tagged as point # 7
Solarium- photo taken looking west
Solarium roof seal failure- east face
Notes:
1. The roof membrane is not adhered to the vertical curb walls of the solarium system.
Evidence of several water penetration points is visual (see photo).
2. Repairs will be extensive as the solarium structure is supported on the curb
structure, the roof membrane wraps up and over the curb and the roof membrane
is not secured to the curb to stop water penetration. The east face roof membrane
does not extend up the curb supporting the solarium.
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5. Wall flashings
a. Located on roof area B and tagged as point # 8
Roof membrane not sealed to wall curb
Notes:
1. Extensive areas of the roof membrane connection to the wall curb areas have failed.
The roof membrane is not adhered to the roof/wall curb. The original design details,
noted on drawing A5.10, indicate a torch on base sheet and cap sheet to the wall
curb. The wall design includes a “blue skin or equal” product behind the
architectural metal. These areas frequently contain high levels of snow and are
subject to water penetration with poor roof membrane adhesion.
6. Ventilation exhaust
a. Located on roof area B and tagged as point # 9
Roof membrane not properly sealed at ventilation
Notes:
1. Poorly installed, cap sheet does not extend to ventilation “neck”
7. Roof access ladders
a. Located on roof area C and tagged as point # 10 (3 ladders)
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Notes
1. There are 3 primary ladders located on the roofing systems. 2 ladders extend from
roof B and one ladder extends from roof D
2. Repairs: add additional cap sheet ply at the pedestrian on/off points of the ladders
as the roof cap sheet is being damaged by foot traffic.
8. Solar return system lower roof- east side
a. Located on roof area D and tagged as point # 6
b. 12 prefabricated ventilators on roof
Notes
1. During visual review of the solar systems the anchor bolts are not sealed nor are the
structural supports.
2. Repair requires removal of the solar system metal panels, seal all anchor points, and
reinstall solar systems. These systems are bolted together.
9. Additional works
a. Remove excess roof granular and foreign growth materials on roof area B
Report prepared by P. Smith, RPA PMP
Eagle Project Management Inc.