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24-Bld-A7 Building Envelope Design · December 2017

Question 3 of 6

Nivaar worked solution (AI-drafted; not reviewed by a licensed engineer)

Notes on this paper

Reference texts: Straube & Burnett, Building Science for Building Enclosures; ASHRAE Handbook — Fundamentals (Ch. 25 Thermal and Water Vapor Transmission Data, Ch. 26 Heat, Air, and Moisture Control in Building Assemblies); National Building Code of Canada (NBCC), Part 5 (Environmental Separation); ASTM C1472, Standard Guide for Calculating Movement and Other Effects When Establishing Sealant Joint Width; CMHC Best Practice Guides for Building Envelopes (brick veneer, shelf angles, thermal bridging, movement joints). This is a closed-book paper; the exam instructs that only the first five questions as they appear in the answer book are marked, but all six questions are answered in full below as a complete study resource.

Question 3 (20 marks)

Question text not reproduced: the examination questions are © Engineers and Geoscientists BC. Open the official past paper (linked at the top of this page) to read the question, then follow the worked solution below.

Working outward from the concrete roof deck, the assembly is: (1) a vapour retarder (self-adhered SBS base sheet, or two-ply asphalt, torched or hot-mopped to the primed deck) so the warehouse's warm interior air cannot migrate up into the roof insulation; (2) tapered rigid insulation (polyisocyanurate, sloped to a minimum 2% grade to positive roof drains, thickness set to meet the NECB/NBCC prescriptive minimum for a low-slope roof in the Toronto climate zone, typically in the RSI 5–6 range); (3) the SBS modified-bitumen membrane itself, specified as a fully-adhered or torch-applied TWO-PLY system (base ply plus cap ply) so a single puncture cannot breach the whole roof; and (4) at every edge, curb and penetration, membrane flashing carried up a cant strip and terminated mechanically under counter-flashing let into a reglet in the brick veneer above, so wind-driven rain cannot get behind the upturned membrane. The critical detail, shown in Fig. 3, is that the roof's own air/vapour control layer must tie in CONTINUOUSLY to the wall's air barrier (the sealed exterior sheathing membrane) at the parapet/abutment — this transition is where the roofing trade and the wall trade routinely stop short of each other's work, leaving a gap that is invisible until the first winter's condensation or the first wind-driven rain event finds it.

gyp/studinsul.air sp.brick veneerConcrete roof deckRigid insulation, tapered to drain (>=2%)SBS modified-bitumen membrane (2-ply, torch-applied)cant stripcounter-flashing (reglet)base flashingair barrier tie-inRoof/wall junction - low-slope SBS membrane roof over concrete deck tobrick veneer / steel-stud wall (Toronto warehouse)
Fig. 3 — Roof/wall junction: low-slope SBS modified-bitumen membrane roof over a concrete deck, tying into a brick-veneer/steel-stud wall (Toronto warehouse).

Potential failures of a low-slope Modified Bitumen roof, and how the design above prevents them:

Ponding water — occurs wherever the deck or insulation fails to maintain positive slope, whether from structural deflection, an inadequately tapered insulation layout, or a blocked drain; standing water accelerates UV/thermal ageing of the membrane and adds unplanned dead load. Prevented by tapering the insulation to a verified minimum 2% grade into adequately sized primary drains, with overflow scuppers as a secondary path if a drain blocks.

Blistering — air, moisture or solvent vapour trapped between plies (interply, the more common mode, see Q1 item 19) or between the membrane and the substrate (interfacial) expands under solar heating and delaminates the membrane. Prevented by installing on a dry, primed substrate, venting the base sheet where the vapour retarder could trap residual moisture, and using fully torched or fully adhered laps rather than spot-mopping.

Splitting or ridging — deck or insulation-board movement (thermal cycling, structural expansion joints) transmitted directly into the membrane where there is no slip sheet or no movement joint carried through the roofing. Prevented by carrying every building expansion joint through the roof with a proper expansion-joint cover, and by staggering insulation-board joints so the membrane is never asked to bridge a straight, unreinforced seam.

Flashing and penetration failures — most low-slope roof leaks originate at flashings, curbs and penetrations (hand-detailed) rather than in the machine-applied field membrane. Prevented by minimizing the number of penetrations at the design stage, using pre-fabricated pipe boots and curb flashings, and terminating every membrane upturn a minimum 200 mm above the finished roof surface with a mechanical termination bar plus counter-flashing — never sealant alone.

Loss of insulation R-value from wetting — once the membrane is breached, water entering the insulation cannot dry (no vapour-open path exists above a fully-adhered cap sheet), and wet insulation loses much of its rated thermal resistance. Prevented by prompt leak investigation and repair, periodic infrared moisture surveys to catch wetting before it spreads, and specifying insulation less sensitive to incidental wetting where the ponding risk cannot be fully designed out.