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Tier 5 · Architectural Design and Building Science

Water control and drainage continuity

Why the water control layer must be continuous, which code sections and publisher values govern flashing, weeps and gaps, how to run a continuity check on a drawing set, and how to document it before the wall is covered.

4 lessons · about 46 min · 14 diagrams · 6 videos

Version 1.0.0

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Lessons

0 of 4 complete

  1. Lesson 1 · 10 min · 9 slides · 8 questions

    Water control and drainage continuity: principles and terminology

    Why continuity matters more than any single material, the three rain-control strategies, where a wall is interrupted, the terms for the pieces that carry water out, who decides, and the fall-protection boundary for site visits.

    You will be able to: Explain why the water control layer must be continuous, name the places it is interrupted, define the flashing and drainage terms a detail depends on, and say who decides what on a project.

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  2. Lesson 2 · 13 min · 12 slides · 10 questions

    Water control and drainage continuity: materials, standards and design constraints

    The IBC and IRC sections for flashing, weeps and metal thickness; the standards for non-metal flashing; the specification sections to coordinate; and why gap sizes and weep spacing depend on the source.

    You will be able to: Find the code sections that govern flashing and drainage, tell a code requirement from a publisher recommendation, and read gap sizes, weep spacing, laps and metal thickness against the document that sets them.

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  3. Lesson 3 · 12 min · 12 slides · 8 questions

    Water control and drainage continuity: methods and worked application

    An eight-step continuity check, the installation checks for through-wall flashing, six worked examples with every input labelled, and the continuity schedule that records the result.

    You will be able to: Run an eight-step continuity check on a drawing set, run the IMI installation checks for through-wall flashing, and work the numbers for weeps, laps, head flashing length, flashing height, sill slope and metal thickness.

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  4. Lesson 4 · 11 min · 9 slides · 9 questions

    Water control and drainage continuity: defects, verification and case study

    Defects that break water control continuity, the checklist and photographs that document it before concealment, and a constructed lintel case worked step by step against code and publisher values.

    You will be able to: Recognize the common continuity defects at openings, wall bases, weeps and roof-wall joints, document evidence before the wall is covered, and work a constructed lintel case from defects to a sourced target condition.

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Practical task

Run a continuity check on one wall section from a project drawing set or an example detail you choose: a masonry veneer wall with an opening and a roof-wall joint. Record every input and say whose value each number is.

Hand in

  • A marked-up section showing the water control layer, every interruption, the piece that hands water out at each one, the laps, the end dams, the weeps and the drip.
  • A continuity schedule with one line per interruption: location, detail reference, layer upstream and downstream, lap and seal, end condition, exit and source.
  • A code and recommendation table naming the edition you assumed, and marking each value as code or as a publisher recommendation.
  • A worked calculation for weeps on a run, pieces for a through-wall run and head flashing length, with inputs, units and assumptions stated.
  • An inspection checklist of what to photograph before concealment, and a defect analysis of the lintel case in lesson 4 with the sourced target condition.

Rubric

CriterionMeets the standard when
ContinuityTraces the water control layer through every interruption and names the piece that hands water out at each one, with the specification section that supplies it.
Laps and endsShows the upper piece lapped over the lower, laps sealed as the publisher or maker states, and end dams at every discontinuous end.
ExitPlaces weeps immediately above the flashing at a stated spacing, shows the drip beyond the face, and says whether the spacing is the code maximum or a recommendation.
Numbers and sourcesLabels every value as the code's, a publisher's, an AFS register value or an example input, and does not carry a number from one document to another.
CalculationsRounds weeps and pieces up, shows the lap subtracted from each added piece, and compares thickness with the code minimum using stated inputs.
Evidence and roleLists the photographs keyed to the schedule and leaves the repair detail to the designer of record.

Module quiz

10 questions drawn from a bank of 35; a new set each attempt. Pass mark 80%.

1. The wall's water control layer must connect with the water control layer of what, according to BSC?
2. At what height above a lower level does OSHA 1926.501(b)(1) call for fall protection at an unprotected edge?
3. Which pair of Division 07 sections does the AFS Spec Writer offer for flashing?
4. Where is a weep placed relative to a flashing?
5. Does a flashing 12 in above finished ground meet the IBC 1404.4.2 limit of not more than 10 in?
6. What does a screened-drained wall assume about rain?
7. What does BSD-013 say about leaks at lapped joints of rigid flashing?
8. How far does a 15 degree sill slope drop over a 4 in depth?
9. How long is the shortest head flashing for a 48 in opening, extended 2 in past each jamb?
10. What does BIA Technical Note 7 say is the least height to turn up the ends of a discontinuous flashing?