Roof Structure and Cladding – Comprehensive Notes (Video 1)

Roof Structure and Cladding – Comprehensive Notes

  • Learning outcomes (from transcript)

    • Discuss the different elements of the roofing system.

    • Identify roof cladding used in New Zealand buildings.

  • Real-world context

    • In New Zealand residential areas, you’ll see many different roof designs and claddings; no two houses have the same roof design.

    • Roofs include protrusions such as chimneys; these affect detailing and flashing requirements.

  • Where trusses come from and how they are delivered

    • Trusses are assembled with nail-plate connectors and are typically factory-made in jigs.

    • Large trusses may be transported in two sections and joined on-site.

    • Follow manufacturer recommendations for joining on-site; poor assembly impairs high performance.

    • On-site erection should maintain verticality; bending of trusses can loosen nail plates and joints.

    • Erection uses a high crane to lift trusses into position vertically; trusses are designed to remain upright once placed.

  • Truss design considerations

    • Primary design goal: carry weight safely. This includes:

    • Self-weight of the truss and timber, and weight of roof coverings (e.g., concrete roof tiles, slate, corrugated iron, etc.).

    • Weight of the ceiling attached to the truss, lighting fittings, and workers on the roof.

    • Wind loads and other dead loads such as snow or hail.

    • Roof structure can be prefabricated (trusses) or framed on-site from members.

    • Traditional practice involved firming up members on-site; modern practice favours prefabricated trusses for quality and speed.

  • Key terminology (roof trusses and framing)

    • Ridge beam: supports rafters at the ridge.

    • Rafters: framing timber parallel to the slope of the roof; provide support for purlins or roof coverings.

    • Purlin: members spanning across rafters or trusses to which roof cladding is attached.

    • Reach: the apex/top section of the truss (ridge area).

    • Rafter: common rafters running from the ridge to the top plate.

    • Top plate: the horizontal timber at the top of the wall framing that the rafters sit on.

    • Bird’s mouth: cut shown where a rafter sits on the top plate; consists of a seat cut (horizontal) and a heel cut (vertical).

    • Hip rafter: rafter located at the hip of a hip roof.

    • Jack rafter: shorter rafters that do not run from ridge to wall plate.

    • Bottom coat: bottom member of the truss (rafters are the top members; tie beams form the bottom of the framed system).

    • Tie beam: bottom tie member connecting rafters; helps form the triangular truss shape.

    • Web members: internal members between the top and bottom chords of a truss (in some designs).

    • Ribbon board: board running along the wall under the roof, providing a mounting surface for rafters.

    • Fascia board: board at the outer edge of the roof eaves, often supporting gutters.

    • Sprocket edges: referenced in the transcript as edges where rafters or joists terminate; related term in some framing systems.

  • Truss types and connections

    • Gusset plates: joints that connect truss members; can be metal or plywood.

    • Pre-fabricated vs on-site joinery: factory-truss joints rely on gusset plates; on-site cutting or drilling of trusses is generally discouraged and may void warranties.

    • Tension vs compression members: some trusses have members designed primarily for tension and others for compression; improper handling can distort the tension/compression balance and lead to failure.

    • Proper erection practice preserves alignment; trusses must be placed in one plane and not bent or rotated during installation.

  • On-site installation guidelines (summary)

    • Trusses must be erected vertically, plumb, and without bow.

    • Cantilever/trusses with asymmetric shapes must be installed correctly (the right orientation).

    • Do not cut or drill trusses after manufacture unless approved by the manufacturer.

    • Wall plates must be firmly bedded on supported walls.

    • Use hardwood shims or wedges to level/tru-truss; wedge on both sides and nail into the top plate.

    • After loading, verify vertical alignment and plumb line; gaps between the line and timber indicate lean.

    • Before final fix, inspect trusses for plumbness and alignment; ensure no bending or twisting remains.

  • Timber treatment and codes

    • Roofing timber is treated to a minimum standard: Boron treatment H1.2 (minimum).

    • This treatment provides termite and decay protection for timber components in roof assemblies.

  • Roof fixings, straps, and connections

    • Straps (tie-downs) secure trusses to the wall frame; dog legs (left/right) are used in true connection details.

    • Connections at the top plate are secured with straps and occasionally dog legs on either side.

    • All strap positions should be tight against the timber; avoid extending straps away from the member they are securing.

    • Bird’s mouth, heel cuts, and seat cuts must be properly formed for correct load transfer.

  • Important design and performance concepts

    • The design aims to prevent ringing (unwanted oscillation) by ensuring forces in truss members meet at nodes in a way that prevents instability.

    • On-site orientation and joint integrity (gusset plates, fasteners) are crucial to prevent joint loosening and potential failure.

    • Wind loads and roof gradient influence uplift forces; flat or low-pitch roofs experience higher uplift in gusty conditions.

  • Wind loads and roof gradients: practical implications

    • Flat roofs tend to generate large negative suction zones when wind passes over them, increasing uplift risk.

    • Increasing roof pitch reduces uplift (negative suction) and improves cladding performance under wind loads.

    • Very low-pitch roofs with lightweight coverings are more susceptible to tie-beam buckling under wind-induced uplift; design must account for tension/compression in truss elements.

  • Roof geometry terms (recap)

    • Ridge: top apex line where two roof planes meet.

    • Gable: triangular wall section at the end of a pitched roof; the “gable end” forms a triangle with rafters.

    • Valley: internal angle where two roof planes meet; requires effective flashing to channel water.

    • Hip rafter: rafters that terminate at the hip corners, forming the outer edges of the roof.

    • Rafters: primary sloped members supporting roof coverings.

    • Top plate: horizontal member at the top of the wall that supports rafters.

    • Seat cut: horizontal cut on the rafter where it sits on the top plate.

    • Heel cut: vertical cut at the end of the rafter against the top plate.

  • Roof cladding, underlays, and weather protection

    • Roof underlay: a plastic membrane beneath the roof cladding; acts as a moisture barrier, catches condensation, and can improve air movement in the roof space.

    • Condensation issue: heat moves upward, condenses on colder roof surfaces, and can cause rust and corrosion if condensation is not managed.

    • E2 external moisture (NZ Building Code context): emphasis on durability and watertight performance; products used must be approved or proven to meet performance requirements before consent.

    • Location of underlay and overlap: underlay should extend over ridge and be overlapped to direct any penetration away from the interior.

  • Roof underlay and condensation: roles and mechanics

    • Absorbs condensation forming in the roof space; reduces rust risk on metal cladding below.

    • Helps reduce dust entry into the roof cavity and improves overall durability of the roof system.

    • In the NZ context, underlays are critical for durability clauses and building code compliance.

  • Roof cladding types and NZ context

    • Common roof coverings in NZ include:

    • Metal roofing sheets (pre-coated/coated with protective finishes).

    • Concrete tiles and clay tiles.

    • Slate tiles (natural or imitation).

    • Shakes and shingles (timber-based products).

    • Rubber and asphalt membranes.

    • Light-transmitting roofing (e.g., polycarbonate sheets).

    • Less common but noted: thatch roofs (primarily in Africa; not common in NZ).

  • Market share and preferences in New Zealand

    • Market share (roughly): red segment = sheet metal dominates; followed by metal-and-concrete roof tiles; other materials (plastic/membrane) are less common.

    • Typical NZ housing uses sheet metal cladding and metal/concrete tiles.

  • Cladding classifications and weight considerations

    • Cladding classifications for roofs follow a light vs heavy framework similar to walls.

    • Light vs heavy roof cladding examples:

    • Light: timber shingles, plastic or metal tiles, lightweight membranes, shakes.

      • Heavy: clay tiles, concrete tiles, slate, single shingles (in some classifications).

    • A practical threshold for heavy cladding by mass per area is approximately 20extkgm−2extto60extkgm−220 ext{ kg m}^{-2} ext{ to } 60 ext{ kg m}^{-2}.

  • Coatings and finishes for metal roofing

    • Finishes: galvanised, zinc-aluminium alloy, aluminized coatings, pre-painted coatings, PVF (polyvinyl fluoride) laminates.

    • PVF coatings (e.g., Stedlar): laminated coatings designed for climatic conditions; may be hard to distinguish from pre-painted finishes in appearance.

    • Coil coating process (long runs): rolling metal through rollers to create continuous coated sheets; enables longer runs and consistent coatings.

    • Short-run production is used for shorter pieces; long-run runs were popular starting in the 1970s due to better technology.

    • Fixings: roof screws with appropriate washers (synthetic rubber washers) are essential to seal penetrations; wrong placement or missing washers can cause leaks and corrosion.

    • Galvanized vs chip-coated finishes: chip-coated finishes have stone-chip top layers; potential for surface wear and micro-cracking if damaged.

  • Metal roof profiles and installation details

    • Common profiles: corrugated troughs, trapezoidal, and other pressed metal tile shapes.

    • Fixing pattern: screws are typically installed along ridges and purlins; avoid penetrating through critical cladding surfaces.

    • Roof battens and underlay sit beneath the metal roof sheets; batten spacing and underlay overlaps are important for weatherproofing.

    • Coating durability: scratches or coating damage exposes steel to environmental conditions and accelerates corrosion.

  • Concrete and slate roof tiles

    • Concrete tiles: strong but require proper framing; most are pre-drilled at factory; avoid drilling on-site whenever possible to prevent weakening.

    • Slate: natural product; durable and aesthetically pleasing but sensitive to UV exposure and copper- or iron-based nails; local suppliers preferred to ensure compatibility and durability.

    • Imported slate can have higher iron content leading to rust or delamination; local NZ slate is typically recommended for UV conditions.

    • Roof tile underlay remains important for durability and weatherproofing; predrilled holes should be used where possible to reduce on-site drilling.

  • Timber shingles and shakes

    • Overlaps must be carefully arranged to avoid water penetration and ensure durability.

    • Fiber cement imitation slate is brittle and can crack when installed on traditional building paper.

  • Light-transmitting roofing and membrane options

    • Light-transmitting roofing provides natural light but can be prone to long-term yellowing or reduced translucency; failure to maintain can compromise visibility and performance.

    • Rubber or EPDM membranes: durable, color options, variable thicknesses; ensure subfloor ventilation to prevent bubbling.

  • Thatch roofs (context and considerations)

    • Not common in New Zealand; more prevalent in parts of Africa for bush environments.

    • Thatch requires specific grass types, proper thickness (minimum around 150extmm150 ext{ mm}), and engineered timber posts.

    • Maintenance and regulatory considerations apply to thatch structures (grass collection, fire risk, etc.).

  • Flashings: purpose, materials, and configurations

    • Flashings are rigid or flexible waterproof materials that drain or deflect water away from joints or penetrations in the cladding system.

    • Common flashing materials: lead, soft zinc, soft aluminum, copper, galvanized sheet, zinc-aluminium steel, stainless steel, synthetic rubber, concrete, and clay cap tiles.

    • Key flashing locations: valleys, roof-wall junctions, roof penetrations (chimneys and vents), changes in roof line, gables, and ridge lines.

    • Valley flashing is essential where two roof planes meet and channel water into gutters.

    • Chimneys require step flashing around the chimney and cover/apron flashings; proper flashing prevents leaks.

    • For flat concrete roofs, counter flashing and precast coping with appropriate flashing are typical details.

  • Chimneys and penetrations: flashing details

    • Step flashing around chimneys with under-flashing and soakers beneath roof tiles.

    • Cover flashing (vertical against the chimney) and apron flashing (downwards below) are used depending on position.

    • When installed properly, flashing prevents water ingress and extends roof life.

  • Valleys and gutters: drainage considerations

    • Valleys channel water from two roof planes; improper flashing or leakage can lead to leaks along the valley.

    • Gutters collect and channel water away from the building; seamless gutters reduce leak points at joints and connections.

  • Special notes on installation quality and code compliance

    • NZ Building Code E2 requires acceptable performance for external moisture; products not approved must be demonstrated as equivalent in performance to approved products.

    • Durability is a critical consideration; the aim is a watertight roof with durable materials and proper flashing details.

    • The choice of cladding and underlay should reflect local conditions (wind, precipitation, UV exposure) and desired aesthetics.

  • Condensation and ventilation considerations

    • Heat transfer moves upward from the interior to the roof cavity; condensation can form on cooler roof surfaces and cause rust or damp issues if not properly managed.

    • Underlay plays a role in moisture management, dust prevention, and condensation control; proper ventilation improves overall durability.

  • Practical implications and connections to broader principles

    • Structural design connects to general load paths: самe principles apply to walls and floors (e.g., load transfer, joints, and fastenings).

    • Ethical/practical implication: use only approved products; if using non-approved products, you must provide evidence to the building consent authority that performance is equivalent.

    • Real-world example: improper flashing around a chimney or valley increases risk of roof leaks in heavy rain events; proper step flashing, counter flashing, and sealants are essential.

    • The importance of material choices (e.g., slate durability, copper nails in slate, local sourcing) highlights long-term maintenance and lifecycle costs.

  • Quick recap: concepts to remember for exams

    • Truss components and terms: ridge beam, rafters, purlin, tie beam, seat cut, heel cut, bird’s mouth, jack rafter, top plate, wall plates, gusset plates.

    • Key design drivers: weight, wind loads, snow, and ceiling/occupant considerations.

    • On-site erection rules: keep trusses vertical/plumb, do not cut/truss post-manufacture without manufacturer guidance, level with wedges on both sides, secure to top plates with nails.

    • Flashing and valley details: step flashing around chimneys, apron/cover flashing, and counter flashing for flat roof coping.

    • Cladding and underlay choices: light vs heavy cladding; typical NZ materials; importance of underlay for moisture control.

    • Maintenance and compliance: E2 external moisture; use of approved products or demonstrable equivalence; durability and weatherproofing.

  • Tutorial preview (from transcript)

    • A short tutorial will follow to review exercises related to on-site truss erection, flashing details, and cladding choices.

  • References to the original content for study purposes

    • Terminology illustrations (ridge beam, rafters, purlins, bird’s mouth, heel/seat cuts, top plate, wall plates, etc.).

    • Visuals showing straps, dog legs, and connections at the top plate and wall frame.

    • Diagrams of wind uplift effects on flat vs pitched roofs and associated implications for tie beam buckling.

  • Key LaTeX recap of numbers and technical values mentioned

    • Purlin spacing example: 370extmmextcenters370 ext{ mm} ext{ centers}

    • Heavy cladding mass threshold: 20extkgm−2extto60extkgm−220 ext{ kg m}^{-2} ext{ to } 60 ext{ kg m}^{-2}

    • Timber treatment: extBoron<br>ightarrowextH1.2ext{Bor on} <br>ightarrow ext{H}_1.2

    • Lead-free and Galvalume coating composition (Zn-Al alloy): ext{Zn} igr= 45 ext{ ext{ a0%}}, ext{Al} igr= 55 ext{ ext{ a0%}}

    • Localized thickness/overlap terms (e.g., 370 mm centers for purlins; 150 mm minimum for thatch thickness when applicable): these are referenced values in the context of the materials described.

  • Final takeaway

    • The roof system is a complex integration of structural members, cladding, underlays, flashings, and drainage details.

    • Correct design choices, precise installation, and adherence to approved materials and codes are essential for a long-lasting, watertight roof.

    • The next tutorial will focus on practical exercises to reinforce these concepts.