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Introduction to building Estimating in South Australia

2

ArchitecturalFloor plan

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Architectural plan building details

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Architecturalelevations

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Truss Layout via Pryda software

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Truss Report via Pryda software

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Conventional manual layout with trusses

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Production Truss plan used for manufacture- Critical measurements shown

Council Truss plans- Loads and engineering shown

Truss “T4”

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Truss “T10”

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How the plans look on site

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12

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Truss to conventional hip end

Truss T 4

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Truss to conventional hip end (close up)

Truss “T4”

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Truss to conventional hip end(Halfway point)

Truss “T10”

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Truss T10

Truss to conventional hip end(side view truss “T10”

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Steel Facia

Hip end & Steel Facia

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Valley boards

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Panel “N”

Pryda software wall layout

20Wall frame panel “N” Engineering for the lintel, for the size

Pryda software Engineering-Based on wind speed and loading

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Wind speed is indicated on the architectural drawings

Residential categories are:28 Km/h (N1)33 Km/h (N2)41 Km/h (N3)

The wind speed determines both bracing and beam loading for the building

Strip bracing OS panel bracing

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OS Bracing

Lintel

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Timber take-off list

Computer Manual

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The Building process on site

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Strip bracing

Top plate bracing

Bottom plate

Truss tie down

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Finished valley , Facia and gutters

Underside of eaves, facia and gutter

Brick work Tied to frame

27

Fully trussed roof

Non-load bearing internal wall

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Typical multi dwellingMulti storey site- Scaffolding

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Floor trusses

2 StoreyBracing &Tie downs

Plumbing to be taken into considerationwith floor trusses

30

Party fire walls between buildings

Fire check13 & 16mm

Shaft liner25mm