Unit of competency Outline

Date retreived
22/07/2026 8:52 AM AWST

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Apply structural principles to commercial low rise constructions

Apply structural principles to commercial low rise constructions

Unit of competency
National Code
CPCCBC4011B
State Code
D7339
TGA Status
Replaced
DTWD Status
Replaced
Current Release Number
1.00
Current Release Date
19/05/2011
State Implementation and Classification
Approved Date
27/09/2011
Field of Education
040301 - Building Science And Technology
Original Release Date
27/09/2011
Nominal Hours
80
Description
This unit of competency specifies the outcomes required to apply structural principles to the erection or demolition of low rise projects of a more complex nature than single residential dwellings, which are typically commercial structures classified in the Building Code of Australia (BCA) as Classes 2 to 9 with a gross floor area not exceeding 2000 square metres but not including Type A or Type B construction. Knowledge of the application of structural principles in accordance with Australian standards is essential.
Notes
Elements and Performance Criteria
1. Apply structural principles to the planning of the erection or demolition of a structure.
  • 1.1. Main structural principles that apply to erection or demolition of a low rise commercial structure are identified.
  • 1.2. Structural performance of a structure is described in terms of the effect of section properties on various materials and their related construction methods.
  • 1.3. Structural performance characteristics of slabs, beams, columns and retaining walls are explained and applied to planning of the construction work.
  • 1.4. Demolition of existing structures is coordinated in accordance with safe work practices and legislative, environmental and planning requirements.
2. Analyse and plan for the structural integrity of Class 2 to 9 buildings.
  • 2.1. Relevant industry professionals are consulted as required to provide advice regarding the design process and structural integrity of proposed commercial low rise building.
  • 2.2. Project documentation is collected and analysed to assist in the analysis of plans and specifications.
  • 2.3. Project documentation is analysed for compliance with BCA requirements for bushfire, high wind, earthquake and alpine environments.
  • 2.4. New and emerging building technologies are assessed for application to the construction process and their compliance with BCA requirements and Australian standards.
  • 2.5. Pre-commencement site inspection is conducted to confirm analysis.
3. Plan, coordinate and manage laying of footing systems.
  • 3.1. Footing systems are set out in accordance with building's plans.
  • 3.2. Structural integrity of the footings specified in building's plan is assessed for compliance with relevant codes and accepted industry construction principles.
  • 3.3. Footings specified in building's plan are laid and checked for compliance with project documentation.
  • 3.4. Damp coursing and provision of termite barriers and other relevant techniques are planned, implemented and checked in accordance with codes, standards and industry practice.
4. Plan, coordinate and manage laying of floor system.
  • 4.1. Floor system components specified in building's plan are assessed for structural integrity and compliance with relevant codes and accepted industry construction principles.
  • 4.2. Laying of structural floor system specified in building's plan is supervised and checked for compliance with project documentation.
5. Plan, coordinate and manage the building of structural wall systems and wall cladding systems.
  • 5.1. Technical construction principles and performance characteristics of structural wall systems and wall cladding systems are identified and analysed in the planning of the building and construction project.
  • 5.2. Processes for erecting wall systems and wall cladding systems are identified, implemented and checked for compliance with manufacturer specifications and relevant Australian standards and codes.
  • 5.3. Building plans and relevant standards and codes are identified and implemented to ensure appropriate allowances have been made for relevant services to be installed.
  • 5.4. Windows and external doors are installed in compliance with relevant codes, manufacturer specifications and accepted industry construction principles.
6. Plan, coordinate and manage the building of structural roof systems and roof cladding systems.
  • 6.1. Structural integrity of the structural roof system and roof cladding system components specified in building's plan is assessed for compliance with relevant codes and accepted industry construction principles.
  • 6.2. Construction of roof system and roof cladding system, including details of service penetrations, skylights and roof ventilators, is planned, implemented and checked in accordance with building plan's requirements, type of roof being constructed, relevant codes and accepted industry construction principles.
  • 6.3. Processes are put in place and managed to ensure quality of finished roof system.
RANGE STATEMENT
The range statement relates to the unit of competency as a whole. It allows for different work environments and situations that may affect performance. Bold italicised wording, if used in the performance criteria, is detailed below. Essential operating conditions that may be present with training and assessment (depending on the work situation, needs of the candidate, accessibility of the item, and local industry and regional contexts) may also be included.
Structural principles include:
loads and loading
section properties
behaviour of structural materials
performance of beams
performance of columns
performance of roof trusses
principles of formwork
solution of force systems
wind bracing.
Low rise commercial buildings as described within the BCA are:
Classes 2 to 9
with a gross floor area not exceeding 2000 square metres, not including Type A or Type B construction.
Materials and their related construction methods may include:
brick veneer and cladding over timber-framed and lightweight section steel-framed construction
cavity brick construction
earth-wall construction
lightweight concrete construction, such as construction of autoclaved aerated concrete (AAC)
pole frame construction
portal frame construction
post and beam construction
post and truss construction
single-leaf (reinforced) masonry construction
tilt-slab construction.
Industry professionals include:
architects
draftspersons
engineers
quantity surveyors
surveyors.
Project documentation includes:
building approval plans
contract plans
design and specifications
engineer's footing design and specifications
original contour survey plans
registered plans
retaining walls and tanking design and specifications
site plans
soils investigation reports
structural floor systems, wall systems and roof systems
underpinning, rock anchors and shoring design and specifications.
Footing systems include:
concrete slab floors
drilled or driven piles
mass concrete piers
reinforced concrete piers and beams
screw piles
waffle pod slabs.
Structural floor system includes:
brick bases
engineered timber products
panel systems of concrete and AAC
suspended and slab-on-ground concrete slab floors
timber and steel floor construction.
Structural wall systems include:
composite walls featuring tilt-slab, post and beam, pole and truss and portal frame
earth walls, including rammed earth and mud brick
framed walls incorporating timber, engineered timber products and lightweight section steel
masonry walls incorporating cavity brick, single-leaf masonry and lightweight concrete (AAC).
Wall cladding systems include:
boarding
coatings over base materials
sheeting
tilt-slab
unfired, fired and autoclaved masonry.
Relevant services may include:
ducting for heating and cooling
electrical, electronic and communication systems
extractive vacuum and exhaust systems
passive and active fire detection and prevention systems
plumbing and drainage
powered systems for operating doors and windows
smoke control and containment systems.
Structural roof system includes:
for roof types including:
gable including dual pitch
hip
north light
rafter and purlin
skillion
prefabricated and site fabricated trussed roof framing.
Roof cladding system includes:
concrete, clay and metal tiles
shakes and shingles
short and long run metal sheeting.
EVIDENCE GUIDE
The evidence guide provides advice on assessment and must be read in conjunction with the performance criteria, required skills and knowledge, range statement and the Assessment Guidelines for the Training Package.
Overview of assessment
This unit of competency could be assessed by the effective application of structural principles and concepts for erection and demolition in accordance with the range of variables and application in a low rise building project.
This unit of competency can be assessed in the workplace or a close simulation of the workplace environment, provided that simulated or project-based assessment techniques fully replicate construction workplace conditions, materials, activities, responsibilities and procedures.
Critical aspects for assessment and evidence required to demonstrate competency in this unit
A person who demonstrates competency in this unit must be able to provide evidence of the ability to:
assess structural integrity of a variety of structures found on building and construction sites
apply structural principles behind the safe erection and demolition of low rise structures classified within the BCA as Classes 2 to 9 with a gross floor area not exceeding 2000 square metres but not including Type A or Type B construction
apply technical construction principles to the appropriate selection, integration and building in of construction elements and components
coordinate, plan, implement and check building of a low rise structure.
Context of and specific resources for assessment
This competency is to be assessed using standard and authorised work practices, safety requirements and environmental constraints.
Assessment of essential underpinning knowledge will usually be conducted in an off-site context.
Assessment is to comply with relevant regulatory or Australian standards' requirements.
Resource implications for assessment include:
documentation that should normally be available in either a building or construction office
relevant codes, standards and government regulations
office equipment, including calculators, photocopiers and telephone systems
computers with appropriate software to view 2-D CAD drawings, run costing programs and print copies
technical reference library with current publications on measurement, design, building construction and manufacturers' product literature
suitable work area appropriate to the construction process.
Reasonable adjustments for people with disabilities must be made to assessment processes where required. This could include access to modified equipment and other physical resources, and the provision of appropriate assessment support.
Method of assessment
Assessment methods must:
satisfy the endorsed Assessment Guidelines of the Construction, Plumbing and Services Training Package
include direct observation of tasks in real or simulated work conditions, with questioning to confirm the ability to consistently identify and correctly interpret the essential underpinning knowledge required for practical application
reinforce the integration of employability skills with workplace tasks and job roles
confirm that competency is verified and able to be transferred to other circumstances and environments.
Validity and sufficiency of evidence requires that:
competency will need to be demonstrated over a period of time reflecting the scope of the role and the practical requirements of the workplace
where the assessment is part of a structured learning experience the evidence collected must relate to a number of performances assessed at different points in time and separated by further learning and practice, with a decision on competency only taken at the point when the assessor has complete confidence in the person's demonstrated ability and applied knowledge
all assessment that is part of a structured learning experience must include a combination of direct, indirect and supplementary evidence.
Assessment processes and techniques should as far as is practical take into account the language, literacy and numeracy capacity of the candidate in relation to the competency being assessed.
Supplementary evidence of competency may be obtained from relevant authenticated documentation from third parties, such as existing supervisors, team leaders or specialist training staff.
Replaces
State Code National Code Title Type
W9248 CPCCBC4011A Apply structural principles to commercial low rise constructions Unit of competency
Replaced By
State Code National Code Title Type
OCR28 CPCCBC4010 Apply structural principles to residential and commercial constructions Unit of competency