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Recent RFI Items

  • B2 - Subfloor - crawl space

    Please clarify a minimum of 450mm crawl space has been considered to allow visual inspection to show compliance with NZS3604:2011 Section 6.14.4.

    Created 6 days, 11 hours ago

  • D1 - Public counters for accessibility

    Please provide further information on the public counters for accessibility, showing all required dimensions and signage.

    Created 1 week, 2 days ago

  • B2 - Subfloor ventilation

    Please provide evidence that adequate subfloor ventilation for the existing subfloor system will be maintained after some vents are blocked by the proposed slab, to demonstrate compliance with NZS 3604:2011 Section 6.14.

    Created 2 weeks, 1 day ago

  • F6 - Emergency lighting

    Please provide the emergency lighting plan and the quality assurance documentation (PS1) for the entire firecell to demonstrate compliance with NZBC Clauses F6 and F8 for the new layout.

    Created 3 months, 3 weeks ago

  • F7 - Fire alarm system

    Please provide comprehensive supporting documentation for the fire safety system design, including the producer statement, fire alarm layout (indicating fire alarm devices, manual call points, alarm horns, the fire information panel, etc.), fire system specifications, and a written acknowledgement confirming that a PS3 will be provided.

    Created 3 months, 3 weeks ago

  • B1 - Roof truss loadbearing reactions

    The loadbearing reactions from some trusses exceed 16 kN, which is beyond the scope of NZS 3604:2011 Clause 10.2.2.2(d). Please provide further information addressing the adequacy of support and fixings for point loads (greater than 16kN) in both downward and upward directions to demonstrate the compliance with NZBC Clause B1.

    Created 5 months, 2 weeks ago

  • C - Solid fuel heater

    Please provide the specifications of the proposed free-standing fireplace and flue kit.

    Created 5 months, 3 weeks ago

  • B1 - Bracing distribution

    Distribution of bracing elements throughout the building need to be improved as per NZS3604:2011 Section 5.4.3, bracing elements shall be located as close as possible to the corners of external walls and distributed evenly throughout the building.

    Created 9 months, 1 week ago

  • B1 - Bracing calculation

    When the roof pitch is greater than 25°, roof dimensions should be used to calculated the wind bracing demand. Please refer to NZS3604:2011 Section 5.2.6.

    Created 9 months, 2 weeks ago

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