Information

  • Document No.

  • Audit Title

  • Client / Site

  • Conducted on

  • Prepared by

  • Location
  • Personnel

  • Date & Time:

  • Application No:

  • Address:
  • Lot No: DP No:

  • The work inspected:

  • Council Officer:

  • "Yes" denotes compliance
    "No" denotes non-compliance
    '"N/A" denotes not applicable

  • SITE CONTROLS - General

  • SC01 - Builders sign erected

  • SC02 - PCA sign erected

  • SC03 - Toilet onsite

  • SC04 - Sedimentation controls in place & appropriate

  • SC05 - Single site access managed

  • SITE CONTROLS - Earthworks

  • SC05 - Unprotected cut battered correctly (<2 H:L)

  • SC06 - Unprotected fill battered correctly (<2m H:L)

  • SC07 - Excavation >3m from neighbours buildings

  • SC08 - Excavations DO NOT effect adjacent structures

  • SITE CONTROLS - Consent conditions & previous infnections

  • SC09 - DA conditions complied with

  • SC10 - Previous inspections instructions complied with

  • TIMBER FRAMING - General issues

  • FG01 - Layout as per plan

  • FG02 - All structural details & certification provided

  • FG03

  • TIMBER FRAMING - Floors

  • FF01 - Sub floor ventilation & clearances are adequate (BCA 3.4.1)

  • FF02 - Stumps braced as per plan

  • FF03 - Termite barrier in place

  • FF04 - Bearer tied to stumps correctly & size position as per plan

  • FF05 - Joist size & position as per plan

  • FF06 - Double joists on external load bearing wall lines

  • FF07 - Drilling & notching is not excessive

  • FF08 - Deep joists (D>4W) are blocked

  • FF09 - All connections as per plan / BCA

  • FF10 - Parrallel brick veneer tied at floor level at 300mm centers

  • FF11

  • TIMBER FRAMING - Walls

  • FW01 - Lintels size as per plan / BCA & supported both ends

  • FW02 - Tie down bolts as per plan

  • FW03 - Bracing placed as per plan

  • FW04 - Bracing fixing complies & tensioning correct as applicable

  • FW05 - Bottom plate fixing to joists / slab complies

  • FW06 - Crippled studs are not load bearing, at openings or excessive

  • FW07 - Drilling & notching is not excessive

  • FW08 - Multiple studs at openings, load pts, & nailed @600 centres

  • FW09 - Plate stiffening added to load points as required

  • FW10 - Nogging fixing & offset complies

  • FW11 - Window frames have 10mm clearances & seals in place

  • FW12 - Vaneer ties secured where applicable

  • FW13 - Cavities & weep holes clean & proofing /sarking in place

  • FW14

  • TIMBER FRAMING - Roof / Ceiling

  • FR01 - Roof/ceiling components as per plan

  • FR02 - Bracing placed as per plan/spec & tensioned

  • FR03 - Truss/rafter hold down straps comply

  • FR04 - No load (internal) wall/Truss gap >13mm

  • FR05 - Ceiling joists joins spliced correctly

  • FR06 - Ceiling joists fixed to rafters & top plate correctly

  • FR07 - Ceiling joists fixed to rafters & are evenly spaced

  • FR08 - Top plate lateral support from ceiling joists/truss where unsupported wall scans >2400mm

  • FR09 - Hanging beam fixed by 2 ties & >2M10 bolts each connection

  • FR10 - Hanging beams blocked at each support point

  • FR11 - Rafters are single length members/supports equal spaced

  • FR12 - Hip & Valley Rafter supports by struts & underpurlins

  • FR13 - Ridge boards connection & supports comply

  • FR14 - Collar ties @ 1200mm max where roof >10deg

  • Other instructions & notes:

The templates available in our Public Library have been created by our customers and employees to help get you started using SafetyCulture's solutions. The templates are intended to be used as hypothetical examples only and should not be used as a substitute for professional advice. You should seek your own professional advice to determine if the use of a template is permissible in your workplace or jurisdiction. You should independently determine whether the template is suitable for your circumstances.