Building inspection report - 267 Taylor St, Wilsonton - tack room

   -   Roof batten to rafter – fix with minimum 1/75mm No 14 Type 17 screw, 50mm penetration
       to rafter.

   Note: All connections are to be in conformance with AS1684.2 requirements. It is the
   builder/removalists responsibility to ensure that the existing building infrastructure is in sound
   condition and any timber deemed unsatisfactory be replaced in accordance with the minimum
   requirement outlined above, or as specified in AS1684.2 and sound building practice.

   Summary:

   Based on the inspection carried out, it is my professional opinion that the building is in a sound
   condition, suitable for removal and re-establishment at the proposed new site with an estimated
   maximum wind classification of N3 and in accordance with AS 1170.2.

   Generally however, the following comments are noted:

   -the main structural members such as floor, wall and roof framing appear to be in a sound
   condition and are adequately sized for the spans, with the following comments:

       -minimum tie down requirements as noted above.

   -when moved to the new location, the building is to be low set and supported on engineer
   designed stumps as detailed on Anstey Design drawing number 20203 dated 25 September
   2020.

   -roof sheeting & guttering to be replaced.

Transport considerations:

   -the building should be transported in one piece (approximately 5.0m long x 4.5m wide) due to
   the compact size and layout of the building and design of the framing, with appropriate
   transport bracing.



   For any further enquiries, please contact the undersigned.

   Yours faithfully




   Russell Anstey

   BE Civil MIE Aust

    CPEng NPER No 70471

    RPEQ No 4212