W6107 de f15.pdf - form 15 frame design · OPW16/0220

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5. Building certifier reference number              Building certifier reference number



6. Competent person details                         Name (in full)
A competent person for building work, means a
person who is assessed by the building certifier
for the work as competent to practise in an
                                                     Ray Williams.
aspect of the building and specification design,    Company name (if applicable)                             Contact person
of the building work because of the individual’s
skill, experience and qualifications in the          Sunrise Design Qld Pty Ltd.                              Ray
aspect. The competent person must also be
registered or licensed under a law applying in      Phone no. business hours              Mobile no.                        Fax no.
the State to practice the aspect.                    5442 5930                                                               5442 5934
If no relevant law requires the individual to be    Email address
licensed or registered to be able to give the
help, the certifier must assess the individual as
having appropriate experience, qualifications or
skills to be able to give the help.                 Postal address
If the chief executive issues any guidelines for     PO Box 621, Cooroy.
assessing a competent person, the building
certifier must use the guidelines when                                                                                       Postcode Q 4563
assessing the person.
                                                    Licence or registration number (if applicable)
                                                     RPEQ 2166
7. Signature of competent person                    Signature                                                        Date
This certificate must be signed by the individual                                                                      September 27, 2016
assessed by the building certifier as competent.




              The Building Act 1975 is administered by the
              Department of Infrastructure and Planning
                                                                                                       Department of Infrastructure and Planning

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       Report No:    W6107 de.
       Client Name: K Grandemange
       Report Date: September 27, 2016
       Site Address: No 61 Morinda Circuit, Noosaville.

                                             Structural Details.


                                              Tie down
 Connection                Max kN            Fixing – beams are to fixed        Uplift         Joint
                           Uplift force      both ends                          value kN       group
 Trusses to top plate &    na                As per truss manufacturer’s        na             na
 beams                                       specifications.
 Main roof [email protected]               30x0.8 GI strap with 4/2.8 mm      4.7            JD4
 900mm centres max                           nails per face or fix with joist                  min
                                             hangers 6 nails per face
 Deck [email protected]               2 x framing anchors with 4/2.8     5.9            JD4
 900mm centres max –                         mm nails per face                                 min
 to verandah plate
 Deck battens to trusses   2.37 max          1x75mm long                        3.6            JD5
 @ 900mm centres                             batten screw
 Top plates to slab                          M12 threaded rod @ 1200mm          20+            JD4
                                             centres maximum & within                          min
                                             100mm of lintels beside
                                             openings
  SHS to bearer to roof    21                2M16 gal bolts                   20 min          JD4
  beams                                                                                       min
* Trusses, battens & tie down to top plate & speedy brace as truss manufacturer’s specifications.


       Structural Drawings

       GENERAL

       1. At all stages of construction including wall construction, slab preparation, concrete pouring
       and roofing, whole or partly constructed house elements must be fully supported against all
       short or long term loads such as wind loading, self weight material, construction equipment,
       building materials and construction personnel against failure or distortion of structural
       elements. Adequate care must be taken to protect construction and other personnel against
       injury.


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2. The structural elements have been drawn to approximate scales but sizing should not be
done by scaling off the structural drawings, the architectural drawing should be consulted for
this purpose – the structural design is my interpretation of the architectural drawings.

3. These drawings do not contain details of damp proofing, moisture barriers or termite
protection. These details should be incorporated into the structure to the relevant, current
Australian Standards, Local Authority requirements and Building Code of Australia.

4 All tradesmen should be appropriately qualified and their workmanship shall comply with
the relevant, current Australian Standards, Local Authority requirements and the Building
Code of Australia.

STEELWORK

1. Unless noted otherwise, steelwork including steel beams, steel brackets, rods, bolts, nuts,
washers, screws, nails etc shall be hot-dip galvanized or coated with an approved hot-applied
zinc-alume treatment.

2. All site welding and/or damage to the protective coating shall be cleaned back and re-coated
with an approved protection system. A protective system or remedial work shall be first
approved by the engineer before commencing.

3. In exposed areas or where specified on the drawings metal fixings shall be stainless steel
grade 304.

TIMBER SPECIFICATION

All timber and connections must comply with Residential Timber Framed Construction Code
AS1684.2 requirements and relevant proprietary timber manuals.

Note: Where fixings are not shown nominal fixings as per AS1684.2 table 9.4 (Nominal
Fixings for Timber Members) are recommended.

All exposed timbers must be CCA treated or paint protected. All bracing walls must be
anchored to upper roof/floor and to lower floor diaphragms with an appropriate anchoring
system as recommended per the AS1684.2 manual.

Custom made laminated beams must be installed as per manufacturer ’s specifications.

FOOTINGS               Refer to footings and retaining wall design where
                       appropriate - separate notes attached.

WATERPROOFING. Waterproofing shall be as per Building Code of Australia.

TERMITE CONTROL. Termite control as per AS3660.1 – Protection of Buildings from
Subterranean Termites.



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MASONRY SPECIFICATION.

Construction:                masonry work to comply with AS3700.
Masonry Unit Strength:       f'uc = 15mPa (unconfined strength)
Mortar:                      cement 1, lime 1/2, sand 41/2 + methyl cellulose water
thickener
Grout:                       f'c = 20mPa (confined test) with 10mm aggregate with pouring
                                     consistency & a minimum cement content of
300kg/cubic metre
Steelwork cover:                        as indicated on drawings but not less than 20mm from
                                the face of the grout to the reinforcement face.
Reinforcement laps:             deformed bars - 40 times* bar diameter
Grout placement & compaction, careful placement to avoid segregation & disturbance of
mortar joints and compact with a 25mm rod. Note - all lintels must be fully propped during &
for a minimum of 14 days (or for longer if required) after the construction of upper walls,
slabs, roofs or other structural elements.




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