w6107de.pdf - frame design · OPW16/0220

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Report No: W6107 de.
Client Name: K Grandemange
Report Date: August 24, 2016
Site Address: No 61 Morinda Circuit, Noosaville.

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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 + melthyl cellulose water thickener
Grout, f'c = 20mPa (confined test)with 10mm aggregrate with pouring consistency & a minimum
cement content of 300kg/cubic metre
Steelwork cover, as indicated on drawings but not less than 20mm fromthe face of the grout to the
reinforcement face.
Reinforcement laps, deformed bars - 40 times* bar diameter Grout placement & compaction, carefull
placement to avoid segregation and disturbance of mortar joints and compact with a 25mm rod.
Note - all lintels must be fully propped during & for a mimimun of 14 days (or for longer if required)
after the construction of upper walls, slabs, roofs or other structural elements




                                             Report No: W6107 de.
                                             Client Name: K Grandemange
                                             Report Date: August 24, 2016
                                             Site Address: No 61 Morinda Circuit, Noosaville.

Page 4

Report No: W6107 de.
Client Name: K Grandemange
Report Date: August 24, 2016
Site Address: No 61 Morinda Circuit, Noosaville.