NZ4202 - Unitec

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SNZ NZSw4202 95 m 8583169 0042484 45T m Issued June 1995 NZS 4202: 1 995 6.3.2 Measurement procedure The following shall be measured separately: 6.3.2.1 Foundations and footings, for each type. 6.3.2.2 Small bases, fence posts, shallow piles and the like, for each type. Where not exceeding 0.2 m3 they shall be enumerated. 6.3.2.3 Machine bases and the like. The total number and the minimum and maximum sizes shall be stated in the description. 6.3.2.4 Bedding to structural steel or metalwork shall be enumerated and the size stated. 6.3.2.5 Slabs, for each thickness. If finished to falls or crossfalls, this shall be stated and the averagethickness given. The measurement shall betakenacross beams. Wherethe slope exceeds 15 degrees, the angle of pitch shall be given. 6.3.2.6 Beams, lintels, columns and piers shall each be measured separately. The measurement of beams and lintels shall exclude the thickness of the floor ortopping. Columns and piers cast integrally with walls shall be measured with the wall and this shall be stated in the description. --`,,``,,,,,,``,``,`,,,`,,,`,-`-`,,`,,`,`,,`--- 6.3.2.7 Walls, stating thickness. 6.3.2.8 Retaining walls, stating thickness. 6.3.2.9 Bands, cornices and projections where not integral with the surrounding concrete. 6.3.2.1 O Steps and staircases including strings, soff its, balustrades and landings. 6.3.2.1 1 Channels, stating the shape, width, and average depth. 6.3.2.12 Upstands and kerbs. Where not exceeding 0.05 m2 in section they shall be measured in metres including formwork. 6.3.2.13 Blinding concrete shall be measured in square metres with the thickness stated. Copyright Standards New Zealand Provided by IHS under license with SNZ Document provided by IHS Licensee=<strong>Unitec</strong> Inst of Technology/5911177001, 03/02/2005 18:31:52 MST Questions or comments about this message: please call the Document Policy Group at 303-397-2295. 6-2
SNZ NZSti.1202 95 W 8583169 OOY2485 396 NZS 4202: 1 995 Issued June 1995 6.4 FORMWORK 6.4.1 General principles 6.4.1.1 Unless otherwise provided, formwork shall be scheduled in square metres and shall be measured as the actual surface area in contact with the concrete. Profiled surfaces shall be measured flat overall. 6.4.1.2 Deductions shall be made for openings of 2.0 m2 and over. 6.4.1.3 Formwork shall be measured separately for each type of finish. 6.4.1.4 Applied finishes or after-treatment shall be scheduled separately. 6.4.1.5 Fillets not exceeding 50 mm on face shall be included in the description of formwork. Fillets, chamfers and the like exceeding 50 mm but not exceeding 300 mm shall be scheduled in metres and in square metres if exceeding 300 mm. 6.4.1.6 Raking or circular cutting, rounded or moulded edges shall be scheduled in metres. Moulded stoppings shall be enumerated. The radii shall be stated. 6.4.1.7 Deductions shall not be made for intersections of columns with beams or for similar junctions where they are of different widths. Narrow width items shall not be scheduled where caused by such intersections. 6.4.1.8 Circular cutting shall be scheduled in metres at junctions of rectangular with curved members. 6.4.1.9 Formwork specified to be left in place shall be scheduled separately. 6.4.1.10 Single sided formwork over 1 .O0 metre in height shall be scheduled separately. 6.4.1.1 1 Formwork in confined spaces shall be scheduled separately. 6.4.1.12 Formworkto soffitsof cambered beams orslabs, where specified, shall be scheduled separately. 6-3 Copyright Standards New Zealand Provided by IHS under license with SNZ --`,,``,,,,,,``,``,`,,,`,,,`,-`-`,,`,,`,`,,`--- Document provided by IHS Licensee=<strong>Unitec</strong> Inst of Technology/5911177001, 03/02/2005 18:31:52 MST Questions or comments about this message: please call the Document Policy Group at 303-397-2295.
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