Ability Building Services Bill of Quantities

Transcription

1 Page 1 of General Notes EUROPEAN HOUSE BORER ************************************************************************* The Department of Housing & Works recommends that in areas where the European House Borer infestation has been detected TREATED radiata pine should be used. For more information on the borer and the restricted movement zones please refer to or contact the freecall EHB Hotline on For information on treatment options please refer to the Department of Housing & Works or phone ************************************************************************* Estimating disclaimer for estimates & quantities The estimate is a prediction of the Net Cost or Quantities for the proposed construction. (not an offer to carry out the construction) All care is taken when preparing estimations and quantities, but due to different methods of construction, prices, requirements and variations. Estimates & Quantities are provided on the understanding that they are based on an estimation & quotes should be obtained where ever possible. Although all care is taken such estimates & quantities may be subject to inaccuracies. It is the client's responsibility, to ensure the subcontractor checks that quantities are correct and sufficient for the requirements of the project prior to placing orders or contracting tradesmen. All construction to be carried out in accordance with the Building Code of Australia. All Roof layouts over 35 0'0" (700rise/1000run) exceed the design parameters of as and are to be verified by a practising certified engineer. We also disclaim any liability for loss or damage arising from any error or omission. Whether resulting from negligence, default or otherwise however caused or resulting E WALL PLATE 70 X 45 MGP10 PINE m 0 1

2 Page 2 of 6 1/21.0 1/13.2 1/10.5 1/9.0 1/6.6 3/6.0 1/5.4 1/5.1 1/4.5 5/4.2 3/3.9 4/3.6 4/3.3 2/3.0 1/2.4 4/2.1 7/1.8 3/1.5 2/1.2 10/0.9 6/0.6 4/0.3 Plate to steel beams 1/ CEILING JOIST 90 X 35 MGP10 PINE m /9.3 10/6.9 9/6.6 21/6.3 10/4.5 26/4.2 6/3.6 12/3.3 2/3.0 2/2.1 2/1.8 2/1.5 4/ X 45 MGP10 STRUCTURAL GRADE PINE 1.2 m 0 1 Bolt Plate 2/ x 45 PINE CCA (MGP10) (TREATED HAZARD LEVEL 3) Bolt Plate 14.4 m 0 1 2/4.2 1/3.0 1/2.4 1/ HANGER 120 X 35 MGP10 PINE 6.9 m 0 1 1/1.8 2/1.5 1/1.2 1/ HANGER 170 x 35 MGP10 PINE 38.7 m 0 1 2/3.0 2/2.7 7/2.4 5/ HANGER 190 x 35 MGP10 PINE 18.6 m 0 1 2/3.3 4/ HANGER 240 x 35 MGP10 PINE 14.4 m 0 1 1/3.9 2/3.6 1/ RAFTERS 120 x 35 MGP10 PINE m /8.1 1/7.5 5/7.2 3/6.6 4/6.3 1/5.7 4/5.4 6/4.8 4/4.5 2/4.2 4/3.9 8/3.6 12/3.3 3/3.0 7/2.7 5/2.4 4/2.1 11/1.8 9/1.5 4/1.2 9/0.9 10/0.6 1/ RIDGE 170 x 35 MGP10 PINE 13.2 m 0 1 1/3.9 2/3.3 1/1.8 1/ UNDERPURLINS 96 x 51 WESBEAM LVL E-PURLIN 79.5 m 0 1 1/8.4 1/8.1 1/6.9 1/6.3 2/6.0 1/4.5 2/3.9 1/3.6 3/3.3 1/3.0 1/2.7 1/2.4 1/2.1 1/ STRUTS 63 x 65 WESBEAM LVL E-STRUT 99.9 m 0 1

3 Page 3 of 6 11/4.5 14/ COLLAR TIES 90 x 35 MGP10 PINE 33 m 0 1 5/3.3 3/2.7 4/ HIPS 170 x 35 MGP10 PINE 66.9 m 0 1 1/8.7 1/8.1 1/7.8 1/6.0 1/5.7 2/4.8 1/4.2 2/3.3 1/3.0 3/ VALLEYS 170 x 35 MGP10 PINE 21 m 0 1 1/8.1 1/5.4 1/4.8 1/ VALLEY BOARDS 150 x 25 SAWN PINE 42 m 0 1 2/8.1 2/5.4 2/4.8 2/ BOX GUTTER BOARDS 150 x 25 SAWN CCA PINE 33.6 m 0 1 2/4.8 2/4.2 2/3.0 2/2.4 2/1.2 4/ EAVES TRIM 70 x 35 MGP10 PINE 57.6 m / x 30 TREATED & PRIMED BARGE DRESSED & 1.2 m 0 1 GROOVED [TREATED HAZARD LEVEL 3) 1/ x 38 WESBATTEN Dry Sawn Pine ROOF BATTENS TO SUPPORT METAL ROOF COVER Roof Battens to Hips m 0 1 2/8.7 2/8.1 2/7.8 2/6.0 2/5.7 4/4.8 2/4.2 4/3.3 2/3.0 6/2.4 Roof Battens to Valleys 2/8.1 2/5.4 2/4.8 2/2.7 Roof Battens to support metal roof cover 77/ PLEASE NOTE:

4 Page 4 of 6 ****** MUST BE ADDED TO SUPPLIERS QUOTE ****** ********** ASSUMPTIONS ********** - It is the builder's responsibility to check that layout's & quantities are correct and sufficient for the requirements of the project prior to placing orders. - All work to be carried out in accordance with the Building Code of Australia. - Roof Layouts with a pitch over 35 0'0" (700rise/1000run), or building width over 16000mm, or walls exceeding 3000mm (floor to ceiling), or exceeding 2 storeys high exceed the design parameters of AS and are to be verified by a practising certified engineer. - Floor systems above ground 400mm clearance required only where termite barriers are installed that need to be inspected on sloping sites celearance may be reduced to 150mm within 2m of external walls in accordance with Building Code of Australia Figure Diagram b - Builder to check external openings with underpurlins over to ensure lintels or t-bars are sufficent to support strutting beams to underpurlins - Roof Layouts & Cutting list based on Standard PIne Roof not as per drawings or specification - N3 Wall plates 70 x 45 Pine MGP10 to masonry max tie down 1200mm (Tile (600mm ctrs) max RLW 5500mm - Metal (900mm ctrs) max RLW 4300mm) - LVL Beam End Restraints & end chamfers to manufactures instructions avalible at - e-purlins & e-struts to be installed to manufactures instructions avalible at - Timber Beam to Beam Connections by Builder - Collar ties nailed up to 4.2m - Wall plate to internal walls & cavity leaf only - No wall plate to external cavity leaf except were shown - No tile battens allowed - No gable mouldings allowed - Steel beams By others - Roof battens to metal roof cover, End Offset 150mm, End Spacing 900mm, Middle Spacing 1200mm - Roof based on wind condition N3 (W41 m/s) & AS Ceiling lining to Garage by Others - Eaves Soldiers Not Included - Fixings to steel beam wall plates by builder - Steel beam to supporting lvl struting bemas to be sized by engineer *************************************

5 Page 5 of LAMINATED BEAMS X 63 E13 WESBEAM LAMINATED VENEER Hanging-Strutting Beam 1/2.1 1/ m X 45 E13 WESBEAM LAMINATED VENEER Hanger 25.2 m 0 1 1/4.8 1/4.5 1/4.2 3/ X 63 E13 WESBEAM LAMINATED VENEER 24 m 0 1 1/5.4 1/5.1 3/ A 360 X 63 E13 WESBEAM LAMINATED VENEER 1/ m x 63 WESBEAM LVL E-Splay Beam with heel block one end & Zincalume Nail Plates 2/ m Wesbeam E-Splay Beam Heel with Zinclaume Nail plates (NOTE: Not suitable for severe enviroments as per BCA) Stainless Steel Nail Plate is avalible severe enviroments if required 0413 ROOF HARDWARE HOOPIRON - GALVANISED IRON 30mm x 0.8mm x 30 Metre Strap to Ridge Roll 0.33 for lvl e-ledger beam to beam straping 0.2 Roll 00.6 Roll HANGER STRAPS - GALVANISED IRON 22G [CARTON 150] 1.6 Box mm x 2.0 GALVANISED FIBRO NAILS Boxed Eaves kg 00.5 Kg POP RIVETS AS 4.4 [PKT 100] Packet 0 1

6 Page 6 of ROOF HARDWARE GALVANISED DYNABOLT M10 x 100mm (45mm Max 40 Each 0 1 fix.thick. 95mm min Hole) 600max ctrs to 90 x 45c Bolt Plate No MULTIGRIPS (UNIVERSAL TRIP-L-GRIPS) FASTNERS INCL NAILS (CTN=200) 110 Each No 14 type17 50mm HEX HEAD SCREWS 9 screws per e-ledger bracket Wesbeam e-ledger bracket LVL beam to beam connection 0420 HARDIFLEX mm HARDIFLEX m X OFF Boxed Eaves 1800 X OFF Porch 1800 X OFF Porch mm PVC SUPA COVER MOULD [3000mm LENGHTS] 7/ m METAL FASCIA ZINCALUME 100mm METAL FASCIA [0.7mm] [0.5 TO 10.5m] 72.5 m 0 1 2/8.0 5/6.5 2/6.0 1/4.5 1/4.0 1/ ZINCALUME 100mm METAL FASCIA - CLIPS [0.7mm] 110 Each 0 1 Tile = Metal = ZINCALUME 100mm METAL FASCIA - EXTERNAL 5 Each 0 1 CORNERS [0.7mm] ZINCALUME 100mm METAL FASCIA - SLEEVE [0.7mm] 4 Each 0 1