Page 1 of 6 0001 General Notes 0001-0100 EUROPEAN HOUSE BORER 0 1 1 ************************************************************************* 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 www.ebh.wa.gov.au or contact the freecall EHB Hotline on 1800 084 881 For information on treatment options please refer to the Department of Housing & Works www.docep.wa.gov.au or phone 9440 2340 ************************************************************************* 0001-2000 Estimating disclaimer for estimates & quantities 0 1 1 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 as1684-1999 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. 0399-0027E WALL PLATE 70 X 45 MGP10 PINE 210.6 m 0 1
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 1/6.9 0399-0028 CEILING JOIST 90 X 35 MGP10 PINE 617.4 m 0 1 13/9.3 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 4/0.9 0399-1105 90 X 45 MGP10 STRUCTURAL GRADE PINE 1.2 m 0 1 Bolt Plate 2/0.6 0399-1422 90 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 1/0.6 0399-3030 HANGER 120 X 35 MGP10 PINE 6.9 m 0 1 1/1.8 2/1.5 1/1.2 1/0.9 0399-3035 HANGER 170 x 35 MGP10 PINE 38.7 m 0 1 2/3.0 2/2.7 7/2.4 5/2.1 0399-3040 HANGER 190 x 35 MGP10 PINE 18.6 m 0 1 2/3.3 4/3.0 0399-3050 HANGER 240 x 35 MGP10 PINE 14.4 m 0 1 1/3.9 2/3.6 1/3.3 0399-3260 RAFTERS 120 x 35 MGP10 PINE 444.9 m 0 1 11/8.1 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 1/0.3 0399-3302 RIDGE 170 x 35 MGP10 PINE 13.2 m 0 1 1/3.9 2/3.3 1/1.8 1/0.9 0399-3327 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 1/1.8 0399-3348 STRUTS 63 x 65 WESBEAM LVL E-STRUT 99.9 m 0 1
Page 3 of 6 11/4.5 14/3.6 0399-3358 COLLAR TIES 90 x 35 MGP10 PINE 33 m 0 1 5/3.3 3/2.7 4/2.1 0399-3399 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 3/2.4 0399-3439 VALLEYS 170 x 35 MGP10 PINE 21 m 0 1 1/8.1 1/5.4 1/4.8 1/2.7 0399-3460 VALLEY BOARDS 150 x 25 SAWN PINE 42 m 0 1 2/8.1 2/5.4 2/4.8 2/2.7 0399-3464 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 4/0.6 0399-3480 EAVES TRIM 70 x 35 MGP10 PINE 57.6 m 0 1 32/1.8 0399-3520 190 x 30 TREATED & PRIMED BARGE DRESSED & 1.2 m 0 1 GROOVED [TREATED HAZARD LEVEL 3) 1/1.2 0399-3644 100 x 38 WESBATTEN Dry Sawn Pine ROOF BATTENS TO SUPPORT METAL ROOF COVER Roof Battens to Hips 591.6 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 77/5.4 0399-9950 PLEASE NOTE:- 0 1 3
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 AS1684.2-1999 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 3.4.1 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 www.chhfuturebuild.com - e-purlins & e-struts to be installed to manufactures instructions avalible at www.wesbeam.com.au - 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) & AS1684.2-1999 - 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 *************************************
Page 5 of 6 0406 LAMINATED BEAMS 0406-0029 150 X 63 E13 WESBEAM LAMINATED VENEER Hanging-Strutting Beam 1/2.1 1/2.4 4.5 m 0 1 0406-0031 200 X 45 E13 WESBEAM LAMINATED VENEER Hanger 25.2 m 0 1 1/4.8 1/4.5 1/4.2 3/3.9 0406-0037 300 X 63 E13 WESBEAM LAMINATED VENEER 24 m 0 1 1/5.4 1/5.1 3/4.5 0406-0037A 360 X 63 E13 WESBEAM LAMINATED VENEER 1/5.1 5.1 m 0 1 0406-0339 400 x 63 WESBEAM LVL E-Splay Beam with heel block one end & Zincalume Nail Plates 2/6.3 12.6 m 0 1 0406-0495 Wesbeam E-Splay Beam Heel with Zinclaume Nail plates (NOTE: Not suitable for severe enviroments as per BCA) 0 0 1 Stainless Steel Nail Plate is avalible severe enviroments if required 0413 ROOF HARDWARE 0413-0086 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 0 1 0413-0101 HANGER STRAPS - GALVANISED IRON 22G [CARTON 150] 1.6 Box 0 1 0413-0112 30mm x 2.0 GALVANISED FIBRO NAILS Boxed Eaves 0.2916 kg 00.5 Kg 0 1 0413-0180 POP RIVETS AS 4.4 [PKT 100] 00.54 Packet 0 1
Page 6 of 6 0413 ROOF HARDWARE 0413-0334 GALVANISED DYNABOLT M10 x 100mm (45mm Max 40 Each 0 1 fix.thick. 95mm min Hole) Dynabolts @ 600max ctrs to 90 x 45c Bolt Plate No 40 0413-0700 MULTIGRIPS (UNIVERSAL TRIP-L-GRIPS) FASTNERS INCL NAILS (CTN=200) 110 Each 0 1 0413-0780 No 14 type17 50mm HEX HEAD SCREWS 9 screws per e-ledger bracket 18 0 1 0413-0785 Wesbeam e-ledger bracket 2 0 1 LVL beam to beam connection 0420 HARDIFLEX 0420-0050 4.5mm HARDIFLEX 46.44 m2 0 1 2400 X 900 18 OFF Boxed Eaves 1800 X 900 2 OFF Porch 1800 X 1200 2 OFF Porch 0420-0301 4.5mm PVC SUPA COVER MOULD [3000mm LENGHTS] 7/3.0 21 m 0 1 0427 METAL FASCIA 0427-0100 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 1/3.5 0427-0110 ZINCALUME 100mm METAL FASCIA - CLIPS [0.7mm] 110 Each 0 1 Tile = 125 - Metal = 110 0427-0120 ZINCALUME 100mm METAL FASCIA - EXTERNAL 5 Each 0 1 CORNERS [0.7mm] 0427-0140 ZINCALUME 100mm METAL FASCIA - SLEEVE [0.7mm] 4 Each 0 1