DIMENSION NOTE: DO NOT SCALE OFF DRAWINGS. ALL MEASUREMENTS ARE IN MILLIMETRES UNLESS NOTED OTHERWISE. IF UNCLEAR OF ANY ITEMS ON THESE DRAWINGS, REFER TO CONTRACT. THE CONTRACT TAKES PRECEDENCE OVER THESE DRAWINGS. CONTRACTORS SHALL CHECK ALL DIMENSIONS & SITE CONDITIONS PRIOR TO COMMENCING FABRICATION OR CONSTRUCTION. ANY DISCREPANCIES TO BE BROUGHT TO THE SUPERVISORS ATTENTION. ALL INTERNAL/EXTERNAL PAINTING BY OTHERS UNLESS NOTED OTHERWISE IN CONTRACT. ROOF PLUMBER NOTE: DOWNPIPES SHOWN INDICATIVELY. FINAL POSITION TO BE DETERMINED BY ROOF PLUMBER ONSITE IN ACCORDANCE WITH NCC 3.5.2 & TO AUST. STANDARDS. WATERPROOFING NOTE: PROVIDE WATERPROOFING TO WET AREAS AS PER NCC 3.8.1 & TO COMPLY WITH AS.3740. CONCRETE NOTE: REFER TO ENGINEERS DETAILS WHERE APPLICABLE. 7,000 298 k O/A 6.404 j9’ ( Ol 1.000 k 5.000 fol k rood ALFRESCO 7 METAL SQUARELINE GUTTER. 270MM CAVITY BRICKWORK W/- SELECTED RENDER FINISH. C150015 ROOF PURLINS. REFER TO ENGINEERS DETAILS. 310 UB 32 BEAM. REFER TO ENGINEERS DETAILS. 310 UB 32 COLUMNS. REFER TO ENGINEERS DETAILS. VILLABOARD LINING TO ALFRESCO SOFFIT. FLOORPLAN 1:100 SHEET INDEX A01 FLOORPLAN / SITEPLAN A02 ELEVATIONS 5.730 ALFRESCO ROOF AREAS: ROOF AREA ON SLOPE 29.83 ROOF AREA ON FLAT 29.83 Soak Well Type No. SW 900x6001 1 0.4 m3 Total Capacity 0.4 m3 Roof Area GF 29.8 m2 Total Area 29.8 m2 Capacity Required (Area x 0.0125) 0.4 m3 Extra Capacity Provided 0.0 m3 NOTE: ALL DOWNPIPES CONNECTED TO SOAKWELLS WITH PVC STORMWATER PIPE NOTE: Boundary Measurements are Approximate only. #51 LOT 27 SITEPLAN 1:200 + 7,000 R.O.W. 1 VIEW STREET AREA STATS EXISTING AREAS HOUSE 175.81 PROPOSED AREAS PATIO 30.00 205.81 m2 Q<A- Ko lW ULTIMATE ADDITIONS PTY LTD BUILDERS REG # 102052 Revisions: 1> 5:- 2:- 6:- 3:- 7:- 4:- 8:- PROPOSED ALFRESCO FLOORPLAN /SITEPLAN CONLIN LOT 28 (#53) VIEW ST NORTH PERTH ©2017 HI-TECH DRAFTING Drawn: J.Reynolds Status: JT__ Date: 25/07/201 7 Scale as shown @ A3 A 0 1 Project No: 1 0864 Printed: 25/07/201 7 TH PERTH, 53 VIEW ST\10864 BL 2017.07.25.pin Z:\2 017\10864 NO