190812 - Noosa Council Amendment Request MCU 180001 · MCU18/0001.01

WORKING DRAWING NOTES:                                                                                                                                                                                                                                                                                                                                                    SHEET LIST
GENERAL NOTES:                                        WALL FRAMING NOTES:                                ROOF FRAMING NOTES:                               CONCRETE SETOUT NOTES:                                                                                       WATERPROOFING & WATER RESISTANT MATERIALS NOTES:

THE BUILDER IS RESPONSIBLE TO CHECK ALL EXISTING      ALL TIMBER FRAMING IN ACCORDANCE WITH AS1684.      INSTALL SARKING OVER BATTENS UNDER ROOF           GROUND BENEATH SUBFLOOR IS TO BE GRADED PRIOR TO        CONCRETE FOOTINGS TO COMPLY WITH AS3600 &            ALL WET AREAS WATERPROOFING IS TO COMPLY WITH                SHEET
SERVICES PRIOR TO BEGINNING CONSTRUCTION                                                                 SHEETING FOR IMPROVED MOISTURE DRAINAGE WITH      CONSTRUCTION SUCH THAT THE FGL BELOW THE BUILDING       HAVE 20MPa (N20) WITH REINFORCEMENT AS DETAILED      AS3740:2010 WATERPROOFING OF WET AREAS WITHIN
                                                      IT IS RECOMMENDED THAT TIMBERS USED IN THIS        AIRCELL GLARESHIELD INSTALLED BELOW SARKING       IS HIGHER THAN ADJACENT FGL SO PONDING DOES NOT         & BE MECHANICALLY VIBRATED                           RESIDENTIAL BUILDINGS (BCA VOL2 P3.8.1.0)                   NUMBER             SHEET NAME                                ISSUE
SANITARY COMPARTMENTS THAT ARE COMPLETELY             PROJECT BE SOURCED FROM RESPONSIBLY MANAGED        WITH 40mm AIR GAP FOR OPTIMUM THERMAL             OCCUR BELOW THE BUILDING TO NCC VOL 2 P3.1.2.3(c)
ENCLOSED MUST HAVE A DOOR THAT IS READILY             FORESTS, TREE PLANTATIONS OR RECYCLED WOOD         RESISTANCE. FOR FURTHER INSULATION                BUILDER TO COMPLY WITH AS3600 & AS2870 FOR CONCRETE     VAPOUR BARRIER IS TO BE INSTALLED UNDER THE          ALL WATERPROOFING MATERIALS & SYSTEM COMPONENTS ARE         WD0.0  COVER PAGE                             WORKING DRAWINGS FOR CONSTRUCTION
REMOVABLE FROM THE OUTSIDE BUT THIS IS NOT            THROUGH COMPANIES THAT HAVE BEEN CERTIFIED AS      INSTALLATION DETAILS REFER TO ENERGY              SLAB CONSTRUCTION                                       SLAB ON GROUND CONSTRUCTION. IT IS TO BE 0.2mm       TO BE INSTALLED ACCORDING TO MANUFACTURER'S
REQUIRED WHEN THERE IS 1200mm MIN BETWEEN THE         COMPLYING WITH FOREST STEWARDSHIP COUNCIL          EFFICIENCY DRAWINGS                                                                                       NOMINAL THICKNESS POLYETHYLENE FILM MEDIUM           INSTALLATION INSTRUCTIONS & MATERIAL COMPATIBILITY IS TO    WD1.0  SITE PLAN                              WORKING DRAWINGS FOR CONSTRUCTION
DOORWAY & THE WC PAN (NCC VOL2 P3.8.3.3)              (FSC) STANDARDS. FOR FURTHER INFORMATION PLEASE                                                      THE DRAINAGE AND FLOOR HEIGHT ABOVE THE FINISHED        IMPACT RESISTANT (AS2870, S5.3.3.2(c))               BE CHECKED BY THE BUILDER PRIOR TO USE.
                                                      REFER TO www.fsc.org (or) www.fscaustralia.org     BUILDER TO REFER TO TRUSSED ROOF BRACING          GROUND LEVEL SHOULD BE DESIGNED AND CONSTRUCTED                                                                                                                          WD2.0  LOWER FLOOR                            WORKING DRAWINGS FOR CONSTRUCTION
SITE DRAINAGE IS TO BE CONSTRUCTED ACCORDING TO                                                          NOMINATED BY THE TRUSS MANUFACTURER               TO AVOID PONDING AGAINST OR NEAR THE CONCRETE           FOOTINGS & SLABS ON GROUND REQUIRE MINIMUM           WATERPROOFING SYSTEM IS TO ALLOW FOR CREEP, EXPANSION
AS/NZS3500.3 STORMWATER DRAINAGE OR AS/NZS3500.5      STRESS GRADE JOINT GROUP GENERAL                                                                     FOOTING WITH THE GROUND AROUND THE BUILDING             CONCRETE COVER TO THE OUTER EDGE OF                  & CONTRACTION OF SUBSTRATE (AS3470:2010 S2.3)               WD3.0  GROUND FLOOR                           WORKING DRAWINGS FOR CONSTRUCTION
DOMESTIC INSTALLATIONS S5 (NCC VOL2 P3.1.2.0)         MGP 10/F5 JD5 (PINE WITH PITH-IN)                  ROOF TRUSSES TO BE DESIGNED & INSTALLED IN        PERIMETER, INCLUDING THE UPHILL SIDE OF CUT AND FILL    REINFORCEMENT:
                                                      MGP 12/F8 JD4 (PINE NO PITH-IN) SPECIFIED          ACCORDANCE WITH AS4440:2004 INSTALLATION OF       SITES MUST BE SLOPED AWAY FROM THE BUILDING AT 50mm     * 40mm TO UNPROTECTED GROUND                         NOMINAL MINIMUM FIXINGS:                                    WD4.0  UPPER FLOOR                            WORKING DRAWINGS FOR CONSTRUCTION
WORKERS ARE TO DETERMINE SAFE MANUAL &                MGP 15/F11 JD4 (PINE NO PITH-IN) FOR ENGINEERED    NAILPLATED TIMBER ROOF TRUSSES                    MINIMUM IN 1000mm (AS1870 S5.2.1)                       * 30mm TO A MEMBRANE IN CONTACT WITH THE
MECHANICAL HANDLING , LIFTING & INSTALLATION OF       ITEMS LGL ENGINEERED WOOD PRODUCTS ARE                                                                                                                       GROUND                                               UNLESS SPECIFIED OTHERWISE, USE NOMINAL FIXINGS:            WD5.0  ELEVATIONS                             WORKING DRAWINGS FOR CONSTRUCTION
ARCHITECTURAL FIXTURES & COMPONENTS WHILE             DESIGNED WITH CAMBER & THE BUILDER IS TO ENSURE    STRESS GRADE JOINT GROUP GENERAL                  TERMITE RISK MANAGEMENT IS TO BE INSTALLED TO           * 20mm TO AN INTERNAL SURFACE                        (AS1684.3, S9.5 & T9.4)
FOLLOWING WHS INSTRUCTIONS ON MANUFACTURER'S          BEAMS ARE INSTALLED RIGHT WAY UP. CURVED           MGP 10/F5 JD5 (PINE WITH PITH-IN)                 ENSURE CLASS 1 & 10 BUILDINGS TO HAVE 50 YEAR DESIGN    * 40mm TO AN EXTERNAL SURFACE (NCC VOL 2 P3.2.3.3)   * 3.05Ømm MIN FOR HARDWOOD & CYPRESS FRAMING                WD5.1  ELEVATIONS                             WORKING DRAWINGS FOR CONSTRUCTION
DOCUMENTATION BUILDING WHS REPORT TO BE STORED        MEMBERS ARE TO BE INSTALLED ACCORDING TO THE       MGP 12/F8 JD4 (PINE NO PITH-IN)                   LIFE BY COMPLIANCE WITH AS3660.1 TERMITE MANAGEMENT                                                          * 3.33Ømm MIN FOR SOFTWOOD FRAMING
IN LINEN CP FOR EASY ACCESS                           DESIGN DRAWINGS                                    MGP 15/F11 JD4 (PINE NO PITH-IN) FOR ENGINEERED   - NEW WORK (NCC VOL2 P3.1.3.0) METHOD OF TERMITE RISK                                                        * PLASTIC POLYMER (GLUE) COATED 0R ANNULAR OR HELICAL       WD6.0  SECTION                                WORKING DRAWINGS FOR CONSTRUCTION
                                                                                                         ITEMS LGL ENGINEERED WOOD PRODUCTS ARE            MANAGEMENT IS TO BE PROVIDED WITH AT LEAST 2                                                                 DEFORMED SHANK NAILS MACHINE DRIVEN NAILS:
TIMBER FLOORS TO MEET THE REQUIREMENTS OF             THE BUILDER SHOULD PROVIDE TEMPORARY BRACING       DESIGNED WITH CAMBER & THE BUILDER IS TO          DURABLE PERMANENT NOTICES IN KITCHEN CUPBOARD &                                                              USE HOT DIPPED GALVANISED, STAINLESS STEEL OR MONEL METAL   WD6.1  SECTION                                WORKING DRAWINGS FOR CONSTRUCTION
AS4786.2:2005 TIMBER FLOORING - SANDING & FINISHING   TO SUPPORT WIND & CONSTRUCTION LOADS DURING        ENSURE BEAMS ARE INSTALLED RIGHT WAY UP & TO      MSB (NCC VOL2, P3.1.3.2)                                                                                     NAILS IN DAMP OR WEATHER EXPOSED JOINTS
                                                      CONSTRUCTION. THIS MAY BE PART OF THE PERMANENT    MANUFACTURER'S SPECIFICATIONS KEEP                                                                                                                             * WHEN NOT SPECIFIED IN FOLLOWING TABLE, NAIL LENGTH        WD7.0  POOL PLAN                              WORKING DRAWINGS FOR CONSTRUCTION
DAMP PROOF COURSES & FLASHINGS ARE TO COMPLY          BRACING & MUST BE EQUAL TO 60% MINIMUM OF          UNSEASONED TIMBER MEMBERS SEPARATED FROM          VISUAL INSPECTION CLEARANCES FOR TERMITE                                                                     IS TO BE 10 x NAILØ WHEN DRIVEN INTO SIDE GRAIN
WITH AS/NZS2905:1995                                  PROPOSED                                           SEASONED TIMBER MEMBERS TO PREVENT                MANAGEMENT ARE TO BE APPLIED TO THE BUILDING FABRIC                                                          * WHEN NOT SPECIFIED IN TABLE NEXT, NAIL LENGTH IS          WD8.0  WINDOWS, DOORS, GATES & SCREENS        WORKING DRAWINGS FOR CONSTRUCTION
                                                      PERMANENT BRACING (AS1684.3, S8.2)                 DIFFERENCES IN SHRINKAGE & TOLERANCES                                                                                                                          TO BE 15 x NAILØ WHEN DRIVEN INTO END GRAIN
AS4662 CERAMIC TILES - DEFINITIONS, CLASSIFICATION,                                                      (AS1684.3 S1.13)                                  WHERE THE SLAB EDGE HAS <75mm ESPOSURE, A SUITABLE                                                           * MINIMUM 2 NAILS PER JOINT UNO                             WD8.1  WINDOWS, DOORS, GATES & SCREENS        WORKING DRAWINGS FOR CONSTRUCTION
CHARACTERISTICS & MARKING REQUIRE CERAMIC TILES       RECOMMENDED 12% AVERAGE MOISTURE CONTENT OF                                                          TERMITE PERIMETER BARRIER SHOULD BE INSTALLED                                                                HAND DRIVEN NAILS:
OF THE BEST COMMERCIAL QUALITY (FIRST QUALITY),       TIMBER MEMBERS AT INSTALLATION (AS1884.3, T.E1)    RECOMMENDED 12% AVERAGE MOISTURE CONTENT          (AS3660.1:2000, S.4.4)                                                                                       * 3.15Ømm MIN FOR HARDWOOD & CYPRESS                        WD9.0  EXTERNAL DETAILS                       WORKING DRAWINGS FOR CONSTRUCTION
CERAMIC FLOOR TILES SHALL BE TESTED TO                BUILDER IS TO COMPLY WITH GECA32-2007 RECYCLED &   OF TIMBER MEMBERS AT INSTALLATION (AS1884.3,                                                                                                                   * 3.75Ømm MIN FOR SOFTWOOD & LOWER DENSITY TIMBERS
AS/NZS4586 TO MEET AUSTRALIAN STANDARDS FOR THE       RECLAIMED TIMBER STANDARD &/ INTERIM INDUSTRY      T.E1) LGL ROOF TRUSSES ENGINEERED TO AS1720.1     THE BUILDER IS RESPONSIBLE TO CHECK ALL EXISTING                                                                                                                         WD9.1  INTERNAL DETAILS                       WORKING DRAWINGS FOR CONSTRUCTION
FIRST QUALITY CERAMIC TILES                           STANDARD RECYCLED TIMBER VISUALLY STRESS           (AS1684.3 S1.12)                                  SERVICES PRIOR TO BEGINNING CONSTRUCTION                                                                     HANDRAIL & BALUSTRADE NOTES
                                                      GRADED RECYCLED TIMBER FOR STRUCTURAL                                                                CONCRETE IS TO COMPLY WITH AS3600 & HAVE A 25MPa                                                                                                                         WD10.0 LIGHTING PLAN                          WORKING DRAWINGS FOR CONSTRUCTION
PROVIDE INSECT SCREENS TO ALL WINDOWS BUT NOT         PURPOSES TO ENSURE ANY RECYCLED TIMBER IS FIT                                                        (N25 GRADE) STRENGTH AT 28 DAYS, 20mm NOMINAL                                                                HANDRAILS, BALUSTRADES & ALL STAIR
EXTERNAL DOORS                                        FOR PURPOSE                                                                                          AGGREGATE SIZE & 100mm SLUMP (UNO) & SL72 MESH & BE                                                          MEMBERS & CONNECTIONS TO MEET                               WD10.1 LIGHTING PLAN                          WORKING DRAWINGS FOR CONSTRUCTION
                                                                                                                                                           MECHANICALLY VIBRATED                                                                                        AS1170.1
TOTAL INTERNAL FLOOR AREA INCLUDES ALL INTERNAL                                                                                                                                                                                                                                                                                     WD11.0 POWER PLAN                             WORKING DRAWINGS FOR CONSTRUCTION
& EXTERNAL WALLS
                                                                                                                                                                                                                                                                                                                                    WD11.1 POWER PLAN                             WORKING DRAWINGS FOR CONSTRUCTION
                                                                                                                                                                                                                                                                                                                                    WD12.0 RCP                                    WORKING DRAWINGS FOR CONSTRUCTION
                                                                                                                                                                                                                                                                                                                                    WD13.0 EXTERNAL COLOURS                       WORKING DRAWINGS FOR CONSTRUCTION
                                                                                                                                                                                                                                                                                                                                    WD14.0 LOWER FLOOR SETOUT                     WORKING DRAWINGS FOR CONSTRUCTION
                                                                                                                                                                                                                                                                                                                                    WD14.1 GROUND FLOOR SETOUT                    WORKING DRAWINGS FOR CONSTRUCTION
                                                                                                                                                                                                                                                                                                                                    WD14.2 UPPER FLOOR SETOUT                     WORKING DRAWINGS FOR CONSTRUCTION
                                                                                                                                                                                                                                                                                                                                    WD15.0 INTERNAL WALL FINISHES PLAN            WORKING DRAWINGS FOR CONSTRUCTION
                                                                                                                                                                                                                                                                                                                                               CLIENT: Judy & Michael KLOBAS             PROJECT: PIPIS
                                                                                                                                           www.chriscloutdesign.com.au                                                                             GENERAL NOTES:
                                                                                                                                                                                                                                                   Use written dimensions only. DO NOT scale drawings. Contractors                             SITE ADDRESS: Lot 696 on SP279875 8 Stevens Street Sunshine Beach QLD 4567
                                                                                                                                           PO BOX 135, NOOSAVILLE, QLD 4566                                                                        to verify all dimensions on site prior to commencing works. Site
                                                                                                                                           E: [email protected]                                                                         location in accordance with engineers details. These drawings are to                        DRAWING TITLE: COVER PAGE
                                                                                                                                           P: (07) 54748 107                                                                                       be read in conjunction with engineers design and details, the
                                                                                                                                                                                                                                                                                                                                               DATE: 08/08/19 SCALE: 1 : 100    @ A2 DRAWN BY: C.CLOUT
                                                                                                                                           F: (07) 54748 108     BSA LICENCE: 1127508
                                                                                                                                                                                                                                                   accompanying building specification and schedule of finishes. If in
                                                                                                                                                                                                                                                   doubt, please request clarification. DO NOT ASSUME.                                         ISSUE: WORKING DRAWINGS FOR CONSTRUCTION
                                                                                                                                                                                                                                                                                                                                                                                                             WD0.0