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                     PROJECT NOTES:
                     FRAMING                                                                 BRICK PIERS/COLUMNS/POSTS
                     • ALL STRUCTURAL TIMBER FRAMING SIZES TO BE IN ACCORDANCE WITH A.S.     • PROVIDE BALCONY/ PORTICO &/OR ROOF SUPPORT WITH ENCASED
                       1684 NATIONAL TIMBER FRAMING CODE & OR ENGINEERS STRUCTURAL             SLIP JOINT SHS POSTS (FULL LENGTH U.N.O.) CHEM-SET TO CONCRETE
                       COMPUTATIONS.                                                           FOOTING TO ENGINEERS DETAIL
                     • FLOOR TO BE PREFABRICATED TO MANUFACTURERS SPEC. & ALLOW 360MM        • HEADER COURSE TO TOP OF ALL BRICK PIERS LOWER THAN SOFFIT
                       MIN' DEPTH TO ALLOW FOR SERVICES                                        LINE.
                     • SPACED & FIXED TO PROVIDE SUPPORT @ 450MM CRS OR TO                   • USE 330MM BELOW FFL FOR DATUM OF PIER BRICK COURSES
                       ENGINEERS/FLOOR MANUFACTURERS DETAILS.
                                                                                             TERMITE PROTECTION
                     ROOF FRAMING                                                            • PROVIDE TERMITE MANAGEMENT SYSTEM DEEMED TO SATISFY A.S.
                     • ROOF TRUSSES TO MANUFACTURERS SPECIFICATIONS. PITCH AS SHOWN            3660.1
                       ON ELEVATIONS / ROOF PLAN.
                     • SPACED & FIXED AT 600MM MAX. CRS.                                     STEPS/STAIRS & BALUSTRADES
                     • SKILLION ROOF SPACED & FIXED AT 900MM MAX.; CRS.                      • ALL STEPS MUST COMPLY WITH B.C.A. 3.9.1.
                     • GIRDER TRUSSES TO BE PLACED DIRECTLY OVER EXTERNAL WALL STUDS         • BARRIERS & HANDRAILS MUST COMPLY WITH B.C.A. 3.9.2.
                       OR APPROVED LINTEL.
                                                                                             WET AREAS
                     WALL FRAMING                                                            • WATERPROOFING OF WET AREAS TO COMPLY WITH A.S. 3870 &/OR
                     • EXTERNAL STUD WALLS 90MM TH, U.N.O. @ 600 MAX. CRS                      B.C.A. 3.8.1.
                     • INTERNAL STUD WALLS 90MM TH U.N.O. @ 600 MAX. CRS                     • WALL LINING TO WET AREAS TO BE 6MM VILLABOARD U.N.O..
                     • ALL WINDOWS HEADS TO FINISH FLUSH WITH SOFFIT LINING U.N.O.           • CEILING 'DIRECT FIX' 10MM UNISPAN (OR EQUIVALENT)
                     • LINTEL SIZES TO ENGINEERS DESIGN                                        PLASTERBOARD.
                     • WALL BRACING, FIXING, TIE DOWNS, DURABILITY NOTES & ANY ADDITIONAL    • ALL WALL TILING HEIGHTS ARE NOMINAL, AND TO BE ADJUSTED ON
                       ENGINEERING REQ. TO BE AS PER ENGINEERS DETAIL                          SITE TO SUIT. SHOWER TILING TO EXTEND MIN. 20MM ABOVE SCREEN.

                     GARAGE DOOR                                                             GLAZING
                     • 2130MM GARAGE DOOR OPENING, FRAMING AT 2105MM AFFL                    • WINDOW HEAD HEIGHT DIMENSION GENERALLY TAKEN TO THE
                     • 2325MM GARAGE DOOR OPENING, FRAMING AT 2400MM AFFL                      NEAREST CORRESPONDING BRICK COURSE (WHERE BRICKS ARE IN
                     • GARAGE DOOR OPENING > 2130MM, FRAMING 25MM BELOW OPENING                USE).
                       DIMENSION                                                             • WIN. SUPPLIER TO SUPPLY COVER BOARDS TO ALL CORNER WIN.
                                                                                               U.N.O.
                     CLADDING                                                                • ALUMIN. WIN. & DOORS TO SIDE & REAR ELEVATIONS U.N.O.
                     ROOF CLADDING/PLUMBING                                                  • ALL GLAZING TO COMPLY WITH A.S. 1288 GLASS IN BUILDINGS, & WITH
                     • CLADDING AS SPECIFIED ON ELEVATIONS                                     A.S. 4055 FOR WIND LOADING
                     • SELECT COLORBOND FASCIA & GUTTER                                      • ALL WINDOWS WITH A SILL HEIGHT OF 2M OR MORE ABOVE GROUND
                     • SELECT COLORBOND (RAINHEADS WHERE NOTED)/ DOWNPIPES TO BE               LEVEL SHALL BE RESTRICTED TO BE UNOPENABLE BEYOND 125MM, TO
                       CONNECTED TO U/G DRAINAGE                                               COMPLY WITH BCA 3.9.2.5 REQUIREMENTS (U.N.O.)
                     • BOX GUTTERS AS PER HYDRAULIC ENGINEERS DETAILS.                       • FLASHINGS MUST BE PROVIDED TO ALL SIDES OF OPENINGS, EXCEPT
                                                                                               AS PERMITTED, ANDTHE FLASHING EXTENDS NOT LESS THAN 110 MM
                     INTERNAL CEILING/WALL - GENERAL.                                          BEYOND THE REVEALS. REFER NCC 3.5.4.6;
                     • CEILING 'DIRECT FIX' 10MM UNISPAN PLASTERBOARD (OR APPROVED
                       EQUIVALENT) U.N.O.                                                    ENERGY EFFICIENCY NOTES
                     • WALLS TO BE 10MM PLASTERBOARD U.N.O (EXLC. FIRE RATED WALLS).         • PROVIDE BULK CEILING INSULATION AS PER STD SPECIFICATIONS
                                                                                               (U.N.O.).
                     EXTERNAL CEILING/WALL - GENERAL.                                        • PROVIDE EXTERNAL WALL INSULATION AS PER STD SPECIFICATIONS
                     • CEILINGS 'DIRECT FIX' 10MM UNISPAN (OR APPROVED EQUIVALENT)             (U.N.O.)
                       PLASTERBOARD U.N.O.                                                   • PROVIDE WEATHER STRIPPING TO ENTRY & LAUNDRY DOORS.
                     • BRICK COURSING TO BE SET OUT TO ACHIEVE 2120 ABOVE F.F.L. FOR ALL
                       WINDOW HEADS U.N.O.                                                   MISCELLANEOUS
                     • PROVIDE FC. SHEET INFILL ABOVE SIDE & REAR ELEVATION WINDOWS &        • FLUES FOR ALL HEATERS (WHERE APPLICABLE) ARE TO BE INSTALLED
                       DOORS WHERE INDICATED BY HATCHING, TO WALLS WITH SELECTED FACE          TO MANUFACTURERS SPECIFICATIONS
                       BRICK. USE BLUEBOARD INFILL WHEN SELECTED RENDERED FINISH             • ALL WATER CLOSET DOORS TO BE REMOVABLE IN ACCORDANCE WITH
                     • USE F.F.L. FOR DATUM OF WALL BRICK COURSES                              B.C.A. 3.8.3.
                     • A.J. - DENOTES BRICKWORK ARTICULATION JOINTS. REFER TO ENGINEERS      • ALL PLUMBING, DRAINAGE & ASSOCIATED WORKS TO COMPLY WITH
                       SLAB DESIGN &/OR BCA 3.3.1.8 FOR FULL HEIGHT MASONRY ARTICULATION       THE PLUMBING CODE OF AUSTRALIA, BCA & A.S. 3500
                       JOINT LOCATIONS.
                     • ALL PARAPET WALLS TO BE PROVIDED WITH COLORBOND METAL                 CONCRETE SLAB ON GROUND
                       CAPPING/FLASHING (50MM MIN' LAP TO ALL JOINS WITH CONTINUOUS          • CONCRETE SLAB TO ENGINEERS DETAIL
                       SILICON SEAL BETWEEN & 30MM MIN' VERTICAL OVERHANG.)
                     • PROVIDE CAVITY FLASHING & WEEP HOLES ABOVE LOWER STOREY OPEN.         STEEL FRAMING REQUIREMENTS (WHERE APPLICABLE):
                     • RENDERER IS TO ENSURE WINDOW & DOOR OVERFLOW DRAINAGE HOLES           • 70MM STEEL FRAME & TRUSSES REQUIRING THE ISSUE OF A SIGNED
                       ARE KEPT FREE OF RENDER & ARE NOT BLOCKED, IF RENDERED.                 COMPLIANCE CERTIFICATE FOR THE BUILDING DESIGN - FORM 15 UPON
                                                                                               COMPLETION AND PRIOR TO FINAL CERTIFICATION
                     SOFFIT DETAIL                                                           • STEEL FRAMES AND TRUSSES TO COMPLY WITH:
                     • 4.5MM FC SHEET (U.N.O.)                                               • AS/NZS 1170.0 STRUCTURAL DESIGN ACTIONS: PART 0:GENERAL
                     • SPECIFIED EAVE WIDTH, MEASURED FROM FACE OF BRICK.                      PRINCIPLES
                     • ADD 160 TO EAVE WIDTH IN LIGHTWEIGHT CLAD AREA. DISREGARD             • AS/NZS1170.1 STRUCTURAL DESIGN ACTIONS: PART1: PERMANENT,

 FRONT PERSPECTIVE     (PACKING/ CLADDING)

                     ENGINEERING
                                                                                               IMPOSED AND OTHER ACTIONS
                                                                                             • AS/NZS 4600 COLD-FORMED STEEL STRUCTURES
                                                                                             • AS4055 WIND LOADS FOR HOUSING
                                                                                             • AS4100 STEEL STRUCTURES CODE
                     • BUILDING TO CHECK ALL ENGINEERING DETAILS AND DOCUMENTATION,          • AS 3623 DOMESTIC METAL FRAMING
                       BEAM AND POST LOCATIONS, PRIOR TO ORDERING MATERIALS OR STARTING      • AS 3566.1 SELF DRILLING SCREWS
                       ON SITE.
                     • SETOUT OF STEELWORK AND STRUCTURE, INCLUDING POST, BEAM &             GENERAL NOTES
                       EXISTING BEARER LOCATIONS (WHERE APPLICABLE) ARE THE
                       RESPONSIBILITY OF THE BUILDER. ALL POST LOCATIONS TO BE CHECK         • WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALE. PLANS
                       MEASURE AND CONFIRMED ON SITE, PRIOR TO CONCRETE SLAB                   DRAWN AT SCALE 1:100 @ A3 UNO. PRINTED PLANS MAY NOT BE TO
                       CONSTRUCTION.                                                           SCALE. ALWAYS REFER TO DIMENSIONS OR CONTACT INVILLA PTY LTD
                     • RETAINING WALLS AND ASSOCIATED DETAILS ARE TO BE AS PER THE             TO CONFIRM DIMENSIONS.
                       ENGINEERS DETAILS.                                                    • PROVIDE 1:100 FALL TO ALL BALCONIES & PATIO'S U.N.O.
                     • LEVELS (RL, FFL), SETOUTS & ASSOCIATED DETAILS ARE TO CONFIRMED ON    • PROVIDE 1800HT FENCING TO COMMON BOUNDARIES U.N.O
                       SITE BY THE BUILDER PRIOR TO CONSTRUCTION TAKING PLACE.               • RETAINING WALL HEIGHT(S) & LOCATION AS PER ENGINEERS DETAILS.
                     • THE ENGINEER (STRUCTURAL, HYDRAULIC, TRAFFIC, CIVIL ETC) & INVILLA    • ALL INTERNAL STAIR AND EXTERNAL STEPS/RAMPS TO COMPLY WITH
                       PTY LTD TAKE NO RESPONSIBILITY FOR ALTERATIONS TO THE PLANS &/OR        SLIP-RESISTANCE RATINGS AS PER NCC 3.9.1.4
                       DETAILS BY THE BUILDER DURING OR AFTER 'STAGE C' OF INVILLA PTY LTD   • 190MM CORE FILLED BLOCKWORK W/ 28MM FURRING CHANNELS ON
                       DESIGN AGREEMENT WITH THE CLIENTS.                                      WALL CLIPS (30/190/30) WITH FRAMEWORK TO EXTEND TO BLOCK WALL
                                                                                               U.N.O. (REFER TO DETAIL)




                                                                                                             C       PRELIM DA ISSUE                               07.10.21
                                                                                                             B       SKETCH ISSUE                                  22.09.21
                                                                                                             A       SKETCH ISSUE                                  15.09.21

                                                                                                         ISSUE       AMENDMENTS                                     DATE




                                                                                                                                  © COPYRIGHT
                                                                                                             INVILLA Pty Ltd. Reproduction forbidden. Unathorised use,
                                                                                                            reproduction or adaption is forbidden and will be prosecuted.

                                                                                                         PROJECT: PROPOSED
                                                                                                               DEVELOPMENT
                                                                                                         65-67 ELANDA ST, SUNSHINE
                                                                                                         BEACH QLD

                                                                                                         LOT: 410-411                       SP/RP: 48112

                                                                                                         LOCAL GOVT: SUNSHINE COAST COUNCIL

                                                                                                         TITLE:                COVER PAGE

                                                                                                         DRAWN:           MJ                CHECKED:          MJ

                                                                                                         DATE:            22.09.21          APPROVED:         JV


REAR PERSPECTIVE                                                                                         SCALE @ A2: 1 : 1                  JOB No. 67ELA

                                                                                                                     DA APPROVAL                                SHEET:
                                                                                                                       REVISION: C
                                                                                                                  NOT FOR CONSTRUCTION                          01 of 14