Plans

GENERAL NOTES                                                 STANDARD NOTES:                                                      BRICK PIERS/COLUMNS/POSTS
                                                                                                                                    · PROVIDE BALCONY/ PORTICO &/OR ROOF SUPPORT WITH ENCASED SLIP
                                                                                                                                      JOINT SHS POSTS (FULL LENGTH U.N.O.) CHEM-SET TO CONCRETE
  (SITE SPECIFIC)                                             *WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALE.
                                                                                                                                      FOOTING TO ENGINEERS DETAIL
                                                              *FLOOR PLAN DIMENSIONS ARE TO FRAME SIZE ONLY.
                                                                                                                                    · HEADER COURSE TO TOP OF ALL BRICK PIERS LOWER THAN SOFFIT LINE
                                                              FRAMING                                                                 U.N.O.
                                                               · ALL STRUCTURAL TIMBER FRAMING SIZES TO BE IN ACCORDANCE WITH       · USE 330mm BELOW FFL FOR DATUM OF PIER BRICK COURSES
                                                                  A.S. 1684 NATIONAL TIMBER FRAMING CODE & OR ENGINEERS
                                                                  STRUCTURAL COMPUTATIONS.                                          · REFER TO 'Q-TYP-POST TYPES' FOR SHS POSTS DETAILS
                                                               · FLOOR TO BE PREFABRICATED TO MANUFACTURERS SPEC. & ALLOW          TERMITE PROTECTION
                                                                  300mm MIN' DEPTH TO ALLOW FOR SERVICES
                                                               · SPACED & FIXED TO PROVIDE SUPPORT @ 450mm CRS.                     · PROVIDE TERMITE MANAGEMENT SYSTEM DEEMED TO SATISFY         A.S.
                                                                                                                                      3660.1
                                                               · FLOOR JOISTS UNDER ALL SHOWERS TO BE STEPPED DOWN 50mm
                                                                  (U.N.O.) REFER DETAIL "QS-TYP-SHOW-02".                          STEPS/STAIRS & BALUSTRADES
                                                               ROOF FRAMING                                                         · ALL STEPS MUST COMPLY WITH NCC 3.9.1.
                                                                                                                                    · BARRIERS & HANDRAILS MUST COMPLY WITH NCC 3.9.2.
                                                               · PREFABRICATED ROOF TRUSSES TO MANUFACTURERS SPECIFICATIONS.
                                                                  PITCH AS SHOWN ON ELEVATIONS.                                    WET AREAS
                                                               · INTERNAL CEILING AREAS SPACED & FIXED AT 600mm MAX. CRS.           · WATERPROOFING OF WET AREAS TO COMPLY WITH A.S. 3870 & NCC 3.8.1.
                                                               · EXTERNAL CEILING AREAS SPACED & FIXED AT 450mm MAX. CRS.           · WALL LINING TO WET AREAS TO BE 6mm VILLABOARD U.N.O..
                                                               · SKILLION ROOF SPACED & FIXED AT 900mm MAX.; CRS.                   · CEILING 'DIRECT FIX' 10mm UNISPAN (OR EQUIVALENT) PLASTERBOARD.
                                                               · GIRDER TRUSSES TO BE PLACED DIRECTLY OVER EXTERNAL WALL            · ALL WALL TILING HEIGHTS ARE NOMINAL, AND TO BE ADJUSTED ON SITE
                                                                  STUDS OR APPROVED LINTEL.                                           TO SUIT. SHOWER TILING TO EXTEND MIN. 20mm ABOVE SCREEN.
                                                                WALL FRAMING                                                       GLAZING
                                                               · EXTERNAL STUD WALLS 70mm TH, U.N.O. @ 600 MAX. CRS                 · WINDOW HEAD HEIGHT DIMENSION GENERALLY TAKEN TO THE NEAREST
                                                               · INTERNAL STUD WALLS 70mm TH U.N.O. @ 600 MAX. CRS                    CORRESPONDING BRICK COURSE.
                                  REVISION TABLE               · ALL WINDOWS HEADS TO FINISH FLUSH WITH SOFFIT LINING U.N.O.        · WIN. SUPPLIER TO SUPPLY COVER BOARDS TO ALL CORNER WIN. U.N.O.
                    REV    DATE        COMMENT     DR    CH    · LINTEL SIZES TO ENGINEERS DESIGN                                   · ALUMIN. SLIDING WIN. & DOORS TO SIDE & REAR ELEVATIONS U.N.O.

                     1    02.06.21       STC       PG7 RGO     · WALL BRACING, FIXING, TIE DOWNS, DURABILITY NOTES & ANY            · ALL GLAZING TO COMPLY WITH A.S. 1288 GLASS IN BUILDINGS, & WITH
                                                                  ADDITIONAL ENGINEERING REQ. TO BE AS PER ENGINEERS DETAIL           A.S. 4055 FOR WIND LOADING
                     2    01.07.21      AMD        2ST   --
                                                                                                                                    · ALL WINDOWS WITH A SILL HEIGHT OF 2m OR MORE ABOVE GROUND
                                                               GARAGE DOOR                                                            LEVEL SHALL BE RESTRICTED TO BE UNOPENABLE BEYOND 125mm, TO
                     3
                                                               · 2100mm GARAGE DOOR OPENING, FRAMING AT 2080mm AFFL                   COMPLY WITH NCC 3.9.2.5 REQUIREMENTS (U.N.O.)
                     4
                                                               · 2130mm GARAGE DOOR OPENING, FRAMING AT 2105mm AFFL                ENERGY EFFICIENCY NOTES
                     5
                                                               · GARAGE DOOR OPENING > 2130mm, FRAMING 25mm BELOW OPENING           · PROVIDE BULK CEILING INSULATION AS PER STD SPECIFICATIONS
                     6                                            DIMENSION                                                           (U.N.O.).

                     7                                        CLADDING                                                              · PROVIDE EXTERNAL WALL INSULATION AS PER STD SPECIFICATIONS
                                                                                                                                      (U.N.O.)
                     8                                         ROOF CLADDING/PLUMBING                                               · PROVIDE WEATHER STRIPPING TO ENTRY & LAUNDRY DOORS.
                     9                                         · CLADDING AS SPECIFIED ON ELEVATIONS                                · SEALED GAPS AROUND WINDOWS & EXTERNAL DOORS TO BE INSTALLED
                    10                                         · SELECT COLORBOND FASCIA & GUTTER                                     IN ACCORDANCE WITH NCC 3.5.4.6 & A.S. 2904.

                    11                                         · RAINHEADS / DOWNPIPES TO BE CONNECTED TO U/G DRAINAGE             MISCELLANEOUS
                    12                                         INTERNAL CEILING/WALL - GENERAL.                                     · ALL HWU'S TO BE AS NOMINATED.

                                                               · CEILING 'DIRECT FIX' 10mm UNISPAN PLASTERBOARD (OR APPROVED        · FLUES FOR ALL HEATERS (WHERE APPLICABLE) ARE TO BE INSTALLED
                    13                                                                                                                TO MANUFACTURERS SPECIFICATIONS
                                                                  EQUIVALENT) U.N.O.
                    14                                                                                                              · ALL WATER CLOSET DOORS TO BE REMOVABLE IN ACCORDANCE WITH
                                                               · WALLS TO BE 10mm PLASTERBOARD U.N.O.
                                                                                                                                      NCC 3.8.3.
                    15
                                                               EXTERNAL CEILING/WALL - GENERAL.                                     · ALL PLUMBING, DRAINAGE & ASSOCIATED WORKS TO COMPLY WITH THE
                    16                                                                                                                PLUMBING CODE OF AUSTRALIA, NCC & A.S. 3500
                                                               · CEILINGS 'DIRECT FIX' 10mm UNISPAN (OR APPROVED EQUIVALENT)
                    17                                            PLASTERBOARD U.N.O.                                               · PROVIDE MINIMUM 125mm SLOTTED GUTTERS WITH APPROVED
                                                               · BRICK GAUGE TO SUIT WINDOW HEAD HEIGHT.                              OVERFLOW SPACERS
                    18
                                                               · PROVIDE FC. SHEET INFILL ABOVE SIDE & REAR ELEVATION WINDOWS &     · ALL PLIABLE MEMBRANES TO COMPLY AND BE INSTALLED IN
                    19                                                                                                                ACCORDANCE WITH NCC 3.8.7.2, A.S. 4200.1 & A.S. 4200.2.
                                                                  DOORS WHERE INDICATED BY HATCHING, TO WALLS WITH FACE BRICK
                    20                                            OR BAG & PAINT FINISH. USE BLUEBOARD INFILL (EPS WHERE            · ALL EXHAUST FANS TO BE DUCTED EXTERNALLY TO EAVE VENT OR WALL
                                                                  APPLICABLE) WHEN SELECTED RENDER FINISH TO BRICKWORK. REFER         VENT, AND COMPLY WITH NCC 3.8.7.3.
                    21                                            TO STD INFILL DETAIL SUmmARY "QS-TYP-WIND-05A".
                                                                                                                                   CONCRETE SLAB ON GROUND
                    22                                         · USE F.F.L. FOR DATUM OF WALL BRICK COURSES
                                                                                                                                    · CONCRETE SLAB TO ENGINEERS DETAIL
                    23                                         · A.J. - DENOTES BRICKWORK ARTICULATION JOINTS. REFER TO
                                                                  ENGINEERS SLAB DESIGN &/OR NCC 3.3.1.8 FOR FULL HEIGHT MASONRY
                     0                                            ARTICULATION JOINT LOCATIONS.                                        STEEL FRAMING REQUIREMENTS (WHERE APPLICABLE):
                     0                                         · ALL PARAPET WALLS TO BE PROVIDED WITH COLORBOND METAL              · 70mm STEEL FRAME & TRUSSES REQUIRING THE ISSUE OF A SIGNED
                                                                  CAPPING/FLASHING (50mm MIN' LAP TO ALL JOINS WITH CONTINUOUS        COMPLIANCE CERTIFICATE FOR THE BUILDING DESIGN - FORM 15 UPON
                                                                  SILICON SEAL BETWEEN & 30mm MIN' VERTICAL OVERHANG.)                COMPLETION AND PRIOR TO FINAL CERTIFICATION
                                                               · PROVIDE CAVITY FLASHING & WEEP HOLES ABOVE LOWER STOREY OPEN.      · STEEL FRAMES AND TRUSSES TO COMPLY WITH:
                                                               · RENDERER IS TO ENSURE WINDOW & DOOR OVERFLOW DRAINAGE              · AS/NZS 1170.0 STRUCTURAL DESIGN ACTIONS: PART 0:GENERAL
                                                                  HOLES ARE KEPT FREE OF RENDER & ARE NOT BLOCKED, IF RENDERED.       PRINCIPLES
                                                               SOFFIT DETAIL                                                        · AS/NZS1170.1 STRUCTURAL DESIGN ACTIONS: PART1: PERMANENT,
                                                                                                                                      IMPOSED AND OTHER ACTIONS
                                                               · 4.5mm FC SHEET (U.N.O.)
                                                               · SPECIFIED EAVE WIDTH, MEASURED FROM FACE OF BRICK.                 · AS/NZS 4600 COLD-FORMED STEEL STRUCTURES

                                                               · FOR BRICKWORK: ADD 160mm TO EAVE WIDTH FROM FRAME IN               · AS4055 WIND LOADS FOR HOUSING
                                                                  LIGHTWEIGHT CLAD AREAS.                                           · AS4100 STEEL STRUCTURES CODE
                                                                  FOR HEBEL: ADD 115mm TO EAVE WIDTH FROM FRAME IN LIGHTWEIGHT      · AS 3623 DOMESTIC METAL FRAMING
                                                                  CLAD AREAS. DISREGARD (PACKING/ CLADDING) .
                                                                                                                                    · AS 3566.1 SELF DRILLING SCREWS