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Appendix A - Proposal Plans
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Plans and drawings
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*WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALE.
*FLOOR PLAN DIMENSIONS ARE TO FRAME SIZE ONLY
FRAMING BRICK PIERS/COLUMNS/POSTS STEEL FRAMING REQUIREMENTS (WHERE APPLICABLE) REFERENCE DETAILS
FRAMING • PROVIDE BALCONY/ PORTICO &/OR ROOF SUPPORT WITH ENCASED SLIP JOINT • 70MM STEEL FRAME & TRUSSES REQUIRING THE ISSUE OF A SIGNED
• ALL STRUCTURAL TIMBER FRAMING SIZES TO BE IN ACCORDANCE WITH A.S. 1684 SHS POSTS (FULL LENGTH U.N.O.) CHEM-SET TO CONCRETE FOOTING TO COMPLIANCE CERTIFICATE FOR THE BUILDING DESIGN - FORM 15 UPON DETAIL NO. DETAIL DESCRIPTION
NATIONAL TIMBER FRAMING CODE & OR ENGINEERS STRUCTURAL COMPUTATIONS. ENGINEERS DETAIL COMPLETION AND PRIOR TO FINAL CERTIFICATION X-TYP-XXXX-XX XXXX TYPICAL FACADE DETAIL
• FLOOR TO BE PREFABRICATED TO MANUFACTURERS SPEC. & ALLOW 300MM MIN' • HEADER COURSE TO TOP OF ALL BRICK PIERS LOWER THAN SOFFIT LINE U.N.O • STEEL FRAMES AND TRUSSES TO COMPLY WITH: QO-TYP-WET-01 TILED RECESS DETAIL
DEPTH TO ALLOW FOR SERVICES • USE 330MM BELOW FFL FOR DATUM OF PIER BRICK COURSES • AS/NZS 1170.0 STRUCTURAL DESIGN ACTIONS: PART 0: GENERAL PRINCIPLES QS-TYP-CLAD-02 LINEA CLADDING DETAIL
• SPACED & FIXED TO PROVIDE SUPPORT @ 450MM CRS. • REFER TO “Q-TYP-POST TYPES” FOR SHS POSTS DETAILS • AS/NZS1170.1 STRUCTURAL DESIGN ACTIONS: PART1: PERMANENT, IMPOSED QS-TYP-CLAD-09 BLUEBOARD CLADDING DETAIL
• FLOOR JOISTS UNDER ALL SHOWERS TO BE STEPPED DOWN 50mm (U.N.O.) REFER AND OTHER ACTIONS QS-TYP-MISC-04 FLASHING DETAILS
DETAIL "QS-TYP-SHOW-02" TERMITE PROTECTION • AS/NZS 4600 COLD-FORMED STEEL STRUCTURES
QS-TYP-ROOF-01 EXPOSED RAFTER DETAIL
ROOF FRAMING • PROVIDE TERMITE MANAGEMENT SYSTEM DEEMED TO SATISFY A.S. 3660.1 • AS4055 WIND LOADS FOR HOUSING
• PREFABRICATED ROOF TRUSSES TO MANUFACTURERS SPECIFICATIONS. PITCH • AS4100 STEEL STRUCTURES CODE
STEPS/STAIRS/BALUSTRADES • AS 3623 DOMESTIC METAL FRAMING
AS SHOWN ON ELEVATIONS.
• INTERNAL CEILING AREAS SPACED & FIXED AT 600MM MAX. CRS. • ALL STEPS MUST COMPLY WITH NCC 3.9.1. • AS 3566.1 SELF DRILLING SCREWS
• EXTERNAL CEILING AREAS SPACED & FIXED AT 450MM MAX. CRS. • BARRIERS & HANDRAILS MUST COMPLY WITH NCC 3.9.2.
• SKILLION ROOF SPACED & FIXED AT 900MM MAX. CRS.
• GIRDER TRUSSES TO BE PLACED DIRECTLY OVER EXTERNAL WALL STUDS OR
WET AREAS
APPROVED LINTEL. • WATERPROOFING OF WET AREAS TO COMPLY WITH A.S. 3870 & NCC 3.8.1.
• WALL LINING TO WET AREAS TO BE 6MM VILLABOARD U.N.O..
WALL FRAMING
• CEILING 'DIRECT FIX' 10MM UNISPAN (OR EQUIVALENT) PLASTERBOARD.
• EXTERNAL STUD WALLS 70MM TH, U.N.O. @ 600 MAX. CRS
• ALL WALL TILING HEIGHTS ARE NOMINAL, AND TO BE ADJUSTED ON SITE TO
• INTERNAL STUD WALLS 70MM TH U.N.O. @ 600 MAX. CRS
SUIT. SHOWER TILING TO EXTEND MIN. 20MM ABOVE SCREEN.
• ALL WINDOWS HEADS TO FINISH FLUSH WITH SOFFIT LINING U.N.O.
• LINTEL SIZES TO ENGINEERS DESIGN
• WALL BRACING, FIXING, TIE DOWNS, DURABILITY NOTES & ANY ADDITIONAL GLAZING SOFFIT DETAIL
ENGINEERING REQ. TO BE AS PER ENGINEERS DETAIL • 4.5MM FC SHEET (U.N.O.)
• WINDOW HEAD HEIGHT DIMENSION GENERALLY TAKEN TO THE NEAREST
CORRESPONDING BRICK COURSE. • SPECIFIED EAVE WIDTH, MEASURED FROM FACE OF BRICK.
GARAGE DOOR
• WIN. SUPPLIER TO SUPPLY COVER BOARDS TO ALL CORNER WIN. U.N.O. • FOR BRICKWORK: ADD 160mm TO EAVE WIDTH IN LIGHTWEIGHT CLAD AREAS.
• 2100MM GARAGE DOOR OPENING, FRAMING AT 2080MM AFFL
• ALUMIN. SLIDING WIN. & DOORS TO SIDE & REAR ELEVATIONS U.N.O. FOR HEBEL: ADD 115mm TO EAVE WIDTH FROM FRAME IN LIGHTWEIGHT CLAD AREAS.
• 2130MM GARAGE DOOR OPENING, FRAMING AT 2105MM AFFL DISREGARD (PACKING/CLADDING)
• GARAGE DOOR OPENING > 2130MM, FRAMING 25MM BELOW OPENING DIMENSION • ALL GLAZING TO COMPLY WITH A.S. 1288 GLASS IN BUILDINGS, & WITH A.S. 4055
FOR WIND LOADING
CLADDING • ALL WINDOWS WITH A SILL HEIGHT OF 2M OR MORE ABOVE GROUND LEVEL
ROOF CLADDING/PLUMBING SHALL BE RESTRICTED TO BE UNOPENABLE BEYOND 125MM, TO COMPLY WITH
• CLADDING AS SPECIFIED ON ELEVATIONS NCC 3.9.2.5 REQUIREMENTS (U.N.O.)
• SELECT COLORBOND FASCIA & GUTTER
• RAINHEADS/ DOWNPIPES TO BE CONNECTED TO U/G DRAINAGE ENERGY EFFICIENCY NOTES
INTERNAL CEILING/WALL - GENERAL. • PROVIDE BULK CEILING INSULATION AS PER STD SPECIFICATIONS (U.N.O.).
• CEILING 'DIRECT FIX' 10MM UNISPAN PLASTERBOARD (OR APPROVED EQUIVALENT) • PROVIDE EXTERNAL WALL INSULATION AS PER STD SPECIFICATIONS (U.N.O.)
U.N.O. • PROVIDE WEATHER STRIPPING TO ENTRY & LAUNDRY DOORS.
• WALLS TO BE 10MM PLASTERBOARD U.N.O • SEALED GAPS AROUND WINDOWS & EXTERNAL DOORS TO BE INSTALLED IN
ACCORDANCE WITH NCC 3.5.4.6 AND A.S. 2904
EXTERNAL CEILING/WALL - GENERAL.
• CEILINGS 'DIRECT FIX' 10MM UNISPAN (OR APPROVED EQUIVALENT) PLASTERBOARD MISCELLANEOUS
U.N.O. • ALL HWU'S TO BE AS NOMINATED
• BRICK GAUGE TO SUIT WINDOW HEAD HEIGHT • FLUES FOR ALL HEATERS (WHERE APPLICABLE) ARE TO BE INSTALLED TO
• PROVIDE FC. SHEET INFILL ABOVE SIDE & REAR ELEVATION WINDOWS & DOORS MANUFACTURERS SPECIFICATIONS
WHERE INDICATED BY HATCHING, TO WALLS WITH FACE BRICK OR BAG & PAINT • ALL WATER CLOSET DOORS TO BE REMOVABLE IN ACCORDANCE WITH NCC.
FINISH. USE BLUEBOARD INFILL (EPS WHERE APPLICABLE) WHEN SELECTED RENDER 3.8.3.
FINISH TO BRICKWORK. REFER TO STD INFILL DETAIL SUMMARY "QS-TYP-WIND-05A". • ALL PLUMBING, DRAINAGE & ASSOCIATED WORKS TO COMPLY WITH THE
• USE F.F.L. FOR DATUM OF WALL BRICK COURSES PLUMBING CODE OF AUSTRALIA, NCC & A.S. 3500
• A.J. - DENOTES BRICKWORK ARTICULATION JOINTS. REFER TO ENGINEERS SLAB • PROVIDE MINIMUM 125mm SLOTTED GUTTERS WITH APPROVED OVERFLOW
DESIGN &/OR NCC 3.3.1.8 FOR FULL HEIGHT MASONRY ARTICULATION JOINT SPACERS
LOCATIONS. • ALL PLIABLE MEMBRANES TO COMPLY AND BE INSTALLED IN ACCORDANCE WITH
• ALL PARAPET WALLS TO BE PROVIDED WITH COLORBOND METAL CAPPING/FLASHING NCC 3.8.7.2, A.S. 4200.1 & A.S. 4200.2
(50MM MIN' LAP TO ALL JOINS WITH CONTINUOUS SILICON SEAL BETWEEN & 30MM MIN' • ALL EXHAUST FANS TO BE DUCTED EXTERNALLY TO EAVE VENT OR WALL VENT,
VERTICAL OVERHANG.) AND COMPLY WITH NCC 3.8.7.3
• PROVIDE CAVITY FLASHING & WEEP HOLES ABOVE LOWER STOREY OPEN.
• RENDERER IS TO ENSURE WINDOW & DOOR OVERFLOW DRAINAGE HOLES ARE KEPT CONCRETE SLAB ON GROUND
FREE OF RENDER & ARE NOT BLOCKED, IF RENDERED. • CONCRETE SLAB TO ENGINEERS DETAIL
NOTES: DRAWING TITLE: DESIGN: OWNER:
GENERAL NOTES P. & D. TOWNSEND
FONTAINE 49
CEILING:
LOT 4 COOROY-BELLI CREEK ROAD
30/11/2021 3:45:39 PM
27G L COOROY, QLD
JOB N°: 726886 PERMIT N°: TBC
© COPYRIGHT
209 Robina Town Centre Dr, Robina, QLD, 4226 WIND SPEED: N5 MASTER ISSUED: FEB 2021
QBCC LICENSE N°: 40992 Metricon homes owns copyright
NSW BUILDERS LICENCE N°: 36654C in this drawing. DRAWN: AAI CHECKED: SHEET:
A.C.N. 053189469 Unauthorised use, reproduction
Tel: (07) 5501 7200 - Fax: (07) 5562 2194
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or adaption is forbidden and will
be prosecuted.
CONTRACT 01/12
SPEC: SIGNATURE LUXE 01.07.2021 DATE: 15.11.21
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