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Appendix E - Existing Dwelling House Plans (For Information Purposes Only)
Plans and drawings: the text below has words only, no drawings.
Original PDF page 14, section 1. The text section number identifies this passage in the reader.
TO SCALE ON A2
REFERENCE CODES BRANDING OF STRUCTURAL PLYWOOD
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH THE EACH SHEET OF STRUCTURAL GRADE PLYWOOD SHALL
BUILDING ACT 1975 - 1991 AND ALL CODES REFERRED HAVE THE FOLLOWING INFORMATION LEGIBLY AFFIXED
THEREIN. THERON BY THE MANUFACTURER AT THE POINT OF
MANUFACTURE AT LEAST ONCE:
(A) THE MANUFACTURERS NAME OR REGISTERED
PRELIMINARIES MARK.
ALL CONSTRUCTION METHODS, MATERIALS & (B) THE WORD 'STRUCTURAL' OR PRODUCT
WORKMANSHIP MUST COMPLY WITH THE BUILDING ACT DESCRIPTION.
& SUBSEQUENT AMENDMENTS AND ALL AUST. STD's (C) REFERENCE TO THE STANDARD, ie., AS/NZ 2269.
REFERRED THEREIN. (D) THE GRADE OF OUTER PLIES (FACE FIRST, BACK
IT IS THE BUILDERS RESPONSIBILITY TO VERIFY THE LAST), eg., CC, CD OR DD. WHERE NON-STANDARD
CONTENTS OF THIS DOCUMENT BEFORE VENEER GRADES ARE USED AS PERMITTED IN CLAUSE
CONSTRUCTION IS COMMENCED. 3.4.1(c), BRANDING SHALL INCLUDE A DESCRIPTOR THAT
WRITTEN MEASUREMENTS ARE TO THE FACE OF NON-STANDARD VENEER QUALITY HAS BEEN USED IN
TIMBER FRAMING OR THE BRICKWORK & ARE TO TAKE THE PLYWOOD ASSEMBLY.
PRECEDENCE OVER SCALED MEASUREMENTS. THIS REQUIREMENT MAY BE MET BY REFERENCE TO A
ALL LEVELS ARE TO BE VERIFIED ON SITE. PRODUCT NAME OR DESCRIPTION THAT REFERENCES
THE NON-STANDARD VENEER QUALITY IN THAT
CONCRETOR PRODUCTS SPECIFIC MANUFACTURING SPECIFICATION.
ALL CONCRETE SHALL COMPLY WITH AS:3600. (E) THE BOND TYPE OF THE GLUE LINE, i.e., A BOND
FOOTINGS AND SLABS SHALL COMPLY WITH AS:2870 - (F) AN INDICATION OF THE STRESS GRADE OF THE
1986. SHEET, e.g., F7
WHERE LOCAL AUTHORITIES REQUIRE SOIL TESTS & (G) THE PANEL CONSTRUCTION CODE e.g., 17-24-7
ENGINEERED FOOTING AND SLAB DETAILS, THE (H) IF IMMUNIZED OR PRESERVATIVE-TREATED,
ENGINEERS DETAILS TAKE PREFERENCE OVER DRAWN BRANDING IN ACCORDANCE WITH AS/NZ 1604.3.
DETAILS WITHIN THIS DOCUMENT.
GIRDER TRUSS NOTE
CARPENTER ALL GIRDER TRUSSES TO BE SUPPORTED BY 3xMGP10
ALL TIMBER SIZES ARE THE MINIMUM REQUIRED UNDER OR 2xMGP12 STUDS OF A SIZE COMMON TO THE WALL
THE CODES, WALLS ARE 2400mm UNLESS OTHERWISE OR 2xMGP10 OF A SIZE COMMON TO THE WALL AT EACH
NOTED. SIDE OF AN OPENING IN ADDITION TO THE JAMB STUDS
WC DOORS ARE TO BE SWUNG TO OPEN OUT OR BE WHEN THE GIRDER TRUSS IS LOCATED OVER AN
FITTED WITH LIFT OF HINGES IF LESS THAN 1200M OPENING WHICH DOES NOT EXCEED 2460mm IN WIDTH
FROM PAN TO WALL. UNLESS NOTED OTHERWISE ON THESE PLANS.
TIMBER SIZES TO BE AS PER THE TIMBER SIZES TABLE IF IN THE EVENT THAT THE GIRDER TRUSS LOCATIONS
OF THE BRACING PLAN & THE TIE DOWN DETAILS ARE ALTERED, THE BUILDER & OR THE TRUSS
DETAILS TO BE AS PER THE TABLE ON THE BRACING MANUFACTURER ARE TO INFORM THIS OFFICE SO THAT
PLAN. ROOF TRUSSES TO BE AS PER ENGINEERED AMENDED DRAWINGS CAN BE ISSUED.
DESIGN BY AUTHORIZED MANUFACTURERS AND SHALL
BE FIXED IN ACCORDANCE WITH THEIR DETAILS.
TRUSSES TO BE BRACED STRICTLY IN ACCORDANCE NOTES
WITH THE MANUFACTURERS RECOMMENDATIONS. - ALL TIMBER FRAMED WALLS TO WET AREA'S TO BE
LINED WITH F.C SHEET OR WR BOARD.
- ALL HANDRAILS TO BE 1000mm MIN. ABOVE FINISHED
OTHER TRADES FLOOR (CARPET / TILES ETC.) AND WITH 125mm MAX.
UNLESS OTHERWISE SPECIFIED: SPACING BETWEEN BALUSTRADING.
THE WALLS SHALL BE SHEETED WITH 10mm GYPROCK - DOORS TO W.C's TO HAVE LIFT OF HINGES FITTED IF
AND 6mm VILLA BOARD TO THE WET AREA'S. LESS THAN 1200mm CLEAR WIDTH FROM PAN TO WALL.
CEILINGS TO BE SHEETED AS REQUIRED BY THE - FIRST FLOOR TIMBER FLOORS TO HAVE AN APPROVED
MANUFACTURER & THE ROOF TRUSS CENTRES SEE "WET AREA" FLOORING FIXED IN ACCORDANCE WITH THE
THE MANUFACTURERS DETAILS. MANUFACTURERS SPECIFICATIONS.
CEILING GYPROCK TO BE FIXED DIRECTLY TO THE - ALL LAMINATED BEAMS TO HAVE FULL WIDTH BEARING
UNDERSIDE OF THE ROOF TRUSS BOTTOM CORD AS AT EACH END.
REQUIRED BY THE MANUFACTURER.
C:\Olivet Design\1. HOMES IN DESIGN\STROUD HOMES\PROJECTS\2022\LOT 11 #12 ROBIN PLACE, LAKE MACDONALD - 11ROB\CADS\LOT 11 #12 ROBIN PLACE.pln
- MASONARY CONSTRUCTION TO AS:3700.
ROOF SHEETING TO BE FIXED AS REQUIRED BY THE - TERMITE PROTECTION TO BE IN ACCORDANCE WITH
MANUFACTURER TO METAL BATTENS. AS:3660 & SHALL BE AN APPROVED PROPRIETARY
ROOF TILES TO BE FIXED AS REQUIRED BY THE SYSTEM.
MANUFACTURERS IN RELATION TO THE SPECIFIED - ALUMINIUM SLIDING WINDOWS TO BE INSTALLED IN
WIND RATING. ACCORDANCE WITH AS:1288
BRICKWORK SHALL BE STRAIGHT, PLUMB & LEVEL - INSULATION TO THE EXTERNAL WALLS AND CEILINGS
(WITHIN THE CODE FOR BRICKWORK) & HAVE VENEER TO BE AS NOTED ON THESE PLANS
TIES AT MAX. 600mm CENTRES BOTH HORIZONTALLY - WRITTEN DIMENSIONS TO TAKE PRECEDENCE OVER
AND VERTICALLY. SCALED DIMENSIONS
ROOFWATER / DRAINAGE NOTES
- RAINFALL INTENSITY OF 250mm / hr WITH ARI OF 20 SITE NOTES
YEARS (BRISBANE) - PLATFORM IMMEDIATELY SURROUNDING THE
AS PER PART 3.5.2 OF THE N.C.C., THE ROOF AREA PER DWELLING TO FALL AWAY FROM THE DWELLING AT A
DOWNPIPE IS CALCULATED USING THE STRAMIT QLD. SLOPE OF 1 IN 20 MINIMUM OVER 1M TO A EARTH DRAIN
QUAD EAVES GUTTER WITH AN EFFECTIVE CROSS- AS INDICATED ON THE SITE PLAN.
SECTIONAL AREA OF 8100sq.mm. ACHIEVING A MAX. - THE SURFACE DRAIN TO DISCHARGE EVENLY WITHIN
ACTUAL ROOF AREA PER DOWNPIPE OF 40m². THE SITE AND WITHOUT NUISANCE TO ADJOINING
WHICH GIVES A MAX. PLAN AREA OF 49.8m² @ 5°, [email protected]°, 48.3m² @ 15°, 47.0m² @ 20°, 45.3m² @ 25° & USING - MAX. 1000mm HIGH TIMBER RETAINING WALL WITH 65Ø-
100 X 75mm DOWNPIPES. AG PIPE (TO DISCHARGE TO STORMWATER LINE) &
- AS PER PART 3.1.2 OF THE N.C.C. IN ACCORDANCE WITH
AS / NZ 3500.3.2, UPVC STORMWATER PIPELINES
GRANULAR BACKFILL BEHIND & TO BE WHOLLY
CONTAINED WITHIN THE SITE, ONLY IF INDICATED ON GENERAL NOTES:
WITH AThis
FALL
plan isOF
APPROVED
HAVING A SMOOTH (NON-PROFILED) INTERNAL BORE
1:100
certified MIN. &with
for compliance A NOMINAL DIAMETER OF
the requirements
THE SITE PLAN. 1. ALL BUILDING WORKS TO BE IN COMPLIANCE WITH THE N.C.C. 2016.
- HEIGHT OF FENCE INCLUDING THE HEIGHT OF THE
100mm ACHIEVES of the BUILDING ACT 1975, the BUILDING
A HYDRAULIC CAPACITY OF 8L/s,
REGULATION 2006, and attached approval conditions. RETAINING WALLS ARE NOT TO EXCEED 2000mm ABOVE 2. THESE DRAWINGS ARE TO BE READ IN CONJUNCTION WITH
GIVING A MAX. ACTUAL ROOF AREA OF 114.7m² OR A NATURAL GROUND LEVEL, ONLY IF INDICATED ON THE STRUCTURAL AND CIVIL ENGINEERING, DRAWING AND TRUSS LAYOUTS.
MAX. PLAN AREA OF 110.2m² @ 5°, 105.2m² @ 10°, 101.0m²
2022-4454 SITE PLAN.
@ 15°, 97.2m² @ 20°, 93.2m² @ 25° PER STORMWATER - DRIVEWAY SLOPE NOT TO EXCEED 1:4 OR AS PER 3. THESE PLANS HAVE BEEN PREPARED FOR THE EXCLUSIVE USE OF
REFER DECISION NOTICE
PIPE.
Project BA
LOCAL COUNCIL REQUIREMENTS, SEE SITE PLAN FOR TRANSPIRE CONSTRUCTIONS AND FOR THE PURPOSE EXPRESSLY
SECTIONAL VIEW OF DRIVEWAY ON SLOPING SITES.
- DRVEWAY AND FOOTPATH CROSS OVER BY OWNER. NOTIFIED BY THE AUTHOR. NO OTHER PERSON MAY USE THESE PLANS.
Copyright Notice: All house plans produced by the builder/designer Notes: Madden Developments Pty Ltd
Client Drawing name:
N REVISION R2 Wind class: Flood level: Scale:
and the information contained within these documents are the exclusive
property of the builder/designer. These house plans cannot be copied
UPGRADE ITEMS SHOWN IN RED ABN: 52 169 872 486
QBSA Lic No: 1284666
Kellie Wilks Notes Page CONSTRUCTION PLAN SET 14/10/22
R1 MARK UPS 02/11/22
N3 TBC @A3
@A2
Dimensions shall not be obtained by scaling. All Project Project status: Soil class: BAL:
or reproduced, in part or in whole in any form or by any method without R2 MARK UPS 09/11/22
the express written consent of the builder/designer. The house plans dimensions are in millimeters unless noted otherwise. LOT 11 #12 ROBIN PLACE, LAKE CONSTRUCTION TBC 12.5
Setout dimensions shall be verified on site prior to any
provided by the builder/designer are provided to the customer with a work
107 Sugar Road Maroochydore QLD 4558,
Phone: 07 5444 2521 MACDONALD, QLD 4563 Plot date: A0.14
limited license to construct one home only.
being carried out. Any problems shall be directed Email: [email protected] Design: MOD WILDFLOWER 300 Proj. No. 11ROB
to the builder for clarification & correction 9/11/2022
GSPublisherVersion 0.73.100.100
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