Original source · versioned page text
Appendix A - Proposal Plans
Plans and drawings
This document appears to be plans or drawings. Its page text below holds only the words printed on the drawings, without the drawings themselves, so it may be jumbled or hard to follow. To see the plans as drawn, choose Original above or download the file (both need you to log in).
Log in to see the plans as drawn NOTES:
- POSTS TBC BY
ENGINEER
NORTH
NOTES: REVISION
LICENSED PLUMBER TO VERIFY DOWNPIPE No. DATE DESCRIPTION ISS. BY
NUMBERS AND POSITIONS PRIOR TO
CONSTRUCTION OR ORDERING
PLATFORM IMMEDIATELY SURROUNDING
DWELLING TO FALL AWAY AT A SLOPE OF 1 IN 20.
SURFACE DRAINAGE TO DISCHARGE EVENLY
WITHOUT NUISANCE TO ADJOINING PROPERTIES
SITE TO BE SCRAPED CLEAN OF VEGETATION TO LANDING ABOVE
BUILDING AREA
ALL LEVELS SHOWN ARE INDICATIVE ONLY AND
ARE TO BE CONFIRMED ON SITE. NO
RESPONSIBILITY TAKEN FOR ANY LEVELS SHOWN.
SURVEYORS PLANS TO TAKE PRECEDENCE OVER
ANY LEVELS SHOWN ON THESE DOCUMENTS
PLUMBER TO DESIGN GROUNDWATER DRAINAGE
SYSTEM. ONE (1) YARD GULLY STANDARD
NOTE: ENGINEERS DETAILS, DRAWINGS &
SPECIFICATIONS TO TAKE PRECEDENCE OVER
THESE DRAWINGS
BUILDER TO VERIFY ALL DIMENSIONS PRIOR TO
ORDERING ANY MATERIALS
SEAL ALL WET AREAS IN ACCORDANCE WITH AS
3740 & BCA REQUIREMENTS
PLUMBER RESPONSIBLE TO LOCATE AND CONFIRM
SEWER HOUSE CONNECTION LOCATION
ACCURATELY PRIOR TO COMMENCEMENT.
PLUMBER IS TO VERIFY WITH SITE SUPERVISOR
PRIOR TO SETTING OUT FIXTURE DRAINAGE
POINTS. NO AMENDMENTS OR SPECIAL FIXTURES
HAVE BEEN NOMINATED
HOUSE
REFER TO SPECIFICATION FOR ALL CONCRETE ABOVE
SLAB FINISHES
WHERE SERVICES / PIPEWORK ARE LOCATED
VERANDAH VERANDAH
.
UNDER DRIVEWAYS AND SLABS CONTRACTORS
ABOVE ABOVE
. A
ARE TO ENSURE ADEQUATE COMPACTION TO
D
TRENCH BACKFILL ACHIEVED TO SUPPORT
R
CONCRETE
REBATE GARAGE DOORS & SLIDING GLASS DOORS
U E O
F T I ON
I S S T F O R CO
20mm, AND SHOWER RECESSES 40mm IN
LOCATIONS SHOWN ACCORDING TO MANUF' SPEC.
OR BUILDERS DIRECTIONS N S TRUC
DEVELOPMENT SEWER CONNECTION DETAILS NO
AND INFORMATION WAS UNAVAILABLE AT THE
TIME OF WORKING DRAWINGS PREPARATION.
matt bradley designs
©MATT BRADLEY DESIGNS - ACN: 637 963 396 - ABN: 53 637 963 396
PLUMBER IS RESPONSIBLE TO DETERMINE
www.mattbradleydesigns.com.au - [email protected] - 0488 554 020
ALL DESIGN, CONSTRUCTION METHODS & MATERIALS TO BE IN ACCORDANCE WITH:
CONNECTION INFORMATION FROM - THE BUILDING CODE OF AUSTRALIA (BCA);
- THE QUEENSLAND DEVELOPER CODE (QDC);
- BUILDING REGULATIONS;
DEVELOPER AND TO COMPLY WITH ALL - CURRENT ISSUES OF AUSTRALIAN STANDARDS & MANUFACTURER'S
SPECIFICATIONS & INSTALLATION DETAILS FOR MATERIALS USED.
RELEVANT DETAILS AND REQUIREMENTS DIMENSIONS ARE SUBJECT TO SITE MEASUREMENT & VERIFICATION.
DO NOT SCALE OFF THIS DRAWING. PLANS COPYRIGHT MATT BRADLEY DESIGNS PTY LTD
PROJECT ADDRESS
163 UPPER PINBARREN CREEK ROAD,
PINBARREN, QLD 4568
SUBTERRANEAN TERMITES: DRAW ING TITLE
SUBTERRANEAN TERMITE PROTECTION TO BE IN NEW POST / SLAB SETOUT
ACCORDANCE WITH AS 3660. KORDON PHYSICAL
TERMITE BARRIER TO PERIMETER AND ALL SLAB
PLAN
PROTRUSIONS / PENETRATIONS. 80MM MIN CLIENT
PHILLIP O'MALLEY
EXPOSED SLAB FACE TO PERIMETER TO ACT AS DRAW N
VISUAL DETECTION SYSTEM AGAINST TERMITE EB
INFESTATION AS PER AS3660 AND ALL RELATED SCALE
1 : 100 @ A3
CODES. ANY OTHER SYSTEM USED MUST BE A DATE
CERTIFIED SYSTEM TO BCA REQUIREMENTS. 2021-11-19
PROJECT NO.
2021136
0 0.5 1 2 3 4 5 10m
1 NEW
1 : 100
POST SETOUT DRAW ING NO.
WD-08 rev:
QBCC LICENCE: 15025395
SCALE = 1:100
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalSearchable page text hides email addresses. Original files are unchanged and may show email addresses.