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18 Yatama Drv - WD 15.04.21 (1)- Shed Plotted
Original PDF page 10, section 1. The text section number identifies this passage in the reader.
BOLTS OR NAILS AS PER TABLE
9.4.2(viii). BLOCKS TO BE BOTH SIDES
OF RAFTER OR BOTTOM CHORD
INTERNAL BRACING WALL
GENERAL NOTES:
TRUSS GN01-VERIFY ALL DIMENSIONS, LEVELS, SETBACKS AND SPECIFICATIONS PRIOR TO COMMENCING ANY WORKS OR ORDERING MATERIALS.
TOP PLATE ENSURE THAT ALL BUILDING WORKS CONFORM TO THE NATIONAL CONSTRUCTION CODE (NCC) OF AUSTRALIA, CURRENT AUSTRALIAN
STANDARDS, BUILDING REGULATIONS, LOCAL BY-LAWS AND TOWN PLANNING REQUIREMENTS. REPORT ALL DISCREPANCIES TO THIS
STUD OFFICE FOR CLARIFICATION.
GNO2-THESE PLANS SHALL BE READ IN CONJUNCTION WITH ANY STRUCTURAL ENGINEERING DRAWINGS.
BRACING WALL GN03-THE CONTRACTOR SHALL CARRY OUT THE WORK IN ACCORDANCE WITH THE N.C.C, AUSTRALIAN STANDARDS & LOCAL AUTHORITY
BLOCKING PIECES LARGE ENOUGH
REQUIREMENTS.
TO AVOID SPLITTING EXTERNAL WALL
GN04-ALL SERVICES ARE TO COMPLY WITH PART 3.12.5 OF THE N.C.C.
GN05-ALL WET AREAS TO COMPLY WITH NCC 3.8.1 AND AS.3740 - 2010. WALL FINISHES SHALL BE IMPERVIOUS TO A HEIGHT OF 1800mm
30 x 0.8 mm G.I. STRAPS ABOVE FLOOR LEVEL TO SHOWER ENCLOSURES, AND 150mm ABOVE BATHTUBS, BASINS, SINKS AND TROUGHS IF WITHIN 75mm OF THE WALL, U.N.O.
FORCE MUST BE GAP MUST BE PROVIDED
TRANSFERRED IN WITH NUMBER OF NAILS EACH GN06-PROVIDE NOGGINGS TO WET AREA ROOMS TO SECURE FIXING OF ACCESSORIES INCLUDING TOWEL RAILS, SHOWER BASKET, HAND
TO ALLOW FOR TRUSS
THIS DIRECTION END OF STRAP AS PER DRYERS AND TOILET ROLL HOLDERS.
DEFLECTION
TO WALL TABLE FIGURE 9.4.2(ix) GN07-W.C DOORS TO COMPLY WITH NCC ie: HAVE LIFT OFF HINGES, OPEN OUTWARD, SLIDING DOOR OR TO HAVE 1.2M BETWEEN THE PAN AND
WALLS AT STUDS
THE DOORWAY
RIGHT ANGLES
GN08-ALL DOORS LEADING TO EXITS, AND IN EXITS, ARE TO BE FITTED WITH DOOR FURNITURE
GN09-MOUNTED BETWEEN 900mm & 1200mm ABOVE FLOOR LEVEL, AND BE CAPABLE OF BEING OPENED BY A SINGLE-HANDED DOWNWARD
BRACING WALL TO TRUSSES / CEILING & FLOOR JOISTS BRACING WALL TO EXTERNAL WALL
ACTION ON A SINGLE DEVICE WITHOUT THE USE OF A KEY, FROM THE DIRECTION THAT A PERSON WOULD SEEK EGRESS.
GN10-VERIFY ALL STRUCTURAL REQUIREMENTS BEFORE AND DURING CONSTRUCTION.
GN11-SMOKE DETECTORS TO BE DIRECT MAINS WIRED WITH BATTERY BACK UP AND TO COMPLY WITH 3786 - 1993
GN12-PROVIDE ELECTRICAL SAFETY SWITCHES TO ALL SWITCHBOARDS.
GN13-ENSURE ALL NEW AND EXISTING WORKS ARE WATERTIGHT.
GN14-SEWER SHALL BE IN ACCORDANCE WITH THE RELEVANT AUTHORITY'S REQUIREMENTS. STORMWATER SHALL BE TAKEN TO LEGAL POINT
OF DISCHARGE TO THE SATISFACTION OF THE RELEVANT AUTHORITY.
GN15-FOOTINGS NOT TO ENCROACH TITLE BOUNDARIES AND EASEMENT LINES.
TWO LOOPED STRAPS (30 X 0.8mm G.I.) GN16-PROVIDE FULL HEIGHT BRICKWORK ARTICULATION EXPANSION JOINTS OPEN AT MAX. 6.0M CENTRES OR AS REQUIRED BY ENGINEER
F8 - 100 X 38 4/2.8mm DIA. NAILS EACH END AND THE SOIL REPORT.
BRIDGING PIECE AND TO BRIDGING GN17-PROVIDE WALL TIES TO BRICKWORK AT MAXIMUM 600mm CENTRES IN EACH DIRECTION AND WITHIN 300MM OF ARTICULATION JOINTS.
30° MAX. GN18-ENSURE THAT ALL STEEL WORK, BRICK CAVITY TIES, AND STEEL LINTELS, ETC. THAT ARE
GN19-IMBEDDED OR FIXED INTO MASONRY BE PROTECTED IN ACCORDANCE WITH A.S. 1650 OR A.S. 3700- 2012 TABLE 2.2, HOT DIPPED GALV.,
S/LESS STEEL OR CADMIUM COATED.
2 nailing plates each end of GN20-PROVIDE CAVITY FLASHING AND PROVIDE WEEP HOLES EVERY SECOND PERPEND MIN. 2 BRICK COURSES ABOVE & BELOW WINDOWS
M 10 Bolts
bridging, legs not bent
WHERE REQUIRED
with 6/2.8 mm Ø nails to
GN21-WINDOW SIZES ARE NOMINAL ONLY ACTUAL SIZES WILL VARY ACCORDING TO MANUFACTURER. WINDOWS TO BE FLASHED ALL AROUND.
each face
ALL WINDOW OPENINGS ARE TO BE MEASURED ON SITE PRIOR TO MANUFACTURE
3/75 X 3.15mm - ALL INTERNAL GLAZING TO BE IN ACCORDANCE WITH AS1288-2006 AND ALL EXTERNAL GLAZING TO BE IN ACCORDANCE WITH AS2047-1999
GAP TO DIA. NAILS GN22-SOIL CLASSIFICATION - THESE PLANS SHALL BE READ IN CONJUNCTION WITH THE SOIL REPORT BYTHE RELEVANT ENGINEER
TRUSS GN23-FOOTINGS TO BE FOUNDED AT THE MINIMUM DEPTHS AS INDICATED IN THE SOIL REPORT.
(OR AS PER ENGINEERS DETAILS)
TRUSS
100 X 50 mm bridging piece GN24-INSTALL ALL WALL AND ROOF BRACING AS REQUIRED BY AS1684.4 SECTION 8
on edge GN25-SWIMMING POOL SAFETY REQUIREMENTS MUST BE INSTALLED IN ACCORDANCE WITH AS1926.1- 1993 & AS1926.2-2007
BRACING WALL
GN26-ALL EXPOSED DOWNPIPES ARE TO BE ZINCALUME OR SELECTED COLORBOND FINISH. PROVIDE 90mm DIA HEAVY DUTY PVC DRAIN
WALLS PARALLEL
MINIMUM 1:100 FALL. PROVIDE MINIMUM 75mm DOWN PIPE AT 12m CENTRES,
BRACING WALL TO TRUSSES & CEILING JOISTS BRACING WALL TO FLOOR JOISTS GN27-EXTERNAL CLADDING TO BE INSTALLED AND WATERPROOFED TO MANUFACTURES SPECIFICATIONS
GN28-ALL WORKS SHALL COMPLY WITH, BUT NOT LIMITED TO, THE CURRENT/RELEVANT EDITION OF THE BCA AND THE
FOLLOWING AUSTRALIAN STANDARDS:
AS 1288 GLASS IN BUILDINGS - SELECTION AND INSTALLATION
AS 1562 DESIGN AND INSTALLATION OF SHEET ROOF AND WALL CLADDING
AS 1684 RESIDENTIAL TIMBER FRAMED CONSTRUCTION- NON CYCLONIC
Nailing plates or framing AS 1720 TIMBER STRUCTURES
anchor (legs not bent) AS 1860.2 PARTICLEBOARD FLOORING - INSTALLATION
to either end of nogging AS 2049 ROOF TILES
6/2.8 mm Ø nails each face AS 2870 RESIDENTIAL SLABS AND FOOTINGS
AS 2904 DAMP-PROOF COURSES AND FLASHINGS
Shear blocks AS 3600 CONCRETE STRUCTURES
nailed or bolted 100 x 30 mm AS 3660 TERMITE MANAGEMENT - NEW BUILDING WORK
as per table nogging AS 3700 MASONRY STRUCTURES
Fig 9.4.2. (VI) AS 3740 WATERPROOFING FOR DOMESTIC WET AREAS
AS 3786 SMOKE ALARMS
AS 4055 WIND LOADS FOR HOUSING
M 10 Bolts
AS 4100 STEEL STRUCTURES
AS 4440 INSTALLATION OF NAIL PLATED TIMBER ROOF TRUSSES
AS 3500 GUTTERS & DOWN PIPES
THESE NOTES ARE NEITHER EXHAUSTIVE, NOR A SUBSTITUTE FOR REGULATIONS, STATUTORY REQUIREMENTS,
GAP TO TRUSS BUILDING PRACTICE OR CONTRACTUAL OBLIGATIONS,
AND UNLESS EXPRESSLY STATED OTHERWISE, ARE PROVIDED ONLY AS GUIDELINES.
BRACING WALL
Double joist or 450 mm long full depth cleat
nailed to joist with 6/75 x 3.15 mm Ø nails
TRUSSES PARALLEL TO BRACING WALL BRACING WALL TO FLOOR JOISTS
© COPYRIGHT. THIS DRAWING REMAINS THE PROPERTY OF G.J GARDNER HOMES & IS PROVIDED FOR THE USE AS DESCRIBED & MAY NOT BE USED OR REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION. ANY LANDSCAPING (WHEN SHOWN) ARE FOR ILLUSTRATIVE PURPOSES ONLY AND DO NOT FORM PART OF ANY CONTRACT.
PAGE: SHEET SIZE: REV DRN CHK DETAILS DATE:
CLIENT: PROJECT ADDRESS: PROPOSED NEW RESIDENCE 10 A3
I/WE HAVE CHECKED THE PLANS AND AGREE THAT
THEY ACCURATELY DEPICT THE HOUSE FOR
MM MM CONCEPT DRAWINGS FOR PRICING 25.01.21
CUSTOM Steven Turvey JOB NUMBER: MM MM CONSTURCTION SET INC. AMENDS 26.03.21
CONSTRUCTION.
6 & SP253957 Job Number MM MM RFI AMENDS 15.04.21
JOB SPECIFICATION BY BUILDER TAKES
PRECEDENCE OVER THESE PLANS.
GJ NOOSA PTY LTD DRAWING TITLE: 18 Yatama Plc, SALESPERSON:
QLD QLD Cooroibah Chris Mcneil OWNER SIGNED: ............................... DATE: ..........
© COPYRIGHT EXCLUSIVE DATE: OWNER SIGNED: ............................... DATE: ..........
QBCC 1303975 TO G.J.GARDNER HOMES QBCC 1257143 Typical Tie-Down Details 26.03.21 BUILDER SIGNED: ............................. DATE: ..........
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