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Minor Change Application
Attached to the e-mail RE_ MCU23_0085 - Mitton - Request for Minor Change to a Development Approval - 7 Ashdown Court_ Tinbeerwah QLD 4563.
Original PDF page 6, section 1. The text section number identifies this passage in the reader.
THIS DRAWING IS SUBJECT TO COPYRIGHT LAWS AND
STANDARD SPECIFICATION MAY NOT BE COPIED WITHOUT THE WRITTEN PERMISSION
GENERAL NOTES: SITE PLAN
DRAWINGS ARE FOR OBTAINING A BUILDING PERMIT AND SUBMISSIONS TO A BUILDING RELEVANT SURVEY PEGS ARE TO BE SITED IN POSITION PRIOR TO THE COMMENCEMENT OF CONSTRUCTION.
OF ANNA PAROZ DESIGN AND DRAFTING ©
CERTIFIER. EXACT LOCATION & ASPECT TO BE CONFIRMED BY OWNER/BUILDER ON SITE.
THEY ARE NOT DETAILED SUFFICIENTLY FOR A SPECIFICATION. SAFETY REQUIREMENTS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE WORKPLACE, HEALTH
ROOFWATER DRAINAGE
ALL ROOFWATER DRAINAGE SYSTEMS MUST BE CONNECTED TO A STORMWATER DRAINAGE SYSTEM
ALL CONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS OF NATIONAL CONSTRUCTION AND SAFETY ACT 2011. AS ADMINISTERED BY THE DIVISION OF ACCIDENT PREVENTION.
COMPLYING WITH NCC PART 3.1.2, DRAINAGE OR AS/NZ3500.
CODE, QUEENSLAND DEVELOPMENT CODE, AND THE STANDARD BUILDING LOCAL BY-LAWS. THE PROFILE OF THE VEHICLE ACCESS DRIVE IS TO BE AS PER LOCAL AUTHORITY REQUIREMENTS.
WORKERS ARE TO DETERMINE SAFE MANUAL & MECHANICAL HANDLING, LIFTING & INSTALLATION
TO BE READ IN CONJUNCTION WITH ALL OTHER PROJECT (OTHER CONSULTANTS) DRAWINGS, SITE DRAINAGE
OF ARCHITECTURAL FIXTURES & COMPONENTS WHILE FOLLOWING WHS INSTRUCTIONS ON
SPECIFICATIONS AND WITH SUCH OTHER WRITTEN INSTRUCTIONS AS MAY BE ISSUED DURING SURFACE & SUBSURFACE WATER OCCURRING ON THE BUILDING SITE SHALL BE DIVERTED TO PREVENT IT
MANUFACTURER'S DOCUMENTS, AND MANUFACTURERS LHL REQUIREMENTS AND WIND
THE COURSE OF THE WORK. FROM FLOWING UNDER THE STRUCTURE. PONDING OF WATER UNDER THE STRUCTURE SHALL BE
CLASSIFICATION N3 REQUIREMENTS.
REFER TO LICENSED MANUFACTURERS DRAWINGS FOR STRUCTURAL DESIGN OF ROOFING. PREVENTED BY FILLING, GRADING OR THE PROVISION OF DRAINAGE OR DIVERSION CHANNELS.
THE BUILDER IS TO TAKE CARE NOT TO CONTAMINATE COLORBOND SURFACES WITH SUNSCREEN
REFER TO ENGINEERS DRAWINGS & SOIL REPORT FOR SLAB DETAILS, TIE DOWN, BRACING THE GROUND SURFACE 1000MM WIDE IMMEDIATELY SURROUNDING THE DWELLING SHOULD BE GRADED TO
AS THESE HAVE SHOWN TO DAMAGE THE SURFACE FINISH.
AND ALL STRUCTURAL DETAILS. FALL AWAY/OVERFLOW AT A SLOPE OF 1 IN 20 MIN. AWAY FROM THE BUILDING. DISCHARGE STORMWATER TO
RECOMMEND BUILDER HAVE CERTIFIED ROOF ANCHORAGE DESIGN & INSTALLATION TO
ALL DISCREPANCIES SHALL BE PREFERRED TO FOR DECISION BEFORE PROCEEDING WITH WORK. A) STREET KERB THRU 100MM DIAMETER PVC PIPE AS DIRECTED BY LOCAL AUTHORITY, OR B)TO
AS1891.4-2000. BUILDING OWNER TO ENSURE ANNUAL MAINTENANCE & INSPECTION OF SYSTEM.
ALL DIMENSIONS RELEVANT TO SETTING OUT AND OFF-SITE WORK SHALL BE VERIFIED BY THE RAINWATER STORAGE TANK WHERE APPLICABLE OR C) DISCHARGED EVENLY WITHIN THE SITE SO AS NOT TO
ALL SARKING MATERIAL TO BE INSTALLED ACCORDING TO THE MANUFACTURER'S INSTALLATION
CONTRACTOR BEFORE CONSTRUCTION AND/OR FABRICATIONS COMMENCED. INTERFERE WITH NEIGHBORING ALLOTMENTS.
INSTRUCTIONS & AS/NZS4200 INSTALLATION OF PLIABLE MEMBRANE AND UNDERLAY (NCC VOL 2
DRAWINGS SHALL NOT BE SCALED UNLESS SPECIFICALLY NOTED OTHERWISE. WRITTEN THE SITE IS TO BE ADEQUATELY DRAINED TO THE ENGINEER'S RECOMMENDATION AS SET OUT IN THE SOIL
P3.7.1.9 (A) ) & HAVE A MAXIMUM 5 FLAMMABILITY INDEX (NCC VOL 2P3.7.1.9 (A)
DIMENSIONS TO HAVE PREFERENCE OVER SCALED DIMENSIONS. ALL DIMENSIONS ARE REPORT AND CSIRO RECOMMENDATIONS FOR THE MAINTENANCE OF RESIDENTIAL SLABS AND FOOTINGS.
ANY FLEXIBLE DUCTING THAT HAS A SOURCE FROM A FLAME HAZARD MUST MEET AS4254 HAZARD
WRITTEN IN MILLIMETERS UNLESS NOTED OTHERWISE. ALL REDUCED LEVELS ARE EXPRESSED IN SITE WORKS
PROPERTIES.
METERS AND ARE ASSUMED DATUM UNLESS NOTED OTHERWISE. EARTHWORKS SHALL BE IN ACCORDANCE WITH 3798 :2007, AND AS FOLLOWS.
PROVIDE DEKTITE PIPE FLASHING OR SIMILAR TO ROOF PIPE PENETRATIONS. INSTALL IN STRICT
PROPRIETARY ITEMS AND NON-STRUCTURAL MATERIALS WITH UNSPECIFIED FIXINGS SHALL BE REFER TO GEOTECHNICAL REPORTS NOTED ON DRAWINGS.
ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS, PROVIDING FREE DRAINAGE OF WATER
CONSTRUCTED AS PER MANUFACTURERS SPECIFICATION FOR THE RELEVANT REGION. PRIOR TO CARRYING OUT EARTHWORK OPERATIONS,
G:\_UserData (CURRENT)\Documents\1. Desktop from Old Computer (CURRENT)\Desktop (Current)\ANNA'S Comp SD (Current)\2025 Current Design Jobs\Mitton Cameron, Karen Tinbeerwah 2025\Mitton 2 Shed House.rte
FROM AROUND AREAS OF INSTALLATION.
HATCHING'S AND FITTINGS ARE INDICATIVE ONLY. REFER BUILDERS SPECIFICATIONS. ALL VEGETATION AND TOPSOIL SHALL BE REMOVED TO STOCKPILE AS INDICATED BY BUILDER/OWNER.
NO LEAD ROOFING PRODUCTS ARE SPECIFIED TO PREVENT TOXINS FROM ENTERING ANY
SAFETY REQUIREMENTS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE THE CONTRACTOR SHALL CHECK ALL EXCAVATIONS FOR ORGANIC MATERIAL AND RUBBISH. IF ANY OF THIS
POTENTIALLY POTABLE RAINWATER CATCHMENTS SUPPLIES (NCC VOL 2 P3.5.2.2 (D)
WORKPLACE, HEALTH AND SAFETY ACT 2011. AS ADMINISTERED BY THE DIVISION OF ACCIDENT MATERIAL IS FOUND IT SHALL BE REMOVED TO STOCKPILE AS INDICATED BY BUILDER/OWNER.
THE ROOF DRAINAGE SYSTEM MUST BE PROVIDED WITH AN OVERFLOW TO PREVENT THE
PREVENTION. UNLESS NOTED OTHERWISE FOOTINGS AND SLABS SHALL BE
BACKFLOW OF WATER INTO THE BUILDING.
CUT & FILL BATTERS NOT TO EXCEED A MAXIMUM AS STATED INTABLE 3.1.1.1 OF THE NCC., FOR THE SITE
GUTTER AND DOWNPIPES MATERIALS MUST COMPLY WITH NCC 3.5.2.2 OR FROM AS/NZ S3500
ALL TIMBER OR STEEL FRAMED WALLS TO WET AREAS TO BE LINED WITH FC OR APPROVED WET SPECIFIC SOIL TYPE. REFER ALSO TO NCC CLAUSE 3.2.2.4 FOR SLAB EDGE SUPPORT ON SLOPING SITE.
EAVES GUTTERS MUST BE INSTALLED AT A FALL NOT LESS THAN 1 IN 500 WITH SUPPORT BRACKETS
AREA CLADDING, FIXED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. NOTE - EXACT LOCATIONS AND ASPECT TO BE CONFIRMED BY OWNER/BUILDER ONSITE. ALL LEVELS AND
AT 1.2M MAX. CENTERS. (NCC VOL 2 P3.5.2.4(A) (I))& DESIGNED TO AR120 (NCC VOL 2 P3.5.3(B) (I))
SUSPENDED TIMBER OR STEEL FRAMED FLOORS TO HAVE WET AREA FLOORING TO ALL WET DETAILS ARE TO BE CONFIRMED BY OWNER/SURVEYOR IN
VALLEY GUTTER WIDTH SHALL BE IN ACCORDANCE WITH AS/NZS3500.3 AND NCC PART 3.5.2
AREAS, FIXED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. ORDER TO FOR ENGINEER TO DESIGN FOOTINGS AND STORMWATER DRAINAGE ETC.
REFER TO ROOF SHEETING MANUFACTURERS SPECIFICATIONS FOR LIMITATIONS ON SHEET
THE SUB-FLOOR SPACE OF A DWELLING MUST BE VENTILATED IN ACCORDANCE WITH NCC PART PRIOR TO ANY EXCAVATION ON THE SITE, THE RELEVANT AUTHORITY SHOULD
OVERHANG INTO VALLEY GUTTERS.
3.4.1 BE CONTACTED FOR POSSIBLE LOCATION OF FURTHER UNDERGROUND SERVICES.
USE - 90MM ROUND PVC DOWNPIPE.
ALL TIMBER STRUCTURE TO COMPLY WITH AS1684.2-2006 FOR DESIGN CRITERIA, INSTALLATION DIAL BEFORE YOU DIG 1100
USE - 150MM QUAD GUTTER (WITH 9000MM2 CROSS SECTION AREA)
FIXING AND ERECTION. REFER TO SUPPLIERS ENGINEERS DETAILS & MANUFACTURERS REQUIREMENTS ANY SERVICES SHOWN HERE HAVE BEEN LOCATED WHERE POSSIBLE BY FIELD
ROOF SHEETS TO BE OVERLAPPED AWAY FROM PREVAILING WEATHER INGRESS(NCC VOL 2 3.5.1.3
FOR INSTALLATION OF ENGINEERED TIMBER FRAMING. ALL WORKMANSHIP AND MATERIALS SHALL BE SURVEY. IF NOT ABLE TO BE LOCATED, SERVICES HAVE BEEN PLOTTED FROM THE RECORDS OF THE RELEVANT
(D) (III) (B).
IN ACC. WITH AS1720.1-2010. STORE MATERIALS AT LEAST 150MM CLEAR OF GROUND, EVENLY AUTHORITIES WHERE AVAILABLE.
METAL ROOFING TO BE COMPLIANT TO AS 1562.1-1992 - DESIGN AND INSTALLATION OF SHEET ROOF
SUPPORTED, WELL VENTILATED AND PROTECTED FROM SUN AND WETTING. DURING CONSTRUCTION THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING EXCAVATIONS ARE IN
AND WALL CLADDING-METAL.
PROVIDE TIMBERS WITH DURABILITY CLASS AND PRESERVATIVE TREATMENT SUITED TO INTENDED STABLE CONDITION.
APPLICATION AS RECOMMENDED BY AS 1684.2-2006 ALL DOWNPIPES TO BE 90DIA PVC. NUMBER OFF AS SHOWN. SLAB NOTES
ALL LAMINATED BEAMS TO HAVE FULL-WIDTH BEARING AT EACH END UNLESS OTHERWISE NOTED CONCRETE MASONRY DESIGN TO AS3700-2001 AND SUPPLIMENTS1 2004, AND MEET THE
BY MANUFACTURER SPECIFICATIONS OR REQUIREMENTS. SITE ACCESS REQUIREMENTS OF AS 2870-2011 - RESIDENTIAL SLABS AND FOOTINGS.
ALL STEELWORK, WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH AS4100 :1998 0.2MM POLYETHYLENE VAPOR BARRIER DIRECTLY UNDER SLAB LAPPED 200MM MINIMUM AT JOINTS
ALL PATHWAYS AND PAVEMENTS SHALL HAVE A MINIMUM FALL OF 1:100(1%)
FITTING AND FIXTURES SHALL BE HOT DIPPED GALVANIZED, ITEMS NOT SHALL BE ONE COAT OF ZINC AND TAPED WITH APPROVED TAPE TO PROVIDE A WATERPROOF SEAL.
THE MAXIMUM GRADE OF PAVEMENTS SHALL NOT EXCEED 1 IN 5 (20%) WHERE GRADES ARE NEAR THE MAXIMUM,
PHOSPHATE PRIMER OR A CORROSION RESISTANT MATERIAL. SITE WELDS TO BE PAINTED WITH ZINC 50MM MINIMUM THICK SAND BEDDING, COMPACTED AND LEVELED.
A TRANSITION ZONE AT EITHER END MAY BE REQUIRED.
RICH PAINT. ALL BOLTS, NUTS AND WASHERS SHALL BE GALVANIZED IN ACCORDANCE WITH WHERE FLOOR WASTES ARE INSTALLED, ADEQUATE FALLS ARE TO BE PROVIDED IN ACCORDANCE WITH
REFER NCC VOLUME 1, D2.10 FOR GRADES TO REQUIRE RAMPS.
AS1214 :1983. DISSIMILAR METALS SHALL BE SEPARATED SO AS TO PREVENT GALVANIC CORROSION. THE NCC VOL2, 3.8.1 WET AREAS.
CHECK WITH LOCAL AUTHORITY REQUIREMENTS PRIOR TO CONSTRUCTING ANY DRIVEWAYS, PATHWAYS OR
ALL METALS USED IN STRUCTURAL TIMBER CONNECTIONS SHALL BE PROVIDED WITH SUITABLE SLAB HEIGHTS
CROSSOVERS BETWEEN THE PROPERTY BOUNDARY AND ROAD KERBS.
CORROSION PROTECTION FOR PARTICULAR CONDITIONS IN ACCORDANCE WITH AS4791:2006, MINIMUM FINISHED SLAB HEIGHT MUST BE DETERMINED FOR EACH INDIVIDUAL PROJECT AND IS
CLEAR THE AREA OF ALL TOPSOIL AND ORGANIC MATTER.
AS1397 :2011, AS1214 2014. DEPENDENT UPON DESIGN FACTORS SUCH AS -
PROVIDE A LAYER OF SAND, A MINIMUM OF 20MM THICK UNDER THE SLAB IN SALINE AREAS, LAPPED 200MM AT
JOINS AND TAPED. A) SURFACE WATER DRAINAGE AS PER NCC PART 3.1.2.3
SMOKE ALARMS MUST BE INSTALLED AS SHONE ON PLAN IN ACCORDANCE WITH NCC PART 3.7.2, BE 150MM ABOVE ADJACENT FINISHED GROUND LEVEL (LANDSCAPED) OR 100MM ABOVE SANDY, WELL-
SLAB THICKNESS SHALL BE
MAINS CONNECTED AND COMPLY WITH AS 3786 PHOTO ELECTRIC TYPES ARE TO BE FITTED IN OR DRAINED AREAS OR 50MM ABOVE PAVED OR CONCRETED AREAS WHICH FALL AWAY FROM THE
- PEDESTRIAN PATHWAYS - 75MM THICK WITH 1 LAYER SL52 MESH.
UNDER CEILING (WITH NO DEAD AIR SPACES) AND IN HALLWAY BETWEEN BEDROOMS, BEDROOMS DWELLING FOR 50MM OVER THE 1ST 1METRE.
- VEHICLE DRIVEWAYS (TO 3T GROSS) - 100MM THICK WITH 1 LAYER SL62 MESH.
AND OTHER HABITABLE SPACES AS REQUIRED. (CHECK STATE VARIATIONS)
30MM MINIMUM TOP COVER TO ALL REINFORCEMENT, CONCRETE STRENGTH SHALL BE N20 MINIMUM.
WATER CLOSETS/SANITARY COMPARTMENTS (TOILETS/WC'S) TO HAVE A MINIMUM CLEAR WIDTH OF B) MASONRY VENEER CONSTRUCTION WHERE DPC'S MUST BE150MM MINIMUM ABOVE ADJACENT
JOINTS ARE REQUIRED IN ALL CONCRETE PATHWAY AND DRIVEWAY SLABS
900MM FOR NEW CONSTRUCTION. GROUND LEVEL AND REQUIRE A SLAB EDGE RECESS AS PER NCC PART 3.3.4.5-
- ISOLATION JOINTS MUST BE PROVIDED WHERE ABUTTING EXISTING STRUCTURES.
DOORS TO WC'S WHICH ARE "IN" SWING ARE TO HAVE LIFT OFF HINGES AS PER NCC 3.8.3.3 (C), 170MM ABOVE ADJACENT FINISHED GROUND LEVEL OR 95MM ABOVE ADJACENT PAVED OR CONCRETED
- EXPANSION JOINTS SHALL BE PROVIDED AT 15 METER CENTERS ALL DIRECTIONS. N12 DOWEL BARS AT 400
PROVIDE ADEQUATE CLEARANCE AT TOP OF DOOR TO SUIT HINGES. AREAS WHICH FALL AWAY FROM THE WALL OR 70MM ABOVE ADJACENT PAVED OR CONCRETED AREAS.
CENTERS ALONG THE JOINT IN 100MM THICK SLABS.
STAIRS SHALL BE DESIGNED IN ACCORDANCE WITH NCC PART 3.9.1 RISERS (R) - 115MIN, 190MAX THE FALL AWAY FROM HOUSE FOOTINGS - 1:20 FOR FIRST 1M, FALL 1:50 THEREAFTER.
- CRACK CONTROL JOINTS SHALL BE PROVIDED AT 3 METER CENTERS AND AT LOCATIONS WHERE THERE IS A
GOINGS (G) - 240MIN (CLASS 1 & 10), 250 MIN (CLASS 2 TO 9), 355 MAX - 2R+G=550MIN, 700MAX. MAX C) LEVEL RELATIVE TO DRAINAGE ORG AS PER AS.3500, PLUMBING AND DRAINAGE CODE -
LIKELIHOOD A CRACK WOULD OCCUR (I.E. RE-ENTRANT CORNERS).
OPENING=124MM 150MM MINIMUM ABOVE TOP OF ORG TO LOWEST FIXTURE POINT I.E. FLOOR WASTE OR SHOWER
JOINTS SHALL BE LOCATED SO THE LONGEST SIDE OF ANY SLAB PANEL IS NO MORE THAN1.5 TIMES THE LENGTH
ALL BALUSTRADES AND HANDRAILS TO BE 1000MM MINIMUM ABOVE FINISHED FLOOR LEVEL. (IE: DRAIN.
OF THE SHORTEST SIDE. ANY ANGLE FORMED BETWEEN JOINTS OR JOINTS AND THE SLAB EDGE SHALL BE NO
TOP OF TILES, CARPET ETC) AND HAVE NO OPENING GREATER THAN 124MM, IN ACCORDANCE WITH LEVEL OF ORG MUST BE 75MM MIN. ABOVE FINISHED GROUND LEVEL. AS PERAS3500.2.2 CLAUSE
LESS THAN 75 DEGREES.
NCC PART 3.9.2 4.6.6.6
REFER TO CEMENT, CONCRETE AND AGGREGATE AUSTRALIA - "GUIDE TO CONCRETE FOR HOUSING " 2007
POWER CONNECTION TO MAINS SUPPLY TO METER BOX VIA UNDERGROUND CONNECTION, REFER D) STANDARD BUILDING REGULATIONS REQUIRE THE LEVEL OF ALL HABITABLE ROOMS BE 300MM
AND"RESIDENTIAL CONCRETE DRIVEWAYS AND PATHS" 2005.
ELECTRICAL ENGINEERS DRAWINGS. MINIMUM ABOVE THE Q50 FLOOD LEVEL OR AS DETERMINED BY THE LOCAL AUTHORITY.
SEWER CONNECTION AND ALL PLUMBING POINTS TO BE CONNECTED AS PER COUNCIL WINDOWS, GLAZING AND DOORS E) LOCAL TOWN PLANNING SCHEMES MAY SPECIFY FLOOR LEVELS RELATIVE TO FINISHED SURFACES IN
REQUIREMENTS IN ACCORDANCE WITH HYDRAULIC ENGINEERS DRAWINGS. WINDOWS & DOORS INCLUDING FRAMES, GLAZING & FIXINGS ARE TO RURAL AREAS.
ROOF WATER TO BE DISCHARGED TO RAINWATER TANK AND COMPLY WITH AS 1288 :2006 (GLAZING & IMPACT) AND AS 2047:2014 (CONSTRUCTION) AND BE CERTIFIED BY TERMITES
STREET KERB IN ACCORDANCE WITH LOCAL AUTHORITY REQUIREMENTS. MANUFACTURER (INCLUDING FIXING DETAILS). REFER TO DTCM/412/1-2 FOR DESIGN A TERMITE MANAGEMENT SYSTEM MUST BE INSTALLED IN ACCORDANCE WITH NCC PART 3.1.3 &
DESIGN BASED UPON REQUIRED WINDSPEED RATING - REFER TO TITLEBLOCK PRESSURE CRITERIA. BUILDER TO CHECK THAT FRAME SIZES SUITE CONSTRUCTED OPENINGS (ESP. BLOCKWORK). AS3660-TERMITE MANAGEMENT FOR A SLAB CONFORMING WITH AS2870 - RESIDEDENTIAL SLABS &
ALL WET AREAS TO COMPLY WITH CURRENT NCC 3.8.1 WITH APPROVED WATERPROOFING PROCESS. WINDOWS LESS THAN 1500mm FROM BASE OF BATH OR SHOWER SUBSTRATE ARE REQUIRED TO BE SAFETY GLASS FOOTINGS - CONSTRUCTION : TERMITE BARRIERS MUST BE INSTALLED IN ACCORDANCE WITH
LINE UNDERSIDE OF EXTERNAL COVERED AREAS WITH FC SHEETING UNO. AS PER AS 1288. MANUFACTURERS RECOMMDATIONS OR BY AN ACCREDITED TECHNICIAN.
WALL THICKNESS FOR CAVITY SLIDING DOORS TO BE 90MM. SLIDING GLASS DOOR TO HAVE SAFETY MOTIFS AT MID HEIGHT. WHERE A CONCRETE SLAB-ON-GROUND IS USED AS THE BARRIERS, NOT LESS THAN 75MM OF THE
WINDOWS & GLASS SLIDING DOORS ARE TO BE ALUMINUM FRAMED UNLESS NOTED OTHERWISE. SAFETY GLASS IS REQUIRED WHERE GLASS PANELS EXCEED 0.5 SQ M. ALL WINDOWS TO COMPLY WITH NCC 2013 SLAB EDGE MUST BE A CLEAN, SMOOTH FINISH AND MUST NOT BE CONCEALED BY RENDER, TILES,
BEAMS SPECIFIED REFER TO ENGINEER'S REPORT. V.2 WINDOW/OPENINGS CLAUSE 3.9.2.5 CLADDING OR FLASHING'S.
LINTELS SPECIFIED REFER TO ENGINEERS REPORT. WHERE COMPLIANT - BARRIER SCREENS OR RESTRICTORS TO BE FITTED TO ALL 1st FLOOR OPERABLE WINDOWS
WITH A SILL HEIGHT OF LESS THAN 1.7m ABOVE IN ACCORDANCE WITH NCC CLAUSE 3.9.2.5
NOTES: PLEASE NOTE: DETAILS SHOWN ON THESE PLANS ARE INTENDED TO BE CLIENT: JOB DRAWN BY: DATE DRAWN: CHECKED BY: APPROVED FOR
ACCURATE - HOWEVER INFORMATION WRITTEN INTO INDIVIDUAL CONTRACTS WILL DESCRIPTION : CONSTRUCTION:
TAKE PRECEDENCE OVER PLANS CAMERON & KAREN MITTON AP 08.04.25
* ALL DIMENSIONS ARE IN MILLIMETRES
CUSTOM DESIGN - BAL FZ
* DO NOT SCALE - USE WRITTEN DIMENSIONS
56 OYSTER BANK ROAD, SITE ADDRESS: NOT FOR CONSTRUCTION COUNCIL AREA: SCALE:
* ALL DIMENSIONS ARE TO STRUCTURAL FRAMES ONLY EXCLUDING
FINISHED (EXISTING) SURFACES BLI BLI, QLD 4560 RP186535 PROGRESSION STAGE : WORKING DRAWINGS 1 NOOSA SHIRE
* READ THESE PLAN IN CONJUCTION WITH STRUCTURAL ENGINEERS PLANS
& RELEVANT CONSULTANTS - REF. TO BUILDER
TELEPHONE : 0412 105 174 7 ASHDOWN COURT, TINBEERWAH ISSUE:
DRAWING TITLE: JOB No: DRWG No:
* ALL CONSTRUCTION WORKS TO BE IN ACC. WITH DA APPROVAL CONDITIONS
EMAIL : [email protected] QLD, 4563
AND COUNCIL APPROVED PLANS. NOTE DISCREPANCES & REF. TO DESIGNER Building Design Licence no. 1269235 (Low Rise) STANDARD NOTES A0068724 0.2 Lr
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