Council archive · source document

3. 220148 - Architectural Plans - 51 Tristania · 132006.2554.01

Plans and drawings: the text below has words only, no drawings.

SEACHANGE BUILDERS
WET AREAS N O T E : GLAZING N O T E :
All designs, plans and drawings including all associated materials are subject
to copyright. Either written, design or specification is vested in
FirstRate house energy rating 1. ALL WET AREAS TO COMPLY WITH B.C.A F1.7 OR AS3740 1. ALL GLASS INSTALLATION SHALL BE CARRIED OUT IN ACCORDANCE
SEACHANGE BUILDERS design center.
HOUSE Any attempt or actural infringement by using, reproducing or copying the same,
ENERGY RATING WITH THE AS1288. wholly or in part without written consent will result in legal action being taken.
2. WALL FINISHES SHALL BE IMPERVIOUS TO A HEIGHT OF 1800MM
ABOVE FLOOR LEVEL TO SHOWER ENCLOSURES AND 150MM ABOVE 2. GLAZING SHALL CONSIST OF DOUBLE GLAZING UNLESS OTHERWISE
single dwelling rating stars points
BATHS, BASINS, SINKS AND TROUGHS IF WITHIN 75MM OF WALL. SPECIFIED BY CONTRACTOR OR OWNER. POWDERCOATED ALUMINIUM
FRAME SYSTEM TO MANUFACTURERS DETAILS WITH SILL WIDTH
multi-unit development ACCORDING TO WINDOW SCHEDULE SUPPLIED. BUILDER N O T E :
Accreditation number
BLOCK WALL N O T E : 3. GLASS TO BE TOUGHENED OR LAMINATED AS REQUIRED FOR ALL
BALUSTRADING LOCATIONS. REFER TO BUILDERS SPECIFICATION FOR
1. DO NOT SCALE DRAWINGS, USE WRITTEN DIMENSIONS ONLY.

Signature Date FURTHER DETAILS. 2. OWNER, BUILDER, SUBCONTRACTOR MUST VERIFY ALL DIMENSIONS
1. ALL MASINRY IN BUILDINGS TO COMPLY WITH A.S. 3700 AND LEVELS ON SITE PRIOR TO COMMENCING ANY WORKS OR
4. REFER TO WINDOW SHEDULE FOR SIZES AND SPECIFICATIONS ON ORDERING MATERIALS.
2. PROVIDE WALL TIES TO BLOCKWORK AT MAXIMUM 600MM CRS IN INDIVIDUAL WINDOWS. FLASHING ACCORING TO MANUFACTORS
EACH DIRECTION AND WITHIN 300MM OF ARTICULATION JOINTS. USE INSTALLATION DETAILS. 3. BUILDER SHALL BE RESPONSIBLE FOR ENSURING THAT ALL BUILDING

ENERGY RATING N O T E : BLOCKS IN ACCORDANCE WITH BUILDERS SPECIFICATIONS.
5. ALL WINDOW OPENINGS ARE NOMINATED WIDTH ACCORDING TO
WORKS CONFORM TO THE BUILDING CODE OF AUSTRALIA, A.S CODES
(CURRENT EDITIONS) BUILDING REGULATIONS, LOCAL BY-LAWS AND
3. SUB-FLOOR VENTS IF INCLUDED TO PROVIDE A RATE OF 7500MMSQ. DRAWINGS. ANY REQUIRED CHANGES SHOULD BE APPROVED BY TOWN PLANNING REQUIREMENTS REPORT. ALL DISCREPANCIES TO BE
1. ALL 6 STAR REQUIREMENTS TO CONFORM TO FIRST RATE 6.0 2010 CLEAR VENTILATION PER 1000MM RUN OF EXTERNAL MASONRY WALL REFERRED TO OWNERS OFFICE FOR CLARIFICATION.
DESIGNER.
AND 2200MM SQ. CLEAR VENTILATION PER 1000MM RUN OF INTERNAL
2. INSULATION REQUIREMENTS REFER TO PARTITION WALL NOTE 5 DWARF WALLS. REFER TO ENGINEERS DRAWINGS FOR FOOTING DETAILS. 4. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ARCHITECTURAL
6. SHOWER SCREENS SHALL BE GRADE - A SAFETY GLASS.
SPECIFICATION AND ENGINEERS SHOP DRAWINGS AND DETAILS.
3. ALL GAPS AROUND WINDOWS AND DOORS TO BE FILLED WITH
7. WINDOW GLASS IN A WALL ABUTTING A BATH OR SHOWER BEING LESS
BUILDER SELECTED EXPANDING FOAM OR SIMILAR. 5. REGULAR INSPECTION OF THE PROPERTY BY A SUITABLY QUALIFIED
THAN 1.5M ABOVE THE BASE OF THE FIXTURE, SHOWER
PERSON AND THE ARRANGEMENT, SCHEDULING AND PAYMENT OF THE
4. WINDOWS TO HAVE ALUMINUM IMPROVED FRAMES OR TIMBER AS SOLID PARTITION WALL N O T E : SCREENS/DOORS SHALL BE OF SAFETY GLAZING IN ACCORDANCE WITH
INSPECTIONS WILL BE THE SOLE RESPONSIBILITY OF THE OWNER OR
PART 3.6.9 OF THE BUILDING CODE OF AUSTRALIA.BATHROOMS.
SPECIFIED BY OWNER. GENERALLY WITH GLAZING AS SPECIFIED UNDER BUILDER.
GLAZING NOTE. ALL EXTERNAL WINDOWS AND DOORS TO UTILITIES 1. ALL TIMBER FRAMING SHALL BE CARRIED OUT IN ACCORDANCE WITH 8. HUMAN IMPACT MINIMUM SAFETY REQUIREMENTS:
AREAS ARE TO BE SEALED. CONFIRM WITH WINDOW SCHEDULE AS1684.
PROVIDED BY OWNER.
GLAZING TO BE WINDOW WHERE CAPABLE OF BEING MISTAKEN FOR AN
2. 110mm OVERALL THICKNESS PLASTERBOARD PARTITION WALLS SHALL
5. HOLLAND BLINDS ASSUMED TO ALL WINDOWS. CONSIST OF :
NON-OBSTRUCTIVE OPENING MUST BE GRADE-A SAFETY GLASS OF UP
TO AN AREA OF 0.9SQ. AS BELLOW. CONTRACT N O T E :
6. ALL EXHAUST FANS TO BE SEALED UNITS. 90X45mm F5 PINE WALL STUDS AT 450mm MAX CRTS. 1. THESE DRAWINGS ARE TO BE READ IN CONJUNCTION WITH ALL
GLAZING LESS THAN 500MM ABOVE THE FLOOR LEVEL SHOULD BE
90X45mm F5 PINE PROVIDE NOGGINGS AS REQUIRED & ALIGNED FOR CURRENT ENGINEERING DOCUMENTATION AND SPECIFICATIONS.
GLAZED AS FOLLOWS:
7. ALL EXTERNAL DOORS TO HAVE WEATHER STRIPS. FIXING 13mm RECESSED EDGE PLASTERBOARD SHEETS FIXED TO BOTH - UP TO 0.1M SQ MINIMUM 3MM ANNEALED GLASS
SIDES OF TIMBER FRAMINGWALL SHEETS. SAND & PAINT FINISH AS PER - BETWEEN 0.1M & 0.3M SQ MINIMUM 4MM ANNEALED GLASS 2. BUILDERS SPECIFICATION AND NOMINATED FEES TAKE PRECEDENTS
8. DWELLING IS TO BE PROVIDED WITH A WATER TANK OF MIN. SIZE 1500 CLIENTS SELECTION. PROVIDE CLIENT SELECTED SKIRTING TO BOTH OVER DRAWING NOTES.
- BETWEEN 0.3M & 0.5M SQ MINIMUM 5MM ANNEALED GLASS
LITRES WATER TANK. *CLIENT WILL NOMINATE LOCATION AFTER ALL SIDES OF ALL SOLID PARTITION WALLS. - LARGER AREAS TO BE SAFTEYGLASS IN ACCORDANCE WITH
BUILDING WORKS ARE COMPLETED* 3. SIZES OF ITEMS INCLUDING WASHING MACHINE, DRYER, MICRO WAVE
PART 3.6.1 OF THE BUILDING CODE OF AUSTRALIA.
3. DESIGN AND INSTALLATION OF SHEET ROOFING AND WALL CLADDING AND OVEN OR THE LIKE ARE TO BE CONFIRMED IN THE WRITTEN
TO COMPLY WITH AS1562 DOCUMENTATION PREPARED BY THE BUILDER.
GLAZING TO DOORS AND SIDE PANELS WITHIN 300MM HORIZONTAL OF
FOUNDATIONS N O T E : 4. PROVIDE R2.0 OR GREATER POLYESTER INSULATION INFILL BLANKET
DOOR SHOULD BE AS FOLLOWS:
- UP TO 0.1M SQ MINIMUM 3MM ANNEALED GLASS
1. REFER TO GEOTECHNICAL INVESTIGATION REFER TO BUILDER FOR
TO ALL EXTERNAL SOLID PARTITION WALLS. R4.0 SISALATION UNDER
ROOF CLADDING UNLESS OTHERWISE NOTED BY BUILDERS
- BETWEEN 0.1M & 0.3M SQ MINIMUM 4MM ANNEALED GLASS -------------------------------- -------------------------
- BETWEEN 0.3M & 0.5M SQ MINIMUM 5MM ANNEALED GLASS
SUPPLY. SPECIFICATION.
- LARGER AREAS TO BE SAFTEY GLASS IN ACCORANCE WITH PART OWNER BUILDER
3.6.3 OF THE BUILDING CODE OF AUSTRALIA.
2. ALL PAD FOOTINGS TO BE FOUNDED INTO NATURAL GROUND WITH AN 5. 16mm ALUMINUIM CEILIING BATTENS AT 400mm CTRS FIXED USING
ALLOWABLE BEARING PRESSURE ACCORDING TO ENGINEERING REPORT 25mm SCREWS AT 400 CTRS *ALL WINDOWS TO BE INSTALLED AS MANUFACTURED AND INSTRUCTED
-------------------------------- -------------------------
MINIMUM FOUNDING DEPTH TO BE AS SHOWN ON ENGINEERING FROM
NATURAL GROUND LEVEL. 6. ALL DOORS SHALL BE NOMINATED WIDTH ACCORDING TO DRAWINGS.
BY CONTRACTOR OR OWNER* DATE DATE
ANY REQUIRED CHANGES SHOULD BE APPROVED BY OWNER OR
3. ALL CONCRETE WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE DESIGNER. DOOR FRAMES SHALL BE IN ACCORDANCE WITH BUILDERS
STRUCTURAL STEEL N O T E : EXISTING AREAS
SAA CONCRETE STRUCTURES CODE AS3600. SPECIFICATION AND WINDOW SCHEDULE.

4. ALL CONCRETE SHALL BE GRADE ACCORDING TO ENGINEERING Mpa *ALL FRAMING TO BE INSTALLED AS MANUFACTURED AND INSTRUCTED
UNLESS OTHERWISE NOMINATED. 1. ALL STEELWORKS SHALL BE CARRIED OUT IN ACCORDANCE WITH THE
BY CONTRACTOR OR SIMILAR APPROVED AUTHORITY*
AS4100, STEEL STRUCTURES CODE.
EXIST. BBQ & POOL LVL - 114.2m²
5. CONCRETE SIZES MUST NOT BE REDUCED OR HOLED WITH STEEL
PENETRATIONS UNLESS NOTED. NO ADDITIONS OR CHANGES TO OCCUR 2. TWO COPIES OF THE SHOP DETAIL DRAWINGS ARE TO BE SUBMITTED EXIST. GROUND LVL - 323.8m²
TO BUILDER BEFORE APPROVAL IS OBTAINED FOR COMMENCING
WITHOUT THE ENGINEERS APPROVAL.
FABRICATION. EXIST.UPPER LVL - 283.6m²
6. FOOTINGS EXPOSED TO GROUND MOISTURE TO HAVE 60mm MIN * APPROVAL WILL NOT COVER DIMENSIONS OR LAYOUT.*
CONCRETE COVER TO REINFORCEMENT. CONCRETE COVER TO BE
MAINTAINED BY MEANS OF APPROVED CHAIRS AND/OR CONCRETE ELECTRICAL N O T E : 3. ALL CONNECTIONS SHALL BE PROVIDED TO CARRY THE REACTIONS TOTAL AREA - 721.6m²
BLOCKS SPACED AT APPROXIMATELY 750 CROSS CENTERS. SHOWN BY ENGINEERS COMPUTATIONS UNLESS NOTED OTHERWISE.

PROPOSED AREAS
1. ALL ELECTRICAL WORKS SHALL BE CARRIED OUT IN ACCORDANCE
7. REINFORCEMENT IS SHOWN DIAGRAMMATICALLY AND NOT WITH AS3000 4. ALL STEELWORKS TO BE GIVEN TWO SHOP COATS OF APPROVED
NECESSARILY IN TRUE PROJECTION. PAINT FINISH AFTER VIGOROUS WIRE BRUSHING. GALVANIZED COATING
2. THE ELECTRICAL CONTRACTOR WILL CO-ORDINATE LOCATIONS OF IN ACCORDANCE WITH RELEVANT AUSTRALIAN STANDARDS TO MEET
SALT AIR LOCATION AND EXPOSURE LEVELS.
8. WELDING OF REINFORCEMENT WILL NOT BE PERMITTED UNLESS MECHANICAL SERVICES UNITS WITH THE MECHANICAL CONTRACTOR PRO. BBQ & POOL LVL 114.2m²
SHOWN ON THE STRUCTURAL DRAWINGS. PRIOR TO COMMENCEMENT OF ROUGHING-IN WORKS.
5. WELDS TO BE CONTINUOUS FILLET LAID DOWN WITH APPROVED PROPOSED. GROUND LVL - 323.8m²
3. DETAILS OF ALL MECHANICAL SYSTEMS SHALL BE PROVIDED PRIOR TO COVERED ELECTRODE IN ACCORDANCE WITH AS1554 - WELDING CODE.
9. REINFORCEMENT NOTATIONS:
INSTALLATION. DETAILS OF QUALITY UNITS IS TO BE SCHEDULED FOR
PROPOSED.UPPER LVL - 283.6m²
- F DENOTES HARD-DRAWN WIRE REINFORCING FABRIC TO AS1304. BUILDER AND ELECTRICIAN BEFORE STRUCTURAL WORKS BEGIN. 6. ALL CLEATS AND DRILLINGS FOR FIXING OF COLD FORM STEEL FRAME
- R DENOTES STRUCTURAL-GRADE PLAIN ROUND BARS TO AS1302. MEMBERS, ETC., TO BE PROVIDED BY FABRICATOR.
- Y DENOTES COLD-WORKED DEFORMED BAR TO AS1302. 4. ALL WIRING ASSOCIATED WITH AIR CONDITIONING UNITS WITH BE RUN TOTAL AREA - 721.6m²
BY THE MECHANICAL SERVICES CONTRACTOR AND CERTIFIED BY 7. ALL BOLTS SHALL BE GREATER THEN THE SPECIFIED mm DIA BY
THE NUMBER IMMEDIATELY FOLLOWING THE BAR GRADE SYMBOL ELECTRICIAN. ENGINEERS DOCUMENTS NOTED OTHERWISE.
REPRESENTS THE NOMINAL BAR DIAMETER IN MILLIMETERS.
5. PROVIDE AND INSTALL SMOKE DETECTORS AS INDICATED IN 8. TIMBER AND STEEL FRAME WALLS TO BE TIED TO STRUCTURAL STEEL
10. NO HOLES OR EMBEDMENT OF PIPES OTHER THAN THOSE SHOWN ACCORANCE WITH AS3796. ANY CHANGES SHOULD BE CLEARED WITH MEMBERS WITH COLLAR TIES OR SIMILAR SPACED AT 450mm
ON THE STRUCTURAL DRAWINGS SHALL BE MADE IN CONCRETE BUILDING SURVEYOR BEFORE ROUGH IN. HORIZONTALLY AND 600mm VERTICALLY. TIES TO BE RIGIDLY ATTACHED
MEMBERS WITHOUT PRIOR APPROVAL OF THE ENGINEER OR BUILDER. TO STEEL MEMBERS IN ACCORDANCE WITH AS1684.
6. PROVIDE LOG BOOK OF TESTING AND CERTIFICATE UPON UTILITY CONTACTS
11. ALL REINFORCEMENT FOR ANY ONE POUR SHALL BE COMPLETELY COMPLETION OF ALL ELECTRICAL WORKS. 9. HIGH STRENGTH BOLTS NOMINATED 'HS' TO BE SNUG TIGHTENED
PLACED AND TIED PRIOR TO INSPECTION BY THE ENGINEER. NO ONLY UNLESS NOTED.
CONCRETE SHALL BE POURED UNTIL REINFORCEMENT HAS BEEN
10. FOR BUILDINGS IN CLOSE PROXIMITY TO THE SEA ENSURE THAT ALL
1. WATER:
INSPECTED AND APPROVED.
STEEL WORK AND STEEL LINTELS, ETC. TO BE PROTECTED IN BARWON WATER
ACCORDANCE WITH A.S.1650 OR A.S.3700 TABLE 2.2 HOT DIPPED
1300 656 007
12. ALL BEAM STIRRUPS SHALL HAVE 180° BENDS AT THE FREE ENDS OF
THE BARS. TERMITE N O T E : GALVANIZED, STAINLESS STEEL OR CADMIUM COATED.

13. THE BUILDERS ATTENTION IS SPECIALLY DIRECTED TO FOOTING 1. TERMITE PROTECTION;THE AGREED METHOD OF TERMITE
DETAILS ON THIS JOB. REINFORCEMENT IS TO BE SECURELY TIED INTO PROTECTION IS THAT THE CONCRETE SLAB AND FOOTINGS IS TO BE NOTE: ALL STEELWORK TO BE GRADED ACCORDING TO ENGINEERS
INFIL SLAB IN ITS CORRECT POSITION SO AS NOT TO BE DISPLACED USED AS A BARRIER. ANY PENETRATIONS THROUGH THE SLAB WILL BE DOCUMENTS. 2. GAS:
DURING CONCRETING. PROTECTED IN ACCORDANCE WITH RELEVANT AUSTRALIAN STANDARDS
*PAD FOOTING AND INFILL SLAB IS TO BE POURED SEPARATELY.* AND TIMBER FRAME WILL BE TREATED. REFER TO BUILDERS
SPECIFICATION IF INCLUDED IN SPECIFICATION.
14. REFER TO FOOTINGS SCHEDULE FOR DEPTHS OF PADS, CONCRETE
STRENGTH AND THICKNESS. ADDITIONAL NOTES:
LANDSCAPING N O T E : 3. TELEPHONE:
15. FOOTINGS NOT TO ENCROACH TITLE BOUNDARIES AND EASEMENT 2. AS AN EXPOSED SLAB EDGE OF 75MM CANNOT BE PROTECTED THE TELSTRA
PERIMETER OF THE SLAB WILL ALSO BE TREATED IN ACCORDANCE WITH 1. OWNER, BUILDER, SUBCONTRACTOR MUST USE A LICENSED
LINES UNLESS APPROVED BY OWNER OR LOCAL AUTHORITY.
BUILDER SPECIFICATIONS USING TERMIMESH. HORTICUTRALIST OR EQUIVALENT ACCREDITED AUTHORITY IN 13 22 00
SELECTION OF PLANTS.
3. THE ASSESSMENT OF INSTALLATION AND PROTECTION WILL BE 4. POWER:
2. ALL NOMINATED LOCATIONS FOR LANDSCAPING HAVE BEEN
JOINERY N O T E : COMPLETED BY THE BUILDING CERTIFIER. THE CERTIFIER MUST BE
REGISTERED OR LICENSED UNDER A LAW APPLYING IN THE STATE TO POSITIONED WITH RELATION TO HABITABLE WINDOWS AND REFERENCE
TO COURTYARD USE.
PRACTICE THE ASPECT OF TERMITE PROTECTION.
1. DO NOT SCALE DRAWINGS, USE WRITTEN DIMENSIONS ONLY.
N O T E:
4. THE INSTALLATION OF ALL TERMITE PROTECTION SHALL BE 3. SIZES OF PLANTS ARE INDICATIVE ONLY. CHANGES CAN OCCUR TO
2. BUILDER, SUBCONTRACTOR MUST VERIFY ALL DIMENSIONS ON SITE COMPLETED IN CONJUCTION WITH FLOOR PLANS DURING INSTALLATION SIZES OF PLANTING ARRANGEMENTS IF COMPLETED BY ACCREDITED CONFIRMED ALL DIMENSIONS ON SITE.
PRIOR TO COMMENCING ANY WORKS OR ORDERING MATERIALS FOR ALL AS SPECIFIED BY BUILDER. LICENCED LANDSCAPER. ALL CONTRACTORS ARE TO PROVIDE COMPLIANCE
JOINERY UNITS.
CERTIFICATES FOR ELECTRICAL, PLUMBING AND
4. ALL DISCREPANCIES OF LANDSCAPING LOCATIONS SHOULD TO BE
3. BUILDER SHALL BE RESPONSIBLE FOR ENSURING THAT ALL BUILDING REFERRED TO SEACHANGE BUILDERS OFFICE FOR CLARIFICATION. MECHANICAL ON COMPLETION.
WORKS MEET SPECIFICATIONS. ANY DISCREPANCIES TO BE REFERRED
TO THE BUILDER OR OWNER FOR CLARIFICATION.
NORTH POINT
4. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH FLOOR PLANS
AND ELECTRICAL LAYOUT DRAWINGS DURING INSTALLATION. LOCATION
Latitude: 26.4569° S,
Longitude: 153.0991° E
MARCUS BEACH, QLD

PROJECT TEAM BUILDING CODE ANALYSIS VICINITY MAP SHEET INDEX
SH 1 :
TITLE PAGE
ENERGY RATING: SH 2 : 3 WINE CELLAR AND LIFT 16.1.22
A.S. 1170 - 2002 LOADING CODES EXISTING SITE PLAN
A.S. 1428 - 2010 DESIGN FOR ACCESS AND MOBILITY
A.S. 1530 - 2005 METHODS FOR FIRE TESTS ON BUILDING MATERIALS
SH 3 :
EXISTING SUB FLOOR PLAN
2 CLIENT CHANGES 10.12.21
A.S. 1562 - 1999 DESIGN & INSTALLATION OF SHEET ROOF AND WALL CLAD SH 4 :
A.S. 1664 - 1997 ALUMINIUM STRUCTURES EXISTING GROUND FLOOR PLAN 1 INITIAL CLIENT DRAFT 10.11.21
A.S. 1668 - 1998 VENTILATION AND AIR CONDITIONING IN BUILDINGS SH 5 :
ARCHITECT OR DESIGNER A.S. 1670 - 2004 FIRE DETECTION, WARNING, CONTROL AND INTERCOM EXISTING UPPER FLOOR PLAN
SYSTEMS - SYSTEM DESIGN INSTALLATION AND COMMISSIONING SH 6 :

Exist. Floor Plan
MICHAEL DEAN A.S. 1684 - 2006 RESIDENTIAL TIMBER - FRAMED CONSTRUCTION EXISTING ELEVATIONS
A.S. 1720 - 1997 TIMBER STRUCTURES SH 7 :
A.S. 1735 - 2003 LIFTS, ESCALATORS AND MOVING WALKS EXISTING ELEVATIONS
A.S. 1851 - 1997 MAINTENACE OF FIRE PROTECTION EQUIPMENT SH 8 :
A.S. 1905 - 2005 COMPONENTS FOR THE PROTECTION OF FIRE OPENINGS DEMOLITION SUB FLOOR PLAN
A.S. 1926 - 2007 SWIMMING POOL SAFETY SH 9 :
A.S. 2118 - 1999 AUTOMATIC FIRE SPRINKLER SYSTEMS DEMOLITION GROUND FLOOR PLAN
SH 10 :
STRUCTURAL ENGINEER: A.S. 2293 - 2005 EMERGENCY ESCAPE LIGHTING AND EXIST SIGNS
DEMOLITION UPPER FLOOR PLAN
A.S. 2908 - 2000 CELLULOSE CEMENT PRODUCTS
A.S. 4234 - 1994 SOLAR WATER HEATERS SH 11 :
A.S. 4256 - 1996 PLASTIC ROOF AND WALL CLADDING MATERIALS PROPOSED SUB FLOOR BBQ
A.S. 4428 - 2004 FIRE DETECTION, WARNING, CONTROL AND INTERCOM SH 12 :
SYSTEMS - CONTROL AND INDICATING EQUIPMENT PROPOSED GROUND FLOOR PLAN
A.S. 3500 - 2003 PLUMBING AND DRAINAGE SH 13 :
A.S. 2381 - 1999 ELECTRICAL EQUIPMENT FOR EXPLOSIVE ATMOSPHERES PROPOSED UPPER FLOOR PLAN
GEOTECHNICAL CONSULTANT: A.S. 3666 - 2002 AIR HANDLING AND WATER SYSTEMS OF BUILDINGS SH 14 :
A.S. 4200 - 1994 PLIABLE BUILDING MEMBRANES AND UNDERLAYS PROPOSED ELEVATIONS E & W
A.S. 2050 - 2002 FIXING OF ROOFING TILES. SH 15 :
A.S. 2049 - 2002 ROOF TILES. PROPOSED ELEVATIONS N & S
A.S. 1860 - 1998 INSTALLATION OF PARTICLEBOARD FLOORING. SH 16 :
A.S. 1288 - 2006 GLASS IN BUILDINGS PROPOSED WINDOW SCHEDULE
A.S. 4552 - 2000 GAS WATER HEATERS
A.S. 2870 - 2011 RESIDENTIAL SLABS & FOOTINGS
A.S. 3600 - 2009 CONCRETE STRUCTURES
PLANNING: A.S. 3700 - 2001 MASINRY STRUCTURES
A.S. 3740 - 2010 WATERPROOFING OF WET AREAS IN RESIDENTIAL BUILDINGS
A.S 3786 - 1993 SMOKE ALARMS.
A.S 3959 - 2009 BUSH FIRE PRONE AREAS
A.S 4773 - 2010 MASONARY IN SMALL BUILDINGS

DAYTONA AVE COOLUM BEACH
Sunshine Coast Qld 4562
BUILDER Ph 07 3103 2996 Mob 0438231411
JARROD DEAN BSA License 121 2275

Scale: 1:100 Dwg No: SH-1

Date : FEB 2022 Job No: 2021-73.1

Full text of the other 16 pages

Page 2

              SEACHANGE BUILDERS
 All designs, plans and drawings including all associated materials are subject
         to copyright. Either written, design or specification is vested in
                    SEACHANGE BUILDERS design center.
Any attempt or actural infringement by using, reproducing or copying the same,
 wholly or in part without written consent will result in legal action being taken.
BUILDER N O T E :
1. DO NOT SCALE DRAWINGS, USE WRITTEN DIMENSIONS ONLY.
2. OWNER, BUILDER, SUBCONTRACTOR MUST VERIFY ALL DIMENSIONS
AND LEVELS ON SITE PRIOR TO COMMENCING ANY WORKS OR
ORDERING MATERIALS.
3. BUILDER SHALL BE RESPONSIBLE FOR ENSURING THAT ALL BUILDING
WORKS CONFORM TO THE BUILDING CODE OF AUSTRALIA, A.S CODES
(CURRENT EDITIONS) BUILDING REGULATIONS, LOCAL BY-LAWS AND
TOWN PLANNING REQUIREMENTS REPORT. ALL DISCREPANCIES TO BE
REFERRED TO OWNERS OFFICE FOR CLARIFICATION.
4. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ARCHITECTURAL
SPECIFICATION AND ENGINEERS SHOP DRAWINGS AND DETAILS.
5. REGULAR INSPECTION OF THE PROPERTY BY A SUITABLY QUALIFIED
PERSON AND THE ARRANGEMENT, SCHEDULING AND PAYMENT OF THE
INSPECTIONS WILL BE THE SOLE RESPONSIBILITY OF THE OWNER OR
BUILDER.
 CONTRACT N O T E :
 1. THESE DRAWINGS ARE TO BE READ IN CONJUNCTION WITH ALL
 CURRENT ENGINEERING DOCUMENTATION AND SPECIFICATIONS.
 2. BUILDERS SPECIFICATION AND NOMINATED FEES TAKE PRECEDENTS
 OVER DRAWING NOTES.
 3. SIZES OF ITEMS INCLUDING WASHING MACHINE, DRYER, MICRO WAVE
 AND OVEN OR THE LIKE ARE TO BE CONFIRMED IN THE WRITTEN
 DOCUMENTATION PREPARED BY THE BUILDER.
--------------------------------                  -------------------------
       OWNER                                             BUILDER
--------------------------------                  -------------------------
       DATE                                              DATE
 EXISTING AREAS
 EXIST. BBQ & POOL LVL                           - 114.2m²
 EXIST. GROUND LVL                               - 323.8m²
 EXIST.UPPER LVL                                 - 283.6m²
 TOTAL AREA                                      -     721.6m²
 PROPOSED AREAS
 PRO. BBQ & POOL LVL    114.2m²
 PROPOSED. GROUND LVL - 323.8m²
 PROPOSED.UPPER LVL   - 283.6m²
 TOTAL AREA                                      -     721.6m²
  UTILITY CONTACTS
  1.         WATER:
  2.
  3.        GAS:
  4.         TELEPHONE:
             TELSTRA
             13 22 00
  5.        POWER:
                                   NORTH POINT
                                   LOCATION
                                   Latitude: 26.4569° S,
                                   Longitude: 153.0991° E
                                   MARCUS BEACH, QLD
 3.1       EAST 9.0M REAR SETBACK                                          26.3.22
 3         WINE CELLAR AND LIFT                                           16.1.22
 2         CLIENT CHANGES                                                 10.12.21
 1         INITIAL CLIENT DRAFT                                           10.11.21
                    Site Plan
     DAYTONA AVE COOLUM BEACH
     Sunshine Coast Qld 4562
     Ph 07 3103 2996 Mob 0438231411
     BSA License 121 2275
     Scale:             1:100                    Dwg No:                    SH-3
     Date : FEB 2022                              Job No: 2021-73.2

Page 3

SEACHANGE BUILDERS
All designs, plans and drawings including all associated materials are subject
to copyright. Either written, design or specification is vested in
SEACHANGE BUILDERS design center.
Any attempt or actural infringement by using, reproducing or copying the same,
wholly or in part without written consent will result in legal action being taken.

BUILDER N O T E :
1. DO NOT SCALE DRAWINGS, USE WRITTEN DIMENSIONS ONLY.

2. OWNER, BUILDER, SUBCONTRACTOR MUST VERIFY ALL DIMENSIONS
AND LEVELS ON SITE PRIOR TO COMMENCING ANY WORKS OR
ORDERING MATERIALS.

3. BUILDER SHALL BE RESPONSIBLE FOR ENSURING THAT ALL BUILDING
WORKS CONFORM TO THE BUILDING CODE OF AUSTRALIA, A.S CODES
(CURRENT EDITIONS) BUILDING REGULATIONS, LOCAL BY-LAWS AND
TOWN PLANNING REQUIREMENTS REPORT. ALL DISCREPANCIES TO BE
REFERRED TO OWNERS OFFICE FOR CLARIFICATION.

4. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ARCHITECTURAL
SPECIFICATION AND ENGINEERS SHOP DRAWINGS AND DETAILS.

5. REGULAR INSPECTION OF THE PROPERTY BY A SUITABLY QUALIFIED
PERSON AND THE ARRANGEMENT, SCHEDULING AND PAYMENT OF THE
INSPECTIONS WILL BE THE SOLE RESPONSIBILITY OF THE OWNER OR
BUILDER.

CONTRACT N O T E :
1. THESE DRAWINGS ARE TO BE READ IN CONJUNCTION WITH ALL
CURRENT ENGINEERING DOCUMENTATION AND SPECIFICATIONS.

2. BUILDERS SPECIFICATION AND NOMINATED FEES TAKE PRECEDENTS
OVER DRAWING NOTES.

3. SIZES OF ITEMS INCLUDING WASHING MACHINE, DRYER, MICRO WAVE
AND OVEN OR THE LIKE ARE TO BE CONFIRMED IN THE WRITTEN
DOCUMENTATION PREPARED BY THE BUILDER.

-------------------------------- -------------------------
OWNER BUILDER
-------------------------------- -------------------------
DATE DATE

EXISTING AREAS
EXIST. BBQ & POOL LVL - 114.2m²
EXIST. GROUND LVL - 323.8m²
EXIST.UPPER LVL - 283.6m²

TOTAL AREA - 721.6m²

PROPOSED AREAS
PRO. BBQ & POOL LVL 114.2m²
PROPOSED. GROUND LVL - 323.8m²
PROPOSED.UPPER LVL - 283.6m²

TOTAL AREA - 721.6m²

UTILITY CONTACTS

1. WATER:
2.

3. GAS:

4. TELEPHONE:
TELSTRA
13 22 00

5. POWER:

N O T E:
CONFIRMED ALL DIMENSIONS ON SITE.
ALL CONTRACTORS ARE TO PROVIDE COMPLIANCE
CERTIFICATES FOR ELECTRICAL, PLUMBING AND
MECHANICAL ON COMPLETION.

NORTH POINT
LOCATION
Latitude: 26.4569° S,
Longitude: 153.0991° E
MARCUS BEACH, QLD

3 WINE CELLAR AND LIFT 16.1.22
2 CLIENT CHANGES 10.12.21
1 INITIAL CLIENT DRAFT 10.11.21

Exist. Floor Plan

Exist. Floor Plan DAYTONA AVE COOLUM BEACH
Sunshine Coast Qld 4562
Ph 07 3103 2996 Mob 0438231411
BSA License 121 2275

Scale: 1:100 Dwg No: SH-3

Date : FEB 2022 Job No: 2021-73.3

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