Council archive · source document
Appendix A - Proposal Plans · MCU20/0090
Plans and drawings: the text below has words only, no drawings.
GENERAL NOTES:
PROPOSED WORKS:
DO NOT SCALE FROM DRAWINGS, USE DETAILED DIMENSIONS ON THE PLANS. ENCLOSE FRONT & REAR SECTION OF THE EXISTING
PRIOR AND DURING CONSTRUCTION ALL LEVELS, HEIGHTS AND MEASUREMENTS TO
BE VERIFIED ON SITE IN ACCORDANCE WITH STATUTORY AUTHORITIES. JETTY BUILDING
WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH RELEVANT ROOF FRAMING NOTES:
CURRENT, NCC, AUSTRALIAN STANDARDS AND STATUTORY AUTHORITIES INSTALL SARKING OVER BATTENS UNDER ROOF SHEETING FOR IMPROVED MOISTURE
REQUIREMENTS. DRAINAGE WITH AIRCELL GLARESHIELD INSTALLED BELOW SARKING WITH 40mm AIR GAP
FOR OPTIMUM THERMAL RESISTANCE. FOR FURTHER INSULATION INSTALLATION DETAILS
FLOOR LEVELS ARE INDICATIVE ONLY AND ARE TO BE CONFIRMED WITH SURVEYOR REFER TO ENERGY EFFICIENCY
FOR APPROPRIATE POSITION TO MINIMISE CUT AND FILL. DRAWINGS BUILDER TO REFER TO TRUSSED ROOF BRACING NOMINATED BY THE TRUSS
MANUFACTURER.
THE BUILDER IS TO VERIFY LOCATION OF ALL EXISTING SERVICES AND PROPERTY
BOUNDARIES PRIOR TO CONSTRUCTION. ROOF TRUSSES TO BE DESIGNED & INSTALLED IN ACCORDANCE WITH AS4440:2004
INSTALLATION OF NAILPLATED TIMBER ROOF TRUSSES
DRAWINGS TO BE READ IN CONJUNCTION WITH OTHER CONSULTANTS
DOCUMENTATION, REFER ANY DISCREPANCIES TO DESIGNER FOR WRITTEN STRESS GRADE JOINT GROUP GENERAL MGP 10/F5 JD5 (PINE WITH PITH-IN) MGP 12/F8 JD4
DIRECTION. (PINE NO PITH-IN) MGP 15/F11 JD4 (PINE NO PITH-IN) FOR ENGINEERED ITEMS LGL
ENGINEERED WOOD PRODUCTS ARE DESIGNED WITH CAMBER & THE BUILDER IS TO
REFER TO ENGINEERS DRAWINGS FOR ENGINEERS DESIGN AND DETAILS. ENSURE BEAMS ARE INSTALLED RIGHT WAY UP & TO MANUFACTURER'S SPECIFICATIONS
KEEP UNSEASONED TIMBER MEMBERS SEPARATED FROM SEASONED TIMBER MEMBERS
ALL INTERNAL AND EXTERNAL MATERIALS AND FINISHES TO BE IN ACCORDANCE WITH TO PREVENT DIFFERENCES IN SHRINKAGE & TOLERANCES (AS1684.3 S1.13)
THESE DOCUMENTS AND WRITTEN SCHEDULES OF FITTINGS AND FINISHES.
RECOMMENDED 12% AVERAGE MOISTURE CONTENT OF TIMBER MEMBERS AT
WORKERS ARE TO DETERMINE SAFE MANUAL & MECHANICAL HANDLING, LIFTING & INSTALLATION (AS1884.3, T.E1) LGL ROOF TRUSSES ENGINEERED TO AS1720.1 (AS1684.3
INSTALLATION OF ARCHITECTURAL FIXTURES & COMPONENTS WHILE FOLLOWING S1.12) INSTALL SARKING OVER BATTENS UNDER ROOF SHEETING FOR IMPROVED
WHS INSTRUCTIONS ON MANUFACTURER'S DOCUMENTATION BUILDING WHS REPORT MOISTURE DRAINAGE WITH AIRCELL GLARESHIELD INSTALLED BELOW SARKING WITH
TO BE STORED IN LINEN CP FOR EASY ACCESS. 40mm AIR GAP FOR OPTIMUM THERMAL RESISTANCE. FOR FURTHER INSULATION
INSTALLATION DETAILS REFER TO ENERGY EFFICIENCY DRAWINGS BUILDER TO REFER TO
TIMBER FLOORS TO MEET THE REQUIREMENTS OF AS4786.2:2005 TIMBER FLOORING - TRUSSED ROOF BRACING NOMINATED BY THE TRUSS MANUFACTURER ROOF TRUSSES TO
SANDING & FINISHING. BE DESIGNED & INSTALLED IN
ACCORDANCE WITH AS4440:2004 INSTALLATION OF NAILPLATED TIMBER ROOF TRUSSES
DAMP PROOF COURSES & FLASHINGS ARE TO COMPLY WITH AS/NZS2905:1995. LGL ENGINEERED WOOD PRODUCTS ARE DESIGNED WITH CAMBER & THE BUILDER IS TO
ENSURE BEAMS ARE INSTALLED RIGHT WAY UP & TO MANUFACTURER'S SPECIFICATIONS
AS4662 CERAMIC TILES - DEFINITIONS, CLASSIFICATION, CHARACTERISTICS & KEEP UNSEASONED TIMBER MEMBERS
MARKING REQUIRE CERAMIC TILES OF THE BEST COMMERCIAL QUALITY (FIRST SEPARATED FROM SEASONED TIMBER MEMBERS TO PREVENT DIFFERENCES IN
QUALITY), CERAMIC FLOOR TILES SHALL BE TESTED TO AS/NZS4586 TO MEET SHRINKAGE & TOLERANCES (AS1684.3 S1.13) RECOMMENDED 12% AVERAGE MOISTURE
AUSTRALIAN STANDARDS FOR THE FIRST QUALITY CERAMIC TILES. CONTENT OF TIMBER MEMBERS AT INSTALLATION (AS1884.3, T.E1) LGL ROOF TRUSSES
ENGINEERED TO AS1720.1 (AS1684.3 S1.12)
PROVIDE INSECT SCREENS TO ALL WINDOWS BUT NOT EXTERNAL DOORS.
HANDRAIL & BALUSTRADE NOTES
TOTAL INTERNAL FLOOR AREA INCLUDES ALL INTERNAL & EXTERNAL WALLS. HANDRAILS, BALUSTRADES & ALL STAIR MEMBERS & CONNECTIONS TO MEET AS1170.1
PROVIDE SMOKE ALARMS IN ACCORDANCE WITH NCC AND AUSTRALIAN STANDARDS. CONCRETE SETOUT NOTES:
GROUND BENEATH SUBFLOOR IS TO BE GRADED PRIOR TO CONSTRUCTION SUCH THAT
PROTECTION OF BUILDING FROM SUBTERRANEAN TERMITES IS TO BE IN THE FGL BELOW THE BUILDING IS HIGHER THAN ADJACENT FGL SO PONDING DOES NOT
ACCORDANCE WITH THE A.S.3660.1/2000. PROVIDE TERMITE PROTECTION TO ALL OCCUR BELOW THE BUILDING TO NCC VOL 2 P3.1.2.3(c) BUILDER TO COMPLY WITH AS3600 &
PENETRATIONS, CONTROL JOINTS AND EXTERNAL PERIMETER AND AS REQUIRED IN AS2870 FOR CONCRETE SLAB CONSTRUCTION
THE STANDARDS.
THE DRAINAGE AND FLOOR HEIGHT ABOVE THE FINISHED GROUND LEVEL SHOULD BE
ENERGY EFFICIIENCY: DESIGNED AND CONSTRUCTED TO AVOID PONDING AGAINST OR NEAR THE CONCRETE WALL FRAMING NOTES:
FOOTING WITH THE GROUND AROUND THE BUILDING PERIMETER, INCLUDING THE UPHILL ALL TIMBER FRAMING IN ACCORDANCE WITH AS1684. IT IS RECOMMENDED THAT
DUAL FLUSH TOILETS TO CONFORM TO WATER EFFICIENCY LABELING STANDARDS SIDE OF CUT AND FILL SITES MUST BE SLOPED AWAY FROM THE BUILDING AT 50mm TIMBERS USED IN THIS PROJECT BE SOURCED FROM RESPONSIBLY MANAGED
(WELS) MINIMUM IN 1000mm (AS1870 S5.2.1) FORESTS, TREE PLANTATIONS OR RECYCLED WOOD THROUGH COMPANIES THAT HAVE
BEEN CERTIFIED AS COMPLYING WITH FOREST STEWARDSHIP COUNCIL (FSC)
WATER PRESSUE LIMITING: (TO RETICULATED MAINS) THE MAXIMUM PRESSURE LEVEL TERMITE RISK MANAGEMENT IS TO BE INSTALLED TO ENSURE CLASS 1 & 10 BUILDINGS TO STANDARDS. FOR FURTHER INFORMATION PLEASE REFER
FROM ANY OUTLET WITHIN THE PROPERTY BOUNDARIES MUST NO EXCEED HAVE 50 YEAR DESIGN LIFE BY COMPLIANCE WITH AS3660.1 TERMITE MANAGEMENT - NEW TO www.fsc.org (or) www.fscaustralia.org STRESS GRADE JOINT GROUP GENERAL MGP 10/F5
500KPA.COMPLIANCE CAN BE ACHIEVED THROUGH INSTALLATION OF A WATER WORK (NCC VOL2 P3.1.3.0) METHOD OF TERMITE RISK MANAGEMENT IS TO BE PROVIDED JD5 (PINE WITH PITH-IN) MGP 12/F8 JD4 (PINE NO PITH-IN) SPECIFIED MGP 15/F11 JD4
PRESSURE LIMITING DEVICE IN LINE WITH THE WATER METER. WHERE IT IS KNOWN WITH AT LEAST 2 DURABLE PERMANENT NOTICES IN KITCHEN CUPBOARD & MSB (NCC VOL2, (PINE NO PITH-IN) FOR ENGINEERED ITEMS LGL ENGINEERED WOOD PRODUCTS ARE
THAT THE PRESSURE LEVEL OF THE WATER SUPPLY DOES NOT EXCEED 500KPA P3.1.3.2) DESIGNED WITH CAMBER & THE BUILDER IS TO ENSURE BEAMS ARE INSTALLED RIGHT
A WATER PRESSURE LIMITING DEVICE IS NOT REQUIRED. WAY UP. CURVED MEMBERS ARE TO BE INSTALLED ACCORDING TO THE DESIGN
VISUAL INSPECTION CLEARANCES FOR TERMITE MANAGEMENT ARE TO BE APPLIED TO THE DRAWINGS THE BUILDER SHOULD PROVIDE TEMPORARY BRACING TO SUPPORT WIND &
HOT WATER SUPPLY IN A NEW CLASS 1 BUILDING. A SUITABLE HOT WATER SYSTEM BUILDING FABRIC CONSTRUCTION LOADS DURING CONSTRUCTION. THIS MAY BE PART OF THE
INCLUDES: PERMANENT BRACING & MUST BE EQUAL TO 60% MINIMUM OF PROPOSED PERMANENT
(A) A GAS HOT WATER SYSTEM WITH A FIVE STAR ENERGY RATING: OR WHERE THE SLAB EDGE HAS <75mm ESPOSURE, A SUITABLE TERMITE PERIMETER BARRIER BRACING (AS1684.3, S8.2)
(B) A HEAT PUMP OR A SOLAR HOT WATER SYSTEM WHERE: SHOULD BE INSTALLED (AS3660.1:2000, S.4.4)
(I) IN A BUILDING WITH THREE OR MORE BEDROOMS, THE HOT WATER SYSTEM MUST RECOMMENDED 12% AVERAGE MOISTURE CONTENT OF TIMBER MEMBERS AT
BE ELIGABLE TO RECEIVE AT LEAST 22 RENEWABLE ENERGY CERTIFICATES, OR THE BUILDER IS RESPONSIBLE TO CHECK ALL EXISTING SERVICES PRIOR TO BEGINNING INSTALLATION (AS1884.3, T.E1) BUILDER IS TO COMPLY WITH GECA32-2007 RECYCLED &
(II) IN A BUILDING WITH 1 OR 2 BEDROOMS THE HOT WATER SYSTEM MUST BE CONSTRUCTION CONCRETE IS TO COMPLY WITH AS3600 & HAVE A 25MPa (N25 GRADE) RECLAIMED TIMBER STANDARD &/ INTERIM INDUSTRY STANDARD RECYCLED TIMBER
ELIGABLE TO RECEIVE AT LEAST 14 RENEWABLE ENERGY CERTIFICATES. STRENGTH AT 28 DAYS, 20mm NOMINAL AGGREGATE SIZE & 100mm SLUMP (UNO) & SL72 VISUALLY STRESS GRADED RECYCLED TIMBER FOR STRUCTURAL PURPOSES TO
MESH & BE MECHANICALLY VIBRATED ENSURE ANY RECYCLED TIMBER IS FIT FOR PURPOSE
SHOWER ROSES: (TO RETICULATED MAINS WATER SUPPLY AREAS ONLY) SHOWER
ROSES TO BE 3 STAR RATING UNDER THE WATER EFFICENCY LABELING SCHEME CONCRETE FOOTINGS TO COMPLY WITH AS3600 & HAVE 20MPa (N20) WITH PLUMBING:
(WELS) REINFORCEMENT AS DETAILED & BE MECHANICALLY VIBRATED
OR A AAA RATING WHEN ASSESSED AGAINST AS/NZ 6400:2005 WATER EFFICIENT ALL PLUMBING FITTINGS & HOT WATER SYSTEM TO BE WATERMARKED TO AUSTRALIAN
PRODUCTS - RATING AND LABELING. VAPOUR BARRIER IS TO BE INSTALLED UNDER THE SLAB ON GROUND CONSTRUCTION. IT IS STANDARDS.
TO BE 0.2mm NOMINAL THICKNESS POLYETHYLENE FILM MEDIUM IMPACT RESISTANT
ALL WORK TO BE CARRIED OUT IN ACCORDANCE WITH NCC 3.12 ENERGY EFFICIENCY (AS2870, S5.3.3.2(c)) FOOTINGS & SLABS ON GROUND REQUIRE MINIMUM CONCRETE COVER SANITARY COMPARTMENTS THAT ARE COMPLETELY ENCLOSED MUST HAVE A DOOR
TO THE OUTER EDGE OF REINFORCEMENT: * 40mm TO UNPROTECTED GROUND * 30mm TO A THAT IS READILY REMOVABLE FROM THE OUTSIDE BUT THIS IS NOT REQUIRED WHEN
ENERGY EFFICIENT LIGHTING: ENERGY EFFICIENT LIGHTING INCLUDES FLOURESCENT MEMBRANE IN CONTACT WITH THE GROUND * 20mm TO AN INTERNAL SURFACE * 40mm TO THERE IS 1200mm MIN BETWEEN THE DOORWAY & THE WC PAN (NCC VOL2 P3.8.3.3)
AND COMPACT FLOURESCENT LIGHTS. IT DOES NOT INCLUDE INCANDESCENT OR AN EXTERNAL SURFACE (NCC VOL 2 P3.2.3.3)
HALOGEN LIGHTS. ENERGY EFFICIENT LIGHTING IS TO BE USED FOR AT LEAST 80% SITE DRAINAGE IS TO BE CONSTRUCTED ACCORDING TO AS/NZS3500.3 STORMWATER
OF THE TOTAL FLOOR AREA OF THE BUILDING OR SOLE OCCUPANCY UNIT. NOMINAL MINIMUM FIXINGS: DRAINAGE OR AS/NZS3500.5 DOMESTIC INSTALLATIONS S5 (NCC VOL2 P3.1.2.0)
(FLOOR AREA MEANS THE AREA OF THE ROOM MEASURED WITHIN THE FINISHED UNLESS SPECIFIED OTHERWISE, USE NOMINAL FIXINGS: (AS1684.3, S9.5 & T9.4) * 3.05Ømm
SURFACES OF THE WALLS, AND INCLUDES THE AREA OCCUPIES BY ANY CUPBOARD MIN FOR WATERPROOFING & WATER RESISTANT MATERIALS NOTES:
OR HARDWOOD & CYPRESS FRAMING * 3.33Ømm MIN FOR SOFTWOOD FRAMING * PLASTIC ALL WET AREAS WATERPROOFING IS TO COMPLY WITH AS3740:2010
OTHER BUILT IN FURNITURE, FIXTURE OR FITTINGS.) THIS AREA INCLUDES POLYMER WATERPROOFING OF WET AREAS WITHIN RESIDENTIAL BUILDINGS (BCA VOL2
ASSOCIATED (GLUE) COATED 0R ANNULAR OR HELICAL DEFORMED SHANK NAILS MACHINE DRIVEN P3.8.1.0). ALL WATERPROOFING MATERIALS & SYSTEM COMPONENTS ARE TO BE
GARAGES. WHERE A PART OF A HOUSE IS LIT BY MORE THEN ONE LIGHT SOURCE, AND NAILS: USE HOT DIPPED GALVANISED, STAINLESS STEEL OR MONEL METAL NAILS IN DAMP INSTALLED ACCORDING TO MANUFACTURER'S INSTALLATION INSTRUCTIONS &
ONE OR MORE OF THOSE LIGHT SOURCES ARE NOT DEEMED TO BE EFFICIENT OR WEATHER EXPOSED JOINTS * WHEN NOT SPECIFIED IN FOLLOWING TABLE, NAIL MATERIAL COMPATIBILITY IS TO BE CHECKED BY THE BUILDER PRIOR TO USE.
LIGHTING, LENGTH IS TO BE 10 x NAILØ WHEN DRIVEN INTO SIDE GRAIN * WHEN NOT SPECIFIED IN
THEN THAT PART OF THE HOUSE IS NOT CONSIDERED TO HAVE EFFICIENT LIGHTING, TABLE NEXT, NAIL LENGTH IS TO BE 15 x NAILØ WHEN DRIVEN INTO END GRAIN * MINIMUM 2 WATERPROOFING SYSTEM IS TO ALLOW FOR CREEP, EXPANSION & CONTRACTION OF
AND THEREFORE DOES NOT QUALIFY TOWARDS THE 80% EFFICIENT LIGHTING NAILS PER JOINT UNO HAND DRIVEN NAILS: * 3.15Ømm MIN FOR HARDWOOD & CYPRESS * SUBSTRATE
REQUIREMENT. 3.75Ømm MIN FOR SOFTWOOD & LOWER DENSITY TIMBER (AS3470:2010 S2.3).
DRAWING TITLE: TITLE PLAN
Hayley Deans Designs
SITE ADDRESS: 256 GYMPIE TERRACE, NOOSAVILLE
M: 0417 194 192
E: [email protected] CLIENT NAME: BAYENO PTY LTD - U DRIVE BOAT HIRE
DW01
Superior Built QLD Pty Ltd
QBCC Licence: 1249579 ISSUE: CONSTRUCTION ISSUE DRAWING NUMBER
DRAWING DATE: DRAWN BY: Hayley Deans SCALE: AS/INDICATED
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalFull text of the other 5 pages
Page 2
Real Property Description PROPOSED WORKS:
Site Address Jetty 256 Gympie Terrace, Noosaville
Lot: 158 ENCLOSE FRONT & REAR SECTION OF THE EXISTING
Plan: SP146043 JETTY BUILDING
Local Authority: Noosa Shire Council.
BUILDERS NOTE
THE BUILDER IS RESPONSIBLE TO CHECK ALL EXISTING SERVICES
PRIOR TO BEGINNING CONSTRUCTION AND DESIGNER TO BE 17.73
NOTIFIED. 60°30'
EXISTING FIXED PONTOON
PRIOR AND DURING CONSTRUCTION ALL LEVELS, HEIGHTS AND
MEASUREMENTS TO BE CONFIRMED ON SITE IN ACCORDANCE WITH
STATUTORY AUTHORITIES.
ALL CONSTRUCTION WORKS TO BE IN ACCORDANCE WITH DA
APPROVAL CONDITIONS AND COUNCIL APPROVED PLANS. ANY
DISCREPANCIES NOTED PLEASE CONTACT DESIGNER.
WALKING SURFACES SHALL BE FINISHED IN ACCORDNCE WITH
AS4586. NORTH
STORMWATER NOTE
ALL STORMWATER DRAINAGE SHALL BE IN ACCORDANCE WITH
AS3500.3. ALL STORMWATER DRAINAGE SHALL BE IN ACCORDANCE
WITH COUNCIL GUIDELINES TO MINIMISE EROSION AND SCOURING.
STORMWATER FLOW OTHER THAN NATURAL OVERLAND FLOW
SHALL NOT BE DISCHARGED ONTO NEIGHBORING PROPERTY.
ALL STORMWATER DRAINAGE DESIGN IS PRELIMINARY AND SHALL
BE CONFIRMED BY A LICENCE HYDRAULIC ENGINEER.
CLIMATE CODE
ENERGY EFFICIENCY ASSESSOR TO CONFIRM ADEQUACY OR
330°30'
150°30'
29.352
24.20
PROPOSED CONSTRUCTION. PROVIDE INSULATION IN ACCORDANCE
WITH THE NCC ANF BERS CERTIFICATION REPORT.
BUSHFIRE NOTE
EXISTING GANGWAY
THE PROPOSED BUILDING IS LOCATED IN A BUSHFIRE PRONE AREA.
BUILDING CONSTRUCTION TO BE IN ACCORDANCE WITH N.C.C
PART 3.7.4 & A.S. 3959 REFER TO ASSESSMENT CONDUCTED FOR
BAL RATING.
DESIGN PARAMETERS
WIND
- BASIC WIND SPEED Vu = 57 m/s
- TERRAIN CATEGORY TC2
- GUST DURATION = 30sec
240°30'
WAVE 2.80
- WIND GENERATED WAVE Hmax 0.6m EXISTING
- BOAT WAKE Hmax 0.5M ROOF
330°30'
12.27
BERTING IMPACT
- APPROACH VELOCITY v = 0.3m/s
FLOOD CURRENT EXISTING 240°30'
- 100 FLOOD Vmax = 1.5m/s BUILDING
9.183
ALL VESSELS SHALL BE REMOVED UNDER FLOOD CONDITIONS
15 7°38'
6.45
LIVE LOAD ON PONTOONS
- MAX UNIFORMLY DISTRIBUTED LOAN 3kpa
- FREEBOARD UNDER DEAD LOAD 400 25mm
EXISTING JETTY
EXISTING
Site
NOTES: ROOF
1. TIMBER JETTY AND RP BOUNDARY ARE BASED ON PREVIOUS
SURVEY CONDUCTED. DRAWING FILE: detail_060514.DWG 1 1 : 200
'
150°57'
°37
2 2 0 37
2.23
25 2°21
' 2.2
1.13 3
330°20'
2.085
LEGEND: 239°0'
1.71
LEASED BOUNDARY AREA
DRAWING TITLE: SITE PLAN
Hayley Deans Designs
M: 0417 194 192 SITE ADDRESS: 256 GYMPIE TERRACE, NOOSAVILLE
DW 02
E: [email protected] CLIENT NAME: BAYENO PTY LTD - U DRIVE BOAT HIRE
Superior Built QLD Pty Ltd
QBCC Licence: 1249579 ISSUE: CONSTRUCTION ISSUE DRAWING NUMBER
DRAWING DATE: DRAWN BY: Hayley Deans SCALE: AS/INDICATED
Page 3
TH
PROPOSED WORKS:
NOR
ENCLOSE FRONT & REAR SECTION OF THE EXISTING
JETTY BUILDING
EXISTING JETTY BUILDING
PROPOSED WALLS (HIGHLIGHTED IN RED)
APPROX LOCATION OF SAND DELETE SECTION OF EXISTING WALL
TO ENCLOSE UNDER EXISTING ROOF TOTAL PROPOSED WALLS (HIGHLIGHTED IN RED)
3 WALLS TO ENCLOSE UNDERROOF, WILL HAVE TO ENCLOSE UNDER EXISTING ROOF TOTAL
WINDOWS AND A DOOR, CLADDING WILL BE 2 WALLSTO ENCLOSE UNDERROOF, WILL HAVE
TO MATCH EXISTING TO MAINTAIN CHARACTER DOOR, CLADDING TO MATCH EXISTING TO
AND AMENITY MAINTAIN CHARACTER AND AMENITY
EXISTING POSTS TO EITHER CORNER 2630 5500 2100 EXISTING POSTS TO EITHER CORNER
EXISTING
STORAGE
EXISTING JETTY EXISTING JETTY BUILDING
2900
1
DW 05
DECK 2
DW 05
1820
CONCRETE PATH
EXISTING JETTY DECK
APPROX AREAS:
APPROX LOCATION OF
CURRENT ENCLOSED FLOOR: 15.95m2 LOW TIDE MARK
PROPOSED NEW ENCLOSED FLOOR AREA: 11.40m2
TOTAL: 23.57m2
APPROX LOCATION OF SAND
NOTE:
TOTAL JETTY ROOF AREA AND JETTY FLOOR DOES
NOT CHANGE WHERE PROPOSED WALLS ARE FLOOR PLAN
LOCATED. EXISTING ROOF AND FLOOR STRUCTURE
REMAINS AS IS. 1 1 : 50
DRAWING TITLE: FLOOR PLAN
Hayley Deans Designs
M: 0417 194 192 SITE ADDRESS: 256 GYMPIE TERRACE, NOOSAVILLE
DW03
E: [email protected] CLIENT NAME: BAYENO PTY LTD - U DRIVE BOAT HIRE
Superior Built QLD Pty Ltd
QBCC Licence: 1249579 ISSUE: CONSTRUCTION ISSUE DRAWING NUMBER
DRAWING DATE: DRAWN BY: Hayley Deans SCALE: AS/INDICATED
Page 4
PROPOSED WORKS:
ENCLOSE FRONT & REAR SECTION OF THE EXISTING
EXISTING 90x90 POST
JETTY BUILDING
PROPOSED WALL WITH DOOR HIGHLIGHTED IN RED
EXISTING SCREENED STORAGE EXISTING BUILDING
PROPOSED WALL EXISTING ROOF STRUCTURE
EXISTING STRUCTURES PROPOSED WALL WITH WINDOW & DOOR HIGHLIGHTED IN RED
EXISTING 90x90 POSTS JETSKI - BOATHIRE - OFFSHORE FISHING
EXISTING STRUCTURAL JETTY
U DRIVE BOAT HIRE
2400
HEIGHT +1.5m CD APPROX
APPROX LOW WATER LINE
North East
1 1 : 100
3 1 : 100
EXISTING JETTY BUILDING
EXISTING JETTY BUILDING ROOF STRUCTURE
EXISTING 90x90 POSTS TO EACH CORNER EXISTING AWNING
EXISTING BUILDING PROPOSED WALL WITH WINDOW HIGHLIGHTED IN RED
EXISTING 90x90 POSTS TO EACH OUTSIDE CORNER
EXISTING ROOF STRUCTURE WITH SIGNAGE JETSKI - BOATHIRE - OFFSHORE FISHING
EXISTING STRUCTURAL JETTY
PROPOSED WALL WITH WINDOW HIGHLIGHTED IN RED
EXISTING STRUCTURE
U-DRIVE BOAT HIRE U DRIVE BOAT HIRE
2400
APPROX FRONTAGE GROUND LEVEL HEIGHT +1.5m CD APPROX
South West
2 1 : 100
4 1 : 100
DRAWING TITLE: ELEVATIONS
Hayley Deans Designs
256 GYMPIE TERRACE, NOOSAVILLE
M: 0417 194 192
E: [email protected]
SITE ADDRESS:
DW04
CLIENT NAME: BAYENO PTY LTD - U DRIVE BOAT HIRE
Superior Built QLD Pty Ltd
QBCC Licence: 1249579 ISSUE: CONSTRUCTION ISSUE DRAWING NUMBER
DRAWING DATE: DRAWN BY: Hayley Deans SCALE: AS/INDICATED
Page 5
INTERNAL TOP OF EXPOSED TRUSSES
EXPOSED TRUSSES
MAIN CEILING LEVEL
LIFE VEST STORAGE RACK
3797
2400
BENCH FILE STORAGE PIE WARMER
STORAGE SHELVING STORAGE SHELVING
STORAGE SHELVING STORAGE SHELVING
Section 1 DRINK FRIDGE BAIT FREEZER ICE FREEZER EXISTING STORAGE FLOOR LEVEL
1 1 : 50
INTERNAL TOP OF EXPOSED TRUSSES
EXPOSED TRUSSES
MAIN CEILING LEVEL
3797
2400
STORAGE
BOOKING OFFICE BENCH BOOKING OFFICE BENCH
Section 2
OAR STORAGE HOLDER
FLOOR LEVEL DRAWS DRAWS STAFF
FRIDGE
OPEN
STORAGE DOOR OPEN INSIDE
DRAWS
OPEN STORAGE FOR ESKI'S
2 1 : 50
DRAWING TITLE: SECTIONS
Hayley Deans Designs
256 GYMPIE TERRACE, NOOSAVILLE
DW05
SITE ADDRESS:
M: 0417 194 192
E: [email protected] CLIENT NAME: BAYENO PTY LTD - U DRIVE BOAT HIRE
Superior Built QLD Pty Ltd
QBCC Licence: 1249579 ISSUE: CONSTRUCTION ISSUE DRAWING NUMBER
DRAWING DATE: DRAWN BY: Hayley Deans SCALE: AS/INDICATED
Page 6
2630 5500 2100
BENCH
OPEN STORAGE BELOW
STORAGE SHELVES WITH
LIFE VEST HANGING
PIE WARMER
BAIT FREEZER ICE FREEZER EXISTING
STORAGE ABOVE
TO STORE BAIT BUCKETS, FIRST AID,
CHARTER BOAT EQUIPMENT DRINKS FRIDGE
STORAGE
R STORAGE FOR FISHING RODS
UTE
MP
CO
EXISTING JETTY EXISTING JETTY BUILDING
2900
CHAIR
DECK
OFFICE - LOCATION TO RUN
THROUGH SAFETY BRIEFS
WITH CUSTOMERS CHAIR
STAFF FRIDGE CO
BELOW MP
UT
E R BOOKING
BELOW STORAGE FOR STORAGE FOR FILES
PONTOON BOAT ESKIS DRAWS SAFETY LOGS, EVERYDAY BOOKING OFFICE BENCH OAR STORAGE
REQUIRED PAPERWORK DRAWS BELOW DRAWS BELOW
THREE PEOPLE ARE REQUIRED TO RUN THE BOOKINGS AT ALL TIMES.
INCLUDES SOMEONE TAKING BOOKINGS, EMPLOYEE HANDLING CUSTOMERS, EMPLOYEE DOING SAFETY BRIEFS
DRAWING TITLE: FLOOR PLAN STORAGE LAYOUT
Hayley Deans Designs
M: 0417 194 192 SITE ADDRESS: 256 GYMPIE TERRACE, NOOSAVILLE DW06
E: [email protected] CLIENT NAME: BAYENO PTY LTD - U DRIVE BOAT HIRE
Superior Built QLD Pty Ltd
QBCC Licence: 1249579 ISSUE: CONSTRUCTION ISSUE DRAWING NUMBER
DRAWING DATE: DRAWN BY: Hayley Deans SCALE: AS/INDICATED
Used in these records
Appendix A - Proposal Plans.pdfRelated documentApplication case desk ↗
About this file
- File size
- 1.5 MB (small file)
- File type
No other editions are linked here.