Cairns Regional Council PO Box 359 - Douglas Shire Council · 3.1.2 Assessment Manager ... We trust this information is sufficient for your purposes, ... LAP VERTICAL BARS 600mm WITH

C:\Users\evan\AppData\Local\Temp\000771_ABEC182.docx


Our Ref: 17-06/L000771DSC Ref: CA1594/2016Date: 23 May 2017

Chief Executive OfficerCairns Regional CouncilPO Box 359CAIRNS QLD 4870

Dear Sir,

RE: REQUEST UNDER SECTION 369 OF SPA FOR PERMISSIBLE CHANGE TO EXISTING APPROVALFOR RECONFIGURING A LOT AND MATERIAL CHANGE OF USE (MULTI-UNIT HOUSING) AT 24MUDLO STREET, PORT DOUGLAS, MORE PARTICULARLY DESCRIBED AS LOT 60 ON PTD20911

We confirm that Planning Plus Pty Ltd act on behalf of ND Verri (‘the Applicant’) in relation to theabove-described matter. We note that this application is being made under Section 369 on theSustainable Planning Act 2009 to facilitate ‘permissible’ changes to the above-described developmentapproval.

The applicant will pay the relevant assessment fee under Council’s 2016/17 Fee Schedule, being$917.85, direct to Council via credit card.

1.0 BACKGROUND

The subject development approval was issued on 23 November 2016 (copy included as Attachment1). Since receipt of the approval, the applicant has taken the project to the market and feedbackreceived to date indicates a concern about the lack of undercover car parking. To this end, theapplicant is seeking changes to the proposal to introduce a roof structure over the parking area ofeach dwelling.

2.0 PROPOSED CHANGES

The following revised drawings are included for reference as Attachment 2:

Site Plan – Sheet 0 Floor Plans – Sheet 3 Elevations – Sheet 4 Area Plan Site Cover – Sheet 5 Street-View Renders.


As noted above, this submission seeks changes to the proposal to include a roof structure over theproposed parking areas for each dwelling. This change has come about following market feedbackthat the lack of undercover car parking is a concern.

The applicant’s concern following receipt of this feedback is that not only will this issue hamper theability to sell the product, but that should the product still sell, that buyers may attempt to introducetheir own ad-hoc shade structures. Some of these structures may not require council approval andcould result in a sub-optimal outcome for the development.

The issue is further compounded by the presence of bats in the area which would further drive theneed for covered car spaces on this particular site.

Taking the above into account, the applicant is proposing a high-quality, visually appealing concreteroof structure, embellished with vine-type vegetation. As is evidenced by the Street View Renders,the change blends in seamlessly with the existing approved built form and continues to achieve ahighly appropriate streetscape aesthetic.

3.0 LEGISLATIVE CONSIDERATIONS

3.1 Sustainable Planning Act 2009

This section provides an overview of the legislative context of the application under the provisions ofthe Sustainable Planning Act 2009.

3.1.1 Permissible Change

We submit that the proposed changes are ‘permissible’ for the purpose of the Sustainable PlanningAct 2009 in that they do not contravene the requirements of Section 367. In particular, we note thefollowing with respect to Section 367:

a. The revised proposal does not result in a ‘substantially different development’.b. (i) The revised proposal does not trigger additional referral agencies.

(ii) The revised proposal does not trigger ‘impact assessable’ development where nonepreviously existed.

c. The previous application did not require impact-assessment.d. The revised proposal does not introduce prohibited development.

3.1.2 Assessment Manager

The Assessment Manager for this development application is Douglas Shire Council as determined bySchedule 6 of the Sustainable Planning Regulation 2009.

3.2 Douglas Shire Planning Scheme

It is noted that the proposed change results in an increase in site cover by approximately 8%, up fromapproximately 52% to approximately 60%. While this figures exceeds the Douglas Shire Council‘acceptable solution’ of 45% (under the Tourist and Residential Planning Area Code), it is consideredto remain compliant with the corresponding ‘performance criteria’ which states:

“The Site Coverage of all Buildings, other than a House, does not result in a built form that is bulky orvisually obtrusive.”


We submit that the proposed additional roof structure does not create a bulky or visually obtrusivebuilt form, but rather blends in well with the existing approved built form, as discussed above.

It is further noted that the proposal is only 2 storeys in height, whereas 3 storeys is permitted on thesubject site. The omission of a third level is considered to provide some leeway in terms of site coverwhen determining overall building bulk.

4.0 CONCLUSION

This submission supports an application by ND Verri (‘the applicant’) for a Permissible Change to anexisting approval for Reconfiguring a Lot and Material Change of Use (Multi-Unit Housing) over landlocated at 24 Mudlo Street, Port Douglas, more particularly described as Lot 60 on PTD20911.

In summary, we submit that the proposed changes are considered ‘permissible’ for the purpose of theSustainable Planning Act 2009 and are unlikely to result in any unacceptable adverse impacts on thesurrounding community or environment.

We trust this information is sufficient for your purposes, however should you require any furtherdetails or clarification please do not hesitate to contact the undersigned.

Yours Faithfully

Evan YelavichSenior PlannerPlanning Plus Pty Ltd

enc: Attachment 1: Decision NoticeAttachment 2: Revised Plans


Attachment 1Decision Notice


Attachment 2Revised Plans

@ AT

ACCORD. ACCORDING

AS AUSTRALIAN STANDARD CODES

NCC NATIONAL CONSTRUCTION CODEBC HONED / BURNISHED CONCRETE FINISH

CMB CONCRETE MASONRY BLOCK

CONC CONCRETE

COS CONFIRM ON SITECRS CENTRES

CS CAVITY SLIDER

CSK COUNTERSUNK

CT COOK TOPCTFP CORTEN FENCE PANEL

CFW CONTINUOUS FILLET WELD

DIA. DIAMETER

DPC DAMP PROOF COURSEDW DISHWASTER

D.P DOWN PIPE

EA EQUAL ANGLE

EJ EXPANSION JOINTFC FIBRE-CEMENT

FFL FINISHED FLOOR LEVEL

FH FLAT HEAD NAILS

g GUAGE (BOLTS, SCREWS)GAL GALVANISING

HH HEAD HEIGHT

HEX. HEXAGONAL HEAD (BOLT)

HR SELECT GLASS BALUSTRADE & HANDRAIL

HT HEIGHTHWD HARDWOOD

HWS HOT WATER SYSTEM

LOSP LIGHT ORGANIC SOLVENT PRESERVATIVE

MM MILLIMETRESMANUF. MANUFACTURER

MAX. MAXIMUM

MIN. MINIMUM

MGP MACHINE GRADED PINEMIC MICROWAVE OVEN

MS MILD STEEL

NGL NATURAL GROUND LEVEL

OFC OFF-FORM CONCRETE FINISHOG OBSCURE GLASS

PB PLASTERBOARD LINING

PF SELECT 1200H POOL FENCE

PL PLATEPVC POLYVINYL CHLORIDE

REINF REINFORCING

RGH ROUGHER HEADER H3 TREATED PINE

RHS RECTANGULAR HOLLOW SECTIONSCJ SAW CUT JOINT

SFL STRUCTURAL FLOOR LEVEL

SHS SQUARE HOLLOW SECTION

SLC SELECT HWD SHIPLAP CLADDINGSS STAINLESS STEEL

SPEC SPECIFICATION

SHS SQUARE HOLLOW SECTION

TOW TOP OF WALL

UA UNEQUAL ANGLEUNO UNLESS NOTED OTHERWISE

L01 LINTEL NUMBER

D01 DOOR NUMBER

W01 WINDOW NUMBER

SECTION MARKER

ELEVATION KEY

DETAIL CALLOUT

ROOM NAME CEILING HEIGHT

CEILING MATERIAL

FLOOR FINISH

REDUCED LEVEL

SLAB SETDOWN

SLAB FALL

SLAB THICKNESS

+ 00.000 SPOT LEVEL

SECTION REFERENCE

SHEET REFERENCE

A04

03 N

RL 00.000

100

FALL .

01

04

DETAILREFERENCE

SHEETREFERENCE

100

SHEET REFERENCE

VIEW DIRECTION

2800PB

CT

LOUNGE

LEGENDULTIMATE & SERVICEABILITY LIMIT STATE DESIGN WIND PRESSURES

DESIGN GUST

WIND SPEED(m/s)

WINDCLASS

DESIGN PRESSURES(kPa)

GREATER THAN1.2m FROM CORNERS

UP TO1.2m FROM CORNERS

ULS SLS ULS SLS

C2 61 39 ±2.68 ±0.88 -4.02 -1.23

V h,u V h,s

ULS SLS

VILLA 3

LOT 3

337.24m²

B E R Y L

50292

01 01

02 02

C

C

D

D

B

B

A

A

VILLA 2

LOT 2

337.24m²

VILLA 1

LOT 1

337.24m²

16764 16764 16764

2011

7

S T R E E T

MH

2011

7

EXIS

TIN

G S

EWER

- D

EPTH

TO

BE

CO

S

VILLA 1 VILLA 2 VILLA 2 VILLA 3

VILLA 1 VILLA 2 VILLA 2 VILLA 3

VILLA 1

VILLA 1

VILLA 3

VILLA 3

M

U

D

L

OS

T

R

E

E

T

50.292 m90° 00' 00"

20.1

17 m

0° 0

0' 0

0"

50.292 m270° 00' 00"

20.1

17 m

180°

00'

00"

EXISTING STREET TREES TO REMAIN

EXISTING K & C

EXIS

TIN

G F

OO

TPAT

H T

O R

EMAI

N

EXISTING K & C

EXIS

TIN

G K

& C

EXIS

TIN

G K

& C

1200 WIDE FOOTPATHS AS

PER FNQROC GUIDELINES

DRIVEWAY CROSSINGS AS

PER FNQROC GUIDELINES

0000

0/S

P12

9232

59/PTD20911

CURRENTLY LOT 60 / PTD20911

1011.72m²

1° 1° 1°

EXISTING ERGON PILLAR

E

NEW ERGON PILLAR

E

EXISTING ERGON PILLAR

E

COS

1600

BATTER LANDSCAPING

BACK TO NEW FOOTPATH

LANDSCAPED GARDENS - REFER LANDSCAPERS DRAWINGSLANDSCAPED GARDENS - REFER LANDSCAPERS DRAWINGS LANDSCAPED GARDENS - REFER LANDSCAPERS DRAWINGS

LAN

DSC

APED

GAR

DEN

S - R

EFER

LAN

DSC

APER

S D

RAW

ING

SLA

ND

SCAP

ED G

ARD

ENS

- REF

ER L

AND

SCAP

ERS

DR

AWIN

GS

POOL

CONC ROOF

CONC ROOF CONC ROOF

CONC ROOF

CONC ROOF CONC ROOF

CONC ROOF

CONC ROOF CONC ROOF

1400

FAS

CIA

4174

5527

FAS

CIA

655 FASCIA 4174 FASCIA 655 FASCIA 4174 FASCIA 655 FASCIA

5527

FAS

CIA

1400

FAS

CIA

POOL POOL

TERMITE TREATMENT:

- ALL TIMBER USED IN PROJECT TO BE EITHER NATURALLY

RESISTANT TO TERMITE ATTACK (AS LISTED IN AS3660.1-APPENDIX C) OR CHEMICALLY TREATED TIMBERS IN

ACCORDANCE WITH AS3660.1-APPENDIX D.

- LOSP TREATED TIMBER TO BE TREATED TO H2 LEVEL FOR ALL

TIMBERS USED IN ABOVE GROUND, DRY, WEATHER PROTECTED AREAS, SUCH AS TRUSSES, WALL FRAMING AND SUB-FLOOR

APPLICATIONS.

- H3 LEVEL APPLICATIONS TO BE ABOVE GROUND, OUTSIDE,

EXPOSED TO WEATHER AREAS SUCH AS DECKING, FENCE PICKETS & RAILS, PERGOLAS, EXPOSED FLOOR JOISTS AND

BEARERS AND EXTERNAL WALL CLADDINGS. DUE TO THE DYE

PIGMENT CONTAINED IN LOSP TREATED TIMBERS, ALL INTERNAL

ARCHITRAVES AND MOULDINGS TO BE EITHER NATURALLY RESISTANT TIMBERS OR H3 LEVEL LOSP TREATED TIMBERS.

- ALL SLAB PENETRATIONS TO HAVE TERMIMESH MARINE GRADE

STEEL COLLARS FITTED BY MANUFACTURER'S QUALIFIED

TECHNICIANS.

CONCRETE MASONRY NOTES:

GENERAL WALLS U.N.O- 190 SERIES CONC MASONRY BLOCKS IN ACCORDANCE WITH AS 3700 & AS 2733.

MORTAR 1:1:6 (C:L:S) DOTS DENOTE N12 VERTICAL BARS (U.N.O.) AT ENDS, CORNERS,

INTERSECTIONS, EACH SIDE OF ALL OPENINGS AND AT CRS NOTED ON PLANS.

LAP VERTICAL BARS 600mm WITH N12 STARTER BARS COGGED 200mm INTO FOOTING

PROVIDE ADDITIONAL N12 VERTICAL BAR EACH SIDE OF OPENINGS >1800 WIDE. - PROVIDE DOUBLE COURSE (U.N.O.) CONTINUOUS BOND BEAM TO TOP OF 190 SERIES

WALLS. REINF. WITH 1-N12 BAR EACH COURSE - LAP 800mm MIN.

- ALL EXTERNAL JOINTS TO BE 'FLUSHED' LEFT READY FOR RENDERING.

- ALL CMB WALLS THAT ARE TO BE CONCRETE FILLED ARE TO BE WATER HOSED DURING THE WALL CONSTRUCTION TO REMOVE MORTAR DAGS IN THE MASONRY CORES.

CONCRETE STRENGTH:

- ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH AS3600. - N20 GRADE CONCRETE TO ALL FOOTINGS

- N32 GRADE CONCRETE TO SLABS

- CONCRETE

- CONCRETE GENERALLY IN ACCORDANCE WITH AS 3600

- CONCRETE SPECIFICATION UNLESS NOTED OTHERWISE:

ELEMENT CLASS & GRADE MAX. AGG. MAX. SLUMP

GROUND SLAB N32 20mm 80mm

FOOTINGS N20 20mm 80mmCORE FILL S20 10mm 230mm

REINFORCEMENT NOTATION:

'N' DENOTES GRADE D500N HOT ROLLED REBAR TO AS4671.'S' DENOTES GRADE D250N HOT ROLLED REBAR TO AS4671.

'R' DENOTED GRADE R500L COLD DRAWN ROUND WIRE TO AS4671.

'W' DENOTES GRADE R500L COLD DRAWN ROUND WIRE TO AS4671.

'DW' DENOTES GRADE D500L COLD DRAWN RIBBED WIRE TO AS4671.

'RL', 'SL', 'L_TM' DENOTES FRAYED D500 DEFORMED WIRE MESHES TO AS4671.- ADDITIVES SHALL NOT BE USED WITHOUT THE SUPERINTENDENT'S APPROVAL.

- MECHANICALLY VIBRATE CONCRETE IN THE FORM TO GIVE MAXIMUM COMPACTION

WITHOUT SEGREGATION OF THE CONCRETE.

- CURE CONCRETE AS REQUIRED BY SECTION 19 OF AS3600.- CONCRETE SIZES SHOWN ARE MINIMUM AND DO NOT INCLUDE APPLIED FINISHES.

- DO NOT REDUCE OR HOLE CONCRETE WITHOUT SUPERINTENDENT'S APPROVAL.

- DO NOT PLACE CONDUITS, PIPES AND THE LIKE WITHIN THE COVER CONCRETE.

- FORMWORK SHALL GENERALLY COMPLY WITH AS3610- STRIPPING OF FORMWORK SHALL COMPLY WITH SECTION 19 OF AS3600.

SITE PREPARATION:

- STRIP BUILDING SITE OF ALL TOPSOIL AND ORGANICS.- BUILDING PLATFORM AND PAVEMENT SUPPORT AREAS SHOULD BE UNIFORMLY

COMPACTED BY HEAVY SURFACE ROLLING TO A MINIMUM DRY DENSITY RATIO OF

95% SRDD. SOFT SPOTS ENCOUNTED DURING COMPACTION TO BE TREATED BY

TYNING, DRYING AND RECOMPACTION. - THE USE OF VIBRATORY ROLLERS FOR EARTHWORKS COMPACTION MAY CAUSE

SIGNIFICANT GROUND VIBRATION AND CAREFUL SITE CONTROL OR THE USE

HEAVY STATIC COMPACTION PLANT WILL BE REQUIRED TO AVOID DAMAGE TO

ADJOINING MASONRY BUILDINGS. - ALL FILL MATERIAL TO BE OF LOW PLASTICITY (P1<15) GRANULAR SELECT FILL,

PLACED IN LAYERS NOT MORE THAN 200mm COMPACTED THICKNESS, AND

UNIFORMLY COMPACTED TO A MINIMUM DRY DENSITY RATION OF 95% SRDD.

- BUILDER TO SURVEY SITE PRIOR TO COMMENCEMENT OF EARTHWORKS AND

CONSTRUCT BUILDING PLATFORM TO A LEVEL SUCH THAT ALL SURFACE WATER IS DIRECTED AWAY FROM THE BUILDING

TO A SATISFACTORY DRAINAGE OUTLET.

- BUILDER SHALL ENSURE THAT SUITABLE AND APPROPRIATE VEHICULAR ACCESS

IS PROVIDED TO THE BUILDING. - BUILDER SHALL ENSURE THAT SUITABLE SOIL EROSION BARRIERS ARE

INSTALLED COMPLYING WITH EPA AND LOCAL AUTHORITY REQUIREMNETS.

- REFER TO SOIL TEST CLASSIFICATION CARRIED OUT BY

DIRT PROFESSIONALS - REPORT No. 18457 DATE: 16.12.2016- SITE TO BE RE TESTED AFTER ROLLER COMPACTION FOLLOWED BY ENGINEER

CONSULTATION AND POSSIBLE ENGINEERING AMENDMENTS DEPENDANT

WET AREA WALLS:

- ALL WET AREA WALLS AND FLOORS TO BE WATERPROOFED WITH

APPROVED MEMBRANES IN ACCORDANCE WITH AS/NZS 4858. - WET AREAS TO BE WATERPROOFED IN ACCORDANCE WITH NCC 2016

PART 3.8.1.2.

- WALL/FLOOR COVERINGS: BUILDER TO CONSULT OWNER FOR FULL

EXTENT OF FLOOR COVERING REQUIREMENTS.

- SELECTED WALL TILES TO WET AREAS AND SPLASHBACKS. PROVIDE APPROVED ADHESIVE TO ALL TILES.

STEELWORK:

- ALL STEEL WORKS TO BE CARRIED OUT TO AUSTRALIAN

STANDARDS 4100 STEEL STRUCTURES CODE- STEEL SHALL BE AS 3679 & 3678 GENERALLY

GRADE 300 PLUS FOR HOT ROLLED SECTIONS

AS 1163 GRADE 350 FOR HOLLOW SECTIONS

- BOLTS SHALL BE COMMERCIAL GRADE 4.6/S SNUG TIGHTENED GENERALLY U.N.O.

- BOLTS SHALL BE GALVANISED OR & OF SUFFICENT

LENGTH TO EXCLUDE THE THREAD FROM THE SHEAR PLANE

A SUITABLE WASHER SHALL BE USED UNDER ALL NUTS UNLESS

OTHERWISE SPECIFIED - THE FOLLOWING TO APPLY

BEAM AND BEARER SPLICE TO BE FPBW TO AS 1554.1 CLASS SP

WELDING 6MM CONTINUOUS FILLET WELD TO FULL PERIMETER

AT CONTACT- CLEATS, BRACKETS, STIFFENERS ETC. TO BE 10mm PLATE

5PL END PL TO ALL HOLLOW SECTIONS

- BOLT HOLE CLEARANCE TO BE 2mm

- HOLD DOWN BOLT CLEARANCE 2mm

- GROUT OF 2:1 CEMENT/SAND, MORTAR OF DAMP EARTH CONSISTENCY UNDER ALL BASE PLATES

- CHEMSET ANCHORS TO BE RAMSET SPIN CAPSULES OR SERIES

800 OR EQUILVALENT

- ALL STEEL WORK NOT HOT DIPPED GALVANISED SHALL BE ABRASIVE CLEANED TO CLASS 2.5 LEVEL & PAINTED

- PAINTING SHALL CONSIST OF ONE COAT OF APPROVED METAL

PRIMER & TWO FINISH COATS

- ALL CAST IN ITEMS TO BE HOT DIPPED GALVANIZED U.N.O

GENERAL

- ALL WORKS SHALL BE IN STRICT ACCORDANCE WITH THE NATIONAL CONSTRUCTION CODE OF AUSTRALIA 2016 AND AMENDMENTS,

AS1684.3-2010 RESIDENTIAL TIMBER FRAMED CONSTRUCTION PART 3

AND AMENDMENTS.

- ALL RELEVANT STANDARDS, LOCAL AUTHORITY BY-LAWS AND

REGULATIONS AND WORKPLACE HEALTH & SAFETY REGULATIONS.

ACCREDITED BUILDING PRODUCTS REGISTER AND MANUFACTURERS

CURRENT WRITTEN SPECIFICATIONS AND RECOMMENDATIONS. BUILDER TO VERIFY ALL DIMENSIONS AND LEVELS

ON SITE BEFORE COMMENCING ANY

SITE WORKS OR WORKSHOP DRAWINGS.

- DO NOT SCALE DRAWINGS - TAKE FIGURED DIMENSIONS.

- SUBSTITUTION OF ANY STRUCTURAL MEMBERS, AND OR ANY WILL

VOID VARIATION TO ANY PART OF THE DESIGN & ANY RESPONSIBILITIES

OF THE BUILDING DESIGNER FOR THE STRUCTURAL INTEGRITY AND PERFORMANCE OF THE BUILDING.

AIR CONDITIONING:

- BUILDER TO NOTE THAT SPLIT AIR CONDITIONING UNITS TO

BE INSTALLED WHERE REQUIRED BY OWNER OR AS PER PLAN ONLY . ALLOWANCE TO BE MADE FOR THE

INSTALLATION OF GAS PIPES AND CONDENSATION DRAINS

AT TIME OF POURING SLAB AND ERECTING WALLS.

- ALL PIPES TO BE INSULATED AS REQUIRED.

- INSTALLATION TO BE IN ACCORDANCE WITH MANUFACTURERS SPECIFICATION.

SERVICE LOADS:

- THE STRUCTURAL WORK SHOWN ON THESE DRAWINGS HAS BEEN DESIGNED FOR THE FOLLOWING LIVE LOADS UNLESS NOTED OTHERWISE: 0.25 kPa ROOF 1.50 kPa

INTERNAL SUSPENDED FLOORS 3.00 kPa EXTERNAL SUSPENDED FLOORS 1.50 kPa

GROUND FLOORS LIVE LOADS TO AS 1170 PART 1 REGION C. DESIGN GUST WIND

SPEED 50m/s PERMISSIBLE, 61/m ULTIMATE LIMIT STATE

PLUMBING:

- ALL SHOWER ROSES TO BE 3 STAR (WELS) RATED IN

ACCORDANCE WITH AS/NZS 6400:2004: 4 STAR WATER EFFICENCY LABELING AND STANDARDS (WELS)

SCHEME RATED CISTERNS WILL BE INSTALLED TO ALL

WATER CLOSETS PREVIOUSLY 3-STAR WELS RATED.

- MINIMUM 3-STAR WELS RATED TAP WARE WILL BE INSTALLED TO ALL KITCHEN SINKS, BATHROOM BASINS

AND LAUNDRY TROUGHS.

- PLUMBER TO PROVIDE FORM 16 COMPLIANCE

CERTIFICATE FOR ALL ABOVE ITEMS - REFER TO WASTEWATER CONSULTANTS - DISPOSAL

ASSESSMENT REPORT WC20647 DATE 12.03.2012

ELECTRICAL:

- A MINIMUM 80% OF THE TOTAL FIXED

INTERNAL LIGHTING WILL BE FITTED WITH ENERGY EFFICIENT LIGHTING AS DEFINED

BY QDC PART MP 4.1 (MIN. 27 LUMENS PER

WATT). IF AIR CONDITIONERS ARE BEING

INSTALLED THEY WILL HAVE A MINIMUM 4-STAR MINIMUM ENERGY PERFORMANCE

STANDARD (MEPS) RATING. ELECTRICIAN TO

PROVIDE FORM 16 CERTIFICATE FOR ALL

ABOVE ITEMS HAVE BEEN COMPLIED WITH. PROVIDE ADDITIONAL DOCUMENTATION FROM

LIGHT MANUFACTURER CONFIRMING THE

LIGHT FITTINGS ACHIEVE THE MINIMUM 27

LUMENS PER WATT.

FOOTINGS & SLABS :

- FOOTINGS HAVE BEEN DESIGNED FOR A MINIMUM ALLOWABLE BEARINGPRESSURE OF 100KPA & CLASS 'P' SITE CLASSIFICATION ACCORDING TO A.S.

2870

- BUILDER TO VERIFY SITE CONDITIONS PRIOR TO CONSTRUCTION

- NATURAL FOUNDATIONS TO BE GRUBBED OUT & FREE OF ORGANIC MATTER & DEBRIS & COMPACTED TO A MIN. 95% SRDD AT -5% TO +2% OF OPTIMUM

MOISTURE CONTENT OR NOT LESS THAN 70% DENSITY INDEXED FOR

COHESIONLESS SOILS.

- FILL TO SLAB TO & FOUNDATIONS SHALL BE APPROVED NON-PLASTIC MATERIAL COMPACTED IN MIN 150mm LAYERS TO 95% SRDD AT -5% TO +2% OF THE

OPTIMUM MOISTURE CONTENT OR NOT LESS THAN 70% SRDD FOR

COHESIONLESS SOILS.

- FOOTING TRENCHES SHALL BE CLEAN & DRY AT THE TIME OF CASTING WITH ANY SOFTENED MATERIAL REMOVED.BASE OF FOOTING TO BE FOUNDED ON

FIRM NATURAL GROUND WITH MINIMUM SAFE BEARING CAPACITY OF 100KPA.

- REMOVE GRASS & TOPSOIL CONTAINING ROOTS FROM SLAB SITE PROVIDE

COMPACTED SAND BEDDING UNDER SLAB.- PROVIDE 0.2mm POLYTHENE MOISTURE BARRIER UNDER SLAB & FOOTINGS

- CONCRETE TO SLAB & FOOTINGS TO BE N20, 80mm SLUMP, 20mm AGGREGATE

- VIBRATE ALL CONCRETE, CURE SLAB 7 DAYS MINIMUM.

- CONCRETE COVER TO BE MAINTAINED BY THE USE OF APPROVED BAR CHAIRS SPACED AT APPROX 750mm CRS.

- CONDUITS& PIPES SHALL NOT BE PLACED WITHIN COVER CONCRETE

- LAP SLAB MESH 2 CROSSWIRES MINIMUM LAPS UNLESS OTHERWISE

NOTED:- N12 - 600mm, N16 - 800mm, N20 - 1000mm, N24 - 1200mm, N28 - 1400mm. REINFORCEMENT COVER: FOOTINGS - 50mm BOTTOM ,SLABS - 40mm TOP / 50mm

BOTTOM

- CAST-IN ITEMS SHALL BE HOT DIPPED GALVANISED

- FOOTINGS SHALL NOT BE LOCATED CLOSER TO THE NEAREST EDGE OF A SORMWATER/SEWER TRENCH THAN THE DEPTH OF THE TRENCH.

WALL CONSTRUCTION - FRAMING:

INTERNAL STUDWORK WALLS

70MM THICK WALLS :

-MGP10 (H2)

- 70 x 35 STUDS @MAX. 600MM CRS.

- 70 x 35 TOP & BOTTOM PLATES - 1 ROW NOGGINS.

90MM THICK WALLS :

-MGP12 (H2)- 90 x 35 STUDS @MAX. 450MM CRS.

- 90 x 35 TOP & BOTTOM PLATES - 1 ROW NOGGINS.

- 90 x 45 TOP & BOTTOM PLATES TO BRACE WALLS.

ROOF FRAMING :

TRUSSES

- PREFABRICATED ROOF TRUSSES DESIGNED BY THE TRUSS MANUFACTURER INCLUDING ALL NECESSARY BRACING AND CONNECTIONS.

- J2 JOINT GROUP FOR HWD TRUSSES.

- JD4 JOINT GROUP FOR PINE TRUSSES.

ROOF BRACING

- METAL STRAP BRACING TO TRUSS MANUFACTURER'S DESIGN.

ROOF SHEET & BATTEN FIXINGS

- LYSAGHT SHEETING OVER LYSAGHT BATTENS

- ALL ROOF SHEETING AND BATTEN FIXINGS ARE TO BE IN ACCORDANCE WITH

THE MANUFACTURERS SPECIFICATION FOR THE REQUIRED WIND SPEED.- THE FIXING SYSTEMS FOR THE WHOLE METAL ROOF ASSEMBLY SUPPLIED

BY THE MANUFACTURER, ARE TO BE COMPLIANT WITH THE LOW-HIGH-LOW

CYCLIC TESTING REQUIREMENTS OF THE BUILDING CODE OF AUSTRALIA

(SPECIFICATION B1.2 VOLUME 1 FOR CLASS 2 TO 9 BUILDINGS) OR (SECTION 3.10.1 VOLUME 2 FOR CLASS 1 & 10 BUILDINGS).

- A 'COMPLIANCE CERTIFICATE' SHALL BE REQUESTED FROM THE

'MANUFACTURER' & THE 'INSTALLER'

GENERAL :

- LAPS, FLASHINGS AND GENERAL INSTALLATION IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATION.

- BUILDER TO PROVIDE 2 DURABLE NOTICES PERMANENTLY

FIXED IN PROMINENT LOCATIONS, SUCH AS THE ELECTRICITY METER BOX AND A KITCHEN CUPBOARD. THE NOTICE TO

INDICATE:

- METHOD OF PROTECTION. - DATE OF INSTALLATION OF THE SYSTEM USED.

- WHERE A CHEMICAL BARRIER IS USED, ITS LIFE EXPECTANCY

AS LISTED ON THE NATIONAL REGISTRATION AUTHORITY LABEL.

- THE INSTALLER'S OR MANUFACTURER'S RECOMMENDATIONS FOR THE SCOPE AND FREQUENCY OF FUTURE INSPECTIONS

FOR TERMITE ACTIVITY.

- THE BUILDER MAY PROVIDE AN ALTERNATIVE TERMITE

TREATMENT SYSTEM PROVIDE SUCH SYSTEMIS CERTIFIED WITH THE AUSTRALIAN BUILDING CODES BOARD AS REQUIRED BY THE

NCC 2016.

- GENERALLY, THE TERMITE TREATMENT SHALL COMPLY WITH

NCC 2016 PART 3.1.3

- SITE AREA TO BE GRADED TO READILY REMOVE SURFACE WATER & PREVENT

PONDING ADJACENT TO FOUNDATIONS & DRIVEWAY.

- EXECUTION & CONTROL TESTING OF EARTHWORKS & ASSOCIATED SITE PREPARATION WORKS SHALL COMPLY WITH A.S. 3798

DESIGNER DRAWN SCALEISO A1

SHEET REV

SHEET

PROJECT PROJECT ADDRESS

PROJECT NUMBER

© NATHAN VERRI QBCC LIC NO. 1111288w : nathanverri.com e : [email protected] Box 1334 Mossman Q 4873

PRELIMINARY ISSUE

NOT FOR CONSTRUCTION

AS SHOWN @ A1REVISION

22-May-17 11:48:00 AMNV GL

MUDLO VILLAS

PROPOSED SITE PLAN, GENERAL NOTES & LEGEND

24MDLST 00

LOT 60 / PTD20911

24 MUDLO STREET

PORT DOUGLAS Q 4877

M U D L O S T R E E T V I L L A S

DRAWING REGISTER

SHEET TITLE REV

00 PROPOSED SITE PLAN, GENERAL NOTES & LEGEND

01 SITE PLAN - EXISTING / DEMOLITION

02 PROPOSED SITE AMENITIES & TEMPORARY FENCING

03 FLOOR PLANS - TYPICAL VILLA LAYOUT

04 ELEVATIONS

05 SECTIONS

06 SITE FOOTINGS PLAN

07 SITE SLAB SET-OUT

08 LOWER SLAB / WALL REINFORCEMENT PLANS

09 TYPICAL VILLA UPPER SLAB PLANS

10 ROOF FRAMING / LINTEL PLANS & DETAILS

11 ELECTRICAL LAYOUTS

12 HYDRAULIC SERVICES - SITE PLAN & NOTES

13 HYDRAULIC SERVICES - SANITARY DRAINAGE /STORMWATER & WATER PLANS

1 : 100

SITE PLAN - PROPOSEDSITE PLAN - PROPOSEDSITE PLAN - PROPOSEDSITE PLAN - PROPOSED

L O T 6 0 / P T D 2 0 9 1 1 - 2 4 M U D L O S T R E E T P O R T D O U G L A S Q 4 8 7 7

ULTIMATE & SERVICEABILITY LIMIT STATE DESIGN WIND PRESSURES

DESIGN GUSTWIND SPEED

(m/s)

WINDCLASS




ULS SLS ULS SLS

C2 61 39 ±2.68 ±0.88 -4.02 -1.23

V h,u V h,s

ULS SLS

A

05

B

05

GARAGE2850OFCBC

DINING2750OFCBC

SERVICE COURT2700OFCBC

PWDR2750OFCBC

LAUNDRY2750OFCBC

ENSUITE 12750OFCBC

BEDROOM 12750OFCBC

POOL TERRACE2800OFCBC

POOL

SUN PAD

GATEHOUSE2700OFC

LANDSCAPED

KITCHEN2750OFCBC

ENTRY2750OFCBC

LOUNGE2750OFCBC

D03

D10

D06 D05

W03W04

D11

W02

D04

D09

D08

D02

D07

PLANTER

WC

HWU

CL

POOL PLANT

HEAT PUMP

NICHE1200 SILL,300H X 100D

OUTDOOR KITCHEN

REF UNDER

CPDS

WMDRY

SEAT

& W

ATER

FALL

STEPS

UP

ROBE

NO

OK

TV / ENT UNIT

ISLA

ND

PTY

CO

OKT

OP

/ R'H

OO

D

INTE

GR

ATED

R

EF

DW

O'H

EAD

CPD

S

BI-FOLD PLANTATION

SHUTTERS 2750H C/W RECESSED HEAD TRACK

DRIVEWAY

AUTO GATE

GARDEN COURTYARD

VB

TUB

BBQ SK

SK

O'H

EAD

CPD

S

SER

VIC

ES

SLIDING HORIZONTAL

TIMBER GATES

4.900

SFL 4.900

SFL 5.000

GAR

DEN

BED

GAR

DEN

BED

GARDEN BED

GAR

DEN

BED

GARDEN BED

VBWC

SHR

MXRG

ARD

EN B

ED

FRAMELESS GLASSPOOL FENCE &SELECT FITTINGS

4.950

WATER & GAS METERS

GATE MOTOR

WOMW

ZIP TAP

BEACH SHOWER

C

05

EPD02

50 W

P

EPD0

1

ST02

ST01

DP100

DP100

DP100

BC

AC BULKHEAD OVER ROBE / DOOR

AC BULKHEAD OVER

AC SLOT

AC SLOT

AC

AC AC S

LOT

AC

AC S

LOT

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17

01 01

02 02

B

B

A

A

E

05

DG

AHU

DP100

AC

D01

W01

VILLA 1 VILLA 2

VILLA 1 VILLA 2

VILLA 1

VILLA 1

PRO

PER

TY

BO

UN

DA

RY

PRO

PER

TY

BO

UN

DA

RY

PELM

ET

150W X 100H RECESSED CURTAIN PELMET IN SLAB SOFFIT

DEPTH 1.4

M +

DEPTH 2.0M +

300 YARD PIT

300 YARD PIT

300 YARD PIT

300 YARD PIT

PROPERTY BOUNDARY

PROPERTY BOUNDARY

01

03

LPG

ORG

REFER CABINET MAKERS

DRAWINGS FOR JOINERY DETAILS UNO

MXR

MXR

DOOR UNDER

POOL COPING TO BE FLUSH

WITH POOL TERRACE FLOOR

4.950

CTFP CTFP CTFP CTFP

CTFP

CTFP

CTFP

CTFP

CTFP

CTFP

CTFP

CTFP

CTFP

CTFP

CTFP

CTFP

CTFP

CTFP

CTFP

CTFP

CTFP

CTFP

SLIDING

CTFP

CTF

PGATE

GAT

E

GAT

EG

ATE

PFPF

PF

LANDSCAPE PAVERS,

REFER LANDSCAPERS DWGS

150 CMB WALL

150 CMB WALL

200 CMB WALLS& CEMENTRENDER FINISH



200 CMB WALLS, 10 PB INTERNALLY,CEMENT RENDER EXTERNALLY UNO




200 CMB WALLS, 10 PB INTERNALLY,CEMENT RENDER EXTERNALLY UNO

70 X 35 MGP10 STUDFRAMING @ 600 MAX CRSTO INTERIOR WALLS UNO.10PB GENERALLY, 6MMVILLA TO WET AREAS

SLC

SLC

SLCSLC

SELECT SHIPLAP

HWD CLADDING,REFER DETAIL


SLC

SS WATER BLADE &

LED STRIP LIGHT TO WATERFALL

CORTEN PANELLED STEEL FRAMED

ELECTRIC GATE C/W REMOTE CONTROL

150W X 35H RECESSED SHUTTER

HEAD TRACK

GARDEN BED

GAR

DEN

BED

BULKHEAD OVER TO

EXTENTS OF BENCH

200 CMB PIERS

SHEL

F

LINE OF FLOOR OVER

LINE OF FLOOR OVER

NOTE : POOL TO

VILLAS 2 & 3 VARY.

REFER SLAB SET-OUT PLAN

BC

SUN PAD

OFCBC

2650

D15

D14

D13

A

05

B

05BEDROOM 2

2700PBBC

ENSUITE 22700PBBC

BEDROOM 32700PBBC

BEDROOM 42700PBBC

BALCONY2700PBBC

ENSUITE 32700PBBC

ENSUITE 42700PBBC

RUMPUS2700PBBC

PWDR 22700PBBC

WIR2700PBBC

D19

D20

W08

W09

W07

W10

W05

W06

W13

D12

D16

D18

W11

W12

W14

PLANTER

PLAN

TER

PLAN

TER

PLAN

TER

NICHE

NICHE

DN

KITC

HEN

ETTE

REF

SH

CPD

SK

TYP SHR NICHE

1200 SILL,300H X 100D

SHRMXR

TWL TRH

WC

TRH

WC TWL

SCREEN

BT

SPOUT

MXR

MXR

TRH

WC

SHR

RAIL

SHR

TWL

FEATURE BLADE WALL FINISH TBC

TV / ENT UNIT

FRAMELESS GLASSBALUSTRADE &SELECT FITTINGS

VB

SHR

SCREEN

D

05

AC

AC SLOTIN CEILING

MXR

DP100 CONCEALED

IN WALL

DP100 CONCEALED

IN WALL

PLANTER DRAIN

PLANTER

DRAIN

150 CMB WALL

150 CMB WALL

150 CMB WALL

150 CMB WALL

150 CMB WALL

HR HR

HRHR

2 x 2750HSLIDING

SHUTTERS

AC BULKHEAD OVER

AC S

LOT

AC SLOT

AC S

LOT

HR


200 CMB PLANTER

WALLS @ 400H TYP TO UPPER FLOOR

90 X 35 STUD WALL &

CONCEALED SHS COLUMN

WC

VB

HR

5 6 7 8 9 10 11 12 13 14 15 16 17

01

02

B

B

E

05

D17

D21

D22

VILLA 1 VILLA 2

VILLA 1 VILLA 2

PROPERTY BOUNDARY

MW

AC

AC

AC B

ULK

HEA

D O

VER

AC B

ULK

HEA

D O

VER

02

03

PELMET

PELMET

PELMET

PELM

ET

150 X 150 FRAMED & PB LINED

RECESSED CURTAIN PELMETS WITHIN CEILING CAVITY TYP

NICHE

NOTE :

AIRONDITIONG BULKHEADS TO BE FRAMED & PB

LINED NOM. 700W X 340D.PROVIDE REMOVABLE DURABLE ACCESS PANEL

TO EACH BULKHEAD UNIT UNO

CONC ROOF CONC ROOF

01

02

BA

D03

D10

D06

D05

W03W04

D11

W02

D04

D09

D08

D02

D07

GARAGE2850OFCBC

DINING2750OFCBC

SERVICE COURT

PWDR2750OFCBC

LAUNDRY2750OFCBC

ENSUITE 12750OFCBC

BEDROOM 12750OFCBC

POOL TERRACE2800OFCBC

POOL

SUN PAD

GATEHOUSE2700OFC

LANDSCAPED

KITCHEN2750OFCBC

ENTRY2750OFCBC

LOUNGE2750OFCBC

W01

D01

2011

7

3727

2400

9890

2000

2100

190

2210

190

5810

190

3510

190

1810

190

1910

190

3200

1910

700

16764

4374 2300 7190 1100 1800

390 810 1290 1710 1990 3110 190 910 190 1010 600 190

3750 140 3300

1910 70 1130 70 1030

4374 4290

190 4184 3600

190 500

2011

7

2100

3790

1050

037

27

6127

4100

2990

6710

800

190

3410

190

1910

190

190

2800

1010

7017

3060

0

290 210 190

100

620 70 3810 70 1130 70 1030

7019

3070

425

8790

3810 700 3400

4510 190 3210 190

7974 460 1340 70

190 7784 190 200 70

7043

30

7974 2890 5900

16764

190 1610 190 900 1310 1390 2810 390

190 3210 190 3210 190

1800 190 6800

1300

390

4437

190 10 190

01

02

B

D15

D14

D13

D19

D20

D12

D16

D18 D17

D21D22

W08

W09

W07

W10

W05

W06

W13

W11

W12

W14

BEDROOM 22700PBBC

BEDROOM 32700PBBC

BEDROOM 42700PBBC

ENSUITE 32700PBBC

ENSUITE 42700PBBC

RUMPUS2700PBBC

PWDR 22700PBBC

ENSUITE 22700PBBC

WIR2700PBBC

13190

2900 7390 2200 700

1000 2500 3390 5000 800

815 610 955 610 400 4110 890 610 190

190 2310 190 3010 190 4810 190

190 2710 190 7010 190 2010 190 510 190

2011

7

5527

1049

026

0015

00

190

1011

019

024

1019

013

1019

0

5600

3190

3700

800

1300

190

610

190

3510

190

2810

190

290

3690

1810

200

200

3590

5790

7028

1014

035

60

1220

590

610

3470

2400

590

610

6590

170

2205

7016

6570

330

7081

5

1565

7031

90

140 1610 70

7029

8014

0

70 1910 70 1150 70

5527

1459

0

8300

4790

1500

190

4410

190

1310

190

1300

800

4190

4670

3630

390

4280

190

3810

190

1030

7018

10

820 70 930

550 760 600

1080

70

140

3280

1000

7012

070

2096

580 1740 140 1030

600 590

70

160 90 3490

660 3740 3350 3350 1490

140 3600 140 3210 140 3210 190 1110 190

110

1000 1980 1000 900

930 70 1980 70 930

12590

3700 3090 5800

5410 390

600

4927

CONC ROOF CONC ROOF

100

220

19 35 190

SECRET FIX SELECT

HWD SHIPLAP HORIZONTAL CLADDING

C/W MITRED CORNERS

OVER SARKING & 70 X 35

RGH H3 BATTENS @ 600 MAX CRS

ENTRY

SECTION

PLAN

200 CMB WALL

200 CMB WALL

CAPRAL ALUMINIUM 60 X 3 EA

CORNER STOP AT DOOR 10

OPENING & FRONT SERVICES NIB WALL. POWDERCOAT TO

MATCH DOOR JOINERY

DINING

POOL TERRACE

LINE OF SLAB SET DOWN

200 CMB &

PB LINING

460

100 210 190

FRAME SCREEN

VOID AS REQ'D

CENTOR S1 SCREEN

CONCEALED IN VOID

290

D10

LINE OF SLAB

SET DOWNS

150 CMB

PIER

FRAME SCREEN VOID AS REQ'D,

BLUEBOARD LINE & CEMENT RENDER FINISH

CENTOR S1 SCREEN

CONCEALED IN VOID

D12

D13

250

140

390

DOOR / WINDOW NOTES:

- REFER FLOOR PLAN FOR DOOR SWINGS- DOOR HARDWARE, FURNITURE & FINISH AS SELECTED

- GLAZING TO BE SELECT SOLAR REFLECTIVE OR SIMILAR

- ALUMINIUM FRAMES TO BE COLORBOND MONUMENT

POWDERCOAT FINISH UNO

- ALL DIMENSIONS TO BE CONFIRMED ON SITE- JOINERY TO AS2047-1999 FOR WATER PENETRATION &

WIND LOAD REQUIREMENTS

- GLAZING TO AS1288-2006, CERTIFICATE TO BE SUPPLIED

- SEAL ALL ROUND FRAMES. - SECURITY SCREENS WHERE REQUIRED BY OWNER.

- INTERNAL TIMBER DOORS TO BE AS PER SELECTION.

(2340 X 820 U.N.O.) HUNG ON 90 X 19 FJP JAMBS

- POWDERCOAT REMOTE CONTROL PANELIFT DOOR TO GARAGE WITH 3 HANDSETS.


SHEET REV

SHEET


PROJECT NUMBER


PRELIMINARY ISSUE



22-May-17 11:48:03 AMNV GL

MUDLO VILLAS

FLOOR PLANS - TYPICAL VILLA LAYOUT

24MDLST 03

LOT 60 / PTD20911

24 MUDLO STREET

PORT DOUGLAS Q 4877

1 : 100

FLOOR PLAN - LOWERFLOOR PLAN - LOWERFLOOR PLAN - LOWERFLOOR PLAN - LOWER 1 : 100

FLOOR PLAN - UPPERFLOOR PLAN - UPPERFLOOR PLAN - UPPERFLOOR PLAN - UPPER

SCHEDULE - DOORS

MARK TYPE HEIGHT WIDTH OTHER REQ'S

01 SINGLE LEAF ENTRY DOOR 2750 1310 SELECT FEATURE ENTRY DOOR

02 920 LEAF CAVITY SLIDER 2380 1860 920 X 2340 LEAF

03 SINGLE LEAF INTERNAL DOOR 2380 870 820 X 2340 LEAF


05 FX ALUMINIUM SLIDING DOOR 2410 1910 INSECT SCREENS

06 FX ALUMINIUM SLIDING DOOR 2410 1910 INSECT SCREENS



09 FXX ALUMINIUM SLIDING DOOR 2800 3410 INSECT SCREENS

10 FXXX ALUMINIUM SLIDING CAVITY DOOR 2750 6710 6710 OPENING / CENTOR S1 SCREENS / FLUSHPULL HANDLES

11 PANEL LIFT GARAGE DOOR REMOTE CONTROL

12 FXX ALUMINIUM SLIDING CAVITY DOOR 2750 3280 3280 OPENING / CENTOR S1 SCREEN / FLUSHPULL HANDLES











SCHEDULE - WINDOWS

MARK WINDOW TYPE HEIGHT WIDTH OTHER REQS

01 2 X BAY ALUMINIUM LOUVRE WINDOW 810 1310

02 1 X BAY ALUMINIUM LOUVRE WINDOW 1810 600 152MM CLEAR GLASS BLADES / CRIMSAFE SCREEN



05 1 X BAY ALUMINIUM LOUVRE WINDOW 2410 610 152MM CLEAR GLASS BLADES / INSECT SCREEN


07 5 X BAY ALUMINIUM LOUVRE WINDOW 610 3690 152MM CLEAR GLASS BLADES / INSECT SCREENS








VILLA 1 ( VILLAS 2 & 3 SIMILAR ) VILLA 1 ( VILLAS 2 & 3 SIMILAR )

1 : 100

FLOOR PLAN - LOWER DIMENSIONSFLOOR PLAN - LOWER DIMENSIONSFLOOR PLAN - LOWER DIMENSIONSFLOOR PLAN - LOWER DIMENSIONS 1 : 100

FLOOR PLAN - UPPER DIMENSIONSFLOOR PLAN - UPPER DIMENSIONSFLOOR PLAN - UPPER DIMENSIONSFLOOR PLAN - UPPER DIMENSIONS

DETAILDETAILDETAILDETAIL 1 : 10

03

ENTRY WALL SHIPLAP CLADDING


01

DOOR 10 CLOSING JAMB - LOWER FLOOR


02

DOOR 12 / 13 CLOSING JAMB - UPPER FLOOR

ULTIMATE & SERVICEABILITY LIMIT STATE DESIGN WIND PRESSURES

DESIGN GUST

WIND SPEED(m/s)

WINDCLASS




ULS SLS ULS SLS

C2 61 39 ±2.68 ±0.88 -4.02 -1.23

V h,u V h,s

ULS SLS

SFL LOWER

5.000

SFL LOWER

5.000

SFL UPPER

8.070

SFL UPPER

8.070

TOW UPPER

10.770

TOW UPPER

10.770

HH UPPER

10.480

HH UPPER

10.480

HH LOWER

7.410

HH LOWER

7.410TOW BOUNDARY

6.750

TOW BOUNDARY

6.750

PROJECT BENCH

4.750

PROJECT BENCH

4.750

FRAMED PARAPET &15MM CFC CLADDING

DP10

0

SELECT ALUMINIUMDOORS & WINDOWS

AUTO GATE


CORTEN FENCE PANELDETAILS BY FENCINGCONTRACTOR

CTFP CTFP CTFP CTFP CTFP

GATE

CTFP CTFP CTFP CTFP

TANKED PLANTER

SELECT SHIPLAP

HWD CLADDING

DP10

0

AUTO GATE




GATE

CTFP CTFP CTFP CTFP



SELECT SHIPLAP

HWD CLADDING


DP10

0


AUTO GATE




GATE

CTFP CTFP CTFP CTFP

TANKED PLANTER



SELECT SHIPLAP

HWD CLADDING





TANKED PLANTER

PLANT COVERED

CONC ROOF & BLADE COLUMNS

PLANT COVERED CONC ROOF PLANT COVERED CONC ROOF PLANT COVERED CONC ROOF

SFL LOWER

5.000

SFL LOWER

5.000

SFL UPPER

8.070

SFL UPPER

8.070

TOW UPPER

10.770

TOW UPPER

10.770

HH UPPER

10.480

HH UPPER

10.480

HH LOWER

7.410

HH LOWER

7.410TOW BOUNDARY

6.750

TOW BOUNDARY

6.750




TANKED PLANTER






TANKED PLANTER FRAMELESS GLASSBALUSTRADE &SELECT FITTINGS



DP10

0

DP10

0

DP10

0

DP10

0




TANKED PLANTER

DP10

0

DP10

0

DP10

0

DP10

0

DP10

0

DP10

0

DP10

0

DP10

0


SFL LOWER

5.000

SFL LOWER

5.000

SFL UPPER

8.070

SFL UPPER

8.070

TOW UPPER

10.770

TOW UPPER

10.770

HH UPPER

10.480

HH UPPER

10.480

HH LOWER

7.410

HH LOWER

7.410TOW BOUNDARY

6.750

TOW BOUNDARY

6.750

PROJECT BENCH

4.750

PROJECT BENCH

4.750


COLORBOND KLIPLOK ROOFSHEET, FASCIA, GUTTER &MATCHING FLASHINGS



DP10

0

DP10

0






CTFP CTFP CTFP CTFP CTFP CTFP CTFP

600

TANKED PLANTER

15MM CFCFASCIA


OFF-FORM FINISH TOUPPER SLAB SOFFIT UNO

SELECT SHIPLAP

HWD CLADDING


DP10

0

DP10

0

DP10

0

SLOTTED EMLINE GUTTER


200 CMB BLADE

COLUMN

PLANT COVERED CONC ROOF

SFL LOWER

5.000

SFL LOWER

5.000

SFL UPPER

8.070

SFL UPPER

8.070

TOW UPPER

10.770

TOW UPPER

10.770

HH UPPER

10.480

HH UPPER

10.480

HH LOWER

7.410

HH LOWER

7.410TOW BOUNDARY

6.750

TOW BOUNDARY

6.750








TANKED PLANTER OFF-FORM FINISH TOUPPER SLAB SOFFIT UNO

SELECT SHIPLAP

HWD CLADDING


CTFP CTFP CTFP CTFP CTFP CTFP CTFP CTFP


DP10

0200 CMB BLADE

COLUMN


SFL LOWER

5.000

SFL LOWER

5.000

SFL UPPER

8.070

SFL UPPER

8.070

TOW UPPER

10.770

TOW UPPER

10.770

HH UPPER

10.480HH UPPER

10.480

HH LOWER

7.410

HH LOWER

7.410TOW BOUNDARY

6.750

TOW BOUNDARY

6.750

PROJECT BENCH

4.750

PROJECT BENCH

4.750

TANKED PLANTER

SELECT SHIPLAP

HWD CLADDING

CTFP CTFP CTFP CTFP CTFP CTFP CTFP




OFF-FORM FINISH TOUPPER SLAB SOFFIT UNO





POOL

200 CMB WATERFALL FRAME &

TANKING MEMBRANEAGAINST REAR WALL OF VILLA

1800

3490 1700

WATERFALL NICHEPOOL PLANT




190

190

190

SS WATER BLADE & LED

STRIP LIGHT TYP

200 CMB BLADE

COLUMN



SHEET REV

SHEET


PROJECT NUMBER


PRELIMINARY ISSUE



24-May-17 9:04:33 AMNV GL

MUDLO VILLAS

ELEVATIONS

24MDLST 04

LOT 60 / PTD20911

24 MUDLO STREET

PORT DOUGLAS Q 4877

1 : 100

ELEVATION - NORTHELEVATION - NORTHELEVATION - NORTHELEVATION - NORTHN

1 : 100

ELEVATION - SOUTHELEVATION - SOUTHELEVATION - SOUTHELEVATION - SOUTHS

1 : 100

ELEVATION - EASTELEVATION - EASTELEVATION - EASTELEVATION - EASTE

1 : 100

ELEVATION - WESTELEVATION - WESTELEVATION - WESTELEVATION - WESTW

1 : 100

ELEVATION - TYPICAL VILLA 2 & 3 / POOL WATERFALLELEVATION - TYPICAL VILLA 2 & 3 / POOL WATERFALLELEVATION - TYPICAL VILLA 2 & 3 / POOL WATERFALLELEVATION - TYPICAL VILLA 2 & 3 / POOL WATERFALLV

231 m²

UNCOVERED

227 m²

UNCOVERED

227 m²

UNCOVERED

109 m²

SITE COVER

109 m²

SITE COVER

109 m²

SITE COVER

SITE COVER 1ST

SITE COVER228.2m²UNCOVERED

109m²

AV VILLA ALL VILLAS

684.6m²327m²

TOTAL SITE AREA 337.2m² 1011.7m²

% AV VILLA % ALL VILLAS

67.68%32.32%

100% 100%

67.68%32.32%

SITE COVER177.6m²

UNCOVERED 123m²

OPEN CARPORT

ROOF26.6m²

UNCOVERED 10m²

SITE COVER177.6m²

UNCOVERED 123m²

OPEN CARPORT

ROOF26.6m²

UNCOVERED 10m²

SITE COVER177.6m²

UNCOVERED 123m²

OPEN CARPORT

ROOF26.6m²

UNCOVERED 10m²

SITE COVER GROUND

SITE COVER 177.6m²UNCOVERED 133m²

AV VILLA ALL VILLAS

532.9m²399m²

TOTAL SITE AREA 337.2m² 1011.7m²

% AV VILLA % ALL VILLAS

52.66%39.44%

100%

52.66%39.44%

100%

OPEN CARPORT ROOF 26.6m² 79.8m² 7.88% 7.88%

www.nathanverri.com

CLIENT NOTE

COPY RIGHT!!!

NATHAN VERRI PTY

LTD

SHEET

DESIGNED

SHEET NAME:

DATE

STRUCTURAL DETAILSADEQUATE AS CERIFIED

DRAWN BY:

NATHAN

NATHAN

22-May-17 3:04:20 PM

NATHAN VERRI

24 MUDLO ST PORT DOUGLAS

VILLAS ON BERYL

AREA PLAN SITE COVER

SHEET 5

1 : 100

SITE COVER AREA 1ST1

1 : 100

SITE COVER GROUND2

Documents

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