DEVELOPMENT APPLICATIONPDPLANPMTD-2019/002273

APPLICANT: Mark Drury Architect

PROPOSAL: Dwelling Additions & Alterations & Outbuilding

LOCATION: 22 Honeywood Drive, SANDFORD

RELEVANT PLANNING SCHEME: Clarence Interim Planning Scheme 2015

ADVERTISING EXPIRY DATE: 2 September 2019

In addition to the Application Form(s), Certificate of Title(s) and any associated consent documents the following information is available on request:

Nil

The relevant plans and documents can be inspected at the Council offices, 38 Bligh Street, Rosny Park, during normal office hours until 2 September 2019.

Any person may make representations about the application to the General Manager, by writing to PO Box 96, Rosny Park, 7018 or by electronic mail to clarence@ccc.tas.gov.au. Representations must be received by Council on or before 2 September 2019.

To enable Council to contact you if necessary, would you please also include a day time contact number in any correspondence you may forward.

Any personal information submitted is covered by Council’s privacy policy, available at www.ccc.tas.gov.au or at the Council offices.

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3350

2700

A : 27 JULY ‘19

A: 27 JULY ‘19

1500

2700

3350

A: 27 JULY ‘19

3350

2700

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A: 27 JULY ‘19

* 4600 IS THE MAXIMUM HEIGHT OF THE HOUSE ABOVE THE NATURAL GROUND LEVEL

4600

*

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A: 27 JULY ‘19

* 4850 IS THE MAXIMUM HEIGHT OF THE WALL ABOVE THE NATURAL GROUND LINE

340048

50 *

3050

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4.25

0.71

7.97 btm fascia

9.88 ridge

5.80

8.00

8.01

7.98 u/eave

7.98 u/eave

4.29

4.46

5.00

4.67

4.16

3.92

3.48

3.873.87

3.84

3.17

3.61

0.71

1.85

3.24

3.54

3.173.01

3.17

3.77

3.84

4.14

4.20

4.73

4.38

4.38

4.65

4.81

3.973.99

3.293.46

3.37

3.79

3.783.85

3.753.61

4.09

4.274.254.294.39

5.185.10

5.375.71

5.155.73

5.69

9.38 ridge

7.51 u/fascia

7.72 u/eave

7.56 u/fascia

7.72

5.02

4.444.50

4.45

4.84

4.97

5.11

5.715.71

5.70

5.645.65

5.285.55

5.495.50

5.54

5.665.68

5.705.69

5.79

5.155.71 5.065.73

5.725.71

5.24

4.68

4.51

5.50

6.13

6.16

6.21

6.11

5.99

5.85

5.64

5.745.69

5.74

5.87

5.966.026.07

6.45

6.39

6.12

5.92

6.14

5.94

5.75

6.846.97

10.58 ridge

8.61 btm gutter

8.53 u/eave

6.43

6.57

6.75

6.73

6.52

7.13

6.70

6.57

6.77

6.90

7.19

7.02

7.01

6.96

7.57

7.44

7.15

6.85

6.49

6.17

6.13

6.18

5.95

5.57

5.78

5.48

4.27

4.93

4.97

5.84

5.23

7.76 top roof

7.94 carport eave

9.38 ridge

7.95 u/eave5.47

5.505.495.48

5.45

5.64

5.65

5.75

6.55

6.35

6.18

6.14

6.50

6.35

6.05

6.35

6.45 6.54

6.10

5.195.35

4.45

4.91

4.99

5.17

5.31

5.49

5.83

6.03

6.22

6.38

6.43

6.55

5.57

A.B.N. 53 009 560 865EMAIL clandrews57@gmail.com

DATE: DRAWN: DWG No.SCALE 1:

C.L. ANDREWS & ASSOC.LAND & ENGINEERING SURVEYORS

DETAIL SURVEY - C.T. 146771-122 HONEYWOOD DR SANDFORD TAS 7020FOR GLENN THURSTONS

This plan is prepared from a combination of field survey andexisting records for the purpose of designing new constructions onthe land and should not be used for any other purpose. The titleboundaries shown hereon were not marked at the time of surveyand have been determined by plan dimensions only, not by fieldmeasurement. Services shown hereon have been located wherepossible by field survey. If not able to be located, services havebeen plotted from the records of relevant information whereavailable and have been noted accordingly on this plan. Wheresuch records either do not exist or are considered inadequate, anotation has been made hereon.Prior to any demolition, excavation or construction on the site, therelevant authority should be contacted for possible location offurther underground services and detailed locations of all services.This note is an integral part of this plan.

17064 THURSTONSIDS/CLA2/8/2017300 (A3)

PHONE 03 6248 500757 MT RUMNEY ROAD, MT RUMNEY 7170

THE INFORMATION SUPPLIED WITH THIS FILEMAY BE USED PROVIDING THE AUTHOR IS

ACKNOWLEDGED ON THE PLANS.THIS DRAWING IS STRICTLY COPYRIGHT ANDSHALL NOT BE COPIED, LENT OR USED FOR

ANY PURPOSE WITHOUT THE WRITTENPERMISSION OF C.L. ANDREWS & ASSOCIATES.

NOTES:1. DATUM FOR HEIGHTS IS AHD SPM 96752. CONTOUR INTERVAL IS 0.25 METRE3. BEARINGS ON MGA.

WARNINGBeware underground services. Locate all existing servicesprior to construction. The location shown on plans areindicative only and precise location should be proven on site.No guarantee is given that all services are shown on plan.

Meter box

Telstra

S/W M/H

HEC pole

Trap

Floor levelGully trap

BreatherSewer

Conc

Septic IO

Breather

Carport

Conc

Breather

Casuarina

Steel dropperPost

Post

Gum

Door sill

SW pit(not located approx position only)

Carport

Highwater

mark

Stormwater pipe located from dial beforeyou dig records not by field measurement

LOT 12575m²

HONEYWOOD DRIVE

ESPLANADE

PIPE CLAY LAGOON

188°

50’3

0"

45.9

6

113°43’21.34

280°18’

26.09

3.05

286°38’00"

30.00

26°4

1’30"

53.1

6

107°19’13.21

113°43’9.14

DR

AIN

AGE

EASE

MEN

T 1.

52 W

IDE

Pal

ing

fenc

e

Open

Open

No 26

No 20

No 22

Brick planters

Brick planters

Shed

Post

Post

Post

Palin

g fe

nce

Tanksx 3

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Thurstans House + Shed 22 Honeywood Drive Sandford Drawing Schedule Updated 15 December 2018 House A01 Existing site survey plan A02 Site plan A03 Floor plan A04 Foundation and floor slab plan A05 Elevations: west & north A06 Elevations: east & south A07 Elevations: south (2) A08 Roof framing plan A09 Roof plan A10 Section S1 A11 Section S2 A12 Section S3 A13 Section S4 A14 Section S5 A15 Reflected ceiling plan A16 Drainage Plan Shed A17 Shed floor plan A18 Shed roof plan A19 Shed elevations A20 Shed mezzanine floor framing plan A21 Shed reflected ceiling plan A22 Shed section S1 A23 Shed drainage plan

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Thurstans House + Shed

22 Honeywood Drive Sandford Schedule to Room Codes Updated 15 December 2018 A Arrival B1 Bathroom 1 B2 Bathroom 2 BR1 Bedroom 1 BR2 Bedroom 2 BR3 Bedroom 3 C1 Courtyard 1 C2 Courtyard 2 CP1 Carport (House) CP2 Carport (She) D Dining E Entry (Shed) EF Entry foyer G1 Gallery 1 G2 Galley 2 K Kitchen M Mezzanine L Living LD Laundry P Podium PR Powder room R Walk in robe S Store (Shed) SC Scullery ST Study

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T Toilet UR Utility room (Shed) WS Workshop (Shed)

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Thurstans House + Shed 22 Honeywood Drive Sandford Schedule to Drawing Codes Updated 15 December 2018 1. Existing title boundary line. 2. Existing contour line@ 3. Existing residence setback line to eastern title boundary and same to be

adopted for proposed residence. 4. Existing drainage easement. 5. Existing ground line. 6. Exiisting residence to be demolished refer also to detailed survey plan

drawing A01. 7. Existing unsealed driveway to be maintained. 8. Existing tree on foreshore reserve. 9. Existing stormwater manhole. 10. Demolish existing residence. 11. Remove existing water tanks. 12. Existing on ....... stormwater drain (dormant). 13. Site excavation area. 14. Grid line. 15. Existing septic tank to be decommissioned. 16. Existing septic tank absorption trenches to be decommissioned. 17. Existing adjacent residence. 18. Finished floor level of existing residence. 19. Setback line of existing residence from northern (sided) title boundary and

same to be adopted for proposed residence. 20. Void. 21. 90 x 45 F17 HW stud wall frame, studs @ 450 max. crs. 22. 2/90 x 45 F17 HW stud wall frame. Space the two frames apart to achieve a

finished wall thickness to match roof edge finished thickness. 23. ................................

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24. As for 21. 25. 145 x 45 Select Hardwood door/window jamb. 26. Line of wall below. 27. Line of wall return behind. 28. Finished ground line. 29. Select face masonry ‘splits’. 30. Lysaght Spandek Colorbond roof sheeting simply sprung in full length sheets. 31. Lysaght Kliplok Colorbond sheeting at 1.5 o min fall. 32. Butanol,(black) deck membrane over 16mm waterproof plywood , all

substrate to manufacturer’s written specifications. 33. Edge of Spandeck roof sheeting, no barge or capping. 34. 0.81 Colorbond roof flashing. 35. 0.81 Colorbond parapet capping to top of wall, minimum vertical leg on

outside edge. 36. Atlas acrylic roof dome over aluminium circular shaft (37). 37. 3 mm aluminium circular light shaft to accept Atlas roof dome (36). 38A. 300 x .80 (min. deep) 0.81 Colorbond box gutter set at min. 1: 180 fall to

outlet. 38B. 300 x 115 (min. deep) 0.81 Colorbond box gutter set at min. 1: 180 fall to

outlet. 39A. 100 x 42 overflow. 39B. 250 x 60 overflow. 40. 300 x 400 x 50 box gutter sump. 41A. 100 dia. downpipe. 41B. 150 dia. downpipe. 42A. Folded 1mm (nom) Colorbond gutter to detail, inclusive of galvanised

concealed support brackets. Minimum sectional area = 14025 mm2. 42B. Folded 1mm (nom) Colorbond gutter to detail, inclusive of galvanised

support brackets. Minimum sectional area = 9100 mm2. 43. Sisalation. 44. R3.0 roof/ceiling insulation batts. 45. R3.0 wall insulated batts.

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46. 100 concrete capping slab, SL82 bottom. 47. Line of wall below. 48. Exposed steel frame, paint finish as specified specific to the site’s coastal

location. 49. 10mm aluminium plate shroud, powder coat finish in Colorcote Satex black. 50. Select Shou Sugi Ban vertical timber cladding over 35mm top hat sections

fixed forward of specified timber wall framing. 51. Fireplace flue, cowl and associated flashings. 52. Select stone (raised) hearth. 53. Raised garden bed to later detail. 54. Modwood decking over treated radiate pine deck framing. 55. Modwood ductboard over treated radiate pine fixed directly off concrete

slab. 56. Exotec 9mm cement sheet cladding, expressed joint, paint finish to select

colour. 57. Colorbond or aluminium lined wall recess to accept downpipe and

rainwater head. 58. Line of aluminium shroud (49) edge above. 59. Mitred silicone corner. 60. 10 Plasterboard wall linings, (WR in wet areas, paint finish. 61. 10 Plasterboard ceilings at specified heights, paint finish (numeral beside

code represents finished ceiling height in metres). 62. 10 Plasterboard bulkhead at specified height, paint finish. 63. Select timber boarding ceiling over timber battens fixed below roof purlins,

finished height = 2.7 metres. 64. Select timber boarding eaves and soffit linings over timber battens fixed

below timber roof battens installed in the same plane as and level to the underside of the roof rafters.

65. Exotec 9mm cement sheet soffit lining, expressed joint, paint finish to select

colour. 66. Form circular light shaft below Velux skylights and finish flush to ceiling. 67. Velux FCM double glazed fixed skylight 870 x 870 (FCM - 3030). 68. Line of joinery units below ceiling. 69. 0.81 folded Colorbond fascia/capping to roof edge as detailed. 70. Line of finished roof/soffit edge above.

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72. Line of structural steel roof frame member concealed above ceiling line. 73. ‘X’ represents welded joints between intersecting steel roof beams. 74. Rendered blockwork. 75. Electrical subboard. 76. Fireplace flue and down draft prevention cowl. 77. Expressed joint. 78. Glazing channel set flush into soffit/ceiling. 79. Fixed glazing as specified. 80. Exposed rafters. 81. Line of rafters behind timber boarding soffit. 82. Lysaght Colorbond longline 305 roof sheeting to select colour. Sisalation

under. 83. Lysaght Colorbond longline 305 wall sheeting to select colour. Sisalation

behind. 84. 0.81 Colorbond ridge capping. 85. Line of roof edge. 86. Edge of concrete slab. 87. Centre line of roof rafters above. 88. Line of door head/lintel beam behind. 89, 1 metre high upstand/baluster wall. 90. 18mm structural T + G sheet flooring over. 91. Opening in floor to accept proprietary access (safety) ladder. 92. Proprietary access safety ladder. 93. Double height space. 94. 0.81 Colorbond upstand flashing between specified roof sheeting and wall

cladding. 95. Finished top of specified wall. 96. Finished floor level of proposed residence/shed. 97. Wall top capping/flashing to later detail and instructions. 98.

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99. Minor realignment and configuration works to existing unsealed driveway (7)

100. 150 suspended concrete floor slab over 0.75 Bondek, ............................ 101. 100 concrete floor slab SL82 top. 102. 120 concrete floor slab cantilever. 103. Formed soffit under cantilevered floor slabs. 104. Exposed aggregate finish. 105. 400 x 400 concrete strip footings, 3 F11 TM top and bottom. 106. 300 x 300 concrete thickening beam, 3 F11 bottom. 107. ..... x ...... edge beam, 3 F11 bottom. 108. 450 dia. bored concrete piers. 109. ........ x ....... concrete counterweight ground beam. 110. 200 concrete blockwork foundation wall grout filled. W12 - 400 horizontal

and vertical. 111. Finished edge of concrete floor slab. 112. Rebate concrete floor slab to accept specified glazing/door unit and

associated sub sill. 113. Rebate to edge of concrete floor slab to accept specified pre cast

concrete wall panel. 114A. 150 precast concrete wall panel ....... 114B. 115A. .............. precast concrete insulated wall panel ......................... 116. N12 - 300, 1800 long. 117. Rebate slab to accept glazing channel set flush. 118. Set down in floor slab to accept grated shower drain. 119. Graded shower bay formed in floor slab. 120. 150 wide x 75 (min) deep raking rebate to this edge of slab. 121. Pour carport floor slab after completion of all surrounding works. Provide

bond breaker between edges of slab and abutting walls. 122. Relocated on ........ (dormant) stormwater drain. Refer Hydraulic Engineers

drawings. 123. Drainage easement for relocated (dormant) stormwater drain. Refer

Hydraulic Engineers drawings.

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124. 10,000 litre water storage tank. 125. AWTS to supplier.installers specifications and details. 126. DN100 sewer. 127. DN 100 stormwater supplying roof water to water storage tanks (124). 128. DN50 vent. 129. 130. Direct wired smoke detector. 131. Mechanical exhaust fan ducted to outside air. Notes General: Any discrepancies or queries in the stated dimensions are to be referred to

the Architect for configuration and instructions. Do not scale drawings. Actual dimensions take precedence in all cases over those scaled.

N1 All these dimensions are to be confirmed upon the completion of the

precast concrete panel shop drawings and locations to same of the roof rafters.

N2 Edge of roof and end of precast panel wall (114) are to align. N3 This area refers to the space directly under the mezzanine floor. N4 Details of all lighting to be provided as a separate drawing at a later date. N5 This item is located behind/beyond the wall illustrated in its foreground.

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Structural Steel Schedule BR Speed bracing C1 139.7 x 5.0 CHS C2 139.7 x 5.0 CHS C3 139.7 x 5.0 CHS C4 2/200 PFC welded back to back C5 90 x 90 x 5 SHS C6 139.7 x 5.0 CHS C7 139.7 x 5.0 CHS C8 114.3 x 4.5 CHS C9 114.3 x 4.5 CHS C10 90 x 90 x 5.0 SHS C11 90 x 90 x 5.0 SHS C12 90 x 90 x 5.0 SHS EB1 200 PFC ET1 200 x 35 LVL FJ1 110 x 45 F17 HW floor joists @450 max crs LB1 300 PFC LB2 300 PFC LB3 300 PFC LB4 300 PFC LB5 200 PFC LB6 150 PFC LB7 150 PFC OR1 .................. OR2 .................. OR3 100 x 100 SHS OR4 .................. OR5 .................. OR6 ..................

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P1 C10019 steel purlins P2 C10019 steel purlins P3 C10019 steel purlins R1 200 x 45 LVL rafters @ 1200 max crs RB1 150 UC 23 RB2 150 UC 23 RB3 150 UB 14 RB4 150 UB 14 RB5 150 UB 14 RB6 150 UB 14 RB7 150 UB 14 RB8 150 UB 14 RB9 150 UB 14 RB10 150 UB 14 RB11 150 UB 14 RB12 150 UB 14 RB13 150 UB 14 RB14 150 UB 14 RG1 360 UB 45 ridge beam TB1 150 x 150 x 10 angle TB2 150 x 150 x 10 angle REA1 150 x 150 x 10 angle REA2 150 x 150 x 10 angle REA3 150 x 150 x 10 angle REA4 150 x 150 x 10 angle REA5 150 x 150 x 10 angle REA6 150 x 150 x 10 angle

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Window Schedule House W1 W2 W3 W4 W5 W6 W7 W8 W9 W10 W11 W12 Shed SW1 ..................... SW2 .....................

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Door Schedule House D1 Select timber solid core pivot door within matching solid timber jamb frame (145

x 45 ). Nom size: ............... D2 Solid core door in proprietary cavity wall sliding frame paint finish. Nom. size: D3 100mm Alspec (or equally approved) aluminium thermal break/double glazed

siding door unit assembled on ‘face of wall return’ Nom. size: D4 Select timber solid core pivot door built as part of and concealed within timber

panel feature wall. Nom size: 820 X ........ D5 Solid core cavity sliding door, paint finish. Nom. door size: 820 x 2040 D6 Solid core hinged door, paint finish. Nom. door size: 820 x 2040. D7 Solid core cavity sliding door, paint finish. Nom door size: 720 x 2040. D8 Solid core hinged door, paint finish. Nom. door size: 820 x 2040. D9 Solid core hinged door, paint finish. Nom door size: 820 x 2040. D10 Solid core cavity sliding door, paint finish. Nom. door size: 820 x 2040. D11 Solid core cavity sliding door, paint finish. Nom door size: 820 x 2040. D12 Solid core exterior grade door in aluminium powder coated door frame set.

Paint finish to select colour. Nom. size: D13 150mm Alspec (or equally approved) aluminium thermal break/double glazed

sliding door unit, powder coat finish to select colour. Nom size........... D14 Select solid core pivot door. Nom. size .................... Shed SD1 .................................... SD2 .................................... SD3 .................................... SD4 .................................... SD5 .................................... SD6 .................................... SD7 ....................................

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Joinery Schedule House J1 Storage cupboard unit, location: gallery 1. J2 Kitchen unit, location: kitchen. J3 Kitchen unit (breakfast bar, location: kitchen. J4 Fire place hearth, location: living room. J5 Book case unit and ladder. location: study. J6 Day bed unit, location: study. J7 Laundry unit, location: laundry/scullery. J8 Bed head unit, location: bedroom 1. J9 Robe unit, location: bedroom 1. J10 Robe unit, location: bedroom 1. J11 Built in mirror door cupboard unit, location: bathroom 2. J12 Robe unit, location: bedroom 2. J13 Robe unit, location: bedroom 3. J14 Basin under unit, location: powder room. J15 Vanity unit, location: bathroom 1. Shed J16 Open/adjustable shelving system fixed directly to face of precast concrete

wall panel. Location: workshop. J17 Kitchenette unit. Location: utility room J18 Open/adjustable shelving system. Location: store.

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