Clubhouse & Amenities Buildings Scylla Bay, Como NSW...with anti slip surface Meeting Room Kitchen...

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Doug McIntyre For; Sutherland Shire Council Eton St, Sutherland NSW 2232 Scylla Bay, Como NSW 2207 Mob; 0439815670 [email protected] TENDER DOCUMENTATION 27/05/2016 Notes; Copyright Doug McIntyre 2015. Reproduction subject to written authorisation. All dimensions, details & layouts to be checked & verified on site prior to manufacture & construction. Architect 91 Goulburn St, Crookwell NSW 2583 www.enumerarch.wordpress.com.au Rev Date Details 1627F Project No. A 1st March 16 Preliminary Drawings B 5th April 16 5000l rainwater tank added C 14th April 16 DA amendments being added D 21st April 16 Roof slope 5d, downpipes to front of columns Clubhouse & Amenities Building E 11th May 16 Preliminary finals Rev Date Details F 20/05/2016 Preliminary Drawings G 27/05/2016 Final drawings for review Dwg 1/21 Drawing Schedule 1. Drawing List & 3D images 2. Location Plan & Demolition Plan 3. Site & Roof Plan 4. Ground Floor Plan 5. Reflected Ceiling & Electrical Plan 6. Elevations ュ Building 1 7. Detail Elevations ュ Building 1 8. Elevations ュ Building 2 9. Detail Elevations ュ Building 2 10. Sections ュ Building 1 11. Sections ュ Building 2 12. Sections ュ Building 1 13. Sections ュ Building 1 14. Sections ュ Building 2 15. Sections ュ Building 2 16. Window & Door Schedule 17. Wet are details ュ Building 1 18. Wet area details ュ Building 2 19. Details ュ Building 1 20. Details ュ Building 2 21. Details ュ General Project description; This tender is for the demolition of the existing facilities at Scylla Bay and the construction of new clubhouse and amenties building. Scylla Bay, Como NSW Clubhouse & Amenities Buildings View from north west View from west Aerial view from west Perspective Views Indicative only

Transcript of Clubhouse & Amenities Buildings Scylla Bay, Como NSW...with anti slip surface Meeting Room Kitchen...

Page 1: Clubhouse & Amenities Buildings Scylla Bay, Como NSW...with anti slip surface Meeting Room Kitchen Unisex accessible Store Change Concrete, smooth Verandah Concrete, brush finish Adjoining

Doug McIntyre

For;Sutherland Shire CouncilEton St, Sutherland NSW 2232

Scylla Bay, Como NSW 2207

Mob; 0439815670 [email protected]

TENDER DOCUMENTATION 27/05/2016

Notes;Copyright Doug McIntyre 2015.Reproduction subject to writtenauthorisation.All dimensions, details & layouts to bechecked & verified on site prior tomanufacture & construction. Architect

91 Goulburn St, Crookwell NSW 2583www.enumerarch.wordpress.com.au

Rev Date Details

1627FProject No.

A 1st March 16 Preliminary DrawingsB 5th April 16 5000l rainwater tank addedC 14th April 16 DA amendments being addedD 21st April 16 Roof slope 5d, downpipes to front of columns

Clubhouse & Amenities Building

E 11th May 16 Preliminary finals

Rev Date DetailsF 20/05/2016 Preliminary DrawingsG 27/05/2016 Final drawings for review

Dwg 1/21

Drawing Schedule

1. Drawing List & 3D images2. Location Plan & Demolition Plan3. Site & Roof Plan4. Ground Floor Plan5. Reflected Ceiling & Electrical Plan6. Elevations ­ Building 17. Detail Elevations ­ Building 18. Elevations ­ Building 29. Detail Elevations ­ Building 210. Sections ­ Building 111. Sections ­ Building 212. Sections ­ Building 113. Sections ­ Building 114. Sections ­ Building 215. Sections ­ Building 216. Window & Door Schedule17. Wet are details ­ Building 118. Wet area details ­ Building 219. Details ­ Building 120. Details ­ Building 221. Details ­ General

Project description;

This tender is for the demolition of the existing facilities at Scylla Bay and theconstruction of new clubhouse and amenties building.

Scylla Bay, Como NSWClubhouse & Amenities Buildings

View from north west

View from west

Aerial view from west

Perspective ViewsIndicative only

Page 2: Clubhouse & Amenities Buildings Scylla Bay, Como NSW...with anti slip surface Meeting Room Kitchen Unisex accessible Store Change Concrete, smooth Verandah Concrete, brush finish Adjoining

Doug McIntyre

For;Sutherland Shire CouncilEton St, Sutherland NSW 2232

Scylla Bay, Como NSW 2207

Mob; 0439815670 [email protected]

TENDER DOCUMENTATION 27/05/2016

Notes;Copyright Doug McIntyre 2015.Reproduction subject to writtenauthorisation.All dimensions, details & layouts to bechecked & verified on site prior tomanufacture & construction. Architect

91 Goulburn St, Crookwell NSW 2583www.enumerarch.wordpress.com.au

Rev Date Details

1627FProject No.

A 1st March 16 Preliminary DrawingsB 5th April 16 5000l rainwater tank addedC 14th April 16 DA amendments being addedD 21st April 16 Roof slope 5d, downpipes to front of columns

Clubhouse & Amenities Building

E 11th May 16 Preliminary finals

Rev Date DetailsF 20/05/2016 Preliminary DrawingsG 27/05/2016 Final drawings for review

3,090 3,370 4,680 4,000 4,000 4,000 4,000 4,000 3,990 3,150

1,200

2,190

4,000

3,190

2,000

2,500

3,889

1,452

1,600

1,3562,000

2,000

1,200825

3,600

1,200

5,500

1,100

500

3,0345,150

4,101

3,400

2,400

2,400

600

1,200

1,2001,000

800

5,400

2,000

5,695

2,000

3,034

1,050

1,998

400

3,633

2,025

3,001

5,824

1,200

4,871

500

950

950

950

2,2951201,464120

9201,198 1,559120

1,153100

920100

2,072100

1,252100

642

900

3,880

2,234120

1801,442

1201,051

2,570

1,622

3,600900

3,950

3,068

3,312

3,0009,435

50

1,762

120

1,090

120

1,710

760

120

4,910

120

2,948

141

1,361

2,907

2,917 2,756

2,330

835892

393

393

345

2,494

1,652

958450

572

783

3,000

S/01

S/02

S/03

S/04

S/05

S/06

S/07

S/08

S/10

S/11

S/12

S/13

S/16

E/03

E/04

E/05

E/06

E/07

E/08

E/09

D1­A

D1­BD1­CD1­D

D7­A

D7­D

D7­A

D7­CD7­B

D7­A

RL 1.95 x

x RL 1.80

x RL1.8

5

6

7

8

S

R

Q

P

O

N

MCrossfall max.

2.5%

RL 1.9 x

43

21

43d 52'

FFL 2.60

LandingRL 1.80

up

up

up

up

LKJHGFEDCBA

850 clearopening

Office

x RL 2.55

x RL 2.55

x RL 2.55

Football field boundary setback

Adjoining boundary line

up

up

ACCESSIBLE

CAR SPACE

SHAREDAREA

150MM DIA BOLLARD 1300MM HIGH ABOVE

GROUND LEVEL WITH ROUNDED TOP. PAINT

SAFETY YELLOW

Wall parallel with boundary

3m m

in. setbackto w

all face

rainwater

tank?

Setout point

Corner of site

32

1

E

Stair 1A

Stair 2

Polished concrete floorwith anti slip surface

Polished concrete floorwith anti slip surface

Meeting Room

Kitchen

Unisexaccessible

StoreChange

Concrete, smooth

VerandahConcrete,brush finish

Adjoining boundary line

Balustradecounter

Boundary

Building 1

Walkway

Concrete,

brush finish

Intersection of grid lines

Grid line parallel with boundary

Walkway

Walkw

ay

Concrete,brush finish

Polished concrete floorwith anti slip surface

x RL 2.55

x RL 2.55

x RL 2.55

x RL 2.55

x RL 2.55

x RL 2.55

x RL 2.55x RL 2.55x RL 2.55x RL 2.55x RL 2.55x RL 2.55x RL 2.55x RL 2.55x RL 2.55x RL 2.55

x RL 2.55 x RL1.8

Walkw

ayC

oncrete,brush finish

Concrete,

brush finish

Dwg 4/21

Portable fire extinguisherto AS2444­2001

Ground Floor PlanScale 1:100

<sd sd> <sd sd>sd>

<sd

sd>

N

S

EW

2.2m high wallsshown shaded

Instantaneous gas HWUenclosed in cage

Gas bottles to beconnected to HWU

Ensure min. distancecomplied with

50mm setdown toslab in wet areas

Gratedrain

Am

bula

nt

Store

Shwrshosetap

bur Female

Male

Am

bula

nt

bb ur

wc

handsink

hosetap

NewgardenRadius

9m

Tactileindicators

3m setbackline. Proposedwork to beclear of.

LandingLevelRL 2.20

Level landingRL 1.90

Ramp 7m longmax. 1:20 slope= 0.35 m fall

Gate to bere­hung inreverse byCouncil

Radius12m

Radius10m

Radius10.65m

Radius9m

Embankment

Grate

Ramp 6m longmax. 1:20 slope= 0.3 m fall

Landscapingbed withconcretekerbing

New fencepost

Exist. fencepanel removed

Existingdriveregraded

Existingfence

Existing embankmentreshaped to suit newworks

Sandstone blocks toside of stairs

New fence

hosetap

hosetap

hosetap

Existing sewer line to bereplaced with new

Store

E

5000 litreRWT

Ambulent

Embankment

Interpretativesignage worksby others

Showers

WC

URB

WC

WC

Accessible

Shwr

FFL RL 2.60

Instantaneous gas HWUenclosed in cage

Rock face cut back min.600mm clear of buildingand services

REF'SCHANGE

Cricket Store

Visitors Change

Building 2

In wall handbasin

Embankment

Sandstoneblocks

New handrailalong edge

Existing floodlights relocated

Control joints toslab to struct.eng. details

Sandstoneblocks.Top RL 2.8

Drainage pit & grateto HyrdaulicEngineer's details

Water bubbler as supplied byCouncil to their requiements.Builder to install.

Existinggrate

Stair 1B

Handrail to1.05m high

Sandstone wall

Edge of existing cliffbehind

Polished concrete

Pol.concr.nonslip

Pol. concr.non slip

Pol. concr.non slip

Pol. concr.non slip

bPol. concr.non slip

Pol. concr.non slip

Pol. concr.non slip

Pol. concr.non slip

Page 3: Clubhouse & Amenities Buildings Scylla Bay, Como NSW...with anti slip surface Meeting Room Kitchen Unisex accessible Store Change Concrete, smooth Verandah Concrete, brush finish Adjoining

Doug McIntyre

For;Sutherland Shire CouncilEton St, Sutherland NSW 2232

Scylla Bay, Como NSW 2207

Mob; 0439815670 [email protected]

TENDER DOCUMENTATION 27/05/2016

Notes;Copyright Doug McIntyre 2015.Reproduction subject to writtenauthorisation.All dimensions, details & layouts to bechecked & verified on site prior tomanufacture & construction. Architect

91 Goulburn St, Crookwell NSW 2583www.enumerarch.wordpress.com.au

Rev Date Details

1627FProject No.

A 1st March 16 Preliminary DrawingsB 5th April 16 5000l rainwater tank addedC 14th April 16 DA amendments being addedD 21st April 16 Roof slope 5d, downpipes to front of columns

Clubhouse & Amenities Building

E 11th May 16 Preliminary finals

Rev Date DetailsF 20/05/2016 Preliminary DrawingsG 27/05/2016 Final drawings for review

4,22

9

3,85

4

500

400

A B C D E F G H J K L

2,40

02,84

02,

686

Awning roof slope 2d

West Elevation

South Elevation

East Elevation

North Elevation

Building 1 - view from north west Building 1 - view from south west

Dwg 6/21

External Elevations ­ Building 1

Exotek panelling

All dsign & construction must comply with the appropriaterequirements of the current Building Code of Australia, regulations,standards & Exotec technical specifications for supply andinstallation.

It is the responsibility of the project engineer to determine theappropriate wind pressures for the project and specify the fixing ofthe top hats to the structure. The engineer must limit the deflectionof the supporting structure to span/250 for serviceability windLoad.

All horizontal and vertical expressed joints mut be filled with asuitable sealant as per Exotec specifications for buildings within1km of a large expanse of salt water.

As a maintenance requirement walls must be washed down aminium of 2x per year, especially where protected from rain (egunder the awning or soffits.

Ecotek composite roof sheeting

Exotec external cladding

Shutters to front of glazed doors

Steel posts

Aluminium framed windows. powdercote finish

Ecotek composite roof sheeting

Roller shutter to store roomFFL RL 2.60

Ritek Ecotek composite roof sheeting

Exotec external cladding

Downpipes to front of columns

Steel posts

Ecotek composite roof sheeting

FFL 2.60

Aluminium framed awning windows. powdercote finish

Security mesh over. Crimsafe or equal

Ecotek composite roof sheeting

Shutters to front of glazed doors

Aluminium framed windows. powdercote finish

Canteen shutters

Exotec external cladding

FFL 2.60

Ridge RL 6.829Ridge RL 6.454

FFL 2.60

Materials & Finishes;

Sheet metal roofing ­ Colorbond 'windspray'

Gutters ­ Colorbond to match roofing

Downpipes ­ Colorbond to match wall colour

Wall cladding ­ Exotecfibre cement panel system, expressed joint.Wall cladding colour ­ Dulux 'Wistow' PG1.E4

Security shutters, Colorbond 'Woodland Grey'

Exposed structural steel ­ Dulux Ferreko No. 3 factory appliedmicaceous iron oxide ­ MIO ' Natural Steel Grey'

Building 1

No shutter tooutward openingexit door

FFL 2.60

FFL 2.60

FFL 2.60

Ecotek panellingIt is the responsibility of the project engineer to determine theappropriate wind pressures for the project and specify the fixing ofthe top hats to the structure. The engineer must limit the deflectionof the supporting structure to span/250 for serviceability windLoad.