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