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proposal plans 1.11 v1
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Tev| date [sued [details T | C client sign-off: date: ‘A_| 28082 | A [Detailed Design | Detailed Design Detailed Design Proposed Entry Alterations and Additions for La Mer Body Corporate at 37 Hastings Street, Noosa Heads Date: Friday, 26 August 2022 DD 0.1 A Cover Page DD 1.1 A Existing Site & Demolition Plan DD 12 A Ground Floor Plan DD 1.3 A Level 1 Floor Plan DD 14 A Level2 Floor Plan DD 15 A Level3 Floor Plan DD 18 A Roof Plan DD 1.7 A Ground Floor Electrical Plan DD 18 A Level 1 Electrical Plan DD 19 A Level2 Electrical Plan DD 110 A Level 3 Electrical Plan DD 21 A South Elevation DD 31 A SectionA | sparks architects project client jobno. | drawn — | drawing dwg no, Alterations and Additions Scale TULL rm — 37 Hastings Street, Noosa Heads La Mer Body Corporate 204 AK Cover Page Dpo.1 )
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Page 2
tev] date
5 d [details T
A_| 260822
A_|Detailed Design l
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A @ us vs us o legend
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2.375 2.375 2.375 2.375 7,250 2375 2.375 2.375 2.375 BALXX bahstrade type
750 1 ce type
— I —--— t ee -| en t — — — b 905 43001 {240 3.600 1501905, 7 t — | REN-2X render type
@® @ | i | [
client sign-off: date:
Detailed Design )
CONXX. concrete type
SSL structural slab level
FFL finished floor lovel
| | FLE-XX floor finish ype
SCN-XX screen type
KF - CLAXX cladding type
existing garage
=
new gate dnd hardwpre refer to schedule
RFS2X_ roof system ype
| | | STAXX star ype
Tox. tle ype
HWD-x« hard type
Fy | ] ] ] | wo soe
Ic] s sink
_ | ] ] ] fe
1 oP downpipe
refer to Materials and Finishes Schedule 12.1
and onwards for futher detallispecs
NOTE: all structural elements including al
slabs, columns, beams, footings and
framing; o bein accordance with structural
‘engineer's design and deta
Kone * 7
existing It |
FF:
void above
4,800
line of lor over
‘st |
hydraulic engineer to confiem
drainage requirements
proposed gatel
‘access control
location
4,600
pibjses
lieaaall| | | |
exatld ree
| hydraulic engineer to confirm 1
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existing shop
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| | | sandscado | | | I
~ Alterations and Additions ‘Scale 1:10 in 1
{ sparks architects 37 Hastings Street, Noosa Heads La Mer Body Corporate 204 AK Ground Floor Plan DD 1.2
project client jobno. | drawn | drawing dwg no,
Page 3
| —f Hid HE HE ey LANDSCAPE PLAN GROUND FLOOR none
Page 4
Tev| date] issued | details ]
A_| 260822 | A | Detailed Design |
C client sign-off: date: Detailed Design
I
legend
BALXX balustrade type
FEN-XX_ fence type
REN-XX render ype
On = = — — | ee seoee,
Sah Con Sotto
prenaed lndecpe Se Stab vt
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tel Tovel bridge on BP Spine
Sayer north FLED refer to Materials and Finishes Schedule 4.2.1
toned rr
NOTE: all structural elements; inoluding all
‘slabs, columns, beams, footings and
framing; to be in accordance with structural
{_ engineers design and deta
engineer to confirm new drainage and
‘downpipes requirements to existing planters
‘proposed landscape in
existing planter
existing terrace
existing level 1 shop space
proposes
| landscape roof
planers nigaton
and danage
|| Seiasto be
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landscape root
| encineerto conte planer gation
eight and aanage
etal tobe
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a a a NTS ‘Alterations and Additions ‘Scale 1:100 UUL_1._|
fewensece cons 37 Hastings Street, Noosa Heads La Mer Body Corporate 204 AK Level 1 Floor Plan DD 1.3
| sparks architects
ae project client jobno. | drawn | drawing dwg no,
Page 5
Page 6
client sign-off:
date
[A | 280822 [A | Detailed Design
Detailed Design )
| sparks architects
hydraulic engineer to confirm drainage and
ownpipes requirements to existing planters
level 2 bridge
FIFO
proposed landscape
=
|
existing lit
i 0
hydraulic engineer to confirm drainage and
ownpipes requirements to existing planters
| Proposed landscape roof planters inigation and drainage |
etal to be confirmed
engineer to confem weight SN |
OO
eee
(tegena
BALXX balustrade type
FEN-XX_ fence type
REN-XX render ype
CLAXX cladding type
CON-XX. concrete type
SSL structural slab level
FFL finished floor level
FLF-XX_ floor finish type
SCN-XX screen type
RFS-XX roof system type
STAXX stair ype
Txx tle ype
HWD-XX hardwood type
VB vanity basin,
SHR shower
s sink
RB robe
DP downpipe
refer to Materials and Finishes Schedule 12.1
and onwards for futher detalispecs
NOTE: all structural elements including al
slabs, columns, beams, footings and
framing; o bein accordance with structural
‘engineer's design and deta
Kone * 7
‘Alterations and Additions Scale 1:100 TUL rm
37 Hastings Street, Noosa Heads La Mer Body Corporate 204 AK Level 2 Floor Plan DD 1.4
* project client job no. drawn drawing dwg no.
Page 7
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Page 8
client sign-off: | sparks architects date hydraulic engineer to confirm new drainage and ‘downpipes requirements to existing planters [rev date [sued | details [A | 280822 [A | Detailed Design level 3 bridge proposed landscape proposed new translusent rod! to existing oof structure By (ensure non combustable) grob refer to engineer for structural deta, i= I ! A 1 L [outer n hydraulic engineer downpipes requirements frm gutters and & | (tegena Detailed Design ~ } / BALXX FEN-XX REN-XX CLAXX balustrade type fence type render type cladding type ‘onerete type Structural slab level finished floor level floor finish type screen type’ roof system type stair type tie type hhardwood type vanity basin shower sink robe DP downpipe refer to Materials and Finishes Schedule 12.1 and onwards for futher detallispecs NOTE: all structural elements including al slabs, columns, beams, footings and framing; o bein accordance with structural ‘engineer's design and deta Kone * 7 Alterations and Additions Scale 1:100 Wu 1__1 37 Hastings Street, Noosa Heads La Mer Body Corporate 204 AK Level 3 Floor Plan DD 15 project client job no. drawn drawing dwg no.
Page 9
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Page 10
client sign-off:
| sparks architects
date
©
existing roof
[A | 280822 [A | Detailed Design
Detailed Design
(tegena
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BALXX
7,250 2375
FEN-XX
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proposed new translucent roof to existing roof structure | |
refer to engineer for structural detalls
‘downpipes requirements
FEM
roved by bulding ceter)
| |
i 1
K++ 4-H\-+4
(o confirm, roof, gutters and] |
|| framing |
aa |
existing pergola
REN-XX
CLAXX
DP
balustrade type
fence type
render type
cladding type
‘onerete type
Structural slab level
finished floor level
floor finish type
screen type’
roof system type
stair type
tie type
hhardwood type
vanity basin
shower
sink
robe
downpipe
Tefer to Materials and Finishes Schedule 1.2.7
and onwards for further detal/specs
NOTE: all structural elements; inoluding all
‘slabs, columns, beams, footings and
framing; to be in accordance with structural
{_ engineers design and deal
reese Alterations and Additions Seale 1:100 WUUULL__sf —
37 Hastings Street, Noosa Heads La Mer Body Corporate 204 AK Roof Plan DD 1.6
* project client job no. drawn drawing dwg no.
7
Page 11
date | ssued [details
F . ~
client sign-off: date: [a_[ 250827 | A [Detailed Design | Detailed Design )
(tegena >)
BALXX balustrade type
FENXX fence ype
RENXX render ype
CLAXX cadaing ype
CONXX concrete type
SSL structural slab level
FFL finished floor lovel
FLE-XX floor finish ype
SCN-XX screen type
@) RFS-XX_ roof system type
STAXX Stairtype
TK tle ype
2.375 2.375 2.375 2.375 7,250 2.375 2.375 2.375 2.375 HND20C hardwood ype
SHR shower
s sink
RE be
| | | | | DP downpipe
‘ofer to Materials and Finishos Schedule 1.2.7
nd onwards for futher detalispecs
| | | | I | | | | | NOTE! al siruclural elements; neluding al
‘lbs, columns, beams, footings and
| | | | | | | | framing; tobe in accordance with structural
‘engineer's design and deta
AS 7
| | | | | | |
14,665 oo _ Z LL _
5 Roof | I I I I I I
| | | | | | | | | |
| | | | | | | | | |
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~dlevel3 PF i ~ 7 TT en |
| | | | | | | | | |
g
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85
3 Level 2 ~
~ —+6,445 — =
2 Level 1
z | | | | | I | |
3 RENT [REN02)
| | | | | | | | |
+3,500 | | |
7 Ground —— —— = — ———$—— ————
SCOT] [SCH SCH
| | | | | | | | | |
| | | | | | | | | |
ome a a a DO
- paren beac Alterations and Additions ‘Scale 1:10 UUL_1._|
{ sparks architects 37 Hastings Street, Noosa Heads La Mer Body Corporate 204 AK ‘South Elevation DD 2.1
project client jobno. | drawn | drawing dwg no,
Page 12
client sign-off: date: ev [date [issued | details T = F . ~ A | 260822 | A [Detailed Design | Detailed Design ) 4600 4800 2,950 +11 4 Level 3 445 2 Level 1 Alterations and Additions ‘Scale 1:100 TULL rm 37 Hastings Street, Noosa Heads La Mer Body Corporate 204 AK Section A Db3.1 | sparks architects project client jobno. | drawn | drawing dwg no,
Page 13
V]_date | issued [details ]
A_| 260822 | A | Detailed Design |
client sign-off: date:
Detailed Design )
2,950 4,800 4,600 |
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{ sparks architects sean 37 Hastings Street, Noosa Heads La Mer Body Corporate 204 AK Section B DD 3.2
ane project client job no. drawn drawing dwg no.
Page 14
¢ X client sign-off: date [rev date [sued | details [A | 280822 [A | Detailed Design | Detailed Design ® Oo 9 Oo 9 © =e ae 2375 K 2375 *K 2375 K 2375 $14,665, 5 Roof Fo 7,250 2.740 #11,925 J 4 Level 3 TASCO1 2.740 2.740 +6445 | 2Level 1 ol 3 qj +3500 | 7 Ground | sparks architects “Siow way peegan neal GSTS Alterations and Additions ‘Scale 1:100 WU “ a 37 Hastings Street, Noosa Heads La Mer Body Corporate 204 AK Section C DD3.3 SE rtaect elation 3074 project client jobno. | drawn | drawing dwg no.
Page 15
(client sign-oft X | sparks architects date: prepare, wall, column surfaces for new render as [rev] date [issued [details [A | 280822 | A__| Detailed Design ‘demolition work o ground floor entry, access balconies, driveway, stairwells, gardens, floors, walls, doorways, celling, softs, plumbing, drainage and existing finishes to level 1, 2.3 and root, tofer to proposed drawings and schedules to confirm extent of works required. contractor Is responsible for co-ordinating all demolition to allow for proposed work to be completed. hydraulic and structural demolition work in accordance with engineer specification Contractors responsible forall existing service locating and capping: no variations or extensions of time wil be approved for any damage to existing contractor to allow for underground scanning with pt excavation forall service locating allow for capping of existing services where required. refer to existing survey documents and DBYD records for plotted record information| existing landscape to be removed ‘scheduled remove existing awnings x8, gutters, downpipes and ‘prepare all beam, wal, column surfaces for new render as scheduled a— refer to landscape drawings for extend of works prepare column and wall surfaces for new render as scheduled existing driveway surfaces to be removed, existing slab to be cut sealed and lavelled as requited for now driveway setout and finish as scheduled. Sealing of cut surfaces in accordance with engineers specifications existing landscape to be removed refer to landscape drawings for extend of works ~~ reiTigve existing awnings x8, gutters, downpipes and repare all beam, Wal, Cokumn surfaces for now fender as scheduled ee ‘tim and prepare existing beams for new surfaces as ‘scheduled in-line in accordance with engineers ‘specifications existing surfaces to be removed, existing stabs to be removed, cut and leveled where required for new existing elevation — gardens, pathways and driveway as scheduled. sealing of concrete and steel in accordance with engineers specifications remove existing awnings x8, gutters, downpipes, electrical and prepare all beams, walls and columns Surfaces for new work as scheduled remove existing surfaces to be removed and. prepared for new surfaces as scheduled remove existing soft surfaces and electrical to softs prepare surfaces for new materials and finishes as scheduled Detailed Design Alterations and Additions ‘Scale 1:200 Wu 1__1 37 Hastings Street, Noosa Heads La Mer Body Corporate 204 AK Existing Site & Demolition Plan DD 1.4 project client job no. drawn | drawing dwg no.
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