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Skmbt_C280-12111513110
Attached to the e-mail Additional information for RAP12/0068.
SITE NOTES
- All household sewage and waste to be discharged
to local authority sewerage mains.
~ Surface water to be discharged by natural fall
of the ground and cut-off drains.
- Site excavation shall be such that a 900mm wide
by 1:20 grade exists around perimeter of building.
- Roof rainwater shall be discharged
via PVC stormwater pipes as shown
or as required by local authority
- Spoon drains to be cut to toe of all batters
that fall toward dwelling to ensure ponding of
surface water does not occur on building platform.
NOTE - MAX 300 O.HANG INCLUDING FASCIA AND GUTTER
TQALL EXTERNAL WALLS.
POSITIONAL DIMENSIONS ARE TO OMP
E.G, FASCIA OR BARGE LINE - EXCLUDING GUTTER.
Pes sie.27
——
>
NOTE TO BUILDER - CHECK ALL DIMENSIONS __
CAREFULLY PRIOR TO CONSTRUCTION
Reference levels shown on this ptan
are indicative only, based on equal
cut/ fill. Finished platform level may
vary at completion of site works,
depending on site conditions.
200 WALL
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5000 LT IN-GROUND RAINWATER TANK eige ; 2 a t
DISCHARGE MIN 100 SQ M OF ROOF AREA i Z i a3
TO RAINWATER TANK i 3 § : i
WITH BALANCE OF ROOF AREA : : I z
AND TANK OVERFLOW TO FIELD GULLY PIT sl : : i
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REAL PROPERTY DESCRIPTION
LOT 6
AREA 651 sqm
REGISTERED PLAN (GROUP TITLE No 107048 )
PARISH OF WEYBA
COUNTY OF MARCH
LOCAL AUTHORITY SUNSHINE COAST R.C.
Scale 1:200 - Lengths are in Metres.
Lust l 1 i l L ! ! ! L ! L L 14 SITE PLAN
2 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28
igner: Date | Amendments ale 1:
neWdesignay——. | PROPOSED DWELLINGFOR aay Doms = Se 1
PROS TISULLIVNANDRUTHPARKN | ieee ben Oca
Tel (07) 5437 8766 Fax (07) 5437 8307 OBSA No. 4006714 LOT 6 THE RIDGE NOOSA SPRINGS Tel (07) sae Date 05.11.12. 1/5
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Page 2
Sustainable Housing Measures
® - Smoke detectors to
- External walls 220 mm wide for
NOTE TO BUILDER - GHECK ALL Dl’ NSIONS
; AS3786, AS1670 - 1997 brick veneer
- Shower roses to have 3 Star or AAA rating. . -Nlother walls 70 mm wide MATE
- Max water pressure must not exceed 500 kpa and part 3.7.2 of BCA vol 2 - 1996 (unless shown otherwise) APPROVED COVENANT
~ AVIS fo be dial Rs. Inkalamole deme Se ee Gn REQUIREMENTS
- Energy efficient lighting to at least 6100 slab
80 % of the lighting fixtures.
- Hot water supply must have a 4840 4450 slab 1260 slab
low Greenhouse emission impact. 20 4400 bed. 1 220 115 995 4860 199
at at
450 220 3300 wir 1030 5710 patio 220 4400 kitch 220
70 ° 3900 ens 7 6010 living L 4470 dining 220
4830 #50, 6850
‘hs0
A a4
3| 3 i g
gr | 8 Li Z 3
+ warasstifld = NE a
a_i} &
s|§| e¢ g kitchen ae ' 7
a 2
qi | ° _oo8
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| goR3a
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= S m S85 © ae
g zens
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. 26523
2 oO. ZinJ e
3 2 te om 3 5a 8
s °| g [vy] i Oo = 5 2 s
8|2| F 2 ' Sooaz
| 2| st Me S3acg + |
tla a wo
r S o 8
a) | S| *|
=| SSL SL St we = . ls
y — Tweens iy a “f TA Ean 2
oe : . 3
‘oer dees S Mbuiegas s| 8] 3
3 ee court “Ss aA Z 818
g AL 4g g
ue Pe 1A os
Wi7I224combo °° _. —W18815dh__ | bd
SS 4 Nv f-aion itera ‘I =
are if dh — . SO YELL MI } Ss
3| “| Tet 2115 sd \ ns” alt= ce
= a dpithead oft | \ WiaRttaf Shs, = » g L
|e \ pel 3B Blo
+3] 3] gy hed 3 study \ gallery” = ol 2|&
3| 8 | I, ing cal iah- io = dp a| 2] ~
. Z 8 z | | 4 Ridge lines rang ites 700 unless sho obese = * |
3 8 ; é! | must converge Xia NS g Bl
3 {| 1000, 1160 a @ !
- N
«|8 300h. x 600 ¥ TY) 8 br | linen § \
3 5 re tied recess | =< * bahpad © 74 | \. Golf buggy, Garage ceilings 2550 high | 8 .
| s ee -
“| 8) 8) 8 Zi |. bath: a0 yo entry \ ll 3 g
~N fl 2s
“ ah PR7 | Ay sot buns f garage z ABE
\ “HN =
Z [ly O4/ nS, | :
o S| | a ij Qe |
3| «| 81g 2) 2
Sl! g| =| St i) | | sts
S| ar )) bed.2 |
s = = o
+B 8 = | S| | 3
8) [el 8 | g 8) 2/8].
g| | Z| =/8 totheat SH | = S| “|
=| | =) 58 mise. bd = gr |
She or recessed
WIS/21 045 x3 stove sans
feature stone cladding Shotedge timber decking
! crete lab J
to this wall face only over cont B
6220 |, 1260 220 1570 gall. 9 5100 media 7201340
2380 study 1630 _ 1750 600 <>
4501220 2230bath 1030 600] 4260 2330lin__ 1290 270o\dy 220] 1940 ><)
70} 530 3330 bed. 2 " 4780 pwd, in | 1860 ent. 8400 golf buggy / garage 229 <i>
=LOORAREA so 3770 2000 1710, 2100 6440 ELEV
a i 4
Duel hel garage a am ° 1380 799 2070 290 __—1780
Pat __ 848sqm "46470 O.A. frame! brick
Total floor area 319.03 sqm FLOOR PLAN
—— OPOSED DWELLING FOR oe athe SO |
PR Murray Dowman 20.08.42 12/27
newdesigner r Murray Dowman cna om Wo
ome =, TIM SULLIVAN AND RUTH PARK Beerwah QLD 4519 Sheet No
pe ee LOT6 "THERIDGE "NOOSA SPRINGS | SeSAtene 49880 Date 05.06.12 | 2/5
Tal (07) 5437 8766, Fax (07) 5437 8307 QBSA No. 1006711 Tel (07) 5494 0553
Page 3
4/ RIDGE LINES MUST CONVERGE <a HIGHEST RIDGE - 6.09 m ABOVE NAT GRD PORCH PITCHING LINE ar (OUTER EDGE OF POSTS )3150 HIGH eer biter eyntr! 2.5° ROOF PITCH 95° ROOF PITCH vi = _"HARDITEX" CLADDING WITH APPLIED FINISH eis ; [ TO TIMBER FRAMED PARAPET INFILL f seen LGUs SS a 7 - Tie CEILING tena — CEILING FP 2 [ TAL. 7 R rite 4 o|2 7 Z Hy RS a) FLOORSLAB J Ia 2 NS LT FLOOR SLAB L FEATURE STONE CLADDING 2100 x 5100 PANEL-LIFT DOOR — Elev 4 TO THIS WALL FACE ONLY [ EDEN 290x 290 RENDERED BLOCK COLUMNS APPLIED FINISH - MAX 300 O.HANG INCLUD ND TOALL EXTERNAL WALLS. CLAY ROOF TILES FIXED TO -—— 3300 CEILING TO LIVING SHEET ROOF FIXED TO MANUFACTURERS SPECFFCATION TANOFACTURERS SPECRICATIN 8|2 oly “je Rls g — POWDER COATED ALUMINUM Elev 2 WINDOW JOINERY 20° ROOF PITCH —— 890 CELINE TO LIVING NOTE MAX 300 O.HANG INCLUDING FASCIA AND GUTTER TOALL EXTERNAL WALLS 4 —-| — CEILING 3| 8 | 8 §| 3 | 8 te ia a ete 7 7 4 = | iL} —|— ruoorsias Eley 3 L BLOCK WALL WITH APPLIED FINISH 15x 115 STAINED JO ZERO LOT BOUNDARY TIMBER POSTS 20° ROOF PITCH | RIDGE LINE: -— r—- 3400 CEILING TO LIVING Merona SOO CEENGTOENTRY * HARDITEX * CLADDING WITH APPLIED FINISH s " 2 / S s 7 og a ae sey une —| gg — APPLIED FINISH * HARDITEX* WITH APPLIED FINISH = MAX cLUDI De TQALL EXTERNAL WALLS. ELEVATIONS Designer: Date | Amendments Scale 1:10 Job No newdesigner PROPOSED DWELLING FOR Murray Dowman 088 ° 42/97 ho mes TIM SULLIVAN AND RUTH PARKIN Boswen GL 4519 Drawn MP new ° " u QBSA Lic No. 455634 06.12. Tel (07) 5437 8766 Fax (07) 5437 8307 CBSA No, 1006744 LOT 6 "THE RIDGE "NOOSA SPRINGS | a sou osss Pare moe
Page 4
16020
—— 15840
900
[_ | — 16470
15390
FE
o
| _~ 190 BLOCK WALL
23340 ++ : — 7 | 12 23340
n
22440 th: 1-4) tof | a | | &
| || BRCKEN | | we | 4340
i TIMBER POSTS pessoa — 21440
i il | ! [|
| | | 18 | | CONC. SLAB-TILEFNSH — | |
51 |
: 8 Pl " | |
1 | |
| {| I | | st oe tt — - + — — 17870
Il | P| | |g
ie | | |
15860 — —— Hy | | |
|
|
! g | | ||
| 1300 | | —j
43610 — —— = | = |e | ! [36 | 13760
=I lb ~ |
12460 — —| + =saaaoaaoo = i ! |
| | BROOM FIN. CONC, SLAB | ! © 'g |
. |
| | & | |
t
9380 — — le === a | | |
lg! [ee 12804 a ae es Ht —|—— —— 3930
noo — a ~ 8
Fe |
g nase — — 6880
4000 NOTE. DMENSIONS AE TOENT FACE OF |
on “1 El g OR SLAB NE WHERE THERES NOBRICK VENEER | _ weror ru
2| FACE OF BRICK 160mm FROM SLAB LINE
37909 — —4 |
3
CONC. SLAB- TILE FINISH !
|
1740 —_— — — —\—|i— — 170
1450 (4800 PANEL-LIFT ) \
___DOORREBATE_ | NI
f=N—_ —_ 440
bg — yo BL
| leon \/ ozo | | | |
| | TT v TT |
& B|
=
- This is a slab layout plan only, to be read in conjunction with architectural floor plans and engineer's slab design.
- Face of brick veneer 150 mm outside face of slab, all dimensions to / from face of brick veneer.
ea ion te A366) 1-2001 NOTE TO BUILDER - CHECK ALL DIMENSIONS SLAB LAYOUT
Approved physical barrier to perimeter of slab and to all penetrations. LY co ON OT
secs PROPOSED DWELLING FOR ee
ho nes TIM SULLIVAN AND RUTH PARKIN 28 Toran ae Dawn WO |
nm mn w " i" QBSA Lic No. 455634
Tel Q7} 54378766 Fax (07) 437 8307 QBSA No, 1006711 LOT6 "THE RIDGE"NOOSA SPRINGS | 1 cn ssososss Date 050612 | 4/5
Page 5
WINDOW SCHEDULE N3
W No. HEIGHT | WIDTH | DESCRIPT | NOTES
1 2100 3600 XXO STACK SL DOOR - CONFIRM WIDTH
2 1800 610 LV GLASS LOUVRES
3 1800 610 LV GLASS LOUVRES
4 2100 5300 XXXXO STACK SL DOOR - CONFIRM WIDTH
5 2100 2700 OXX STACK SL DOOR - CONFIRM WIDTH
6 1200 3600 Bi-FOLD NO REVEAL TO SILL
7 2100 910 DH
8 2100 910 DH
9 2100 610 DH
10 2100 610 DH
1 2100 1510 XO SLDOOR
12 2100 460 FG 21 OFF
13 2100 610 DH
14 1800 910 DH
18 2100 460 Lv GLASS LOUVRES 2/OFF
16 2100 610 DH
7 2100 2410 XO/DH 2115 SL DOOR /DH COMBO
18 4800 1510 DH
19 2100 1300 FG FG PANEL - CONFIRM WIDTH
20 2100 3010 LV/XO/LV | GLASSLV/2115SLDOOR / GLASS LV COMBO
21 2100 1510 DH
22 1200 1510 LV GLASS LOUVRES
23 300 2110 OXXO
HARDIFLEX EAVES
LININGS TO TOP OF RAFTERS
=
COLORBOND SPOUTING FIXED TO
SELECT HWD DUMMY RAFTER
MAX 300 O.HANG
- INCLUDES FASCIA AND GUTTER
HWD RAFTER TAILS
FLITCHED TO SIDE OF
ROOF TRUSSES
BACKSPAN = OVERHANG X 2
WALL / ROOF SECT - TYPICAL
EXPOSED RAFTER TAIL — voine
TOALL EXTERNAL WALLS,
SCALE 1:20 20° ROOF PITCH MA
ENERGY EFFICIENCY (BCA 3.12)
R2.5 GLASS WOOL BATTS TO CEILING
Ri. SARKING TO EXT WALLS. ———->—-
CLAY ROOF TILES OVER FOIL SARKING, FIXED TO MANUFACTURERS SPEC
38 x 50 F14 HARDWOOD ROOF BATTENS AT 330 CRS FIXED TO ROOF TRUSSES
WITH 1/75 x 3.15 GROOVED NAIL GEN. AREA and 2/75 x 3.15 GROOVED NAILS
WITHIN 1200rmm OF EDGES,
PINE ROOF TRUSSES AT 900 CRS
TO ENGINEERS DESIGN
METAL CEILING BATTENS
AT MAX. 450 CRS
10mm CEILING LININGS
10mm PLASTERBOARD ———
WALL LININGS
1130x 0.8 GL. STRAP WITH
473,15 NAILS EACH END
METAL GUTTER
) AND FASCIA
HARDIFLEX EAVES
LININGS
Gl. VENEER TIES
PER AS 2699, AS 3700
TIMBER FRAMED WALL =|), <r
PER FRAMING SCHEDULE
ae ——— BRICK VENEER
M.A2CYCLONERODS. 7 TO AS 3700
TO ENDS OF BRACING WALLS,
AT SIDES OF OPENINGS, AND
AS SHOWN ON BRACING PLAN
[—— APPROVED DPC
REINFORCED CONCRETE FLASHING
SLAB AND FOOTINGS
TO ENGINEERS DESIGN WEEPHOLES AT
900 CRS HOR
TERMITE PROTECTION
PER AS 3660-1
L_ MORTAR INFILL
200 UM POLYTHENE
WATERPROOF MEMBRANE —_
FINISHED
50 mm SAND BED ON GROUND LINE
COMPACTED FILL
EXISTING
GROUND LINE
WALL/ROOF SECTION
SCALE 1:20
20° ROOF PITCH
ROOF TRUSSES @ MAX 900 CRS
TO ENGINEERS DESIGN
cece +1_ SS CELING
J tod wl « | IBw Be
5 porch | 8 gallery court “ng PE |B
{| of Vo pep Be! | noma
ne CONCRETE SLAB TO ENGRS DESIGN rf LI |
Lt
Long section B-B 10h SELECT FC SHEET CLADDING
SETA NGS = Feo ToWNUF Sec
NOTE - MAX 300 O.HANG INCLUDING FASCIA AND GUTTER TO ENGINEERS DESIGN
20° ROOF PITCH TOALL EXTERNAL WALLS. _ PER TERMITE
PER AS 38601-2001
CLAY ROOF TILES FIXED TO __ .
MANUFACTURERS SPECIFICATION _ SEE Oe EI ECR CATIN = | Frnsen
< : GROUND UNE
_- —, CEILING sf ; EXSTING
a Samy] _1 cen GROUND LINE
wove Poe | TYPICAL SLAB / WALL SECTION
. EZ 2 LF g #\ | 2 SCALE 1:20
2 Pee gallery media = SN
=] 00 sztsc
ee es 7) | _{ rioorsias CONSTRUCTION N3
— —t he ee ee
: CONCRETESLABTOENGRSDESIGN =) LIMIT STATE DESIGN
Cross section A-A 1:100
Designer: Date | Amendments Scale 1:100 Job No
neWdesigney— __| PROPOSED DWELLING FOR iy oe sar
PRCT SS =| TWSULLIVANANDRUTHPARKIN | Roeser pon MO Tei
new thir a " Q QBSA Lic No. 4 Date 05.11.12. 5/5
rar saan afr sem” 0894 tort | LOT6 " THE RIDGE" NOOSA SPRINGS | seas
Page 6
ELECTRICAL SCHEDULE SYMBOL DESCRIPTION lo.REQ’D | SYMBOL DESCRIPTION No. REQ'D © __| LIGHT -CEILING MOUNT wy CEILING FAN / LIGHT (O __[ucxt -watt Mount ®& EXHAUST FAN > | DOWNLIGHT D> | TELEPHONE POINT > 120 | DOWN LIGHT 12 VOLT WALL OVEN o——— | LIGHT SWITCH asreqd HOT PLATES ~2—— | LIGHT SWITCH - 2 WAY DISHWASHER PROVISION * x DOUBLE SOCKET OUTLET RANGEHOOD * x SINGLE SOCKET OUTLET MICROWAVE PROVISION * Ex EXT. DOUBLE SOCKET OUTLET DUCTED AIR CON = _| TELEVISION OUTLET SPA BATH PUMP Comal | MAIN SW/ METER BD 1 GARAGE DOOR AUTO. INST. GAS HOT WATER SYSTEM 1 IRONING CENTRE OUTLET x CEILING FAN @® | SMOKE ALARM 4 gas bottles * ELECTRICIAN TO CONNECT APPLIANCE VIA SINGLE SWITCHED SOCKET OUTLET LINK ALL SMOKE ALARMS - SMOKE DETECTORS TO AS3786, AS1670 LINK ALL SMOKE ALARMS Sustainable Housing Measures - Shower roses to have 3 Star or AAA rating. - Max water pressure must not exceed 500 kpa - All toilets to be dual flush. - Energy efficient lighting to at least 80 % of the total floor area of the building. - Hot water supply must have a low Greenhouse emission impact. kitchen c= [ | 1 | | LL dining garage ELECTRICAL igner: Date | Amendments cale 1: newdesiguay—— | PROPOSED DWELLING FOR Myon See 18 ho mm e =, TIM SULLIVAN AND RUTH PARKIN Beerwan QLD 4519 Draw MDT areatno Tel (07) 54378768 Fax «r) 561 asso mortt | LOTS "THE RIDGE " NOOSA SPRINGS va asta tes) Date 0906-18 i