Council archive · source document
PC13 1741 - 46 Plover St - Marked BA Plans · OPW20/0017
Attached to the e-mail Response to FIR - Works with Road Reserve 46 Plover Street Peregian Beach (OPW20 0017) -Site Meeting Tuesday 05 05.msg.
Plans and drawings: the text below has words only, no drawings.
Original PDF page 1, section 1. The text section number identifies this passage in the reader.
11.5 EXISTING BUILDING
CP
BUP9327
LINE OF ROOF OVER
Pool Coping to be
9 500 EXISTING FENCE
90o 0' 0"
1.5m from Sewer
11.0 10.5 10.0 9.5 9.0 BOUNDARY LINE 8.5 8.0 7.5 7.0 6.5
33.561 Founded Below
10 0
50
0
SMH
5
0
0
7
.7
.5
.4
S
50 .8
10
10
.0 10
Zone of Influence.
×
×
×
11 ×
×
8,239
Setout by Licensed
PLOVER STREET
DP
SMH
52
.2
11
Surveyor Required.
×
1,901
0 0
.4
11
×
12.0
21
7 5
.5
11
USL31365
×
0
0
9
5
.8
.7
PROPOSED
PROPOSED
11
11
×
×
POOL AREA
RESIDENCE
2o 13' 20"
13' 20"
15.088
15.088
DP
2o
5
5
0
8
3
3
.6
.4
.4
0
0
10
10
10
4
9
.1
.8
×
×
×
12
11
×
×
7,805
6,700
SETOUT
51560
POINT DP
SETOUT
POINT
1,507
12.5 BOUNDARY LINE 270o 0' 0"
EXISTING TELSTRA PIT 12.0 11.5 11.0 10.5 10.0 9.5 9.0 8.5 33.561 8.0 7.5 7.0 6.5
PP
EXISTING FENCE
EXISTING O/H POWER LINE
15
P9313
EXISTING TELSTRA LINE
EXISTING BUILDING
01 SITE PLAN
- SCALE 1:100
20133255 12 July 2013
REAL PROPERTY DESCRIPTION
LOT 16 ON P9313
PARISH: WEYBA
COUNTY: MARCH
SITE AREA: 506m2
AREA SCHEDULE CONSTRUCTION NOTES
GENERAL ALL WORK TO COMPLY WITH BUILDING CODE OF AUSTRALIA (B.C.A) & EXTERNAL FIXINGS TO BE NON-COMBUSTIBLE AND CORROSION-RESISTANT STORMWATER ALL ROOF & GROUND SURFACE RUNOFF TO BE CONNECTED TO
LEVEL 1 INTERNAL! = 143.5m2 ITS MOST CURRENT AMENDMENTS AND ENSURE THAT LOCAL COUNCIL AND FITTINGS STORMWATER RETENTION / ABSORPTION BED AS PER HYDRAULIC
LEVEL 1 BALCONY! = 21.0m2 REQUIREMENTS ARE MET. THIS CONSTRUCTION BEING CLASS 1 CONSULTANT DRAWINGS AND IN ACCORDANCE COUNCIL
REQUIREMENTS.
LEVEL 2 INTERNAL! = 154.0m2 SITE VERIFICATION BEFORE COMMENCING CONSTRUCTION ALL DIMENSIONS, EXISTING
ROOF INSULATION PROVIDE BULK INSULATION AND REFLECTIVE SARKING TO OBTAIN
MINIMUM R VALUE OF 4.1
LEVEL 1 BALCONY! = 28.0m2 LEVELS, FINISHED LEVELS AND ALL SITE SERVICES ARE TO BE WATERPROOFING WATERPROOFING TO ALL WET AREAS TO COMPLY WITH AS 3740
VERIFIED. WALL INSULATION PROVIDE BULK INSULATION AND REFLECTIVE SARKING TO OBTAIN
ARCHITECTURAL DRAWINGS ARE TO BE READ IN CONJUNCTION WITH CEILING FANS CEILING FANS TO ALL LIVING ROOM, DINING ROOM, OFFICE 01, OFFICE
MINIMUM R VALUE OF 2.8 02, FAMILY AND ALL BEDROOMS
ANY ASSOCIATED CONSULTANTS DRAWINGS.
TOTAL! ! ! = 346.5m2 WINDOWS WINDOW FRAME AND GLAZING TO BE INSTALLED TO THE CORRECT
FIRE PROTECTION FIRE SAFETY TO COMPLY WITH PART 3.7 OF THE B.C.A FOR CLASS 1 TERRAIN CATEGORY INCLUDING LOCAL PRESSURE FACTORS IN ENERGY EFFICIENCY REFER TO CONSULTANT'S REPORT FOR A STAR RATED ALTERNATIVE
TO B.C.A PART 3.12
SITE COVER! ! = 198.0m2 STRUCTURAL REFER STRUCTURAL ENGINEERS DRAWINGS FOR FOOTINGS,
ACCORDANCE WITH AS1288
TIE DOWN, BRACING & FRAMING DETAILS SMOKE DETECTORS INSTALL SMOKE DETECTORS AND ALARM SYSTEM TO COUNCIL NOTE SURFACE & SUB-SOIL DRAINAGE TO BE IN ACCORDANCE WITH N.C.C.S
REQUIREMENTS CONNECTED TO MAINS POWER AND INSTALLED IN PART 3.1 & COUNCIL REQUIREMENTS
TIMBER STORAGE & ERECTION STRICTLY IN ACCORDANCE WITH AS 1720 - ACCORDANCE WITH AS 3766 AND PART 3.7.2 OF THE B.C.A. LOCATION
SITE AREA! ! ! = 506.0m2 TIMBER STRUCTURES CODE & AS 1684 - TIMBER FRAMING CODE SHOWN ON PLANS INDICATIVE ONLY. FINAL LOCATION TO BE NOTE REFER STRUCTURAL ENGINEERS DRAWINGS FOR FOOTINGS, TIE
CONFIRMED BY SPECIALIST CONTRACTOR ON SITE DOWN, BRACING & FRAMING DETAILS
TERMITE CONTROL TERMITE CONTROL TO BE INSTALLED TO MANUF. SPEC. AND TO
SITE COVERAGE! ! = 39.00% COMPLY WITH PART 3.1.3 OF THE B.C.A VENTILATION HABITABLE ROOMS WILL ACHIEVE DIRECT CROSS FLOW OF AIR WITH
OPENINGS EQUAL TO 10% OF THE ROOM'S FLOOR AREA ROOMS ARE
CONTROL JOINTS GENERALLY WHERE FLUSH FINISH IS REQUIRED BETWEEN TWO ALSO PROVIDED WITH CEILING FANS
BUILDING ELEMENTS, PROVIDE A V-TYPE CONTROL JOINT PROVIDE ALL BATHROOMS, LAUNDRIES, ENSUITES NOT NATURALLY VENTILATED
CONTROL JOINTS AT MAXIMUM 3 METRE CENTRES TO EXTERNAL TO BE MECHANICALLY VENTILATED TO COMPLY WITH AS. 1668.2, AS
TILED AREAS SUCH AS BALCONIES, DRIVEWAYS, ENTRANCES ETC. 3666 & B.C.A PART 3.8.5
REFER TO STRUCTURAL ENGINEERS DRAWINGS FOR CONTROL JOINTS
HANDRAILS HANDRAILING AND BALUSTRADING TO COMPLY WITH PARTS 3.9.1 AND
EXTERIOR F.C SHEETS FIXED STRICTLY IN ACCORDANCE WITH MANUFACTURERS 3.9.2 OF THE B.C.A
CLADDING WRITTEN SPECIFICATIONS.
BUILDING APPROVAL
NOT FOR CONSTRUCTION
CHECKED : .............................................
notes: issue amendment log by date issue amendment log by date consultants: project: north date: DEC 12
1 ! The designs, drawings and specification are A ISSUE FOR BUILDING APPROVAL ST 26-04-13
STRUCTURAL ENGINEER
PROPOSED RESIDENCE
! copyright and always remain the property of
! Blackburne Jackson Design Pty Ltd. ! GEO CONSULTING 07 5443 6622 PLOVER ST PEREGIAN BEACH drawn: ST
HYDRAULIC ENGINEER B la ck bu rn e J a ck s on D es i gn
-
2! Before commencing construction: ! PLUMBING DESIGN & DRAFTING 07 5437 7660 checked: RJ
Archi tec t ure Landscape In te ri ors client:
! -Verify all dimensions and levels.
! -Verify location and levels of all services on site. M. DUNWORTH scale: 1:100
! -Verify that floor levels and finished levels will title:
37 Aerodrome Rd Maroochydore Qld
! enable connection to services.
P.O. Box 154 Cotton Tree Qld 4558 phone 07 5443 3200 project/drawing no. sheet: A1
3! Do not scale this drawing.
! When in doubt refer to Architects.
email [email protected] fax 07 5443 4030
SITE PLAN 4395/01 issue: A
4395-16-Dunworth Plover [BIM Server] printed: Monday, 29 April 2013 9:27 AM
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalFull text of the other 2 sections
Section 2
NEW 1800 HIGH TIMBER PALING FENCE TO MATCH EXISTING
NEW FENCE TO HAVE TREATED HARDWOOD SLEEPER ON EDGE TO BASE 24,050 LONG
EXISTING FENCE
4 RISERS @ 183mm TO BE RETAINED
BOUNDARY LINE
RB
RAMP 1:20 4 3 2 1 RAMP 1:20
POOL GATE
PATH UP UP PATH UP
RB RB HC
TP
RAINWATER
TANK
CON
SFL 7.450 POOL 1800mm
PUMP & TERRACE WATER
EQUIP. EXT TILE DEPTH
A A
05 MAINTAIN RL 7.500 05
ZINCALUME FLASHING COMPLIANT
UNDER BOTTOM PLATE GAP
BUILDING OUTLINE FOR TO PERIMETER WALLS TP
CONCRETE SPOON DRAIN
GROUND LEVEL ABOVE
CON
MAX. 1:4
B BATTER UNDERCROFT POOL B
05 STORE FENCE
POOL
05
SFL 7.500
PROVIDE WEEP HOLES MIN. 1200H POOL FENCE ABOVE
WALLS TO STORE FC 2 TREATED HARDWOOD SLEEPERS
@MAX 1200 CTS LINED EXTERNAL ONLY
TP ON EGDE (TOTAL 1600H)
BRIDGE BETWEEN TOP SEAT
OF WALL TO CLOSE
C VOIDS. TO BE VERMIN C
PROOF STEPS
05 05
STAIR 05
50mm
STEP 6 12 STAIRS
WATERPROOF MEMBRANE [email protected] 1300mm
D10 CON 4 WATER
3 DEPTH
TERMINATE RB SFL 7.450
BOUNDARY LINE
2
AT HOUSE OVER 1
UP
HWS AC AC TP
190MM BLOCKWALLS POOL FENCE
BOUNDARY LINE
STAIR 04 GT
POOL GATE
7 6 5 43 2 1
UP DRYING PATH
RL 7.500
DP 1600H GATE
900
UP BEACH ACCESS RAMP
PATH
HC
BOUNDARY LINE 10,800.0 11,500.0
EXISTING FENCE
TO BE RETAINED
TREATED HARDWOOD PROVIDE TEMPERED
SLEEPER RETAINING WALL METERING VALVE TO HWS
01 FLOOR PLAN
- UNDERCROFT SCALE 1:100
4 RISERS @ 183mm
4 RISERS @ 183mm 12 [email protected] 4 RISERS @ 183mm
11.0 10.5 10.0 9.5 9.0 8.5 8.0 7.5 7.0 6.5 BOUNDARY LINE
20133255 12 July 2013
10 0
50
0
5
0
0
7
.7
.5
.4
4 3 2 1 4 3 2 1
50 .8
FLOOR PLAN LEGEND
10
10
RAMP 1:20
.0 10
4 3 2 1
×
×
×
PEDESTRIAN GATE RAMP 1:20
11 ×
PATH
REFER DETAIL PATH
×
FRONT FENCE W05 W06 W07 W08 SH1 W09 AC AIR CONDITION UNIT
PLOVER STREET
REFER DETAIL HR2 DP
5
BTH SELECTED BATH TUB
2
.2
123
11
ENTRY PATH ENTRY W04 STAIR
×
COMPACTED DECOMPOSED UP TP
SELECT BIDET
GRANITE WITH TREATED SFL 10.455 01
HARDWOOD SLEEPER STEP EDGES COL CON CL
0
ROBE
HR2
0
.4
4 BED 02 CLOTHES LINE
11
REBATED FOYER FAMILY
AC
AC
5 W10 FALL
×
A SILL 6 CARPET A CJ CONTROL JOINT
12.0 05 COL CON TILE 1:100 05
W03 SFL 10.505 SELECTED COOK TOP
75
PART HEIGHT 11
.5
HC 14 DECK
11
WALL 1000H D03 CON. TROWEL FINISHED CONCRETE
×
EXT. TILE
COL CON COLOURED CONCRETE
DASHED LINE OF 54 3 2 1 SFL 9.520 DW DISHWASHER UNDER
LEVEL OVER UP CORRIDOR 01
0
0
D09
9
5
.8
.7
B STORAGE STAIR 03 TILE SFL 9.570 W11 B D
11
11
HR2 DOOR NUMBER
05 05 00
×
×
D02 5 STAIRS DR DRAIN
@ 181mm KITCHETTE HC TP FW FLOOR WASTE
D08 LINEN 02 D04 PTY S REF
SHELF x 3 GT GRATED TRENCH
300mm WIDE 12
SHELF x 1 DRY AC 11 HR2 DP HR HANDRAIL
GRATED DRAIN
D07 D05 10 HC HOSE COCK
C WM LC FW W12 9 C
STORAGE
5
5
0
8 LG LINEAR AIR CONDITIONER GRILL
GARAGE LDRY
8
3
3
05 05
.6
.4
.4
0
D06 7
STAIR 05
0
10
10
10
4
DRIVEWAY 25mm BATH
9
L'DRY TUB
.1
CON TILE 6 LT
.8
BED 03
×
×
×
12
FALL 12 [email protected]
11
EXP AGG LT SHR 5
02
×
SFL 10.505
×
CARPET 4
WC LIN LINEN CHUTE
ROBE
D01 FW GT TILE 3
AUTO SLIDING GATE 2
REFER DETAIL W01 1 MR MECHANICAL RISER
BUILDING OUTLINE FOR OHC OVERHEAD CABINETS
LEVEL 2 ABOVE
W16 W15 W14 PTY PANTRY
HUMOR
BOUNDARY LINE
BOUNDARY LINE
EXT. TILE
TRANSITION
SFL 9.520 STAIR 04 W13 REF REFRIGERATOR
TP
12 1110 9 8 7 6 5 4 3 2 1
CL RB RENDERED BLOCKWORK
DP
BIN STAND HC W02 RO ROOF OUTLET
PATH
12 [email protected] RL 0.00 RELATIVE FLOOR LEVEL
12.5 SCR# SCREEN NUMBER
12.0 11.5 11.0 10.5 10.0 9.5 8.0 7.5 7.0 BOUNDARY LINE 6.5 SF SECURITY FENCE
9.0 8.5
SH# SHADE NUMBER
TREATED HARDWOOD
SLEEPER RETAINING WALL SHR SHOWER
SHS SQUARE HOLLOW SECTION
NOTE: SL SKYLIGHT
GRATED DRAIN: 1000x300x25 LONGITUDINAL HEELGUARD GALVANISED TRENCH GRATE GARAGE SHELVING: TIMBER STUD SUPPORT nom. 70x45 @ 1200cts WITH S SELECTED SINK
IN 2000x305x25 GALVANISED TRENCH GRATE FRAME CAST INTO nom. 70x35 RAIL TO EACH SHELF.
DRIVEWAY SLAB OR APPROVED SIMILAR. SHELF TO BE 12mm EXTERIOR GRADE PLYWOOD UNPAINTED ST SOLATUBE
02 FLOOR PLAN STAIR 04 & 05:
PROVIDE FALL TO DRAIN IN ACCORDANCE WITH HYD DOCUMENTS
EXTERNAL STAIRS TO BE HOT DIP GALVANISED STRINGERS WITH COLOURED CONCRETE: INTEGRALLY COLOURED CONCRETE. CONCRETE COLOUR SYSTEMS
SFL 0.00 STRUCTURAL FLOOR LEVEL
TP TIMBER POST
- LEVEL 1 SCALE 1:100 nom. 40x 250mm TREATED HARDWOOD TREADS. HANDRAILS TO BE
POWDERCOATED ALUMINIUM WITH GLASS INFIL TO MATCH
BASE - GREY CEMENT
COLOUR - LYCHEE SELECTED VANITY BASIN
BALCONY HANDRAIL DETAIL SEALER - CCS NATURAL SEAL SUPREME HV PENETRATING SEALER
SHOWER PART HEIGHT WALL FORMING SHOWER SHELF BEHIND BATH AND TROWEL FINISH WM WASHING MACHINE
SHELF BATH 01 ALONG SHOWER WALL TO 900MM H REFER JOINERY DETAILS 4395/20
AND 4395/23 SELECTED W.C. PAN
W WINDOW NUMBER
00
BUILDING APPROVAL
NOT FOR CONSTRUCTION
CHECKED : .............................................
notes: issue amendment log by date issue amendment log by date consultants: project: north date: DEC 12
1 ! The designs, drawings and specification are A ISSUE FOR BUILDING APPROVAL ST 26-04-13
STRUCTURAL ENGINEER
PROPOSED RESIDENCE
! copyright and always remain the property of
! Blackburne Jackson Design Pty Ltd. ! GEO CONSULTING 07 5443 6622 PLOVER ST PEREGIAN BEACH drawn: ST
HYDRAULIC ENGINEER B la ck bu rn e J a ck s on D es i gn
-
2! Before commencing construction: ! PLUMBING DESIGN & DRAFTING 07 5437 7660 checked: RJ
Archi tec t ure Landscape In te ri ors client:
! -Verify all dimensions and levels.
! -Verify location and levels of all services on site. M. DUNWORTH scale: 1:100
! -Verify that floor levels and finished levels will title:
37 Aerodrome Rd Maroochydore Qld
! enable connection to Section 3
services.
project/drawing no.
3! Do not scale this drawing.
P.O. Box 154 Cotton Tree Qld 4558
email [email protected]
phone
fax
07 5443 3200
07 5443 4030
UNDERCROFT & LEVEL 1 sheet: A1
! When in doubt refer to Architects. FLOOR PLANS 4395/02 issue: A
4395-16-Dunworth Plover [BIM Server] printed: Monday, 29 April 2013 9:28 AM
Used in these records
PC13 1741 - 46 Plover St - Marked BA Plans.pdfRelated documentApplication case desk ↗
About this file
- File size
- 799 KB (small file)
- File type
No other editions are linked here.