Original source · versioned page text
Architecturals 29.03.23
Original PDF page 5, section 1. The text section number identifies this passage in the reader.
TO SCALE ON A2
SLAB NOTES: KEY
THE SLAB TO BE AS REQUIRED BY THE ENGINEERS AND SHALL BE READ FROM
THEIR DRAWINGS AS WELL AS THIS LAYOUT W.C. WATER CLOSET 100mmØ U.P.V.C.
V VANITY BASIN 40mmØ U.P.V.C.
THE PLUMBER TO ENSURE THEY LOCATE THE SUB-FLOOR PLUMBING IN SINK KITCHEN SINK 100mmØ U.P.V.C.
RELATION TO THE FINISHED REQUIRED LOCATION CONFIRMATION WITH THE LDY LAUNDARY TUB 100mmØ U.P.V.C.
BUILDER TO THE SELECTED FITTINGS TO BE THE PLUMBERS RESPONSIBILITY. FWG FLOOR WASTE GULLY 100mmØ U.P.V.C.
25,710
SHW SHOWER 100mmØ U.P.V.C.
260 1,740 4,460 9,010 620 7,800 1,820 BATH BATH TUB 100mmØ U.P.V.C.
0.2 POLYTHENE MEMBRANE LAPPED 200mm MIN. & SEALED AT ALL JOINTS &
PENETRATIONS WITH AN APPROVED TAPE. 50mm MIN. SAND BED. SD STACKED DRAINPIPE 100mmØ U.P.V.C.
SHS 75x75 SHS POST
INSTALL A PHYSICAL TERMITE BARRIER TO ALL NEW WORK. PROPRIETARY ALFRESCO SLAB TO BE POURED TP 90x90 TIMBER POST
SYSTEM TO BE "TRITHOR" OR SIMILAR IN ACCORDANCE WITH AS:3660 MONOLITHICALLY WITH THE MAIN
SLAB.
DP
6,135 V
5,950 WC
3,500 BATH/SHW
1:100
FALL
3,190
3,190
3,190
3,190
2,525 V
3,350
380
WC 2,310 SINK
50 STEP
195
V/V
DP DP
370
160
DP
WC/BATH
GHWS
1,550
160
1,180
705
2,660 SINK
450 1,285
1,470
DP SINK
DP
300
160mm REBATE FOR
5,130 SINK
680
WC
BRICK VENEER
1,850 V
W.C. BATH
2,025 V
W.C.
GAS
1,975 V
900
GAS
SINK
3,370 SHW
2,920
6,160
2,875 V
VANITY WASTE TO VANITY WASTE TO
V
4,090 SHW
BE LOCATED IN BE LOCATED IN V
V
WALL WALL
4,780
160
V
3,580
PAD RL 52.500
SHW
SHW
900
SINK
240 2,110 SHW
SHW
SHADED AREA INDICATES DP
900
SHW
1,860 2,570
19,060
19,060
50mm REBATE TO SLAB FOR
SHW
690
SHW
SHOWER
240
DP
2
SHADED AREA INDICATES DIM 5,517
1,295 50mm REBATE TO SLAB FOR CHE
SHW CK
SHOWER 4
,21 CK
3,620
2,790
160
1,740 30 CHE
M
2,000 DI
DP
160
160
LDY DP
490
FALL 50 STEP
2,120
3,050 LDY
590
DP DP
1,360
1,360
1,360
490
1:100
100
160
160
160mm REBATE 300 300
GARAGE DOOR REBATE
FOR BRICK
CONDUIT FOR PORCH SLAB TO BE POURED
4,860 G. DOOR
4,860 G. DOOR
VENEER
6,550 LDY
POWER TO PIERS MONOLITHICALLY WITH THE MAIN
5,060 REBATE
6,460
FOR LIGHTING SLAB. -BROOM FINISH FOR TILES
160
4,730
C:\Olivet Design\1. HOMES IN DESIGN\STROUD HOMES\PROJECTS\2023\MAROOCHYDORE\LOT 2 #69 GRADYS LANE, KIN KIN - 2GRADYS\CADS\LOT 2 #69 GRADYS LANE NEW.pln
100
MB
640
160
540
540
DP
THIS PLAN IS TO BE READ IN
CONJUNCTION
440 2,300 440
WITH THE ENGINEERS DRAWINGS
6,460 10,010 3,180 ALF 4,860 1,200
25,710
Slab Plan
Scale 1:100
Copyright No ce: All house plans produced by the builder Notes: Madden Developments Pty Ltd Client Drawing name:
REVISION CONSTRUCTION PLAN SET Wind class: Flood level: Scale:
and the informa on contained within these documents are the exclusive
property of the builder. These house plans cannot be copied
UPGRADE ITEMS SHOWN IN RED ABN: 52 169 872 486
QBSA Lic No: 1284666
Katie Baker Slab Plan CONSTRUCTION PLAN SET 29/03/23 N3 TBC TBC 1:100 @A3
@A2
or reproduced, in part or in whole in any form or by any method without Dimensions shall not be obtained by scaling. All Project Project status: Soil class: BAL:
LOT 2 #69 GRADYS LANE, KIN KIN TBC TBC
dimensions are in millimeters unless noted otherwise. 107 Sugar Road Maroochydore QLD 4558,
N
the express wri en consent of the builder. The house plans
provided by the builder are only to be constructed by Stroud Homes. Setout dimensions shall be verified on site prior to any Phone: 07 5444 2521
CONSTRUCTION A0.5
work being carried out. Any problems shall be directed Email: [email protected]
QLD 4571 Design: MONTEGO 287 Proj. No. 2GRADYS
Plot date:
GSPublisherVersion 0.75.100.100
to the builder for clarification & correction 29/03/2023
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