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2373 Hydraulics 07.06.22
Attached to the e-mail Response to Information Request OPW22/0124 - 34 Peregian Esplanade, Peregian Beach.
Plans and drawings
This document appears to be plans or drawings. Its page text below holds only the words printed on the drawings, without the drawings themselves, so it may be jumbled or hard to follow. To see the plans as drawn, choose Original above or download the file (both need you to log in).
Log in to see the plans as drawn DP
100
DP
100
DP
SW 100
50
vc vc
O/F
Ø50 ROOF
O/F
BO1
BO1
CAST IN DP
COLUMN 100
Ø50V
Ø50V
BO1
200w X 50d
DP OVERFLOW
100 (TYP UNO) b wc sk wc b sk wc b b wc
EPD1
STAIR VOID UNDER TO PERMIT
UNOBSTRUCTED OVERLAND
FFL 15.050 FIRST bth shr fwg
Ø40 Ø50
shr fwg
Ø40 Ø50
shr fwg
Ø40 hwu/
sty shr fwg
Ø40 aav
bth
100 NOTE:
FLOWPATH. STEPDOWN TO Ø50 Ø40 Ø50 Ø40 Ø50 Ø40 Ø40 Ø40
VP EXTERNAL AREA REQUIRED. DP'S CAST IN COLUMN
BY ARCHITECT SHALL BE FUSION Ø40 Ø65 Ø65 Ø65 Ø50
50
WELDED HDPE OR Ø65 Ø100 Ø100 Ø65
EQUAL (TYP) Ø100 Ø100 Ø100 Ø100 Ø65 Ø65
EPD2 Ø100 Ø65 Ø65 Ø65
HWU/ Ø100 Ø100
100
Ø100
Ø100
STY NOTE:
Ø65
CONNECTIONS IN ACCORDANCE
X 15.000 WITH AS 3500.2 - 2018 CLAUSE 10.11
TG (ELEVATED DRAINAGE) TG TG
15.000 X
GROUND
DP
EPD1 6 FU EPD1 23 FU EPD3 4 FU
FALL
100
BO1
FALL
VP 100 100 65
PBO2
50
BO1
Ø50
BO1
BO1
O/F
Ø50 BO1
PBO2
X 15.000
O/F BO1 O/F
O/F
X 14.950
DP BASEMENT
O/F
50 400w X 100d DP
OVERFLOW 100
DP
EPD3
100 DP CAST IN
400w X 100d 65
OVERFLOW 100 COLUMN
STEPDOWN TO AAV
FIRST FLOOR SANITARY DRAINAGE EXTERNAL AREA
REQUIRED. BY
- SANITARY DIAGRAMMATICS
1:100 ARCHITECT NTS
400w X 100d
DP OVERFLOW
100
18.280 X
DP DP
X
50
100 100
.2
18
18.280 X
D
CTE ATH
BS TRU FLOWP RW02 RAINWATER OUTLET
U N O N D CAST IN COLUMN
RLA
OVE 18.200 X BELOW.
DP CAST IN
100 COLUMN
FW
PBO1
DP
100
VP
50 PROVIDE ??? HOB
300w X 100d TRENCH AROUND SKYLIGH
DRAIN. TRENCH DRAIN
GRATE TO ARCHITECT
EAVES GUTTER: SPECIFICATIONS
11000mm2 MIN EFFECTIVE
18.350 X
CROSS SECTIONAL AREA X 18.280 18.280 X
(TYP)
X 18.450
NOTE:
DP'S CAST IN COLUMN
SHALL BE FUSION
DP WELDED HDPE OR
PBO1 EQUAL (TYP)
100 FW
DP CAST IN
UNO
X 18.280
100 COLUMN
OVE BSTRU
RLA C 18.200 X
ND TED RW02
FLO
WPA
TH
X 18.280
50
.2
DP
18
100
X
VP
50
DP 400w X 100d
100 OVERFLOW
ROOF DRAINAGE PLAN BASEMENT WATER SUPPLY
1:100 1:100
2/HC
Ø20
Ø15
2/HC
Ø15
Ø20
315L ELECTRIC HWU
WITH A 3.6kW ELEMENT
ON CONTROLLED
10
TARIFF
REFER GROUND/SITE
CW
Ø15
Ø20
Ø15
Ø20
SERVICES PLAN FOR
20 CONTINUATION Ø20mm TPV
AT HWU
HW
Ø15 Ø20 Ø20 Ø20
15
Ø15
Ø20
Ø20 Ø20 Ø25 Ø25
Ø20 Ø20 A 07.06.22 APPROVAL JS
Ø15 Ø15 ISSUE DATE REVISION DESIGNED
Ø15
Ø25
Ø20
INSTANTANEOUS
ELECTRIC HWU EQUAL SPICE CONSULTING
TO STIEBEL ELTRON CONSTRUCTION HYDRAULICS CONSULTANTS
Ø15
Ø25
5
MODEL: DEL 27AU
PO BOX 1406 BUDERIM QLD 4556
Ø20
Ø20
Ø20
Ø20
FACTORY SET TO 50°C
Ø15
QBCC Telephone: 0428 434 219
HC Ø20 Ø20 1124616 Email: [email protected]
2/HC CLIENT
Ø15 Ø15 2/HC R & A MURRAY
2/HC Ø20 CW Ø20
Ø20 ASSOCIATED CONSULTANT
25 2/HC
HW Ø15 Ø20
15 Ø15 DRAWING : LEVEL: AHD
HW
15 CW FIRST FLOOR SANITARY DRAINAGE, SCALE:
HW
CW 20 ROOF SW DRAINAGE,
20
15 CW BASEMENT, GROUND & FIRST FLOOR A1 - 1: 100
CW
25
20 HW WATER SUPPLY A3 - 1: 200
GROUND FLOOR WATER SUPPLY FIRST FLOOR WATER SUPPLY
0
CW
15 STATUS ISSUE :
20 PROJECT:
1:100 1:100
PROPOED RESIDENCE at APPROVAL
34 PEREGIAN ESPLANADE, DWG. No.
2373-03
A
PEREGIAN BEACH
SHEET :
03 OF 03
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