Council archive · source document
09/0325 - MCU - Detached House [As Published] · 132009.325
| NOTE . /
RAINTANK INSTALLATION AND /
ASSOCIATED WORKS SHALL FULLY /
COMPLY WITH THE RELEVANT PARTS OF ,
THE QUEENSLAND DEVELOPMENT CODE
PART MP4.2 AND LOCAL AUTHORITY
REQUIREMENTS /
INSTALLATION OF WATER
SUPPLY SYSTEM FROM
RAINWATER TANK SHALL
FULLY COMPLY WITH
AS3500.1:2003 SECTION 14
XX HC ON WALL
ROVIDE SIG OVER)
a - —
TO WALL (EXACT LOCATION ‘ re
SHALL BE DETERMINED ON - ey
SITE)
SbO
CON
INECT
4—PROVIDE A 1.0M DIA. SW PUMP
CHAMBER COMPLETE WITH
DUPLICATE SUBMERSIBLE
PUMPS (REFER TO DETAIL)
o— RISE 50® ON WALL TO
INTO
GRAWTATIONAL SW LINE
ABOVE
BASEMENT ALL SERVICES
"PROVIDE ORC WITH GRANGT FOR
POOL BACKWASH DISCHARGE
(REFER TO DE TAIL) ~~
1
INSTALL WASTE LIFT STATION
EQUAL TO GRUNOFOS MODEL
SOLOUFT + WC-1
/
Ay g2
PROVIDE A 1006 PVC TRAP
SCREW WITH A CAST ALUMINIUM
GRATE TO SOC (TYPICAL)
f "WET PIPE LINE
RAINTANK PUMP AND CONTROL VALVE
ASSEMBLY (REFER TO DETAIL FOR
CONFIGURATION) EXACT LOCATION
“SHALL BE DETERMINED ON SITE
YO DETAIL)
PROVIDE CAPPED PIPE IN PIT
—FOR FLUSH OF WET PIPE LINE
~— PROVIDE SUBMERSIBLE
PUMP EQUAL TO “GRUNFOS
MODEL SQE 3-58" (REFER
“FIX 1 x 200mm x 100mm HOG =
RHS CONOUIT ACROSS COUNCIL Ip : - Oo ~
STRIP AND ADAPT END TO EXISTIN) NX CONNECT TO EXISTING ~——
KERS PROFILE AND MAKE GOD | HCB oT “|
0825.90 i
+ 01.06
TRAPPED
OUTLET —
ar
+4870 (APPROX
=
eee
—_ —
48.70 (APPROX)
50.350
+ 30.400
_-—~ CAST PIPEWORK IN
a FLOOR/ BEAM
(TYPICAL WHERE
HATCHED)
+ 4990 (TOP OF SLAB)
+ 50.300
LAY PIPEWORK
WHH SOI \
SS \ TRAPPED PROVIDE FLAP VALVE ~
a Q OUTLET 10 PIPE END
aan ae a
+ 50.400
1
(APPROX) FQ PIPE END _
RAINWATER TANK
: BELOW FLOOR
~ PROVIDE FLAP VALVE
(OP)
\8
——— 1a
PROVIDE 1$@ CAPPED -—> ~~
GATE VALVE AT HL IN
PUMP ROOM SELOW
FOR POOL AND WATER
FEATURE TOP UP
SUPPLY - —
(maT a - oop
in
le
1]
NOTE
HOT WATER
10 COLD
FIX SERVICE TO
UNGER FLOOR
“FIX SERVICE TO-—
UNDER FLOOR
| GROUND FLO
” - TT LT cee Toco:
be - ~~ pp " To ~
a FIX HC ON WALL
FIX 1 x 200mm x 100mm HDG hi ‘
RHS CONDUIT ACROSS COUNCIL | (PROVIDE SIGN OVER)
STRIP AND ADAPT END TO CXISTING ce aoe Ld
_ KERB PROFILE AND MAKE GOOD oe meme SSA be j
Le
RETICUALTION TO
FOLLOW ASIMILAR PATH
FIX SERVICE To
UNDER FLOOR
FIX HC ON WALL
(PROVIDE SIGN OVER)
Lt
FIX SERVICE
IN| WALL
FIX HC ON WALL
{PROVIDE SIGN OVER) \
7 RAINWATER :
TAN
Aer Rieter -
SERVICE WITH DUAL
CHECK
~ GROUND
FLOOR WATER SUPPLY
s-PROVIDE A J10LT ELECTRIC HEAT PUMP
TYPE HWU EQUAL TO RHEEM MODEL
551310 (INSTALL TO MANUFACTURERS
INSTRUCTIONS)
J
WALL
LEVEL
Ss
iS
LEGEND
HOUSE DRAINAGE
STORMWATER DRAINAGE
COLO WATER
VENT
RAINTANK WATER SUPPLY
SUBSOIL DRAINAGE
RISING MAIN
EXISTING WATER
EXISTING SEWER
EXISTING STORMWATER
STOP TAP
GATE VALVE
CHECK VALVE
METER
ELEVATED PIPEWORK DROPPER
STACK
COLD WATER RISER
RAINTANK WATER RISER
RAINTANK WATEK DROPPER
DOWNPIPE
PUMP
EXPANSION JOINT
PROPOSED LEVEL
EXISTING LEVEL
FLOOK WASTE GULLY
450 x 450 C/PIT WH a 515 x 515 HOG
SUMP GRATE & FRAME EQUAL TO WEBFORGE
MODEL SSG 44H.
250_WIDE TRENCH DRAIN WITH A 310 WIDE
GRATE AND FRAME EQUAL TO
WEBFORGE MODEL GTG 25H
FLOOR DRAINAGE UNIT EQUAL TO
S
penne OUTSIDE SHR
TG
TR
UNO
WC
BELOW FLOOR
— SW + Sw -
+ 315 2
id
FLAT UO HOUDINI
SPS R2OGNC VERTICAL DRAIN @
| WITH A NICKEL BRONZE GRATE & 100 @
OQUILET (UNO)
~~ PLANTER BOX OUTLET EQual TO SPS Cid0ARP
,fLOOR ORAIN BODY WITH PVC ADAPTOR
Ae PURPOSE -MADE 1008 SLOTTED RISER
© & INSPECTION GRATE TO SURFACE.
300x300 STORMWATER PIT WITH A LD
GALVANISED STEEL GRATE EQUAL TO TELLAM 3)
P/N 14400. PROVIDE STANDARD SPS TIC 100C
BODY & MEMBRANF CLAMP RING IN. SLAB
AAV AIR ADMITTANCE VALVE
ap ACCESS PANEL
--|PENETRATE OUTSIDE 8TH BATH
WALL BELOW FLOOR
1 EVE! 8 BASIN
cwm CLOTHES WASHING MACHINE
DWM DISH WASHING MACHINE
fs EXPANSION JOINT
EPD ELEVATED PiPEWORK DROPPER
FEL FINISHED FLOOR LEVEL
FWG FLOOR WASTE GULLY
HC HOSE COCK
HCB HOUSE CONNECTION BRANCH
HOG HOT DIPPED GALVANIZED
HWU HOT WATER UNIF
I INVERT LEVEL
10 INSPECTION. OPENING
10s INSPECTION OPENING TO SURFACE
ORG OVERFLOW RELIEF GULLY
RHS RECTANGULAR HOLLOW SECTION
RL REDUCED LEVEL
RWH RAINWATER HEAD
SINK
SHOWER
FEST GATE
TROUGH
UNLESS NOTED OTHERWISE
WATER CLOSET
GENERAL NOTES
1) OBTAIN ALL NECESSARY APPROVALS FROM ALL AUTHORITIES HAVING JURISDICTION
AND Pay ALL FEES QUE
2)ALL WORK SHALL COMPLY WITH THE REGUIRFMENTS OF THE LOCAL AUTHORITY
HAVING JURISDICTION AND WITH THE REQUIREMENTS OF ALL RELEVANT AUSTRALIAN
STANDARDS.
3} CONFIRM INVERT LEVELS AND LOCATIONS OF ALL EXISTING SERVICES PRIOR TO THE
INSTALLATION OF ANY ASSOCIATED SERVICES.
4) THESE DRAWINGS ARE A DIAGRAMMATIC REPRESENTATION OF A PROPOSED
PLUMBING AND DRAINAGE INSTALLATION. USE DIMENSIONED ARCHITECTURAL
DRAWINGS FOR SET OUT OF PENETRATIONS RELATING 70 PLUMBING FIXTURES.
iT 1S THE RESPONSIBILITY OF THE INSTALLER TO CO-—ORDINATE THE ON-SITE
INSTALLATION WIiH OTHER SERVICES INSTALLATIONS AND STRUCTURE
DO NOT SCALE THESE DRAWINGS
5) THE CONTRACTOR IS TO ASCERTAIN THE EXACT LOCATION OF ALL EXISTING
SERVICES PRIOR TO COMMENCEMENT OF CONSTRUCTION AND SHALL BE
RESPONSIBLE FOR THE COST OF RECTIFICATION OF ANY DAMAGE WHICH MAY
OCCUR. THE LOCATION OF EXISTING SERVICES SHOWN ON THIS DRAWING |S.
REPRODUCED FROM LOCAL AUTHORITY RECORDS ETC. FOR WHICH NO OPINION
iS EXPRESSED AS TO THE ACCURACY OF SAME
6) ‘AS CONSTRUCTED’ ORAWINGS— WHERE REQUIRED BY THE LOCAL AUTHORITY- ARE THE
RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL RECORD ALL
CHANGES TO ORIGINAL DESIGN AND ALLOW ALL COSTS FOR THE PREPARATION OF
“AS--CONSTRUCTED’ DRAWINGS.
7)AS A CONDITION OF TENDERING, THE CONTRACTOR SHALL VISIT THE SITE
AND SHALL BE DEEMED TO GE FULLY AWARE OF SITE CONDITIONS
ANY CLAIM FOR VARIATION ON THE BASIS OF LACK OF KNOWLEDGE OF SITE
CONDITIONS SHALL NOT BE ACCEPTED
8) WHERE A PARTICULAR MANUFACTURERS PRODUCT IS SPECIFIED OR NOTED,
OTHER MANUFACTURERS PRODUCTS MAY BE SUBSTITUTED.
SUBSTITUTED PRODUCTS MUST HAVE PERFORMANCE ANDO LONGETIVITY
CRITERIA EQUAL TO OR GREATER THAN THE SPECIFIED PRODUCT
DOCUMENTED PROOF OF SAID CRITERIA MAY BE REQUIRED.
9) ARRANGE WITH LOCAL AUTHORITY FOR A 209 WATER CONNECTION,
AND PAY ALL FEES QUE
70) USE EXISTING HOUSE DRAIN CONNECTION, PAY ANY AND ALL FEES DUE.
SANITARY PLUMBING & DRAINAGE
1) ALL SANITARY DRAINAGE SHALL BE 100 DIA AT 1.65% FALL U.N.O.
2) MINIMUM SIZE OF ACCESS PANELS SHALL BE 600mm X 300mm.
3) ANY FLOOR WASTE GULLY WHICH RECEIVES DISCHARGE FROM & LAUNURY
TROUGH SHALL BE FITTED WITH AN ANTE-FOAMING GRATE SYSTEM.
MATERIALS:
HOUSE DRAINAGE PYC CLASS DW
SOIL, WASTE AND VENT PIPE = PVC CLASS DW
STORMWATER & DOWNPIPES
1) ALL STORMWATER DRAINAGE SHALL BE 100 DIA. AP 1% FALL U.N.O.
2) DOWNPIPE SIZES STATED ARE MINIMUM REQUIRED CROSS-SECTIONAL
AREAS
MATERIALS:
DOWNPIPES
STORMWATER ( UP TO 225 DIA}
PYC CLASS DW
WATER SUPPLY PVC CLASS SW HEAVY UNO
1) CW & HW TO INDIMOUAL POINTS IS [email protected]
2) HW IS 15® THROUGHOUT U.N.O
3) CW TO MORE THAN + POINT SHALL BE 20% OR GREATER
4) EXTERNAL HOSE COCKS SHALL BE SUPPUED WITH 20¢ (MIN)
FEED ANO BE FITTED WITH INDIVIDUAL STOP TAPS.
5) SIZING (EG 200) REFERS TO TYPE 8 COPPER TUBE. REFER
AS 3500.1.2 TABLE 1.1 FOR EQUIVALENT PIPE SiZE IN OTHER
APPROVED MATERIALS.
6) §N NO CASE SHALL A 15® COLD BRANCH EXCEFD 3m IN LENGTH
7) POSITION SERVICES IN CEILING SPACES AND WALL FRAMING U.N oO.
8) JOINTS IN PRESSURED WATER SERVICE PIPES UNDER FLOOR SLABS ARE NOT
PERMITIED
9) ALL IN—GROUND VALVES SHALL BE ENCLOSED IN APPROVED PATH BOXES
10) FLOW RESTRICTION DEVICES SHALL BE FITTED WHERE TAP FLOW RATES
ARE NOT SELF -LIMITING. DEVICES SHALL HAVE A MAXIMUM OF 4 LARGE
WATERWAY PORTS TO REDUCE BLOCKAGES. (CONSERV OR SIMILAR)
THEY SHALL BE USED TO RESTRICT FLOWS TO BASINS, SINKS, SHOWERS
é& TUBS TO A MAXIMUM FLOW OF 9L/S
11) HOT WATER PIPE INSULATION SHALL FULLY COMPLY WITH aS3500.4:2003
SECTION 8. MINIMUM R VALUE OF 0.3.
12) TAP OUTLET POINTS SHOWN ON PLAN ARE INDICATIVE ONLY. REFER TO
ARCHITECTURAL AND/OR END CLIENT SPECIFICATIONS FOR PRECISE OUTLET
LOCATIONS,
13) SNSTALL COLD WATER CONTROLS AND PIPING ON THE INLET SIDE
OF A HWU TO COMPLY WITH AS 3500.4 AND IN ACCORDANCE
WITH THE REQUIREMENTS OF THE LOCAL AUTHORITY
RETICULATE HOT WATER TO ALL FIXTURES EXCEPT HOSE COCKS,
DISHWASHERS AND WATER CLOSETS
PROVIDE A TEMPERING VALVE TO HWU EQUAL
TO RMC HEATGUARD 20.
PROVIDE 65° HOT WATER TO KITCHEN SINK, LAUNDRY TUB &
WASHING MACHINE ONLY. SUPPLY ALL OTHER HOT WATER OUTLETS
WITH HOT WATER NOT EXCEEDING 50°
PROVIDE A 500kPa PRESSURE LIMMING VALVE
IMMEDIATELY DOWNSTREAM OF THE METER
MATERIALS:
ACRONITRILE BUTADIENE STYRENE, TYPE 8 COPPER, COPPER ALLOY
STAINLESS STLEL, POLYBUTYLENE. POLYETHYLENE, CROSS-LINKED
POLYETHYLENE. HIGH DENSITY POLYETHYLENE
WITH LIMITATIONS AS STATED IN AS 3500
ALL HOT AND COLD WATER SERVICES LOCATED WITHIN & CONCRETE SUAS SHALL BE
ENCASED IN CONDUIT FOR THE FULL DISTANCE INCLUDING ENTRIES & EXITS
FROM THE SLAB FACE/ FORMWORK. ACRONITRILE BUTADIENE STYRENE
SHALL NOT BE LOCATED IN CONCRETE SLABS/WALLS.
-
i ~ ~ a)
Ee
/
8 la/rjoot APPROVAL 7 E mB
A_h7/ts/oal TENDER RS __
[Pe ha/11/08 PRELIMINARY T Randall Spice t-
ISSUE, DATE REVISION ~~ t DESIGNED :
’ SPICE CONSULTING
CONSTRUCTION HYDRAULICS CONSULTANTS
yi Ll. PO BOX 1408 BUDERIM Q 4556 bw
Jd J Telephone 07 5445 3888 ow,
QBSA Facsimile 07 5445 3824 Ow |
¢ 1124616 Email ~ [email protected] AHSCA
[cueENT
M&S KAHLER
[associate CONSULTANT MRA DESIGN
DRAWING ;
BASEMENT & GROUND FLOOR
ALL SERVICES
COVER SHEET
SCALE:
|
Al- <>
4:1001 GA
A3— 1.200 2586
PROJECT
PROPOSED RESIDENCE
6 ALLAMBI RISE
LITTLE COVE
STATUS ISSUE
APPROVAL
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalUsed in these records
09/0325 - MCU - Detached House [As Published]Related documentApplication case desk ↗
About this file
- File size
- 8.7 MB (large file)
- File type
No other editions are linked here.
Original file
Log in to download the original file
The download may take up to a minute.