51987.3790.03 - Att 1 Historic Plans

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| THE COCKLESHELL

 

 

 

 

  

 

1s be Ey :
ve VENT COAL.

ye VENT PIPE

we WATER CLOSET

 

 

 

 

1 SENER & SANITARY PLUMBING
STORMAATER DRAINAGE

 

 

 

 

 

 

 

   

 

+: COLD WATER RISER

+ GREASE STACK

oe
@

 

} STACK VENT PIPE
1 HOT WATER RISER

 

#5) Guts PLAN HAS BEEN DESTGNED IN ACCORDANGE WITH THE ,
Sew eRAGE AND WATER SuPPLY 2. \

**) ALL 1O0wm SENER DRAINAGE TO FALL AT 1:60 MINTMUM UNLESS
NOTED OTHERWISE,

 

**) ALL STORMMATER DRAINAGE TO BE LAID AT 1:80 mINiMuMt ,
UNLESS NOTED OTHERWISE, ‘é

 

 

 

 

 

**) ALL. 10'S UNDER CONCRETE TO BE TAKEN TO SURFACE LEVEL,
**) alt 10/sL TO BE INSTALLED WITH 4S DEGREE RISERS FOR :
ADDING PURPOSES, {
+ **) CONTRACTOR TO VERIFY ALL IL'S AND SL'S AND COVER OVER
; ERAINAGE. LINES. ARE’ CORRECT’ AND OBTATNARI-E. REFORE
ComrencErENT
**) ALL UNVENTED SOIL AND WASTE DRAINS TO BE MAX, OF 8.5é

ALL UNVENTED DRAINS TO DISCONNECTOR GULLTES TO BE MAX,
oF 10H.
“*) CONTRACTOR TO CHECK RITH
CO CATH COUNCIL, EO JIOERERETATION OF RY“ Ans
‘**) THESE DRAWINGS SHALI BE READ IN-COMRINCT TOW & TTH 7
ARCHITECTS, ENGINEERS AND LANDSCAPE DRARINGS AND
= SPECIFICATION,

 

 

 

 

**) ALL HOT AND COLD WATER LINES TO, INDIVIDUAL FIXTURES TO
Be 15 AND ALL SUPPLY LINES TO H,W,U) To BE 70MH,UNLESS
OTHERWISE NOTED, j

 

 

**) ALL INDIVEDUAL CONTROL VALVES TO FIXTURES TO BE 1SMM

UNLESS NOTED OTHERWISE,

 

**) PROVIDE EXPANSION JOINTS AS AND WHERE DIRECTED BY THE
COUNCIL AND AS REQIURED BY THE BY-LAKS,
2) BUILDING)APPLICATION'NO, vessreetereeseeeeeecsatanens

 

**) AL SEWER DRATNAGE! SHALL BE: i e
(1) SEWER DRAINAGE SHALL BE PVC PIPES AND FITTINGS
(as 1260)

ALL. SANITARY. PLUMBING SHA.

) 4
(1) Pvc PIPES AND Firtines (as 1415)

 

 

 

 

 

*)

 

 

(as 1260) As NoTeD.

 

 

 

ALL STORMWATER DRAINAGE SHALL BE PVC PIPES AND FITTINGS j

 

 

 

 

ALS DORNPIPES SHALL BE PVC PIPES AND FITTINGS OR AS:
(1) SPECIFIED BY THE ARCHITECT,

THOMAS ST. **) ALL WATER RETICULATION SHALL BE:~ ‘
(a) EXTERNAL TO BUILDING - HIGH DENSITY POIYETHELENE
-RGROUND

pipe (as 1159) ann TITA
GUNMETAL FITTINGS, (RED

 

 

 

 

SITE PLAN. THIPBLE BLE RING)
SCALE | :400 INTERNAL TO BUILDING ~ »PER_THBE AND FITTING:
‘As 143? TYPE B) -
ORawiNG
aie BRIAN BURNETT

   

JH. HOOTON PTY. LTD

 

ismand ASSOCIATES

HYDRAULIC SERVICES

 

    

HYDRAULIC. CONSULTANTS

 

 

         

SUNSHINE COAST 43 THE ESPLANADE

   

ARCHITECT

 

 

 

TRACED ‘CHECKED

 

[DRAWING NO. ‘AMEN.

 

 

 

405 -1- 8

   

C ©. PORTEOUS. B. BURNETT

 

 

ALAN STARKEY & ASSOC.

 

 

 

 

 

 

 

 

 

 

 

Page 4

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

THOMAS ST.

SITE_PLAN,
SCALE | :400

   
  
 

 

AMEN PROJECT

- JH. HOOTON PTY. LTD

CLIENT

 

 

NOOSA ISL/

 

 

 

 

 

 

 

 

; ARCHITECT z
j —s ALAN STARKEY & ASSOC.
| nh a oir =k: —

NORTH POINT

 

Page 5

TEST GATE F
VENT COWL

VENT PIPE

WATER CLOSET

SEWER & SANITARY PLUMBING
STORMAATER DRAINAGE

COLD WATER

=a HOT WATER FLOW
---------- : VENT PIPE

Seeeceteteeceder PIPE CAST IN SLAB

 

> : PIPE RISER OR DROPPER
——O ; SANITARY FIXTURE
+ ———- —® ; WATER FIXTURE

i)

CONTROL VALVE
COLD WATER RISER
+ GREASE STACK

e—_—__— + STACK

1 STACK VENT PIPE

(Awr\
‘ HOT WATER RISER

 

BRIAN BURNETT
eand ASSOCIATES.

CA HYDRAULIC
SUNSHINE COAST

CONSULTANTS
43 THE ESPLANADE

 

**) THis PLAN HAS BEEN DESIGNED IN ACCORDANCE WITH THE
SEK ERAGE AND WATER SupPLY Act 1982,

**) atc 100MM SEWER DRAINAGE TO FAI AT 1:60 MINIMUM UNILESS
NOTED OTHERWISE,

*#*) ALL STORMWATER DRAINAGE TO BE LAID AT 1:30 mMINTMUM
UNLESS NOTED OTHERWISE,

**) ALL 10'S \NDER CONCRETE TO BE TAKEN TO SURFACE LEVEL,

**) alt to/sL TO BE INSTALLED WITH 45 DEGREE RISERS FOR
RODDING PURPOSES,

**) CONTRACTOR TO VERIFY ALL IL’S AND SL’S AND COVER OVER
- DRAINAGE LINES ARE CORRECT AND OBTAINABLE BEFORE
‘ COMMENCEMENT . ;

**) ALL UNVENTED SOIL AND WASTE DRAINS TO BE MAX, OF 8.5m
ALL UNVENTED DRAINS TO DISCONNECTOR GULLIES TO BE MAX,
oF 10m,

**) CONTRACTOR TO CHECK WITH:

Cr) CHTY, COUNCIL FOR INTERERERATION OF RY-!AKS

Ll aa

**) THESE DRAWINGS SHALI_ BE READ IN COM MINGT ION WITH THE
ARCHITECTS, ENGINEERS AND LANDSCAPE DRAWINGS AND
SPECIFICATION,

**) ALL HOT AND COLD WATER LINES TO INDIVIDUAL FIXTURES TO
BE 1SMM AND ALL SUPPLY LINES TO H,W,U To Be 70MM, UNLESS
OTHERWISE NOTED,

**) ALL INDIVIBUAL CONTROL VALVES TO FIXTURES TO BE 15MM
UNLESS NOTED OTHERWISE,

**) “PROVIDE EXPANSION JOINTS AS AND WHERE DIRECTED BY THE
COUNCIL AND AS REQIURED BY THE BY-LAKS,

**)— BUTLDINGHAPPLICATION NO, cissereterrseretanesenetnaens

**) ALL SEWER DRAINAGE SHALL BE: dep ee
(1) SEWER DRAINAGE SHALL BE PVC PIPES AND FITTINGS
(as 1260)

**) ALL SANITARY PLUMBING SHALL BE:

(1) pvc PIPES AND Firtines (as 1415)

**) ALL STORMWATER DRAINAGE SHALL BE PVC PIPES AND FITTINGS
(as 1760) AS NOTED.

**) ALL DOAKNPIPES SHALL BE PVC PIPES AND FITTINGS OR AS:

(1) SPECIFIED BY THE ARCHITECT,
**) ALL WATER RETICULATION SHALL BE:~ s
(a) EXTERNAL TO BUILDING - HIGH DENSITY POLYETHELENE
AND UNDERGROUND ~ prpe (as 1159) ann TITA
GUNMETAL FITTINGS. (RED
THIMBLE BLUE RING) .
INTERNAL TO BUILDING ~ COPPER TUBE AND FITTINGS
ra (as 143? Type 8B)
DRAWING

HYDRAULIC SERVICES -

 

 

 

ee

 

 

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