08/1927 - MCU - Detached House - Part 1 [As Published] · 132008.1927

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» PROPERTY

| DESCRIPTION
lor 23
PARISH; WEYBA
COUNTY: MARCH
AREA: 1123 SOM

 

“AUSMAR

   

 

SP 188268 *
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. InnOVaTIFEBY DESICR

  
         

1m HIGH MAX TIMBER
SLEEPER RETAINING WALL
BATTER AS REQUIRED TO
MAINTAIN HEIGHT

 

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PROPOSED RESIDENCE
= 7a

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5000L SLIMLINE WATER TANK
TO BE INSTALLED TO LOCAL
COUNCIL REQUIREMENTS.

   

FFL 10.75,
ey

—_ pe

REF - REFRIDGERATOR SPACE

       

LEGEND - INTERNAL <REVISIONS

AP - APPLIANCE CUPBOARD
BC - BROOM CUPBOARD
C’BO - CUPBOARD

OP - DOWNPIPE

DW - DISHWASHER PROV
PA - FLOOR ‘NASTE

D0 Doa 418
cooroy q 4563
p 10715442 6413 used in pan or in whole without
4 (07) 5442 6549 | the writien consent of the author !
QBSA 1083000 ©2006 Ausmar Homes!
WRITTEN DIMENSIONS TO TAKE
PRECEDENCE OVER SCALE

| Thus plan remains copyngnt io

| Ausmar Homes and may not ba | HP HOT PLATE

HWS - HOT WATER SYSTEM
L- LINEN

MH - MANHOLE

MW . MICROWAVE PROV.
OHC - OVERHEAD CUPBOARD
PTY - PANTRY

 

 

 

A z 1 18-04-08 W:D REV 1
Uy $2 99-09-083 CLienT REV
<3 29-06-08: aeck aocen WIS rev F
WO - WALL OVEN“ i 5 7 :

 

 

 
   

 

! UBD REF

DRAWN BY

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ower
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RL (1) kerb

Nail
from PS
14 RL 27.97,

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184

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t————~ CONCRETE ORIVEWAY {O LOCAL
COUNCIL REQUIREMEN#S

 

E 5 | PROJECT DESCRIPTION:
45-02-08" WORKING DRAWINGS! Proposed Residence For:

D CARTER

M/H Not Located

Stormwater

GULLY TO BE RELOCATED
BY BUILDER

T
1 MR. K. & MRS. S. YENDELL

 

| LOT 23 GROSVENOR TCE
; NOOSA HEADS

 

 

 

DESIGN IN ACCORDANCE WITH THE QUEENSLAND HOME
BUILDING CODE, AS 1684.23 CLASSIFICATION, BUILDING
CODE OF AUSTRALIA AND THE STANDARD BUILDING BY-LAWS.

GENERAL NOTES

ALL MATERIALS SHALL BE NEW.
2 FOOTING: TO ENGINEER DETAILS.
FOOTINGS TO HAVE SOLID BOTTOMS:
AND EVEN SEARING THROUGHOUT
i. SLAB: TO ENGINEER DETAILS.
UNDERLAY WITH 200mm POLYTHENE
WATERPROOF MEMBRANE AND ALL
PROTRUSIONS. CAST ON 50mm SAND
BEDDING ON APPROVED FILL.
CONCRETE STRENGTH TO BE 20MPa
AT 28 FAYS. USE TERMITE CONTROL
AS PER BUILDERS SPECIFICATIONS.
4 TIMBER FRAMING: ALL FIXINGS AS
PER CONNECTION DETAILS AND GOOD
WORKMANSHIP,
5. LININGS: AS PER BUILDERS SPECIFICATICNS
6. ROOFING: COLORBOND METAL SHEET
ROOFING OR CONCRETE ROOF TILES
‘OVER AN APPROVED SARKING MATERIAL
AND FIXED IN ACCORDANCE WITH THE
MANUFACTURERS SPECIFICATIONS.
1 PLUMBER AND DRAINER: TO LOCAL
AUTHORITY REGULATIONS.
4 ELECTRICIAN: TO LOCAL AUTHORITY
REGULATIONS.
a BRICKLAYER: GALVINISED WALL TIES
1 ROW AT 2 COURSES ABOVE FLASHING
UNE AND 1 ROW IN THE SECOND LAST
BEO JOINT FROM TOP OF WALL AND @
SO0ers. IN BETWEEN ON EACK STUD.
PROVIDE WEEP HOLES @ 900cr.. ALONG:
FLASHING.
ALL WET AREA FLOOR AND SHOWER FLOORS
TO COMPLY WITH B.C.A SECTION 3.8.1.

BUILDER TO CHECK AND CONFIRM ALL
MEASUREMENTS PRIOR TO COMMENCEMENT
OF CONSTRUCTION. 00 NOT SCALE DRAWINGS,
WRITTEN DIMENSIONS TAKE PRECEDENCE AT
ALL TIMES. STORMWATER THROUGH P.V.C.
PIPE TO.LOCAL COUNCIL REGULATIONS.

NOTE

 

 

ALL PARTIES
INJTIAL HERE

(A

| SCALE 1
i 12200 ij
} DATE t
1. 98-09-08

SHEET 1 OF 14

 

 

 

 

 

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