09/0325 - MCU - Detached House [As Published] · 132009.325

 

 

 

 

 

 

 

 

         
  
 
 
 
   
    
   

    

 

  
 

 

 

 

  
   
  

 

 

 

  

   

    

 

 

       

    

 

    

 

  

 

 

 

 

 

 

 

 

 

   
 

 

 

 

 

 

 

 

 

 

   

 

 

 

    

 

GENERAL FINISHES SCHEDULE |
CEILINGS. [MRA Desig i PowedsyPiTUDjubiaix no 113515
13mm GYPROCK FIXE 0) TO PINE BATTENS In ; a op +
AAN MANUF SPECS [1/33 Premier Circutrt
SQ SET SHADOW LINE CORNICE THROUGHOUT iKawana Junction
WALLS. JOmm GYPROCK U.N © FIXED IN AW MANUF Queensland 4575
SECS £ _ - . 27,190 £
3 5 ! . : iP if Of 5493 5908
SKIRTING :
SHADOW LINE TYPE SRIRTING FLUSH WITH 4 ~ - ~ a oO — 19820 - 4s, 208 a If /f O07 5493 697
§ 3 ( 1190 : ' 5 69714
SYPRUCK L Ss
GYPRUC! A 7 1/,860 CE af iE/f admin@mradesign com au
SOFFITS HARDIELEX VILLABOARD SIT IN AAW MANUF : 18,830 L190 | .
SPECS x Sa Toes ~ ee a TO To A TT rere en IAMENDMENT SCHEDULE
(NO JOINING STRIPS TO BE USED) : t .
5 ° - i
SHADOW LINE AS DETAILED - | | I AMD | DETAILS | DATE
1 oie -
| | Workung Dran 2148-08
awe | | ng Drawings
INT DOORS 2400 HIGH U NO HUME “READY COAT” WILH yyy . a pee ee -\- x |
GLOSS PAINT FINISH OR OS —= oe = _ — I pre ob LA I Bane eb pun ats neyoniere 2f 08
| : a 1 | { tom i
tog : : : ! t pa
WINDOWS ALL WINDOWS TO HAVE ANODWEL FRAMES UNO i ' ! 3 i Pp yi | i b tawadtbetih tomer | 2212-08
PILKINGTON “EVER GREEN’ GLASS 10 BE = a : 1 i 8 1 ¢ Gaysbpnsua ay ats (stemoande #6 01-09
INS FALLE 0 IN AW AS 1288, 3 8 : i 2 I wy sebsdianal Gauge Masry tk
N “4 WoPays / 4.9AatedPadtes i 302
FLOORS TLE D FINISH WHERE NOTED TO Chit NIS SPECS ! ! il y 14 v Weta my 13.02.08
CARPET AS NOTED ON PLAN TO CHENTS SPECS . 2 { ~~ |
' : if i ! :
ENTRY * . I Bike Storage : it r |
STEPS 4O Bt HONE D (SURFACE AND f OGES) & SEALED * | - — —- | | | i j !
WIIH AN APPROVE D NON-SLIP SEALER | & eo | i { !
GRATE ol | / he 9] Storage \ - i co .
oRAINS Slo [‘Tiatcnednree tocatento: Poot |
% © Devoles Ei s I 1 t
INTERIOR i ont = [Siam mt genre: | i . > y Sl i
IST s SSS a 3 3 >
nattsatinmagagttss or : } Ce sot , WE ae | |
x el Car 1 Car2 RN ae : of” '
booKS 2400 HIGH ANODIZED ALUMINIUM FRAMES WITH ah H Sei Dn - POTN) Ba ‘ i GENERAL
aH ANODIZE f 3 my Truck Park gee Ve i | | PLAB AND f OOTINGS FO Bk IN STRICT
TRANSLUCENT GLASS INSERTS 2 it H a ' vosebe Myer as 2 i i ACCORDANCE WITH ENGINEERS
- 9 2 Hora bo = g ! SPECIFICATION
LiFT SCHINDLER 3300 1200X2100 CAR 2900 HEADROOM a & oy “ i! YI DIMENSIONS £0 BE CONFIRMED ON SIDE
. Si ~ © PRIOR 10 CONS FRUC HON
HONE D = x if x x SHOWLK & DOOR TRACK RECESSES 10 OWNERS
CONCRETE am ’* i te suowoo Coneqe . ol SE CIFICAHONS:
FLOORS/STEPS 10 OUIDOOR LIVING AREAS WHERE NOTED: 8 cates cs yt mH { i BLAB HEE 250mm » GEOUND ESL | .
SEALED WITH ANAPPROVED WAIER BASED of “I Ste So ! i GRADE t ARTHWORKS AROUND SLAB 120 AWAY
SEALER 10 ENGINEE RES SPECS ot Hea Aare id | FROM SLAB
Oe a : ie * CONHIRM WITH OWNER I TAP IS REQUIRED
| BEHIND FRIDGE
FEATURE WALLS ¢ i|
°
ol SLAB
9 i | ‘
HONED t es x eee ! : x ! SHOWER & DOOR TRACK RECE SSUS TO OWNERS
MASONRY HANSON “VOLCANIC ASH 5 [ACK BONDE D & 3 s ® a2 i 3 SPECIFICATIONS SLAB HT earirGHOUND ESL
REINFORCED TO ENG SPECS SEAL WITH sl 3 « aa 1 9 GRADE EARTHWORKS AROUND StAB 4 20 AWAY
AN APPROVED CLEAR WATER BASED St ALER ; 2 Z| BE | o FROM SLAB CONFIRM WITH OWNER It TAP IS
ak Fx ' co! REQUIRE D BEHIND FRIDGE CONFIRM WITH
- i i eel a8 o JWNER IF GAS IS REQUIRED
OFF FORM i ag B t Be |! i
CONCRETE . eel asemen ge i a gh | VANITY
WALLS WITH AN APPROVED CLEAR WATER a AS Qi One Saris [saves Sue ge pi >} ; a al | a a . ; 7
D SEALER 2400x900 FORM PLY 7.0 Be a ¢ “3 “I Sz 82 He 523 = | 7 ot of st ' Vani YRASIN PLUMBING SHALL BE CONCEALED
USED TO CREATE | EATURE DE TAIL IN WALL | x a SeEE $47,200 au2 2 | i i pNcwentr LOW FOR SUSPENDED) WALL
gah zy . | | 3
: az Be i if ' i
| f ge i i LANDSCAPE
~ ptt a | A gl |
WINDOW LEGEND { | eertoove | | Feerrooee | {7 tu ane - i _ i! Jug % hot ENSURE APH ROPHIATE LANDSCAME AGAINST.
Sw DENIES ALUMINUM FRAME SLIDING WINDOHY I j i i Soe ee SR JOUSE FOOTING ° Sue a ps cuccen eet
sD DENOTES ALUMINIUM FRAME SLIDE GD00R 5 i ‘S ‘ m > ‘ a S
DH DE NOLES ALUMINIUM FRAML DOUBLE HUNG WINDOW Z 2 < PZ =zzt ra a a tz Z vr 2 c ar -- ae - eee wee eee - aN ok > yy HEAVY WATERING WH 1 COMPROMISE THE
: « Cormrate Magonry Block Wai : of 2 s
AW DENGTES ALUMINIUM FRAME AANING YANDOW AM tim, Specs 3 FOOLINGS
CASE URNOTES ALUMINIUM FRAMED CASEMENT WINDOW ; 9p Prove randge in AW AS oe it : a 8 (TERMITE PROTECTION
1G ENOTES ALUMINIUM FRAME FIXED GLASS WINDOW igo 1,800 | 1,650 1190 6,440 400) | 5,910 A 190 |} 2,600 Yr |
Ww DENOLES ALUMINIUM | RAME GLASS INSERT LOUVRES ON Af ME : - wa LR MA 70 1h LICENCED CONTRACTOR 10 PROVIDE
MV DENOTED ALURHIIUM FRAME METAL INSERT LOUVRE S _ . Ske Boundary SU-UOUOL 47 S56m 1,990 2001 !.1190 _ tb . . _ . . 22,026 a _ _ _ 1904) 1,205 a 136 A _ ee _ VeERMITE BARKIER TO Pt RIMETLR OF
ay DENOIED ALUMINIUM FRAME CEDAR INSERT LOUVRES — ~ . £ AA | th | PLAB AND ALL PLINET RATIONS IN
OBS ULNOTES OBSCURE GASS 5004 = 1490 | | 22.600 i \ 2.600 i ACCORDANCE WILH AS 3660 1, PARI
TRAN CENOTES TRANSL UCENI GLASS BE 2G por . a ANE 4 NOTE : Refer To Hydralic Consulants Drawings BA 3.00 THE BCA AND RELEVANT
IMPORTANL CONHRM ALL WINDOW SIZES ON SIL PRIOR 10 ORDERING . \ or 1 i 7 AMENDMENTS
IMPORTANT ALL AMUNINIUM FRAMES TO BE CLEAR ANOOZED UNO Ho - Te ee AO ee I — = pg For Grate Drain Positioning *ATTACHMENTS 10 Bull DING SUCH AS
IMPORTANE ALL GLASS 10 BE PIUUNGTON EVERGREEN® UNO | ' ° DOWN PIPES MUST HAVE ANOMINAL Gar
, . . _. 14,056 Dim Setout 800

 

FO ALLOW CLEAR AND UNINT ERUPPTED
VISUAL INSPECTION ACCROSS PHE
INSPECTION ZONE

# STRUCTURES SUCH AS STE PS,

EP RANDAHS, PORCHES, AUCESS RAMPS,
CARPORIS, TREULISES, UECKS, HOT
WAIER SYSTEMS, AIK CONDITIONERS,
OR THE LIKE WHICH ARE NOT PROVIDED
WUH ONE OF THE HARRIER SYSTEMS
Dt SCRIBED IN FHIS PART MUST BL
BUPARAT ED FROM THE BUILDING BY A
GAP OF NOT LESS THAN 2mm, 1O
ALLOW CLEAR AND UNINTE RUPPTFL
WISUAL NSPE CLION ACCRUSS THE
INSPECTION ZONE
OVHE RE AL TACHME NTS OR
BI RUCTURES AS OUTLINE D ABOVE ABUT
A BUILDING AND THERE IS NO CLEAR
GAP, ABARRIE KK MUST BE PROVIDED TO
THe AVTACHMENT, REGARDLESS OF THE.
BiZt OF THE ALTACHMENT
ABARRIL RS MUST NOE Bb BRIIGED BY.
STRUCTURE S, FILINGS OR OTHER
AL FACHLD TO THE MAIN BUILDING, NOR
SHALL THEY BL BREACHED BY THE
INSTALLATION OF SERVICE ENTRY POINT,
DOWN PIPL S ADDITONAL SLABS AND
PATHS, 1 ANDSCAPING, GARDENS OR
SIMILAR UNLESS ADDIHONAL BARRIERS.
ARE USED IQ ELIMINATE CONCEALED
3 BY TERMITES 10 THE
URE

ALL JOINERY 2400 HIGH UNLESS OTHERWISE NOTED

a) © oO o

mw - Mechanical Vent
8.0 - square sel opening
Loh - if off hinges to all wc.
sabe - Smoke Alarm Hard Wired i i :
Tt Man Hard Wired Dimensioned Basement Plan 1:100

hei - Placement For husecock

 

 

4 en 4,220 } 1,900 4 3,390 4 : 19,020 f 2,790 ;

   

 

200

   

190
—

  

 

200, 11,280

 

 

10.196

 

| AREA SCHEDULE

BASEMENT

| INTERNAL FLOOR AREA 330 emt
! GROUND FLOOR

INTERNAL FLOOR ARCA 296010?
OUTDOOR LIVING (owered) 30 06m?
PORCH Sham?
i UPPER FLOOR gnccunms vou)
INECRINAL FLOOR AREA, ~ 200 36i
HALOONY 300i?

5,910 400, 7,230 190
a

 

7,510
rc
|
Hl

  

300800 Cenerete 5 WOx800 Concrete
Colums To Eng ‘Specs Cohan To Eng Specs

14,806
mo
14,500

iy

 

 

TOTAL (uprt k, LOWER & BASE MENT)

67 58m?
ee
0 1 2 3 4 5
| Consultants

\
(Cevtechrical Colley Geotechnics 54 4s4gz

 

 

 

bP

tilt lenin,

819

gineering Enipae Engineering 4 seasr

ah

Hydiaulic Spice Consutting $4 45s

Marte

Surveyor Don Colston ane:
| Burides

, Clasique Homes

| Client

iM & S Kahler

| Project Description

| Proposed Residence

| Site Address

Santee Brae

secre

 

 

 

Tc

 

 

   

    

 

  

soo. i, 1,490 __ 22,600

2,500

s-

Lot2 No 6
i Allambi Rise
-Littie Cove-

These drawings remain vopynghl of MRA Design, and
| may fot be used in part orn whole withoul witlen
! consent by the author

 

27,190

ede

   

I 2,000 Bb 8,500

 

 

L P : DRIVEWAY SLOPE ANALYSIS : 2 it
: * : Nominai Only Eng Design To : ot
mee

: - ee . Take Preceder :
Scale

_ Working

s Drawings BA
: Drawn. CH | Checked By MR

Date. 25/02/2009

vai

   
  

Project No.
Job No

Drawing No
30f9

  

Basement Slab Setout ; ; 1:100

Plot Date 25022009

 

 

 

 

 

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| 2008/050 -C
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