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10/0662 - Operational Works [As Published] · 142010.662

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16920

 

 

4300 £500 4040 1000
90, 990 190 6120 ‘80, |
2190 i, 1130 90 2800 2,
8790 ag) 3000,

 

 

 

 

 

 

 

 

 

 

 

      

 

 

 

 

 

    

  

 

 

 

 

 

 

 

 

 

rs ae] pa 2001200 hud tbr Column
a emt eT ELELLLIE ANG i Epcot ee
3 = aH deck joists
Bla | N 11 1 8430090 Smaroisty Lata $00x45 MGP
eg} asuceiats ROLL PIPL | 1 Psa Sap ere
g peated bearer ror et Eee Wy diverts
_ 100145 MGP12 H3 treated pL iit \ ~ tone
duck joists at 450c/8 y | TT [ | LM 13 tearer
a 7 boy (RESSSRHT «1 11 Tp — 2380 Si cate
s 3 to Engineers detail
* w 7 WET ladda |] ewa
7 , ey Saeed | | YL
@ | Reporte / Ed cease
rg 8 , 7 height 1
2 , |_| {RL 15.838) BCom” Ralforoad concrete
Es 7 / (a Le eee tne
¢— Raingorced concrete stab & f)\ 7 “
3 pehenarntr Cc 3 7 Separation wall

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

2560
wl 2380_159,

T
Sel} 1170. , 1056
370

 

 

 

 

 

 

 

 

3ub

1700,

 

 

 

 

 

 

 

 

 

 

 

 

160

 

 

 

 

 

 

 

 

 

 

sans Ergroes deed
oo! aw _| 5850 | oo
5120 190) 1040 1190
asal 500 $0 oss yop 955%, a0
410 1750 ama0 50
16920

 

 

 

SUB-FLOOR FRAMING PLAN

81200 44 Smartuoist

       

side fed to Marutacurers deta t
30036 Smartrama LM. 13 50090»
61200 44 Smarticist {nine with sido fixed floor joists: ‘SmarlJoist floor
sido fixed to Manufacturers deta! pists ot 4506 200200
190545 140035 190n45) ° Had Corn
81800 $0 Smaruoist a wart:
hoot joints 81 450chs

 

           

 

19045 MGP12 1 bested
| We 5 dock jot at 450s aide
reeue ' 37 ‘fixed lp bearer

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

14035 tet b—
‘SHS eokumn to
MGPI2
Engineers dotall
1435, a
Stoal boam 10 Wori2} | LM ‘Smartlaist
ee, ot Fe see
P< bt Manutacurere det
WES a ~ o>
90145 MGPI2 Refers al 600c/8 wih Ka yo Tt ‘SHS colunn 10
(Faded bation supporting SramitXRW ||" cpp Ercners ds
soups oct sheeting 7 =| 19045 UGP12
SHS cole ta C7 ZS Wind bear 19015 MGP{2 HO peated
Enginecra dotad — \ (HL. Ww deck joists at 450c/8
teed eet sat —
fe Marutactrers --
o> a
3

90 x 45 MGP12 Ratters a1 600c/s with graded battens.
CColotbond flashing over 22mm Yetowiongua support

Sted beam to Engingers detail
‘SHS column's to Engineers data

Termite Protection

The muxply of tanks sieel mesh by Term-Mesh
tobe insted 1p marutacarers specticsions by an
sccrecied technician in accordanos withthe curent
AS Meh and BCA 3.1.21, Mata Tenuta
dleararce b extern paveg below all wnep holes,
ing penmeter spray recommended

     

 

: RE iscann tarmac

90 x45 MGP12 Rafters al

 

 

 

 

190x45 MGP12
Sklofzad Firat sapporting Srumit XRW
Lariing 140145 MGP 12 sortugated roo! sheeting
Joists at 4508
& wang
Landing
MGP12 baare
‘Entry porch: 14x45 MGP12
Ha reated joists al 450cKs

 

 

 

 

 

 

 

 

 

 

 

 

 

FLOOR FRAMING PLAN

=

 

 

 

 

 

 

 

 

NOT FOR CONSTRUCT

 

‘Ak work ghall comply with relevent Avttrmsin
‘Standards and Local Govemment By Levet

‘AM dimensions ta be checked on eta Prior to
‘commencamant of work.

Oo not Scale from demwinga. Une figured
mansions onty.

 

DESIGN WIND VELOCITY W2

 

 

TERRAIN CATEGORY | ni
AUTHORITY a

 

  
      

 

Q.8.S.A, No. 065414
LINDUGHT HOLDINGS PTY, LTD. ACN 0

burleigh design

 

A Pron Bt 2155
HP ex: (07) S501 2108
TATE
4

{FRAMING PLAN

CENT

NR € TOKOVIC

 

 

PROPOSED DUPLEX

13, Grant Street

Noosa Heads
Sheet 5oOf9

08-3781

 

 

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