07/0545 - Preliminary Building Works assessable against the Planning Code [As Published] · 172007.545

 

 

 

Bottom Plates 35x90 MGP1O | 29 |
Bi Beorer 295x85 Hynebeam 17C con/span | fa |
wo a :
i “oO, t= Railing to owner] |selection I
16mm Comp FC sheet wet sealed & tiled v4 =
Deck Joists 245x45 Hyne LCL | a K —r lr -
External grade @ 450 crs - | Te { 3
Approved type hangers & framing anchors voy aH co t— 2/300x45 Hyne LGL joists
3/30x2.8 nails per leg \ f w a Over entry way
{Awning roof ~H : = Ti a LJ fl H Uy L \ U |i
90x90 Gal SHS post
Replace Bhlustrade with <= Approved type balustrade Proposed aaraae _
Approved lass balustrade T] LL To go on stairs P gorag Existing block retaining wail
[ < i
NS o
f ran ‘ , a { 7
, s —
» Existing Patio“ x lf aot
“ + t LI oe
Existing slab WI? Proposed stab “Sh \ ae
Stairs to comply to BCA Part 3.9.1 [Ay a “ Posi Joists PJ30-70 MGPI2 @ 450 crs
Balustrades to comply to BCA Port 3.9.2 CY “ wd ae ”
go ae : : . .
3 _—_ aw Existing Brick veneer wall — Footings slab & connection to existing slab to Engineers details.
“ _ = _- Existing stoir wel To be removed Termite protection to AS3660.1, 200um polyfilm to underside of
y 2 slab. 50mm clean sand fill under slab
oo 4
Lo “ LIC No 077586
Natural Ground “~ Replace existing SHS post & patio refer to Engineer ADRIAN BAKER COMPUTER DRAFTING

—

—

PFC Steel roof structure to be designed
By Engineers and Manufactures
To W50 N3 wind categor

30mm gol looped strap a top plate
4/Approved type tek screws or nails per leg

Top Plotes 2/45x90 MGP1O

Studs 35x90 MGPIO @ 450 8

Mi2 Tie-down rods @ 1200 crs OK

   

3° pitch

8 Mtrs above Nature! ground ——__—- ~~

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

        

Kitchen designed by others a

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

4 | NOTE: Builder to determine oll dimensions on
Site to coincide with existing building

Builder to ensure the 8M mox height
Above natural ground is not exceeded

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Studs 45x90 MGPIO @ 450 crs
————When studs greater than 3200mm in height

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

TYPICAL SECTION A/A SCALE 1:50 (REFER TO ATTACHED STRUCTURAL ENGINEER CHANGES)

 

 

 

 

 

 

 

 

 

 

 

 

 

Residential

Ph: 07 5447 3372

Office 1, 36 Duke Street , Sunshine Beach , Queensland

Design Division

Fox 07 54473416

 

EMAIL: — [email protected] au

 

 

 

 

PROPOSED TIMBER FRAMED UPPER FLOOR ADD

ITION & ALTERATIONS TO EXISTING BRICK DWELLING

 

 

 

 

FOR:— TONY JACKSON OF AJJ DEVELOPMENTS

Lot No: 78

25 ARKANA DRIVE NOOSA HEADS

LOT No 78 SHIRE OF NOOSA
DATE: Ds

02/03/2007 SCALE 1:50

CHK.

CHK. BY TONG. BY) SHEET No 6 of 9
REF. No 0606S

 

 

DESIGN STRENGTH W41 N3