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

 

  

          

 

oe Colourbond roofing fixed to (W50 N3)
aT Approved type battens fixed to (W50 N3)
La Rg (05S a Batten
8 Mtrs above Notural ground ——_»_—- [Type 17 Nol4 50mm screws
Top Plates 2/45x90 MCP10 _— 5° pitch ee roof frame to be designed
Studs 35x90 MGP10 @ 450 crs By Engineers and Monufactures

To W50 N3 wind categor

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 
   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

              

 

      

 

   

    

 

 

 

 

 

 

 

 

    

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

12mm tie-down rods 1200 ers max 30mm gal looped strap to top plote
host oneal ype barge MGR2 @ 450 ers | 4/Approved type tek screws or nails per leg
4/30x2.8 nails per leq |
Bottom Plates 35x90 MGPI0
16mm Comp FC sheet wet sealed & tiled B l Approved type flashing fixed to wall
Deck Joists 245x45 Hyne LGL | S og ;
External grade @ 450 crs a | Fas he te pot alate ara MGPI2
\ . . urlit ole plate using
Fall to outside 600mm o/nong | Kitchen designed by others Approved Lype hangers
Approved type glass balustrade [ - 4/30mmx2.8 nails each leg
—" | Fi—— Pole plate 140x45 Hyne Araucaria MGP12
—— — - > AG al qe 1/90mm No 14 type 17 screw every 2nd stud
es \ fol, Dining i 1 —_ ————Porapet wall
7 . Woo 7 | 3 ES : = a St Lintel 245x65 Hyne LGL
Co See, : © — aN 4 -——— UB to Engineers detail
ana : + \-f - ye - atte =| Double Posi-Struts
[Runing root \ i Wb =F Posi Joists PJ30-70 MGPI2 @ 450 crs
- Approved type hangers to beam
; | g 4/30x2.8 nails per leq
‘1! | 300x85 Hynebeam 21C con /span ———+ S 4800 Ponel~lit d
. : ~lift door
Replace Balustrade with = Determine height on site
Approved} glass balustrade | Existing brick veneer wal ° Proposed ENS | ~ | — Proposed slab 800mm above existing
/ ait a | . TL = 25mm rebate to garage floor for door
, LHL . — — —<l (== Approved type metal grate & droin
of |. Proposed Bed 1 __ ate f. oN Drive way to Local Authority Detail
a el 4 - —
ee x} |_| Approved type fill _ L -——— Block retaining 600 above existing slab
: Existing Patio Existing Concrete floor _ _ | att — — —~~~——--~ === —s eH To Engineers details ,
: " 4 tt ~~ Existing slob ea T ~~ - Connection to existing footing &
J - . - oT Natural Ground oe Slab to Engineers detail
r~—§FExisting Retaining wall CT ao |} “~—— Existing Footing
o = — TEP} Black retaining wall & footings to
S aT - Engineers details
rl ~ - Footings slab & connection to existing slab to Engineers details. Termite
aa protection to AS3660.1, 200um polyfilm to underside of slab. 50mm clean
ae sand fill under stab LIC No 077586
istit j —_— isting |C te fl , a=
Existing Patio} Eb Existing Concrete Toor NOTE: Builder to determine all dimensions on (AD sez
a Site to coincide with existing building ————
a Reol isting SHS post & patio refer to Engineer Builder to ensure the 8M max height ADRIAN BAKER COMPUTER DRAFTING
in i . es! en io esi ao mision
A Siepiace Ground” Pp p : Above natural ground is not exceeded Office 1, 36 Duke Street , Sunshine Beach , Queensland
: Ph: 07 5447 3372 Fax 07 54473416
TYPICAL SECTION B/B SCALE 1:50 (REFER TO ATTACHED STRUCTURAL ENGINEER CHANGES) EMAIL. — abok5400@bignond netau
LOT No 78 SHIRE OF NOOSA
DATE: Drawn
02/03/2007 SCALE 1:50
CHK. BY [DWG. BY
7 ABaker_|SHoRN JSHEET No 7 of 9
PROPOSED TIMBER FRAMED UPPER FLOOR ADDITION & ALTERATIONS TO EXISTING BRICK DWELLING [ree No 0606S
FOR:— TONY JACKSON OF AJJ DEVELOPMENTS Lot No: 78 25 ARKANA DRIVE NOOSA HEADS DESIGN STRENGTH W41 N3