11 Mimosa Street plans showing exisitng original cross-over

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 
  

 

 

 

 

 

 

   
   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   
 

   

 

 

 

 

 

 

 

 

 

 

 

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GENERAL NOTES =a [88] fs
eSeCHb
All work is to comply with the Building Act 1991. Standard Building S 2 8 2.
Regulations 1993. Building Code of Australia, and alf relevant 3/3 g
Australian Standards, a & & Ss
Timber work is to comply with AS 1684. a — eS b
All dimensions and details to be checked on site prior to construction. uy | . zg
Bracing & Timber Sizes nominated to be checked/certified by an Engineer. Exist. Po é
Footing Detail and Slab Design to be checked/provided by Engineer. 2400H gs a
Tie-Down and bracing to W41N (N3) and AS Requirements. Ceiling o g s 2
Alf contractors to carry out work in accord with Workplace = - a 2 & ® oS
Health and Safety Requirements. Ve I. L I VI n g K, I tc h e n = 9 <
Smoke Alarms to AS 3786. ” Si 2
Termite Control to comply with AS 3660 and BCA Part Q 3.1.3.1. DETAIL A Provide Flashing Rafter tie-down to a g
Alf External timbers to be Durability class hwd or H3 Treated and and Fibrecement moet AS 1684.2 g)i8 3
or suitably protected against the weather in accordance with 140 X 45 H3 Treated Cladding to prevent Requirements, 75H3 Tr d = 3)|§ 3
manufacturers recommendations. Roof Beam. water ingress. reate §)/2/ 0
Floor Tiling to be carried out in accordance with AS 3958.1 Ceramic Tiles. . L Transfer Block. i §/s/9
All concrete work to be carried out in accordance with AS 2870-1996 Existing 240 X 75 F14 xy eX ie
(Residential Slabs & Footings construction.) AS 3600-2001 _ Roof Beam. — / aly 190mm Rein. Coneret MBs se:
(Concrete Structures.) Builder to insert Mini-orb Roofing WI — Existing Wf Existing 7omm Plasterboard Céiling I Block Wall to A83700. 3 a 3 $
Waterproofing to be in accordance with AS 3740-2004 to completely seal between Exist. 70 X 35 P1272 Bearer Bearer i F 2g 18 a
- an . . ion 2550H & Engineer Design & =]
(Waterprooting of wet areas within residential buildings.) Verandah & Bed 2. Fix Roofing Rafters at 600 Cirs. 440 Cyclone rods Ceiling Specifications.
Aluminium & Timber Doors & Window sizes, Swing & Hinge Movements to Beams on sheet ridges with rofer in bracin e "
are fo be confirmed with the clients/builder prior to manufacture. Builder to Gal.or Stainless Steel Roof Screws. 90 X 35 P12 T2 schedule ig &
ensure installation is in accordance with External eo
manufacturers details & specifications. Colorbond Sheet Roofing Framing STO R E B ed 1 Reinforced Concrete a
Builder to ensure the use appropriate fixings due to close proximity to the fixed in accordance with Slab and footings to
beach. manufacturers specifications. Reinforced Concrete q Engineer design and <
. | . Slab and footings to Specification.
EXTERNAL TIMBER APPLICATION NOTE:- Physical termite Barrier Engineer design and a
as per AS 3660. n Specification. ”
Note:- All Timber used in an external above ground +t - ane NS
application, and members directly exposed to the weather | ikl = | o
are to be painted and sealed to AS1684.2 requirements before TLL | TE ee b lle Ful nd
it is installed, including all cuts, notches and driff holes to minimize el leslie eles A TESTE —
the ingress of moisture and further once sealed a ‘malthoid' or similar Ce 7 E i a
cover strip be applied to all top edges of deck joists/bearers and or beams. Pll feallEal Fal i < i Palle 7
All above ground external timbers to be Min. Durability Class 1 or 2 Hwd “ETE Ee ea Lee ”
or CCA H3 Treated. Alternatively these members can be painted and fully TE Tales TEE es Tee “IE =
covered with Fibrecement sheet cladding. Where Engineered Timber
Products are used in H3 LOSP application please refer to the uy
manufacturers Guide for installation considerations & recommendations.

 

 

 

SECTION A:A 1:60

 

 

 

 

 

 

 

 

 

 

 

 

Address: L434 (11) Mimosa St. Pereg

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   
  
 
 

 

     
        

          
   

 

 

 

 

 

S
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4 £
m 4 Exist. °
2400H 4 —
Ceiling Ww
Bed 5 Bed 4 S
Ver. e ¢
= Ww
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- a
L 90X35P12T2 | 2400H X 10mm Plasterboard Ceiling 1 Note:- All members directly exposed to the weather °
External Ceiling ioc, are to be painted and Min.H3 Treated, or alternatively Q.
yclone rod: .
Framing refer to bracing members can be H2 Treated/painted and fully covered °
schedule au with Fibrecement sheet cladding. a
P a ti oO Bed 3 a th 190mm Rein.Concrete
50mm Sand bed o1 90 X 35 P10 T2 Block Wall to AS3700 Page 9 of 10
Sib ona testimonies compacted fill Internal & Engineer Design &
Physical termite Barrier Engineer design and zo uM Poivthene BPC Framing eax | Specifications. .
as per AS 3660. Specification. a aterproor Membrane Pile
? ee
SEAT ar | Poe fg agai
oll =l tt E 4 qr Fir
E Tee Fale EEE] Fale a BUILDING DESIGN
oe ne int SECTION B:B 1:60 .
TIE Pll lel le .
1 i Fa Fl ——_—_—_——— Rene ici

 

 

Cle) Ee ee aS
ROLE TAM ae MET A

E [email protected] M 0408 000450
www.accuratebuildingdesign.com

ACCURATE

 

 

Blue Authors initials denotes original copy.

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