07/0557Approved Plans [As Published] · 132007.557

 

 

 

Be--~ roe if
[COMMENTS
' Designed for ' General notes: All construction shall conform

: N3 Wind Loads ar i to the Building Code of Australia and all retevant
SOTING. Te MNT eke SISTING. — ———- ~ —_, SSA Codes. ;

F RBA 1 . Termite treatment: In accordance with AS 3660
= : , , Trusses: Prefabricated trusses at 900¢/s. Erect,
= - ~ : — , . tie down and brace trusses in accordance
C L —— ! # . , with truss manufacturers spec's.
= ——=== = Se : == = . Battens:
po 7 i , Pe ; 38 x 75 F14 at 900cIs - fix with 1/75 x
]

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

&

 

 

 

ic? ter HwiD 7 No.14 Type 17 screws to every support.

 

 

 

 

 

 

 

 

 

 

 

“&% | Roof Beams:
STIRRoPS RB1: 195 x 65 Hynebeam 17C.
, ex Mie Bors RB2: 260 x 85 Hynebeam 17C
1 ! Wail Framing: Internal
, ft . aco 6 A eo. | : Studs: 90 x 35 mgp10 @450c/s
f

 

 

24nd
220
~

 

 

 

 

 

 

 

 

 

 

 

Beer cone. Top Plates: 45 x 90 mgp12.
(serea DTA) Bottom Plates: 45 x 90 mgp10
Slab: 100mm thick

Slab concrete: 25mPa, 70mm slump
Footings:

n = pe . . Footing concrete: 20mPa, 100mm slump
SSS = a SS | fp. AEF 23.1KN

'

[ Bracing= 28.1 kN
B: 14.7kKN

| . | Bracing= 23kN
Tie Downs and Bracing
. , 0 - Denotes 12mm diam.tie down rads
7 La. stn . Bracing - 4mm F14 ply with rods
GL. REET Se wie a4 ‘ where noted oo
tt : Lintels:
SOUTH L1: 120 x 36 F17 K/D - 1/ 90x35 mgp10 jamb studs
1 » L2: 90 x 35 F17 K/D - 1/90x35 mgp10 jamb studs
" L3: 120 x 35 F17 K/D - 1/ 90x35 mgp10 jamb studs
L4: 90 x 35 F17 K/D - 2/90x35 mgp10 jamb studs
L5: 170 x 35 F17 K/D - 2/90x35 mgp10 jamb studs
L6: 90 x 35 F17 K/D - 1/90x35 mgp10 jamb studs.
. L7: 120 x 35 F17 K/D - 2/ 90x35 mgp10 jamb studs
eeane. |b: 140 x 35 F17 K/D - 2/90x35 mgp10 jamb studs

 
 

 

 

 

 

 

 

 

 

 

 

 

CASEMENT
Wimpows

 

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renee TE .
GTEES TS NTH EXSTWS

    

   

 

1 “INSOLATION
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1
“5260 palibe 5

 

 

 

 

 

 

 

 

 

 

 

 

Pat a rere a

 

| A
CLEARWATER
| DESIGN
} 2.) PROJECT:
Clearwater Pty Ltd: License No. 10878033
, Telephone/Fax: 5474 8449 Mobile: 0413 878 970

 

 

 

 

 

 

 

 

  

 

     
 

 

 

 

 

 

 

i . pags’ SH

PLANS APP si

 

 

  
  

 

 

 

 

 

 

 

 

 

 

 

 

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sensvume,

 

(Client:

 

Ea LS te(s E

Mr/s. M. & H. McCarthy
[Project address

 

   

 

 

Living! ING. -

 

 

   

REIN, CONC. SAB .

 
  

22 North Eden Court.

Shoe = ’
BIO x1z00 _Bco_ It AAS MJ T , Cooroy
= Rg. . [OOmen fain. cone SAS Cone: PHSTNGS | ! ~
Sl 02 MEMBeANE & SAB (REteR eT) [Project

eee BL Le . . Somm COMPETED SAND ' Proposed new Granny Flat

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Séale: 1: 100
Drawn by: Murray Lyons

Mr Jo Norden QS> Date: March 2007

ie
Registered Professional Engineer 98263 t

 
 

 

 

    

 

po! a

My ; “e¢ AL J  .° MIEAU Job No: 054

FLOOR. PLAN. , ae , ; SECTION A A , ‘ Drawing No: 01-024-07 ‘
. ° Slanaturene/ Sheet No: 1of1

jegistere; on the

  

 

 

|

National ‘Prétessional Engineers Register Section Three