Revised ex. Garage plans

 

 

 

 

 

Roof & Roof framing Plan

Bounpary _

 

GENERAL NOTES : CONMENTS WTS
| 1.00 NOT SCALE FROM THS DRAWNG. 8, TERRACE SLABS ARE NOT DESIGNED AS LOAD BEARING STRUCTURAL
2. ALL DMENSIONS IN WLUMETRES SLABS, ANY TERRACE SLAB CONSTRUCTED OVER FILLEO GROUND HAY

   

 

3. SETTING OUT DIMENSIONS ARE T ANED FR SETILE OVER’ THE, IF THS 1S 1/0T DESIRED THE SLAB SHOULD BE Gralla measurements take procedonce 6
GTEC DAIS {ETO GE OSINED FROM THE SUPPORTED ON SLAB PIERS, REFER ENGNEER FOR DETAILS. | drawing dimensions
{, AiY DISCREPANCIES BETWEEN THESE ORAMNG AND THE 9, PROTECTION AGHNST SUB~TERRAIIAN TERMITES {S TO BE IN
ARCHITECTURAL DRAWINGS ARE TO BE REFERRED TO THE ENGHEER ACCORDANCE WITH THE ARCHITECTS DETALS, Legends

MNEDATELY, 10, ALL EXCAVATIONS ARE TO REAIN ORY AND FREE OF ALL LOOSE ==
5, THE BUILDER IS RESPONSIBLE FOR LOCATING ALL EXISTING SERIICES MATERIAL PRIOR TO THE PLACEMENT OF CONCRETE. Eo
HATH AND ADJACENT THE ALLOTHENT AND SHALL ENSURE THAT ALL 11. ALL CONCRETE IS TO BE 2SMPA (420) 028 DAYS WATH ZOU

 
         

 

NEW WORKS ARE RY ACCORDANCE WITH THE ATTACHED CRITICAL UNE AGGREGATE de GOW (MAX) SLUMP. ON SITE WETTING UP_OF openings
OIAGRAM. CONCRETE 15 NOT me OURS PERIOD = 14 DAYS. a teas A io anole Cleat fis
6, THIS ORAWNG IS T0 BE READ {Y CONWNCTION HTH THE , 12. KINMUW SPLICE / LAP LENGTH FOR REINFORCEMENT ARE AS uae
SPEOFICATIONS AND REQUREMENTS OF SOG CONSULTING ENGNEERS | FOLLOWS: X45 LVL Lintal

| STE INVESTIGATION AND FOOTING REPORT. NO.12520(6). (A) SLAB NESH (AS1304) :225UN (ONE FULL PANEL PLUS 25MM) Rootframing:

7, THIS FOOTING DESIGN APPLES TO ARTICULATED MASONRY VENEER (B) TRENCH MESH (AS1304) : SOOMM 20 x 43 LVL Purlins at 900 els ~ cont!
CONSTRUCTION ONLY, MINIMUM ARTICULATION REQUIREMENTS ARE SET] . +(C) REINFORCING BAR (AS{302) : SOOM 170 x 63 LVL Roof Beam

GUT W SCG CONSULTING ELGINEERS STE IVESTATION AND FOOTNG | ComveR BARS ARE TO BE PROVOED AS SHOWN WU ATTACHED DETALS, Ree 170 x45LVL Roof Beam
REPORT NO. 25 O44 CD) . 5

 

serie momermxnese er Battens:
38X75 F14 at 200 o's - fix with 1/75 No
47 screws to each support
Roof Sheeting:

Bo Kilplok

19 200 x 200 Hwd Post
opening to cult existing gate, Reit

 

\
Be Ten Roof Plan & Ground Floor F
PENce

fetta SG
. : ys

 

 

 

 

 

 

   

Pricarce | niz-sco fl
, DOWEL BARS
1 NT denne

 

DRAIN

 

‘Nurray Lyons: BEA Lieto, 1078033
Telopheno/Fac 6474 6449 Mobile: 0415 8

  

 

  

}
REMOVE WA eal sea ail
UNDER LINTEL ¢

NEW STeeL Post |

   

 

NEW SLAB , 4Arkana Drive, Noosa Heads

-4 | (Pigjeat
, Proposed extension & Alteration
, to existing residence

 

 

 

| Drown by: Murray &)
| Bete: Marci 2015
‘Job No: 133

 

 

 

 

 

 

 

 

 

+

_ Woo) 1K
Ground Floor Plan & Wall pepe
Framing/Bracing Plan at