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Revised ex. Garage plans
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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
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Page 2
Maret +
EX. BEARER- HARO-TEX OVER + RENVERED | EXIEND EX. BEARER
Ex. STEEL BEARERS
PPRAPET~
Zooram CONC. BLOCK WERK,
New PERE END
—— BCT
rT
Bro]
& REINSTACE. Bx, GATE
TO SUIT NEW SLAB LEVEL
Feb.
‘ NEW S(EEL fost” | - ‘Y BEAM
TO CAPTURE THE EX |) peuve eX.Baick
STEEL BEARERS, A syEEL | a
6 °
eee el Poet a, ~
aw i ietiot = DISTAILE FRom"T” BEAM FLANGE oi sod Now Storage area
Ex. STEEL BEAM © BEARERS PPP
= WELDED FLANGES
Ex BRicKNORK To BE KEMoveED
——— 1 —F
i NEW CONC. RAMP Too
[Tein ER -BRiveWAy
Ea ea
KTM pence eo |
4 2
— , = EASING Brecinork
- ouceed Ma fai a RNs WALL
° | Prot _Proposed New Storage area Bx TMGER FENCE REMOVE F
Nile eS, REINSINTE AS Stepep
On-site measuromanta take pracadonce over
drawing dimensions
North West Elevation &
South West Elevation
z
Murray Lyons: BSA LiaNo, 1078033
Proposed extension & Alterations
to existin Fesidence