Garage extension

COMMENTS ———s—SSC~S
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i 8. TERRACE SLABS ARE NOT DESIGNED AS LOAD BEARING STRUCTURAL
; MAL DNENSONS It ltncrRee we SLABS. ANY TERRACE SLAB CONSTRUCTED OVER FILLED GROUND MAY ~ [Designed for N3 Wind loads ]
EounARY | 3, SETTING OUT DIMENSIONS ARE TO BE OBTAINED FROM THE SETILE OVER’ TIME. IF THIS IS HOT DESIRED THE SLAB SHOULD GE On-site measurements take precedence over
- i ARCHITECTURAL DRAWINGS, SUPPORTED ON SLAB PIERS, REFER ENGINEER FOR DETAILS. {drawing dimensions
| 4. ANY DISCREPANCIES BETREEN THESE DRAMING AND THE 9, PROTECTION AGAINST SUB—TERRAINIAN TERMITES {S TO BE IN 7 ;
, _ ARCHITECTURAL DRAWINGS ARE TO BE REFERRED TO THE ENoINER ACCORDANCE WITH THE ARCHITECTS DETAILS. op | ee net
IMMEDIATELY. 10. ALL EXCAVATIONS ARE TO REMAIN DRY AND FREE OF. ALL LOOSE | Existing walls
| 5, THE BUILDER IS RESPONSIBLE FOR LOCATING ALL EXISTING SERVICES MATERIAL PRIOR TO THE PLACEMENT OF CONCRETE. Cat 180 Grout filled block walls, N12 vertical &
WITHIN AND ADJACENT THE ALLOTMENT AND SHALL ENSURE THAT ALL 11. ALL CONCRETE IS TO BE 25MPA (N20) €28 DAYS WITH 20MM i horizontal at 800 o/s and full perimeter
. ON SITE WETTING UP OF ! of all openings
Hel | NORKS ARE IN ACCORDANCE WATH THE ATTACHED CRITICAL LINE AGGREGATE te SOMM (MA) O ueNe PERIOD = 14 DAYS. A 126 x 75x ‘0 Angle Cleats for timber connections,
| 6 THIS DRAWING IS TO BE READ IN CONJUNCTION WITH THE 12, MINIMUM SPLICE / LAP LENGTH FOR REINFORCEMENT ARE AS timber holes. ‘eg 80mm min. end clearance on al
SPECIFICATIONS AND REQUIRENENTS OF SCG CONSULTING ENGINEERS | FOLLOWS: ‘ \ L2: 130% 45 LVL Lintel
i SITE INVESTIGATION AND FOOTING REPORT. NO.12520(S), (A) SLAB MESH (ASI304) :225MM (ONE FULL PANEL PLUS 25MM) Roof Framing:
| 7. THIS FOOTING DESIGN APPLIES TO ARTICULATED MASONRY VENEER | (B) TRENCH MESH (AS1304) : SOOM | P4: 430 x 45 LVL Purlins at 900 c/s - continuous
CONSTRUCTION ONLY. MINIMUM ARTICULATION REQUIREMENTS ARE SET -(¢) REINFORCING BAR (AS1302) : 500MM |. RB4: 170 x 63 LVL Roof Beam
Ex. Poot, i OUT IN SCG CONSULTING ENGINEERS SITE INVESTIGATION AND FOOTING | CoRNER BARS ARE TO BE PROVIDED AS SHOWN IN ATTACHED DETAILS, | RB2: 170 x 45 LVL Roof Beam
3 D : i
4) REPORTING 2B OMe CD) Lo — | Battens:
q 38x75 F14 at 900 c/s - fix with 1/75 No.14 type
i
| 17 screws to each support
. , Roof Sheeting:
at | Boo : Kliplok
2700 | Gutters:
b ( | : Match existing
eRRACE 7 T : Ceiling: ;
Ex. TER Too Aol | Gyprock sheeting
: Other
‘ TP4: Existing 200 x 200 Hwd Post
Gate: Gate opening to suit existing gate. Reinstate into
new opening
Fl
~ | Roof Plan & Ground Floor Plan
. Bx. lige.
4 'B Fence "
2 EX. BLOCK as,
HI Rey. WALL ‘ WO
i \
EXISTING @eSWWence GO em
nie xe Ace . @ DRAIN Murray Lyons: BSA Lic No. 1078033
rite existine i Telephone/Fax: 5474 8449 Mobile: 0413 878 970
Q be . a =H ' rs Email: [email protected]
au , (Client: ]
ReEWMONE Whey ore an } NEW 200 :
. — mm Mr/s. P & R Goldsbrough
i
UNDER. HINTEL. Bg eWor« [Project address ]
NEW SLAB 4 Arkana Drive, Noosa Heads
2 —-& [Project ]
g = Proposed extension & Alterations
to existing residence
eo el. Scale: 1: 100
| 2 Drawn by: Murray Lyons
7] Date: March 2015
| Q ~ Job No: 133
! | Drawing No: 01 - 133-15
| g | SheetNo: iof4
NEW conc.
a so RAMP
0, mest
£00 200
Roof & Roof framing Plan Ground Floor Plan & Wall -

 

Framing/Bracing Plan