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Garage extension
COMMENTS ———s—SSC~S
_ GENERAL NOTES :
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
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Page 2
COMMENTS
[Designed for N3 Wind loads |
On-site measurements take precedence over
drawing dimensions
MATCH +
EX. BEARER- HAROI-TEX OVER + KENDERED EXTEND &X. BEARER
PARAPET—
Zoomm CONC, BLOCK WORK,
NEw SAPENVEND
Err
REINSTATE Ex. CATE
To SUIT NEW SLAB LEVEL
NEW CONC. RAMP Teo
NEW 'T' BEAM
LINTEL IN EX .PRIVEWAY
REMOVE EX. BRick
SUPPORT
k EX, DRIVE WAY 9
Proposed New Storage area
North West Elevation &
South West Elevation
: aw
i BQ
WN ASS
os
i Murray Lyons: BSA Lic.No, 1078033.
: Telephone/Fax: 5474 8449 Mobile: 0413 878 970
Email: [email protected]
Cc] | [Glient
Mris. P & R Goldsbrough
[Project address ]
EX. Resiwene 4 Arkana Drive, Noosa Heads
i [Project ]
! ' TEE eS | Proposed extension & Alterations
to existing residence
1 1
a iF Seale: 1:100
: 1 5 Drawn by: Murray Lyons
&. TBR. Pence A i i
I
a = Date: March 2015
| Job No: 133
\
soar Drawing No: 02 - 133-15
ns fe EXISTING Bueckwork Sheet No: _20f4
~ 0 nace et RETAIN ING WALL
. _Proposed New Storage a area EO TiM@ER Fence REMOVE +
le, KeINSIATE AS NEEDED
Page 3
ZONE, BLOCK WORK
[EXTENSION
: Gol, FLAZHING
u ‘Ar * an ; Qs
I |
| : le LINE OF EXISTING EXTERNAL BRICK WALL
Bee ex oe vee ee Eb
BEARER a
SHEET OVER.
& RENDER fl an |
STUD FRAME uo
PANEL~ HARDI- gp |
SUEET ive, EX. WINDERS
OPENING = TET FAN
EX.HWO foeT___s C
foR, SUPPCRT
OF EX. PECK fp
SHEARER
RESTATE
EX. GATE
i Eu
EY, SLAB ee
4. Footing SR vom
EX. RET WALL ia REMOVE BRICKWORK
a ReisTiNe — 1 UNDER BIA TO Fieo® Lever
CoMPACTRED t i SLAB EDGE
BARRIER gpm BC e “~ FeorTin Go
. FILL (REFER NOTE)
NIZ DowELs NEW REIN. CONC NE& oF EXISTING Fooling
COU) EROKY GReUTED RAMP LEVELING UNG ©
(50 (NTO FISTING SLAB eile :
Section A-A (Tr*'t) awe Section B-B
& Slab Edge Connection x" , + SL be. | ee
t Bo Bom
(OOmm THICK Riz. - eames | GON BE
SAB. SL 12 SLAb nasa 1
MESH (30 Borfom CovER) & 7 It
wicares ane A-NIZ CORNER
Epoxy secon 8 BARS, 2x ToP
{NTO_EXISTING i x OM 8 - Lede L
Foofine 4 Cast * - oe ns We Ae ete g
INTo HEW = — KCB AMD REMENE
~ter mrs ConteoteD__| ; | BX OR TE en
Nl@ x 300 OoweLs |. | 1 bet Zoo Trick g me oes i BaND € Cos INT NEM SAB
AT B00 <l6 I A re : i EX, BLOCK, RETAINING
REFER DETAIL “TT | ld : “6c | WALL A FOSTINe
ott . . . SLUTM >
A ste! La Tied Footing ! Sy
i fig} B Mésh Corner Phe
{ to
: a ge g ferns, -
‘ eye 1ERS AT 2.0 ¢s
fe CTxPtcaL) y 4 Pry piers 20 5
ET- ol j L- 'y HATURAL WEDIUM
Le we me eg =r ol Dexse sic
jo oO & OR Zoo Berw
CRITICAL DEPTH UNE ,
EX. PBT | “ WHOMEVER. 1S THE
re a CRENTEE,
|. 55°
Footing & Slab Plan Edge Thickening: ET-01 Detail A Slab & Block
Typical Section
Retaining Wall
Typical
ee!
COMMENTS
On-site measurements take precedence over
drawing dimensions
The Builder/Contractor shall confirm all relevant levels
prior to commencing works
FP: 360 diam. Fasting piers at 2.0m centres
founded into natural medium dense silty sands
or founded 300mm below critical depth line,
whichever is the greater.
ET-01: 350 (w) x 400 (d) edge thickening
Refer Detail
All Footings are to be founded into natural
medium dense silty sands or supported on
footing piers at 2.0m centres founded 300
into natural medium dense silty sands.
Slab: Under slab fill shall exceed 300mm
in depth and must be tracked rolled with the
excavator making 6 passes.
Sections A & B and
Engineers Details
&
Woes
oy
QOS
WS
Ww
Murray Lyons: BSA Lic.No, 1078033
Telephone/Fax: 5474 8449 Mobile: 0413 878 970
Email. [email protected]
[Client: ]
Mris,P & R Goldsbrough
[Project address |
4 Arkana Drive
Noosa Heads
[Project |
Proposed extension & Alterations
to existing residence
Scale: 1:50 & 1:20
Drawn by: Murray Lyons
Date: March 2015
Job No: 133
Drawing No: 03 - 1339 - 155
Sheet No: 3of4
Page 4
THIS FOOTING WITHOUT PIERS IS
FOUNDED ABOVE CRITICAL
DEPTH LINE AND IS UNSTABLE.
THE BUILDER /CONTRACTOR
SHALL CONFIRM ALL
RELEVANT LEVELS PRIOR TO
COMMENCING WORKS.
PIERS TO BE 300MM INTO x
SELECTED FOUNDATION
MATERIAL & BELOW THE
CRITICAL LINE.
z GROUND / zzz -
PAD LEVEL
UNSTABLE
a" t 4
| . |
THIS FOOTING IS TABLE ey, i
FOUNDED BELOW = & { |
CRITICAL LINE AND tof
1S STABLE.
I 4
4
1
NOTE: HORIZONTAL
THIS DETAIL ALSO ’APPLIES TO
EXISTING FOUNDATIONS ON :
NEIGHBOURING PROPERTIES. SHEET
PILING MUST BE {NSTALLED WHERE
EXISTING FOOTINGS WILL BE
_ FOUNDED ABOVE ANY EXCAVATION
CRITICAL DEPTH UNE
Critical Depth Line:
Any proposed, existing or backfilled excavation
and retaining walls. The Builder must ensure
all excavations are discovered and the footing
and slab is secured below the critical line
accordingly. This must include a search of all
council and other records for the construction
plans to establish excavation depths and
widths.
oo!
Landscaped area
Landscaped area
. Landscaped area
- Existing Residence
2 REIS NOSE
Proposed New Storage area
Landscaped area
a Ex.Driveway
Ex, Entry steps : :
OP
20,7 208"bo!
ARKANA DRIVE
Site Plan
R0.175
1£8°90"
COMMENTS
On-site measurements take precedence over
drawing dimensions
Site Plan
x
IN
WOR
AGS
Rew”
w
Murray Lyons: BSA Lic.No, 1078033
Telephone/Fax: $474 8449 Mobile: 0413 878 970
j Email: [email protected]
i[Client:
| Mris.P & R Goldsbrough
' [Project address
| 4 Arkana Drive
| Noosa Heads
[Project
| Proposed extension & Alterations
| to existing residence
: Scale: 1: 200 (site plan)
«Drawn by: Murray Lyons
. Date: March 2015
+ Job No: 119
| Drawing No: 04 - 1389-15
'SheetNo: 4 of 4