Property Information Report
Transcript of Property Information Report
Property Information Report:
No. 34 Joel Terrace, East Perth
The City of Vincent does not warrant the accuracy of information in this publication and any person using or relying upon such information does so on the basis that the City of Vincent shall bear no responsibility or liability whatsoever for any errors, faults, defects or omissions in the information.
Properties Consulted
244 Vincent Street (cnr Loftus Street), Leederville, Western Australia, 6007
PO Box 82, Leederville, 6902
ITEM 9.1.3
95°27'16"
87°33'37"
88°4'31"
RL 12.76m
8.377.81 7.00
6.75
6.75
8.82
8.71
6.996.71
6.68
7.026.26
5.66
3.437.91
12.17
5.95
2.34
2.62
2.613.38
3.433.39
5.34
5.52
5.66
5.78
6.29
6.79
6.58
5.81 5.38
11.34
11.55
10.7410.64
9.50
9.09
8.63
9.659.04
8.547.57
13.01
12.88
12.84
13.0713.18
12.5912.4712.41
12.62
13.09
12.72
12.9712.31
2.53
66.5
RL TOP OF CRW 5.08mRL TOP OF CRW 5.8m
RL TOP OF CRW 6.66m
IL 5
.32m
IL 5
.33m
PD
WOODEN FENCE ON LSRWHBW
TSRW
WOODEN FENCE
COLORBOND ON CRW
COLORBOND ON CRW
HBW
TSRW
WOODEN FENCE
HIG
H V
OLT
AG
E P
OW
ER
LINE
S
LOT 1000
SINGLE STOREYBRICK & TILEFFL 12.83mRIDGE 18m
LOT 378
DOUBLE STOREYBRICK & ZINC
FFL 14.1m
LOT 3
DOUBLE STOREYBRICK & ZINC
FFL 8.6mRIDGE 17.07m
LOT 1VACANT
LOT 380CARPARK
CO
NC
RE
TE
CR
OS
SO
VE
R
CO
NC
RE
TE
FO
OT
PA
TH
CO
NC
RE
TE
DR
IVE
WA
Y
CO
NC
RE
TE
DR
IVE
WA
Y
4.5
1
46.3
8. 9
9
4
3. 9
9
2.87
38.66
2.0295°27'
132°16'29"132°16'30"
88°4'39"
91°55'29"
UP
#34 Lot 2
Proposed ResidenceSite Area = 285m²
JO
EL T
ER
RA
CE
GF RL 6.498
setback
6000 22870 overall
setback
6896
setback
5702 4095 4660 14115
setback
7562
6415
557
7.0
m
36.18m
35.76m
8.8
8m
setout
setb
ack
1699
LOT 378
AREAS
BASEMENT FLOOR = 126.02m²PERIMETER = 55.47m
GROUND FLOOR = 129.76m²PERIMETER = 61.77m
BALCONY = 9.43m²
COURTYARD = 8.91m²
FIRST FLOOR = 52.32m²PERIMETER = 30.59m
DECK = 21.94m²
TOTAL = 348.38m²
SITE AREA = 285m²
OPEN SPACE REQ'D = 45% (128.25m²)
OPEN SPACE = 45.72% (130.32m²)
OVER SHADOWING
AREA OVER NEIGHBOURING SITE = 106m²
1500mm dia. x 1500mmdeep concrete soakwell withtrafficable lid and grate
1500mm dia. x 1500mm deepconcrete soakwell
SOAKWELL CALCULATION
285m² x 0.0122 = 3.477m³
1.5m x 1.5m SOAKWELLS = 2.65m³
3.477 / 2.65= 1.31
2 SOAKWELLS REQUIRED
existing concrete retaining walland colorbond fence on top
6290
2069
8359 o
vera
ll
GF Area = 129.76m²
50mm setdown in slab to ensuite onground floor. run all waste pipes to ductdown through basement level
duct
waste pipe pumped up from basementlevel below. fall to sewer connection asper hydraulic design
dp
dp
dpdp
dp
front driveway and porch area tobe paved. all paving to fall towardssoakwell grate as shown
fall fall
fall
fall
new 1.8m high 'colorbond' fence tomatch existing on South boundaryinstalled to manufacturers details andspecification. fence to be alongboundary, shown off for clarity
new 18.m high 'colorbond' fence to matchexisting on South boundary installed tomanufacturers details and specification. fenceto be along boundary, shown off for clarity
dp
dp
visually permeable fence 1800mm high to easternboundary to swan river trust's requirements. seeEastern elevation for fence elevation
setout
STORE5.5m x 5.7m
LAUNDRY2.7m x 1.8m
DINING4.0m x 2.6m
line of building over
KITCHEN4.6m x 3.0m
P
fr LIVING6.9m x 3.3m
PDR
6290
2069
overa
ll
8359RL 3.155
basement retaining walls strictly tostructural engineers details andspecification
RL 3.069
setout
6000
overall
22870
setout
6896
linen
chosen pump installed tomanufacturers details andspecification. all waste pipes fromBasement and Ground Floor to runto this system, pipes are showndashed and are indicative only
310 5990 220
stairs
2005 90
kitchen / living
11580 230 2215 230
310
store
5520 470
110 110
958
90 90
fr
958
50mm setdown in slab to wetareas to provide adequate fallto tiled floor to the floor wastes
5
230
1770
90
fr
1050
90
1400
90
pd
r
3175
230
sto
re
4390
90
linen
1270
90
laund
ry
1902
230
sto
re
5750
310
230
livin
g / d
inin
g
5955
230
720
d
4980
65
w650
480
w850
369
245
6415
1699
245
4095 310
laundry
2660 90
septic
1370
230
1500
w
2000 6170
w
2000
4095 4660 11670 1725 720
2000w x 2657h 2000w x 2400h
820
720
720
2x620
650w
x 2
400h
4980w
x 2
400h s
d
corner window 2000mm x 650mm x2400mm H installed to manu detailsand spec
310
store
4430 90
lin
1000
90
1145
90
pdr
1370 90
kitchen / dining
11580 230 2215 230
1400
sta
irs
3000
230
CH 2875
CH 2875
void over kitchen area. lineof concrete slab above
123456
789
10
11
12
kitchen layout tobe by others
concrete staircase from basement toground floor. 18 risers @ 185.8mm high.Going @ 250mm. stair construction tocomply with the BCA Part 3.9
fw
fw
setout
57104101
4666 setout
14135setout
7572
3.01°
13
230mm cavity brick wallswith concrete rendered andpainted finish. colour toclients specification
B-B
A.05
A-A
A.05
zero offset from boundary masonry brick wall sealedcompletely and to be solid bricks to acheive a firerating of 60/60/60 to comply with the BCA part 3.7.1.internal lining to be 13mm thick painted plasterboardinstalled to manufacturers details and specification
zero offset from boundary masonry brick wallsealed completely and to be solid bricks toacheive a fire rating of 60/60/60 to comply withthe BCA part 3.7.1. internal lining to be 13mmthick painted plasterboard installed tomanufacturers details and specification
setout
existing concrete retaining wall alongboundary with 'colorbond' fence over. seesite plan for retaining wall heights on A.01
duct for ground floor soilstack. run pipes from stackto pump system
all smoke alarms to behardwired and to comply withAS 3786 and the BCA part 3.7.2
smokealarm
dp
dp
dpdp
dp
smokealarm
notes:
before commencement of construction or groundworks, the neighbouring existing retaining wallneed to be supported to prevent any damage orthe result of the wall falling over.
all waste pipes from basement floor to run topump system, from system will run underbuilding to the west and rise vertically to requiredlevel to fall to sewer connection. pipes are showndashed and are indicative only
all the construction process to be within theguidelines set by 'Western Power' in regards toworking near high voltage power lines. All setbacksoutlined by 'Western Power' are to be maintained atall times during the construction stage
wmdr
col
col
col
col
col
col
beam
over
beam over
beam
over
setout
setout
setoutsetout
setout
516
2070
seto
ut
6294
seto
ut
560
seto
ut
6444
RL 3.155
paved area
350
972
350
972
350
1000
350
972
350
972
350
frameless window 2000mmw x 2657mm H installed tomanu, details and spec.
pumparea
bulkhead 2400mm above floor level.builder to liaise with air conditionerinstaller to allow for adequatesectional sizing of bulkhead
1500mm dia. x 1500mm deepconcrete soakwell
visually permeable fence 1800mm high to easternboundary to swan river trust's requirements. seeEastern elevation for fence elevation
90 820 90
duct setout
5980 230
bulkhead1000 approx.
overall
22870
provide termite barrier to boundary walls tocomply with the BCA part 3.13 and AS 3660.1
03
A.05
provide appropriate water proofmembrane to retaining walls to beinstalled to manufacturers detailsand specification
overa
ll
8359
720
1350mm high door under stairs
Drawing Number Issue
ScaleDrawing Title
Project Number
Project Description
Drawing Coordinated
Checked
Issue Revision Description Date
Key Plan.
NOTES
Drawing Director Approval
1. This drawing is to be read in conjunction with all architect,consultant drawings and specifications.2. This drawing remains the property of Megara Developments andshall not be copied in part or full or used without prior writtenpermission.3. Use figured dimensions only do not scale.4. All dimensions on drawings, including new and existing, shall bechecked on site by the builder prior to commencement ofconstruction or placing of orders. Report any discrepancies on thedrawings to the Architect immediately.
NORTH
As indicated
3K:\Architectural\PROJECT DATA\H\Hobbs, Kate\104353\02 - WF Architectural\2.30 Construction Drawings\2.32 Revit\A2011-0002 3 Storey House, Lot 2 Joel Terrace.rvt15/08/2013 5:43:40 PM
A.01
Site Plan & Basement Floor Plan
A2011-0002
Proposed 3 Storey House
Enter address here
CL
NM
PRELIMINARY
Approver
Site Planscale 1:200 @ A1 size
Basement Floor Planscale 1:100 @ A1 size
Copyrights:
all drawings produced for this project by cadds architectural remain the sole property ofCADDS Architectural Drafting and shall not be reproduced or modified in whole or in partwithout the written consent of cadds architectural.
General Notes:
do not scale from drawings
all dimensions, layouts, site conditions and levels shall be checked on site prior toconstruction / fabricationany discrepancies shall be reported to the supervising officer, if in doubt ask
it is the builders responsibility to ensure that a licensed surveyor has set out the building.setouts are only accurate if the surveyor has plotted them correctly.
all drawings shall be read in conjunction with all other drawings relating to this projectall drawings shall be read in conjunction with engineers drawings
all drawings shall be read in conjunction with relevant consultant drawings associatedwith this projectall drawings shall be read in conjunction with specifications
all work shall be carried out in accordance with the building code of australiaall work shall be carried out in accordance with the requirements and regulations of alllocal authorities
prior to construction / fabrication / manufacture, ensure the latest drawings are beingused and engineering approval has been obtained based on the latest revision, if indoubt ask
builder to supply shop drawings for all structural steel items
installation of all building materials, to be installed in accordance to manufacturersrecommendations.
Roof Framing:
conventional roof framing structure to comply with BCA codes and AS1684.2 timberframing codes
steel roof framing structure to comply with the BCA 3.4.2 and AS 4600
roof tie-downs in accordance with as1684-1992 clause 5.3.1.3
concrete floor slab:
to structural engineers details or 100mm thick concrete floor slab with F62 mesh,25mpa, 20mm aggregate, 80mm slump, compact to shire requirements
sewerage and stormwater:
as per plumbers application plan, all work to bca and local authority requirements
downpipes to roof shall be at centres to comply with BCA. 3.5.2
ventilation in accordance with sewerage (lighting ventilation and construction)regulations 1971 & as1688
drainage system must be in accordance with BCA and AS/NZS:3500.3.2 - 1998
smoke alarms:
smoke alarm devices shall be installed to in accordance with BCA Volume 2 Part3.7.2 and AS 3786 requirements, and shall be connected to main power and shallhave a stand-by power supply. locations of smoke alarms indicated on plans aresuggested only, final locations and types to be determined by a suitability qualifiedperson.
termite control
termite risk management system to comply with BCA Volume 2 Part 3.1.3 and AS36603.1-2000. a durable notice must be fixed to the building in a prominent locationsuch as the meter box or the like, to BCA 3.1.3.2 (b) requirements
energy efficiency:R3.5 bulk insulation between floorsR3.5 bulk insulation to roofLow E glazing to all windowsCavity brick walls on Ground Floor insulated with 'Air Cell Permican' as shown
1 Issued for Client Approval 25.07.13
2 ISSUED FOR BUILDING LICENSE 08.08.13
3 ISSED FOR BUILDING PERMIT 15.08.13
ITEM 9.1.3
garage
5.9m x 5.8m
4095 4660 14060
setout
6000
overall
22870
setback
6896
entry3.4m x 1.7m
ensuitevoid
bed 13.8m x 4.4m
balc1.7m x 5.9m
coats
RL 6.498
wir
glazed double doorsinstalled to manufacturersdetails and specification
RL 6.412RL 6.412
light well aboveshown dashed
1800mm high walls(21c) to be tiled on oneside and lined withpainted plasterboard onthe other
320
garage
5980 220
stairs
2005 90
void
4600 90
wc
1200 90
ens
2300 90
shr
1200 90 2550 230
balc
1585 230
230
200
75
wc
1225
90
wir
2800
90
1475
230
230
bed 1
5955
230
485
sd
4980
490
720
4975
720
6415
90
wir
1700 90
ens
1800 90
bed 1
3840 230
4095 4660 1160
w
2000 10955
320
garage
3915 90
coats
1975 220 2005 230 4460 90
bed 1
7520 230
balc
1585 230
2285 90
porch
1720 230
entry
4200 230
1920
242526
27 28
29 fw
fw
700
1300w
x 2
100h
openin
g
1800h shelfwith rail under
fw
glazed balustrading to theBCA Part 3.9 and AS 1288installed to manufacturersdetails and specification
RL 6.448
50mm stepdown inconcrete slab to balcony.provide 20mm fall to floor
glazed balustrading over small masonrywall 1000mm high to the BCA Part 3.9and AS 1288 installed to manufacturersdetails and specification
-01c
50mm setdown in slab to wet areas toprovide adequate fall to tiled floor to thefloor wastes. provide wet area membraneunder tiles to AS 3740
3.01°
RL 6.498
CH 2670
tiled
15161718
232221
3031
concrete staircase from ground floor tofirst floor. 17 risers @ 181.5mm high.Goings @ 250mm. stair construction tocomply with the BCA Part 3.9
brick wall 1000mm high to following lineof stair as balustrading to comply with theBCA Part 3.9 installed to manufacturersdetails and specification
2x620
700w
bench
tiled seat in shower 450mmabove floor level. tiles to falltowards floor waste
void
4390
230
stia
rs
2750
230
gara
ge
5530
90
coats
500
90
chosen sectional door installedto manufacturers details andspecification
6mm renderboard over steelframed system around sectionaldoor installed to manufacturersdetails and specification, concreterendered and painted finish. colourto be chosen by client
lockable gate to front of residence.gate and fence design to bechosen by client and installed tomanufacturers details andspecification
masonry brick porch with concrete roof over.steel framed extrusion to match aroundsectional door. all materials used on steelframed structure to be non-combustible tocomply with BCA Vol 1 Part 3.7.1
230
gara
ge
5830
230
2069
284
d
15852
00
413
d
5465
413
roof over @ 5 ° pitch showndashed
glazed sliding doors out to balconyarea installed to manufacturersdetails and specification
line ofbuilding over
2000w x 2400h
4950w
x 2
400h
720
249
1565
300
CH 2760
overa
ll
8359
2069
2114
230mm cavity brick walls withconcrete rendered and painted finish.colour to clients specification
6290
2069
820
B-B
A.05
5465w
x 2
486h
A-A
A.05
720
smokealarm
setout
sewerage disposal drainduct from first floor
90
duct
440 90
dp
dpdp
dpfall
fall
2x920
existing concrete retaining wallalong boundary with 'colorbond'fence over. see site plan forretaining wall heights on A.01
zero offset from boundary masonry brick wallsealed completely and to be solid bricks toacheive a fire rating of 60/60/60 to comply withthe BCA part 3.7.1. internal lining to be 13mmthick painted plasterboard installed tomanufacturers details and specification
zero offset from boundary masonry brick wallsealed completely and to be solid bricks toacheive a fire rating of 60/60/60 to comply withthe BCA part 3.7.1. internal lining to be 13mmthick painted plasterboard installed tomanufacturers details and specification
all smoke alarms to behardwired and to comply withAS 3786 and the BCA part 3.7.2
smokealarm
notes:
before commencement of construction or groundworks, both the neighbouring existing walls needto be supported to prevent any damage or theresult of the wall falling over.
dp
dp
skylight dashed above
720
col
col
col
col
col
walls shown as this to beinsulated with 'aircell permican'installed to manufacturers detailsand specification
void
positio
n
2082
rooflight position
2390 CL
C L
CL
rooflig
ht positi
on
2385
void position
2300
overall
22870
CH 2100
DECK
2069
6290
3.6m x 5.9m
BED 34.2m x 3.8m
BED 25.4m x 2.9m
BATH3.9m x 2.5m
RL 9.584
robe
robe
proposed upstand with glazedlight well set in concrete slab.glazing to comply with AS 1288.refer to Section C-C forwaterproofing detail on A.05
non-combustible aluminium louvred screens1650mm high above floor level to comply withthe BCA part 3.7.1 installed to manufacturersdetails and specification
245
1699
6415
242526
27 28
29
232221
303132333435
5°
5°
3 leaves of bricks wall withconcrete rendered andpainted finish. colour toclients specification
concrete roof set 50mm lower thanfirst floor level with fall of 20mmtowards front into small spoon drain
concrete staircase from ground floor to firstfloor. 17 risers @ 181.5mm high. Goings @250mm. stair construction to comply with theBCA Part 3.9
balustrading to complywith the BCA Part 3.9installed to manufacturersdetails and specification
aluminium louvred screens 1650mm highabove floor level installed tomanufacturers details and specification
'colorbond' 300mm wide boxgutter to match roof colourinstalled to manufacturersdetails and specification
'colorbond custom orb' roof sheeting @5 ° pitch installed to manufacturersdetails and specificaiton
provide proprietary 'colorbond' flashingsto match roof colour to ridge and roof towall junctions installed to manufacturersdetails and specification
'lysaght' downpipes to match wall colourinstalled to manufacturers details andspecification
dp
dp
recess in brickwork for smallspotlights to front Elevation,provide appropriate lintel overrecess. lights to be installed tomanufacturers specification.
concrete slab setdown 50mm. 20mmfall to slab. slab to fall towards northand south sides into small troughs
fall
fall
RL 9.534
spout through wall from trough drain atbalcony ends to allow water to flow into boxgutter. seal penetration through masonryappropriately
320
bed 2
5420 90
r
600
90
stairs
2005 230 3685 10430
320
bed 2
2915 90 910 90
hall
4200 230 3575 110 10320 110
1582
light well
1156 947
8755 14115
overall
22870
230
ha
ll / sta
irs
3770
90
248
bed 3
4021
90
ha
ll
980
90
robe
2700
230
1068
230
ba
th
2530
90
bed 2
3210
230
525w
x2143h
525w
x2143h
525w
x2143h
525w
x2143h
630
w525
925
w525
1080
w525
925
w525
630
1068
1405
recess
425
2630
recess
425
1405
230
sta
irs
2250
1520
90
bed 3
3805
fall
fall
90
6235
90
1699
overa
ll
8359
1979
w
2000
365
d
900
290
w
1690
890
2000w
x 2
400h
1690w
x 2
400h
820
820
820
720
CH 2760
CH 2760
CH 2760tiled
fw
fw
50mm setdown in slab to wet areasto provide adequate fall to tiledfloor to the floor wastes
zero offset from boundary wall. masonrybrick wall sealed completely to acheive afire rating of 60/60/60 to comply with theBCA part 3.7.1. internal lining to be 13mmthick painted plasterboard installed tomanufacturers details and specification
B-B
A.05
A-A
A.05
robe
fall
fall
fall
fall
fall
dp
dp
dpdp
smokealarm
'colorbond' rainwater heads tomatch wall colour to be installedto manufacturers details andspecification
'colorbond' downpipes with rainwaterspreaders at bottom to match wallcolour installed to manufacturersdetails and specification
3 x
720
chosen skylight for ground floor ensuitebelow. provide proprietary flashings aroundskylight to roof sheeting junctions and installto manufacturers details and specification
C-C
A.05
320
bath
3915 90
bed 3
4200 230
bed 3
4200 230
8755
overa
ll
8359
Drawing Number Issue
ScaleDrawing Title
Project Number
Project Description
Drawing Coordinated
Checked
Issue Revision Description Date
Key Plan.
NOTES
Drawing Director Approval
1. This drawing is to be read in conjunction with all architect,consultant drawings and specifications.2. This drawing remains the property of Megara Developments andshall not be copied in part or full or used without prior writtenpermission.3. Use figured dimensions only do not scale.4. All dimensions on drawings, including new and existing, shall bechecked on site by the builder prior to commencement ofconstruction or placing of orders. Report any discrepancies on thedrawings to the Architect immediately.
NORTH
1 : 100
3K:\Architectural\PROJECT DATA\H\Hobbs, Kate\104353\02 - WF Architectural\2.30 Construction Drawings\2.32 Revit\A2011-0002 3 Storey House, Lot 2 Joel Terrace.rvt15/08/2013 5:43:40 PM
A.02
Ground Floor & First Floor Plans
A2011-0002
Proposed 3 Storey House
Enter address here
CL
NM
PRELIMINARY
Approver
Ground Floor Planscale 1:100 @ A1 size
First Floor Planscale 1:100 @ A1 size
1 Issued for Client Approval 25.07.13
2 ISSUED FOR BUILDING LICENSE 08.08.13
3 ISSED FOR BUILDING PERMIT 15.08.13
ITEM 9.1.3
Ground Floor RL 6.498 39c
0
First Floor RL 9.584 25c
3086
GF WP height RL 9.200 31c + WP
2702
Basement RL 3.155 -39c
-3343
RL 13.632
B Ceiling
-468 -11c
28c
64c64c
ridge h
eig
ht
10477
-08c
f s s f
f s s f
ff
04c
40c
1000
1000
-28c
First Floor RL 12.372 68c + WP
5874
2788
384
2702
468
2875
20.0
0°
74c
50mm stepdown in concreteslab to balcony shown dashed.provide 20mm fall to floor
glazed balustrading over small masonrywall to the BCA Part 3.9 and AS 1288installed to manufacturers details andspecification
glazed sliding doors installed tomanufacturers details and specification
230mm cavity brick walls withconcrete rendered and painted finish.colour to clients specification
non-combustible aluminum louvredscreens 1650mm high above floor level tocomply with the BCA Part 3.7.1 installedto manufacturers details and specification
'colorbond custom orb' roof sheeting @ 5°pitch beyond shown dashed installed tomanufacturers details and specificaiton
provide proprietary non-combustible'colorbond' flashings to match roof colour toridge and roof to wall junctions installed tomanufacturers details and specification
glazed
aluminum framed fixed windows installedto manufacturers details andspecification
non-combustible 'colorbond custom orb' roofsheeting @ 20° pitch to comply with the BCAVol 1 Part 3.7.1 installed to manufacturersdetails and specification.
1650
2400
existing concrete retaining wall showndashed along boundary with 'colorbond'fence over. see site plan for retaining wallheights on A.01
a
'colorbond' rainwater heads to match wallcolour to be installed to manufacturersdetails and specification
'colorbond' downpipes to match wallcolour to be installed to manufacturersdetails and specification
dpdpdp
dp
aluminum louvred screens 1650mm high abovefloor level installed to manufacturers detailsand specification
1900
visually permeable fence 1800mmhigh to eastern boundary to swanriver trust's requirements shownsemi transparent for clarity
393
607
non-combustible 'colorbond' parapet gutterto comply with the BCA Vol 1 Part 3.7.1 tomatch roof colour installed tomanufacturers details and specification
Ground Floor RL 6.498 39c
0
First Floor RL 9.584 25c
3086
GF WP height RL 9.200 31c + WP
2702
Basement RL 3.155 -39c
-33432875
468
2702
384
2788
RL 13.632
B Ceiling
-468
First Floor RL 12.372 68c + WP
5874
non-combustible 'colorbond custom orb' roofsheeting @ 20° pitch to comply with the BCAVol 1 Part 3.7.1 installed to manufacturersdetails and specification.
zero offset from boundary masonry brick wall sealed completely and tobe solid bricks to acheive a fire rating of 60/60/60 to comply with theBCA part 3.7.1. internal lining to be 13mm thick painted plasterboardinstalled to manufacturers details and specification
non-combustible 'colorbond' parapetgutter to comply with the BCA Vol 1Part 3.7.1 to match roof colourinstalled to manufacturers details andspecification
20.0
0°
Permanent non-combustible aluminumpowdercoated louvred screens 1650mmhigh above floor level to comply with theBCA Part 3.7.1 installed to manufacturersdetails and specification
parapet wall with 'colorbond' flashing as gutterinstalled to manufacturers details andspecification. wall to have concrete renderedand painted finish, colour to be chosen by client
provide proprietary non-combustible'colorbond' flashings to comply with the BCAVol 1 Part 3.7.1 to match roof colour to ridgeand roof to wall junctions installed tomanufacturers details and specification
1650
6mm renderboard over steel truss system installedto manufacturers details and specification,concrete rendered and painted finish. colour to bechosen by client
6mm renderboard over steel framedsystem around sectional door installed tomanufacturers details and specification,concrete rendered and painted finish.colour to be chosen by client
natural ground line shown dashed
proposed ground line to thisboundary may change due tocommence of neighbouring lot
ridge h
eig
ht
7134
74c
40c
dp
'colorbond downpipes to match wall colourinstalled to manufacturers details andspecification
'colorbond' rainwater heads tomatch wall colour to beinstalled to manufacturersdetails and specification
Ground Floor RL 6.498 39c
0
First Floor RL 9.584 25c
3086
GF WP height RL 9.200 31c + WP
2702
Basement RL 3.155 -39c
-3343
384
2702
468
2875
RL 13.662
B Ceiling
-468
First Floor RL 12.372 68c + WP
5874
non-combustible 'colorbond custom orb' roofsheeting @ 20° pitch to comply with the BCAVol 1 Part 3.7.1 installed to manufacturersdetails and specification.
zero offset from boundary masonry brickwall sealed completely and to be solidbricks to acheive a fire rating of60/60/60 to comply with the BCA part3.7.1. internal lining to be 13mm thickpainted plasterboard installed tomanufacturers details and specification
permanent aluminum louvredscreens 1650mm high above floorlevel installed to manufacturersdetails and specification
6mm renderboard over steel truss system installedto manufacturers details and specification,concrete rendered and painted finish. colour to bechosen by client
6mm renderboard over steel framed systemaround sectional door installed to manufacturersdetails and specification, concrete rendered andpainted finish. colour to be chosen by client
natural ground lineshown dashed
proposed ground line
existing concrete retaining wallalong boundary with 'colorbond'fence over shown dashed, seesite plan for retaining wall heightson A.01
1800
230mm cavity brick walls withconcrete rendered and painted finish.colour to clients specification
1650
masonry brick porch with concrete roof over. steelframed extrusion to match around sectional door. allmaterials used on steel framed structure to be non-combustible to comply with BCA Vol 1 Part 3.7.1
'colorbond' gutter and fascia to match roofcolour installed to manufacturers details andspecification
20
provide proprietary non-combustible 'colorbond'flashings to comply with the BCA Vol 1 Part 3.7.1 tomatch roof colour to ridge and roof to wall junctionsinstalled to manufacturers details and specification
230mm cavity brick walls withconcrete rendered and paintedfinish. colour to clients specification
parapet wall with 'colorbond' flashing asgutter installed to manufacturers details andspecification. wall to have concreterendered and painted finish, colour to bechosen by client
20.0
0°
f
f f
dp dp
dpdp
'colorbond' rainwater heads to matchwall colour to be installed tomanufacturers details and specification
28c
40c
00c
-08c-11c
'colorbond downpipes to match wallcolour installed to manufacturersdetails and specification
provide waterproof membrane tounderside of concrete slab and footingsinstalled to manufacturers details andspecification
frameless window 2000mmw x 2657mm H installed tomanu, details and spec.
non-combustible 'colorbond' parapet gutterto comply with the BCA Vol 1 Part 3.7.1 tomatch roof colour installed tomanufacturers details and specification
Ground Floor RL 6.498 39c
0
First Floor RL 9.584 25c
3086
GF WP height RL 9.200 31c + WP
2702
384
2702
RL 13.632
lighting
ridge h
eig
ht
7134
First Floor RL 12.372 68c + WP
5874
28c
non-combustible 'colorbond custom orb'roof sheeting @ 20° pitch to comply withthe BCA Vol 1 Part 3.7.1 installed tomanufacturers details and specification.
6mm renderboard over steel truss system installedto manufacturers details and specification,concrete rendered and painted finish. colour to bechosen by client
6mm renderboard over steel framedsystem around sectional door installed tomanufacturers details and specification,concrete rendered and painted finish.colour to be chosen by client
chosen sectional door installed tomanufacturers details and specification
lockable gate to front of residence.gate and fence design to be chosen byclient and installed to manufacturersdetails and specification
20.0
0°
'colorbond' gutter and fascia to match roofcolour installed to manufacturers detailsand specification
28c
39c
64c
39c
64c
39c
64c
39c
64crecess in brickwork for small spotlightsto front Elevation, provide appropriatelintel over recess. lights to be installedto manufacturers specification.
barge board to be painted to match wallcolour installed to manufacturers detailsand specification
f
a
f
a
f
a
f
a
150 150
2400
75
3290
dp
325
frosted glazing to bottom ofwindows to First Floor Bathroom
771
1114
masonry brick porch with concrete roof over.steel framed extrusion to match around sectionaldoor. all materials used on steel framedstructure to be non-combustible to comply withBCA Vol 1 Part 3.7.1
non-combustible 'colorbond' parapet gutter tocomply with the BCA Vol 1 Part 3.7.1 tomatch roof colour installed to manufacturersdetails and specification
builder to provide appropriate water proofingto parapet wall and roof junction
5°
5°
Permanent aluminumpowdercoated louvred screens1650mm high above floor levelinstalled to manufacturers detailsand specification
non-combustible 'colorbond' 300mm wide boxgutter to match roof colour to comply with theBCA Vol 1 Part 3.7.1 installed tomanufacturers details and specification
non-combustible 'colorbond custom orb'roof sheeting @ 5° pitch to comply withthe BCA Vol 1 Part 3.7.1 installed tomanufacturers details and specificaiton
provide proprietary 'colorbond' flashingsto match roof colour to ridge and roof towall junctions installed to manufacturersdetails and specification
'colorbond' rectangular 100x50downpipes to match wall colourinstalled to manufacturers details andspecification
dp
dp
20°
20°
20°
20°
20°
non-combustible 'colorbond' flashing to act asgutter installed to manufacturers details andspecification. refer to A.05 for cross section. tocomply with the BCA Vol 1 Part 3.7.1
outline of buildingshown dashed under
non-combustible 'colorbond custom orb'roof sheeting @ 20° pitch to comply withthe BCA Vol 1 Part 3.7.1 installed tomanufacturers details and specification.
provide proprietary 'colorbond' flashingsto match roof colour to ridge and roof towall junctions installed to manufacturersdetails and specification
non-combustible 'colorbond' parapet gutterto comply with the BCA Vol 1 Part 3.7.1 tomatch roof colour installed tomanufacturers details and specification
'colorbond' rainwater heads to matchwall colour to be installed tomanufacturers details and specification
concrete roof set 50mm lower than firstfloor level with fall of 20mm towardsfront into small spoon drain
'colorbond' gutter and fascia to matchroof colour installed to manufacturersdetails and specification
dpfall
fall
fall
fall
fall
fall
fall
fall
fall
fall
fallfall
fall
ridgeridge
hip
valle
y
hip
hip
hip
ridge
dp
'colorbond' rectangular 100x50downpipes to match wall colour installedto manufacturers details and specification
'colorbond' 300mm wide box gutter tomatch roof colour installed tomanufacturers details and specification
Permanent non-combustiblealuminum powdercoated louvredscreens 1650mm high above floorlevel to comply with the BCA Part3.7.1 installed to manufacturersdetails and specification
C-C
A.05
fall
non-combustible 'colorbond' parapet gutterto comply with the BCA Vol 1 Part 3.7.1 tomatch roof colour installed tomanufacturers details and specification
dp
builder to provide appropriate waterproofing to parapet wall and roof junction
Drawing Number Issue
ScaleDrawing Title
Project Number
Project Description
Drawing Coordinated
Checked
Issue Revision Description Date
Key Plan.
NOTES
Drawing Director Approval
1. This drawing is to be read in conjunction with all architect,consultant drawings and specifications.2. This drawing remains the property of Megara Developments andshall not be copied in part or full or used without prior writtenpermission.3. Use figured dimensions only do not scale.4. All dimensions on drawings, including new and existing, shall bechecked on site by the builder prior to commencement ofconstruction or placing of orders. Report any discrepancies on thedrawings to the Architect immediately.
1 : 100
3K:\Architectural\PROJECT DATA\H\Hobbs, Kate\104353\02 - WF Architectural\2.30 Construction Drawings\2.32 Revit\A2011-0002 3 Storey House, Lot 2 Joel Terrace.rvt15/08/2013 5:43:43 PM
A.03
Elevations and Roof Plan
A2011-0002
Proposed 3 Storey House
Enter address here
CL
NM
PRELIMINARY
Approver
East Elevationscale 1:100 @ A1 size
West Elevationscale 1:100 @ A1 size
North Elevationscale 1:100 @ A1 size
South Elevationscale 1:100 @ A1 size
Front Perspective
1 Issued for Client Approval 25.07.13
2 ISSUED FOR BUILDING LICENSE 08.08.13
3 ISSED FOR BUILDING PERMIT 15.08.13
ITEM 9.1.3
Ground Floor RL 6.498 39c
0
First Floor RL 9.584 25c
3086
GF WP height RL 9.200 31c + WP
2702
Basement RL 3.155 -39c
-3343
2788
384
2702
468
2875
fridge recess
230mm cavity brick walls withconcrete rendered and painted finish.colour to clients specification
permanent aluminum louvredscreens 1650mm high abovefloor level installed tomanufacturers details andspecification
'colorbond' 300mm wide box gutter tomatch roof colour installed tomanufacturers details and specification
'colorbond custom orb' roof sheeting@ 5 ° pitch installed to manufacturersdetails and specificaiton
provide proprietary 'colorbond' flashingsto match roof colour to ridge and roof towall junctions installed to manufacturersdetails and specificationspout from trough drain at balcony
end to allow water to flow into boxgutter. seal penetration throughmasonry appropriately
zero offset from boundary masonry brick wall sealedcompletely and to be solid bricks to acheive a fire ratingof 60/60/60 to comply with the BCA part 3.7.1. internallining to be 13mm thick painted plasterboard installed tomanufacturers details and specification
300300
5.0
0°
2 course thick concrete suspendedslab strictly to structural engineersdetails and specification
floor to ceiling window withpowdercoated frames to be installed tomanufacturers details and specification.provide lintel and prietary flashing towindow head
provide approriate sealant to theexterior and interior of the frameto prevent moisture penetration tocomply with the BCA Part 3.3
concrete footings and slab strictlyto structural engineers details andspecification
provide waterproof membrane tounderside of concrete slab and footingsinstalled to manufacturers details andspecification
provide termite barrier to comply withthe BCA part 3.13 and AS 3660.1
provide proprietary flashing to boxgutter installed to manufacturersdetails and specification
ceiln
g h
eig
ht
2670
R3.5 bulk insulation batts toceiling installed to manufacturersdetails and specification
glazed balustrading over small masonry wall tothe BCA Part 3.9 and AS 1288 installed tomanufacturers details and specification
wall
heig
ht
1800
20.0
0°
glazed double doorsinstalled to manufacturersdetails and specification
1800mm high walls (21c) to betiled on one side and lined withpainted plasterboard on the other
ceili
ng h
eig
ht
2875
u/s
ide o
f sla
b
3172
172
B Ceiling
-468
950
steel truss strictly to struss manufacturersdetails and specification
First Floor RL 12.372 68c + WP
5874
glazed glazed
glazed
f f
non-combustible aluminium louvred screens 1650mmhigh above floor level to comply with the BCA Part3.7.1 installed to manufacturers details andspecification
existing concrete retaining wall showndashed along boundary with'colorbond' fence over. see site planfor retaining wall heights on A.01
'colorbond' rainwater heads to match wallcolour to be installed to manufacturersdetails and specification
'colorbond' downpipes to match wallcolour to be installed to manufacturersdetails and specification
provide proprietary non-combustible'colorbond' flashings to match roof colour toridge and roof to wall junctions installed tomanufacturers details and specification
non-combustible 'colorbond custom orb' roofsheeting @ 20° pitch to comply with the BCAVol 1 Part 3.7.1 installed to manufacturersdetails and specification.
RL 3.155
RL 6.498
livingdining
bed 1
provide chosen shadow cornicesinstalled to manufacturers detailsand specification
10mm painted plasterboard ceiling fixed tobattens installed to manufacturers detailsand specification
13mm painted plasterboard to beinstalled to manufacturers detailsand specification
f
corner window above 1800 high wallto ceiling to shower recess only
provide termite barrier to boundary wallto comply with the BCA part 3.13 andAS 3660.1
475
u/s
ide o
f bulk
head
2400
ceiling height can be adjusted to allowfor plumbing disposal above. keepceiling as high as possible
Ground Floor RL 6.498 39c
0
First Floor RL 9.584 25c
3086
GF WP height RL 9.200 31c + WP
2702
Basement RL 3.155 -39c
-3343
ceili
ng h
eig
ht
2760
B Ceiling
-468
230mm cavity brick walls withconcrete rendered and painted finish.colour to clients specification
non-combustible 'colorbond custom orb'roof sheeting @ 20° ° pitch to comply withthe BCA Vol 1 Part 3.7.1 installed tomanufacturers details and specification.
provide proprietary 'colorbond' flashingsto match roof colour to ridge and roof towall junctions installed to manufacturersdetails and specification
zero offset from boundary masonry brick wallsealed completely and to be solid bricks toacheive a fire rating of 60/60/60 to comply withthe BCA part 3.7.1. internal lining to be 13mmthick painted plasterboard installed tomanufacturers details and specification
2 course thick concrete suspended slab strictlyto structural engineers details and specification.garage slab set down 1 course
concrete footings and slab strictlyto structural engineers details andspecification
provide waterproof membrane tounderside of concrete slab, footings andretaining walls installed to manufacturersdetails and specification
provide termite barrier tocomply with the BCA part3.13 and AS 3660.1
10mm painted plasterboard ceiling fixed tobattens installed to manufacturers detailsand specification
R3.5 bulk insulation batts to ceilinginstalled to manufacturers details andspecification
steel truss strictly to trussmanufacturers details andspecification
non-combustible 'colorbond' parapet gutterto comply with the BCA Vol 1 Part 3.7.1 tomatch roof colour installed to manufacturersdetails and specification
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
2930
31
32
33
34
35
175
concrete staircase from ground floor to firstfloor. 17 risers @ 181.5mm high. Goings @250mm. stair construction to comply with theBCA Part 3.9
concrete landings and winders to sit on innerleaf of brickwork. cut bricks to suit
riser
186
going
25020
riser
182
going
25020
2 course thick concrete suspendedslab strictly to structural engineersdetails and specification
175
steel truss structure fixed towall to structural engineersdetails and specification
6mm renderboard fixed to top hats tomanufacturers specification and finishedwith concrete render and painted finish.colour to be chosen by client
basement retaining walls strictly tostructural engineers details andspecification
provide appropriate water proofmembrane to retaining walls tobe installed to manufacturersdetails and specification
concrete paved floorto porch area
First Floor RL 12.372 68c + WP
5874
2788
384
2702
468
2875
ceili
ng h
eig
ht
2760
bed 2 bath
garage
store
RL 3.155
RL 6.412
RL 9.584
chosen solid core entry door installed tomanufacturers details and specification
cut bricks to suit roof angle and attachedtop hat for gutter strap tie down point at top.provide bird board to inner leaf
13mm painted plasterboard to beinstalled to manufacturers detailsand specification
ceili
ng h
eig
ht
2875
provide chosen by client cornicesinstalled to manufacturers details andspecification
duct
provide proprietary 'colorbond' flashingsto roof wall junction installed tomanufacturers details and specification
3161
97
3000
172
86
225
280
provide termite barrier to boundarywall to comply with the BCA part 3.13and AS 3660.1
R3.5 bulk insulation batts to ceilinginstalled to manufacturers details andspecification
masonry brick porch with concrete roof over.steel framed extrusion to match aroundsectional door. all materials used on steelframed structure to be non-combustible tocomply with BCA Vol 1 Part 3.7.1
door
heig
ht
13501350mm high door under stairs
builder to provide appropriate waterproofing to parapet wall and roof junction
First Floor RL 9.584 25c
3086
257
343
343
257
262
242
215 215
weephole @300 ctrs
20mm fall
75mm steel frame to innerleave, height may changeto suite new frame, heightto acheive desired fall
colorbond flashing installedto manufacturers detailsand specification
selected roof light fixed to steelframe. installed to manufacturersdetails and specification
90mm brick leaf
selected tilesover grout
north
timber wedge above brickwork to suite tile fall andframe height
concrete slab and upstandto structural engineersdetails and specification
10mm gyprock lining to bepainted and installed tomanufacturers details andspecification
01
A.05
First Floor RL 9.584 25c
3086
weephole @ 300 ctrs
75mm steel frame to inner leave, heightmay change to suite new frame, heightto acheive desired fall
waterproof membrane
selected roof light fixed to steelframe. installed to manufacturersdetails and specification
90mm brick leaf
selected tiles over grout
concrete slab and upstand to structuralengineers details and specification
10mm gyprock lining to be paintedand installed to manufacturersdetails and specification
lap wall waterproof membrane overfloor waterproof membrane
Marine plywood
Tile to be selected by the client
Basement RL 3.155 -39c
-3343
44
powdercoated aluminiumstacking door frame installedto manu details and spec
conc footings as per struceng details and spec
provide waterproofmembrane to slab
44mm setdown in concreteslab for stacking door frame
selected paving
Drawing Number Issue
ScaleDrawing Title
Project Number
Project Description
Drawing Coordinated
Checked
Issue Revision Description Date
Key Plan.
NOTES
Drawing Director Approval
1. This drawing is to be read in conjunction with all architect,consultant drawings and specifications.2. This drawing remains the property of Megara Developments andshall not be copied in part or full or used without prior writtenpermission.3. Use figured dimensions only do not scale.4. All dimensions on drawings, including new and existing, shall bechecked on site by the builder prior to commencement ofconstruction or placing of orders. Report any discrepancies on thedrawings to the Architect immediately.
As indicated
3K:\Architectural\PROJECT DATA\H\Hobbs, Kate\104353\02 - WF Architectural\2.30 Construction Drawings\2.32 Revit\A2011-0002 3 Storey House, Lot 2 Joel Terrace.rvt15/08/2013 5:43:44 PM
A.05
Sections A-A & B-B
A2011-0002
Proposed 3 Storey House
Enter address here
CL
NM
PRELIMINARY
Approver
Section A-A
A.01scale 1:50
Section B-B
A.01scale 1:50
Section C-C
A.02scale 1:20
Skylight Waterproofing Detail 01
A.05scale 1:5
REV 0
1 Issued for Client Approval 25.07.13
2 ISSUED FOR BUILDING LICENSE 08.08.13
3 ISSED FOR BUILDING PERMIT 15.08.13
Stacking Door Sill Detail 03
A.01scale 1:10
ITEM 9.1.3
Web:Rev. Issue Description Drn by Chk'd Proj.Eng. Date
Client
CERTIFIED FOR STRUCTURAL ADEQUACY
CHRIS DORIAN B.E.for DEC CONSULTANTS
DATE174 Hampton RoadSouth Fremantle, WA 6162
Ph: +08 9336 2042Fx: +08 9430 7841
Proj. No. CAD No.
THIS DRAWING REMAINS THE PROPERTY OF DEC CONSULTANTS ANDMUST NOT BE COPIED, REPRODUCED OR USED FOR ANY PURPOSEOTHER THAN THAT ORIGINALLY INTENDED WITHOUT THE WRITTENPERMISSION OF DEC CONSULTANTS 2013C
Project Engineer
Design By
Drawn By
Project Name
Drawing Title
Datum
Drawing No.
Date
Scale DwgSize
Rev.
A1
http://www.dorianec.com.au/
ISSUED FOR
CONSTRUCTION
11-002CD
LO
MA Standard Notes
Sept. 03, 2013
S00
Proposed 3 Storey House
Lot 2 ( No.34 ) Joel Terrace, East PerthCADDS Architectural
GENERAL NOTES2
1. IF IN DOUBT, ASK.
2. THESE DRAWINGS ARE TO BE READ IN CONJUNCTION WITH ALLARCHITECTURAL AND ALL OTHER CONSULTANTS' DRAWINGS ANDSPECIFICATIONS AND WITH SUCH OTHER WRITTEN INSTRUCTIONS AS MAY BEISSUED. ANY DISCREPANCIES SHALL BE REFERRED TO THE SUPERINTENDENTFOR CLARIFICATION BEFORE PROCEEDING WITH WORK.
3. ALL DIMENSIONS ARE IN MILLIMETRES AND THOSE RELEVANT TO SETTING OUT(EXCLUDES FINISHES) AND OFFSITE WORK SHALL BE VERIFIED BY THECONTRACTOR BEFORE CONSTRUCTION AND FABRICATION ARE COMMENCED.THESE DRAWINGS SHALL NOT BE SCALED.
4. ALL DIMENSIONS ARE REQUIRED TO BE CHECKED ON SITE, ANYDISCREPANCIES SHOULD BE REPORTED TO THE ENGINEER.
5. ALL LEVELS AND GRID CO-ORDINATES ARE IN METRES.
6. DURING CONSTRUCTION THE BUILDER SHALL BE RESPONSIBLE FORMAINTAINING THE STRUCTURE IN A STABLE CONDITION AND NO PART SHALLBE OVER STRESSED UNDER CONSTRUCTION ACTIVITIES. BUILDER IS TO MAKEGOOD AFTER REMOVAL.
7. WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH THECURRENT EDITION OF THE RELEVANT AS CODES AND THE BY-LAWS ANDORDINANCES OF THE RELEVANT BUILDING AUTHORITY, EXCEPT WHEREVARIED BY THE CONTRACT DOCUMENTS.
8. IT IS THE BUILDERS RESPONSIBILITY TO ENGAGE AND PAY FOR ON THECLIENTS BEHALF A SUITABLE QUALIFIED ENGINEER TO SPECIFY THE DESIGNWIND PRESSURES FOR THE GLAZING SYSTEMS.
9. ALL HANDRAILS, BARRIERS AND FENCES NOT SPECIFICALLY DETAILED ON THESTRUCTURAL DRAWINGS ARE TO BE INSTALLED STRICTLY IN ACCORDANCEWITH THE MANUFACTURER'S REQUIREMENTS. BUILDER IS TO ENGAGE AQUALIFIED ENGINEER TO CHECK AND DESIGN ALL FIXINGS AND MEMBERS TOCOMPLY WITH THE CURRENT REQUIREMENTS OF THE BCA AND AS1170.
10. BUILDER IS TO ENSURE ALL FINISHES FIXED OR GLUED DIRECTLY TOSTRUCTURAL ELEMENTS HAVE SUITABLE DETAILING TO ALLOW FOR THERMALEXPANSION AND CONCRETE SHRINKAGE.
11. WATERPROOFING OF ALL STRUCTURAL COMPONENTS TO BE TO ARCHITECTSSPECIFICATION
BUILDER NOTE - COMPLIANCE INSPECTIONS
1. AS PART OF THE BUILDING LICENCE FOR THIS PROJECT, THE BUILDER MAY BEREQUIRED TO HAVE THE STRUCTURAL ENGINEER CERTIFY THE COMPLETEDSTRUCTURE HAS BEEN BUILT IN ACCORDANCE WITH THE APPROVEDDRAWINGS &/OR WITH ANY SUBSEQUENT WRITTEN INSTRUCTIONS.
2. IF DEC CONSULTING GROUP ARE TO PROVIDE THIS CERTIFICATION, THEBUILDER MUST ARRANGE FOR DEC TO INSPECT EACH OF THE STRUCTURALITEMS AT APPROPRIATE STAGES. THESE ITEMS AND STAGES INCLUDE, BUTARE NOT LIMITED TO THE FOLLOWING:,
2a. CONCRETE REINFORCEMENT, PRIOR TO POURING OF CONCRETE IN:
FOOTING EXCAVATIONS
SLABS ON GROUND
SUSPENDED SLABS AND BEAMS
CONCRETE COLUMNS AND WALLS
PRECAST OR TILT-UP WALLS
RETAINING WALLS
2b. STRUCTURAL STEELWORK PRIOR TO ANY CLADDING BEING FIXED.
2c. CONCRETE WALL PANEL CONNECTIONS.
3. THE BUILDER MUST PROVIDE APPROPRIATE EVIDENCE THAT THE SPECIFIEDCONCRETE HAS BEEN SUPPLIED FOR EACH CONCRETE ELEMENT.
4. THE BUILDER MUST PROVIDE EVIDENCE THAT THE REQUIRED LEVELS OFFOUNDATION COMPACTION HAVE BEEN ACHIEVED.
5. WHERE A GEOTECHNICAL ENGINEER HAS MADE SPECIFIC RECOMMENDATIONS,EVIDENCE THAT THESE HAVE BEEN ACHIEVED MUST BE PROVIDED.
6. UNLESS FEES FOR OUR INSPECTIONS AND CERTIFICATIONS HAVE BEENPREVIOUSLY NEGOTIATED WITH DEC BY OTHERS, THESE FEES WILL BE THEBUILDER'S RESPONSIBILITY. IT IS REQUIRED THAT THE BUILDER NEGOTIATETHESE FEES WITH THE ENGINEER AT TENDER STAGE..
7. IF THE BUILDER REQUIRES THE FABRICATION DRAWINGS TO BE CHECKED &CERTIFIED BY THE PROJECT ENGINEER, THE COSTS ASSOCIATED WITH THISWILL BE THE BUILDER'S RESPONSIBILITY, UNLESS THESE FEES HAVE BEENPREVIOUSLY NEGOTIATED WITH DEC BY OTHERS. THIS MUST BE CONFIRMEDBY THE BUILDER.
8. FOR ALL ENQUIRIES REGARDING THESE DRAWINGS, THE BUILDER IS TOCONTACT THE DESIGN ENGINEER, AS NOTED IN THE TITLE BLOCK. THE DESIGNENGINEER WILL INTRODUCE THE BUILDER TO OUR NOMINATEDREPRESENTATIVE IN OUR SITE SERVICES DIVISION.
STEEL LINTELS
STEEL LINTELS SHALL BE:
LOAD WIDTHMAXIMUM SPAN (mm)
UP TO 2400mmLINTEL DIMENSION (mm)
2400mm TO 4800mmLINTEL DIMENSIONS (mm)
950 65 x 10 FLAT 75 x 10 FLAT
1300 75 x 75 x 5.0 EA 75 x 75 x 6.0 EA
1350 TO 1550 75 x 75 x 6.0 EA 90 x 90 x 6.0 EA
1600 TO 1800 75 x 100 x 6.0 UA 90 x 90 x 8.0 EA
1850 TO 2400 100 x 100 x 8.0 EA 125 x 75 x 8.0 UA
UP TO 3000 150 x 90 x 8.0 UA 150 x 90 x 10 UA
T-LINTELS
- 250 END BEARING.
- 2 L6 GALVANIZED HD WIRES IN FIRST 2 BED JOINTS OF EACH LEAF.
- 500 LAPS, 20 SIDE COVER.
MASONRY
1. ALL BLOCKWORK & BRICKWORK SHALL BE IN ACCORDANCE WITH AS3700
2. CONCRETE BLOCKS SHALL BE IN ACCORDANCE WITH AS2733
3. REINFORCEMENT AND CONCRETE CORE FILLING SHALL COMPLY WITH THE NOTES ON"CONCRETE AND REINFORCEMENT".
4. MORTAR SHALL BE CLASSIFICATION M3 OR M4 IN ACCORDANCE WITH AS3700 2.2
5a. BOND BEAM REINFORCEMENT SHALL BE CONTINUOUS AT INTERSECTING WALLS & BARSANCHORED & LAPPED TO DEVELOP FULL TENSILE STRESS .
5b. SUPPORT REINFORCED BRICK LINTELS FOR 14 DAYS MINIMUM.
6. CLEANEST BLOCKS SHALL BE PROVIDED AT THE BASE OF ALL CORES SUCH CORES FORCLEANING BY AN APPROVED METHOD.
7. ALL CORES TO BE CONCRETE FILLED SHALL BE CLEANED OUT BY RODDING PRIOR TOCONCRETE FILLING.
8. RETAINING WALLS SHALL BE FULLY CORE FILLED. BACKFILL TO RETAINING WALLS SHALLNOT BE CARRIED OUT UNTIL 14 DAYS AFTER CORE FILLING.
9. PROVIDE 10mm STACK BONDED CONTROL JOINTS. CONTROL JOINT TO CONSIST OF FLEXIBLEMASONRY ANCHORS EVERY 3rd COURSE. BRUNSWICK TYPE MFA 3/3. APPLY FLEXIBLESEALANT OVER BACKING ROD. 'REFER TO ARCHITECTURAL DRAWINGS FOR EXACTLOCATION.'
10. CROSSWALLS SHALL BE FULLY BONDED FOR THE FULL HEIGHT OF INTERSECTING WALL.
11. HORIZONTAL CHASING IS NOT PERMITTED WITHOUT WRITTEN APPROVAL FROM THEENGINEER.
12. LAP WIRES 500mm AT SPLICES AND AROUND CORNERS AND COG 500mm INTO INTERSECTINGWALLS. 20mm COVER TO ALL WIRES.
13. ALL WIRES IN EXTERNAL FACE OF EXTERNAL LEAF TO BE GALVANISED TO AS/NZS4680.
14. PROVIDE L6 HORIZONTAL REINFORCEMENT TO FIRST 3 BEDS OF WALLS SUPPORTED BYBEAMS AND SUSPENDED SLABS.
15. PROVIDE 10mm VERTICAL MOVEMENT JOINTS AT 5m MAX. FILL JOINT WITH COMPRESSIBLEMASTIC SEALANT & BACKING ROD.
16. BRICKWORK WITH A ≥ 50mm CAVITY TO BE TIED WITH MEDIUM DUTY TIES AT 400mm c/cVERTICALLY AND 600mm HORIZONTALLY. BRICKWORK WITH ≥ 90mm CAVITY TO BE TIED WITHHEAVY DUTY TIES AT 400mm c/c VERTICAL AND 600mm HORIZONTALLY. ALL BRICK TIES TO BESTAINLESS STEEL MIN. GRADE 316 TYP.
2 Update Design Criteria RS LO CD 05-09-13
2
DESIGN CRITERIA
1. DEAD, LIVE, WIND AND EARTHQUAKE LOADS TO AS1170.
2. DESIGN WIND CLASSIFICATION TO AS4055 : N3
REGION = A
DESIGN GUST WIND SPEED = 50.0m/sec (ULTIMATE LIMIT STATE)
= 32.0m/sec (SERVICEABILITY LIMIT STATE)
3. EARTHQUAKE
kp = 1.0
HAZARD FACTOR Z = 0.09 (PERTH)
SUBSOIL CLASS = C
4. FOUNDATIONS
REFER TO STRUCTERRE GEOTECH REPORT : REF NO. J115779
'M' CLASS SITE TO AS 2870
CLAY SITE: 150kPa BEARING PRESSURE
5. LIVE LOADS
FLOORS = 1.5kPa (2.0kPa LANDINGS & BALCONIES)
ROOFS = 0.25kPa
DRIVEWAYS & PARKING = 2.5kPa
CONCRETE AND REINFORCEMENT
1. ALL CONCRETE WORKS SHALL BE IN ACCORDANCE WITH AS3600.CONCRETE SPECIFICATION SHALL BE:
LOCATION F'C (MPA) MAX AGGSIZE(mm)
SLUMP(mm)
FOOTINGS 20 20 80
GRD SLAB - INTERNAL 25 20 80
GRD SLAB - EXTERNAL 32 20 80
CORE FILL 20 10 120
SUSPENDED SLABS 32 20 80
2.
COVER TO REINFORCEMENT SHALL BE:
LOCATION BOTTOM(mm) TOP(mm) SIDES(mm)
FOOTING 70 50 50
GRD SLAB - INTERNAL - 30 50
GRD SLAB - EXTERNAL - 40 40
WITHIN MASONRY 10 10 10
SUSPENDED SLABS 30 30 30
INTERNAL
SUSPENDED SLABS 30 30 30
EXTERNAL
3. REINFORCEMENT SHALL BE SUPPORTED ON APPROVED PLASTIC ORPLASTIC TIPPED WIRE CHAIRS & HOLD RIGIDLY IN POSITION AS FOLLOWS:* BARS UP TO N12 AND FABRIC - 800mm CENTRES* BARS N16 AND LARGER - 1200mm CENTRESWELDING REINFORCEMENT IS NOT PERMITTED UNLESS APPROVED BY ENGINEER.
4. CONSTRUCTION JOINTS SHALL BE SCABBLED, CLEANED AND COATED WITHA CEMENT/WATER SLURRY IMMEDIATELY PRIOR TO PLACING CONCRETE.
5. CONCRETE SHALL BE COMPACTED USING MECHANICAL VIBRATORS.
6. CONCRETE SHALL BE CURED FOR A MINIMUM OF 7 DAYS BY FLOODING,KEEPING CONTINUOUSLY MOIST, THE APPLICATION OF AN APPROVEDCURING COMPOUND OR BY OTHER MEANS APPROVED BY THE ENGINEER.
7. NO HOLES OR CHASES OTHER THAN THOSE SHOWN ON THE DRAWINGS SHALLBE MADE UNLESS APPROVED BY ENGINEER. PIPEWORK PASSING THROUGHFOOTING BEAMS SHALL BE TO THE APPROVAL OF THE ENGINEER & SHALLBE WRAPPED WITH A COMPRESSIBLE MATERIAL OF MINIMUM 6MM THICKNESS.
8. FORMWORK AND STRIPPING TIMES SHALL COMPLY WITH AS3610.REMOVE FORMWORK ONLY WHEN CONCRETE HAS ATTAINED ITS DESIGN (f'c)STRENGTH UNLESS OTHERWISE INSTRUCTED BY THE STRUCTURAL ENGINEER.
9. CONTROL, EXPANSION AND CONTRACTION JOINTS SHALL BE CONSTRUCTEDAS DETAILED. SAW CUT JOINTS SHALL BE MADE WITHIN 12 HOURS OFCONCRETE PLACEMENT.
10. ALL MESH TO CONFORM WITH AS1304
11. PIER FOOTINGS TO BE 75mm LARGER THAN BRICK DIMENSION. FOR ALLCASES MINIMUM SIZE TO BE 400 x 400 x 200 DEEP.
12. PLACE SLAB THICKENING (300 WIDE X 250 DEEP) UNDER INTERNALWALLS (90 or 110) HIGHER THAN 3.7m.
13. LOCATE CONDUITS AND PIPES CENTRALLY IN SLAB AT 50mm MINIMUMSPACING. USE SLIP CONNECTORS ACROSS CONTROL JOINTS.
14. REINFORCEMENT SHALL BE IN ACCORDANCE WITH THE FOLLOWINGSTANDARDS:R INDICATES PLAIN REINFORCING BAR R250N TO AS/NZS4671.L INDICATES PLAIN OR DEFORMED WIRE R500L OR D500L TO AS/NZS4671.RL INDICATES DEFORMED RECTANGULAR MESH D500RL TO AS/NZS4671.SL INDICATES DEFORMED SQUARE MESH D500L TO AS/NZS4671.N INDICATES DEFORMED BARS D500N TO AS/NZS4671.S INDICATES DEFORMED BARS D250N TO AS/NZS4671.TM SUFFIX INDICATES TRENCH MESH USING DEFORMED BARS D500L TOAS/NZS4671.
15. ALL GALVANIZED ITEMS WHICH ARE CAST INTO CONCRETE ARE TO BEPASSIVATED IN A 0.2% SODIUM DICHROMATE SOLUTION OR EQUIVALENT.
16. ALL FORMWORK SHALL BE RIGIDLY CONSTRUCTED OF APPROVEDMATERIAL. FORMWORK AND SUPPORTS SHALL BE DESIGNED TOWITHSTAND ALL POSSIBLE LOAD COMBINATIONS DURING CONSTRUCTION.
BAR ø (MAX) LAP
12 450
16 800
20 1100
24 1500
28 1950
32 2400
USE THIS U.N.O.
FOUNDATION NOTES
1. DESIGN IS BASED ON CLASS 'M' FOUNDATION TYPE OR BETTER TO AS2870.IT IS THE BUILDER'S RESPONSIBILITY TO CONFIRM THE FOUNDATION TYPEPRIOR TO COMMENCING CONSTRUCTION. SHOULD THE FOUNDATION TYPEOR BEARING CAPACITY NOT SATISFY THE ABOVE CRITERIA THE BUILDERSHALL IMMEDIATELY CONTACT ENGINEER PRIOR TO CONSTRUCTIONPROCEEDING.
2. BUILDER TO GRUB OUT AND REMOVE ALL ORGANIC MATERIAL AND DEBRISFROM THE BUILDING PLATFORM.
3. AFTER EXCAVATION AND PRIOR TO PLACING ANY FILL MATERIAL, AN AREAEXTENDING TO 1500mm BEYOND THE BUILDING SHALL BE COMPACTEDWITH A MINIMUM OF 6 PASSES OF AN 8T HIGH FREQUENCY VIBRATORYROLLER. ANY SOFT AREAS SHALL BE DUG OUT AND REPLACED WITHAPPROVED NON-PLASTIC FILL. THE ENGINEER SHALL BE NOTIFIED WHENTHE FOUNDATION AREA HAS BEEN COMPLETED, AND HIS APPROVAL TOPROCEED WITH THE WORKS SHALL BE OBTAINED.
4a. FILL MATERIAL UNDER THE SLAB SHALL BE APPROVED NON-PLASTICMATERIAL COMPACTED IN 200 MAXIMUM THICKNESS LAYERS.
4b. FILL DEPTHS GREATER THAN 400mm REQUIRE "LEVEL 2" SUPERVISION INACCORDANCE WITH AS3798. CONTACT ENGINEER FOR ADVICE.
4c. PERTH YELLOW SANDS COMPACT SAND UNDER FOOTINGS AND SLABS TO 7BLOWS PER 300mm OF A 9.0kg x 600mm PENETROMETER (TO AS1289 F3.3)OR AS OTHERWISE DETERMINED BY THE STRUCTURAL ENGINEER FOR ADEPTH OF 750mm UNO.
4d. OTHER FOUNDATION MATERIAL/FILL : COMPACT BOTTOM OF ALL FOOTINGTRENCHES WHERE EXCAVATED IN NATURAL SAND TO PROVIDEPENETROMETER READINGS NOT LESS THAN 6 BLOWS PER 300mm.COMPACT OTHER SOIL EXPOSED BY EXCAVATION OR PLACED, TO AMINIMUM DENSITY OF 95% OF SRDD AT OPTIMUM MOISTURE CONTENT ±2%LABORATORY COMPACTION WHEN TESTED IN ACCORDANCE WITH AS1289.THE COST OF SUCH TESTING SHALL BE BORNE BY THE BUILDER & BEDEMONSTRATED TO A DEPTH OF 600mm BELOW THE FOUNDATION OR SLABUNO.
5. WHERE CLAY IS ENCOUNTED ON SITE, REPLACE CLAY WITH MINIMUM OF600mm DEEP CLEAN COMPACTED SAND UNDER ALL FOOTINGS & FLOORSLABS.
6. NON-PLASTIC FILL SHALL SATISFY THE FOLLOWING CRITERIA:
AS METRIC SIEVE % PASSING BY WEIGHT
75mm 100
2.36mm 25 - 70
75µm 0 - 30
LINEAR SHRINKAGE PASSING 4.25µm 0 - 6%. THE PLASTICITY INDEX (TOAS1289.3.3.1) SHALL BE LESS THAN 30% & A LIQUID LIMIT OF LESS THAN 45%MATERIAL RETAINED ON 2.36mm SIEVE SHALL CONSIST OF SOUND STONE.
7. THE BUILDING PLATFORM IS TO BE SHAPED TO ENSURE IT DRAINS TO ITSPERIMETER & THAT SUCH DRAINAGE IS TAKEN AWAY FROM THE PLATFORMAREA.
8. FOOTINGS AT LOWEST LEVEL MUST BE THE FIRST FOOTINGS CONSTRUCTED.
9. LOCATED PLUMBING LINES OVER TOP OF FOOTINGS AND STEP FOOTINGS.
10. THE OWNER IS REFERRED TO CSIRO SHEET NO. 10-91 DATED JULY 1986 - "GUIDETO HOME OWNERS ON MAINTENANCE AND FOOTING PERFORMANCE",PARTICULARLY IN RELATION TO GARDEN BEDS, IRRIGATION AND DISCHARGE OFDOWNPIPES IN PROXIMITY TO FOOTINGS ON CLAY SITES.
PROTECTIVE COATING FOR FASTENERS
ENVIRONMENT
CORROSIONRESISTANCE CLASS
(AS 3566.2) COATING TYPE
MINIMUMTHICKNESS
(MICRON METRES)
MINIMUMPOROSITY
RATING
GENERAL USE ININTERNAL APPLICATIONS
1 ELECTROPLATED ZINC
4 N/A
GENERAL USE IN OTHERTHAN EXTERNALAPPLICATIONS, BUT WHERESIGNIFICANT LEVELS OFCONDENSATION OCCURS
2 ELECTROPLATED ZINC
17 6
EXTERNAL APPLICATIONSIN MILD, OR MODERATEINDUSTRIAL/MARINEENVIRONMENTS. ISO 9223CORROSIVITY CATEGORIESC2 AND C3
3 MECHANICALLYPLATED ZINC/TIN
25 8
EXTERNAL USE IN SEVEREMARINE ENVIRONMENT.ISO 9223 CORROSIVITYCATEGORY C4
4 MECHANICALLYPLATED ZINC/TIN
45 8
NOTE:
SEVERE MARINE: UP TO 300m FROM LARGE EXPANSE OF SALT WATERMILD/MODERATE MARINE: 300m - 1Km FROM LARGE EXPANSE OF SALT WATERTHESE DISTANCES MAY INCREASE DUE TO SITE SPECIFIC FACTORS SUCH AS PREVAILING WINDS AND HEAVYSURF
PROTECTIVE COATINGS FOR STEELWORK
ENVIRONMENT LOCATION MINIMUM PROTECTIVE COATING GENERAL STRUCTURAL STEELMEMBERS
MODERATEMORE THAN 1KmFROM BREAKINGSURF OR MORETHAN 100mFROM SALTWATER NOTSUBJECT TOBREAKING SURFOR NON-HEAVYINDUSTRIALAREAS
INTERNALEXTERNAL
NO PROTECTION REQUIRED IN A PERMANENTLY DRY LOCATION NOTE 6.OPTION 1. 2 COATS ALKYD PRIMEROPTION 2. 2 COATS ALKYD GLOSSOPTION 3. HOT DIP GALVANISE 300g/m2 MINOPTION 4. HOT DIP GALVANISE 100g/m2 MINPLUS -a) 1 COAT SOLVENT BASED VINYL PRIMER; ORb) 1 COAT1 VINYL GLOSS OR ALKYD
PROTECTIVE COATINGS FOR STEELWORK NOTES
1. HEAVY INDUSTRIAL AREAS MEANS INDUSTRIAL ENVIRONMENTS AROUND MAJOR INDUSTRIALCOMPLEXES. THERE ARE ONLY A FEW SUCH REGIONS IN AUSTRALIA, EXAMPLES OF WHICH OCCURAROUND PORT PIRIE AND NEWCASTLE.
2. THE OUTER LEAF AND CAVITY OF AN EXTERNAL MASONRY WALL OF A BUILDING, INCLUDING WALLSUNDER OPEN CARPORTS ARECONSIDERED TO BE EXTERNAL ENVIRONMENTS. A PART OF ANINTERNAL LEAF OF AN EXTERNAL MASONRY WALL WHICH ISLOCATED IN THE ROOF SPACE IS CONSIDERED TO BE IN AN INTERNALENVIRONMENT.
3. WHERE A PAINT FINISH IS APPLIED THE SURFACE OF THE STEEL WORK MUST BE HAND OR POWERTOOL CLEANED TO REMOVE ANY RUST IMMEDIATELY PRIOR TO PAINTING.
4. ALL ZINC COATINGS (INCLUDING INORGANIC ZINC) REQUIRE A BARRIER COAT TO STOPCONVENTIONAL DOMESTIC ENAMELS FROM PEELING.
5. REFER TO THE PAINT MANUFACTURER WHERE DECORATIVE FINISHES ARE REQUIRED ON TOP OFTHE MINIMUM COATING SPECIFIED IN THE TABLE FOR PROTECTION OF THE STEEL AGAINSTCORROSION.
6. INTERNAL LOCATIONS SUBJECT TO MOISTURE, SUCH AS IN CLOSE PROXIMITY TO KITCHEN ORBATHROOM EXHAUST FANS ARE NOT CONSIDERED TO BE IN A PERMANENTLY DRY LOCATION ANDPROTECTION AS SPECIFIED FOR EXTERNAL LOCATIONS IS REQUIRED.
7. FOR APPLICATIONS OUTSIDE THE SCOPE OF THIS TABLE, SEEK SPECIALIST ADVICE.
STRUCTURAL STEEL
1. ALL STEELWORK SHALL BE IN ACCORDANCE WITH:AS3990 STEELWORK FOR ENGINEERING APPLICATIONSAS4100 STEEL STRUCTURESAS1538 COLD FORMED STEEL STRUCTURES
2. FABRICATOR TO CHECK ALL DIMENSIONS BEFORE CUTTING MATERIALS ORMANUFACTURING. FABRICATION TO AS4100 UON. THESE DRAWING ARE TOBE READ IN CONJUNCTION WITH THE PROJECT ARCHITECTURAL ANDOTHER CONSULTANTS' DRAWINGS.
3. UNLESS NOTED OTHERWISE ALL STEEL SHALL BE:AS3678 GRADE 250 HOT ROLLED PLATESAS3679.1 GRADE 300 HOT ROLLED UB, PFC, TFC, TFB, EA,UA & FLATSAS3679.2 GRADE 300 WB & WCAS1163 GRADE 250 FOR CIRCULAR HOLLOW SECTIONS Ø165mm & LESSAS1163 GRADE 350 FOR CIRCULAR HOLLOW SECTIONS LARGER THANØ165mm RECTANGULAR HOLLOW SECTIONSAS1397 500MPa FOR 1.2mm THICK PURLINS & GIRTS450MPa FOR 1.6mm THICK PURLINS & GIRTS450MPa FOR 1.0mm THICK CF CHANNELS450MPa FOR 1.6mm THICK CF CHANNELS
4. GALVANISING SHALL BE HOT DIPPED TO AS/NZS 4680
5. BOLTS SHALL BE GALVANISED AND OF SUFFICIENT LENGTH TO EXCLUDETHE THREAD FROM THE SHEAR PLANE. A SUITABLE WASHER SHALL BEUSED UNDER ALL NUTS, WHEN TENSIONING IS SPECIFIED HIGH STRENGTHBOLTS SHALL BE FULLY TENSIONED WITH LOAD INDICATING WASHERS TOTHE REQUIREMENTS OF AS4100.
6. BOLT LEGEND 4.6/S COMMERCIAL GRADE 4.6 BOLTS SNUG TIGHTENED 8.8/SHIGH STRENGTH GRADE 8.8 BOLTS SNUG TIGHTENED. 8.8/TB HIGHSTRENGTH GRADE 8.8 BOLTS TENSIONED BEARING CONNECTION. 8.8/TFHIGH STRENGTH GRADE 8.8 BOLTS TENSIONED FRICTION CONNECTION.
7. UNLESS OTHERWISE SPECIFIED THE FOLLOWING SHALL APPLY -(i) CLEATS, BRACKETS, STIFFENERS ETC. TO BE 10mm THICK,EX-STANDARD SQUARE EDGE FLATS U.N.O.(ii) WELDING TO BE CARRIED OUT IN ACCORDANCE WITH AS/NZS 1554.1:1995 WELDING CONSUMABLES TO BE E48XX OR W50X U.N.O. ALL WELDSTO BE 6mm CFW SP CATEGORY U.N.O. CPBW TO BE SP CATEGORY U.N.O(iii) INSPECTION TO BE CARRIED TO AS/NZS 1554.1:1995. ALL GP/SPWELDS TO BE 100% VISUALLY SCANNED. SP WELDS ALLOW FOR 25%VISUAL EXAMINATION U.N.O.(iv) 6mm END PLATES TO ALL HOLLOW SECTIONS (SEAL WELD).(v) BOLT HOLE CLEARANCE 2mm(vi) HOLD DOWN BOLT CLEARANCE 4mm(vii) GROUT - A SPACE FOR 25mm OF 2:1 SAND : CEMENT MORTAR OFDAMP EARTH CONSISTENCY UNDER ALL BASE PLATES.(viii) CONNECTIONS - MINIMUM OF 2-M16 4.6/S BOLTS(ix) BRACING INTERSECTS ON CENTRELINES AND CENTRE OF GRAVITYFOR ANGLES.
8. FABRICATOR SHALL ALLOW FOR ALL CLEATS AND OTHER FIXINGSREQUIRED BY THE SUPERVISOR.
9. PURLINS & GIRTS ARE TO COMPLY WITH AS1397-1993, & HAVE A MINIMUMGALVANISED COATING OF Z350 (350 g/sqm). CLEAT CONNECTIONS ARE TOBE IN ACCORDANCE WITH AISC STANDARDISED CONNECTIONS ORMANUFACTURER'S RECOMMENDATIONS U.N.O. BOLTING & BRIDGING TOBE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS.
10. CONCRETE ENCASEMENT TO STEEL SHALL BE GRADE 25 CONCRETE AMINIMUM 50mm COVER OVER STRUCTURAL STEEL SURFACES. MEMBERSSHALL BE WRAPPED WITH FGW 41 BEFORE CONCRETING. AND WITH COVERTO FABRIC OF 25 mm AND LAPS OF 150 mm AT SPLICES.
11. CONTRACTOR SHALL SUPPLY SHOP DRAWINGS FOR APPROVAL BEFOREFABRICATION IS STARTED.
12. SEAL ALL OPEN ENDS OF PIPES OR RHS MEMBERS. GRIND OFF ALLVISIBLE WELDS AND BRAND MARKS TO NEAT APPEARANCEWHERE SPECIFIED
13. (i)THE CONTRACTOR SHALL REMAIN RESPONSIBLE AT ALL TIMES FORPROVIDING ALL NECESSARY TEMPORARY BRACING AND OTHERSUPPORTS DURING ERECTION, TO STABILISE THE PARTIALLYCONSTRUCTED BUILDING.
(ii)PARTICULAR ATTENTION MUST BE PAID TO THE BUCKLING STABILITYOF BEAMS AND COLUMNS PRIOR TO THE CONNECTION OF PURLINS,GIRTS, FLYBRACES AND OTHER BRACING ELEMENTS.
(iii)IT IS THE RESPONSIBILITY OF THE BUILDER TO OBTAIN PROPERTECHNICAL ADVICE WHEREVER NECESSARY TO ENSURE THEPARTIALLY COMPLETED STRUCTURE IS SAFE FROM COLLAPSE.
14. INSTALLATION OF STATIC SAFETY LINE FIXING POINTS (WHERE REQUIREDBY RELEVANT AUTHORITIES) SHALL BE THE BUILDER'S RESPONSIBILITY.
15. SURFACE FINISH - REFER TO ARCHITECTURAL SPECIFICATION,IF NOT SPECIFIED;INTERNAL - CLASS '1' HAND OR POWER TOOL CLEAN. 2 COATS RED OXIDE.MINIMUM TOTAL DRY THICKNESS 50-75µmEXTERNAL- CLASS '2.5' ABRASIVE BLAST. H.D GALVANIZE 75µm.- ALL STEEL IN CONTACT WITH GROUND TO HAVEEPOXY COAT OVER THE PAINTED FINISH.HOLDING DOWN BOLTS - HOT DIP GALVANIZE (600 g/sqm), UNO.
16. THE TENDERERS ARE TO ALLOW FOR THE COSTS OF THE STRUCTURALSTEELWORK SHOP DETAILER WE AKNOWLEDGE THE FACT THAT NOTEVERY ARCHITECTURAL & STRUCTURAL DETAIL HAS BEEN DOCUMENTED& THEREFORE THE SHOP DETAILER IS TO LIAISE CLOSELY WITH THEARCHITECT & STRUCTURAL ENGINEER TO RESOLVE ALL SUBSEQUENTDETAILS. THE STEEL SUB-CONTRACTOR IS TO BE AWARE & RESPONSIBLEFOR ALL DETAILING/FABRICATION COSTS OF THE PROJECT AT THE TIME OFVIEWING THE TENDER DOCUMENTS. ANY RESPONSE AT A LATER DATEREGARDING HIS BEING UNAWARE OF UNEXPECTED HIGH OR COMPLICATEDLEVELS OF DETAILING/FABRICATION WILL NOT BE ACCEPTED. THE BUILDERMUST SUPPLY COPY OF ARCHITECTURAL DRAWINGS TO HIS STEELFABRICATOR WHEN OBTAINING PRICES FOR THE STEEL WORK.
ENVIRONMENT MORTARCLASS
BUILT IN COMPONENTS
MODERATEWITHIN 50KM OF THE COASTAND MORE THAN 1KM FROMNON-SURF COAST AND MORETHAN 10KM FROM SURFCOAST INCLUDING SUBURBANAREAS OF CITIES.
Clay Units M2Concrete or M3Calcium silicateunits
R1R1
NOTE: BUILT IN COMPONENTS INCLUDE WALL TIES, MASONRY ANCHORS, LINTELBARS, BED JOINT MESH, BOLTS AND FIXINGS.
2
ITEM 9.1.3
UP
S01
1
ST
4
ST
2
ST
2
ST
2
ST
2
ST2
ST
3
RW
1
RW
1
RW1ST1
ST1
ST
1
ST1
ST
1
S01
2
S01
3
S01
4
S01
5
2c
S01
7
S01
6
AJ AJ AJ AJ AJ AJ
AJAJAJAJ
AJ
S01
8
ST1
Additional 2N16
3030
(abo
ve)
C4
(abo
ve)
C5
(abo
ve)
C4
(abo
ve)
C1
(abo
ve)
C4
(abo
ve)
C4
ST2
172
100
600
500
See layoutfor mesh
N12 @ 300 c/c
5-N12
N12 @ 200 c/cvertical bars
N12 @ 300 c/chorizontal bars
N12 @ 200 c/cL-bars, 500 lap min.
See layoutfor mesh
Cleansand fill
Subsoildrain
WPM
Drivewayto builders detail
Note: Do not backfill until after curing of suspended slab.
110 90
30
110
450
500
See Layoutfor mesh
100
3N16
WPM
R6 @ 250
300
3N16
See Layoutfor mesh
500
WPM
100
R6 @ 250
100
200
4003L12TM
See Layoutfor mesh
WPM
R6 @ 250
C1
2M16 HILTIHVU Adhesive8PL
2c
Note: Brick notshown for clarity
100
672
30
3N16
2c
ST4 ST1
3N16
SL82 mesh Paving & Sand Bedto Builders Detail
WPM
400
R6 @ 250
R6 @ 250
3N16
172
ST4
ST1
30
ST1
SL82 mesh
2c
Paving & Sand Bedto Builders Detail
3N16
WPM
500
100
R6 @ 25
R6 @ 250
C4Cavity Column
2M12 Holddown bolts
2M12 Holddown bolts orCast in weldPlate
C4 as Requiredtied to Masonry
10mm width of gapfor walls up to 3mmto 15mm width of gapfor walls up tp 6mjoint to be filled withcompressible backing& mastic sealant
Masonry flexible anchorsin walls over 3mBuilt in at half height &every seventh courseabove.
Masonry tieseither side of
Articulation Joint
AJ
Note:
- 2c setdown
- 30 wet area setdown
AJ - Articulate Joint
Web:Rev. Issue Description Drn by Chk'd Proj.Eng. Date
Client
CERTIFIED FOR STRUCTURAL ADEQUACY
CHRIS DORIAN B.E.for DEC CONSULTANTS
DATE174 Hampton RoadSouth Fremantle, WA 6162
Ph: +08 9336 2042Fx: +08 9430 7841
Proj. No. CAD No.
THIS DRAWING REMAINS THE PROPERTY OF DEC CONSULTANTS ANDMUST NOT BE COPIED, REPRODUCED OR USED FOR ANY PURPOSEOTHER THAN THAT ORIGINALLY INTENDED WITHOUT THE WRITTENPERMISSION OF DEC CONSULTANTS 2013C
Project Engineer
Design By
Drawn By
Project Name
Drawing Title
Datum
Drawing No.
Date
Scale DwgSize
Rev.
A1
http://www.dorianec.com.au/
ISSUED FOR
CONSTRUCTION
Asindicated
11-002CD
LO
MA Foundation Layout
Sept. 03, 2013
S01
Proposed 3 Storey House
Lot 2 ( No.34 ) Joel Terrace, East PerthCADDS Architectural
1 : 50
Foundation Layout
1 : 20 S01
RW1 Detail 1
1 : 20 S01
ST1 Detail 2
1 : 20 S01
ST2 Detail 3
1 : 20 S01
ST3 Detail 4
1 : 10 S01
C1 Holdown Detail 5
1 : 20 S01
Section 7
1 : 20 S01
Section 6
1 : 20 S01
Cavity Column Detail 8
1 : 20
Articulation Joint Detail
Footing Schedule
Mark Description Size Reinforcement
RW1 Retaining Wall See Details See Details
ST1 Strip Footing 500d x 450w 3-N16
ST2 Strip Footing 500d x 300w 3-N16
ST3 Strip Footing 200d x 400w 3L12TM
ST4 Slab Footing 672d x 400w 3-N16
Column Schedule
Mark Description Size Reinforcement
C1 Steel Column 65 x 65 x 4 SHS -
C4 Steel Column 100 x 50 x 5 RHS -
C5 Steel Column 150 x 50 x 5 RHS -
3 Update on Layout, Issued For Construction RS LO CD 05-09-13
3
3
3
3
ITEM 9.1.3
DN
DN
S03
6
N12 @ 250 c/c B1
N12 @ 250 c/c B2
N12 @ 250 c/c B1
N12 @ 250 c/c B1
N12 @ 250 c/c B1
N12 @ 250 c/c B2
N12 @ 250 c/c B2
N12 @ 250 c/c B2
B2
B1
2N16 2000 LongReentrant Bars
S03
4S03
3
S03
5
S03
1
S03
8
S03
9
S03
10
S03
7S03
2
N12 @ 250 c/c B1
LT
1 (
Belo
w)
LT
3 (
Belo
w)
LT6 (Below) LT2 (Below)
S03
11
S03
11
AJ AJ AJ AJ AJ AJ AJ
AJAJAJAJ
S03
12
LT
2
B3
B4
(abo
ve
& below
)
C4
(abo
ve
& below
)
C5
(abo
ve
& below
)
C4
VOID
(below
)
C4
(below
)
C4
(below
)
C1
2N16 2000 LongReentrant Bars
VOID
SF
1
SF1
S03
14
AJ
AJ
50
..
.
. .
.
N12 @ 250 c/c B2
. . .
.
S03
6
S03
4S03
3
S03
5
S03
1
S03
8
S03
9
S03
10
S03
7
S03
11
S03
12
B2
B1
S03
2
LT
1 (
Belo
w)
LT
3 (
Belo
w)
LT6 (Below) LT2 (Below)
S03
11
AJ AJ AJ AJ AJ AJ AJ
AJAJAJAJ
AJ
LT
2
B3
B4
2N16 2000 LongReentrant Bars (Typ.)
VOID
(abo
ve
& below
)
C4
(abo
ve
& below
)
C5
(below
)
C1
(below
)
C4
(abo
ve
& below
)
C4
(below
)
C4
VOID
SF
1
SF1
S03
14
2N16 2000 LongReentrant Bars
AJ
50
.
N12 @ 250c/c T1
.
N12 @ 250c/c T1
.
N12 @ 250c/c T2
.
N12 @ 250 T1
Note: N12 @ 250 T2 Distribution
Note:
- Load Bearing Brick wall below
- Concrete beam below
- 1c setdown
- 30 wet area setdown
- 2N16, 2000 long
T2
B1
Top of Slab
T1
B2Bottom of Slab
Web:Rev. Issue Description Drn by Chk'd Proj.Eng. Date
Client
CERTIFIED FOR STRUCTURAL ADEQUACY
CHRIS DORIAN B.E.for DEC CONSULTANTS
DATE174 Hampton RoadSouth Fremantle, WA 6162
Ph: +08 9336 2042Fx: +08 9430 7841
Proj. No. CAD No.
THIS DRAWING REMAINS THE PROPERTY OF DEC CONSULTANTS ANDMUST NOT BE COPIED, REPRODUCED OR USED FOR ANY PURPOSEOTHER THAN THAT ORIGINALLY INTENDED WITHOUT THE WRITTENPERMISSION OF DEC CONSULTANTS 2013C
Project Engineer
Design By
Drawn By
Project Name
Drawing Title
Datum
Drawing No.
Date
Scale DwgSize
Rev.
A1
http://www.dorianec.com.au/
ISSUED FOR
CONSTRUCTION
Asindicated
11-002CD
LO
MA Ground Floor Reinforcement Layout
Sept. 03, 2013
S02
Proposed 3 Storey House
Lot 2 ( No.34 ) Joel Terrace, East PerthCADDS Architectural
1 : 50
Ground Floor Bottom Reinforcement Layout (258mm Slab)
1 : 50
Ground Floor Top Reinforcement Layout (258mm Slab)
Structural Framing Schedule at Ground Floor
Mark Description Size Reinforcement
B1 Concrete Beam 250Wx430D 3-N20 B, 3-N16 T
B2 Concrete Beam 250Wx430D 3-N20 B, 3-N16 T
B3 Concrete Beam 250Wx430D 3-N20 B, 3-N16 T
B4 Concrete Beam 250Wx344D 2-N16 B, 2-N12 T
LT1 Lintel Beam Refer to Details -
LT2 Lintel Beam Refer to Details -
LT3 Lintel Beam Refer to Details -
LT6 Lintel Beam Refer to Details -
Column Schedule at Ground Floor
Mark Description Size
C1 Steel Column 65 x 65 x 4 SHS
C4 Steel Column 100 x 50 x 5 RHS
C5 Steel Column 150 x 50 x 5 RHS
Structural Foundation Schedule
Mark Description Size Reinforcement
SF1 Strip Footing 280x300D -
3 Update on Layout and Reinforcement, Issued For Construction RS LO CD 05-09-13
3
3
3
3
3
3
3
ITEM 9.1.3
3N16
3N20 R10 Ligs @ 300mm c/c
B1
258
Refer to layoutfor reinforcement
430
250 3N20
3N16
B1
R10 Ligs @ 300mm c/c
Refer to layoutfor reinforcement
250
430
258
3N16
B2
3N20 R10 Ligs @ 300mm c/c
Refer to layoutfor reinforcement
258
430
250
3N16
R10 Ligs @ 300mm c/c B2
Refer to layoutfor reinforcement
258
250
430
3N20
3N16
Cogged Starter Bar
3N20
B2
B1Refer to layoutfor reinforcement
258
250
430
-3N20 R10 Ligs @ 300mm c/c
B3
258
258
3-N16
430
172
250
Refer to layoutfor reinforcement
Refer to layoutfor reinforcement
Double Skin
Garage
Store
Stair Well
1c Step Down
Slab and B3Outline
2 Layer DPCRefer to layout
for reinforcement
258
3N16
R10 Ligs @ 300mm c/c
3N20250
258
430
Refer to layoutfor reinforcement
258
86
R10 Ligs @ 180 max.
2N16
2N12
B4
258
250
344
Refer to layoutfor reinforcement
B3
B4
Starter Bars Cogged
250
344 2
58
430
3N16
R10 Ligs @ 300mm c/c
3N20
Refer to layoutfor reinforcement
50-15050-150
66
20
280
10
50
230
10
LT1 LT2
50-15050-150
66
10
300
10
200
LT3
20
280
10
50
10
200
50-15050-150
66
10
200
10
200
50-15050-150
6
6
LT6
Refer to layoutfor reinforcement
258
Double LeafBrick Wall
2 Layer DPC
2M12 HILTIHVU AdhesiveAnchorsC
3
10mm BPLwith 20mm
grout below
100
50
150
C3
2M12 HILTIHVU AdhesiveAnchors
C1
LT1LT2
2M16
LT2Cleat Weldedto C1
2M16
2M16
SF1
300
280
Concrete RoofSee Layout forreinforcement
Paving toBuilders Detail
Additional skinof brick
Boundary
172
Web:Rev. Issue Description Drn by Chk'd Proj.Eng. Date
Client
CERTIFIED FOR STRUCTURAL ADEQUACY
CHRIS DORIAN B.E.for DEC CONSULTANTS
DATE174 Hampton RoadSouth Fremantle, WA 6162
Ph: +08 9336 2042Fx: +08 9430 7841
Proj. No. CAD No.
THIS DRAWING REMAINS THE PROPERTY OF DEC CONSULTANTS ANDMUST NOT BE COPIED, REPRODUCED OR USED FOR ANY PURPOSEOTHER THAN THAT ORIGINALLY INTENDED WITHOUT THE WRITTENPERMISSION OF DEC CONSULTANTS 2013C
Project Engineer
Design By
Drawn By
Project Name
Drawing Title
Datum
Drawing No.
Date
Scale DwgSize
Rev.
A1
http://www.dorianec.com.au/
ISSUED FOR
CONSTRUCTION
Asindicated
11-002CD
LO
MA Ground Floor Reinforcement Detail
Sept. 03, 2013
S03
Proposed 3 Storey House
Lot 2 ( No.34 ) Joel Terrace, East PerthCADDS Architectural
1 : 10 S02
B1 Beam Detail 1 1 : 10 S02
B1 Beam at Void Area 2 1 : 10 S02
B2 Beam Detail 3 1 : 10 S02
B2 Beam at Void 4 1 : 10 S02
B1 to B2 Connection Detail 5
1 : 10 S02
B3 Detail 6
1 : 10 S02
B3 Section at Wall 7
1 : 10 S02
B3 Beam above Laundry 8 1 : 10 S02
B4 Beam Detail 9
1 : 10 S02
B4 to B3 Connection Detail 10
1 : 10
LT1 Detail 1 : 10
LT2 Detail
1 : 10
LT3 Detail 1 : 10
LT6 Detail 1 : 20 S02
Section 11
1 : 10
C3 Hold Down Detail 1 : 20 S02
Lintel Connection Detail 12 1 : 20 S02
Section 14
3 Slab thickness in Section update, Issued For Construction RS LO CD 05-09-13
3
3
3
ITEM 9.1.3
N12 @ 250 B2
N12 @ 250 B1
N12 @ 250 B1
N12 @ 250 B1
N12 @ 250 B2
N12 @ 250 B2N16 B1 Additional3 Off
N12 @ 250 B1
N12 @ 250 B2 Void
Reentrant Bars-2N12 2400 Long
LT6 (Below)
LT
6(B
elo
w)
B5
Note:
30mm Wet Area Setdown
50mm Balcony Setdown
S04
15
S04
14
S04
17 LT
5 (
Belo
w)
AJ AJ AJ
S04
19
Steel Frame Roofto Manufacturer's Detail
Stairwell
(below
)
C4
(below
)
C5
(below
)
C4
←FallS04
21
LT
4 (
Belo
w)
LT
4 (
Belo
w)
AJ
AJ
N12 @ 250 B1
N12 @ 250 T2
Reentrant Bars-N16 2400mm Long
N12 @ 250 T1
3 Off - N16 T1Additional
Void
B5
LT
6(B
elo
w)
LT6 (Below)
LT
4 (
Belo
w)
LT
4 (
Belo
w)
S04
15
Steel Frame Roofto Manufacturer's Detail
S04
14
S04
17
LT
5 (
Belo
w)
AJ AJ AJ
S04
19
343x215
343x215
343x215
343x215
(below
)
C4
(below
)
C5
(below
)
C4
Stairwell
S04
21
←Fall
AJ
AJ
3-N16 AdditionalT2
N12 @ 250 T2
N12 @ 250 T1
N12 @ 250 T1
LT4
20
280
10
50
10
200
50-15050-150
66
LT5
N12 Cog@ 500 c/c max.
12
12
125
90
10
200
10
200
50-15050-150
6
6
LT6
Refer to layoutfor reinforcement
Double LeafBrick Wall
2 Layer DPC
258
N12 @ 250T1 Dist. N12 @ 250
T2 Dist.
N12 @ 250B2 Dist.
N12 @ 250B1 Dist.
258
2 Layer DPC
Double LeafBrick Wall
1c
Provide 2L6 Barsat top of first courseto all walls onsuspended slabs withno wall directly below
Suspended Slab
Lintel asSpecified
Lintel asSpecified
Opening Larger than 600mmProvide 2L6 Bars above andbelow (If Applicable) Extending600mm past edge of opening
LT5cast in to B5
N12 Hanging Bar
Drip Groove
B5
3-N20
N12 @ 250 B2 N12 @ 250 B1
3-N16
R10 Ligs@ 300
N12 @ 250 T1
N12 @ 250 T2
258
688
2 LeafBrickwork
L6 Bars
300
257
257
343
215 215
343
2N12 Top
R10 U Bars @ 300
20mm fall
Roof Light Tiles over grout
Steel frameFlashing
Brick Leaf
Weephole
Spoon Drain toBuilders Detail
2 Layer DPC
LT6
N12 @250, T1
N12 @250, T2
1c
←Fall
258
172
Masonry ties intoslab @600c/c
N12 @250, B2
N12 @250, B1
Lintel asspecified
Double LeafBrick Wall
T2
B1
Top of Slab
T1
B2Bottom of Slab
Web:Rev. Issue Description Drn by Chk'd Proj.Eng. Date
Client
CERTIFIED FOR STRUCTURAL ADEQUACY
CHRIS DORIAN B.E.for DEC CONSULTANTS
DATE174 Hampton RoadSouth Fremantle, WA 6162
Ph: +08 9336 2042Fx: +08 9430 7841
Proj. No. CAD No.
THIS DRAWING REMAINS THE PROPERTY OF DEC CONSULTANTS ANDMUST NOT BE COPIED, REPRODUCED OR USED FOR ANY PURPOSEOTHER THAN THAT ORIGINALLY INTENDED WITHOUT THE WRITTENPERMISSION OF DEC CONSULTANTS 2013C
Project Engineer
Design By
Drawn By
Project Name
Drawing Title
Datum
Drawing No.
Date
Scale DwgSize
Rev.
A1
http://www.dorianec.com.au/
ISSUED FOR
CONSTRUCTION
Asindicated
11-002CD
LO
MA First Floor Layout
Sept. 03, 2013
S04
Proposed 3 Storey House
Lot 2 ( No.34 ) Joel Terrace, East PerthCADDS Architectural
1 : 50
First Floor Bottom Reinforcement Layout (258mm Slab)
1 : 50
First Floor Top Reinforcement Layout (258mm Slab)
1 : 10
LT4 Detail 1 : 10
LT5 Detail 1 : 10
LT6 Detail
1 : 20 S04
Section 15
1 : 20 S04
Section 14 1 : 20
Typical Wall Reinforcing Detail
1 : 50
Typical Masonry Wall Opening Detail
1 : 20 S04
B5 Beam Detail 17
1 : 20 S04
Section 19
Structural Framing Schedule at Upper Floor
Mark Description Size Reinforcement
B5 Concrete Beam 300Wx688D 3-N20 B, 3-N16 T
LT4 Lintel Beam Refer to Details -
LT5 Lintel Beam Refer to Details
LT6 Lintel Beam Refer to Details -
Column Schedule at Upper Floor
Mark Description Size
C1 Steel Column 65 x 65 x 4 SHS
C4 Steel Column 100 x 50 x 5 RHS
C5 Steel Column 150 x 50 x 5 RHS
1 : 20 S04
Section 21
3 Update on Layout, reinforcement and Details, Issued For Construction RS LO CD 30-08-13
3
3
3
3
ITEM 9.1.3
S05
21
S05
22
S05
23
150 max
5N12
6N12
Winder
6N12
Winder
Winder
N12 @ 300
600 Cog (Typ.)
N12 B120 Cover
150
Wai
st
N12 B120 Cover
N12-300 B2
Web:Rev. Issue Description Drn by Chk'd Proj.Eng. Date
Client
CERTIFIED FOR STRUCTURAL ADEQUACY
CHRIS DORIAN B.E.for DEC CONSULTANTS
DATE174 Hampton RoadSouth Fremantle, WA 6162
Ph: +08 9336 2042Fx: +08 9430 7841
Proj. No. CAD No.
THIS DRAWING REMAINS THE PROPERTY OF DEC CONSULTANTS ANDMUST NOT BE COPIED, REPRODUCED OR USED FOR ANY PURPOSEOTHER THAN THAT ORIGINALLY INTENDED WITHOUT THE WRITTENPERMISSION OF DEC CONSULTANTS 2013C
Project Engineer
Design By
Drawn By
Project Name
Drawing Title
Datum
Drawing No.
Date
Scale DwgSize
Rev.
A1
http://www.dorianec.com.au/
ISSUED FOR
CONSTRUCTION
Asindicated
11-002CD
LO
MA Stair Detail
Sept. 03, 2013
S05
Proposed 3 Storey House
Lot 2 ( No.34 ) Joel Terrace, East PerthCADDS Architectural
1 : 50
Stair Layout
1 : 20 S05
Section 21
1 : 20 S05
Section 22
1 : 20 S05
Section 23
2 Issued For Construction RS LO CD 05-09-13
2
ITEM 9.1.3
LT
7 (
Belo
w)
Steel Roof Framingto Manufacturer's Detail
LT
7 (
Belo
w)
50-15050-150
66
LT7
150
10
200
8
Web:Rev. Issue Description Drn by Chk'd Proj.Eng. Date
Client
CERTIFIED FOR STRUCTURAL ADEQUACY
CHRIS DORIAN B.E.for DEC CONSULTANTS
DATE174 Hampton RoadSouth Fremantle, WA 6162
Ph: +08 9336 2042Fx: +08 9430 7841
Proj. No. CAD No.
THIS DRAWING REMAINS THE PROPERTY OF DEC CONSULTANTS ANDMUST NOT BE COPIED, REPRODUCED OR USED FOR ANY PURPOSEOTHER THAN THAT ORIGINALLY INTENDED WITHOUT THE WRITTENPERMISSION OF DEC CONSULTANTS 2013C
Project Engineer
Design By
Drawn By
Project Name
Drawing Title
Datum
Drawing No.
Date
Scale DwgSize
Rev.
A1
http://www.dorianec.com.au/
ISSUED FOR
CONSTRUCTION
Asindicated
11-002CD
LO
MA Roof Layout
Sept. 03, 2013
S06
Proposed 3 Storey House
Lot 2 ( No.34 ) Joel Terrace, East PerthCADDS Architectural
1 : 50
Roof Layout
1 : 10
LT7 Details
Structural Framing Schedule at Roof
Mark Description Size Reinforcement
LT7 Lintel Beam Refer to Details -
2
2 Update on Layout, Issued For Construction RS LO CD 05-09-13
2
ITEM 9.1.3