PROPOSED 11 UNIT DEVELOPMENT
AT 27 CHANDLER ROAD,BORONIA
DRAWING INDEX
S1 - DRAWING INDEX & GENERAL NOTES
S2 - FOOTING PLAN
S4 - LEVEL 1 FLOOR PLANS
S5 - ROOF FRAMING PLANS
S6 - ROOF FRAMING DETAILS
S7 - WALL ELEVATIONS - SHEET 1
S8 - WALL ELEVATIONS - SHEET 2
S9 - FOOTING DETAILS
S10 - CONCRETE DETAILS - SHEET 1
BUILDERS SHALL MAKE REFERENCE TO THE
GEOTECHNICAL INVESTIGATION REPORT PREPARED BY
HARDROCK GEOTECHNICAL, FILE No. 121214, DATE: 12
OCT 2012 FOR RECOMMENDATIONS AND GUIDANCE,
INCLUDING BELOW THE EXISTING GROUND
SURFACE.THE BUILDER SHALL REFER GEOTECHNICAL
INVESTIGATION REPORT FOR SITE PREPARATION,
TEMPORARY WORKS, DESIGN REQUIREMENTS, ETC.
THE FOOTINGS HAVE BEEN DESIGNED FOR THE
FOLLOWING ALLOWABLE BEARING PRESSURES:
SLABS ON GROUND SHALL BE PLACED ON A 0.2mm
POLYETHLENE MEMBRANE. LAP MEMBRANE 100mm MINIMUM,
AND SEAL WITH ADHESIVE TAPE TO ENSURE A COMPLETE
VAPOUR BARRIER.
ELEMENT
CAPACITY
BORED PIER
270 kPa U.N.O
APPROVAL OF THE FOUNDATION MATERIAL SHALL BE
OBTAINED FROM THE ENGINEER OR BUILDING
SURVEYOR, PRIOR TO PLACING OF CONCRETE.
CAMBER REQUIREMENTS, IF ANY, IN BEAMS AND SLABS
SHALL BE AS NOTED ON THE DRAWINGS.
ANY OVER EXCAVATION SHALL BE BACK FILLED WITH
CONCRETE GRADE N15.
S11 - CONCRETE DETAILS - SHEET 2
EXCAVATION NEAR FOOTINGS SHALL NOT EXTEND
BELOW FOUNDATION LEVEL WITHOUT THE ENGINEERS
APPROVAL.
ALL FOOTINGS SHALL BE LOCATED CENTRALLY UNDER
WALLS AND COLUMNS U.N.O.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR
MAINTAINING ANY EXCAVATION IN A STABLE
CONDITION WITHOUT ADVERSELY AFFECTING
SURROUNDING PROPERTY INCLUDING SERVICES. THIS
INCLUDES OBTAINING ALL NECESSARY APPROVALS FOR
SHORING AND ANCHORING SYSTEMS.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR
DETERMINING AND LOCATING ALL EXISTING
UNDERGROUND SERVICES PRIOR TO ANY EXCAVATION
COMMENCING.
FOOTING FOUNDATION BASES ARE TO BE PROTECTED
FROM WEATHERING WITH A 50mm MINIMUM, N15
CONCRETE BLINDING LAYER IF EXPOSED FOR MORE
THAN 12 HOURS PROIR TO PLACEMENT OF CONCRETE.
DEPTHS SPECIFIED FOR FOOTING ARE MINIMUM
DIMENSIONS ONLY.GREATER DEPTH MAY BE
NECESSARY TO ACHIEVE SPECIFIED FOUNDATION BASE.
WHEREVER A NEW FOOTING IS LOCATED CLOSE TO AN
EXCAVATION, BATTER, EXISTING FOOTING OR SERVICE
WHICH IS DEEPER THAN THE NEW FOOTING, THE
FOUNDING DEPTH OF THE NEW FOOTING SHALL BE
INCREASED WITH THE USE OF BLINDING CONCRETE AS
SHOWN BELOW.
NEW FOOTING
S12 - TYPICAL AFS WALL CONNECTION DETAILS
S13 - CONCRETE STAIR DETAILS
GENERAL NOTES
THESE DRAWINGS SHALL BE READ IN CONJUNCTION WITH
ALL ARCHITECTURAL AND OTHER CONSULTANTS
DRAWINGS AND SPECIFICATIONS AND WITH SUCH OTHER
WRITTEN INSTRUCTIONS AS MAY BE ISSUED.
ANY DISCREPANCIES OR OMISSIONS SHALL BE REFERRED
TO THE ENGINEER FOR A DECISION BEFORE PROCEEDING
WITH THE WORK.
ALL WORKMANSHIP AND MATERIAL SHALL COMPLY WITH
THE BUILDING CODE OF AUSTRALIA AS AMENDED AND THE
APPROPRIATE AND CURRENT AUSTRALIAN STANDARDS.
ALL CODES REFERRED TO IN THESE NOTES ARE THE
LATEST EDITION WITH ALL AMENDMENTS.
ALL DIMENSIONS ARE IN MILLIMETRES UNLESS NOTED
OTHERWISE.
BLINDING CONC.
4 5°
DIMENSIONS SHALL NOT BE OBTAINED BY SCALING THE
ENGINEERING DRAWINGS.
DURING CONSTRUCTION THE STRUCTURE SHALL BE
MAINTAINED IN A STABLE CONDITION AND NO PART SHALL
BE OVERSTRESSED.
CONCRETE SHALL HAVE A SLUMP OF 80mm, A MAXIMUM
AGGREGATE SIZE OF 20mm AND A STRENGTH GRADE AS
TABULATED BELOW:
THE CONTRACTOR SHALL PROVIDE ALL RELEVANT NOTES
TO SUB-CONTRACTORS.
ELEMENT
THE WORD "CONTRACTOR" USED IN THESE NOTES REFERS
TO THE COMPANY OR PERSON WHO IS RESPONSIBLE FOR
THE CONSTRUCTION OF THE WORKS IN ACCORDANCE WITH
THESE DRAWINGS.
STRENGTH GRADE U.N.O
PIER, FOOTING & FOOTING BEAMS
N32
SLAB ON GROUND
WALLS
N32
N40
THE ARCHITECT/BUILDING DESIGNER IS RESPONSIBLE FOR
THE PROVISION OF ADEQUATE FIRE RATED MATERIALS
AND DETAILS IN ACCORDANCE WITH THE CURRENT BCA.
ALL CONCRETE SHALL BE MECHANICALLY VIBRATED IN
THE FORM TO GIVE MAXIMUM COMPACTION WITHOUT
SEGREGATION OF THE CONCRETE.
THE STRUCTURAL ELEMENTS HAVE BEEN DESIGNED FOR
THE FOLLOWING LOADS;
DESIGN LOADS
ITEM
SDL (kPa) LL (kPa)
THE BEAMS ARE NOTED 'DEPTH x WIDTH' ON THE
DRAWINGS AND INCLUDES SLAB THICKNESS IF ANY.
SIZE OF CONCRETE ELEMENTS DOES NOT INCLUDE
THICKNESS OF APPLIED FINISH OF GROOVES.
5.0
N/A
N/A
N/A
EARTHQUAKE DESIGN CATEGORY
(EARTHQUAKE LOADS TO AS1170 pt.4)
A
REGIONAL WIND SPEED
VR
(DESIGN WIND LOADS TO AS1170 pt.2)
45 m/s
TERRAIN CATEGORY
3
UNLESS SHOWN OTHERWISE ON THE DRAWINGS, ALL
CONNECTIONS SHALL HAVE THE FOLLOWING MINIMUM
REQUIREMENTS;
EXPOSURE CONDITIONS
ADMIXTURES ARE NOT TO BE USED UNLESS APPROVED BY
THE ENGINEER.
UNDER NO CIRCUMSTANCES SHALL THE W/C RATIO
EXCEED 0.50, UNLESS WRITTEN APPROVAL IS OBTAINED
FROM THE ENGINEER.
CONCRETE MUST BE SEPARATED FROM SUPPORTING
BRICKWORK BY TWO LAYERS OF AN APPROVED DEBONDING
MEMBRANE.
ALL NON-LOADBEARING WALLS SHALL BE KEPT CLEAR OF
THE UNDERSIDE OF ELEMENTS BY 20mm U.N.O.
STRIPPING OF FORMS AND REMOVAL OF FORMWORK SHALL
TAKE PLACE IN ACCORDANCE WITH A PROCEDURE AGREED
BY THE ENGINEER AND NOT BEFORE CONCRETE HAS
REACHED 75% OF IT'S SPECIFIED STRENGTH. NO
MASONRY WALLS SHALL BE BUILT ON SUSPENDED
ELEMENTS UNTIL ALL PROPS HAVE BEEN REMOVED.
FORMWORK CLASS SHALL BE IN ACCORDANCE WITH
AS3610. FINISHES TO ALL EXPOSED SURFACES TO BE
CLASS 3. SURFACES PERMANENTLY CONCEALED FROM
VIEW MAY BE CLASS 5.
LOCATION AND DETAILS OF CONSTRUCTION JOINTS IF NOT
SHOWN ON PLAN SHALL BE TO DETAILS APPROVED BY THE
ENGINEER.
HOLES, CHASES OR PIPES OTHER THAN THOSE SHOWN ON
THE STRUCTURAL DRAWINGS SHALL NOT BE PLACED IN
CONCRETE MEMBERS WITHOUT THE PRIOR APPROVAL OF
THE ENGINEER.
CONDUITS, PIPES AND THE LIKE SHALL NOT BE PLACED
WITHIN THE CONCRETE COVER.
PROVIDE A 20x20 CHAMFER TO ALL CORNERS INCLUDING
RE-ENTRANT CORNERS AND EDGES OF ALL EXPOSED
CONCRETE U.N.O.
1. SURFACES OF MEMBERS IN
CONTACT WITH THE GROUND.
(a) SURFACES PROTECTED BY
DAMP PROOF MEMBRANE.
(b) UNPROTECTED SURFACES.
50
50
50
50
2. SURFACES OF MEMBERS IN
INTERIOR ENVIROMNEMTS.
i.e. FULLY ENCLOSED WITHIN
A BUILDING.
25
25
25
3. SURFACES OF MEMBERS IN
ABOVE GROUND EXTERIOR
ENVORONMENTS. EXPOSURE
CLASS B1.
N/A
TIMBER NOTES
ALL TIMBER FRAMING IS TO BE IN ACCORDANCE WITH
AS1684, RESIDENTIAL TIMBER FRAMED CONSTRUCTION
CODE AND AS1720, TIMBER STRUCTURES CODE.
ALL TIMBER SHALL BE DRY, ie: LESS THAN 15% MOISTURE
CONTENT AT THE TIME OF CONSTRUCTION AND SHALL BE
PROTECTED AND/OR TREATED AS NOTED.
ALL TIMBER BEAMS AND LINTELS ARE TO BEAR ON 2 No.
90x45 MGP10 STUDS, U.N.O.
BEAMS/STUDS HAVING MORE THAN 1 MEMBER ARE TO BE
NAIL LAMINATED TOGETHER IN ACCORDANCE WITH
AS1684.
ALL PROPRIETARY CONNECTORS AND FIXINGS TO BE
INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S
SPECIFICATIONS.
ALL EXTERNAL TIMBER SHALL HAVE A SUITABLE
DURABILITY FOR RELEVANT CLIMATE AND EXPECTED
SERVICE LIFE, AND CONDITIONS. GUIDANCE ON
DURABILITY IS GIVED IN AS1684, APPENDIX C.
REINFORCEMENT NOTES
ALL WORKMANSHIP AND MATERIALS SHALL BE IN
ACCORDANCE WITH AS3600 AND OTHER RELEVANT
CODES.
REINFORCEMENT TYPE AND GRADE:
AUSTRALIAN GRADE
STANDARD
(MPa)
N
HOT ROLLED DEFORMED BAR
AS/NZS 4671
500N
R
STRUCTURAL GRADE PLAIN BAR AS/NZS 4671
250N
W
HARD DRAWN STEEL
REINFORCING WIRE
AS/NZS 4671
500L
L
COLD ROLLED DEFORMED BAR
AS/NZS 4671
500L
SL
COLD ROLLED DEFORMED BAR
AS/NZS 4671
500L
RL
COLD ROLLED DEFORMED BAR
AS/NZS 4671
500L
NOTATION OF SLAB REINFORCEMENT:
N.F - NEAR FACE
F.F - FAR FACE
LAYER B2
E.F - EACH FACE
E.W - EACH WAY
LAYER T1
LAYER T2
30
1. SURFACES OF MEMBERS IN
CONTACT WITH THE GROUND.
(a) SURFACES PROTECTED BY
DAMP PROOF MEMBRANE.
(b) UNPROTECTED SURFACES.
MINIMUM TENSION LAP LENGTH (mm)
400
500
700
950
1250
1500
1700
(400)
(600)
(900)
(1200)
(1500)
(1900)
(2250)
COVER
F'c=25MPa F'c=32MPa F'c=40MPa
50
50
50
50
50
50
2. SURFACES OF MEMBERS IN
INTERIOR ENVIROMNEMTS.
i.e. FULLY ENCLOSED WITHIN
A BUILDING.
25
25
25
3. SURFACES OF MEMBERS IN
ABOVE GROUND EXTERIOR
ENVORONMENTS. EXPOSURE
CLASS B1.
N/A
40
30
GALVANISED STEELWORK THAT IS SITE WELDED OR
SUSTAINS ANY OTHER KIND OF SURFACE DAMAGE IS
TO BE PREPARED TO AS1627.2 CLASS 3 AND PRIMED
WITH 2 COATS OF GALVINITE (MANUFACTURED BY
JOTUN) TO MANUFACTURERS SPECIFICATIONS.
FOR GALVANISED STEELWORK, MATING SURFACES OR
FRICTION TYPE BOLTED CONNECTIONS SHALL BE
POST TREATED BY DISC ABRASION (OR EQUIVALENT)
TO IMPROVE THE SURFACES SLIP FACTOR. THE
TREATMENT SHALL PROVIDE THE SURFACES WITH A
MINIMUM SLIP FACTOR OF 0.35 IN ACCORDANCE WITH
AS4100 U.N.O.
ALL STRUCTURAL STEEL SHALL BE:
GRADE 300 FOR HOT ROLLED PLATES
GRADE 300PLUS FOR UB, UC PFC AND ANGLES
GRADE 300 FOR WB, WC
GRADE 350 FOR SHS, CHS
GRADE 450 FOR DURAGAL SECTIONS
TO AS1163, AS1594, AS3678 AND AS3679
U.N.O. ON THE DRAWINGS.
LAP REINFORCEMENT ONLY AT LOCATIONS SHOWN ON
THE DRAWINGS OR AS APPROVED. U.N.O., LAP ALL
BARS AS TABULATED BELOW:
BAR SIZE
MINIMUM TENSION LAP LENGTH (mm)
N12
N16
N20
N24
N28
N32
N36
25mm
MINIMUM
A MAXIMUM OF THREE SHEETS OF FABRIC SHALL BE
LAPPED AT ANY POINT.
REINFORCEMENT SHALL NOT BE BENT, HEATED OR
WELDED ON SITE WITHOUT THE ENGINEERS PRIOR
APPROVAL.
ALL REINFORCEMENT SHALL BE FIRMLY SUPPORTED BY
PLASTIC BAR CHAIRS OR PLASTIC TIPPED WIRE BAR
CHAIRS. REMOVE ALL DEBRIS AND FULLY SUPPORT
FORMS BEFORE PLACING CONCRETE
400
500
700
950
1250
1500
1700
(400)
(600)
(900)
(1200)
(1500)
(1900)
(2250)
PURLINS AND GIRTS SHALL BE MANUFACTURED BY
BHP BUILDING PRODUCTS, STRAMIT, OR OTHER
APPROVED MANUFACTUER. MINIMUM GRADE SHALL
BE G450 COMPLYING WITH AS1397, WITH A MINIMUM
GALVANIZED COATING OF Z350 (350g/m2) U.N.O.
WHERE HOT DIP GALVANISED PURLINS ARE SPECIFIED
ON THE DRAWINGS, THEY SHALL COMPLY WITH
AS/NZS4680.
LAP LENGTH SHOWN IN BRACKETS APPLY TO
HORIZONTAL BARS WITH MORE THAN 300mm
OF CONCRETE CAST BELOW THE BAR.
CLEAT CONNECTIONS AND BOLTING AND BRIDGING
ARE TO BE IN ACCORDANCE WITH THE
MANUFACTURER'S RECOMMENDATIONS.
FABRIC SHALL BE LAPPED SUCH THAT THE TWO
OUTERMOST WIRES OF ONE SHEET OVERLAP THE TWO
OUTERMOST WIRES OF THE OTHER SHEET BY 25mm
MINIMUM.
ALL SPLICE LOCATIONS TO BE APPROVED BY ENGINEER
PRIOR TO COMMENCING PLACEMENT OF
REINFORCEMENT.
AT CONSTRUCTION JOINTS, USE STRAIGHT, SMOOTH
DOWELS FREE OF BURS AND SAWN TO LENGTH. INSTALL
DOWELS PARALLEL TO SURFACE OF SLAB AND
PERPENDICULAR TO PLANE OF JOINT. MAINTAIN DOWEL
ALIGNMENT BY USE OF SUITABLE SUPPORT ASSEMBLY
TO ENSURE HORIZONTAL AND VERTICAL ALIGNMENT
TOLERANCE OF 5 in 400. DO NOT INSERT DOWELS
DURING PLACEMENT OF CONCRETE.
WHERE REINFORCEMENT IS CONTINUOUS THROUGH A
CONSTRUCTION JOINT, FULLY SCABBLE THE EXISTING
CONCRETE FACE PRIOR TO POURING AGAINST IT.
WELDING SHALL BE CATEGORY 'SP' (SPECIAL
PURPOSE), CARRIED OUT IN ACCORDANCE WITH
AS1554.1 UNO. WELDING CONSUMABLES TO BE E48XX
U.N.O. BUTT WELDS SHALL BE FULL STRENGTH
COMPLETE PENETRATION WELDS.
25mm
MINIMUM
REINFORCEMENT NOTES
ALL WORKMANSHIP AND MATERIALS SHALL BE IN
ACCORDANCE WITH AS3600 AND OTHER RELEVANT
CODES.
REINFORCEMENT TYPE AND GRADE:
TYPE
THE ENGINEER'S REVIEW OF SHOP DRAWINGS SHALL
BE LIMITED TO THE CHECKING OF MEMBER SIZES,
CONNECTION CONFIGURATIONS AND CAMBERS. IT
DOES NOT INCLUDE CHECKING DIMENSIONS. THE
CONTRACTOR IS RESPONSIBLE TO ENSURE
COMPLIANCE WITH THE DRAWINGS AND
SPECIFICATIONS. STEELWORK FABRICATION MUST
NOT COMMENCE UNTIL THE SHOP DRAWINGS HAVE
BEEN REVIEWED AND STAMPED AS APPROVED BY THE
ENGINEER.
COVER SPECIFIED ALSO APPLIES LOCALLY AT
RECESSES, DRIP GROVES, ETC.
LAP LENGTH SHOWN IN BRACKETS APPLY TO
HORIZONTAL BARS WITH MORE THAN 300mm
OF CONCRETE CAST BELOW THE BAR.
FABRIC SHALL BE LAPPED SUCH THAT THE TWO
OUTERMOST WIRES OF ONE SHEET OVERLAP THE TWO
OUTERMOST WIRES OF THE OTHER SHEET BY 25mm
MINIMUM.
SYMBOL
BAR NOTATION GIVES THE FOLLOWING INFORMATION IN
THIS ORDER: No. OF BARS, TYPE, BAR SIZE (mm),
SPACING (mm), LAYER. E.G. 2N16-250 T1
EXPOSURE CONDITIONS
AUSTRALIAN
STANDARD
GRADE
(MPa)
N
HOT ROLLED DEFORMED BAR
AS/NZS 4671
500N
R
STRUCTURAL GRADE PLAIN BAR AS/NZS 4671
250N
W
HARD DRAWN STEEL
REINFORCING WIRE
AS/NZS 4671
500L
L
COLD ROLLED DEFORMED BAR
AS/NZS 4671
500L
SL
COLD ROLLED DEFORMED BAR
AS/NZS 4671
500L
RL
COLD ROLLED DEFORMED BAR
AS/NZS 4671
500L
A MAXIMUM OF THREE SHEETS OF FABRIC SHALL BE
LAPPED AT ANY POINT.
ANY WELDING SYMBOLS USED IN THESE DRAWINGS
ARE IN ACCORDANCE WITH AS1101.3
REINFORCEMENT SHALL NOT BE BENT, HEATED OR
WELDED ON SITE WITHOUT THE ENGINEERS PRIOR
APPROVAL.
ALL REINFORCEMENT SHALL BE FIRMLY SUPPORTED BY
PLASTIC BAR CHAIRS OR PLASTIC TIPPED WIRE BAR
CHAIRS. REMOVE ALL DEBRIS AND FULLY SUPPORT
FORMS BEFORE PLACING CONCRETE
WELDING INSPECTION TO BE CARRIED OUT AS PER
REQUIREMENTS OF AS1554.1.
ALL BOLTS SHALL BE COMMERCIAL GRADE TO AS1111
OR HIGH TENSILE TO AS1252, USED IN CONFORMITY
WITH AS4100.
BOLT DESIGNATION;
HIGH TENSILE BOLT TO SNUG TIGHT:..........M20
8.8/S
COMMERCIAL GRADE BOLTS:........................M20
4.6/S
HIGH TENSILE BOLTS FULLY TENSIONED:....M20
8.8/TF
HIGH TENSILE BOLTS IN BEARING,
BUT TENSIONED:.........................................M20
8.8/TB
ALL SPLICE LOCATIONS TO BE APPROVED BY ENGINEER
PRIOR TO COMMENCING PLACEMENT OF
REINFORCEMENT.
AT CONSTRUCTION JOINTS, USE STRAIGHT, SMOOTH
DOWELS FREE OF BURS AND SAWN TO LENGTH. INSTALL
DOWELS PARALLEL TO SURFACE OF SLAB AND
PERPENDICULAR TO PLANE OF JOINT. MAINTAIN DOWEL
ALIGNMENT BY USE OF SUITABLE SUPPORT ASSEMBLY
TO ENSURE HORIZONTAL AND VERTICAL ALIGNMENT
TOLERANCE OF 5 in 400. DO NOT INSERT DOWELS
DURING PLACEMENT OF CONCRETE.
WHERE REINFORCEMENT IS CONTINUOUS THROUGH A
CONSTRUCTION JOINT, FULLY SCABBLE THE EXISTING
CONCRETE FACE PRIOR TO POURING AGAINST IT.
ALL BOLTS, NUTS AND WASHERS SHALL BE HOT DIP
GALVANISED.
WHERE FULLY TENSIONED BOLTS ARE REQUIRED,
TENSIONING SHALL BE IN ACCORDANCE WITH THE
REQUIREMENTS OF AS4100. ALL BOLT HOLES SHALL
BE 2mm LARGER THAN THE NORMAL BOLT DIAMETER.
ALL STEELWORK BELOW GROUND LEVEL SHALL BE
ENCASED IN CONCRETE WITH A MINIMUM COVER OF
75mm.
LAYER B1
This Drawings and the Design shown HEREON is the
property of KPA MANAGEMENT & CONSULTING PTY LTD
and shall not be copied nor reproduced in part or in
whole in any form without the written permission of KPA
MANAGEMENT & CONSULTING PTY LTD and shall be used ONLY by
the client of KPA MANAGEMENT & CONSULTING PTY LTD for the
project for which it was provided.
No.
Date
Revision
By
No.
Date
Revision
By
WELDS 6mm CFW ALL AROUND,
BOLTS M20 8.8/S, WITH MIN. 2 BOLTS PER
CONNECTION,
GUSSET & CLEAT PLATES 10mm THICK,
CAP PLATES 12mm THICK,
BASE PLATES 20mm THICK.
ALL STRUCTURAL STEELWORK MUST BE PROTECTED
AGAINST CORROSION IN ACCORDANCE WITH THE
BUILDING CODE OF AUSTRALIA Vol 2, CLAUSE 3.4.4.4
& TABLE 3.4.4.2.
CLEAR COVER TO FACE OF ALL REINFORCEMENT SHALL
CONFORM TO THE FOLLOWING TABLE U.N.O.
LAP REINFORCEMENT ONLY AT LOCATIONS SHOWN ON
THE DRAWINGS OR AS APPROVED. U.N.O., LAP ALL
BARS AS TABULATED BELOW:
N12
N16
N20
N24
N28
N32
N36
LAYER T2
FABRIC NOTIFICATION GIVES THE FOLLOWING
INFORMATION IN THIS ORDER: "SL" SYMBOL, FABRIC
SIZE, LOCATION. E.G. SL918-TOP. LAY MESH SO THAT
MINIMUM COVER IS TO MAIN WIRES.
COVER SPECIFIED ALSO APPLIES LOCALLY AT
RECESSES, DRIP GROVES, ETC.
BAR SIZE
c.
d.
e.
LAYER B1
COVER
F'c=25MPa F'c=32MPa F'c=40MPa
40
a.
b.
E.F - EACH FACE
E.W - EACH WAY
LAYER T1
LAYER B2
50
CONCRETE SLAB SURFACE FINISH TO BE STEEL
TROWELLED, BURNISHED (NON-SLIP) OR BROOMED.
TYPE
N.F - NEAR FACE
F.F - FAR FACE
50
ALL STEEL EMBEDDED ITEMS SHALL BE HOT DIP
GALVANIZED IN ACCORDANCE WITH AS4680.
SYMBOL
NOTATION OF SLAB REINFORCEMENT:
CLEAR COVER TO FACE OF ALL REINFORCEMENT SHALL
CONFORM TO THE FOLLOWING TABLE U.N.O.
TIMBER SHALL BE STORED AND HANDLED SO AS NOT TO
BE DETRIMENTAL TO IT'S PERFORMANCE.
ALL WORKMANSHIP AND MATERIALS SHALL BE IN
ACCORDANCE WITH AS3600 AND OTHER RELEVANT
AUSTRALIAN STANDARDS.
BAR NOTATION GIVES THE FOLLOWING INFORMATION IN
THIS ORDER: No. OF BARS, TYPE, BAR SIZE (mm),
SPACING (mm), LAYER. E.G. 2N16-250 T1
FABRIC NOTIFICATION GIVES THE FOLLOWING
INFORMATION IN THIS ORDER: "SL" SYMBOL, FABRIC
SIZE, LOCATION. E.G. SL918-TOP. LAY MESH SO THAT
MINIMUM COVER IS TO MAIN WIRES.
COMMENCE CURING OF CONCRETE IN ACCORDANCE WITH
AS3600 AS SOON AS POSSIBLE AFTER PLACING AND
FINISHING OR STRIPPING. THE CURING PROCEDURE IS TO
BE SUBMITTED FOR APPROVAL TO THE ENGINEER SEVEN
DAYS PRIOR TO PLACEMENT OF CONCRETE.
ALL TIMBER STRESS GRADES NOMINATED SHALL BE IN
ACCORDANCE WITH THE RELEVANT CODES, AND MEANS
THE
STRUCTURAL QUALITY OF A TIMBER SECTION. REFER
EXISTING FOOTING,
TO
AS1720.
SERVICE TRENCH, ETC.
CONCRETE NOTES
ALL DIMENSIONS SHOWN ON THE DRAWINGS SHALL BE
VERIFIED ON SITE BY THE CONTRACTOR PRIOR TO
CONSTRUCTION OR FABRICATION.
1.0
N/A
N/A
N/A
ALL WORKMANSHIP AND MATERIALS TO BE IN
ACCORDANCE WITH AS4100.
WHERE NOT SHOWN ON THESE DRAWINGS, THE
CONTRACTOR SHALL ALLOW FOR ALL CLEATS,
PENETRATIONS, CONNECTIONS, LINTELS AND ANY
OTHER MISCELLANEOUS STEELWORK AS REQUIRED BY
THE ARCHITECT OR OTHER CONSULTANTS' DRAWINGS
OR AS NECESSARY TO COMPLETE THE WORKS.
FOOTING NOTES
S3 - GROUND FLOOR PLAN & SLAB ON GROUND DETAILS
TYPICAL GYM
BALCONY / TERRACE
EQUIPMENT LOADS
VEHICLE LOADS
STRUCTURAL STEEL NOTES
DRAWING
GENERAL NOTES
& DRAWING INDEX
Designed by
HT
Drawn by
HN
Checked by
BK
Date
JUNE 2014
CLIENT
Scale @ A1 SIZE SHEET
N/A
Job No.
XXX
PROJECT
PROPOSED 11 UNIT DEVELOPMENT
AT 27 CHANDLER ROAD , BORONIA
Drawing No.
S1
Rev.
--
M
Y
AR
LE
A
B
C
D
E
F
G
H
I
J
K
D
UN
O
B
TIT
L
PF
1
TITLE BOUNDARY
EB
1
TITLE BOUNDARY
3
PF
2
3
3
F.8
2
S9
S9
1
PF
PF
2
PF
1
PF
PF
3
2
PF
3
PF
SF1
F.5
1
2
F.7
3
SF1
F.1
PF
2
PF
PF
2
S9
2
S9
PF
3
PF
F.6
EB
PF
3
SF1
PF
3
TITLE BOUNDARY
5
PF
PF
3
3
PF
SF1
SF1
SF1
3
S9
PF
3
SF1
SF1
F.4
PF
EB
PF
3
EB
SF1
4
EB
PF
EB
PF
3
6
F.8
F.2
S9
S9
EB
1
PF
3
S9
EB
EB
1
TITLE BOUNDARY
ADJACENT
PAVED PATIO
F.2
S9
FOOTING PLAN
NOTES:
ADJACENT BRICK
GARAGE
ADJACENT BRICK
GARAGE
ADJACENT SINGLE STORY
BRICK UNIT
SCALE 1:100
1.
REFER NOTES ON DRG. S1.
2.
ALL PAD FOOTINGS AND STRIP FOOTINGS SHALL BE FOUNDED
ON SILTY CLAY WITH A MINIMUM BEARING CAPACITY OF 180
kPa. MASS CONCRETE BLINDING SHALL BE PROVIDED TO
EXTEND DOWN TO THE FOUNDING LEVEL WHERE REQUIRED.
3.
FOR MAXIMUM BATTER SLOPE REFER GEOTECHNICAL REPORT
4.
REFER TO ARCHITECTURAL DRAWINGS FOR STRUCTURE
SETOUT DIMENSIONS AND FINISHED FLOOR LEVELS.
5.
REFER BUILDING SERVICES DRAWINGS FOR CO-ORDINATION OF
ALL UNDERGROUND SERVICES.
6.
UNLESS NOTED OTHERWISE THE CENTRELINES OF COLUMNS
AND WALLS SHALL COINCIDE WITH THE CENTRELINES OF THE
FOOTINGS OR THE PAD FOOTINGS.
PAD & STRIP FOOTING SCHEDULE
MARK
SIZES
(mm)
DEPTH
(mm)
PF1
1500 x 1500
800
SL81 BOTTOM
PF2
1200 x 2800
800
SL81 BOTTOM
PF3
800 x 800
600
SL81 BOTTOM
SF1
600 WIDE
500
SL81 TOP & BOTTOM
EB
400 WIDE
500
4TM11 TOP & BOTTOM
REINFORCEMENT
This Drawings and the Design shown HEREON is the
property of KPA MANAGEMENT & CONSULTING PTY LTD
and shall not be copied nor reproduced in part or in
whole in any form without the written permission of KPA
MANAGEMENT & CONSULTING PTY LTD and shall be used ONLY by
the client of KPA MANAGEMENT & CONSULTING PTY LTD for the
project for which it was provided.
No.
Date
Revision
By
No.
Date
Revision
By
DRAWING
FOOTING PLAN
& FOOTING DETAILS
Designed by
HT
Drawn by
HN
Checked by
BK
Date
JUNE 2014
CLIENT
-
Scale @ A1 SIZE SHEET
1:100 U.N.O
Job No.
XXX
PROJECT
PROPOSED 11 UNIT DEVELOPMENT
AT 27 CHANDLER ROAD , BORONIA
Drawing No.
S2
Rev.
--
M
Y
AR
LE
A
B
C
D
E
F
G
H
I
J
K
D
UN
O
B
TIT
L
C.J
C1
TITLE BOUNDARY
6
TITLE BOUNDARY
SLAB ON GROUND. PROVIDE SL82 TOP THROUGHOUT. (U.N.O)
SUSPENDED SLAB. PROVIDE RL918 TOP & BOTTOM (U.N.O).
MAIN WIRES NORTH-SOUTH DIRECTION.
C.J
4
F.4
C.J
UP
3
F.8
RETAINING BLOCK WALL.
REFER SECTION F.8 FOR DETAILS.
130
C.J
N16-200 T&B
(MIN. 10 BARS)
F.6
F.7
S9
S9
C.J
F.1
C.J
C.J
C.J
UP
F.5
S9
DN
130
F.2
F.8
C.J
N16-200 T&B
(MIN. 10 BARS)
S9
S9
1
TITLE BOUNDARY
ADJACENT
PAVED PATIO
1
RETAINING BLOCK WALL. REFER SECTION F.8 FOR DETAILS.
F.2
S9
ADJACENT SINGLE STORY
BRICK UNIT
GROUND FLOOR PLAN
SLAB ON GROUND NOTES:
2.
SLAB THICKNESSES SHALL BE 180mm UNLESS
DEPICTED THUS: XXX
6.
ALL SERVICES PENETRATIONS THROUGH FLOOR
SLAB SHALL BE SLEEVED, NOT CORED.
LEGEND:
150 AFS WALLS UNDER ONLY ARE SHOWN THUS:
REINFORCEMENT SHOWN ON PLAN ARE
DIAGRAMMATIC AND INDICATE THE SIZE AND
NUMBER ONLY. THEY MAY REPRESENT MORE
THAN ONE LENGTH OR PROFILE.
1.
REFER NOTES ON DRG. S1.
2.
130mm MIN. SLAB ON GROUND U.N.O.
3.
4.
5.
150 AFS WALLS UNDER & OVER SHOWN THUS:
INSITU COLUMNS UNDER ONLY ARE SHOWN THUS:
INSITU COLUMNS UNDER & OVER SHOWN THUS:
WALLS AND COLUMNS OVER ONLY SHOWN THUS:
REFER TO CONCRETE DETAIL DRAWINGS FOR
REINFORCEMENT TO TENDON ENDS, MINIMUM
REINFORCEMENT TO BAND BEAMS ETC.
6.
C.J.
SLAB CONTROL JOINTS DEPICTED
ON PLAN
SHALL BE EITHER CONSTRUCTION OR SAWCUT
JOINTS IN ACCORDANCE WITH DETAILS ON DRG S?.
2N16 BARS TOP
x 1500 LONG.
C.J.
UNJOINTED RE-ENTRANT CORNER
BASEMENT SLAB SUB-BASE: 0.2 mm THICK POLYTHENE
MEMBRANE MOISTURE BARRIER ON 6mm SCREENINGS
LAID OVER 20mm SCREENINGS (75mm MIN. THICKNESS).
REFER TO ARCHITECTURAL DRAWINGS FOR:
- DIMENSIONS AND FINISHED FLOOR LEVELS
- LOCATION AND PROFILE OF UPSTANDS
- PITS ETC.
4H:1V SLOPE TO
SHOULDER OF KEY.
250
DRAINAGE PIT OR COLUMN WITHIN PAVEMENT
This Drawings and the Design shown HEREON is the
property of KPA MANAGEMENT & CONSULTING PTY LTD
and shall not be copied nor reproduced in part or in
whole in any form without the written permission of KPA
MANAGEMENT & CONSULTING PTY LTD and shall be used ONLY by
the client of KPA MANAGEMENT & CONSULTING PTY LTD for the
project for which it was provided.
No.
30mm DEEP SAW CUT MADE WITHIN
24 HOURS OF POURING SLAB
UNLESS AGREED OTHERWISE WITH
THE ENGINEER.
DRAPE SLAB
REINFORCEMENT
TO 50mm
BOTTOM
COVER.
SAWCUT
C.J.
NOTE:
By
3H:1V
SLOPE TO
BASE.
CUT-OUT 150mm LENGTH OF
TRANSVERSE WIRES LEAVING
WIRES AT 600 CTS.
2N16 BARS TOP
x 1500 LONG.
BASEMENT SLAB SUB-BASE:
0.2mm THICK POLYTHENE MEMBRANE
ON 6mm SCREENINGS LAID OVER 20mm
SCREENINGS (75mm MIN. DEPTH).
SAWCUT JOINT
CONTROL JOINT
SCALE = N/A
Revision
250
OR
C.J.
TYPICAL CORNER BAR DETAILS
Date
BASEMENT SLAB SUB-BASE:
0.2mm THICK POLYTHENE MEMBRANE
ON 6mm SCREENINGS LAID OVER 20mm
SCREENINGS (75mm MIN. DEPTH).
PROPOSED PIT/COLUMN.
DISCONTINUOUS JOINTS
No.
EQ
EQ
EQ
CONSTRUCTION JOINT
C.J.
THE CONTRACTOR SHALL ALLOW FOR
ADDITIONAL REINFORCEMENT REQUIRED FOR
ANY CONSTRUCTION JOINTS, TEMPORARY
PENETRATIONS REQUIRED IN SLABS DURING
CONSTRUCTION, ETC.
20
2N16 BARS TOP
x 1500 LONG.
REFER GEOTECHNICAL REPORT FOR
SUBGRADE PREPARATION REQUIREMENTS
C.J.
5.
WHERE REINFORCEMENT BARS ARE CALLED UP
IN ONE DIRECTION ON PLAN, DISTRIBUTION BARS
ARE REQUIRED IN THE TRANSVERSE DIRECTION. 8.
ALL DISTRIBUTION BARS SHALL BE N12-300 (300
LAPS) UNLESS SHOWN OTHERWISE ON PLAN OR
9.
SECTIONS.
REFER TO ARCHITECTURAL DRAWINGS FOR:
- DIMENSIONS AND FINISHED FLOOR
LEVELS
- CHAMFERS TO CONCRETE EDGES
- LOCATION AND PROFILE OF UPSTANDS
ETC.
200 MIN.
REFER NOTES ON DRG. S1.
STOP REINFORCEMENT
25mm CLEAR OF JOINT.
C.J.
7.
1.
4.
C.J.
SCALE 1:100
SUSPENDED FLOOR SLAB NOTES:
2
ADJACENT BRICK
GARAGE
ADJACENT BRICK
GARAGE
3.
C1
C.J
C1
2
C1
1500
TYP.
S9
C.J
S9
DN
TITLE BOUNDARY
3
C.J
C1
C.J
N16-200 T&B
(MIN. 8 BARS)
GRATED TRENCH.
REFER DETAILS
ON DRG. S11 (typ.)
C.J
S9
C.J
130
5
Date
Revision
By
SCALE = N/A
ALL CORNER BARS NOT NECESSARILY SHOWN ON PLAN.
DRAWING
GROUND FLOOR PLAN & SLAB ON
GROUND DETAILS
Designed by
HT
Drawn by
HN
Checked by
BK
Date
JUNE 2014
CLIENT
-
Scale @ A1 SIZE SHEET
1:100 U.N.O
Job No.
XXX
PROJECT
PROPOSED 11 UNIT DEVELOPMENT
AT 27 CHANDLER ROAD , BORONIA
Drawing No.
S3
Rev.
--
FLOOR SLAB NOTES:
M
A
B
C
D
E
F
G
H
I
J
K
L
LIGHTWEIGHT ROOF
ABOVE CONCRETE SLAB
(WITH SL92 T&B).
REFER DRG. S5 FOR
DETAILS.
N16-300 T
x 3500 LONG.
1.
REFER NOTES ON DRG. S1.
2.
SLAB THICKNESSES SHALL BE 180mm UNLESS
DEPICTED THUS: XXX
3.
WHERE REINFORCEMENT BARS ARE CALLED UP IN
ONE DIRECTION ON PLAN, DISTRIBUTION BARS
ARE REQUIRED IN THE TRANSVERSE DIRECTION.
ALL DISTRIBUTION BARS SHALL BE N12-300 (300
LAPS) UNLESS SHOWN OTHERWISE ON PLAN OR
SECTIONS.
4.
REINFORCEMENT AND TENDONS SHOWN ON PLAN
ARE DIAGRAMMATIC AND INDICATE THE SIZE AND
NUMBER ONLY. THEY MAY REPRESENT MORE
THAN ONE LENGTH OR PROFILE.
5.
REFER TO CONCRETE DETAIL DRAWINGS FOR
REINFORCEMENT TO TENDON ENDS, MINIMUM
REINFORCEMENT TO BAND BEAMS ETC.
6.
POST-TENSIONING DOCUMENTATION FOR
CONSTRUCTION SHALL BE THE RESPONSIBILITY
OF THE CONTRACTOR. REFER NOTES ON DRG. S1.
180
L1.2
S-
N12-300 T
x 2000 LONG.
6N16-200
T&B
L1.1
S-
230
1000
(TYP.)
3
180
LOAD BEARING
STUD WALL.
(TYP.)
6N16-200 T&B
x 3000 LONG
2
DN
180
230
230
DN
5
180
2400 WIDE x 400 DEEP BAND BEAM
230
130
180
N16-300 T
x 3000 LONG.
180
2400 WIDE x 400 DEEP BAND BEAM
180
2400 WIDE x 400 DEEP BAND BEAM
4
6
L1.5
S-
230
N16-300 T
x 3500 LONG.
3
SPECIFIC DESIGN CRITERIA:
(i) MAXIMUM TOTAL DEFLECTION FOR ALL MEMBERS:
Lef/500 FOR SPANS
Lef/250 FOR CANTILEVERS
(ii) ADDITIONAL DEAD LOAD (WALLS, FINISHES, CEILING,
SERVICES, ETC.) SHOULD BE CALCULATED WITH 1.2 kPa BEING
THE MINIMUM ADOPTED.
(iii) THE CONTRACTOR SHALL MAKE HIS OWN ASSESSMENT OF
SLAB RESTRAINT WITH THE MINIMUM LEVEL OF P/A IN THE
SECONDARY DIRECTION BEING 1.0 MPa FOR UNEXPOSED SLABS.
(iv) CO-ORDINATE ALL SLAB PENETRATIONS FOR TENDON
LAYOUT.
2
DN
130
6N16-200 T&B
x 3000 LONG
1
6N16-200 T&B
x 3000 LONG
6N16-200 T&B
x 3000 LONG
L1.3
L1.4
S-
S-
LIGHTWEIGHT ROOF
ABOVE CONCRETE SLAB.
REFER DRG. S5 FOR
DETAILS.
1
N12-300 T
x 2000 LONG.
7.
THE CONTRACTOR SHALL ALLOW FOR ADDITIONAL
REINFORCEMENT REQUIRED FOR ANY
CONSTRUCTION JOINTS, TEMPORARY
PENETRATIONS REQUIRED IN SLABS DURING
CONSTRUCTION, ETC.
8.
REFER TO ARCHITECTURAL DRAWINGS FOR:
- DIMENSIONS AND FINISHED FLOOR LEVELS
- CHAMFERS TO CONCRETE EDGES
- LOCATION AND PROFILE OF UPSTANDS
ETC.
9.
ALL SERVICES PENETRATIONS THROUGH FLOOR
SLAB SHALL BE SLEEVED, NOT CORED.
10.
LEGEND:
LEVEL 1 PROFILE AND REINFORCEMENT PLAN
M
A
B
C
D
E
F
G
H
I
J
K
L
1/4S
2/4S HORIZONTAL.
2/3S HORIZONTAL.
2/3S HORIZONTAL.
150 AFS WALLS UNDER ONLY ARE SHOWN THUS:
2/3S HORIZONTAL.
1/3S HORIZONTAL.
2/4S HORIZONTAL.
150 AFS WALLS UNDER & OVER SHOWN THUS:
6
2/4S HORIZONTAL.
INSITU COLUMNS UNDER ONLY ARE SHOWN THUS:
2/4S
4
INSITU COLUMNS UNDER & OVER SHOWN THUS:
WALLS AND COLUMNS OVER ONLY SHOWN THUS:
5
2/3S ADDITIONAL
2/4S
2/4S
3
4/5S
4/5S
4/5S
3
2/4S
2
2
DN
DN
DN
1
1
4S AT 1200 CTS.
4S AT 1200 CTS.
4S AT 1500 CTS.
LEVEL 1 POST-TENSIONING PLAN
This Drawings and the Design shown HEREON is the
property of KPA MANAGEMENT & CONSULTING PTY LTD
and shall not be copied nor reproduced in part or in
whole in any form without the written permission of KPA
MANAGEMENT & CONSULTING PTY LTD and shall be used ONLY by
the client of KPA MANAGEMENT & CONSULTING PTY LTD for the
project for which it was provided.
No.
Date
Revision
By
No.
Date
Revision
By
DRAWING
LEVEL 1 PLANS
Designed by
HT
Drawn by
HN
Checked by
BK
Date
JUNE 2014
CLIENT
Scale @ A1 SIZE SHEET
1:100
Job No.
XXX
PROJECT
PROPOSED 11 UNIT DEVELOPMENT
AT 27 CHANDLER ROAD , BORONIA
Drawing No.
S4
Rev.
--
M
Member Schedule
Mark
K
L
CANTILEVER
L1
DS
DS
box gutter
L1
L1
L3
WP1
WP1
RIDGE LINE
140 x 45 MGP10
L2
-
L3
190 x 45 MGP10
2000
L4
170 x 45 MGP10
2500
RB1
240 x 45 MGP10 - 2000mm Min Back Span
Max 1800MM Cantilever
RB2
240 x 63 LVL13 or 290 x 45 (F17) KDHW
3800
R1
PSW35 (35 X 90) MGP10 @ 900 CTS OR
190 X 45 MGP10 @900 CTS
5400
WP1
190 x 45 F17 KDHW FIXED TO EVERY
STUD VIA 2 MIN. NAILS. (U.N.O)
R2
140 x 45 MPG10 @ 900 CTS
1200
RB3
2/290 x 45 F17
3800
1100
L1
RB2
RB3
RIDGE LINE
L1
fall
2
Max Span
L4
DS
RB1
BOX GUTTER
L1
2
L1
L1
R1
RB1
box gutter
1
L1
fall
DS
L4
L4
BOX GUTTER
DS
L1
L4
BOX GUTTER
RB1
L4
L4
P2
DS
L1
R1
(CANOPY)
BOX GUTTER
DS
fall
DS
box
L1 gutter
L4
BOX GUTTER
L4
CANTILEVER
R1
(CANOPY)
fall
L4
R1
(CANOPY)
RB1
CANTILEVER
CANTILEVER
RB3
L1
fall
1
J
DS
L1
I
DS
L1
H
CANTILEVER
DS
fall
RB1
DS
RB2
DS
3
G
R1
(CANOPY)
BOX GUTTER
RB1
RB1
LOAD BEARING
STUD WALL UNDER.
90x45 MGP10 AT
450CTS (TYPICAL)
F
R1
(CANOPY)
box gutter
L4
E
CANTILEVER
R1
(PITCHED
ROOF)
L4
4
D
RB1
CANTILEVER
C
RB1
B
RB1
A
Member Size
RIDGE LINE
L1
L1
L1
L1
L1
L1
L1
L1
L1
box gutter
L1
L1
L1
L1
L1
L1
L1
L1
L1
L1
box gutter
L1
box gutter
L1
L1
L1
P2
L1
box gutter
L1
L1
box gutter
L1
L1
L1
L1
2
L1
L1
BOX GUTTER
L1
RB2
box gutter
CANTILEVER
1
R1
(CANOPY)
TRUSS ROOF BY OTHERS.
ASSUME TRUSS ROOF SPANNING
NORTH-SOUTH.
ROOF FRAMING PLAN
SCALE = 1:100
TRUSS ROOF BY OTHERS
R1
TIMBER STUD WALL
TRUSS ROOF BY OTHERS
TECO BRACKET (TYP.)
TECO TRIP-L-GRIP
RB
3
RB
3
W
P1
W
P1
M12-900 'CHEMSET'
ANCHORS.
150 EMBEDMENT
AFS WALL. REFER
ELEVATION FOR DETAILS
TECO BRACKET (TYP.)
SECTION 1-1
SECTION 12-2
SCALE = 1:10
SCALE = 1:10
This Drawings and the Design shown HEREON is the
property of KPA MANAGEMENT & CONSULTING PTY LTD
and shall not be copied nor reproduced in part or in
whole in any form without the written permission of KPA
MANAGEMENT & CONSULTING PTY LTD and shall be used ONLY by
the client of KPA MANAGEMENT & CONSULTING PTY LTD for the
project for which it was provided.
No.
Date
Revision
By
No.
Date
Revision
By
DRAWING
ROOF FRAMING PLANS
Designed by
HT
Drawn by
HN
Checked by
BK
Date
JUNE 2014
CLIENT
-
Scale @ A1 SIZE SHEET
1:100 U.N.O
Job No.
XXX
PROJECT
PROPOSED 11 UNIT DEVELOPMENT
AT 27 CHANDLER ROAD , BORONIA
Drawing No.
S5
Rev.
--
3
2
4
3
150 AFS/40MPa
N12-300 E.W
4
150 AFS/40MPa
N12-300 E.W
3
3
4
150 AFS/40MPa
N12-300 E.W
4
3
150 AFS/40MPa
N12-300 E.W
4
H
3
2
150 AFS/40MPa
N12-300 E.W
150 AFS/40MPa
N12-300 E.W
G
3
3
2
I
4
1
3
2
4
4
150 AFS/40MPa
N12-300 E.W
150 AFS/40MPa
N12-300 E.W
150 AFS/40MPa
N12-300 E.W
150 AFS/40MPa
N12-300 E.W
150 AFS/40MPa
N12-300 E.W
K
A
B
C
D
E
F
G
H
I
J
K
150 AFS/40MPa
N12-300 E.W
L
150 AFS/40MPa
N12-300 E.W
150 AFS/40MPa
N12-300 E.W
M
A
B
C
D
E
F
G
H
I
J
K
L
6
4
5
3
3
2
2
1
1
GROUND FLOOR - KEY PLAN
A
B
C
D
E
F
G
H
I
J
K
3
K
3
2
150 AFS/40MPa
N12-300 E.W
150 AFS/40MPa
N12-300 E.W
M
SCALE 1:200
2
150 AFS/40MPa
N12-300 E.W
L
6
4
5
3
3
2
2
1
1
LEVEL 1 - KEY PLAN
SCALE 1:200
This Drawings and the Design shown HEREON is the
property of KPA MANAGEMENT & CONSULTING PTY LTD
and shall not be copied nor reproduced in part or in
whole in any form without the written permission of KPA
MANAGEMENT & CONSULTING PTY LTD and shall be used ONLY by
the client of KPA MANAGEMENT & CONSULTING PTY LTD for the
project for which it was provided.
No.
Date
Revision
By
No.
Date
Revision
By
DRAWING
WALL ELEVATIONS - SHEET 1
Designed by
HT
Drawn by
HN
Checked by
BK
Date
JUNE 2014
CLIENT
-
Scale @ A1 SIZE SHEET
1:100 (U.N.O)
Job No.
XXX
PROJECT
PROPOSED 11 UNIT DEVELOPMENT
AT 27 CHANDLER ROAD , BORONIA
Drawing No.
S7
Rev.
--
I
H
G
2
F
F
150 AFS/40MPa
N12-300 E.W
150 AFS/40MPa
N12-300 E.W
B
D
G
H
I
150 AFS/40MPa
N12-300 E.W
C
B
2
150 AFS/40MPa
N12-300 E.W
A
A
2
150 AFS/40MPa
N12-300 E.W
150 AFS/40MPa
N12-300 E.W
150 AFS/40MPa
N12-300 E.W
150 AFS/40MPa
N12-300 E.W
M
A
B
C
D
E
F
G
H
I
J
K
L
6
4
5
3
3
2
2
1
1
GROUND FLOOR - KEY PLAN
M
SCALE 1:200
A
B
C
D
E
F
G
H
I
J
K
L
6
4
5
3
3
2
2
1
1
LEVEL 1 - KEY PLAN
SCALE 1:200
This Drawings and the Design shown HEREON is the
property of KPA MANAGEMENT & CONSULTING PTY LTD
and shall not be copied nor reproduced in part or in
whole in any form without the written permission of KPA
MANAGEMENT & CONSULTING PTY LTD and shall be used ONLY by
the client of KPA MANAGEMENT & CONSULTING PTY LTD for the
project for which it was provided.
No.
Date
Revision
By
No.
Date
Revision
By
DRAWING
WALL ELEVATIONS - SHEET 2
Designed by
HT
Drawn by
HN
Checked by
BK
Date
JUNE 2014
CLIENT
-
Scale @ A1 SIZE SHEET
1:100 (U.N.O)
Job No.
XXX
PROJECT
PROPOSED 11 UNIT DEVELOPMENT
AT 27 CHANDLER ROAD , BORONIA
Drawing No.
S8
Rev.
--
H
F
I
REFER DRG. S12 FOR WALL TO SLAB
CONNECTION DETAILS (TYP.)
HIGHER GROUND SLAB
RAMP (VARIES)
N12-300 "Z"
BARS
N12-250 SIDE REINFORCEMENT
CONTINUOUS THROUGHOUT STEP
(600 LAP)
LOST FORMWORK
400
PF3 BEYOND
N12-300 "Z"
BARS
0.2mm THICK POLYTHENE
MEMBRANE ON 6mm SCREENINGS
LAID OVER 20mm SCREENINGS
(75mm MIN. DEPTH).
PF3 BEYOND
450
450
450
450
SECTION
F.2
S2
F.1
S3
2
G
H
REFER PLAN FOR
REINFORCMENT.
AFS WALL. REFER
ELEVATION FOR
REINFORCEMENT
(TYP.)
AFS WALL. REFER
ELEVATION FOR
REINFORCEMENT (TYP.)
REFER DRG. S12 FOR WALL TO SLAB
CONNECTION DETAILS (TYP.)
1
1
AFS WALL. REFER
ELEVATION FOR
REINFORCEMENT (TYP.)
AFS WALL. REFER
ELEVATION FOR
REINFORCEMENT (TYP.)
REFER DRG. S12 FOR WALL
BASE CONNECTION DETAILS
(TYP.)
REFER PLAN FOR
REINFORCEMENT
LOST FORMWORK
AFS WALL. REFER
ELEVATION FOR
REINFORCEMENT (TYP.)
HIGHER GROUND SLAB
REFER SECTION F.1
FOR REINFORCEMENT
DETAILS
RAMP (VARIES)
BOUNDARY LINE
S2
LOWER GROUND SLAB
S3
REFER PLAN FOR
REINFORCMENT.
LOST FORMWORK
PROVIDE POLYSTERENE
SEPARATION TO
ADJACENT STRUCTURE.
LOWER GROUND SLAB
REFER PLAN FOR
REINFORCEMENT
SF
0.2mm THICK POLYTHENE
MEMBRANE ON 6mm SCREENINGS
LAID OVER 20mm SCREENINGS
(75mm MIN. DEPTH).
REFER PLAN FOR
REINFORCMENT.
PF
2
1
0.2mm THICK POLYTHENE
MEMBRANE ON 6mm
SCREENINGS LAID OVER
20mm SCREENINGS (75mm
MIN. DEPTH).
LOWER GROUND SLAB
REFER PLAN FOR
REINFORCMENT.
ADJACENT BRICK
GARAGE.
50 mm BLINDING
CONCRETE, f'c=15 MPa.
1
SF
SF
1
REFER PLAN FOR
REINFORCMENT.
EB
SECTION
HIGHER GROUND SLAB
25 REBATE
0.2mm THICK POLYTHENE
MEMBRANE ON 6mm SCREENINGS
LAID OVER 20mm SCREENINGS
(75mm MIN. DEPTH).
LOWER GROUND SLAB
REFER PLAN FOR
REINFORCEMENT
N12-200 x 1200
LONG STARTER
BARS
SCABBLE SURFACE
(TYP.)
LOWER GROUND SLAB
REFER PLAN FOR
REINFORCEMENT
REFER DRG. S12 FOR WALL TO SLAB
CONNECTION DETAILS (TYP.)
REFER PLAN FOR
REINFORCEMENT
N12-200 x 1200
LONG STARTER
BARS
PROVIDE SL92 T&B
TO RAMP SLAB
REFER PLAN FOR
REINFORCEMENT
REFER PLAN FOR
REINFORCEMENT
N12-250 SIDE REINFORCEMENT
CONTINUOUS THROUGHOUT STEP
(600 LAP)
I
AFS WALL. REFER
ELEVATION FOR
REINFORCEMENT (TYP.)
AFS WALL. REFER
ELEVATION FOR
REINFORCEMENT (TYP.)
HATCH DENOTES
MASS CONCRETE ON
TOP OF SLAB.
PROVIDE SL82 T.
H
FOOTING NOT TO
UNDERMINE ADJACENT
FOOTING. BUILDER TO
CONFIRM ON SITE.
50 mm BLINDING
CONCRETE, f'c=15 MPa.
50 mm BLINDING
CONCRETE, f'c=15 MPa.
REFER PLAN FOR
REINFORCMENT.
SECTION
F.3
S2
SECTION
S3
SECTION
F.4
S2
S3
F.5
S2
S3
1
2
A
AFS WALL. REFER
ELEVATION FOR
REINFORCEMENT (TYP.)
REFER PLAN FOR
REINFORCMENT.
REFER PLAN FOR
REINFORCMENT.
HIGHER GROUND SLAB
LOWER GROUND SLAB
140 BLOCKWORK.
N12-400 CENTRAL
EACH WAY.
BOUNDARY LINE
REFER DRG. S12 FOR WALL
BASE CONNECTION DETAILS
(TYP.)
REFER DRG. S11 FOR GRATED
TRENCH DETAILS.
1500 MAX.
AFS WALL. REFER
ELEVATION FOR
REINFORCEMENT (TYP.)
MASS CONCRETE
HIGHER GROUND SLAB
0.2mm THICK POLYTHENE
MEMBRANE ON 6mm SCREENINGS
LAID OVER 20mm SCREENINGS
(75mm MIN. DEPTH).
50 mm BLINDING
CONCRETE, f'c=15 MPa.
0.2mm THICK POLYTHENE
MEMBRANE ON 6mm SCREENINGS
LAID OVER 20mm SCREENINGS
(75mm MIN. DEPTH).
REFER PLAN FOR
REINFORCMENT.
REFER PLAN FOR
REINFORCMENT.
EB
REFER PLAN FOR
REINFORCMENT.
PF
2
0.2mm THICK POLYTHENE
MEMBRANE ON 6mm SCREENINGS
LAID OVER 20mm SCREENINGS
(75mm MIN. DEPTH).
SF
1
EB
REFER PLAN FOR
REINFORCMENT.
50 mm BLINDING
CONCRETE, f'c=15 MPa.
50 mm BLINDING
CONCRETE, f'c=15 MPa.
SECTION
SECTION
F.6
S2
S3
S2
This Drawings and the Design shown HEREON is the
property of KPA MANAGEMENT & CONSULTING PTY LTD
and shall not be copied nor reproduced in part or in
whole in any form without the written permission of KPA
MANAGEMENT & CONSULTING PTY LTD and shall be used ONLY by
the client of KPA MANAGEMENT & CONSULTING PTY LTD for the
project for which it was provided.
No.
Date
Revision
By
No.
Date
Revision
By
SECTION
F.7
S3
F.8
S2
DRAWING
CONCRETE DETAILS - SHEET 1
Designed by
HT
Drawn by
HN
Checked by
BK
Date
JUNE 2014
S3
CLIENT
Scale @ A1 SIZE SHEET
1:20
Job No.
XXX
PROJECT
PROPOSED 11 UNIT DEVELOPMENT
AT 27 CHANDLER ROAD , BORONIA
Drawing No.
S9
Rev.
--
MINIMUM THROUGHOUT
U.N.O. ON PLAN.
SIDE OF POCKET.
450 TYP.
0.30 Ls 1
ANTI-BURST SPIRAL CAGE
COVER
0.20 Ls 1
0.20 Ls
SEE NOTE 8.
SEE NOTE 8.
0.30 Ls
DISTRIBUTION BARS
REFER NOTE 3.
0.20 Ls
A
T
600
STANDARD
COG U.N.O.
BAND BEAM
TENDONS
0.30 Ls
COLUMN
OR WALL.
150
150
SLAB TENDONS
A
0.10 Ls1
ALTERNATE BTM. BARS
STAGGERED.
Ls1
0.10 Ls2
N12-500 LIGS
U.N.O. ON PLAN
BAND BEAM WIDTH
AS SHOWN ON PLAN
A
ALTERNATE BTM. BARS
STAGGERED.
Ls2
A
TYPICAL SLAB DEAD END
ANCHORAGE DETAIL AGAINST WALL
TYPICAL SLAB EDGE LIVE END
ANCHORAGE DETAIL
TYPICAL SECTION THROUGH BAND BEAM
TOP SLAB BARS
OR FABRIC.
ANTI-BURST SPIRAL CAGE
0.30 Ln1
TYPICAL SLAB POCKET LIVE END
ANCHORAGE DETAIL
STANDARD
COG U.N.O.
0.30 Ln1
SLAB TENDONS
500
LAP
0.20 Ln1
COLUMN OR WALL.
0.30 Ln2
0.20 Ln2
500
LAP
0.20 Ln2
SEE NOTE 8.
D
ADDITIONAL POCKET REINF'T.
REFER PLAN ABOVE
600
N12 LACING BARS
STRESSING
ANCHOR
MIN. COVER
COLUMN
OR WALL.
0.10 Ln1
MAX.
SEE NOTE 8.
ALTERNATE BTM. BARS
STAGGERED.
0.10 Ln1
MAX.
150 MIN. U.N.O.
0.10 Ln2
MAX.
150 MIN. U.N.O.
Ln1
NOTES
1.
TYPICAL SLAB DEAD END
ANCHORAGE DETAIL
SECTION A-A
(BEAM SUPPORT)
800 MIN.
ADDITIONAL POCKET REINF'T.
REFER PLAN ABOVE
N12 LACING BARS
2. FOR REINFORCEMENT SIZE & NUMBER SEE PLANS.
7. Ls OR Ln IS THE GREATER OF TWO CONSECUTIVE SPANS (EG. Ls1 & Ls2, Ln1 & Ln2)
3. WHEREVER SLAB REINFORCEMENT IS CALLED UP IN ONE DIRECTION,
DISTRIBUTION BARS ARE REQUIRED IN THE TRANSVERSE DIRECTION.
ALL TOP AND BTM. DISTRIBUTION BARS NOT SHOWN ON PLAN TO BE
N12-300 WITH 300 LAPS. NOT REQUIRED WHERE FABRIC IS SPECIFIED.
8. LONG AND SHORT TOP BARS SHALL BE PLACED ALTERNATELY, WITH AT
LEAST 50% OF THESE BEING THE LONGER BAR.
NOTES:
4. DETAILS ABOVE APPLY UNLESS SHOWN OTHERWISE ON PLANS.
10. REFER PLANS FOR LIGATURE REQUIREMENTS TO BAND BEAM.
1. REINFORCEMENT SHOWN ON THESE DETAILS IS ADDITIONAL TO
THAT SHOWN ON PLANS.
2. DETAILS SHOWN HERE ARE ALSO APPLICABLE TO POST-TENSIONED
BAND BEAMS.
3. APPROVED ANTI BURST REINFORCEMENT MAY BE USED IN
LIEU OF THE "ANTI-BURST SPIRAL CAGE" SHOWN IN THE ABOVE
DETAILS.
5. THE ABOVE ARRANGEMENT ONLY APPLIES WHERE THE RATIO OF THE
LONGER TO SHORTER OF ANY TWO ADJACENT SPANS DOES NOT EXCEED 1.2.
11. BUILDER IS TO PROVIDE ADEQUATE BAR CHAIRS OR SUPPORT
CAGES TO SUPPORT BAND BEAM TOP REINFORCEMENT.
(N.T.S)
X3
BEAM DEPTH, D
X2
DO NOT CUT OFF STRANDS
ON COMPLETION OF STRESSING
REFER FLOOR PLANS
FOR BTM REINFT
TOP & BOTTOM BARS: FOR EVERY TWO BARS
STOPPED BY HOLE ADD ONE BAR EACH SIDE
OF SAME GRADE AND SIZE.
FOR POST TENSIONED SLABS OR WHERE NO BARS
ARE SHOWN ADD 2N16 TOP & BTM. EACH SIDE
OF HOLE.
MINIMUM LAP SPLICES FOR BARS
MORE THAN 300mm
CONCRETE BELOW BAR
SIZE
CONCRETE GRADE
CONCRETE GRADE
25 MPa
> 32 MPa
25 MPa
> 32 MPa
N12
300
300
400
400
N16
450
450
550
550
N20
600
550
750
700
N24
850
750
1050
950
N28
1050
900
1300
1150
N32
1250
1150
1600
1400
N36
1550
1400
1950
1750
NOTES:
1. THESE SPLICE LENGTHS APPLY FOR ALL BEAMS, SLABS AND WALLS U.N.O.
2. THESE SPLICE LENGTHS ARE BASED ON THE FOLLOWING MINIMUM COVER
TO THE BAR:
SLABS, WALLS - GREATER OF 25mm OR BAR DIA.
BEAMS - 40mm
No.
Date
Revision
2. CO-ORDINATION REQUIRED BY THE POST-TENSIONING
AND HYDRAULICS CONTRACTOR ON SITE.
2. CO-ORDINATION REQUIRED BY THE POST-TENSIONING
AND HYDRAULICS CONTRACTOR ON SITE.
3. TOTAL ALLOWABLE SLEEVE PENETRATION AT A CROSS-SECTION
X1 + X2 + X3 < 0.2W.
3. MAXIMUM SLEEVE DIAMETER
X1 < 0.25D.
6N16 x 1000 LONG ADDITIONAL
UNDER AND OVER PIPE.
VO
ID
IN
SL
AB
100 MIN. CLEARANCE.
PENETRATIONS PREFERABLY WITHIN
MIDDLE THIRD OF BEAM SPAN
AND AS CLOSE AS POSSIBLE TO
UNDERSIDE OF SLAB.
BEAM WIDTH, W
TYPICAL PENETRATION IN FLOOR SLAB DETAIL
NOTE:
CASE 2. - HORIZONTAL SERVICE PIPE PENETRATION
NOTES:1. ALL PIPES SHALL BE SLEEVED (NOT CORED).
1. FOR HOLES LESS THAN 300 x 300mm, BARS TO BE RE-ARRANGED AROUND HOLE.
2. CO-ORDINATION REQUIRED BY THE POST-TENSIONING
AND HYDRAULICS CONTRACTOR ON SITE.
2. FOR HOLES GREATER THAN 300 x 300mm, BUT LESS THAN 1000 x 1000mm
USE ABOVE DETAIL.
3. MAXIMUM SLEEVE DIAMETER
X1 < 0.25D.
3. FOR HOLES GREATER THAN 1000 x 1000mm REFER TO ENGINEERS PLANS.
This Drawings and the Design shown HEREON is the
property of KPA MANAGEMENT & CONSULTING PTY LTD
and shall not be copied nor reproduced in part or in
whole in any form without the written permission of KPA
MANAGEMENT & CONSULTING PTY LTD and shall be used ONLY by
the client of KPA MANAGEMENT & CONSULTING PTY LTD for the
project for which it was provided.
By
PENETRATIONS PREFERABLY
WITHIN MIDDLE THIRD OF BEAM
SPAN AND AS CLOSE AS
POSSIBLE TO UNDERSIDE OF
SLAB.
CASE 3. - SIDE ENTRY SERVICE PIPE PENETRATIONS
NOTES:1. ALL PIPES SHALL BE SLEEVED (NOT CORED).
X1
LESS THAN 300mm
CONCRETE BELOW BAR
OR VERTICAL BAR
CASE 1. - VERTICAL SERVICE PIPE PENETRATION
NOTES: 1. ALL PIPES SHALL BE SLEEVED (NOT CORED).
600
BAR
BEAM WIDTH, W
BEAM WIDTH, W
600
SPLICE(mm)
Revision
80 MIN.
CLEARANCE.
PIPES THROUGH
BAND BEAM.
SECTION A-A
(WALL SUPPORT)
Date
9. BARS MAY BE ADJUSTED SIDEWAYS TO AVOID
COLUMN BARS.
TYPICAL POST-TENSIONED BAND BEAM & SLAB DETAILS
X1
No.
6. FOR PRIMARY AND SECONDARY DIRECTIONS OF REINFORCEMENT SEE PLANS.
X1
STRESSING
ANCHOR
TENDON OFFSETS TAKE PRECEDENCE OVER REINFORCEMENT.
By
BEAM DEPTH, D
12 BAR Ø
Ln 2
SECTION A-A ALONG BAND BEAM
DO NOT CUT OFF STRANDS
ON COMPLETION OF STRESSING
REFER FLOOR PLANS
FOR BTM REINFT
BAND BEAM TENDONS
BEAM DEPTH, D
N12 x 1500 LONG
TOP LACING BARS
0.10 Ls1
BAND BEAM DEPTH
450 TYP.
ENSURE DEAD END
NO MORE THAN COVER
DISTANCE FROM EDGE OF WALL
SLAB THICKNESS
800 MIN.
TYPICAL SERVICE PIPE PENETRATIONS THROUGH BAND BEAMS
DRAWING
CONCRETE DETAILS - SHEET 1
Designed by
HT
Drawn by
HN
Checked by
BK
Date
JUNE 2014
CLIENT
Scale @ A1 SIZE SHEET
1:20
Job No.
XXX
PROJECT
PROPOSED 11 UNIT DEVELOPMENT
AT 27 CHANDLER ROAD , BORONIA
Drawing No.
S10
Rev.
--
N16-200 'Z' BARS
P.T CABLE.
P.T CABLE.
P.T CABLE.
LEVEL 1 SLAB
LEVEL 1 SLAB
LEVEL 1 SLAB
300
P.T CABLE.
N12-300 SIDE
REINFORCEMENT.
450 (TYP.)
AFS WALLL. REFER
ELEVATION FOR
REINFORCEMENT.
2N16 T&B
CONTINUOUS
THROUGH DOWN
TURN. 600 LAP.
SECTION
CLEAN SCABBLE
SURFACE.
SECTION
COLUMN. REFER DRG. S8
FOR REINFORCEMENT.
SECTION
L1.2
S4
L1.3
S4
L1.1
S4
REFER PLAN FOR
REINFORCEMENT.
WALL BEYOND.
REFER PLAN FOR
REINFORCEMENT.
LEVEL 1 SLAB
LEVEL 1 SLAB
P.T CABLE
AFS WALLL. REFER
ELEVATION FOR
REINFORCEMENT.
P.T CABLE
REFER TYPICAL
STAIR DETAILS FOR
REINFORCEMENT.
SECTION
SECTION
L1.5
S4
L1.4
S4
CL
COLUMN AND
PAD FOOTING U.N.O.
STARTER BARS SAME NUMBER,
TYPE, SIZE AND ARRANGEMENT
AS FOR COLUMN BARS UNLESS
NOTED OTHERWISE IN COLUMN
SCHEDULE.
40 BAR DIA.
C.J. CLEAN, ROUGHENED
SURFACE (TYP.)
20 BAR
DIA.
REFER OTHERS FOR TRENCH
DIMENSIONS & GRATING
DETAILS.
'L'
700
2 SETS OF R10 TIES FOR
SUPPORT OF STARTER BARS.
STANDARD COG IF 'L' IS
LESS THAN 35 BAR DIA.
50mm BLINDING CONCRETE
(GRADE 15MPa).
150
250
APPROVED
FOUNDING
LEVEL.
CONCRETE GRADE
F'c = 40 MPa
EXTEND AND COG
CORNER BARS ONLY.
NOTES:
N12-200 EACH WAY
CENTRAL.
8N16
R10-200 TIES
COLUMN C1
1. FOR REINFORCEMENT, DIMENSIONS ETC, REFER COLUMN SCHEDULE AND PAD
FOOTING SCHEDULE.
300
300
150
SLAB LEVEL
5mm THICK COMPRESSIBLE SEPARATION
STRIP BETWEEN COLUMN AND SLAB ON
GROUND (TYPICAL).
TYPICAL GRATED TRENCH DETAIL
SCALE = N.T.S
SCALE = 1:20
2. OVEREXCAVATION BELOW FOOTINGS TO BE FILLED TO UNDERSIDE OF FOOTING WITH
GRADE 15 MPa CONCRETE.
3. OVEREXCAVATION AROUND FOOTINGS TO BE FILLED WITH SAME GRADE CONCRETE
AS FOOTINGS OR CEMENT STABILIZED SAND. (7% CEMENT BY VOLUME)
4. DETAILS ABOVE APPLY UNLESS SHOWN OTHERWISE ON DRAWINGS.
TYPICAL PAD FOOTING-CONCRETE COLUMN DETAIL
SCALE = N/A
This Drawings and the Design shown HEREON is the
property of KPA MANAGEMENT & CONSULTING PTY LTD
and shall not be copied nor reproduced in part or in
whole in any form without the written permission of KPA
MANAGEMENT & CONSULTING PTY LTD and shall be used ONLY by
the client of KPA MANAGEMENT & CONSULTING PTY LTD for the
project for which it was provided.
No.
Date
Revision
By
No.
Date
Revision
By
DRAWING
CONCRETE DETAILS - SHEET 2
Designed by
HT
Drawn by
HN
Checked by
BK
Date
JUNE 2014
CLIENT
Scale @ A1 SIZE SHEET
1:20
Job No.
XXX
PROJECT
PROPOSED 11 UNIT DEVELOPMENT
AT 27 CHANDLER ROAD , BORONIA
Drawing No.
S11
Rev.
--
REFER WALL ELEVATION
FOR REINFORCEMENT
(TYP.)
600
300
N16-300 STARTER BARS
300 COG
MASONRY NAILS
AT 600 CTS.
600
CONCRETE
COVER
600
This Drawings and the Design shown HEREON is the
property of KPA MANAGEMENT & CONSULTING PTY LTD
and shall not be copied nor reproduced in part or in
whole in any form without the written permission of KPA
MANAGEMENT & CONSULTING PTY LTD and shall be used ONLY by
the client of KPA MANAGEMENT & CONSULTING PTY LTD for the
project for which it was provided.
No.
Date
Revision
By
No.
Date
Revision
By
DRAWING
TYPICAL AFS WALL CONNECTION
DETAILS
Designed by
HT
Drawn by
HN
Checked by
BK
Date
JUNE 2014
CLIENT
Scale @ A1 SIZE SHEET
1:10
Job No.
XXX
PROJECT
PROPOSED 11 UNIT DEVELOPMENT
AT 27 CHANDLER ROAD , BORONIA
Drawing No.
S12
Rev.
--
N12-300 T
DISTRIBUTION BARS
STARTER BARS.
REFER TYPICAL SLAB TO
WALL CONNECTION DETAILS.
N12-300 T
400
FLIGHT BEYOND SIMILAR
TOP OF FLIGHT
40
0
AFS STAIR WALLS
N12-150 B
40
0
N12-150 B
TYPICAL MID-LANDING CROSS SECTION
150 THICK U.N.O.
15
0
TH
R
OA
T
N12-300 T
DISTRIBUTION BARS
TO PROTRUDE 500 INTO
ADJACENT FLOOR SLAB
(WHERE POSSIBLE)
40
0
150 THICK U.N.O.
ON FLOOR PLANS
500
N12-150 B
FLIGHT BEYOND SIMILAR
0
N12-300 T
BOTTOM OF FLIGHT
N12-150 T&B
BASE LEVEL
300 MIN.
500
N12-300
DISTRIBUTION BARS
40
40
0
N12-150 B
C.J. SCABBLED
FULLY SCABBLED C.J.
(OPTIONAL)
REFER TYPICAL SLAB TO
WALL CONNECTION DETAILS
FOR REINFORCEMENT (TYP).
AFS STAIR WALLS
TYPICAL STAIR WITH MID-LANDING DETAIL
TYPICAL LANDING AT FLOOR LEVEL CROSS SECTION
TYPICAL STAIR BASE DETAIL
NOTE: 11 No. MAXIMUM RISERS PER FLIGHT
This Drawings and the Design shown HEREON is the
property of KPA MANAGEMENT & CONSULTING PTY LTD
and shall not be copied nor reproduced in part or in
whole in any form without the written permission of KPA
MANAGEMENT & CONSULTING PTY LTD and shall be used ONLY by
the client of KPA MANAGEMENT & CONSULTING PTY LTD for the
project for which it was provided.
No.
Date
Revision
By
No.
Date
Revision
By
DRAWING
CONCRETE STAIR DETAILS
Designed by
HT
Drawn by
HN
Checked by
BK
Date
JUNE 2014
CLIENT
Scale @ A1 SIZE SHEET
1:20
Job No.
XXX
PROJECT
PROPOSED 11 UNIT DEVELOPMENT
AT 27 CHANDLER ROAD , BORONIA
Drawing No.
S13
Rev.
--