f4 f2 - nt consulting engineers · 2018. 9. 13. · s02 6 b18-7912 0 oc mc june 2018 hoj38520 mc...
TRANSCRIPT
2m0
SCALE: 1:100
10
SCALE: 1:100
± 0.00
± 0.00
± 0.00
CUPOLEX: 260 DOME
SCALE 1:10
285 20
55 55 55 55 55
26
0
560 cover
260 Cupolex Dome
260 Benton Stop
260 Stop End
20
(Benton Stop)
(Cupolex Dome)
Stop End
LEGEND
260 CUPOLEX DOMES
200 CUPOLEX DOMES
FOOTING SCHEDULE
320 DEEP x 300 WIDE RAFT FOOTINGF2
F4
+260
F2
F2
F2
F1
800 SQ x 100 thk CONCRETE SLAB on
0.2 WPM/50 thk sand bed compacted to 95% MMDD
Provide SL72 mesh, 30 top cover
SLAB & FOOTING PLANSCALE 1:100
200
PART PLAN
+260
320 DEEP x 300 WIDE RAFT FOOTINGF1
260
260 Benton Stop
+320
A
N12 STARTER BARS AS SCHEDULED
3-N12 RE-ENTRANT
BARS x 800 LONG
TIE TO MESH
(100 GAUGE)
A3
SIZE
SHEET
AMENDMENTNTG DRAWING No.
OF
SHEET No.NTG ASSET No.NTG PROJECT No.
CHECKED
DATE
CHECKED
DATE
DATE
NTG PROJECT MANAGER
DRAWN
DATE
DESIGNED
DATE
DATE
DESIGN PROJECT LEADER
Norhern Territory
INIT.DATEDESCRIPTION
AMENDMENTS
No. DEPT/COMPANY.
Government
NORTHERN REGION (CYCLONIC) 2 BED
MASONRY DUPLEX (STANDARD DESIGN)
STRUCTURAL
SLAB & FOOTING PLAN
S02 6 B18-7912 0
OC
JUNE 2018
MC
JUNE 2018
HOJ38520
MC
JUNE 2018
OC
JUNE 2018
DH
JUNE 2018
PK
JUNE 2018
F4
260 DEEP x 300 WIDE RAFT FOOTING
F5
200
+260 F4F4
200
F4 F4
F5 500 DEEP x 300 WIDE STRIP FOOTING: refer detail 2
± 0.00
25
20
======
Fall
10 m
m
Fa
ll
25
m
m
Fa
ll
25
m
m
Fa
ll
10
m
m
1200 SQ x 100 thk CONCRETE SLAB on
0.2 WPM/50 thk sand bed compacted to 95% MMDD
Provide SL72 mesh, 30 top cover
300 x 75 thk CONC MOWING
STRIP: 3-SL8TM CENTRALLY
PROVIDE TOOL JOINT @
CORNERS & 2400 CRS
(COMPACT SUBGRADE 95% MMDD)
DANLEY 250mm KEY JOINT w/
SILCOSEAL BOND BREAKER
Fa
ll
10
m
m
Fall
10 m
m
60 step
60 step
Note:
Core fill all cores to
Party Wall
FUTURE DOOR: PROVIDE
LINTEL, BUT NO VERT REINF
FUTURE DOOR: PROVIDE
LINTEL, BUT NO VERT REINF
320 DEEP x 550 WIDE RAFT FOOTINGF3
F2
F2
F2
F1
F3 F3
F3F3
N12 x 600 'L' BAR @ CORNERS
& JUNCTIONS TIE TO U/S OF CAGE
(typ)
6012 3745
Footing Centerline
Note:
The ground adjacent to the building
must be graded to a uniform fall of
50mm for a 1m wide perimeter
Note:
Provide cage to all footings 3-N12 bot reinf &
2 N12 top reinf
F5
2
Note:
60 thk Verandah slab w/ SL82
mesh on cupolex domes
Note:
60 thk Slab w/ SL82
mesh on cupolex domes
PROVIDE 2 LAYERS OF MESH TO BATH
120/105 thk Bathroom slab w/ bot SL82
mesh on cupolex domes & SL82 top mesh
(40 top cover)
SITE PREPERATION
BENCH SLAB 50 BELOW NGL
PROVIDE 50 SAND BED COMPACTED
TO 95% MMDD PROVIDE 0.2 WPM
UNDERLAY ON SAND BED
CUPOLEX SHALL BE INSTALLED AS SCHEDULED
& IN ACCORDANCE WITH THE MANUFACTURERS
SPECIFICATION
CUPOLEX
Note:
The ground adjacent to the building
must be graded to a uniform fall of
50mm for a 1m wide perimeter
2m0
SCALE: 1:100
10
SCALE: 1:100
LEGEND
ROOF FRAMING PLANSCALE 1:100
PART PLAN
RT RTRT RT
= = =
Bondor E
PS
F
R (0.6/0.6) ceiling panel
A
Reflected Ceiling Plan
B1-RING BEAM
B1-RING BEAM
100 x 50 x 2 RHS PURLINS
@ 900 CRS MAX
COMPOSITE 100 thk
SOLARSPAN EPS FR
VERANDAH ROOF PANEL
(O.42/0.6)
Note:
Fix truss top & bot. chord
to Party Wall w/ M12 c/a
to reinforced core @ ea
crossing:Hilti Hit RE 500 c/a
(110 embed)
ROOF FRAMING SCHEDULE
ROOF TRUSS AS SCHEDULED: REFER SECTION ART
125 x 75 x 4 RHS RING BEAMB1
B2 125 x 75 x 4 RHS VERANDAH BEAM
CAST IN PLATE: REFER DETAIL BELOW
A3
SIZE
SHEET
AMENDMENTNTG DRAWING No.
OF
SHEET No.NTG ASSET No.NTG PROJECT No.
CHECKED
DATE
CHECKED
DATE
DATE
NTG PROJECT MANAGER
DRAWN
DATE
DESIGNED
DATE
DATE
DESIGN PROJECT LEADER
Northern Territory
INIT.DATEDESCRIPTION
AMENDMENTS
No. DEPT/COMPANY.
Government
NORTHERN REGION (CYCLONIC) 2 BED
MASONRY DUPLEX (STANDARD DESIGN)
STRUCTURAL
ROOF FRAMING PLAN
S03 6 B18-7913 0
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MC
JUNE 2018
HOJ38520
MC
JUNE 2018
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JUNE 2018
DH
JUNE 2018
PK
JUNE 2018
C1C1C1C1C1C1C1
B2-VERANDAH BEAM
75 x 4 SHS COLUMNC1
24
84
93
8
o/h
======
Bondor E
PS
F
R (0.6/0.6) ceiling panel
Bondor E
PS
F
R (0.6/0.6) ceiling panel
Bondor E
PS
F
R (0.6/0.6) ceiling panel
Bondor E
PS
F
R (0.6/0.6) ceiling panel
Bondor E
PS
F
R (0.6/0.6) ceiling panel
Bondor E
PS
F
R (0.6/0.6) ceiling panel
Bondor E
PS
F
R (0.6/0.6) ceiling panel
So
la
rsp
an
E
PS
F
R (0
.4
2/0
.6
) p
an
el
So
la
rsp
an
E
PS
F
R (0
.4
2/0
.6
) p
an
el
So
la
rsp
an
E
PS
F
R (0
.4
2/0
.6
) p
an
el
So
la
rsp
an
E
PS
F
R (0
.4
2/0
.6
) p
an
el
So
la
rsp
an
E
PS
F
R (0
.4
2/0
.6
) p
an
el
So
la
rsp
an
E
PS
F
R (0
.4
2/0
.6
) p
an
el
So
la
rsp
an
E
PS
F
R (0
.4
2/0
.6
) p
an
el
So
la
rsp
an
E
PS
F
R (0
.4
2/0
.6
) p
an
el
So
la
rsp
an
E
PS
F
R (0
.4
2/0
.6
) p
an
el
So
la
rsp
an
E
PS
F
R (0
.4
2/0
.6
) p
an
el
So
la
rsp
an
E
PS
F
R (0
.4
2/0
.6
) p
an
el
So
la
rsp
an
E
PS
F
R (0
.4
2/0
.6
) p
an
el
So
la
rsp
an
E
PS
F
R (0
.4
2/0
.6
) p
an
el
So
la
rsp
an
E
PS
F
R (0
.4
2/0
.6
) p
an
el
So
la
rsp
an
E
PS
F
R (0
.4
2/0
.6
) p
an
el
So
la
rsp
an
E
PS
F
R (0
.4
2/0
.6
) p
an
el
So
la
rsp
an
E
PS
F
R (0
.4
2/0
.6
) p
an
el
So
la
rsp
an
E
PS
F
R (0
.4
2/0
.6
) p
an
el
So
la
rsp
an
E
PS
F
R (0
.4
2/0
.6
) p
an
el
So
la
rsp
an
E
PS
F
R (0
.4
2/0
.6
) p
an
el
SOLARSPAN SHALL BE INSTALLED AS SCHEDULED
& IN ACCORDANCE WITH THE MANUFACTURERS
SPECIFICATION & AS NOTED ON THESE Dwgs
SOLARSPAN PANELS
B1-RING BEAM
NGL
SECTION
SCALE: 1:50
TYPICAL
GENERAL ARRANGEMENT
A
0.42 BMT CUSTOM ORB
SOFFIT CLADDING PAN
FIX AS PER DTC M/309/1
TO 75 x 50 x 2 RHS BATTENS
@ 1000 CRS MAX
TRUSS MEMEBER SCHEDULE
75 x 2 SHSTop Chord
75 x 2 SHSBottom Chord
75 x 2 SHSWeb Members
1
75 X 4 SHS STRUT
@
1
3
POINT
75 X 4 SHS STRUT
@
1
3
POINT
20°
CONTINUOUS 65 X 2.5 CA. FIX TO CEILING PANEL
w/ 14g-25-50 TEKS @ 300 CRS
STITCH WELD TO CA: HIT 30, MISS 300
A3
SIZE
SHEET
AMENDMENTNTG DRAWING No.
OF
SHEET No.NTG ASSET No.NTG PROJECT No.
CHECKED
DATE
CHECKED
DATE
DATE
NTG PROJECT MANAGER
DRAWN
DATE
DESIGNED
DATE
DATE
DESIGN PROJECT LEADER
Northern Territory
INIT.DATEDESCRIPTION
AMENDMENTS
No. DEPT/COMPANY.
Government
NORTHERN REGION (CYCLONIC) 2 BED
MASONRY DUPLEX (STANDARD DESIGN)
STRUCTURAL
SECTION A
S04 6 B18-7914 0
OC
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MC
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HOJ38520
MC
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PK
JUNE 2018
Note:
CONTINUOUS 65 X 2.5 CA
FIX TO CEILING PANEL w/
14g-25-50 TEKS @ 300 CRS
STITCH WELD TO B1:
(HIT 30, MISS 300)
5
0
5
0
100 x 4 SHS PLATE
10°
150 SQ x 10 CIP
N12 TAG x 200, COG 65
PLUG & FW TO CIP
(GRIND FLUSH)
HOT DIP GALVANISE
ASSEMBLY (500 gsm)
FALL VERANDAH
SUBGRADE 25mm
300 x 75 thk CONC MOWING
STRIP: 3-SL8TM CENTRALLY
PROVIDE TOOL JOINT @
2400 CRS MAX
(COMPACT SUBGRADE 95% MMDD)
GABLE CLADDING
PROVIDE 0.42 BMT VERTICAL CUSTOM ORB
GABLE CLADDING PAN FIX AS PER DTC M/309/1
TO HORIZ 40 TH BATTENS @ 900 CRS MAX AS
PER DTC M/630/1A
Note:
Provide raking batten to truss top chord
Note:
PROVIDE 150 LAYERS MAX OF SELECT FILL
COMPACTED TO 95% MMDD. CLASS 'M' SITE
CLASSIFICATION AS PER AS2870
±0.00 FFL
+2700 Top of Wall
+2100 Lintel
-320 NGL
== = = =
Truss bot chord nodes
=
=
=
T
r
u
s
s
t
o
p
c
h
o
r
d
n
o
d
e
s
A3
SIZE
SHEET
AMENDMENTNTG DRAWING No.
OF
SHEET No.NTG ASSET No.NTG PROJECT No.
CHECKED
DATE
CHECKED
DATE
DATE
NTG PROJECT MANAGER
DRAWN
DATE
DESIGNED
DATE
DATE
DESIGN PROJECT LEADER
Northern Territory
INIT.DATEDESCRIPTION
AMENDMENTS
No. DEPT/COMPANY.
Government
NORTHERN REGION (CYCLONIC) 2 BED
MASONRY DUPLEX (STANDARD DESIGN)
STRUCTURAL
DETAILS
S05 6 B18-7915 0
OC
JUNE 2018
MC
JUNE 2018
HOJ38520
MC
JUNE 2018
OC
JUNE 2018
DH
JUNE 2018
PK
JUNE 2018
Note:2-R6 galv. ties to masonry walljunctions at 400 crs(typ)
WALL CORNER
N16 TIE x 600 LEGS
WALL JUNCTION
150/200 SERIES MASONRY WALL
DETAIL
SCALE: 1:10
TYPICAL
B/B REINFORCEMENT LAPS
_
-
N16 TIE x 600 LEGS
Note:
Ligatures & s/b omitted for clarity
Lap footing reinf as shown
xx-xx
xx-xx
DETAIL
SCALE: 1:20
TYPICAL
FOOTING 'F4'
DETAIL
SCALE: 1:10
TYPICAL
FIX CEILING PANEL TO B/B
w/ M12 HILTI HIT 500 C/A
@ 300 CRS (100 EMBED)
Note:
Provide 50 SQ x 2
distribution washer
1
INT WALL CONN TO CEILING PANEL
2
NORTHERN TERRITORY OF AUSTRALIA BUILDING ACT
SECTION 40 – CERTIFICATE OF COMPLIANCE – STRUCTURAL DESIGN
Revised 31/7/14 No changes to the declaration are permitted Page 1 of 2
All sections must be completed – mark N/A to any question that does not apply
PROPERTY / PROJECT DETAILS
Owner (if known):
Lot/Portion Number: Address:
Location: Wurumiyanga Town / Hundred : Bathurst Island
Description of works : Proposed Duplex
DOCUMENTS ATTACHED
Drawing Nos: NTG Dwg No.’s B18-7911:B18-7916
Other:
DESIGN BASIS (please list relevant Standards used in the design) AS1170, AS4100, AS3600, AS3700, AS4600, AS AS2870, AS1554, AS1312, AS3850
Class of Building (BCA): 1a Type of Construction (BCA volume 1 §C1.1): (eg. Type A fire-resisting construction) n/a
Building Importance Level (BCA Table B1.2a): II Annual Probability of Exceedance for Wind (BCA Table 1.2b): 1 in 500
Region: C Regional ultimate wind speed VR(m/s): 69 Terrain Category: 2.0 Reference height (m): 4.3
Mz,cat : 0.91 Ms : 1.0 Mt : 1.0 Vdesθ Design Wind Speed at reference height (m/s): 63
Internal Pressure Coefficients (Cp,i): To AS 1170.2 Section 5.3 & Table 5.1
External Pressure Coefficients (Cp,e) Walls To AS 1170.2 Section 5.4 & Appendix C
Roof To AS 1170.2 Section 5.4 & Appendix C
Net Pressure Coefficients: (Cp,n) Roof / Walls To AS 1170.2 Appendix D
Imposed Loads, kPa Floor / Roof To AS 1170.1
Earthquake Design Category, EDC (Table 2.1 of AS 1170.4): n/a Annual Probability of Exceedance for Earthquake Actions (BCA Table 1.2b): 1 in n/a Importance Level (BCA): n/a Hazard Factor, Z (Section 3): n/a Class of Sub-Soil (Section 4): n/a
Safe Foundation Bearing Capacity, kPa: 100 Site classification (AS2870): S to be confirmed prior to construction
COMMENTS / EXCLUSIONS (Exclusions to this Certificate must be clearly identified).
The following items are excluded and shall be certified separately:
• Glazed Windows & Doors inc glazing, framing & fixing
Comments:
CERTIFICATION BY STRUCTURAL ENGINEER
Company Name if certification issued on behalf of a corporation
Company NT Registration Number
I certify that reasonable care has been taken to ensure that the structural engineering aspects of the works as described above have been designed in accordance with the requirements of the Building Code of Australia and the Northern Territory Building Regulations.
Name (see *below) Michael Cooper
Nominee/Individual NT Registration Number 21133ES
Signature
Date 18 June, 2018
* Name and registration number of nominee signing on behalf of the company or if no company, name of individual issuing certification.
Page 2 of 2
SCHEDULE OF STRUCTURAL INSPECTIONS REQUIRED
Inspection of construction is required at the stages indicated below.
[ X ] 1. Completion of site preparation/site filling/excavations for footings prior to placement of any reinforcement or
concrete.
[ ] 2. Completion of preparations for placing of concrete strip footings including placement of reinforcement.
[ X ] 3. Completion of preparations for placing concrete slabs including compaction of fill and sand blinding, placement
of formwork, reinforcement, starter bars and cast in items.
[ X ] 4. Completion of preparations for placing of concrete pier footings including reinforcement (if any).
[ X ] 5. Starter bars and cast in items after placing of concrete and prior to any covering up work.
[ X ] 6 Reinforcement to walls completed prior to core filling (inspection holes and cleanout cores to be completed).
[ X ] 7. Structural steelwork and cold formed steelwork completed and prior to any covering up work. Floor framing
system completed before floors are laid or underside is lined.
[ ] 8. Suspended concrete floor slabs with formwork, reinforcement and cast in items completed, prior to placing of
concrete.
[ X ] 9. Wall framing or blockwork wall core filling completed (with windows fixed in place) and roof framing with
connections completed and prior to sheeting or lining.
Note: [ ] Prior lodgement of truss manufacturer’s drawings, details and certification required.
[ X ] Prior lodgement of windows manufacturer’s drawings including fixings and certification required.
[ X ] 10. Structural wall linings completed and prior to any covering up work.
[ X ] 11. Final inspection upon completion of all structural work including fixings of external roof and wall claddings,
flashings, barges & vents.
[ X ] 12. Other Inspections as required by the building permit
Important Information:
1) The above inspections are required to be carried out by either the certifying engineer or the building certifier
who issued the Building Permit for the work. (If no inspections are indicated refer to the certifying engineer for
advice).
2) Where works are prescribed building works under the NT Building Act, the building certifier must be provided
with a copy of the inspection record and no further works must be carried out by the builder until the building
certifier issues a release to proceed with further works.
3) Additional non structural inspections may be required during the course of construction before the issue of an
Occupancy Permit (refer to building certifier for requirements).
4) Failure to obtain inspections may prevent the issue of an Occupancy Permit upon completion of the building
works.
A3
SIZE
SHEET
AMENDMENTNTG DRAWING No.
OF
SHEET No.NTG ASSET No.NTG PROJECT No.
CHECKED
DATE
CHECKED
DATE
DATE
NTG PROJECT MANAGER
DRAWN
DATE
DESIGNED
DATE
DATE
DESIGN PROJECT LEADER
Northern Territory
INIT.DATEDESCRIPTION
AMENDMENTS
No. DEPT/COMPANY.
Government
NORTHERN REGION (CYCLONIC) 2 BED
MASONRY DUPLEX (STANDARD DESIGN)
STRUCTURAL
CUPOLEX SPECIFICATION
S06 6 B18-7916 0
OC
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MC
JUNE 2018
HOJ38520
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JUNE 2018
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PK
JUNE 2018
CUPOLEX DETAILS
GROUND SURFACE 1:20 FALL
PROVIDE VISUAL SPACE
TO COMPLY WITH AS.3660-1
DOWN PIPE
OVER-LAP PIPES
150mm MIN AS SHOWN
ALLOW PIPE WORK TO MOVE VERTICALLY INDEPENDENT OF
FOOTINGS.
STORMWATER
DRAINAGE PIPE
TYPICAL STORM WATER
SCALE 1:20
Note:
JOINTS MUST BE SEALED TO PROTECT THEM AGAINST PLANT ROOT
CRIME AND DIRT INTRUSION BY WRAPPING WITH DENSO TAPE OVER
A 50mm LENGTH BEYOND THE JOINT ON EITHER SIDE. THE DENSO
TAPE MUST FIRST BE LAID OUT IN STRAIGHT LENGTHS AND
SPRINKLED WITH COPPER SULPHATE CRYSTALS PRIOR TO
WRAPPING.
TRENCH MESH
PIPE UNDER FOOTING ELEVATION
SCALE 1:20
250 min - 450 max
75
TYPICAL TRENCH DETAIL
SCALE 1:20
BA
CK
FIL
L
DE
PT
H
VA
RIE
S
20
0
min
NATURAL SURFACE
LIGHTLY COMPACTED CLAY
FINES TO FORM IMPERMEABLE LAYER
NOTE:
WHERE PIPE PASES UNDER THE FOOTING SYSTEM, THE TRENCH
SHALL BE BACKFILLED WITH COMPACTED CLAY OR CONCRETE TO
RESTRICT THE INGRESS OF WATER BENEATH THE FOOTING
SYSTEM.
15
0
APRROVED BEDDING SAND
SEE NOTE 2
15
0
min
25mm COMPRESSIVE COLLAR150150
TYPICAL PIPE PENETRATION DETAILS
SCALE 1:20
ACCEPTABLE PIPE PENETRATION ZONE
SCALE 1:20
ACCEPTABLE PIPE PENETRATION ZONE
CUPOLEX DOME
NOTES
1. CONSTRUCTION TO BE IN ACCORDANCE WITH AS/NZS 3500.2: 2003
SECTION 5, CLAUSE 5.6 AND AS 2870 2011, CLAUSES 5.5.3 (b), 5.5.4
(c) AND 6.6 (d).
2. PIPE BEDDING SHALL BE CLEAN SAND AGGREGATE SIZE TO BE
NO GREATER THAN 5mm.
3. BACKFILL TO BE SITE EXCAVATION MATERIAL APPROVED BY
SUPERINTENDENT AND HAVE AN AGGREGATE SIZE NO GREATER
THAN 50mm AND CONTAIN NO BUILDING RUBBISH.
4. BACKFILL TO BE COMPACTED TO 95% MMDD.
5. ALL TRENCHES OVER 1.5m TO BE SHORED OR BATTERED UNLESS
AUTHORISED BY THE SUPERINTENDENT.
6. SWIVEL JOINT TO BE INSTALLED IN ACCORDANCE WITH
MANUFACTURERS RECOMDATIONS. ENSURE JOINT IS SET AT
MID-LENGHT SO AS TO ALLOW FOR MAXIMUM MOVEMENT IN EITHER
DIRECTION.
7. THESE DETAILS ONLY APPLY TO CLASS "E" AND "H1 & H2" SITES
AS DEFINED BY AS 2870.
EXPANDABLE AND SWIVEL JOINT SPECIFICATIONS
SITE CLASSIFICATION
±15° ROTATION
MINIMUM EXPANSIONOF JOINTS SWIVEL JOINT
±15° ROTATION±15° ROTATION±15° ROTATION
CLASS H1CLASS H2CLASS ECLASS P
80mm100mm150mm80mm
REFER TO SPECIFICATIONS TABLE
SWIVEL JOINT SJ10015
OR EQUIVALENT
CLASS 'E' SITE ONLY
ADDITIONAL:
3-SL8TM FIXED
to bot of cage x 1500 long
SINGLE JUNCTION
Note
INTERNAL BEAM BTM TRENCH MESH NOT SHOWN FOR CLARITY
ADDITIONAL:
2-N12 L-BARS fix to top of fabric, 1500 each leg
SCALE 1:20
min
250 min - 450 max
75
15
0
min