f5 f5 -...
TRANSCRIPT
4m0
SCALE: 1:100
20
SCALE: 1:100
SLAB & FOOTING PLANPART PLAN
3651 4149
Footing Centerline
Note:
The ground adjacent to the building
must be graded to a uniform fall of
50mm for a 1m wide perimeter
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) 1 BED UNIT MASONRY
TRIPLEX DWELLING (STANDARD DESIGN)
STRUCTURAL
SLAB & FOOTING PLAN
S02 6 B18-7906 0
OC
JUNE 2018
MC
JUNE 2018
HOJ38520
MC
JUNE 2018
OC
JUNE 2018
DH
JUNE 2018
PK
JUNE 2018
LEGEND
260 CUPOLEX DOMES
200 CUPOLEX DOMES
CUPOLEX SHALL BE INSTALLED AS SCHEDULED
& IN ACCORDANCE WITH THE MANUFACTURERS
SPECIFICATION
fall
1:100
fa
ll
1:1
00
fa
ll
1:1
00
fall
1:100
fall
1:80
fall
1:80
fall
1:80
fall
1:80
f
a
l
l
1
:
1
0
0
200 200
200260
260 260
260
SITE PREPERATION
BENCH SLAB 50 BELOW NGL
PROVIDE 50 SAND BED COMPACTED
TO 95% MMDD PROVIDE 0.2 WPM
UNDERLAY ON SAND BED
FOOTING SCHEDULE
320 DEEP x 300 WIDE RAFT FOOTINGF2
F4
320 DEEP x 300 WIDE RAFT FOOTINGF1
N12 STARTER BARS AS SCHEDULED
260 DEEP x 230 WIDE RAFT FOOTING
F6 500 DEEP x 300 WIDE STRIP FOOTING: refer Detail 2
320 DEEP x 550 WIDE RAFT FOOTINGF3
Note:
Provide cage to all footings 3-N12 bot reinf &
2 N12 top reinf w/ N12 ligs @ 400 crs unless
noted otherwise
fa
ll
1:1
00
fa
ll
1:1
00
DANLEY 250mm KEY JOINT w/
SILCOSEAL BOND BREAKER
± 0.00
Note:
Core fill all cores
to Party Walls
F6
2
TYPICAL
SCALE: 1:100
A
± 0.00
± 0.00
± 0.00
Note:
60 thk Slab w/ SL82
mesh on cupolex domes
+260
3-N12 RE-ENTRANT
BARS x 800 LONG
TIE TO MESH
(100 GAUGE)
300 x 75 thk CONC MOWING
STRIP: 3-SL8TM CENTRALLY
PROVIDE TOOL JOINT @
CORNERS & 2400 CRS
(COMPACT SUBGRADE 95% MMDD)
fa
ll
1:1
00
fa
ll
1:1
00
fa
ll
1:1
00
fa
ll
1:1
00
fall
1:80
fall
1:80
fall
1:80
fall
1:80
f
a
l
l
1
:
1
0
0
fall
1:80
fall
1:80
fall
1:80
fall
1:80
f
a
l
l
1
:
1
0
0
+320
+260
F1
F4F4
F2 F2
F2 F2
F3 F3
200 200
F5 F5
F5 F5
F2F2
F5 260 DEEP x 240 WIDE RAFT FOOTING
N12 x 600 'L' BAR @ CORNERS
& JUNCTIONS TIE TO U/S OF CAGE
+260
+320
+260
+320
+260+260
F5F5
F5F5
Note:
60 thk Verandah slab w/ SL82
mesh on cupolex domes
Note:
60 thk Verandah slab w/ SL82
mesh on cupolex domes
38
00
38
00
Fo
otin
g C
en
te
rlin
e
CUPOLEX
B
F6
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
60 REBATE
Note:
60 thk Bath Slab w/ SL82
mesh on 200 cupolex domes
60 REBATE
60 step
60 step
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
ROOF FRAMING SCHEDULE
ROOF TRUSS AS SCHEDULED: REFER SECTION ART
125 x 75 x 4 RHS RING BEAMB1
CAST IN PLATE: REFER DETAIL BELOW
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)
75 x 4 SHS COLUMNC1
SOLARSPAN SHALL BE INSTALLED AS SCHEDULED
& IN ACCORDANCE WITH THE MANUFACTURERS
SPECIFICATION & AS NOTED ON THESE Dwgs
INT WALL CONN TO CEILING PANEL
MC30-06-2018ISSUE FOR STRUCTURAL APPROVAL0 NTCE
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) 1 BED UNIT MASONRY
TRIPLEX DWELLING (STANDARD DESIGN)
STRUCTURAL
ROOF FRAMING & REFLECTED CEILING PLAN
S03 6 B18-7907 0
OC
JUNE 2018
MC
JUNE 2018
HOJ38520
MC
JUNE 2018
OC
JUNE 2018
DH
JUNE 2018
PK
JUNE 2018
MC30-06-2018ISSUE FOR STRUCTURAL APPROVAL0 NTCE
LEGEND
4m0
SCALE: 1:100
20
SCALE: 1:100
A
ROOF FRAMING PLANSCALE 1:100
PART PLAN
RT RTRT
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
Reflected Ceiling Plan
Note:
Fix truss top & bot
chord to Party Wall
w/ M12 c/a to reinf
core @ ea crossing:
Hilti Hit RE 500 c/a
(110 embed)
= =
B1-RING BEAM
B1-RING BEAM
C1 C1
RT RTRT
C1
B1-RING BEAM
B1-RING BEAM
= =
Note:
Mitre ring beam 'B1' 45°
@ corners & fully weld
R1
R1
R1
Truss CenterlineTruss Centerline
R1 REFER TO SECTION B: PAGE S05
TYPICAL
C1
C2
C2C2
C2
C2 C2
75 x 50 x 4 RHS MULLION: REFER TO Archit. DwgsC2
SOLARSPAN PANELS
100 x 50 x 2 RHS PURLINS
@ 900 CRS MAX
33
95
33
95
Ga
ble
A
wn
in
g
50
05
00
B
100 x 50 x 2 RHS PURLINS
@ 750 CRS MAX
NGL
SECTION
SCALE: 1:50
TYPICAL
GENERAL ARRANGEMENT
A
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
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
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 20mm
300 x 75 thk CONC MOWING
STRIP: 3-SL8TM CENTRALLY
PROVIDE TOOL JOINT @
2400 CRS MAX
(COMPACT SUBGRADE 95% MMDD)
MC30-06-2018ISSUE FOR STRUCTURAL APPROVAL0 NTCE
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) 1 BED UNIT MASONRY
TRIPLEX DWELLING (STANDARD DESIGN)
STRUCTURAL
SECTION A
S04 6 B18-7908 0
OC
JUNE 2018
MC
JUNE 2018
HOJ38520
MC
JUNE 2018
OC
JUNE 2018
DH
JUNE 2018
PK
JUNE 2018
FALL VERANDAH
SUBGRADE 15mm
fall 50mm for 1mfall 50mm for 1m
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)
0.42 BMT CUSTOM ORB
SOFFIT CLADDING PAN
FIX AS PER DTC M/309/1
TO 75 x 50 x 2 RHS BATTENS
@ 750 CRS MAX
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)
5
0
5
0
20°
PROVIDE K/O BLOCK
UNDER SILL. EXTEND
200 PAST OPENING
=
=
=
=
= = = =
Truss bot chord nodes
T
r
u
s
s
t
o
p
c
h
o
r
d
n
o
d
e
s
±0.00 FFL
+2700 Top of Wall
+2100 Lintel
-320 NGL
-260 VFL
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
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) 1 BED UNIT MASONRY
TRIPLEX DWELLING (STANDARD DESIGN)
STRUCTURAL
SECTION B & DETAILS
S05 6 B18-7909 0
OC
JUNE 2018
MC
JUNE 2018
HOJ38520
MC
JUNE 2018
OC
JUNE 2018
DH
JUNE 2018
PK
JUNE 2018
MC30-06-2018ISSUE FOR STRUCTURAL APPROVAL0 NTCE
SECTION
SCALE: 1:50
TYPICAL
GABLE AWNING
B
NGL
fall 50mm for 1m
6
1
°
Note:
PAINT EXPOSED STEELWORK
w/ 'AMERLOK' 400 or APPROVED
EQUIVALENT
80 edge dist
DETAIL
SCALE: 1:20
TYPICAL
FOOTING 'F6'
_
-
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
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) 1 BED UNIT MASONRY
TRIPLEX DWELLING (STANDARD DESIGN)
STRUCTURAL
CUPOLEX SPECIFICATION
S06 6 B18-7910 0
OC
JUNE 2018
MC
JUNE 2018
HOJ38520
MC
JUNE 2018
OC
JUNE 2018
DH
JUNE 2018
PK
JUNE 2018
MC30-06-2018ISSUE FOR STRUCTURAL APPROVAL0 NTCE
min
250 min - 450 max
75
15
0
min
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 Triplex
DOCUMENTS ATTACHED
Drawing Nos: NTG Dwg No.’s B18-7905:B18-7910
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): M 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: These Dwgs are to be read in conjunction with NTG Std Masonry Triplex (Cyclonic) Dwg’s Where conflicts exist these Dwg’s shall take precedence
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 30 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.
[ X ] 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.