smart eda - mackay council€¦ · · 2014-09-27smart eda id: 1388982420470 , your reference id:...
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Smart eDA (http://www.smarteda.qld.gov.au) Page of 1 1 January 21, 2014, 03:56 PM
Initiator: RPS Australia East Pty Ltd Recipient: Mackay Regional Council
Information response provided21/01/2014 3:44:18 PM
Smart eDA
Smart eDA ID: , Your Reference ID: 1388982420470 DA-2014-1
History detail
Description Monique Fenn (Mackay) provided an information response.
Response N/A
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140121 MRC IRR Final (Upload) Information Response: View
OFFICE USE ONLYAMENDMENTS TO SCHEDULE
REV.STAGED
PLANDATE DESCRIPTION OF CHANGE TO SCHEDULE
16.09.13 G WD'S WORKING DRAWINGS
21.01.14 H WD'S WORKING DRAWINGS
DWG NO:
SCALE:
DATE:
JOB NO:
ISSUE:
JOB ADDRESS:
CHECKED:DRAWN:CLIENT:
S.P:
PARISH:
COUNTY:
LAND AREA:
PROPERTY DETAILS
USE FIGURED DIMENSIONS AT ALLTIMES. REFER ANY ENQUIRES TOBUILDING CONTRACTOR. ALLDIMENSIONS TO BE VERIFIED ON SITEPRIOR TO CONSTRUCTION. ALL WORKTO COMPLY WITH LOCAL AUTHORITYREGULATIONS AND BCA.
STAGED PLAN:DESIGN:
CLIENTS SIGNATURE:___________________________________CLIENTS SIGNATURE:________________________________________
1 : 100
SUZANNE KIPPEN
LOT 2 32 FIELD STREETWEST MACKAY QLD
00021.01.14
13 00015
HMN BJC
WD'S
402
228216PROPOSEDRESIDENCE
Cover Sheet
DRAWING LIST
000 Cover Sheet
001 3D Perspectives
100 Site Plan
200 Ground Floor
300 Elevations
301 Elevations
302 Sections
400 Slab Plan
500 Bracing Plan
600 Electrical Plan
601 Drainage Plan
700 Tie Down Details
701 Details
702 Details
All material shall be new UNO. Reused items to be checked for soundness etc. prior to use.
- AS PER ENGINEERS DETAILS
b. Walls to have a continuous cavity kept clear of mortar droppings.
a. Brickwork to conform to AS 3700 1998 Masonry in buildings
c. Ceramic tiles or other approved impervious material to walls above showers to 1800mm min above floor.
c. Brick foundation walls under timber floors to have vents at 7500 sq mm per metre length of externalwall. (Approx. 1 brick sized vent every 2 metres.)
a. Floor surfaces to bath & laundry shall be impervious, with junctions between wall and floor flashed to preventmoisture penetration into walls.
Dimensions take preference to scale and are to structure not finish.
Work shall comply with the Building Code of Australia, Building Act Qld, and all relevant current AustralianStandards. Any outdated Standards listed in these notes are to be taken to refer to the current edition.
Check and verify dimensions and confirm any existing dimensions marked.
All dimensions in millimetres.
d. Ground surface to be sloped 1:20 (min) away from building for 900mm (min) and to a pointwhere ponding will not occur near the building.
b. Footings shall be placed as per builders spec or engineers details.
c. Footings to found in non-expansive natural material having a minimum allowable bearing capacity of 100kPa.
e. Dish drains and ag-pipes to be provided as indicated to facilitate drainage of water awayfrom building into drainage system.
It is at the Builders discretion to position bulkheads or service panels underfloor framing to accommodate plumbing services
a. Site to be excavated and or filled to levels shown.
6. UNO = Unless Noted Otherwise.
OMP = Outer Most Point. DPC = Damp Proof Course.
a. All sizes of timber members deduced from AS 1684
c. Sizes of timber members may vary upon ordering requirements but must remain within the guidelinesof the said reference material.
b. All remaining sizes of items deduced from Australian Domestic Construction Manual orrelevant manufacturers specification.
Manufacturers specification means a current approved specification for use under the conditionsapplicable.
STEELWORK
BRICKWORK
REINFORCED CONCRETE
AS APPLICABLE - REFER DWG FOR MATERIALS USED.
WET AREA SURFACES
FRAMING TIMBER
BLOCKWORK
MATERIALS AND CONSTRUCTION
GENERAL NOTES:
SITE WORKS
DESIGN LOADS
c.Any variation at construction stage to comply with Council policy.
b. Position of retaining walls may vary and must be verified by builder prior to commencement.a. All retaining walls are to comply with Council policy on retaining walls and embankments on residential building sites.
RETAINING WALLS
- AS PER ENGINEERS DETAILS
- AS PER ENGINEERS DETAILS
- AS PER AS 1684. 1999 National timber framing code
4.3.
2.1.
5.
7.
d. Provide wall ties at 600mm spacings both vertical and horizontal andwithin 300mm of articulation joints. Brick ties to be stainless steel.
STAIR REQUIREMENTS
Min. tread 240mm, Min.riser 115mm, Max. riser 190mm. Space between open treads Max. 125mm. Treads to be a nonslip surface. Balustrades : min. 1000mm above landings with max. opening of 125mm and in accordanced with BCA3.9.2. For stainless steel ballustrade, refer to table 3.9.2.1 (Wire balustrade construction - required wire tension andmaximum permissible deflection) of the BCA
b. All wet areas to comply with BCA 3.8.1.2 and AS 3740. Splashbacks shall be imperviousfor 150mm above sinks, troughs and hand basins within 75mm of the wall.
TILED DECKS:
Tiled decks over livable areas are to be, in the following order over the floor joists : 19mm compressedFC sheet, with one layer of parchem emerproof 750 with a second layer of sand seed with a DFT of1300 micron, installed to manuf. specifications, and floor tiles over, all corners to have 20mm masticsealant under parchem emerproof 720
SAFTEY GLAZING TO BE USED IN THE FOLLOWING CASES:
a. All rooms - within 500mm vertical of the floorb. Bathrooms within 1500mm vertical of the floorsc. Fully glazed doorsd. Shower screense. Within 300mm of a door and <1200mm above floor levelf. window sizes are nominal only, actual sizes will vary with manufacturer, flashing all round
These plans are to be read in conjuction with any structural and civil engineering computions and drawings
All buildings shall be protected against termite attack in accordance with AS 3660.1 and a durable notice shallbe left in the meter box indicating type of barrier and required periodical inspections
All works shall comply with but not limited to the building code of australia and theaustralian standards listed below.
AS 1288 - 1994 GLASS IN BUILDINGS SELECTION AND INSTALLATION
AS 1562 - 1992 DESIGN AND INSTALLATION OF SHEET ROOF AND WALL CLADDING
AS 1684 - 1999 NATIONAL TIMBER FRAMING CODEAS 2049 - 1992 ROOF TILES
AS 2050 - 1995 INSTALLATION OF ROOF TILES
AS 2870 - 1996 RESIDENTIAL SLAB AND FOOTINGS - CONSTRUCTION
AS /NZS 2904 - 1995 DAMP-PROOF COURSES AND FLASHINGS
AS 3600 - 1994 CONCRETE STRUCTURES
AS 3660 - 2004 BARRIERS FOR SUBTERRANEAN TERMITES
AS 3700 - 1998 MASONRY IN BUILDINGSAS 3786 - 1993 WATERPROOFING OF WET AREAS IN RESIDENTIAL BUILDINGS
AS 4055 - 1992 WIND LOADING FOR HOUSESAS 4100 - 1996 STEEL STUCTURES
Smoke detectors to be hard wired with emergency back-up and comply with AS3786
Wind speed as nominated on bracing plan or soil test
Provide lift-off hinges to WC or open out door or min. 1200mm clearance from door to pan.
All construction materials supplied must take into account proximity to coastal or industrial environments, in accordance with manuf. specifications
These plans are protected by copy right and are the property of the author.
RAIN WATER STORAGE TANKS IN ACCORDANCE WITH QUEENSLAND DEVELOPMENTCODE - PART 4.2 & 4.3
Mandatory rainwater tank 3000L per duplex unit, 5000L per single detached dwelling, for WC's, washingmachine cold water taps and external taps. Location TBC on site to provide the lesser of 100m2 or half-roof catchment area, with 15 litre first flush diversion as per builder. Auto switching device or trickle top-up system required attached to town water, with backflow prevention device. All tanks to be min. 450mmfrom side and rear boundary. Tanks over 2.4m high to be 1.5m from side and rear boundary. Relaxationrequired for tanks within 6.0m front boundary setback. Overflow to be connected to legal point ofdischarge
POOL FENCING
All pool fencing shall be a min. 1200mm high and inaccordance with AS 1926.1
DWG NO:
SCALE:
DATE:
JOB NO:
ISSUE:
JOB ADDRESS:
CHECKED:DRAWN:CLIENT:
S.P:
PARISH:
COUNTY:
LAND AREA:
PROPERTY DETAILS
USE FIGURED DIMENSIONS AT ALLTIMES. REFER ANY ENQUIRES TOBUILDING CONTRACTOR. ALLDIMENSIONS TO BE VERIFIED ON SITEPRIOR TO CONSTRUCTION. ALL WORKTO COMPLY WITH LOCAL AUTHORITYREGULATIONS AND BCA.
STAGED PLAN:DESIGN:
CLIENTS SIGNATURE:___________________________________CLIENTS SIGNATURE:________________________________________
SUZANNE KIPPEN
LOT 2 32 FIELD STREETWEST MACKAY QLD
00121.01.14
13 00015
HMN BJC
WD'S
402
228216PROPOSEDRESIDENCE
3D Perspectives
HWS
TA
P
TA
P
20000
1500 OMP 17050 1450 OMP
1500 WALL 9900 2800 3900 1900 WALL
20117
4950 O
MP
12500
2667 O
MP
3117 W
ALL
11600
5400 W
ALL
4210 O
MP
13240
2667 O
MP
20117
3117 W
ALL
1300
1600
7490
6610 W
ALL
1500 OMP 6850 3100 7100 1450 OMP
1500 WALL 6400 10090 2010 WALL
PROPOSED DRIVEWAY
FIELD STREET
PROPOSED RESIDENCE
METERBOX
DP
DP DP
DP
DP
DP
DP
DWG NO:
SCALE:
DATE:
JOB NO:
ISSUE:
JOB ADDRESS:
CHECKED:DRAWN:CLIENT:
S.P:
PARISH:
COUNTY:
LAND AREA:
PROPERTY DETAILS
USE FIGURED DIMENSIONS AT ALLTIMES. REFER ANY ENQUIRES TOBUILDING CONTRACTOR. ALLDIMENSIONS TO BE VERIFIED ON SITEPRIOR TO CONSTRUCTION. ALL WORKTO COMPLY WITH LOCAL AUTHORITYREGULATIONS AND BCA.
STAGED PLAN:DESIGN:
CLIENTS SIGNATURE:___________________________________CLIENTS SIGNATURE:________________________________________
1 : 100
SUZANNE KIPPEN
LOT 2 32 FIELD STREETWEST MACKAY QLD
10021.01.14
13 00015
HMN BJC
WD'S
402
228216PROPOSEDRESIDENCE
Site Plan 1 : 100
SITE PLAN1
NOTE: STORMWATER DRAINAGE CALCULATED FOR BUILDING ROOF AREAS AND ORPAVED AREAS SHOWN ON THIS PROPOSED DEVELOPMENT ONLY, AND MAY NOT BEADEQUATE FOR ANY SUBSEQUENT ROOF OR PAVED AREAS.MIN 100x75 DOWNPIPES ( EACH TO DRAIN MAX 40.00m SQU ROOF AREA) DISCHARINGINTO 100mm S/W DRAINAGE PIPEWORK (EACH RUN CARRYING MAX CAPACITY OF 8litres/sec) MIN GRADE TO RUBBLE PITS ON SITE TO BE 1%. ALL STORMWATER & DRAINAGETO BE IN COMPLIANCE WITH BCA PARTS 3.1.2 & 3.5.2 AS WELL AS ASNZS3500
NOTE : FINAL POSITIONS OF DOWNPIPES,METERBOX, TAPS, AC ODU, WATERTANK, GASBOTTLES AND HOT WATER SYSTEM, MAYDIFFER TO PLAN DUE TO SITE CONDITIONS.
Areas
Name Area
GARAGE 38.95 m²
LIVING 125.48 m²
TERRACE 15.08 m²
VERANDAH 24.80 m²
Grand total 204.31 m²
SITE COVER = 204.31m²SITE AREA = 402m²SITE COVERAGE = 50.82%
HWS
560 MH
TA
P
TA
P
fw
fw
fw
820
2148 Panel
GARAGE
BED 2
BATH
BED 3
VERANDAH
DINING
LIVING
TERRACE
820
820
720
LOH
720
CS
D72
0 C
SD
2115
SG
D
SW1218 SW1218DHW1806
1800
SW1818
SW
1818
DH
W18
06
DHW1806
2124SGD
KIT
CH
EN
ENTRY
MASTER BED
EN'S
WIR
WC
LAUNDRY
820
770
720
1500
STUDY
820
SW1218
2124SGD
620
BRM
LIN
EN
1200PIVOT
16600
9900 2600 200 3300 600
200 3000 70530
70 2220 70530
70 2940 200 6700
70 950 70 2400 70 2940 70 2730 200 3900
200 2180 70 750 70 950 70 1800 70530
70 2940 70 6630 200
200 3000 70 6430 70 700 1430 800
16490
200 6200 10090 0
200 6000 200650
140 2420 140760
140 5700 140
70 1530 90 3210 70 5230 90
1190
1210
1090
6400
1600
900
200
200
650
12790
560 1
40
1700
90
7200
200
2900
400
900
200
8800
90
2400
200
3830
70
1000
70
3830
90
400
200
6000
70
1800
70
3260
200
70
530
70
1200
70
70
3020
70
2040
200
70
950
70
980
70
3060
200
70
1200
70
1790
200
70
2000
70
3060
200
DH
W18
06
RE
FP
TRY
MB
SD
SD
DESK
900x1530
900V
AN
1200
VA
N
1200
x140
0
140x140HWD POST
600x200BLOCK PIER
400x200BLOCK PIER
DP
DPDP
DP
DP DP
DP
400x200BLOCK PIER
1302
2302
140x140HWD POST
140x140HWD POST
140x140HWD POST
12000
790
1 : 100
FLOOR - GROUND1
DWG NO:
SCALE:
DATE:
JOB NO:
ISSUE:
JOB ADDRESS:
CHECKED:DRAWN:CLIENT:
S.P:
PARISH:
COUNTY:
LAND AREA:
PROPERTY DETAILS
USE FIGURED DIMENSIONS AT ALLTIMES. REFER ANY ENQUIRES TOBUILDING CONTRACTOR. ALLDIMENSIONS TO BE VERIFIED ON SITEPRIOR TO CONSTRUCTION. ALL WORKTO COMPLY WITH LOCAL AUTHORITYREGULATIONS AND BCA.
STAGED PLAN:DESIGN:
CLIENTS SIGNATURE:___________________________________CLIENTS SIGNATURE:________________________________________
1 : 100
SUZANNE KIPPEN
LOT 2 32 FIELD STREETWEST MACKAY QLD
20021.01.14
13 00015
HMN BJC
WD'S
402
228216PROPOSEDRESIDENCE
Ground Floor
Areas
Name Area
GARAGE 38.95 m²
LIVING 125.48 m²
TERRACE 15.08 m²
VERANDAH 24.80 m²
Grand total 204.31 m²
NOTES :- FINAL POSITIONS OF DOWNPIPES, METERBOX, TAPS, AC ODU,WATERTANK, GAS BOTTLES AND HOT WATER SYSTEM, MAY DIFFER TOPLAN DUE TO SITE CONDITIONS.- LIFT OFF HINGES TO WC DOOR- SARKING TO EXTERNAL WALLS- R2.5 INSULATION TO CEILINGS- ALL SHOWER ROSES TO BE AAA RATED- WATER PRESSURE LIMITED TO 500 KPA AT THE METER- ROOMS WITH NO NATURAL VENTILATION TO HAVE MECHANICALVENTILATION INSTALLED- PROVIDE WATER AND POWER PROVISION TO DISHWASHER SPACE- WINDOW, SGD & INTERNAL DOOR SIZES ARE NOMINAL ONLY & TO BECONFIRMED WITH MANUFACTURER
LEGEND
B.BAR
HOT WATER SYSTEM
IONISATION SMOKE ALARM
EXT. 12mm HOSE COCK
BREAKFAST BAR
FLOOR WASTE
BRM
UBO
DP
WO
L'DRY
W.I.R.
PWD
EN'S
SHS
WALL OVEN TOWER
UNDER BENCH OVEN
BROOM CUPBOARD
SQUARE HOLLOW SECTION
DOWN PIPE
LAUNDRY
ENSUITE
POWDER ROOM
WALK IN ROBE
WH
FW
TAP
LB LOAD BEARING
CJ CONSTRUCTION JOINT
AHD AUSTRALIAN HEIGHT DATUM
OHC OVER HEAD CUPBOARD
DW DISHWASHER
AS AUSTRALIAN STANDARDS
SD
ARTICULATION JOINTS TOENGINEERS DETAIL
RLGround Floor
0.000
SFLGF Ceiling
2.500
450
560 POST
450
2115
SG
D
400x200BLOCK PIER
Cs
CfgCmr
140x140HWD POST
Cmr
Cs
Cfg
CE
ILIN
G
2500
JO
INE
RY
2100
25º PITCH
150 1290
150 950
RLGround Floor
0.000
SFLGF Ceiling
2.500
CE
ILIN
G
2500
400
JO
INE
RY
2100
400x200BLOCK PIER
140x140HWD POST
DH
W18
06
SW
1818
1200
PIV
OT
2124
SG
D
2148 Panel
560
560 POST560 POST
450
Cs
Wb Wb
CsCfg
Cmr
Cfg
Wb
25º PITCH
Wb
TIMBER FRAMED PERGOLA
140x140HWD POST
140x140HWD POST
WALL FINISHESCmr Concrete Masonry - Render FinishWb Scyon Linea Cladding
ROOF FINISHESCs Colorbond Steel RoofingCfg Colorbond Fascia & Gutter
Finishes Schedule
DWG NO:
SCALE:
DATE:
JOB NO:
ISSUE:
JOB ADDRESS:
CHECKED:DRAWN:CLIENT:
S.P:
PARISH:
COUNTY:
LAND AREA:
PROPERTY DETAILS
USE FIGURED DIMENSIONS AT ALLTIMES. REFER ANY ENQUIRES TOBUILDING CONTRACTOR. ALLDIMENSIONS TO BE VERIFIED ON SITEPRIOR TO CONSTRUCTION. ALL WORKTO COMPLY WITH LOCAL AUTHORITYREGULATIONS AND BCA.
STAGED PLAN:DESIGN:
CLIENTS SIGNATURE:___________________________________CLIENTS SIGNATURE:________________________________________
As indicated
SUZANNE KIPPEN
LOT 2 32 FIELD STREETWEST MACKAY QLD
30021.01.14
13 00015
HMN BJC
WD'S
402
228216PROPOSEDRESIDENCE
Elevations
1 : 100
ELEVATION 22
1 : 100
ELEVATION 11
RLGround Floor
0.000
SFLGF Ceiling
2.500
1290 150
560 POST
450
CE
ILIN
G
2500
2500
DH
W18
06
DH
W18
06
SW
1818
Cs
Cmr
Cfg
25º PITCH
600x200BLOCK PIER
Cs
Cfg
CmrWbCmr
400x200BLOCK PIER
140x140HWD POST
RLGround Floor
0.000
SFLGF Ceiling
2.500
Cs
Cfg
Cmr
CsCfg
25º PITCH
CmrCmr Cmr
2124
SG
D
SW
1218
SW
1218
DH
W18
06
600x200BLOCK PIER
400x200BLOCK PIER
CE
ILIN
G
2500
JO
INE
RY
2100
400
SW
1218
450
WALL FINISHESCmr Concrete Masonry - Render FinishWb Scyon Linea Cladding
ROOF FINISHESCs Colorbond Steel RoofingCfg Colorbond Fascia & Gutter
Finishes Schedule
DWG NO:
SCALE:
DATE:
JOB NO:
ISSUE:
JOB ADDRESS:
CHECKED:DRAWN:CLIENT:
S.P:
PARISH:
COUNTY:
LAND AREA:
PROPERTY DETAILS
USE FIGURED DIMENSIONS AT ALLTIMES. REFER ANY ENQUIRES TOBUILDING CONTRACTOR. ALLDIMENSIONS TO BE VERIFIED ON SITEPRIOR TO CONSTRUCTION. ALL WORKTO COMPLY WITH LOCAL AUTHORITYREGULATIONS AND BCA.
STAGED PLAN:DESIGN:
CLIENTS SIGNATURE:___________________________________CLIENTS SIGNATURE:________________________________________
As indicated
SUZANNE KIPPEN
LOT 2 32 FIELD STREETWEST MACKAY QLD
30121.01.14
13 00015
HMN BJC
WD'S
402
228216PROPOSEDRESIDENCE
Elevations
1 : 100
ELEVATION 42
1 : 100
ELEVATION 31
RLGround Floor
0.000
SFLGF Ceiling
2.500
REINFORCED SLAB ANDFOOTING TO ENGINEERSDETAILS
25º PITCH TIMBER TRUSSESTO MANUFACTURERSSPECIFICATIONS
L'DRY
2500
450
950 450
150
100
GARAGEBED 2
RLGround Floor
0.000
SFLGF Ceiling
2.500
2500
400
2100
150
730 560
450
REINFORCED SLAB ANDFOOTING TO ENGINEERSDETAILS
25º PITCH TIMBER TRUSSESTO MANUFACTURERSSPECIFICATIONS
DINING
100
100
LIVINGTERRACE VERANDAH
DWG NO:
SCALE:
DATE:
JOB NO:
ISSUE:
JOB ADDRESS:
CHECKED:DRAWN:CLIENT:
S.P:
PARISH:
COUNTY:
LAND AREA:
PROPERTY DETAILS
USE FIGURED DIMENSIONS AT ALLTIMES. REFER ANY ENQUIRES TOBUILDING CONTRACTOR. ALLDIMENSIONS TO BE VERIFIED ON SITEPRIOR TO CONSTRUCTION. ALL WORKTO COMPLY WITH LOCAL AUTHORITYREGULATIONS AND BCA.
STAGED PLAN:DESIGN:
CLIENTS SIGNATURE:___________________________________CLIENTS SIGNATURE:________________________________________
1 : 100
SUZANNE KIPPEN
LOT 2 32 FIELD STREETWEST MACKAY QLD
30221.01.14
13 00015
HMN BJC
WD'S
402
228216PROPOSEDRESIDENCE
Sections
NOTES:- SELECTED ROOF FIXED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS- ROOF BATTENS FIXED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS- ROOF TRUSSES TO MANUFACTURERS SPECIFICATION- BRACING OF TRUSSES TO BE IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS- ALL TIMBER SIZES TO CONFORM WITH BCA STANDARDS- SLAB & FOOTINGS TO ENGINEERS DETAIL- FLOORING MEMBERS TO ENGINEERS DETAIL
1 : 100
SECTION 11
1 : 100
SECTION 22
NOTES :- EXTERNAL PATIO & PORCH SLABS TO HAVE A 1:100 FALL AWAYFROM HOUSE- SLAB & FOOTINGS TO ENGINEERS DETAIL- TERMITE TREATMENT TO BE INSTALLED AS PERMANUFACTURERS SPEC. & IN ACCORDANCE WITH AS 3660.1- ALL DIMENSIONS TO BE CHECKED AGAINST FLOOR PLANDIMENSIONS- ALL DIMESIONS, LEVELS, HEIGHTS TO BE CONFIRMED ON SITE
16600
50DN TOWET AREAS
50DN TOWET AREAS
FFL = PAD + 400
FFL = PAD + 300
FFL = PAD + 300
FFL = PAD + 300
LIN
E O
F B
LOC
KW
OR
K
100DN
SLAB ON GROUND
LINE OF BLOCKWORK
SLAB ON GROUND
SLAB ON GROUND
SLAB ON GROUNDLINE OF BLOCKWORK
LIN
E O
F B
LOC
KW
OR
K
600x200 BLOCK PIERFOOTING TO ENGRSDETAILS
400x200 BLOCK PIERFOOTING TO ENGRSDETAILS
140X140 HWD POSTFOOTING TO ENGRS DETAILS
400x200 BLOCKPIER FOOTING TOENGRS DETAILS
100D
N
100D
N
13440
650
200
200
900
1600
6400
1090
1210
1190
3550
7490
1700
140
560
1300
9090
2400
9900 2600 200 3300 600
9900 6700
4100
12700 3900
16600
16600
200 6200 10090 110
6400650
140 2420 140760
140 5700 140
6400 10090
70 1530 8800
5290 1400 6010
1300
1820
900
2060
1200
13440
650
11600
400
790
560 1
404
90
6200
5400
1210
10390
LINE OF BLOCKWORK
90
140X140 HWD POSTFOOTING TO ENGRS DETAILS
140X140 HWD POSTFOOTING TO ENGRS DETAILS
6200 10400
DWG NO:
SCALE:
DATE:
JOB NO:
ISSUE:
JOB ADDRESS:
CHECKED:DRAWN:CLIENT:
S.P:
PARISH:
COUNTY:
LAND AREA:
PROPERTY DETAILS
USE FIGURED DIMENSIONS AT ALLTIMES. REFER ANY ENQUIRES TOBUILDING CONTRACTOR. ALLDIMENSIONS TO BE VERIFIED ON SITEPRIOR TO CONSTRUCTION. ALL WORKTO COMPLY WITH LOCAL AUTHORITYREGULATIONS AND BCA.
STAGED PLAN:DESIGN:
CLIENTS SIGNATURE:___________________________________CLIENTS SIGNATURE:________________________________________
1 : 100
SUZANNE KIPPEN
LOT 2 32 FIELD STREETWEST MACKAY QLD
40021.01.14
13 00015
HMN BJC
WD'S
402
228216PROPOSEDRESIDENCE
Slab Plan 1 : 100
SLAB PLAN1
3700
1500
6400
400
800 1800 1900 600 2200 1800 800 2600 200 3300 600
400 1800 600 600 2400 900
200
2700
800
1800
1100
600
2100
200 6200 10090
GARAGE BLOW - IN WALL-2/70x35 MGP12 TOP PLATE-70x35 MGP12 STUDS @ 450-70x35 MGP12 BOT PLATE-NOGGING @ 1350 CTRS-CONNECT TOP PLATE TO CEILINGDIAPHRAGM FOR LATERAL SUPPORT
L3
L3
L3
L3L1L1L1
L1
L1
400
900
1600
L3
L1
L1
EXTEND LINTEL REINFORCEMENT600mm PAST EACH FACE OF
GARAGE OPENING
600x200BLOCK PIER
400x200BLOCK PIER
400x200BLOCK PIER
L1
2/N16 2/N16
Blo
ck 1
200
Block 600
Blo
ck 8
00B
lock
120
0
Block 800
Block 400
Block 800 Block 1800
Blo
ck 1
200
Blo
ck 1
000
Ply 900 B
Block 1000Block 1200 Block 800
Blo
ck 4
00
Block 600
Blo
ck 8
00
Ply 600 A
Blo
ck 1
200
Block 1000Block 600
Blo
ck 3
000
Blo
ck 6
00B
lock
300
0B
lock
300
0B
lock
400
140x140HWD POST
140x140HWD POST
140x140HWD POST
140x140HWD POST
600 4800 1000
60 T
O
BTM
OF
BA
R
260
TO
BTM
OF
BA
R
60 T
O
BTM
OF
BA
R
260
TO
BTM
OF
BA
R
60 T
O
BTM
OF
BA
R
315
TO
BTM
OF
BA
R
200 200 200
LINTEL L1 LINTEL L2 LINTEL L3OPENINGS UP TO 18001:20
OPENINGS OVER 1800 UP TO 24001:20
OPENINGS OVER 2400 UP TO 36001:20
1/N16 TOP
& BOTTOM
1/N16 TOP
& BOTTOM
2/N16 TOP
& BOTTOM
L8-200 LIGATURE L8-200 LIGATURE
20.20
20.12
20.20 20.20
TYPICAL BOND BEAM
1:20
1/N16 TOP& BOTTOM OF2 COURSES
20.12 20.12
DWG NO:
SCALE:
DATE:
JOB NO:
ISSUE:
JOB ADDRESS:
CHECKED:DRAWN:CLIENT:
S.P:
PARISH:
COUNTY:
LAND AREA:
PROPERTY DETAILS
USE FIGURED DIMENSIONS AT ALLTIMES. REFER ANY ENQUIRES TOBUILDING CONTRACTOR. ALLDIMENSIONS TO BE VERIFIED ON SITEPRIOR TO CONSTRUCTION. ALL WORKTO COMPLY WITH LOCAL AUTHORITYREGULATIONS AND BCA.
STAGED PLAN:DESIGN:
CLIENTS SIGNATURE:___________________________________CLIENTS SIGNATURE:________________________________________
As indicated
SUZANNE KIPPEN
LOT 2 32 FIELD STREETWEST MACKAY QLD
50021.01.14
13 00015
HMN BJC
WD'S
402
228216PROPOSEDRESIDENCE
Bracing Plan
Wind Category
Note:Lintels shown on bracing plan may vary due tofinal location of girder trusses and truss design.
All lintel sizes to be confirmed by truss/framemanufacturer or structural engineer.
Roof Load Width
Direction A Bracing Required
Direction A Bracing Provided
Direction B Bracing Required
Direction B Bracing Provided
?
?
6500
156.00kN
242.60kN
Bracing Schedule Ground Floor
No of Description Length Res/m Dir A Dir B
2 190 Blockwork w/ N12 Tie Down 400 7.5 0 6
1 190 Blockwork w/ N12 Tie Down 600 9.833333 0 5.9
2 190 Blockwork w/ N12 Tie Down 800 11.125 0 17.8
1 190 Blockwork w/ N12 Tie Down 1000 12 0 12
4 190 Blockwork w/ N12 Tie Down 1200 12.5 0 60
3 190 Blockwork w/ N12 Tie Down 3000 15.333333 0 137.999997
1 190 Blockwork w/ N12 Tie Down 400 7.5 3 0
1 Plywood F14 4mm 150mm nailspacing Method A
600 6.4 3.84 0
1 Plywood F14 4mm 50mm nailspacing Method B
900 6 5.4 0
3 190 Blockwork w/ N12 Tie Down 600 9.833333 17.699999 0
3 190 Blockwork w/ N12 Tie Down 800 11.125 26.7 0
2 190 Blockwork w/ N12 Tie Down 1000 12 24 0
1 190 Blockwork w/ N12 Tie Down 1200 12.5 15 0
1 190 Blockwork w/ N16 Tie Down 1800 13.888889 25 0
120.64 239.699997
1 : 100
BRACING PLAN1
BLOCK WALL REINFORCEMENT
WIND CLASSIFICATION: C2BLOCKWORK:CEILING HEIGHT:
SUPPORTING:
200 SERIES C.M2500mm U.N.O
TIMBER TRUSSES
N12 VERTICALS AND STARTERS ADJACENT TO ALL-
CORNERS, INTERSECTIONS AND JOINTS OTHERWISE AT
1400 MAXIMUM CENTRES. LAP 600 U.N.O
ALL LINTELS TO BE 400 DEEP U.N.O-
PROVIDE 1/N16 TOP AND BOTTOM OF 400 DEEP BOND-
BEAM TO FULL PERIMETER (2 BARS TOTAL)
PROVIDE L8 LIGATURE ADJACENT TO ALL TRUSS CLEATS-
OR BOND BEAM TRUSS STRAPS
PROVIDE 1/N12 IN SINGLE COURSE BOND BEAM TO SILLS-
PROVIDE 2/N12 IN SINGLE COURSE BOND BEAM TO SILLS-
- CORE FILLED REINFORCED CORES ONLY U.N.O
WALL FRAMING SCHEDULE
GENERAL NOTES
NON-LOAD BEARING WALLS
WALL HEIGHT COMMON STUDS
TOP PLATE
NOGGING
BOTTOM PLATE
INTERNAL LOAD BEARING WALLS
WALL HEIGHT COMMON STUDS
TOP PLATE
NOGGING
BOTTOM PLATE
C2
ALL WORK TO COMPLY WITH THE BUILDING CODE OF-
AUSTRALIA, THE BUILDING ACT AMENDMENT ACT. AND
LOCAL AUTHORITY BY LAWS. TIMBER FRAMING TO BE IN
ACCORDANCE WITH AS1684.3 RESIDENTIAL TIMBER
-
COMMON STUDS - 450 CRS
SIZES AS PER BELOW UNLESS STATED ON PLANS
UP TO 3300 70x35 MGP10
70x35 MGP10
1/ROW 70x35 MGP10
70x35 MGP10
-
COMMON STUDS - 450 CRS
SIZES AS PER BELOW UNLESS STATED ON PLANS
UP TO 2700 70x45 MGP12
-
-
-
- 3/70x45 MGP12
M12 TIE-DOWNS ADJACENT TO ALL TRUSSES CORNERS,
INTERSECTIONS AND BESIDE OPENINGS OTHERWISE AT
- 1/ROW 70x35 MGP12
- 70x35 MGP12
UP TO 3600 LONG
UP TO 2400 LONG
900 CRS UNO.
FRAMED CONSTRUCTION.
LOCATION OF LOAD BEARING WALLS AND SIZEOF LINTELS TO BE CONFIRMED WITH PROVISION
OF FINAL TRUSS DESIGN LAYOUT
TO BE CONFIRMED BY ENGINEER
HWS
560 MH
MB
NOTE* - STANDARD HEIGHTS UNLESSSTARTED OTHERWISE.- KITCHEN BENCH DGPO 1100- MICROWAVE 1550- RANGEHOOD 1900- LAUNDRY 1350- BATHROOM 950- LIGHT SWITCHES 1350- DISHWASHER 600
LIGHTING TO COMPLY WITH 40% ENERGYEFFICIENCY REQUIREMENTS
CEILING FAN
CEILING FAN/LIGHT
CEILING LIGHT
RECESSED DOWNLIGHT
50mm DICHROIC DOWNLIGHT
FLOURESCENT CEILING LIGHT
DOUBLE FLOURESCENT
FLOOD LIGHT
WALL LIGHT
PHONE POINT
TELEVISION POINT
EXHAUST FAN
SINGLE GPO ( 300 high)
DOUBLE GPO ( 300 high)
SINGLE GPO ( refer to notes)
DOUBLE GPO ( refer to notes)
WATERPROOF GPO
INTERCOM
ALARM
DWG NO:
SCALE:
DATE:
JOB NO:
ISSUE:
JOB ADDRESS:
CHECKED:DRAWN:CLIENT:
S.P:
PARISH:
COUNTY:
LAND AREA:
PROPERTY DETAILS
USE FIGURED DIMENSIONS AT ALLTIMES. REFER ANY ENQUIRES TOBUILDING CONTRACTOR. ALLDIMENSIONS TO BE VERIFIED ON SITEPRIOR TO CONSTRUCTION. ALL WORKTO COMPLY WITH LOCAL AUTHORITYREGULATIONS AND BCA.
STAGED PLAN:DESIGN:
CLIENTS SIGNATURE:___________________________________CLIENTS SIGNATURE:________________________________________
1 : 100
SUZANNE KIPPEN
LOT 2 32 FIELD STREETWEST MACKAY QLD
60021.01.14
13 00015
HMN BJC
WD'S
402
228216PROPOSEDRESIDENCE
Electrical Plan
1 : 100
ELECTRICAL PLAN1
TA
P
TA
P
fw
fw
fw
DWG NO:
SCALE:
DATE:
JOB NO:
ISSUE:
JOB ADDRESS:
CHECKED:DRAWN:CLIENT:
S.P:
PARISH:
COUNTY:
LAND AREA:
PROPERTY DETAILS
USE FIGURED DIMENSIONS AT ALLTIMES. REFER ANY ENQUIRES TOBUILDING CONTRACTOR. ALLDIMENSIONS TO BE VERIFIED ON SITEPRIOR TO CONSTRUCTION. ALL WORKTO COMPLY WITH LOCAL AUTHORITYREGULATIONS AND BCA.
STAGED PLAN:DESIGN:
CLIENTS SIGNATURE:___________________________________CLIENTS SIGNATURE:________________________________________
1 : 100
SUZANNE KIPPEN
LOT 2 32 FIELD STREETWEST MACKAY QLD
60121.01.14
13 00015
HMN BJC
WD'S
402
228216PROPOSEDRESIDENCE
Drainage Plan
1 : 100
DRAINAGE PLAN1
DWG NO:
SCALE:
DATE:
JOB NO:
ISSUE:
JOB ADDRESS:
CHECKED:DRAWN:CLIENT:
S.P:
PARISH:
COUNTY:
LAND AREA:
PROPERTY DETAILS
USE FIGURED DIMENSIONS AT ALLTIMES. REFER ANY ENQUIRES TOBUILDING CONTRACTOR. ALLDIMENSIONS TO BE VERIFIED ON SITEPRIOR TO CONSTRUCTION. ALL WORKTO COMPLY WITH LOCAL AUTHORITYREGULATIONS AND BCA.
STAGED PLAN:DESIGN:
CLIENTS SIGNATURE:___________________________________CLIENTS SIGNATURE:________________________________________
SUZANNE KIPPEN
LOT 2 32 FIELD STREETWEST MACKAY QLD
70021.01.14
13 00015
HMN BJC
WD'S
402
228216PROPOSEDRESIDENCE
Tie Down Details
8D5D5D5D
30
50
CONCRETE MASONRY WALLS TIMBER FRAMED WALLSLIMIT STATE DESIGN
STRENGTH (kN)
J2 J3 J4 JD4 JD5 JD6
DESIGN ASSUMPTIONSTRUSSES SUPPORTED BY TRUSSES SUPPORTED BY
TRUSS TIE-DOWN AT VERTICAL WEBSTRUSS TIE-DOWN AT DIAGONAL WEBS
TYPICAL BOND BEAM TRUSS STRAP
UNSEASONED TIMBER SEASONED TIMBER
OV
ER
STR
AP
BO
LT T
YP
E
TR
US
SE
S
# O
F C
LEA
TS
TYPICAL DETAIL DESCRIPTION TYPICAL DETAIL DESCRIPTION
8.0
8.0
11.0
11.0
15.0
16.0
10.0
10.0
-
15.0
-
20.0
-
-
-
28.0
-
-
18.0
-
-
36.0
-
-
22.6
27.3
35.1
44.0
60.2
60.2
-
-
-
28.0
-
-
25.0
-
-
44.0
-
-
27.3
33.0
39.9
44.0
60.2
60.2
-
-
-
-
-
-
18.0
-
-
36.0
-
-
22.6
27.3
35.1
44.0
54.6
70.1
-
-
-
-
-
-
-
-
-
-
-
-
27.3
33.0
42.3
44.0
64.7
81.0
2.9
2.2
3.7
13.0
3.0
4.0
3.8
2.9
4.9
13.0
4.3
5.7
4.7
3.5
5.9
13.0
6.1
8.3
3.3
2.5
4.2
13.0
3.5
4.6
4.7
3.5
5.9
13.0
5.5
7.3
6.5
4.9
8.3
13.0
8.8
11.0
50 WIDE x 6.0 M.S CLEAT ON ONE SIDE
ONLY, THREADED OVER BOND BEAM
REO WITH 1/1M12 CUPHEAD BOLT (J4-
JD6) OR 1/M16 CUPHEAD BOLT (J2-J3)
BOLT THROUGH TRUSS NAIL PLATE OR
ABOVE NAIL PLATE. NO OVERSTRAP.
1 C
LEA
T
1/38
mm
OR
1/3
5mm
TR
US
S
M12
4.6
/s U
NO
M16
4.6
/s U
NO
NO
NE
NO
NE
(90mm LONG)
SINGLE 75x75x8.0 EA BRACKET.
(75mm LONG)
SINGLE 75x75x10.0 EA BRACKET.
M12 HOLD DOWN BOLT
M12 HOLD DOWN BOLT
50 WIDE x 6.0 M.S CLEAT THREADED
OVER BOND BEAM REO WITH 1/M16 BOLT
THROUGH TRUSS NAIL PLATE OR ABOVE
NAIL PLATE. PROVIDE OVERSTRAP AS
DETAILED
50 WIDE x 6.0 G.I. CLEAT THREADED
OVER BOND BEAM REO WITH 1/M16 8.8/s
BOLT THROUGH TRUSS NAIL PLATE OR
ABOVE NAIL PLATE. PROVIDE OVERSTRAP
AS DETAILED. MINIMUM 2/TRUSSES REQ'D
2/50 WIDE x 6.0 M.S CLEATS THREADED
OVER BOND BEAM REO WITH 1/M16 BOLT
THROUGH TRUSS NAIL PLATE OR ABOVE
NAIL PLATE. PROVIDE OVERSTRAP AS
DETAILED.
2/50 WIDE x 6.0 M.S CLEATS THREADED
OVER BOND BEAM REO WITH 1/M16 8.8/s
BOLTS THROUGH TRUSS NAIL PLATE OR
ABOVE NAIL PLATE. PROVIDE OVERSTRAP
AS DETAILED. MINIMUM 2/TRUSSES REQ'D
1 C
LEA
T1
CLE
AT
2 C
LEA
TS2
CLE
ATS
1/38
OR
35m
m2/
38 O
R 3
5mm
1/38
OR
35m
m2/
38 O
R 3
5mm
M16
4.6
/s U
NO
M16
8.8
/s U
NO
M16
4.6
/sM
16 8
.8/s
UN
OM
12
50x2
65x2
90x2
50x2
65x2
90x2
50x2
65x2
90x2
50x2
65x2
90x2
125x75x12.0 UA BRACKET. 75mm LONG
M12 HOLD DOWN BOLT
125x75x12.0 UA BRACKET. 90mm LONG
M16 HOLD DOWN BOLT
150x90x16.0 UA BRACKET. 75mm LONG
M16 HOLD DOWN BOLT
150x90x16.0 UA BRACKET. 75mm LONG
M16 HOLD DOWN BOLT
150x90x16.0 UA BRACKET. 90mm LONG
M16 HOLD DOWN BOLT
150x90x16.0 UA BRACKET. 90mm LONG
M16 HOLD DOWN BOLT
2/75x75x8.0 EA BRACKETS. 90mm LONG
2/M12 HOLD DOWN BOLTS
2/75x75x10.0 EA BRACKETS. 75mm LONG
2/M12 HOLD DOWN BOLTS
2/75x75x10.0 EA BRACKETS. 90mm LONG
2/M12 HOLD DOWN BOLTS
2/75x75x10.0 EA BRACKETS. 90mm LONG
2/M12 HOLD DOWN BOLTS
2/125x75x12.0 UA BRACKETS. 90mm LONG
2/M16 HOLD DOWN BOLTS
2/150x90x16.0 UA BRACKETS. 75mm LONG
2/M16 HOLD DOWN BOLTS
30x0.8 G.I. STRAP. 3/2.8mm� NAILS EACH LEG
1/FRAMING ANCHOR 4/2.8mm� NAILS EACH LEG
2/FRAMING ANCHORS 4/2.8mm� NAILS EACH LEG
1/30x0.8mm G.I. LOOPED OVERSTRAP -
(J2,J3,JD4,-4/2.8mm� NAILS)(J4,JD5,JD6-5/2.8mm� NAILS)
1/M12 BOLT (WHERE NAIL PLATE IS NOT PRESENT)
1/M16 BOLT (WHERE NAIL PLATE IS NOT PRESENT)
STRAP YIELD STRENGTH OF BASE METAL1.
Fy=250Mpa FOR 3mm MINIMUM THICKNESS (MILD STEEL)
STRAP TO BE TIGHT FIT OVER TRUSS TO RESTRICT MOVEMENT
DURING UPLIFT TO A MINIMUM
MAXIMUM HOLE DIAMETER IN M.S CLEAT AND M.S STRAP TO
BE NO MORE THAN 2mm GREATER THAN BOLT DIAMETER
BOLTS TO HAVE THREADS SHOWING OUTSIDE STEEL CLEAT OR
TRUSS TOP CHORD MINIMUM THICKNESS 38mm (J2) OR 35mm (JD4)
Fy=350Mpa FOR 2mm MINIMUM THICKNESS (G.I.)
2.
3.
4.
5.
BOLT HEAD LOCATED AGAINST STEEL CLEAT
TRUSS FIXING LOCATIONS AS PER MANUFACTURERS LAYOUT6.
TRUSS UPLIFT VALUES ARE TO BE TAKEN FROM TRUSS7.
MANUFACTURERS DATA.
FOR INDIVIDUAL JOBS, UPLIFT VALUES BEYOND THE SCOPE
OF THESE TABLES ARE TO BE DETAILED INDIVIDUALLY
8.
REFER TO AS1684.3 FOR EXPLANATION OF 'J' AND 'JD' TIMBER9.
RATINGS.
CORE REINFORCEMENT KEY - (STARTER BARS MUST BE CAST10.
1/N12 VERTICAL & STARTER AT TRUSS HOLD DOWN LOCATION
INTO FOOTINGS)
1/N16 VERTICAL & STARTER AT TRUSS HOLD DOWN LOCATION
2/N16 VERTICALS & STARTERS AT TRUSS HOLD DOWN LOCATION
M16TIMBER CLASS
BOLT SIZE
No.
OF
BO
LTS
JD4J2
M12M16M12
1
2
3
4
5
6
7
8.8 11.0 6.1 8.3
17.6 22.0 12.2 16.6
26.4 33.0 18.3 24.9
35.2 44.0 24.4 33.2
44.0 55.0 30.5 41.5
52.8 59.3 36.6 49.8
59.3 59.3 42.7 58.1
50x6.0 CLEAT
No. OF BOLTS
AS PER TABLE
MASONRY WALLM16 8.8/s BOLT
VERTICAL &
STARTER
TRUSS NAIL PLATE
PROVIDE L8 LIG
AT TRUSS CLEATS
50x6.0 M.S. CLEAT
THREADED OVER
BOND BEAM REO
NO OVERSTRAP
1/3 D
2/3 D
TRUSS NAIL PLATE
PROVIDE L8 LIG
AT TRUSS CLEATS
50x6.0 M.S. CLEAT
THREADED OVER
BOND BEAM REO
1/3 D
2/3 D
OVERSTRAP AS NOTED
TIGHT FIT OVER TRUSS
TRUSS NAIL PLATE
PROVIDE L8 LIG
AT TRUSS CLEATS
2/50x6.0 M.S. CLEAT
THREADED OVER
BOND BEAM REO
1/3 D
2/3 D
OVERSTRAP AS NOTED
TIGHT FIT OVER TRUSS
NO OVERSTRAP
1/3 D
2/3 D
TRUSS NAIL PLATE
HOLD DOWN ROD
ANGLE BRACKET
AND BOLT AS
SPECIFIED
1/3 D
2/3 D
TRUSS NAIL PLATE
HOLD DOWN ROD
ANGLE BRACKET
AND BOLT AS
SPECIFIED
OVERSTRAP AS NOTED
TIGHT FIT OVER TRUSS
TOP PLATE
G.I. OVERSTRAP OVER TOP CHORD OF TRUSS.
PROVIDE HARDWOOD SPACERS BETWEEN TOP AND
BOTTOM CHORDS WHERE NO WEB MEMBER EXISTS
MIN. EDGE
DISTANCE
TO CLEAT
MIN. EDGE
DISTANCE
TO STRAP
STEEL WASHERS AS PACKING
TO LONG BOLTS AS REQUIRED
TRUSS
OVERSTRAP, BRACKET AND BOLT AS PER TABLE
TOP PLATE
FRAMING ANCHORS
AS PER TABLE
TRUSS
TOP PLATE
TRUSS
MASONRY WALL
VERTICAL &
STARTER
BTM CHORD
BTM CHORD
WE
B
WEBW
EB
CLEAT, BOLT AND
STRAP AS PER
TABLEOVERSTRAP
AS PER TABLE
PROVIDE PACKER
UNDER STRAP
TRUSS NAIL PLATE
PROVIDE L8 LIG
AT TRUSS STRAPS
1/3 D
2/3 D
PROPRIETARY BOND BEAM TRUSS
STRAP, FITTED TO MANUFACTURERS
SPECIFICATIONS.
VERTICAL &
STARTER
REFER TO MANUFACTURERS SPECIFICATIONS FOR
NAILING REQUIREMENTS AND UPLIFT CAPACITIES.
Revised 14-10-2009
DWG NO:
SCALE:
DATE:
JOB NO:
ISSUE:
JOB ADDRESS:
CHECKED:DRAWN:CLIENT:
S.P:
PARISH:
COUNTY:
LAND AREA:
PROPERTY DETAILS
USE FIGURED DIMENSIONS AT ALLTIMES. REFER ANY ENQUIRES TOBUILDING CONTRACTOR. ALLDIMENSIONS TO BE VERIFIED ON SITEPRIOR TO CONSTRUCTION. ALL WORKTO COMPLY WITH LOCAL AUTHORITYREGULATIONS AND BCA.
STAGED PLAN:DESIGN:
CLIENTS SIGNATURE:___________________________________CLIENTS SIGNATURE:________________________________________
SUZANNE KIPPEN
LOT 2 32 FIELD STREETWEST MACKAY QLD
70121.01.14
13 00015
HMN BJC
WD'S
402
228216PROPOSEDRESIDENCE
Details
TYPICAL BRACING WALL CONNECTION TYPICAL BRACING WALL CONNECTION
TYPICAL WALL CONNECTION TYPICAL WALL CONNECTION PLYWOOD BRACING WALL
PLYWOOD TO ONE SIDE
MINIMUM PLYWOOD THICKNESS
TABLE (b) - SHEAR BLOCK FIXING CAPACITIES
TYPICAL BRACING WALL CONNECTION
NAILING CAPACITIES
WALL END STRAP
TABLE (a) - BRACING
PLYWOOD TO BOTH SIDES
RAFTERS OR TRUSSES PARALLEL TO BRACING WALL
NTS
RAFTERS OR TRUSSES PERPENDICULAR TO BRACING WALL
NTS
75x50 SHEAR BLOCKS. 200 LONG. NAILED,
PROVIDE CLEARANCE
6/2.8mm � NAILS OR 2/No 14.
FRAMING ANCHORS (LEGS NOT BENT)
TYPE 17 SCREWS EITHER END
DO NOT ALLOW SHEAR BLOCKS TO SPLIT
TOP PLATE AS PER TABLE (b) THIS SHEET
SCREWED OR BOLTED TO BRACING WALL
75x50 SHEAR BLOCKS. 200 LONG. NAILED,
DO NOT ALLOW SHEAR BLOCKS TO SPLIT
RAFTERS OR TRUSSES PARALLEL TO MASONRY WALL (NON LOAD BEARING)
NTS
RAFTERS OR TRUSSES PERPENDICULAR TO MASONRY WALL (NON LOAD BEARING)
NTS
90x35 NOGGING
6/2.8mm � NAILS OR 2/No 14.
FRAMING ANCHORS (LEGS NOT BENT)
TYPE 17 SCREWS EITHER END
90x35 NOGGING
WITH 2/75mm No. 14 TYPE 17 SCREWS
EITHER SIDE OF WALL. FIX TO NOGGING
CONTINUOUS 70x35 MGP10 BATTENS
EACH SIDE OF NOGGING
AT 900 CENTRES
75x50 SHEAR BLOCKS. 200 LONG
DO NOT ALLOW SHEAR BLOCKS TO SPLIT
PROVIDE CLEARANCE
WHERE ROOF IS TRUSSED
TRUSS BOTTOM CHORD
TRUSS BOTTOM CHORD
TRUSS BOTTOM CHORD
TRUSS BOTTOM CHORD
NTS
150
300
150
TO BOTTOM PLATE, EACH
M12 HOLD DOWN RODS TOP
STRESS
GRADE
STUD SPACING
450 600
7 9
6 7
4 6
4 4.5
F8
F11
F14
F27
HORIZONTAL BUTT JOINTS
PERMITTED , PROVIDED NAIL FIXED
TO NOGGING AT 150 CENTRES
FASTENER CENTRES SHALL BE;
TOP AND BOTTOM PLATE
VERTICAL EDGES
INTERMEDIATE STUDS
150
150
300
SHEATHED PANELS SHALL BE
CONNECTED TO SUBFLOOR
LIMIT STATE DESIGN RACKING LOAD
FOR THIS SYSTEM WITH RODS, NO
BRACES AND NOGGING IS AS FOLLOWS
PLYWOOD TO BOTH SIDES
PLYWOOD TO ONE SIDE 6.4kN/m
12.8kN/m
TOP PLATE AS PER TABLE (b) THIS SHEET
SCREWED OR BOLTED TO BRACING WALL
AS PER TABLE (b) THIS SHEET
BOLTED TO MASONRY WALL
75x50 SHEAR BLOCKS. 200 LONG
DO NOT ALLOW SHEAR BLOCKS TO SPLIT
AS PER TABLE (b) THIS SHEET
BOLTED TO MASONRY WALL
4/3.05
6/3.05
4/3.33
6/3.33
5.0
6.6
5.6
7.4
3.6
4.7
4.0
5.3
2.5
3.4
2.8
3.7
3.6
5.0
4.0
5.5
3.0
4.2
3.3
4.6
2.2
3.1
2.5
3.5
M12 7.6 4.9 3.1 5.1 3.6 2.5
2/No 149.7 6.9 4.9 6.9 4.9 3.6
TYPE 17
3/No 14
TYPE 1713 9.2 6.6 9.8 7.4 5.4
BRACING WALL ENDS TO TIMBER FRAMED WALLS
NTS
TOP PLATE
TIMBER FRAMED WALL
2/30 x 0.8mm G.I. STRAPS
WITH NUMBER OF NAILS EACH
END OF STRAPS AS PER TABLE (a)
OR PROPRIETY NAILING PLATE
WITH EQUAL CAPACITY
1
2
NA
ILS
4/2.8
6/2.8
4/2.8
6/2.8
4.3 3.1 2.2 3.3 3.0 2.1
6.5 4.6 3.3 4.9 4.0 3.1
8.7 6.2 4.4 6.6 5.4 4.1
13 9.3 6.6 9.8 8.1 6.1
J2 J3 J4 JD4 JD5 JD6
TIMBER
UNSEASONED
TIMBER
SEASONED
SHEAR CAPACITY (kN)
NAILS
BOLTS
SCREWS
ST
RA
PS
MASONRY WALL
MASONRY WALL
BRACING WALL
BRACING WALL
WHERE ROOF IS TRUSSED
PROVIDE CLEARANCE
WHERE ROOF IS TRUSSED
BRACING WALL
END OF SHEATHED SECTION.
M10-1200 BOLTS TO BOTTOM PLATE
TO BOTTOM PLATE, EACH
M16 HOLD DOWN RODS TOP
END OF SHEATHED SECTION.
M12-1200 BOLTS TO BOTTOM PLATE
PROVIDE CLEARANCE
WHERE ROOF IS TRUSSED
WITH 2/75mm No. 14 TYPE 17 SCREWS
EITHER SIDE OF WALL. FIX TO NOGGING
CONTINUOUS 70x35 MGP10 BATTENS
EACH SIDE OF NOGGING
2-M12 HD RODS350mm EMBEDMENT75mm BEND
25 MAX.UPLIFT CAPACITY75x10 PLATE: 30kN75x12 PLATE: 40kN
DWG NO:
SCALE:
DATE:
JOB NO:
ISSUE:
JOB ADDRESS:
CHECKED:DRAWN:CLIENT:
S.P:
PARISH:
COUNTY:
LAND AREA:
PROPERTY DETAILS
USE FIGURED DIMENSIONS AT ALLTIMES. REFER ANY ENQUIRES TOBUILDING CONTRACTOR. ALLDIMENSIONS TO BE VERIFIED ON SITEPRIOR TO CONSTRUCTION. ALL WORKTO COMPLY WITH LOCAL AUTHORITYREGULATIONS AND BCA.
STAGED PLAN:DESIGN:
CLIENTS SIGNATURE:___________________________________CLIENTS SIGNATURE:________________________________________
1 : 20
SUZANNE KIPPEN
LOT 2 32 FIELD STREETWEST MACKAY QLD
70221.01.14
13 00015
HMN BJC
WD'S
402
228216PROPOSEDRESIDENCE
Details
600 LAP
600
LAP
600 LAP
600
LAP
TYPICAL BOND BEAM TYPICAL WALL DETAILTYPICAL WALL CORNER TYPICAL WALL INTERSECTION
TYPICAL CONNECTION
1:20 1:20
OFFSET BOND BEAM
REINFORCEMENT TO ALLOW
PLACEMENT OF VERTICAL
CENTRALLY IN CORE
L8 LIGATURE TO ALL
TRUSS CLEATS U.N.O
UNLESS VERTICAL BAR
IS ADJACENT TO TRUSS CLEAT
ENSURE BOLT IS
THROUGH NAIL PLATE
REFER TRUSS TIE-DOWN SHEET
FOR HOLD DOWN DETAILS
1:20 1:20
TIE BARS TO MATCH
BOND BEAM REINFORCEMENT
TIE BARS TO MATCH
BOND BEAM REINFORCEMENT
TRUSS TOP CHORDS
ROOF SHEETING
F.C. SHEETING
OR CLADDING
SHEETING BATTENS
FIXED TO TRUSS
75x38 TRIMMING JOIST (ON FLAT)
SCREWED TO TRUSS BOTTOM CHORDS
NOGGINGS BETWEEN END TWO
TRUSSES AT 1200 CENTRES MAX
PROVIDE APPROVED
SEALANT
SEAL BLOCKS BEFORE
INSTALLING SHEETING
M12-1200 HOLD-DOWN BOLTS
THROUGH TRIMMING JOIST
AND NOGGING. COG UNDER
BOND BEAM REINFORCEMENT
END TRUSSES OF GABLE ROOF
1:20
WITH 2/No. 14 TYPE 17 SCREWS
TIMBER TRUSSES @ 900 MAX CRSTO MANUFACTURER'SSPECIFICATIONS.
CONCRETE SLAB TOENGINEERS DETAILS.
CONCRETE FOOTINGSTO ENGINEERS DETAILS.
35X70 MGP12 ROOF BATTENS, 2/600 END SPACINGS,750 MAX CRS FIXED WITH 1/100mm NO.14 TYPE 17 TEKSCREW WITH 50mm PENETRATION INTO RECEIVING MEMBER.
TRUSS MEMBERS AREINDICATIVE ONLY REFER TOTRUSS MANF. TRUSS LAYOUT
ALL FIXINGS & CONNECTIONSAS APPROVED BY LOCAL AUTHORITY
750 MAX CRS
ROOF TRUSS REQUIREMENTALLOW EXTRA VERTICAL & STARTER WALLREINFORCING & DOUBLE BONDBEAM CLEATAT GIRDER TRUSS LOCATION.ROOF FRAMING PLAN TO BE SUPPLIED TOLOCAL AUTHORITY, BUILDING CONTRACTOR &RELEVANT CONSULTANTS WITH ALL RELEVENTROOF BRACING, GIRDER TRUSS TIE-DOWNDETAILS & ANY RELEVANT INFORMATIONBY ROOF MANUFACTURER PRIOR TO THECOMMENCEMENT OF ANY CONSTRUCTION.
25
00
750
750
600END SPACING
600
Ground Floor0
Ground Floor Plate2500
750 MAX CRS
750750
600END SPACING
600
TRUSS TIEDOWN
1:20