Issue D_07/04/16
Issue D_07/04/16 REVISIONS REGISTER DETAILS OF CHANGE / REVISION
Proposed Residence
ISSUE DATE
ISSUE
AUTHOR
CHECKED BY
INITIAL WORKING DRAWINGS
28/01/16 A
MK
MK
CHANGE OF DESIGN TO BLOCK
21/02/16 B
MK
MK
ENGINEERING CHANGES
29/03/16 C
MK
MK
COVENANT CHANGES
07/04/16 D
MK
MK
NOTES
Grow DDC CLIENT
Lot 45 Canopus Street Bridgeman Downs SITE
Real Property Description LOT 45 ON SP 277330 PARISH OF BUNYA COUNTY OF STANLEY AREA OF 400M2
APPROVED telephone: 07 3390 2295
facsimile: 07 3823 1121
Unit 3, 73 -75 Steel Street, Capalaba, Qld 4157 growddc.com.au
JOB No.
SHEET No.
Bridge_1a_45 COVER SHEET
HOUSE DESIGN
ISSUE DATE
ISSUE
B P 1 6 07/04/16 / 0 1 3D8
ACHIEVE_1_AL_L_M_I
E:\002_GrowDDC\001_Jobs\Bridgeman Downs\LOT 45_TRANQUIL_1_AL_L_M_2.pln
AUTHOR
MK
11 Apr 2016 CHECKED BY TO DECISION NOTICE REFER Use figured diemensions. DO NOT SCALE Check all dimensions on site before fabrications or set out FOR CONDITIONS
MK
COPYRIGHT
©
All rights reserved. This work is copyright and cannot be reproduced or copied in any form or by any means (graphic, electronic or mechanical, including photocopying) without the written permission of Grow DDC
GROW DDC Unit 3 73-75 Steel Street Capalaba, Qld 4157 telephone: facsimile:
LOT 44
web:
PAD LEVEL RL 38.550
3,400 OMP
DRIVEWAY AS SPECIFIED
OMP
OMP
METER BOX
40.000
CLOTHES LINE AS SPECIFIED MOUNTED ON FENCE POSTS
4,950 OMP
EXISTING ESTATE RETAINING WALL
550 5,500 SET OUT GARAGE WALL
1800 HIGH APPEARANCE GRADE HARDWOOD BATTEN FENCE WITH 900 WIDE GATE
EXISTING FOOTPATH
23,840 1800 HIGH FENCE AS SPECIFIED
PAD LEVEL RL 40.65
NO
R
Real Property Description
SITE PLAN SCALE 1:200
Grow DDC client
Lot 45 Canopus Street Bridgeman Downs site address
WD_01.0_SITE PLAN drawing title
07/04/16
D
Bridge_1a_45
issue date
issue
project no.
12
MK
MK
author
checked
2
OF
sheet no.
ACHIEVE_1_AL_L_M_I
BUILDER TO IDENTIFY ALL SERVICES BEFORE COMMENCEMENT OF WORK. BUILDER TO INDENTIFY ALL CORNER STAR PEGS ON SITE AND CONSIDER IDENTIFICATION SURVEY BEFORE CONSTRUCTION COMMENCES. ALL SITEWORKS ARE TO BE CARRIED OUT TO THE SATISFACTION OF THE GEOTECHNICAL ENGINEERS. NO HYDRAULIC SERVICES SHALL RUN UNDER OR UNDERMINE THE FOOTINGS WITHOUT THE PRIOR CONSENT OF THE SUPERVISING ENGINEER. ALL UNDERGROUND SERVICES SHALL BE EXCAVATED WITH THE TRENCH CUT TO SHED WATER AWAY FROM BUILDING. FREE DRAINING GRAVEL FILL TYPICAL AGAINST ALL RETAINING WALLS AS SPECIFIED BY ENGINEER.
LOT 46
TH
C A N O P U S
13.000 m 300 14' 30''
GAS BOTTLES
Use figured diemensions. DO NOT SCALE Check all dimensions on site before fabrications or set out
NOTES
8 m2
1,000
EMT K
500 WALL
450 1,150
OMP
EARTHWORKS PLATFORM RL 39.400 SLAB LEVEL RL 39.785
HWS
39.000
13.000 m 120 14' 30''
PROPOSED DWELLING
36 m2
1,000
STORMWATER GULLY PIT
30.800 m 30 14' 30''
30.800 m 210 14' 30''
1,600
2,000 EMT K
39.500
1800 HIGH FENCE AS SPECIFIED
SEWER HOUSE CONNECTION SL 39.179 IL 37.586
S T R E E T
1800 HIGH APPEARANCE GRADE HARDWOOD BATTEN FENCE WITH 900 WIDE GATE
©
All rights reserved. This work is copyright and cannot be reproduced or copied in any form or by any means (graphic, electronic or mechanical, including photocopying) without the written permission of Grow DDC
LOT 45 ON SP 277330 PARISH OF BUNYA COUNTY OF STANLEY AREA OF 400M2
FIELD GULLYS WHERE REQUIRED, TO BE LOCATED BY BUILDER UNLESS NOTED ON DRAWINGS. ALL STORM WATER TO DISCHARGE TO STREET CHANNEL OR STORM WATER DRAIN GUTTERS AND DOWNPIPES TO BE IN ACCORDANCE WITH PART 3.5.2 OF THE B.C.A
APPROVED BP16/0138
11 Apr 2016 REFER TO DECISION NOTICE FOR CONDITIONS Issue D_#Issue Stamp_07/04/16
E:\002_GrowDDC\001_Jobs\Bridgeman Downs\LOT 45_TRANQUIL_1_AL_L_M_2.pln
600
6,000
EXISTING ESTATE RETAINING WALL
growddc.com.au COPYRIGHT
26,320 1800 HIGH FENCE AS SPECIFIED
OMP
07 3390 2295 07 3823 1121
GROW DDC Unit 3 73-75 Steel Street Capalaba, Qld 4157 telephone: facsimile:
21,400 3,530 100 600
5,120
web:
1,720
5,640
2,830
3,070
COPYRIGHT
CL
485
1,385
150 550
325
75
D
Bridge_1a_45
issue date
issue
project no.
12
MK
MK
author
checked
3
OF
sheet no.
ACHIEVE_1_AL_L_M_I NOTES
SUBTERRANEAN TERMITE PROTECTION TO COMPLY WITH AS 3660.1. A CERTIFICATE OF COMPLIANCE MUST BE ISSUED TO THE LOCAL AUTHORITY AND THE OWNER ON COMPLETION. PROVIDE MANUFACTURER'S WARRANTY. BUILDER TO VERIFY ALL DIMENSIONS AND LEVELS PRIOR TO COMMENCEMENT OF EARTHWORKS.
150
REINFORCED CONCRETE SLAB min. 225mm ABOVE FINISHED NATURAL GROUND LEVEL TO ENGINEERS DESIGN.
350
1,220
845
1,460
CL
185
REINFORCED CONCRETE FOOTINGS AND RETAINING WALLS TO ENGINEERS DESIGNED.
400 CL 8,420
4,000
6,980
1,550
450 21,400
SLAB AND FOOTING PLAN Scale 1:100
APPROVED BP16/0138
11 Apr 2016 REFER TO DECISION NOTICE FOR CONDITIONS Issue D_#Issue Stamp_07/04/16
E:\002_GrowDDC\001_Jobs\Bridgeman Downs\LOT 45_TRANQUIL_1_AL_L_M_2.pln
CL
890
CL CL
07/04/16
BUILDER TO CONFIRM SETOUT DIMENSIONS PRIOR TO SLAB BEING POURED.
5,640
CL
2,340
drawing title
600 100
6,610
3,789
6,160
CL
site address
1,320
1,070 1,400
CL
970
Lot 45 Canopus Street Bridgeman Downs
10,400
CL
100
150
970 350
CL
STEP DOWN
3,080
CL
client
1,570
1,125
5,160
450
670
Grow DDC
1,720
640 1,005
400
4,240
CL
1,360
Use figured diemensions. DO NOT SCALE Check all dimensions on site before fabrications or set out
WD_02.0_FOUNDATION LAYOUT
CL
STEP DOWN
10,850
CL
CL
SLAB & FOOTING DESIGN TO ENGINEERS DETAILS
©
All rights reserved. This work is copyright and cannot be reproduced or copied in any form or by any means (graphic, electronic or mechanical, including photocopying) without the written permission of Grow DDC
450
600 100
STEP DOWN
3,990
4,690
1,895
growddc.com.au
600
450
1,875
1,720
CL
CL
CL
07 3390 2295 07 3823 1121
20,950
GROW DDC 17,050
70
4,900 220
930
70
70
3,000
3,900
530 70 70
930
70
1,580
70
1,800
70
5,640
W03
W3
1540X1210
Awning
W4
1200X1810
SW
W5
0944X0730
SW
RWDP
HWS
220
2100X3130
SD
W8
2100X2410
SD
70
1,580
3,900
2,280
1,340
530
1,420 70
4,520 70 7,980
220
6,000
6,600
550
3,990
6,000
W9
0600X2110
SW
W10
1200X0750
Awning
W11
0600X1810
SW
GROUND FLOOR PLAN
W12
2100X2410
SD
Scale 1:100
W13
1540X1210
Awning
70
220
12
MK
MK
author
checked
OF
6,740
NOTES
SHOWER ROSES: ALL SHOWER ROSES TO BE A 3 STAR RATING UNDER THE WATER EFFICIENCY LABELLING SCHEME (WELS)
220
TAPWARE: ALL LAUNDRY TUB, KITCHEN SINK AND BATHROOM BASIN TAPWARE TO BE A 3 STAR RATING UNDER THE WATER EFFICIENCY LABELLING SCHEME (WELS)
ENERGY EFFICIENT LIGHTING: FLUORESCENT LIGHTS OR COMPACT FLUORESCENT LIGHTS (CFLs) ARE USED IN 80% OF THE TOTAL LIGHT FITTINGS.
1,100
1,650 220
220
project no.
VOLUME OF WATER USED IN TOILET: ALL TOILETS CISTERNS TO HAVE A DUAL FUSH FUNCTION AND HAVE A min 4 STAR RATING (WELS)
550
70
70 220
3,000
3,000 5,720
3,900 75x4 shs
70
3,690
Bridge_1a_45
issue
WATER SUPPLY: IN A SERVICE AREA FOR RETAIL WATER SERVICE UNDER THE WATER ACT 2000, THE WATER SUPPLIED TO A NEW CLASS 1 BUILDING DOES NOT EXCEED PRESSURE LEVELS SET OUT IN AS/NZ 3550.1:2003 AND IF THE MAIN WATER PRESSURE EXCEEDS OR COULD EXCEED 500 Kpa, A WATER PRESSURE LIMITING DEVICE IS INSTALLED TO ENSURE THAT THE MAXIMUM OPERATING PRESSURE AT THE OUTLET WITHIN THE BOUNDARIES OF THE PROPERTY DOES NOT EXCEED 500 Kpa.
B 70
1,900
70
530 TAP
D
issue date
REQUIREMENTS FOR SUSTAINABLE BUILDINGS
METER BOX
GAS BOTTLES
07/04/16
ACHIEVE_1_AL_L_M_I
o/h 550 70
1,100
820 2100X4800 PANEL LIFT
L'DRY
RWDP
W11
4,010
A
220
PANTRY
Awning
W7
W12
AREAS
SW
KITCHEN FRIG
drawing title
4
1,000
VBASIN
GARAGE
MW / UB
RH/HP/OVEN / ELECTRIC
WD_03.0 _GROUND FLOOR PLAN
sheet no.
RWDP
WIR
site address
75x4 shs
820
SNK DW
720
TAP
1,000
220 1,000
0600X1810
WM
W09
CARPET
Lot 45 Canopus Street Bridgeman Downs
TILES
BRM FINISHED CONCRETE
STORAGE
M.P.R.
CARPET
PORCH
Grow DDC client
100x100 HWD TIMBER POSTS
MH
TUB
TILES
MASTER BEDROOM
WINDOW SCHEDULE Description
420
RWDP
70 530
MEALS
3,900
4,500
820
70 220
2,150
820
820
BRM
1,100
1,100 70 3,500
220 5,720
LINEN
RWDP
SHW
TILES
as specified
820
W01
TILES
V.BASIN
W13
ENTRY
W10
1540X1210
CARPET
CARPET
W08
RWDP
W6
BED 2
BED 3
70
720
820
TILES
W07
BATH
720
©
Use figured diemensions. DO NOT SCALE Check all dimensions on site before fabrications or set out
1,350 70
220 1,930 1,000
TOWEL RAIL
fw
CARPET
LIVING
SHW
W2
RWDP
as specified
BED 4
ENS.
growddc.com.au
All rights reserved. This work is copyright and cannot be reproduced or copied in any form or by any means (graphic, electronic or mechanical, including photocopying) without the written permission of Grow DDC
W02 ROBE
WC
ALFRESCO
WC
web: 450
70
380
W04 RWDP
BATH
70
3,000
4,170
W05
ROBE as specified
720
Awning
220
1,430
220
70
450 220 4,020
W06 RWDP
A
1540X1210
70
07 3390 2295 07 3823 1121
COPYRIGHT
820
W1
220
telephone: facsimile:
530 70
3,600 1,350
TILES
Size
3,000
1,580
100x100 HWD TIMBER POSTS
No.
70
70
3,000
ROBE
2,860
Unit 3 73-75 Steel Street Capalaba, Qld 4157
LIVING GARAGE ALFRESCO PORCH
TOTAL
BP16/0138
146M2 40M2 12M2 2M2
HOT WATER SUPPLY: A HOT WATER SUPPLY IS PROVIDED BY: (a) A HEAT PUMP OR A SOLAR HOT WATER SYSTEM THAT IS ELIGIBLE TO RECEIVE: (i) IN A BUILDING WITH 3 OR MORE BEDROOM, AT LEAST 22 RENEWABLE ENERGY CERTIFICATES OR (ii) IN A BUILDING WITH 1 OR 2 BEDROOMS, AT LEAST 14 RENEWABLE ENERGY CERTIFICATES OR (b) A GAS HOT WATER SYSTEM WITH A FIVE STAR ENERGY RATING.
APPROVED
200M2
11 Apr 2016 REFER TO DECISION NOTICE FOR CONDITIONS
Issue D_#Issue Stamp_07/04/16
E:\002_GrowDDC\001_Jobs\Bridgeman Downs\LOT 45_TRANQUIL_1_AL_L_M_2.pln
220
as specified
220
450
GROW DDC
600
Unit 3 73-75 Steel Street Capalaba, Qld 4157 telephone: facsimile:
COLORBOND CUSTOM ORB ROOF SHEETING at 22.5 deg. PITCH
COLORBOND CUSTOM ORB ROOF SHEETING at 22.5 deg. PITCH
07 3390 2295 07 3823 1121
web:
growddc.com.au
COLORBOND 150 SLOTTED QUAD GUTTERS AND FASICAS
COPYRIGHT
U/S OF TRUSS
2,100
SELECTED BRICKWORK RENDERED AND PAINTED
HARDIES PRIMELINE NEWPORT CLADDING
2,440
HEAD HEIGHT W01
©
All rights reserved. This work is copyright and cannot be reproduced or copied in any form or by any means (graphic, electronic or mechanical, including photocopying) without the written permission of Grow DDC Use figured diemensions. DO NOT SCALE Check all dimensions on site before fabrications or set out
GROUND FLOOR
Grow DDC client
Lot 45 Canopus Street Bridgeman Downs
100X100 TIMBER POST IN GI POST BRACKETS
COLORBOND AUTO PANEL LIFT GARAGE DOOR
site address
SELECTED BRICKWORK RENDERED AND PAINTED
WD_04.0_ELEVATIONS drawing title
NORTH EAST ELEVATION
07/04/16
D
Bridge_1a_45
issue date
issue
project no.
12
MK
MK
Scale 1:100
sheet no.
author
checked
5
OF
ACHIEVE_1_AL_L_M_I NOTES
600
COLORBOND CUSTOM ORB ROOF SHEETING at 22.5 deg PITCH
COLORBOND CUSTOM ORB ROOF SHEETING at 22.5 deg PITCH
COLORBOND 150 SLOTTED QUAD GUTTERS AND FASICAS HARDIES PRIMELINE NEWPORT CLADDING
HEAD HEIGHT 2,440
2,100
W09 W06
GROUND FLOOR
100X100 TIMBER POST IN GI POST BRACKETS
SELECTED BRICKWORK BAGGED AND PAINTED
APPROVED
SOUTH WEST ELEVATION Scale 1:100
BP16/0138
11 Apr 2016 REFER TO DECISION NOTICE FOR CONDITIONS Issue D_#Issue Stamp_07/04/16
E:\002_GrowDDC\001_Jobs\Bridgeman Downs\LOT 45_TRANQUIL_1_AL_L_M_2.pln
U/S OF TRUSS
BAGGED AND PAINTED
RENDERED AND PAINTED
GROW DDC 460
Unit 3 73-75 Steel Street Capalaba, Qld 4157
600
COLORBOND CUSTOM ORB ROOF SHEETING at 22.5 deg. PITCH
COLORBOND CUSTOM ORB ROOF SHEETING at 22.5 deg. PITCH
07 3390 2295 07 3823 1121
web:
HARDIES PRIMELINE NEWPORT CLADDING
COLORBOND 150 SLOTTED QUAD GUTTERS AND FASICAS
telephone: facsimile:
growddc.com.au COPYRIGHT
U/S OF TRUSS
©
All rights reserved. This work is copyright and cannot be reproduced or copied in any form or by any means (graphic, electronic or mechanical, including photocopying) without the written permission of Grow DDC
HEAD HEIGHT W12
2,100
W11
W13
Use figured diemensions. DO NOT SCALE Check all dimensions on site before fabrications or set out
2,440
W10
GROUND FLOOR
Grow DDC client
Lot 45 Canopus Street Bridgeman Downs site address
100X100 TIMBER POST IN GI POST BRACKETS
SELECTED BRICKWORK BAGGED AND PAINTED
SELECTED BRICKWORK BAGGED AND PAINTED
SOUTH EAST ELEVATION Scale 1:100
SELECTED BRICKWORK RENDERED AND PAINTED
WD_04.1_ELEVATIONS drawing title
07/04/16
D
Bridge_1a_45
issue date
issue
project no.
12
MK
MK
author
checked
6
3,000
OF
sheet no.
MIN
ACHIEVE_1_AL_L_M_I NOTES
RENDERED AND PAINTED
BAGGED AND PAINTED
450
600
COLORBOND CUSTOM ORB ROOF SHEETING at 22.5 deg. PITCH COLORBOND CUSTOM ORB ROOF SHEETING at 22.5 deg. PITCH COLORBOND 150 SLOTTED QUAD GUTTERS AND FASICAS
HEAD HEIGHT W03
W06
W08
W05
2,440
HARDIES PRIMELINE NEWPORT CLADDING
W04
2,100
W02
GROUND FLOOR
SELECTED BRICKWORK RENDERED AND PAINTED
HARDIES PRIMELINE NEWPORT CLADDING
100X100 TIMBER POST IN GI POST BRACKETS SELECTED BRICKWORK BAGGED AND PAINTED
NORTH WEST ELEVATION Scale 1:100
BP16/0138
APPROVED 11 Apr 2016 REFER TO DECISION NOTICE FOR CONDITIONS Issue D_#Issue Stamp_07/04/16
E:\002_GrowDDC\001_Jobs\Bridgeman Downs\LOT 45_TRANQUIL_1_AL_L_M_2.pln
U/S OF TRUSS
COLORBOND CUSTOM ORB ROOF SHEETING at 22.5 deg. PITCH WITH R2.5 INSULATION IN CEILING 1,000 O/H
ENGINEERED DESIGN ROOF TRUSSES at 600 crs. MAX INSTALLED IN ACCORDANCE WITH MANUFACTURES SPECIFICATIONS
GROW DDC Unit 3 73-75 Steel Street Capalaba, Qld 4157 telephone: facsimile:
07 3390 2295 07 3823 1121
web:
growddc.com.au COPYRIGHT
U/S OF TRUSS 10mm PLASTERBOARD WALLS AND CEILINGS
2,100
2,440
HEAD HEIGHT
MASTER BEDROOM
MEALS
©
All rights reserved. This work is copyright and cannot be reproduced or copied in any form or by any means (graphic, electronic or mechanical, including photocopying) without the written permission of Grow DDC
MPR
GARAGE
Use figured diemensions. DO NOT SCALE Check all dimensions on site before fabrications or set out
GROUND FLOOR Grow DDC client
Lot 45 Canopus Street Bridgeman Downs site address
SLAB AND FOOTINGS TO ENGINEERS DETAILS
SECTION A-A
WD_05.0_SECTIONS drawing title
Scale 1:100
07/04/16
D
Bridge_1a_45
issue date
issue
project no.
12
MK
MK
author
checked
7
OF
sheet no.
ACHIEVE_1_AL_L_M_I NOTES
450
COLORBOND CUSTOM ORB ROOF SHEETING at 22.5 deg. PITCH WITH R2.5 INSULATION IN CEILING
ENGINEERED DESIGN ROOF TRUSSES at 600 crs. MAX INSTALLED IN ACCORDANCE WITH MANUFACTURES SPECIFICATIONS
U/S OF TRUSS
2,100
2,440
LIVING
MEALS
KITCHEN
GROUND FLOOR
SLAB AND FOOTINGS TO ENGINEERS DETAILS
SECTION B-B
APPROVED
Scale 1:100
BP16/0138
11 Apr 2016 REFER TO DECISION NOTICE FOR CONDITIONS Issue D_#Issue Stamp_07/04/16
E:\002_GrowDDC\001_Jobs\Bridgeman Downs\LOT 45_TRANQUIL_1_AL_L_M_2.pln
10mm PLASTERBOARD WALLS AND CEILINGS
HEAD HEIGHT
GROW DDC Unit 3 73-75 Steel Street Capalaba, Qld 4157
Tie down Requirements N2 Sheet Roof 6500 Roof Load Width Slab on Ground Joint Group
Member
Fixing Spacing
Uplift Force
Nominal Fixing
Additional Member Tie Down Required
Reerence Table AS 1684.2
Resistance Provided
telephone: facsimile:
07 3390 2295 07 3823 1121
web:
growddc.com.au
ROOF FRAMING
WALL FRAMING
COPYRIGHT
Bottom Plate to Slab
JD4
1200 crs max
3.3KN
1 Masonry Nail, Screw or Bolt @ 1200 crs max
M10 Bolt @ 1200 max crs
Table 9.18(d)
15.0KN
Top Plate to slab @ 1200 crs
JD4
1200 max
5.8KN
2/75mm Nails @ 600 max crs
M10 Rod @ 1200 max crs
Table 9.19(f)
15KN
Noggings to Studs
JD4
1200 crs max
2/75x3.05mm Skew Nails
Table 9.4
Ribbon Plate to top Plate
JD4
As per Stud Spacing
2/75x3.05mm Skew Nails
figue 9.2(c)
Lintels
JD4
3000 crs max
16.0KN
2/75x3.05mm Skew Nails
M12 Rod Each side of opening
Table 9.20(c)
20KN
Trusses to Plate
JD4
600 crs max
2.9KN
2/75x3.05mm Skew Nails
30x0.8mm GI strap 3/2.8mm dia Nails each end 30x0.8mm GI strap 3/2.8mm dia Nails each end 50x1.8 GI Strap with 75mm No. 14 Type 17 screw each side
Table 9.21(c)
4.7KN
©
All rights reserved. This work is copyright and cannot be reproduced or copied in any form or by any means (graphic, electronic or mechanical, including photocopying) without the written permission of Grow DDC Use figured diemensions. DO NOT SCALE Check all dimensions on site before fabrications or set out
Grow DDC client
Lot 45 Canopus Street Bridgeman Downs site address
Rafters to Plate
JD4
600 crs max
2.9KN
2/75x3.05mm Skew Nails
Rafters to Verandah Plates
JD4
600 crs max
2.9KN
2/75x3.05mm Skew Nails
Roofing Battens Metal
900 crs max
WD_07.0_ROOF FRAMING drawing title
Table 9.21(c)
4.7KN
Table 9.22(h)
8.0KN
07/04/16
D
Bridge_1a_45
issue date
issue
project no.
12
MK
MK
author
checked
8
OF
sheet no.
ACHIEVE_1_AL_L_M_I NOTES
0.79KN To Manufactures Spec.
Verandah Plate & Roof Beams to Posts
J2
3000 crs max
16.0KN
2/M16 Bolts
Table 9.20(i)
19.0KN
Posts to Footings
J2
3000 crs max
16.0KN
2/M10 Bolts with 50x8mm MS Stirrup
Table 9.20(j)
17.0KN
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH THE BCA VOL 2. ALL FRAMING, BRACING AND TIE-DOWN CONNECTIONS TO BE IN ACCORDANCE WITH AS 1684.2-2006 FOR WIND CLASSIFICATION "N2" (W33N). PINE ROOF TRUSSES TO BE ENGINEER DESIGNED AND INSTALLED TO MANUFACTUERS SPECIFICATIONS. PROVIDE FLASHINGS TO ALL DOORS AND WINDOW HEADS, SILLS AND JAMBS.
Wall Studs
70x35 MGP 10 @ 450 crs
Top Plate
2/35x70 MGP 12
Noggings
70x35 MGP 10 @ 1350 max crs
Bottom Plates
35x70 MGP 10
Wall Studs
70x35 MGP 10 @ 600 crs
Top Plate
35x70 MGP 10
Noggings
70x35 MGP 10 @ 1350 max crs
Bottom Plates
35x70 MGP 10
PINE ROOF TRUSSES SUPPORTING SHEETED ROOF at 600 crs TO BE DESIGNED & INSTALLED TO MANUFACTURER'S SPECIFICATIONS. REFER TO ARCHITECTURALS FOR ROOF PITCH.
ALL INTERNAL LOAD BEARING WALLS NEEDED FOR ROOF TRUSSES TO BE DESIGNATED AND DESIGNED BY ROOF TRUSS MANUFACTURES. IF GIRDER TRUSS LOCATIONS CHANGE TO THOSE SHOWN, THE TRUSS MANUFACTURER IS TO NOTIFY "HERITAGE PACIFIC".
40mm BHP STEEL ROOF BATTENS at 900crs or EQUIVALENT
ANY TIMBER DESIGN CHANGES MADE BY TIMBER MANUFACTURES TO BE DOCUMENTED AND A COPY SENT TO "HERITAGE PACIFIC". ALL EXPOSED TIMBERS TO BE DURABBILITY CLASS 2 OR TREATED TO HAZARD LEVEL 3
APPROVED BP16/0138
11 Apr 2016 REFER TO DECISION NOTICE FOR CONDITIONS Issue D_#Issue Stamp_07/04/16
E:\002_GrowDDC\001_Jobs\Bridgeman Downs\LOT 45_TRANQUIL_1_AL_L_M_2.pln
nonLBWs
External & Internal LBWs
Framing Schedule
WATERPROOFING OF INTERNAL WET AREAS WITHIN RESIDENTIAL BUILDINGS TO COMPLY WITH AS 3740 AND THE BCA Vol. 2 PART 3.8.1.
HORIZONTAL BUTT JOINTS PERMITTED, PROVIDED NAIL FIXED TO NOGGING at 50mm CENTRES.
50mm
FRAMING
NAIL SPACING
CODE
LENGTH
VALUE (KN)
TOP AND BOTTOM PLATES
150mm
BW1
METHOD-A
0.6m
3.84
ANY HORIZONTAL BUTT JOINTS
150mm
BW2
METHOD-B
0.9m
5.40
BOTTOM PLATE M12 ROD EACH END AND M12 BOLTS at 1200 crs MAX INTERMEDIATELY
150mm
BW3
METHOD-B
1.8m
10.80
INTERMEDIATE STUDS
300mm
BW4
METHOD-A
0.4m
2.56
BW5
METHOD-A
0.5m
3.20
Plywood Thickness
GROW DDC Unit 3 73-75 Steel Street Capalaba, Qld 4157 telephone: facsimile:
(# studs) - DENOTES NUMBER OF STUDS EACH END OF LINTEL. ALL STUDS TO BE 70x35 MGP10 STUDS U.N.O.
STUD SPACING
STRESS GRADE
450crs
600crs
F11
6mm
7mm
F14
4mm
6mm
F27
4mm
4.5mm
M12 BOLT EACH END AND 1200 max crs. INTERMEDIATELY
07 3390 2295 07 3823 1121
web:
growddc.com.au COPYRIGHT
©
All rights reserved. This work is copyright and cannot be reproduced or copied in any form or by any means (graphic, electronic or mechanical, including photocopying) without the written permission of Grow DDC
BOTTOM PLATE 50mm
Use figured diemensions. DO NOT SCALE Check all dimensions on site before fabrications or set out
Grow DDC
M16 ANCHOR RODS REQUIRED AT ENDS OF DOUBLE SHEETED BRACING WALLS
client
Lot 45 Canopus Street Bridgeman Downs site address
CROSS METAL STRAPS OR SHEET BRACING ON RAFTER OVERHANGS AS STATED IN AS 1684.2 FIGURE 8.7
BW2
Bridge_1a_45
issue
project no.
12
MK
MK
author
checked
OF
(3 studs)
BW2
2/190x35 MGP 12 (2 studs)
140x35 MGP 12
(2 studs)
140x35 MGP 12 (75x4 shs)
PINE ROOF TRUSSES TO BE ENGINEER DESIGNED AND INSTALLED TO MANUFACTUERS SPECIFICATIONS. PROVIDE FLASHINGS TO ALL DOORS AND WINDOW HEADS, SILLS AND JAMBS. WATERPROOFING OF INTERNAL WET AREAS WITHIN RESIDENTIAL BUILDINGS TO COMPLY WITH AS 3740 AND THE BCA Vol. 2 PART 3.8.1. ALL INTERNAL LOAD BEARING WALLS NEEDED FOR ROOF TRUSSES TO BE DESIGNATED AND DESIGNED BY ROOF TRUSS MANUFACTURES.
BW2
(3 studs)
ANY TIMBER DESIGN CHANGES MADE BY TIMBER MANUFACTURES TO BE DOCUMENTED AND A COPY SENT TO "HERITAGE PACIFIC".
BW2
ALL EXPOSED TIMBERS TO BE DURABBILITY CLASS 2 OR TREATED TO HAZARD LEVEL 3 (75x4 shs)
BRACING PLAN GROUND FLOOR
(100 F14 timber post)
ALL FRAMING, BRACING AND TIE-DOWN CONNECTIONS TO BE IN ACCORDANCE WITH AS 1684.2-2006 FOR WIND CLASSIFICATION "N2" (W33N).
IF GIRDER TRUSS LOCATIONS CHANGE TO THOSE SHOWN, THE TRUSS MANUFACTURER IS TO NOTIFY "HERITAGE PACIFIC". (2 studs)
(2 studs)
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH THE BCA VOL 2.
APPROVED
SCALE 1:100
BP16/0138
11 Apr 2016 REFER TO DECISION NOTICE FOR CONDITIONS Issue D_#Issue Stamp_07/04/16
E:\002_GrowDDC\001_Jobs\Bridgeman Downs\LOT 45_TRANQUIL_1_AL_L_M_2.pln
(2 studs)
195x65 HYNE 17C
BW2
(2 studs)
190x45 MGP 12
90x35 MGP 12
BW2 190x35 MGP 12
(3 studs)
D
issue date
9
(2 studs)
295x65 HYNE 17C
(3 studs)
BW2
BW1
LBW
NLBW
90x35 MGP 12
(2 studs)
BW1
90x35 MGP 12
BW1
BW2
07/04/16
sheet no.
(2 studs)
140x35 MGP 12
NLBW
BW2
BW1
drawing title
ACHIEVE_1_AL_L_M_I
(2 studs)
BW2 (2 studs)
(2 studs)
140x35 MGP 12
(2 studs)
140x35 MGP 12
(2 studs)
90x35 MGP 12
BW2
(2 studs)
140x35 MGP 12
BW2
BW2
(2 studs)
190x35 MGP 12
(2 studs)
WD_08.0_BRACING PLAN
NOTES
BW2
REQUIRED - 45.99 KN ACHIEVED - 70.80 KN
DIRECTION 'B'
BW2
190x35 MGP 12
NLBW
(2 studs)
BW2
(2 studs)
(3 studs)
140x35 MGP 12
140x35 MGP 12 140x35 MGP 12
(2 studs)
BW2
190x35 MGP 12
BW2
90x35 140x35 MGP 12 MGP 12 (2 studs)
(4 studs)
(2 studs)
190x35 MGP 12
195x65 HYNE 17C
BW2
(100 F14 timber post)
DIRECTION 'A'
BW2
195x65 HYNE 17C
CROSS METAL STRAPS OR SHEET BRACING ON RAFTER OVERHANGS AS STATED IN AS 1684.2 FIGURE 8.7
BW2
BW2
REQUIRED - 19.25 KN ACHIEVED - 61.68 KN
TYPE
ALL VERTICAL EDGES
INTERMEDIATE EDGES
TOP PLATE
VERTICAL EDGES
PROVIDED NAIL FIXED TO NOGGING at 50mm CENTRES.
INTERMEDIATE EDGES
VERTICAL EDGES
METHOD - A
BLOCKING PIECES TO BOTH SIDES LARGE ENOUGH TO AVOID SPLITTING WITH 2/No.14 TYPE 17 SREWS BLOCKING PIECES TO BOTH SIDES LARGE ENOUGH TO AVOID SPLITTING WITH 2/No.14 TYPE 17 SREWS
2/30x0.8mm G.I. STRAPS WITH 4/2.8Ø NAILS EACH END OF STRAP
TOP PLATE
GROW DDC Unit 3 73-75 Steel Street Capalaba, Qld 4157
FRAMING ANCHORS (leg not bent) 6/2.8mm Ø NAILS EACH FACE
telephone: facsimile: web:
growddc.com.au COPYRIGHT
TOP PLATE GAP TO TRUSS
BOTTOM CHORD
07 3390 2295 07 3823 1121
INTERNAL BRACING WALL
©
All rights reserved. This work is copyright and cannot be reproduced or copied in any form or by any means (graphic, electronic or mechanical, including photocopying) without the written permission of Grow DDC Use figured diemensions. DO NOT SCALE Check all dimensions on site before fabrications or set out
INTERNAL BRACING WALL
90x35 BLOCK
BRACING WALL
GAP TO TRUSS
Grow DDC client
Lot 45 Canopus Street Bridgeman Downs
EXTERNAL WALL
site address
BRACING WALL TO EXTERNAL WALL
TRUSSES / FLOOR JOISTS PARALLEL TO BRACING WALL
TABLE 8.22 (k) N.T.S.
TABLE 8.22 (j) N.T.S.
TABLE 8.22 (e) N.T.S.
30x0.8mm G.I. STRAP WITH 4/2.8 mm Ø NAILS EACH END at 3000 crs max.
10mm GAP FROM BOTTOM CHORD TO TOP PLATE
Fig 6.11(b)
12
MK
MK
author
checked
OF
NOTES
PINE ROOF TRUSSES TO BE ENGINEER DESIGNED AND INSTALLED TO MANUFACTUERS SPECIFICATIONS. PROVIDE FLASHINGS TO ALL DOORS AND WINDOW HEADS, SILLS AND JAMBS. WATERPROOFING OF INTERNAL WET AREAS WITHIN RESIDENTIAL BUILDINGS TO COMPLY WITH AS 3740 AND THE BCA Vol. 2 PART 3.8.1. ALL INTERNAL LOAD BEARING WALLS NEEDED FOR ROOF TRUSSES TO BE DESIGNATED AND DESIGNED BY ROOF TRUSS MANUFACTURES. IF GIRDER TRUSS LOCATIONS CHANGE TO THOSE SHOWN, THE TRUSS MANUFACTURER IS TO NOTIFY "HERITAGE PACIFIC".
TOP PLATE
TRUSSES AT RIGHT ANGLE TRUSS BINDERS Fig 6.10 (b) TO NON-LOADBEARING INTERNAL WALL
project no.
ALL FRAMING, BRACING AND TIE-DOWN CONNECTIONS TO BE IN ACCORDANCE WITH AS 1684.2-2006 FOR WIND CLASSIFICATION "N2" (W33N).
BLOCKING SIZE AS FOR BOTTOM CHORD OF TRUSS
EXTERNAL WALL
Bridge_1a_45
issue
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH THE BCA VOL 2.
10mm GAP FORM BOTTOM CHORD TO TOP PLATE NAIL BLOCK TO TOP PLATE WITH 2/75mm Ø NAILS
D
issue date
ACHIEVE_1_AL_L_M_I
TOP PLATE
SLOTTED BRACKET AT 1800mm crs TO ALLOW VERTICAL MOVEMENT OF TRUSS
07/04/16 10
BINDER (tie) 35x70 mm
TRUSS AT RIGHT ANGLE TO WALL
drawing title
sheet no.
SLOTTED BRACKET at 1800crs FIXED TO INTERNAL WALL
90x35 BLOCK
WD_08.1_BRACING PLAN
ANY TIMBER DESIGN CHANGES MADE BY TIMBER MANUFACTURES TO BE DOCUMENTED AND A COPY SENT TO "HERITAGE PACIFIC".
TRUSSES PARALLEL TO NON-LOADBEARING INTERNAL WALL
ALL EXPOSED TIMBERS TO BE DURABBILITY CLASS 2 OR TREATED TO HAZARD LEVEL 3
Fig 6.11(a)
N.T.S.
APPROVED BP16/0138
11 Apr 2016 REFER TO DECISION NOTICE FOR CONDITIONS Issue D_#Issue Stamp_07/04/16
E:\002_GrowDDC\001_Jobs\Bridgeman Downs\LOT 45_TRANQUIL_1_AL_L_M_2.pln
TRUSSES / FLOOR JOISTS AT RIGHT ANGLES TO BRACING WALLS
GROW DDC Unit 3 73-75 Steel Street Capalaba, Qld 4157 telephone: facsimile:
POWER DOUBLE 10a GPO - at 300mm U.N.O.
w U A/C
EXTERNAL WATERPROOF DOUBLE GPO
t
SINGLE 10a GPO - at 300mm U.N.O.
SINGLE 10a GPO WITH TIMER
NIT
web:
growddc.com.au COPYRIGHT
©
All rights reserved. This work is copyright and cannot be reproduced or copied in any form or by any means (graphic, electronic or mechanical, including photocopying) without the written permission of Grow DDC Use figured diemensions. DO NOT SCALE Check all dimensions on site before fabrications or set out
TV F
07 3390 2295 07 3823 1121
SPLIT
PHONE - at 300mm U.N.O.
F
Grow DDC client
Lot 45 Canopus Street Bridgeman Downs
SENSORS F
SPEAKER OUTPUT POINT
F
S/B
F
F
F
V
F
F
DW U/B
07/04/16
D
Bridge_1a_45
issue date
issue
project no.
12
MK
MK
author
checked
drawing title
11
GAS HOT WATER UNIT
F
F
LIGHTING/MISC.
PSU
F
HWS GAS BOTTLES
2 x 36w FLUORESCENT BATTEN MTD WITH DIFFUSER (1200lg)
ONT METER BOX
NOTES
INSTALLATION OF ELECTRICAL CABLES AND FITTINGS TO COMPLY WITH RELEVANT AUSTRALIAN STANDARDS.
G.P.O. IN BATHROOM TO BE AT LEAST THE min. DISTANCE FROM WATER SPOUTS ALLOWED UNDER THE B.C.A. AND REVELVANT AUSTRALIAN STANDARDS.
F
COMPACT FLUORESCENT LIGHT
ALL G.P.O.'S, SWITCHES AND OTHER FITTINGS TO BE AS PER BUILDING SPECIFICATIONS.
V
12 volt DOWNLIGHT
ALL G.P.O. IN MASTER BEDROOM MUST BE WIDE ENOUGH TO ACCOMODATE A QUEEN SIZE BED (1800mm).
WALL MOUNTED LIGHT UP/DOWN LIGHT
LEGEND
ACHIEVE_1_AL_L_M_I
CHECK WITH KITCHEN DRAWINGS THAT THE POSITION OF DISHWASHER GPO WILL ACCOMODATE DISHWASHER SPACE AND HAS TO BE POSITIONED UNDER A BENCH AND NOT DIRECTLY IN THE DISHWASHER SPACE.
DATA BOX
RH/O/CT
OF
sheet no.
DATA POINT
MW U/B F
METER BOX (TO HAVE OFF PEAK METER)
CEILING EXHAUST FAN 25 L/SEC TO BE CONNECTED TO LIGHT SWITCH
V
F
WD_10.0_ELECTRICAL PLAN
SMOKE DETECTOR 240 volt MAINS SUPPLIED WITH 9 volt BATTERY BACKUP
F
F
SUB BOARD
METER BOX
HWS
F
site address
ELECTRICAL PLAN
DW U/B
DISH WASHER (GPO UNDER BENCH)
GROUND FLOOR
RH
RANGEHOOD
WM
WASHING MACHINE
ST
STOVE
REF
REFRIGERATOR
HP
HOT PLATE
HEATER/FAN/LIGHT (4 GLOBE)
WASHING MACHINE G.P.O. HEIGHT 1200mm.
MW / UB
MICROWAVE (GPO UNDER BENCH)
HEATER/FAN/LIGHT (2 GLOBE)
STANDARD SWITCH HEIGHT 1100mm UNLESS NOTED OTHERWISE.
ONT
OPTICAL NETWORK TERMINATOR (TELSTRA VELOCITY)
PSU
POWER SUPPLY UNIT (TELSTRA VELOCITY)
SCALE 1:100
EXTERNAL BUNKER LIGHT
HOT PLATE AND WALL OVEN TO BE WIRED TO ISOLATION SWITCH POSITIONED AWAY FROM HOT PLATE. PREFERABLY ABOVE BENCH. FRIDGE G.P.O. HEIGHT TO BE 1700mm.
SENSOR FLOOD LIGHT
KITCHEN BENCH G.P.O. HEIGHT 180mm. ABOVE BENCH, WHERE APPLICABLE. RANGEHOOD G.P.O. HEIGHT TO BE 1800mm.
CEILING FAN
STANDARD G.P.O. HEIGHT 300mm ABOVE FINISHED FLOOR UNLESS NOTED OTHERWISE.
APPROVED
CEILING FAN AND LIGHT
ELECTRICTION TO REFER TO CABINET MAKERS PLANS AND DETAILS FOR LOCATION OF MOCROWAVE. SMOKE DETECTORS TO COMPLY WITH PART
BP16/0138
3.7.2, Vol. 2 OF THE BCA AND AS 1670-1997. 11 Apr 2016 SMOKE DETECTORS TO BE INTERCONNECTED SO THAT ANY ALARM WILL BE REFER TO DECISION NOTICE SIMULTANEOUSLY RAISED IF ONE IS SET OFF. FOR CONDITIONS
Issue D_#Issue Stamp_07/04/16
E:\002_GrowDDC\001_Jobs\Bridgeman Downs\LOT 45_TRANQUIL_1_AL_L_M_2.pln
F
GROW DDC Unit 3 73-75 Steel Street Capalaba, Qld 4157
1
2
2
2
2
6
7
1
telephone: facsimile:
1
07 3390 2295 07 3823 1121
web:
2
growddc.com.au COPYRIGHT
5
1
5
SOUTH WEST ELEVATION Scale 1:100
©
All rights reserved. This work is copyright and cannot be reproduced or copied in any form or by any means (graphic, electronic or mechanical, including photocopying) without the written permission of Grow DDC
NORTH EAST ELEVATION
Use figured diemensions. DO NOT SCALE Check all dimensions on site before fabrications or set out
Scale 1:100
Grow DDC client
Lot 45 Canopus Street Bridgeman Downs site address
WD_17.1_EXTERNAL PAINT LOCATIONS drawing title
07/04/16
D
Bridge_1a_45
issue date
issue
project no.
12
MK
MK
author
checked
12
OF
sheet no.
ACHIEVE_1_AL_L_M_I
1
1
2
2
2
NOTES
WINDSPRAY
1
1
ROOF METAL - COLORBOND - WINDSPRAY
5
1
GUTTERS & FASCIAS - COLORBOND - WINDSPRAY
SOUTH EAST ELEVATION
WINDOWS & SLIDING DOORS - STEGBAR - ULTRA SILVER
Scale 1:100
1. WALL FEATURE - WATTYL - RHINO 2. WALL MAIN - WATTYL - ALABASTER 3. WALL OPTIONAL - WATTYL - ETHEREAL GREY 4. FACE BRICKWORK - PGH NATURALS - FROST
2
2
1
2
5
2
5. TIMBER WORK - TIMBER STAIN FINISHED 6. GARAGE DOOR - COLORBOND - WINDSPRAY 7. FRONT DOOR - HUMES NEWINGTON XN16_2040X820 PAINT -WATTYL - RHINO
APPROVED
NORTH WEST ELEVATION Scale 1:100
DRIVEWAYS - EXPOSED AGGEGRATE - HOLCIM - BLACKWOOD 11 Apr 2016
BP16/0
REFER TO DECISION NOTICE FOR CONDITIONS
- ELITE 1 LETTERBOX 38
Issue D_#Issue Stamp_07/04/16
E:\002_GrowDDC\001_Jobs\Bridgeman Downs\LOT 45_TRANQUIL_1_AL_L_M_2.pln
1
Proposed Residence
ISSUE DATE
ISSUE
AUTHOR
CHECKED BY
INITIAL WORKING DRAWINGS
28/01/16 A
MK
MK
CHANGE OF DESIGN TO BLOCK
21/02/16 B
MK
MK
ENGINEERING CHANGES
29/03/16 C
MK
MK
COVENANT CHANGES
07/04/16 D
MK
MK
NOTES
Grow DDC CLIENT
Lot 45 Canopus Street Bridgeman Downs SITE
Real Property Description LOT 45 ON SP 277330 PARISH OF BUNYA COUNTY OF STANLEY AREA OF 400M2
APPROVED telephone: 07 3390 2295
facsimile: 07 3823 1121
Unit 3, 73 -75 Steel Street, Capalaba, Qld 4157 growddc.com.au
JOB No.
SHEET No.
Bridge_1a_45 COVER SHEET
HOUSE DESIGN
ISSUE DATE
ISSUE
B P 1 6 07/04/16 / 0 1 3D8
ACHIEVE_1_AL_L_M_I
E:\002_GrowDDC\001_Jobs\Bridgeman Downs\LOT 45_TRANQUIL_1_AL_L_M_2.pln
AUTHOR
MK
11 Apr 2016 CHECKED BY TO DECISION NOTICE REFER Use figured diemensions. DO NOT SCALE Check all dimensions on site before fabrications or set out FOR CONDITIONS
MK
COPYRIGHT
©
All rights reserved. This work is copyright and cannot be reproduced or copied in any form or by any means (graphic, electronic or mechanical, including photocopying) without the written permission of Grow DDC
GROW DDC Unit 3 73-75 Steel Street Capalaba, Qld 4157 telephone: facsimile:
LOT 44
web:
PAD LEVEL RL 38.550
3,400 OMP
DRIVEWAY AS SPECIFIED
OMP
OMP
METER BOX
40.000
CLOTHES LINE AS SPECIFIED MOUNTED ON FENCE POSTS
4,950 OMP
EXISTING ESTATE RETAINING WALL
550 5,500 SET OUT GARAGE WALL
1800 HIGH APPEARANCE GRADE HARDWOOD BATTEN FENCE WITH 900 WIDE GATE
EXISTING FOOTPATH
23,840 1800 HIGH FENCE AS SPECIFIED
PAD LEVEL RL 40.65
NO
R
Real Property Description
SITE PLAN SCALE 1:200
Grow DDC client
Lot 45 Canopus Street Bridgeman Downs site address
WD_01.0_SITE PLAN drawing title
07/04/16
D
Bridge_1a_45
issue date
issue
project no.
12
MK
MK
author
checked
2
OF
sheet no.
ACHIEVE_1_AL_L_M_I
BUILDER TO IDENTIFY ALL SERVICES BEFORE COMMENCEMENT OF WORK. BUILDER TO INDENTIFY ALL CORNER STAR PEGS ON SITE AND CONSIDER IDENTIFICATION SURVEY BEFORE CONSTRUCTION COMMENCES. ALL SITEWORKS ARE TO BE CARRIED OUT TO THE SATISFACTION OF THE GEOTECHNICAL ENGINEERS. NO HYDRAULIC SERVICES SHALL RUN UNDER OR UNDERMINE THE FOOTINGS WITHOUT THE PRIOR CONSENT OF THE SUPERVISING ENGINEER. ALL UNDERGROUND SERVICES SHALL BE EXCAVATED WITH THE TRENCH CUT TO SHED WATER AWAY FROM BUILDING. FREE DRAINING GRAVEL FILL TYPICAL AGAINST ALL RETAINING WALLS AS SPECIFIED BY ENGINEER.
LOT 46
TH
C A N O P U S
13.000 m 300 14' 30''
GAS BOTTLES
Use figured diemensions. DO NOT SCALE Check all dimensions on site before fabrications or set out
NOTES
8 m2
1,000
EMT K
500 WALL
450 1,150
OMP
EARTHWORKS PLATFORM RL 39.400 SLAB LEVEL RL 39.785
HWS
39.000
13.000 m 120 14' 30''
PROPOSED DWELLING
36 m2
1,000
STORMWATER GULLY PIT
30.800 m 30 14' 30''
30.800 m 210 14' 30''
1,600
2,000 EMT K
39.500
1800 HIGH FENCE AS SPECIFIED
SEWER HOUSE CONNECTION SL 39.179 IL 37.586
S T R E E T
1800 HIGH APPEARANCE GRADE HARDWOOD BATTEN FENCE WITH 900 WIDE GATE
©
All rights reserved. This work is copyright and cannot be reproduced or copied in any form or by any means (graphic, electronic or mechanical, including photocopying) without the written permission of Grow DDC
LOT 45 ON SP 277330 PARISH OF BUNYA COUNTY OF STANLEY AREA OF 400M2
FIELD GULLYS WHERE REQUIRED, TO BE LOCATED BY BUILDER UNLESS NOTED ON DRAWINGS. ALL STORM WATER TO DISCHARGE TO STREET CHANNEL OR STORM WATER DRAIN GUTTERS AND DOWNPIPES TO BE IN ACCORDANCE WITH PART 3.5.2 OF THE B.C.A
APPROVED BP16/0138
11 Apr 2016 REFER TO DECISION NOTICE FOR CONDITIONS Issue D_#Issue Stamp_07/04/16
E:\002_GrowDDC\001_Jobs\Bridgeman Downs\LOT 45_TRANQUIL_1_AL_L_M_2.pln
600
6,000
EXISTING ESTATE RETAINING WALL
growddc.com.au COPYRIGHT
26,320 1800 HIGH FENCE AS SPECIFIED
OMP
07 3390 2295 07 3823 1121
GROW DDC Unit 3 73-75 Steel Street Capalaba, Qld 4157 telephone: facsimile:
21,400 3,530 100 600
5,120
web:
1,720
5,640
2,830
3,070
COPYRIGHT
CL
485
1,385
150 550
325
75
D
Bridge_1a_45
issue date
issue
project no.
12
MK
MK
author
checked
3
OF
sheet no.
ACHIEVE_1_AL_L_M_I NOTES
SUBTERRANEAN TERMITE PROTECTION TO COMPLY WITH AS 3660.1. A CERTIFICATE OF COMPLIANCE MUST BE ISSUED TO THE LOCAL AUTHORITY AND THE OWNER ON COMPLETION. PROVIDE MANUFACTURER'S WARRANTY. BUILDER TO VERIFY ALL DIMENSIONS AND LEVELS PRIOR TO COMMENCEMENT OF EARTHWORKS.
150
REINFORCED CONCRETE SLAB min. 225mm ABOVE FINISHED NATURAL GROUND LEVEL TO ENGINEERS DESIGN.
350
1,220
845
1,460
CL
185
REINFORCED CONCRETE FOOTINGS AND RETAINING WALLS TO ENGINEERS DESIGNED.
400 CL 8,420
4,000
6,980
1,550
450 21,400
SLAB AND FOOTING PLAN Scale 1:100
APPROVED BP16/0138
11 Apr 2016 REFER TO DECISION NOTICE FOR CONDITIONS Issue D_#Issue Stamp_07/04/16
E:\002_GrowDDC\001_Jobs\Bridgeman Downs\LOT 45_TRANQUIL_1_AL_L_M_2.pln
CL
890
CL CL
07/04/16
BUILDER TO CONFIRM SETOUT DIMENSIONS PRIOR TO SLAB BEING POURED.
5,640
CL
2,340
drawing title
600 100
6,610
3,789
6,160
CL
site address
1,320
1,070 1,400
CL
970
Lot 45 Canopus Street Bridgeman Downs
10,400
CL
100
150
970 350
CL
STEP DOWN
3,080
CL
client
1,570
1,125
5,160
450
670
Grow DDC
1,720
640 1,005
400
4,240
CL
1,360
Use figured diemensions. DO NOT SCALE Check all dimensions on site before fabrications or set out
WD_02.0_FOUNDATION LAYOUT
CL
STEP DOWN
10,850
CL
CL
SLAB & FOOTING DESIGN TO ENGINEERS DETAILS
©
All rights reserved. This work is copyright and cannot be reproduced or copied in any form or by any means (graphic, electronic or mechanical, including photocopying) without the written permission of Grow DDC
450
600 100
STEP DOWN
3,990
4,690
1,895
growddc.com.au
600
450
1,875
1,720
CL
CL
CL
07 3390 2295 07 3823 1121
20,950
GROW DDC 17,050
70
4,900 220
930
70
70
3,000
3,900
530 70 70
930
70
1,580
70
1,800
70
5,640
W03
W3
1540X1210
Awning
W4
1200X1810
SW
W5
0944X0730
SW
RWDP
HWS
220
2100X3130
SD
W8
2100X2410
SD
70
1,580
3,900
2,280
1,340
530
1,420 70
4,520 70 7,980
220
6,000
6,600
550
3,990
6,000
W9
0600X2110
SW
W10
1200X0750
Awning
W11
0600X1810
SW
GROUND FLOOR PLAN
W12
2100X2410
SD
Scale 1:100
W13
1540X1210
Awning
70
220
12
MK
MK
author
checked
OF
6,740
NOTES
SHOWER ROSES: ALL SHOWER ROSES TO BE A 3 STAR RATING UNDER THE WATER EFFICIENCY LABELLING SCHEME (WELS)
220
TAPWARE: ALL LAUNDRY TUB, KITCHEN SINK AND BATHROOM BASIN TAPWARE TO BE A 3 STAR RATING UNDER THE WATER EFFICIENCY LABELLING SCHEME (WELS)
ENERGY EFFICIENT LIGHTING: FLUORESCENT LIGHTS OR COMPACT FLUORESCENT LIGHTS (CFLs) ARE USED IN 80% OF THE TOTAL LIGHT FITTINGS.
1,100
1,650 220
220
project no.
VOLUME OF WATER USED IN TOILET: ALL TOILETS CISTERNS TO HAVE A DUAL FUSH FUNCTION AND HAVE A min 4 STAR RATING (WELS)
550
70
70 220
3,000
3,000 5,720
3,900 75x4 shs
70
3,690
Bridge_1a_45
issue
WATER SUPPLY: IN A SERVICE AREA FOR RETAIL WATER SERVICE UNDER THE WATER ACT 2000, THE WATER SUPPLIED TO A NEW CLASS 1 BUILDING DOES NOT EXCEED PRESSURE LEVELS SET OUT IN AS/NZ 3550.1:2003 AND IF THE MAIN WATER PRESSURE EXCEEDS OR COULD EXCEED 500 Kpa, A WATER PRESSURE LIMITING DEVICE IS INSTALLED TO ENSURE THAT THE MAXIMUM OPERATING PRESSURE AT THE OUTLET WITHIN THE BOUNDARIES OF THE PROPERTY DOES NOT EXCEED 500 Kpa.
B 70
1,900
70
530 TAP
D
issue date
REQUIREMENTS FOR SUSTAINABLE BUILDINGS
METER BOX
GAS BOTTLES
07/04/16
ACHIEVE_1_AL_L_M_I
o/h 550 70
1,100
820 2100X4800 PANEL LIFT
L'DRY
RWDP
W11
4,010
A
220
PANTRY
Awning
W7
W12
AREAS
SW
KITCHEN FRIG
drawing title
4
1,000
VBASIN
GARAGE
MW / UB
RH/HP/OVEN / ELECTRIC
WD_03.0 _GROUND FLOOR PLAN
sheet no.
RWDP
WIR
site address
75x4 shs
820
SNK DW
720
TAP
1,000
220 1,000
0600X1810
WM
W09
CARPET
Lot 45 Canopus Street Bridgeman Downs
TILES
BRM FINISHED CONCRETE
STORAGE
M.P.R.
CARPET
PORCH
Grow DDC client
100x100 HWD TIMBER POSTS
MH
TUB
TILES
MASTER BEDROOM
WINDOW SCHEDULE Description
420
RWDP
70 530
MEALS
3,900
4,500
820
70 220
2,150
820
820
BRM
1,100
1,100 70 3,500
220 5,720
LINEN
RWDP
SHW
TILES
as specified
820
W01
TILES
V.BASIN
W13
ENTRY
W10
1540X1210
CARPET
CARPET
W08
RWDP
W6
BED 2
BED 3
70
720
820
TILES
W07
BATH
720
©
Use figured diemensions. DO NOT SCALE Check all dimensions on site before fabrications or set out
1,350 70
220 1,930 1,000
TOWEL RAIL
fw
CARPET
LIVING
SHW
W2
RWDP
as specified
BED 4
ENS.
growddc.com.au
All rights reserved. This work is copyright and cannot be reproduced or copied in any form or by any means (graphic, electronic or mechanical, including photocopying) without the written permission of Grow DDC
W02 ROBE
WC
ALFRESCO
WC
web: 450
70
380
W04 RWDP
BATH
70
3,000
4,170
W05
ROBE as specified
720
Awning
220
1,430
220
70
450 220 4,020
W06 RWDP
A
1540X1210
70
07 3390 2295 07 3823 1121
COPYRIGHT
820
W1
220
telephone: facsimile:
530 70
3,600 1,350
TILES
Size
3,000
1,580
100x100 HWD TIMBER POSTS
No.
70
70
3,000
ROBE
2,860
Unit 3 73-75 Steel Street Capalaba, Qld 4157
LIVING GARAGE ALFRESCO PORCH
TOTAL
BP16/0138
146M2 40M2 12M2 2M2
HOT WATER SUPPLY: A HOT WATER SUPPLY IS PROVIDED BY: (a) A HEAT PUMP OR A SOLAR HOT WATER SYSTEM THAT IS ELIGIBLE TO RECEIVE: (i) IN A BUILDING WITH 3 OR MORE BEDROOM, AT LEAST 22 RENEWABLE ENERGY CERTIFICATES OR (ii) IN A BUILDING WITH 1 OR 2 BEDROOMS, AT LEAST 14 RENEWABLE ENERGY CERTIFICATES OR (b) A GAS HOT WATER SYSTEM WITH A FIVE STAR ENERGY RATING.
APPROVED
200M2
11 Apr 2016 REFER TO DECISION NOTICE FOR CONDITIONS
Issue D_#Issue Stamp_07/04/16
E:\002_GrowDDC\001_Jobs\Bridgeman Downs\LOT 45_TRANQUIL_1_AL_L_M_2.pln
220
as specified
220
450
GROW DDC
600
Unit 3 73-75 Steel Street Capalaba, Qld 4157 telephone: facsimile:
COLORBOND CUSTOM ORB ROOF SHEETING at 22.5 deg. PITCH
COLORBOND CUSTOM ORB ROOF SHEETING at 22.5 deg. PITCH
07 3390 2295 07 3823 1121
web:
growddc.com.au
COLORBOND 150 SLOTTED QUAD GUTTERS AND FASICAS
COPYRIGHT
U/S OF TRUSS
2,100
SELECTED BRICKWORK RENDERED AND PAINTED
HARDIES PRIMELINE NEWPORT CLADDING
2,440
HEAD HEIGHT W01
©
All rights reserved. This work is copyright and cannot be reproduced or copied in any form or by any means (graphic, electronic or mechanical, including photocopying) without the written permission of Grow DDC Use figured diemensions. DO NOT SCALE Check all dimensions on site before fabrications or set out
GROUND FLOOR
Grow DDC client
Lot 45 Canopus Street Bridgeman Downs
100X100 TIMBER POST IN GI POST BRACKETS
COLORBOND AUTO PANEL LIFT GARAGE DOOR
site address
SELECTED BRICKWORK RENDERED AND PAINTED
WD_04.0_ELEVATIONS drawing title
NORTH EAST ELEVATION
07/04/16
D
Bridge_1a_45
issue date
issue
project no.
12
MK
MK
Scale 1:100
sheet no.
author
checked
5
OF
ACHIEVE_1_AL_L_M_I NOTES
600
COLORBOND CUSTOM ORB ROOF SHEETING at 22.5 deg PITCH
COLORBOND CUSTOM ORB ROOF SHEETING at 22.5 deg PITCH
COLORBOND 150 SLOTTED QUAD GUTTERS AND FASICAS HARDIES PRIMELINE NEWPORT CLADDING
HEAD HEIGHT 2,440
2,100
W09 W06
GROUND FLOOR
100X100 TIMBER POST IN GI POST BRACKETS
SELECTED BRICKWORK BAGGED AND PAINTED
APPROVED
SOUTH WEST ELEVATION Scale 1:100
BP16/0138
11 Apr 2016 REFER TO DECISION NOTICE FOR CONDITIONS Issue D_#Issue Stamp_07/04/16
E:\002_GrowDDC\001_Jobs\Bridgeman Downs\LOT 45_TRANQUIL_1_AL_L_M_2.pln
U/S OF TRUSS
BAGGED AND PAINTED
RENDERED AND PAINTED
GROW DDC 460
Unit 3 73-75 Steel Street Capalaba, Qld 4157
600
COLORBOND CUSTOM ORB ROOF SHEETING at 22.5 deg. PITCH
COLORBOND CUSTOM ORB ROOF SHEETING at 22.5 deg. PITCH
07 3390 2295 07 3823 1121
web:
HARDIES PRIMELINE NEWPORT CLADDING
COLORBOND 150 SLOTTED QUAD GUTTERS AND FASICAS
telephone: facsimile:
growddc.com.au COPYRIGHT
U/S OF TRUSS
©
All rights reserved. This work is copyright and cannot be reproduced or copied in any form or by any means (graphic, electronic or mechanical, including photocopying) without the written permission of Grow DDC
HEAD HEIGHT W12
2,100
W11
W13
Use figured diemensions. DO NOT SCALE Check all dimensions on site before fabrications or set out
2,440
W10
GROUND FLOOR
Grow DDC client
Lot 45 Canopus Street Bridgeman Downs site address
100X100 TIMBER POST IN GI POST BRACKETS
SELECTED BRICKWORK BAGGED AND PAINTED
SELECTED BRICKWORK BAGGED AND PAINTED
SOUTH EAST ELEVATION Scale 1:100
SELECTED BRICKWORK RENDERED AND PAINTED
WD_04.1_ELEVATIONS drawing title
07/04/16
D
Bridge_1a_45
issue date
issue
project no.
12
MK
MK
author
checked
6
3,000
OF
sheet no.
MIN
ACHIEVE_1_AL_L_M_I NOTES
RENDERED AND PAINTED
BAGGED AND PAINTED
450
600
COLORBOND CUSTOM ORB ROOF SHEETING at 22.5 deg. PITCH COLORBOND CUSTOM ORB ROOF SHEETING at 22.5 deg. PITCH COLORBOND 150 SLOTTED QUAD GUTTERS AND FASICAS
HEAD HEIGHT W03
W06
W08
W05
2,440
HARDIES PRIMELINE NEWPORT CLADDING
W04
2,100
W02
GROUND FLOOR
SELECTED BRICKWORK RENDERED AND PAINTED
HARDIES PRIMELINE NEWPORT CLADDING
100X100 TIMBER POST IN GI POST BRACKETS SELECTED BRICKWORK BAGGED AND PAINTED
NORTH WEST ELEVATION Scale 1:100
BP16/0138
APPROVED 11 Apr 2016 REFER TO DECISION NOTICE FOR CONDITIONS Issue D_#Issue Stamp_07/04/16
E:\002_GrowDDC\001_Jobs\Bridgeman Downs\LOT 45_TRANQUIL_1_AL_L_M_2.pln
U/S OF TRUSS
COLORBOND CUSTOM ORB ROOF SHEETING at 22.5 deg. PITCH WITH R2.5 INSULATION IN CEILING 1,000 O/H
ENGINEERED DESIGN ROOF TRUSSES at 600 crs. MAX INSTALLED IN ACCORDANCE WITH MANUFACTURES SPECIFICATIONS
GROW DDC Unit 3 73-75 Steel Street Capalaba, Qld 4157 telephone: facsimile:
07 3390 2295 07 3823 1121
web:
growddc.com.au COPYRIGHT
U/S OF TRUSS 10mm PLASTERBOARD WALLS AND CEILINGS
2,100
2,440
HEAD HEIGHT
MASTER BEDROOM
MEALS
©
All rights reserved. This work is copyright and cannot be reproduced or copied in any form or by any means (graphic, electronic or mechanical, including photocopying) without the written permission of Grow DDC
MPR
GARAGE
Use figured diemensions. DO NOT SCALE Check all dimensions on site before fabrications or set out
GROUND FLOOR Grow DDC client
Lot 45 Canopus Street Bridgeman Downs site address
SLAB AND FOOTINGS TO ENGINEERS DETAILS
SECTION A-A
WD_05.0_SECTIONS drawing title
Scale 1:100
07/04/16
D
Bridge_1a_45
issue date
issue
project no.
12
MK
MK
author
checked
7
OF
sheet no.
ACHIEVE_1_AL_L_M_I NOTES
450
COLORBOND CUSTOM ORB ROOF SHEETING at 22.5 deg. PITCH WITH R2.5 INSULATION IN CEILING
ENGINEERED DESIGN ROOF TRUSSES at 600 crs. MAX INSTALLED IN ACCORDANCE WITH MANUFACTURES SPECIFICATIONS
U/S OF TRUSS
2,100
2,440
LIVING
MEALS
KITCHEN
GROUND FLOOR
SLAB AND FOOTINGS TO ENGINEERS DETAILS
SECTION B-B
APPROVED
Scale 1:100
BP16/0138
11 Apr 2016 REFER TO DECISION NOTICE FOR CONDITIONS Issue D_#Issue Stamp_07/04/16
E:\002_GrowDDC\001_Jobs\Bridgeman Downs\LOT 45_TRANQUIL_1_AL_L_M_2.pln
10mm PLASTERBOARD WALLS AND CEILINGS
HEAD HEIGHT
GROW DDC Unit 3 73-75 Steel Street Capalaba, Qld 4157
Tie down Requirements N2 Sheet Roof 6500 Roof Load Width Slab on Ground Joint Group
Member
Fixing Spacing
Uplift Force
Nominal Fixing
Additional Member Tie Down Required
Reerence Table AS 1684.2
Resistance Provided
telephone: facsimile:
07 3390 2295 07 3823 1121
web:
growddc.com.au
ROOF FRAMING
WALL FRAMING
COPYRIGHT
Bottom Plate to Slab
JD4
1200 crs max
3.3KN
1 Masonry Nail, Screw or Bolt @ 1200 crs max
M10 Bolt @ 1200 max crs
Table 9.18(d)
15.0KN
Top Plate to slab @ 1200 crs
JD4
1200 max
5.8KN
2/75mm Nails @ 600 max crs
M10 Rod @ 1200 max crs
Table 9.19(f)
15KN
Noggings to Studs
JD4
1200 crs max
2/75x3.05mm Skew Nails
Table 9.4
Ribbon Plate to top Plate
JD4
As per Stud Spacing
2/75x3.05mm Skew Nails
figue 9.2(c)
Lintels
JD4
3000 crs max
16.0KN
2/75x3.05mm Skew Nails
M12 Rod Each side of opening
Table 9.20(c)
20KN
Trusses to Plate
JD4
600 crs max
2.9KN
2/75x3.05mm Skew Nails
30x0.8mm GI strap 3/2.8mm dia Nails each end 30x0.8mm GI strap 3/2.8mm dia Nails each end 50x1.8 GI Strap with 75mm No. 14 Type 17 screw each side
Table 9.21(c)
4.7KN
©
All rights reserved. This work is copyright and cannot be reproduced or copied in any form or by any means (graphic, electronic or mechanical, including photocopying) without the written permission of Grow DDC Use figured diemensions. DO NOT SCALE Check all dimensions on site before fabrications or set out
Grow DDC client
Lot 45 Canopus Street Bridgeman Downs site address
Rafters to Plate
JD4
600 crs max
2.9KN
2/75x3.05mm Skew Nails
Rafters to Verandah Plates
JD4
600 crs max
2.9KN
2/75x3.05mm Skew Nails
Roofing Battens Metal
900 crs max
WD_07.0_ROOF FRAMING drawing title
Table 9.21(c)
4.7KN
Table 9.22(h)
8.0KN
07/04/16
D
Bridge_1a_45
issue date
issue
project no.
12
MK
MK
author
checked
8
OF
sheet no.
ACHIEVE_1_AL_L_M_I NOTES
0.79KN To Manufactures Spec.
Verandah Plate & Roof Beams to Posts
J2
3000 crs max
16.0KN
2/M16 Bolts
Table 9.20(i)
19.0KN
Posts to Footings
J2
3000 crs max
16.0KN
2/M10 Bolts with 50x8mm MS Stirrup
Table 9.20(j)
17.0KN
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH THE BCA VOL 2. ALL FRAMING, BRACING AND TIE-DOWN CONNECTIONS TO BE IN ACCORDANCE WITH AS 1684.2-2006 FOR WIND CLASSIFICATION "N2" (W33N). PINE ROOF TRUSSES TO BE ENGINEER DESIGNED AND INSTALLED TO MANUFACTUERS SPECIFICATIONS. PROVIDE FLASHINGS TO ALL DOORS AND WINDOW HEADS, SILLS AND JAMBS.
Wall Studs
70x35 MGP 10 @ 450 crs
Top Plate
2/35x70 MGP 12
Noggings
70x35 MGP 10 @ 1350 max crs
Bottom Plates
35x70 MGP 10
Wall Studs
70x35 MGP 10 @ 600 crs
Top Plate
35x70 MGP 10
Noggings
70x35 MGP 10 @ 1350 max crs
Bottom Plates
35x70 MGP 10
PINE ROOF TRUSSES SUPPORTING SHEETED ROOF at 600 crs TO BE DESIGNED & INSTALLED TO MANUFACTURER'S SPECIFICATIONS. REFER TO ARCHITECTURALS FOR ROOF PITCH.
ALL INTERNAL LOAD BEARING WALLS NEEDED FOR ROOF TRUSSES TO BE DESIGNATED AND DESIGNED BY ROOF TRUSS MANUFACTURES. IF GIRDER TRUSS LOCATIONS CHANGE TO THOSE SHOWN, THE TRUSS MANUFACTURER IS TO NOTIFY "HERITAGE PACIFIC".
40mm BHP STEEL ROOF BATTENS at 900crs or EQUIVALENT
ANY TIMBER DESIGN CHANGES MADE BY TIMBER MANUFACTURES TO BE DOCUMENTED AND A COPY SENT TO "HERITAGE PACIFIC". ALL EXPOSED TIMBERS TO BE DURABBILITY CLASS 2 OR TREATED TO HAZARD LEVEL 3
APPROVED BP16/0138
11 Apr 2016 REFER TO DECISION NOTICE FOR CONDITIONS Issue D_#Issue Stamp_07/04/16
E:\002_GrowDDC\001_Jobs\Bridgeman Downs\LOT 45_TRANQUIL_1_AL_L_M_2.pln
nonLBWs
External & Internal LBWs
Framing Schedule
WATERPROOFING OF INTERNAL WET AREAS WITHIN RESIDENTIAL BUILDINGS TO COMPLY WITH AS 3740 AND THE BCA Vol. 2 PART 3.8.1.
HORIZONTAL BUTT JOINTS PERMITTED, PROVIDED NAIL FIXED TO NOGGING at 50mm CENTRES.
50mm
FRAMING
NAIL SPACING
CODE
LENGTH
VALUE (KN)
TOP AND BOTTOM PLATES
150mm
BW1
METHOD-A
0.6m
3.84
ANY HORIZONTAL BUTT JOINTS
150mm
BW2
METHOD-B
0.9m
5.40
BOTTOM PLATE M12 ROD EACH END AND M12 BOLTS at 1200 crs MAX INTERMEDIATELY
150mm
BW3
METHOD-B
1.8m
10.80
INTERMEDIATE STUDS
300mm
BW4
METHOD-A
0.4m
2.56
BW5
METHOD-A
0.5m
3.20
Plywood Thickness
GROW DDC Unit 3 73-75 Steel Street Capalaba, Qld 4157 telephone: facsimile:
(# studs) - DENOTES NUMBER OF STUDS EACH END OF LINTEL. ALL STUDS TO BE 70x35 MGP10 STUDS U.N.O.
STUD SPACING
STRESS GRADE
450crs
600crs
F11
6mm
7mm
F14
4mm
6mm
F27
4mm
4.5mm
M12 BOLT EACH END AND 1200 max crs. INTERMEDIATELY
07 3390 2295 07 3823 1121
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©
All rights reserved. This work is copyright and cannot be reproduced or copied in any form or by any means (graphic, electronic or mechanical, including photocopying) without the written permission of Grow DDC
BOTTOM PLATE 50mm
Use figured diemensions. DO NOT SCALE Check all dimensions on site before fabrications or set out
Grow DDC
M16 ANCHOR RODS REQUIRED AT ENDS OF DOUBLE SHEETED BRACING WALLS
client
Lot 45 Canopus Street Bridgeman Downs site address
CROSS METAL STRAPS OR SHEET BRACING ON RAFTER OVERHANGS AS STATED IN AS 1684.2 FIGURE 8.7
BW2
Bridge_1a_45
issue
project no.
12
MK
MK
author
checked
OF
(3 studs)
BW2
2/190x35 MGP 12 (2 studs)
140x35 MGP 12
(2 studs)
140x35 MGP 12 (75x4 shs)
PINE ROOF TRUSSES TO BE ENGINEER DESIGNED AND INSTALLED TO MANUFACTUERS SPECIFICATIONS. PROVIDE FLASHINGS TO ALL DOORS AND WINDOW HEADS, SILLS AND JAMBS. WATERPROOFING OF INTERNAL WET AREAS WITHIN RESIDENTIAL BUILDINGS TO COMPLY WITH AS 3740 AND THE BCA Vol. 2 PART 3.8.1. ALL INTERNAL LOAD BEARING WALLS NEEDED FOR ROOF TRUSSES TO BE DESIGNATED AND DESIGNED BY ROOF TRUSS MANUFACTURES.
BW2
(3 studs)
ANY TIMBER DESIGN CHANGES MADE BY TIMBER MANUFACTURES TO BE DOCUMENTED AND A COPY SENT TO "HERITAGE PACIFIC".
BW2
ALL EXPOSED TIMBERS TO BE DURABBILITY CLASS 2 OR TREATED TO HAZARD LEVEL 3 (75x4 shs)
BRACING PLAN GROUND FLOOR
(100 F14 timber post)
ALL FRAMING, BRACING AND TIE-DOWN CONNECTIONS TO BE IN ACCORDANCE WITH AS 1684.2-2006 FOR WIND CLASSIFICATION "N2" (W33N).
IF GIRDER TRUSS LOCATIONS CHANGE TO THOSE SHOWN, THE TRUSS MANUFACTURER IS TO NOTIFY "HERITAGE PACIFIC". (2 studs)
(2 studs)
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH THE BCA VOL 2.
APPROVED
SCALE 1:100
BP16/0138
11 Apr 2016 REFER TO DECISION NOTICE FOR CONDITIONS Issue D_#Issue Stamp_07/04/16
E:\002_GrowDDC\001_Jobs\Bridgeman Downs\LOT 45_TRANQUIL_1_AL_L_M_2.pln
(2 studs)
195x65 HYNE 17C
BW2
(2 studs)
190x45 MGP 12
90x35 MGP 12
BW2 190x35 MGP 12
(3 studs)
D
issue date
9
(2 studs)
295x65 HYNE 17C
(3 studs)
BW2
BW1
LBW
NLBW
90x35 MGP 12
(2 studs)
BW1
90x35 MGP 12
BW1
BW2
07/04/16
sheet no.
(2 studs)
140x35 MGP 12
NLBW
BW2
BW1
drawing title
ACHIEVE_1_AL_L_M_I
(2 studs)
BW2 (2 studs)
(2 studs)
140x35 MGP 12
(2 studs)
140x35 MGP 12
(2 studs)
90x35 MGP 12
BW2
(2 studs)
140x35 MGP 12
BW2
BW2
(2 studs)
190x35 MGP 12
(2 studs)
WD_08.0_BRACING PLAN
NOTES
BW2
REQUIRED - 45.99 KN ACHIEVED - 70.80 KN
DIRECTION 'B'
BW2
190x35 MGP 12
NLBW
(2 studs)
BW2
(2 studs)
(3 studs)
140x35 MGP 12
140x35 MGP 12 140x35 MGP 12
(2 studs)
BW2
190x35 MGP 12
BW2
90x35 140x35 MGP 12 MGP 12 (2 studs)
(4 studs)
(2 studs)
190x35 MGP 12
195x65 HYNE 17C
BW2
(100 F14 timber post)
DIRECTION 'A'
BW2
195x65 HYNE 17C
CROSS METAL STRAPS OR SHEET BRACING ON RAFTER OVERHANGS AS STATED IN AS 1684.2 FIGURE 8.7
BW2
BW2
REQUIRED - 19.25 KN ACHIEVED - 61.68 KN
TYPE
ALL VERTICAL EDGES
INTERMEDIATE EDGES
TOP PLATE
VERTICAL EDGES
PROVIDED NAIL FIXED TO NOGGING at 50mm CENTRES.
INTERMEDIATE EDGES
VERTICAL EDGES
METHOD - A
BLOCKING PIECES TO BOTH SIDES LARGE ENOUGH TO AVOID SPLITTING WITH 2/No.14 TYPE 17 SREWS BLOCKING PIECES TO BOTH SIDES LARGE ENOUGH TO AVOID SPLITTING WITH 2/No.14 TYPE 17 SREWS
2/30x0.8mm G.I. STRAPS WITH 4/2.8Ø NAILS EACH END OF STRAP
TOP PLATE
GROW DDC Unit 3 73-75 Steel Street Capalaba, Qld 4157
FRAMING ANCHORS (leg not bent) 6/2.8mm Ø NAILS EACH FACE
telephone: facsimile: web:
growddc.com.au COPYRIGHT
TOP PLATE GAP TO TRUSS
BOTTOM CHORD
07 3390 2295 07 3823 1121
INTERNAL BRACING WALL
©
All rights reserved. This work is copyright and cannot be reproduced or copied in any form or by any means (graphic, electronic or mechanical, including photocopying) without the written permission of Grow DDC Use figured diemensions. DO NOT SCALE Check all dimensions on site before fabrications or set out
INTERNAL BRACING WALL
90x35 BLOCK
BRACING WALL
GAP TO TRUSS
Grow DDC client
Lot 45 Canopus Street Bridgeman Downs
EXTERNAL WALL
site address
BRACING WALL TO EXTERNAL WALL
TRUSSES / FLOOR JOISTS PARALLEL TO BRACING WALL
TABLE 8.22 (k) N.T.S.
TABLE 8.22 (j) N.T.S.
TABLE 8.22 (e) N.T.S.
30x0.8mm G.I. STRAP WITH 4/2.8 mm Ø NAILS EACH END at 3000 crs max.
10mm GAP FROM BOTTOM CHORD TO TOP PLATE
Fig 6.11(b)
12
MK
MK
author
checked
OF
NOTES
PINE ROOF TRUSSES TO BE ENGINEER DESIGNED AND INSTALLED TO MANUFACTUERS SPECIFICATIONS. PROVIDE FLASHINGS TO ALL DOORS AND WINDOW HEADS, SILLS AND JAMBS. WATERPROOFING OF INTERNAL WET AREAS WITHIN RESIDENTIAL BUILDINGS TO COMPLY WITH AS 3740 AND THE BCA Vol. 2 PART 3.8.1. ALL INTERNAL LOAD BEARING WALLS NEEDED FOR ROOF TRUSSES TO BE DESIGNATED AND DESIGNED BY ROOF TRUSS MANUFACTURES. IF GIRDER TRUSS LOCATIONS CHANGE TO THOSE SHOWN, THE TRUSS MANUFACTURER IS TO NOTIFY "HERITAGE PACIFIC".
TOP PLATE
TRUSSES AT RIGHT ANGLE TRUSS BINDERS Fig 6.10 (b) TO NON-LOADBEARING INTERNAL WALL
project no.
ALL FRAMING, BRACING AND TIE-DOWN CONNECTIONS TO BE IN ACCORDANCE WITH AS 1684.2-2006 FOR WIND CLASSIFICATION "N2" (W33N).
BLOCKING SIZE AS FOR BOTTOM CHORD OF TRUSS
EXTERNAL WALL
Bridge_1a_45
issue
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH THE BCA VOL 2.
10mm GAP FORM BOTTOM CHORD TO TOP PLATE NAIL BLOCK TO TOP PLATE WITH 2/75mm Ø NAILS
D
issue date
ACHIEVE_1_AL_L_M_I
TOP PLATE
SLOTTED BRACKET AT 1800mm crs TO ALLOW VERTICAL MOVEMENT OF TRUSS
07/04/16 10
BINDER (tie) 35x70 mm
TRUSS AT RIGHT ANGLE TO WALL
drawing title
sheet no.
SLOTTED BRACKET at 1800crs FIXED TO INTERNAL WALL
90x35 BLOCK
WD_08.1_BRACING PLAN
ANY TIMBER DESIGN CHANGES MADE BY TIMBER MANUFACTURES TO BE DOCUMENTED AND A COPY SENT TO "HERITAGE PACIFIC".
TRUSSES PARALLEL TO NON-LOADBEARING INTERNAL WALL
ALL EXPOSED TIMBERS TO BE DURABBILITY CLASS 2 OR TREATED TO HAZARD LEVEL 3
Fig 6.11(a)
N.T.S.
APPROVED BP16/0138
11 Apr 2016 REFER TO DECISION NOTICE FOR CONDITIONS Issue D_#Issue Stamp_07/04/16
E:\002_GrowDDC\001_Jobs\Bridgeman Downs\LOT 45_TRANQUIL_1_AL_L_M_2.pln
TRUSSES / FLOOR JOISTS AT RIGHT ANGLES TO BRACING WALLS
GROW DDC Unit 3 73-75 Steel Street Capalaba, Qld 4157 telephone: facsimile:
POWER DOUBLE 10a GPO - at 300mm U.N.O.
w U A/C
EXTERNAL WATERPROOF DOUBLE GPO
t
SINGLE 10a GPO - at 300mm U.N.O.
SINGLE 10a GPO WITH TIMER
NIT
web:
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©
All rights reserved. This work is copyright and cannot be reproduced or copied in any form or by any means (graphic, electronic or mechanical, including photocopying) without the written permission of Grow DDC Use figured diemensions. DO NOT SCALE Check all dimensions on site before fabrications or set out
TV F
07 3390 2295 07 3823 1121
SPLIT
PHONE - at 300mm U.N.O.
F
Grow DDC client
Lot 45 Canopus Street Bridgeman Downs
SENSORS F
SPEAKER OUTPUT POINT
F
S/B
F
F
F
V
F
F
DW U/B
07/04/16
D
Bridge_1a_45
issue date
issue
project no.
12
MK
MK
author
checked
drawing title
11
GAS HOT WATER UNIT
F
F
LIGHTING/MISC.
PSU
F
HWS GAS BOTTLES
2 x 36w FLUORESCENT BATTEN MTD WITH DIFFUSER (1200lg)
ONT METER BOX
NOTES
INSTALLATION OF ELECTRICAL CABLES AND FITTINGS TO COMPLY WITH RELEVANT AUSTRALIAN STANDARDS.
G.P.O. IN BATHROOM TO BE AT LEAST THE min. DISTANCE FROM WATER SPOUTS ALLOWED UNDER THE B.C.A. AND REVELVANT AUSTRALIAN STANDARDS.
F
COMPACT FLUORESCENT LIGHT
ALL G.P.O.'S, SWITCHES AND OTHER FITTINGS TO BE AS PER BUILDING SPECIFICATIONS.
V
12 volt DOWNLIGHT
ALL G.P.O. IN MASTER BEDROOM MUST BE WIDE ENOUGH TO ACCOMODATE A QUEEN SIZE BED (1800mm).
WALL MOUNTED LIGHT UP/DOWN LIGHT
LEGEND
ACHIEVE_1_AL_L_M_I
CHECK WITH KITCHEN DRAWINGS THAT THE POSITION OF DISHWASHER GPO WILL ACCOMODATE DISHWASHER SPACE AND HAS TO BE POSITIONED UNDER A BENCH AND NOT DIRECTLY IN THE DISHWASHER SPACE.
DATA BOX
RH/O/CT
OF
sheet no.
DATA POINT
MW U/B F
METER BOX (TO HAVE OFF PEAK METER)
CEILING EXHAUST FAN 25 L/SEC TO BE CONNECTED TO LIGHT SWITCH
V
F
WD_10.0_ELECTRICAL PLAN
SMOKE DETECTOR 240 volt MAINS SUPPLIED WITH 9 volt BATTERY BACKUP
F
F
SUB BOARD
METER BOX
HWS
F
site address
ELECTRICAL PLAN
DW U/B
DISH WASHER (GPO UNDER BENCH)
GROUND FLOOR
RH
RANGEHOOD
WM
WASHING MACHINE
ST
STOVE
REF
REFRIGERATOR
HP
HOT PLATE
HEATER/FAN/LIGHT (4 GLOBE)
WASHING MACHINE G.P.O. HEIGHT 1200mm.
MW / UB
MICROWAVE (GPO UNDER BENCH)
HEATER/FAN/LIGHT (2 GLOBE)
STANDARD SWITCH HEIGHT 1100mm UNLESS NOTED OTHERWISE.
ONT
OPTICAL NETWORK TERMINATOR (TELSTRA VELOCITY)
PSU
POWER SUPPLY UNIT (TELSTRA VELOCITY)
SCALE 1:100
EXTERNAL BUNKER LIGHT
HOT PLATE AND WALL OVEN TO BE WIRED TO ISOLATION SWITCH POSITIONED AWAY FROM HOT PLATE. PREFERABLY ABOVE BENCH. FRIDGE G.P.O. HEIGHT TO BE 1700mm.
SENSOR FLOOD LIGHT
KITCHEN BENCH G.P.O. HEIGHT 180mm. ABOVE BENCH, WHERE APPLICABLE. RANGEHOOD G.P.O. HEIGHT TO BE 1800mm.
CEILING FAN
STANDARD G.P.O. HEIGHT 300mm ABOVE FINISHED FLOOR UNLESS NOTED OTHERWISE.
APPROVED
CEILING FAN AND LIGHT
ELECTRICTION TO REFER TO CABINET MAKERS PLANS AND DETAILS FOR LOCATION OF MOCROWAVE. SMOKE DETECTORS TO COMPLY WITH PART
BP16/0138
3.7.2, Vol. 2 OF THE BCA AND AS 1670-1997. 11 Apr 2016 SMOKE DETECTORS TO BE INTERCONNECTED SO THAT ANY ALARM WILL BE REFER TO DECISION NOTICE SIMULTANEOUSLY RAISED IF ONE IS SET OFF. FOR CONDITIONS
Issue D_#Issue Stamp_07/04/16
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F
GROW DDC Unit 3 73-75 Steel Street Capalaba, Qld 4157
1
2
2
2
2
6
7
1
telephone: facsimile:
1
07 3390 2295 07 3823 1121
web:
2
growddc.com.au COPYRIGHT
5
1
5
SOUTH WEST ELEVATION Scale 1:100
©
All rights reserved. This work is copyright and cannot be reproduced or copied in any form or by any means (graphic, electronic or mechanical, including photocopying) without the written permission of Grow DDC
NORTH EAST ELEVATION
Use figured diemensions. DO NOT SCALE Check all dimensions on site before fabrications or set out
Scale 1:100
Grow DDC client
Lot 45 Canopus Street Bridgeman Downs site address
WD_17.1_EXTERNAL PAINT LOCATIONS drawing title
07/04/16
D
Bridge_1a_45
issue date
issue
project no.
12
MK
MK
author
checked
12
OF
sheet no.
ACHIEVE_1_AL_L_M_I
1
1
2
2
2
NOTES
WINDSPRAY
1
1
ROOF METAL - COLORBOND - WINDSPRAY
5
1
GUTTERS & FASCIAS - COLORBOND - WINDSPRAY
SOUTH EAST ELEVATION
WINDOWS & SLIDING DOORS - STEGBAR - ULTRA SILVER
Scale 1:100
1. WALL FEATURE - WATTYL - RHINO 2. WALL MAIN - WATTYL - ALABASTER 3. WALL OPTIONAL - WATTYL - ETHEREAL GREY 4. FACE BRICKWORK - PGH NATURALS - FROST
2
2
1
2
5
2
5. TIMBER WORK - TIMBER STAIN FINISHED 6. GARAGE DOOR - COLORBOND - WINDSPRAY 7. FRONT DOOR - HUMES NEWINGTON XN16_2040X820 PAINT -WATTYL - RHINO
APPROVED
NORTH WEST ELEVATION Scale 1:100
DRIVEWAYS - EXPOSED AGGEGRATE - HOLCIM - BLACKWOOD 11 Apr 2016
BP16/0
REFER TO DECISION NOTICE FOR CONDITIONS
- ELITE 1 LETTERBOX 38
Issue D_#Issue Stamp_07/04/16
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1
