Original source · versioned page text
Revised Architecturals ISSUE 5 - received 10.03.21
Original PDF page 1, section 1. The text section number identifies this passage in the reader.
"THIS PLAN IS TO BE READ IN CONJUNCTION
WITH THE SPECIFICATIONS, QUOTE
AND BUILDING CONTRACT. IF ITEMS ARE
NOT STATED IN ANY OF THESE DOCUMENTS,
IT IS NOT INCLUDED IN YOUR BUILD."
NOTES PLAN LEGEND CLIENT:
PLEASE READ CAREFULLY
10. Protection against subterranean termites shall be in accordance with AS
THIS PLAN CERTIFIED CORRECT IS THE ONE REFERRED TO IN THE
G. LEWIS & S. PASSEY
1. Written dimensions take precedence over scale. 3660-Pt 1 2001. Provided treatment: Visual Barrier System to perimeter with afl = above floor level ref = refrigerator prov. CONTRACT & SPECIFICATIONS AND I UNDERSTAND CHANGES
2. Builder to verify all dimensions and levels prior to commencement of construction. approved collars/barriers at slab penetrations. hd = head at 2100 afl. mw = microwave prov. HEREAFTER MAY NOT BE POSSIBLE. THESE PLANS SUPERCEDE ALL
3. All internal dimensions stated are frame size - excluding linings. 11. HWS unit (constant flow) with 5 star energy efficiency rating to comply fw = floor waste dw = dishwasher prov. OTHER PREVIOUS PLANS OR SKETCHES.
Lot 4, 297 Lawnville Road
4. This building has been designed in accordance with AS 1684.2 - 2006 (Residential with "Sustainable Buildings" QDC pt 29, AS/NZs 6400:2005. = smoke detector pty = pantry
timber framed construction). 12. Rainwater tanks, lighting and plumbing fixtures & fittings to comply with QDC vb = vanity basin wm = washing machine prov. BLACK MOUNTAIN
Stroud Homes Pty Ltd 5. Supplier may substitute lintels for those of equal strength to span ratio. PART 29 & 25, 'Sustainable Buildings' QDC pt 29 & 25 AS/Nzs 300.1.2003 obs = obscure glazing ghw = gas hot water unit
ABN: 49 107 897 736 QBSA Lic No: 1083367 6. All structural sizes to be read in-conjunction with structural engineers drawings & AS/NZS 6400:2005. mb = meter box tr = towel rail MODEL: JOB
OWNER/S No. 20L297LA
details. 13. Lift off hinges to all WC doors to comply with Australian Standards. dp = downpipe trh = toilet roll holder Montego 329 Skillion
107 Sugar Road Telephone: Email: 7. Articulation joints to complay with 3.3.1.8 BCA Vol 2. 14. Stair construction to comply with Pt 3.9.1 and balustrades to comply with pt ohc = overhead cupboard HC = garden tap
WITNESS DATE
Maroochydore 07 5444 2521 Daniel.chapman 8. Mechanical Ventilation to comply with 3.8.5 Bca Vol 2. 3.9.2 BCA Vol 2. ISSUE/DATE: SHEET
QLD Mobile: @stroudhomes. No.
9. Smoke alarms to comply with 3.7.2 BCA Vol 2 (wired-in) 15. DCP & flashings to comply with Pt 3.3.4 BCA Vol 2
4558 0402 864 305 com.au C 2016 REPRODUCTION IN PART OR WHOLE IS STRICTLY FORBIDDEN
ISSUE 5 : 8/03/2021 1 OF 12
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Full text of sections 2 to 4 (of 19)
Section 2
"
196°37'50
109.79
70. '20"
°02
42
151
273° 57
210.
23'25
"
3'
189°3
232.66
196°37'50"
109.79
70.42 20"
151°02'
273°23'25"
210.57
189°33'
232.66
85
74.6 '45"
°40
353
5"
74.685
353°40'4
225.781 5"
78°00'2
225 25"
78°
.78
00'
1
2
AHD TBM
RL 2
/ m Dumpy
154.55
2
154.73
155.00
3
155.25
4
155.33
155.11
155.38
155.38
155.42
155.25
155.42
Top Of Bank
4
155.07 155.46
5
155.00
155.45
154.97
155.32
155.28
N
Found
Stake
155.38
8 1
TBM
155.47
AHD in
155.11
Nail
Found
RL Dumpy
Stake
155.39 155.50
/m
La
155.50
155.00
208,231
wn
to omp
265°29'
Gravel
vill
196.315
190,925
D.P D.P YARD
Driveway
GULLY
e Ro
DP DP to omp
155.17
155.49
D.P
Section 3
ad
DP
49,464
155.40
155.47
155.07
to omp D.P
155.46
155.38
DP YARD
GULLY
PROPOSED RESIDENCE DP
NOM.SLAB HT RL = 155.760 D.P
DP BUILDING PAD RL= 155.450
D.P
5
SITE SCRAPE
1
155.45
Found
155.23
Stake
155.48
DP DP DP DP
D.P
157.78
D.P D.P D.P D.P
155.28
155.44
La
D.P
DP
155.39
155.42
155.34
DRIVEWAY & PATH
wn
157.75 YARD
GULLY
(brushed/broom finish
Found
157.73
Stake
grey concrete)
vill
32.4 m2
157.20
e Ro
DP
AH
D.P
155.45
157.50 YARD
D RLTBM
GULLY
ad
155.51
155.62
67,530
to omp
3
157.25
157.11
Gravel
156.12
/ m Dump
155.28
Area
155.45
155.44
2
154 y
Gravel 155.73
157.00
Drivewa 155.46
.55
y 155.50
156.75
156.65
155.74
155.60
156.50
156.25
2
155.75
156.00
156.34
155.86
6
Section 4
130°58'45"
64.6
1
7
154.73
15
5.0
0
3
15
5.2
5
4
155.33
155.11
125°28'45"
92°08'40"
34.79
30.5
155.38
61.75
117.29
06°13'20"
155.38
155.42
155
(173.07)
22°02'55"
.25
155.42
Top Of Bank
4
155 155.46
5
.07
155
155.45
.00
154
155.32
.97
114°24'30"
31.312
15
N
Fou e
5.2 TB
Stak
155.38
nd
88 M 1
155.47
AH il in
155
Na
D RL Du
.11
Fou e
Stak
155.39 155.50
nd
73.545
/ mmpy
00°54'10"
La
155
.50
155.
208,231
00
wn
to omp
265 .315
Grav
ville
196
°29
190,925
el Drive
81°39'1
13.5 5"
D.P D.P YARD
'
GULLY
DP DP to omp
way
155.17
155.49
Ro
D.P
DP
ad
49,464
155.40
155.47
155.07
to omp D.P
155.46
155.38
DP YARD
GULLY
PROPOSED RESIDENCE DP
NOM.SLAB HT RL = 155.760 D.P
DP BUILDING PAD RL= 155.450
D.P
5
SITE SCRAPE
1
155.45
Fou e
155.2
Stak
155.48
nd
3
DP DP DP DP
D.P
157
D.P D.P D.P D.P
.78
155.28
155.44
La
D.P
DP
155.39
155.42
.75
155.34
DRIVEWAY & PATH
wn
157 YARD
GULLY
(brushed/broom finish
Fou e
157
Stak
grey concrete)
nd
.73
ville
32.4 m2
157
.20 DP
.50
D.P
155.45
Ro
157 YARD
GULLY
ad
155.51
155.62
67,530
5
to omp
7.2
3
15
157
Gra
156.1
.11
155.28
vel
2
Are
155.45
a
Gra 155.73 155.44
vel
157.00
Driv 155.46
ewa
y 155.50
156.75
156
155.74
.65
155.60
156
.50
156.
2
15
156
156.34 5.7
25
5
.00
155.86
6
'45"
130°58
64.6
1
7
125°28'45"
92°0
34.7 "
30.5
8'40
9
61.75
9
117.2
'20"
06°13
(173.07)
22°02'55"
114°24'30"
31.312
45
73.5 "
4'10
00°5
81°
13. 5"
39'1
5
NOTES PLAN LEGEND CLIENT:
PLEASE READ CAREFULLY
10. Protection against subterranean termites shall be in accordance with AS
THIS PLAN CERTIFIED CORRECT IS THE ONE REFERRED TO IN The text continues on section 5.