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plans for DBW
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SCHEDULE OF PAGES:
COVER PAGE 1
MICHAELA VAN DER STOEP SITE PLAN - OVERALL
SITE PLAN - DETAIL
FLOOR PLAN
2
3
4
ELEVATIONS 5
LOT 9 ON RP908915
8 DANDALOO LANE
COOTHARABA, QLD
FRONT VIEW
NTS
© COPYRIGHT. THIS DRAWING REMAINS THE PROPERTY OF G.J GARDNER HOMES & IS PROVIDED FOR THE USE AS DESCRIBED & MAY NOT BE USED OR REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION. ANY LANDSCAPING (WHEN SHOWN) ARE FOR ILLUSTRATIVE PURPOSES ONLY AND DO NOT FORM PART OF ANY CONTRACT.
PAGE: SHEET SIZE: REV DRN CHK DETAILS DATE: I/WE HAVE CHECKED THE PLANS AND AGREE THAT
CLIENT: PROJECT: PROPOSED REL. RESIDENCE 1 A3 THEY ACCURATELY DEPICT THE HOUSE FOR
CUSTOM PLAN ASPECT HOUSE MICHAELA VAN DER STOEP
* DS RW PRELIMINARY DRAWINGS 16/02/21
CONSTRUCTION.
JOB NUMBER: A DS RW MINOR AMENDMENTS 04/03/21
PLANS LOT 9 ON RP908915 GJGSCN19073 B AK RW SURVEY & CONTOURS ADDED 11/03/21
JOB SPECIFICATION BY BUILDER TAKES
PRECEDENCE OVER THESE PLANS.
GJ NOOSA PTY LTD BEACH FACADE 8 DANDALOO LANE SALESPERSON:
DRAWING TITLE:
QLD QLD COOTHARABA, QLD CHRIS MCNEIL OWNER SIGNED: ............................... DATE: ..........
© COPYRIGHT EXCLUSIVE DATE: OWNER SIGNED: ............................... DATE: ..........
QBCC 1303975 TO G.J.GARDNER HOMES QBCC 1257937 COVER PAGE 11/03/2021 BUILDER SIGNED: ............................. DATE: ..........
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Page 2
DBW for less than
200m to Agricultural
Land Overlay & Siting
referral for side 13650 14610
setback less than
6000 OMP
10m
314.115 m
178° 43' 40"
11.430 m
6450
6450
94° 02' 00"
PROPOSED RELATIVES
RESIDENCE
0"
50 m
03' 0
PAD LEVEL 22.500m
1000
1 5 .1
FFL 22.850m 0
OM
201°
P
186° 30' 20"
12.426 m
DANDALOO LANE
77.000 m
0° 00' 00"
7.
14
82
1°
8
m
30
'2
0"
1 41
.
2 97 09 0 m
° 16
' 00
"
"
45 m
18 ' 0 0
1 5 4 .7
1 97 °
Existing dwelling N
location
1 57
.
2 97 71 0 m
° 16
' 00
"
REAL PROPERTY DESCRIPTION:
LOT 9 ON RP: 908915
SITE AREA 41590m²
LOCALITY COOTHARABA
SITE PLAN - OVERALL LOC. GOV. NOOSA S.C.
1 : 1000
© COPYRIGHT. THIS DRAWING REMAINS THE PROPERTY OF G.J GARDNER HOMES & IS PROVIDED FOR THE USE AS DESCRIBED & MAY NOT BE USED OR REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION. ANY LANDSCAPING (WHEN SHOWN) ARE FOR ILLUSTRATIVE PURPOSES ONLY AND DO NOT FORM PART OF ANY CONTRACT.
PAGE: SHEET SIZE: REV DRN CHK DETAILS DATE: I/WE HAVE CHECKED THE PLANS AND AGREE THAT
CLIENT: PROJECT: PROPOSED REL. RESIDENCE 2 A3 THEY ACCURATELY DEPICT THE HOUSE FOR
CUSTOM PLAN ASPECT HOUSE MICHAELA VAN DER STOEP
* DS RW PRELIMINARY DRAWINGS 16/02/21
CONSTRUCTION.
JOB NUMBER: A DS RW MINOR AMENDMENTS 04/03/21
PLANS LOT 9 ON RP908915 GJGSCN19073 B AK RW SURVEY & CONTOURS ADDED 11/03/21
JOB SPECIFICATION BY BUILDER TAKES
PRECEDENCE OVER THESE PLANS.
GJ NOOSA PTY LTD BEACH FACADE 8 DANDALOO LANE SALESPERSON:
DRAWING TITLE:
QLD QLD COOTHARABA, QLD CHRIS MCNEIL OWNER SIGNED: ............................... DATE: ..........
© COPYRIGHT EXCLUSIVE DATE: OWNER SIGNED: ............................... DATE: ..........
QBCC 1303975 TO G.J.GARDNER HOMES QBCC 1257937 SITE PLAN - OVERALL 11/03/2021 BUILDER SIGNED: ............................. DATE: ..........
Page 3
TREE SCHEDULE Tree Legend ACID SULPHATE SOIL
PATHWAY & DRIVEWAY NOTES: No. Name T 'Ø' Spr 'Ø' 'H'
1 TREE 0.30 m 8.0 m 12.0 m Dwelling to comply with Corrosion REAL PROPERTY DESCRIPTION:
S
ALL PATHWAYS AND PAVEMENTS SHALL HAVE A
2 TREE 0.30 m 8.0 m 12.0 m Requirements under the NCC Volume Two,
Ø=Trunk Dia LOT 9 ON RP: 908915
H
MINIMUM FALL OF 1 IN 100 (1%).
3 TREE 0.30 m 8.0 m 12.0 m
H=Tree Height works to comply with tables 3.3.5 (wall ties),
4 TREE 0.30 m 8.0 m 12.0 m SITE AREA 41590m²
S=Tree 3.4.4.7 (severe environment structural steel) &
THE MAXIMUM GRADE OF DRIVEWAYS SHALL
5 PINE 0.30 m 6.0 m 12.0 m Spread LOCALITY COOTHARABA
(Total Canopy) 3.5.1.1 (high environment metal sheet roofing)
NOT EXCEED 1 IN 5 (20%). WHERE GRADES ARE
6 PALM 0.60 m 4.0 m 4.0 m
∅
LOC. GOV. NOOSA S.C.
7 PALM 0.30 m 5.0 m 8.0 m
NEAR THE MAXIMUM, A TRANSITION ZONE AT
8 PINE 0.20 m 3.0 m 4.0 m
EITHER END MAY BE REQUIRED. REFER TO NCC 13650 14610
9 PALM 0.50 m 5.0 m 6.0 m
VOLUME 1, D2.10 FOR GRADES TO REQUIRED
EXIT RAMPS. 10 PINE 0.30 m 6.0 m 12.0 m 25 26 N
11 TREE 0.30 m 4.0 m 6.0 m .7 .0
25
314.115 m 25 5 0
.5
CHECK WITH LOCAL AUTHORITY 12 TREE 0.30 m 7.0 m 10.0 m
.2
25
0
REQUIREMENTS PRIOR TO CONSTRUCTING ANY 13 TREE 0.30 m 7.0 m 10.0 m 94° 02' 00" 5
24
.0
14 TREE 0.30 m 7.0 m 10.0 m
DRIVEWAYS, PATHWAYS OR CROSSOVERS
0
.75
24
24
24
23
22
23
23.
Power Pole
BETWEEN THE PROPERTY BOUNDARY AND
23
.5
21
22
22
21
#272170
22
.25
0
.00
.50
.75
ROAD KERB.
.25
.5
.7 5
.00
.25
.75
Telstra
.5
00
TBM Nail in Kerb
0
CLEAR THE AREA OF ALL TOPSOIL AND
0
AHD RL / m 26.029
ORGANIC MATTER.
Property
Picket & W ire Fence
Pole
PROVIDE A LAYER OF SAND A MINIMUM OF
6000 OMP
20mm THICK UNDER THE SLAB, COMPACTED
178° 43' 40"
11.430 m
AND LEVELLED.
6450
6450
AN OPTIONAL 0.2um POLYETHYLENE MOISTURE Existing Solar Panels
BARRIER MAY BE PROVIDED UNDER THE SLAB IN
SALINE AREAS, LAPPED 200mm AT JOINS AND
SITE NOTES:
TAPED. CUT
POSITION OF DWELLING TO BE CONFIRMED BY
SLAB THICKNESS SHALL BE:
CLIENT PRIOR TO ANY SITE WORKS
PEDESTRIAN PATHWAYS - 75mm THICK WITH 1 11667 OMP
LAYER SL52 MESH,
ALL STORM WATER, DOWN PIPES, RAIN WATER
VEHICULAR DRIVEWAYS (TO 3t GROSS) -
TANKS & SITE DRAINAGE TO BE SIZED & LOCATED
100mm THICK WITH
BY THE HYDRAULIC CONSULTANT/PLUMBER IN
1 LAYER SL62 MESH. PROPOSED RELATIVES ACCORDANCE WITH NCC VOL 2 3.1.3.5 & 3.5.2
RESIDENCE AND QDC MP4.2/LOCAL PLANNING SCHEME
30mm MINIMUM TOP COVER TO ALL
HOUSE CODE
REINFORCEMENT, CONCRETE STRENGTH SHALL
PAD LEVEL 22.500m
r d en
BE N20 MINIMUM.
BUILDER TO ENSURE THAT ACTUAL SEWER LINE AND
DANDALOO LANE
FFL 22.850m
MANHOLE POSITIONS MATCH THOSE AS SHOWN
ng G a
JOINTS ARE REQUIRED IN ALL CONCRETE
BASED ON LOCAL AUTHORITY DOCUMENTS. ANY
en ce
PATHWAY AND DRIVEWAY SLABS -
DISCREPANCIES MUST BE BROUGHT TO THE
Existi
ire F
ATTENTION OF BESPOKE SOLUTIONS PTY LTD AND
ISOLATION JOINTS MUST BE PROVIDED WHERE
RESOLVED PRIOR TO COMMENCEMENT OF
ABUTTING EXISTING STRUCTURES,
&W
1 CONSTRUCTION
P ost
EXPANSION JOINTS SHALL BE PROVIDED AT 15
BUILDER TO DETERMINE APPROPRIATE
METER CENTRES IN ALL DIRECTIONS. N12
PLATFORMING METHOD ON SITE PRIOR TO
DOWEL BARS AT 400 CENTRES ALONG THE
0"
50 m
FILL COMMENCEMENT OF ANY WORKS. FINISHED
JOINTS IN 100mm THICK SLABS,
03' 0
FLOOR LEVEL IS TO BE ABOVE THE MINIMUM LEVEL
1 5 .1
CRACK CONTROL JOINTS SHALL BE PROVIDED
1000 AS PER LOCAL AUTHORITIES REQUIREMENTS & TO
0 OM
201°
P COMPLY WITH NCC VOL 2 3.1.2.3
AT 3 METER MAXIMUM CENTRES AND AT
LOCATIONS WHERE THERE IS A LIKELIHOOD A
EXTENT OF CUT/FILL INDICATIVE ONLY - THE FINISHED SURFACE IMMEDIATELY
CRACK
DRIVEW AY/PATH TO COMPLY WITH NCC VOL 2, 3.1.1 SURROUNDING THE BUILDINGS TO COMPLY WITH
WOULD OCCUR (i.e. RE-ENTRANT CORNERS). 65 m² NCC VOL2, 3.1.3.
JOINTS SHALL BE LOCATED SO THE LONGEST (exp. agg.) EARTH RETAINING STRUCTURES
SIDE OF ANY SLAB PANEL IS NO MORE THAN 1.5 (RETAINING WALLS) TO COMPLY WITH SURFACE DRAINAGE IS TO DISCHARGE EVENLY
TIMES THE LENGTH OF THE SHORTEST SIDE. ANY NCC VOL 2, 3.1.2/AS 4678 WITHIN THE SITE AND WITHOUT NUISANCE TO
ANGLE FORMED BETWEEN JOINTS OR JOINTS ADJOINING PROPERTIES.
AND THE SLAB EDGE SHALL BE NO LESS THAN
75°, DUE TO THE VARYING NATURE OF
20
.2 ALL SUB-FLOOR AREAS MUST BE GRADED TO AVOID
PATHWAYS AND DRIVEWAYS, IT IS ADVISABLE 5 6 THE PONDING OF WATER.
TO PROVIDE JOB SPECIFIC DESIGN TO ENSURE 20 Existi
ng G
ALL SITE CONSTRAINTS ARE CONSIDERED IN THE .0 ravel CUT AND FILL BATTERS NOT TO EXCEED A
0 Track
/ Driv
DESIGN. eway MAXIMUM SLOPE AS PER NCC TABLE 3.1.1.1 FOR
20 THE SITE SPECIFIC SOIL TYPE, REFER ALSO TO NCC
THESE NOTES ARE PROVIDED AS A GENERAL .5 CLAUSE 3.2.2.4 FOR SLAB EDGE SUPPORT ON
SPECIFICATION ONLY.
0
7 SLOPING SITES.
Gate
REFERENCE SHOULD BE MADE TO 'CEMENT, 1000 MAXIMUM HIGH TIMBER RETAINING WALLS
20
186° 30' 20"
CONCRETE & AGGREGATE AUSTRALIA - GUIDE 8 9
12.426 m
.7 WITH 65∅ AG PIPE BEHIND (TO DISCHARGE TO
TO CONCRETE FOR HOUSING 2007, PATHS AND 5 STORMWATER LINE) AND GRANULAR BACKFILL
DRIVEWAYS' AND 'RESIDENTIAL CONCRETE BEHIND, TO BE WHOLLY CONTAINED WITHIN THE
DRIVEWAYS AND PATHS, JULY 2006'. 11 SITE ONLY IF INDICATED ON THE PLANS.
21 10
.0
0 THE HEIGHT OF FENCES, INCLUDING THE HEIGHT
21
.2 OF RETAINING WALLS ARE NOT TO EXCEED 2.0m
SITE PLAN - DETAIL 5 21
.5 0 12 ABOVE FINISHED GROUND LEVEL, ONLY IF
INDICATED ON THE PLANS AND TO LOCAL
1 : 200 AUTHORITY APPROVAL.
13
© COPYRIGHT. THIS DRAWING REMAINS THE PROPERTY OF G.J GARDNER HOMES & IS PROVIDED FOR THE USE AS DESCRIBED & MAY NOT BE USED OR REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION. ANY LANDSCAPING (WHEN SHOWN) ARE FOR ILLUSTRATIVE PURPOSES ONLY AND DO NOT FORM PART OF ANY CONTRACT.
PAGE: SHEET SIZE: REV DRN CHK DETAILS DATE: I/WE HAVE CHECKED THE PLANS AND AGREE THAT
CLIENT: PROJECT: PROPOSED REL. RESIDENCE 3 A3 THEY ACCURATELY DEPICT THE HOUSE FOR
CUSTOM PLAN ASPECT HOUSE MICHAELA VAN DER STOEP
* DS RW PRELIMINARY DRAWINGS 16/02/21
CONSTRUCTION.
JOB NUMBER: A DS RW MINOR AMENDMENTS 04/03/21
PLANS LOT 9 ON RP908915 GJGSCN19073 B AK RW SURVEY & CONTOURS ADDED 11/03/21
JOB SPECIFICATION BY BUILDER TAKES
PRECEDENCE OVER THESE PLANS.
GJ NOOSA PTY LTD BEACH FACADE 8 DANDALOO LANE SALESPERSON:
DRAWING TITLE:
QLD QLD COOTHARABA, QLD CHRIS MCNEIL OWNER SIGNED: ............................... DATE: ..........
© COPYRIGHT EXCLUSIVE DATE: OWNER SIGNED: ............................... DATE: ..........
QBCC 1303975 TO G.J.GARDNER HOMES QBCC 1257937 SITE PLAN - DETAIL 11/03/2021 BUILDER SIGNED: ............................. DATE: ..........
Page 4
4 FLOOR AREAS:
1 5 3 DWELLING 64.56 m²
VERANDAH 57.48 m²
GARAGE 48.29 m²
2
Total 170.33 m²
N
16650
13650 3000 450
220 90 90 70 90 220
450 4500 3250 770 1000 3350 300
70
450 1840 950 2330
450
450
obsc
HWS hc
A0618 0409 A/C 1521
WALL LEGEND
220
220
820 C1
EXTERNAL WALLS
Ldry
tambour door
n03609
1/3gl 1550hh
BED 1
1500
carpet - MASONRY VENEER
a\c
- 70mm TIMBER STUD FRAME
mv
1500
ohc
- 10mm PLASTERBOARD LINING (GENERAL)
2900
70
- 6mm VILLABOARD LINING (WET AREAS)
3500
BATH
820cs
820cs
A1809
tiles - CLADDING - TO BUILDER'S SPEC.
floor to ceiling wall
C1
1930
tiles CH2700mm - 70mm TIMBER STUD FRAME (UNO)
900 - 10mm PLASTERBOARD LINING (GENERAL)
msd
820cs
wh - 6mm VILLABOARD LINING (WET AREAS)
70
530
robe
6790
7230
INTERNAL WALLS
70
FAMILY-DINING RA
820
vinyl planking
KE
1000 1000x1350 - 70mm TIMBER STUD FRAME (UNO)
D ohc - 10mm PLASTERBOARD LINING (GENERAL)
CE
IL - 6mm VILLABOARD LINING (WET AREAS)
GARAGE IN FRIDGE TAP
C1
G
10230
10230
9790
concrete REFER TO ENGINEERS DETAILS FOR
2000
ARTICULATION JOINTS IF REQUIRED
3220
A/C
CH2700mm
a\c
KITCHEN
cut
vinyl planking
dw
LEGEND:
ohc
sgd rebate C1 DENOTES - 112x112 HWD POST
220
220
C1
S DENOTES - PHOTOELECTRIC SMOKE ALARM
A1809
450
2440STK-SGD 1224 TO NCC VOL 2, 3.7.5 & AS 3786
F0624 @ 4200hh F0624 @ 4200hh (MAINS POWERED & INTERCONNECTED)
3000
3000
VERANDAH CH2700mm
tiles
300 FLOOR PLAN NOTES:
TERMITE PROTECTION IS TO BE PROVIDED IN ACCORD.
220
hc WITH NCC VOL 2, 3.1.4 AND AS 3660.1.
2435PLD
C1 C1 C1 C1 PROVIDE A STATEMENT OF PROTECTION METHOD FROM A
TERMITE MANAGEMENT PROFESSIONAL IN CONJUNCTION
450
450
90 220 WITH THESE DRAWINGS AT THE TIME OF SUBMISSION FOR
450 4710 3910 300 BUILDING APPLICATION APPROVAL.
TOILET DOORS TO BE PROVIDED WITH LIFT-OFF HINGES,
220 OPEN OUTWARDS OR SLIDE UNLESS CLEAR SPACE OF
8710 3000 450 1.2m TO WC PAN
220
450 4500 300 INSECT SCREENS TO WINDOWS AND DOORS ARE AS PER
BUILDERS SPECIFICATIONS UNO
4940 11710
CONSTRUCTION IS NOT TO COMMENCE PRIOR TO FULL
APPROVAL BEING GRANTED IN WRITING BY THE CERTIFIER
16650 AND LOCAL AUTHORITY
ADDITIONAL NOTES:
MECHANICAL VENTILATION TO BE IN ACCORD.
• 20mm STONE BENCHTOPS THROUGHOUT WITH THE NCC VOL 2, 3.8.5, 3.8.7 & AS 1668.2
• SECUREVIEW SCREENS THROUGHOUT (DISCHARGE TO EXTERNAL AIR)
FLOOR PLAN INTERNAL GARAGE DOOR TO BE SEALED AS PER NCC
VOL 2, 3.12.3.3
1 : 100 GAS BOTTLE LOCATION AS PER AS5601
© COPYRIGHT. THIS DRAWING REMAINS THE PROPERTY OF G.J GARDNER HOMES & IS PROVIDED FOR THE USE AS DESCRIBED & MAY NOT BE USED OR REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION. ANY LANDSCAPING (WHEN SHOWN) ARE FOR ILLUSTRATIVE PURPOSES ONLY AND DO NOT FORM PART OF ANY CONTRACT.
PAGE: SHEET SIZE: REV DRN CHK DETAILS DATE: I/WE HAVE CHECKED THE PLANS AND AGREE THAT
CLIENT: PROJECT: PROPOSED REL. RESIDENCE 4 A3 THEY ACCURATELY DEPICT THE HOUSE FOR
CUSTOM PLAN ASPECT HOUSE MICHAELA VAN DER STOEP
* DS RW PRELIMINARY DRAWINGS 16/02/21
CONSTRUCTION.
JOB NUMBER: A DS RW MINOR AMENDMENTS 04/03/21
PLANS LOT 9 ON RP908915 GJGSCN19073 B AK RW SURVEY & CONTOURS ADDED 11/03/21
JOB SPECIFICATION BY BUILDER TAKES
PRECEDENCE OVER THESE PLANS.
GJ NOOSA PTY LTD BEACH FACADE 8 DANDALOO LANE SALESPERSON:
DRAWING TITLE:
QLD QLD COOTHARABA, QLD CHRIS MCNEIL OWNER SIGNED: ............................... DATE: ..........
© COPYRIGHT EXCLUSIVE DATE: OWNER SIGNED: ............................... DATE: ..........
QBCC 1303975 TO G.J.GARDNER HOMES QBCC 1257937 FLOOR PLAN 11/03/2021 BUILDER SIGNED: ............................. DATE: ..........
Page 5
5°
NOTES:
GANGNAIL TRUSSES TIED DOWN, BRACED, FABRICATED
COLORBOND ROOF SHEETING AND INSTALLED TO TRUSS MANUFACTURERS
FIXED TO MANUF. SPECS. SPECIFICATIONS.
MASONRY VENEER TO COMPLY WITH NCC VOL 2, 3.3.5,
AS1225 & AS 3700.
COLORBOND FASCIAS
REINFORCED MASONRY TO COMPLY WITH NCC VOL 2,
GF CL AND GUTTERS 3.3.2 & AS3700 (or AS4773.1/2).
2700
MASONRY WEATHERPROOFING TO COMPLY WITH NCC
GF WH 112x112 TIMBER POSTS VOL 2, 3.3.4.
2100 ON GAL. STIRRUPS
FLASHINGS TO WALL OPENINGS TO COMPLY WITH NCC
VOL 2, 3.5.4.6
'LINEA' WEATHERBOARD
CLADDING (or similar)
GF FL
0
ELEVATION 1
1 1 : 100
8° 8°
GF CL
2700
GF WH
2100
COMMON BRICKWORK
WITH RENDERED FINISH
GF FL
0
ELEVATION 2
2 1 : 100
GF CL
2700
GF WH
2100
POWDERCOATED ALUM
WINDOWS AND DOOR FRAMES
GF FL
0
INFILL OVER WINDOWS/DOORS
TO BUILDERS SPECS
2.4x3.5 PANEL-LIFT-DOOR
ELEVATION 3
3
5°
1 : 100 GF CL
2700
4200
GF WH
2100
GF FL
0
ELEVATION 4
4 1 : 100
© COPYRIGHT. THIS DRAWING REMAINS THE PROPERTY OF G.J GARDNER HOMES & IS PROVIDED FOR THE USE AS DESCRIBED & MAY NOT BE USED OR REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION. ANY LANDSCAPING (WHEN SHOWN) ARE FOR ILLUSTRATIVE PURPOSES ONLY AND DO NOT FORM PART OF ANY CONTRACT.
PAGE: SHEET SIZE: REV DRN CHK DETAILS DATE: I/WE HAVE CHECKED THE PLANS AND AGREE THAT
CLIENT: PROJECT: PROPOSED REL. RESIDENCE 5 A3 THEY ACCURATELY DEPICT THE HOUSE FOR
CUSTOM PLAN ASPECT HOUSE MICHAELA VAN DER STOEP
* DS RW PRELIMINARY DRAWINGS 16/02/21
CONSTRUCTION.
JOB NUMBER: A DS RW MINOR AMENDMENTS 04/03/21
PLANS LOT 9 ON RP908915 GJGSCN19073 B AK RW SURVEY & CONTOURS ADDED 11/03/21
JOB SPECIFICATION BY BUILDER TAKES
PRECEDENCE OVER THESE PLANS.
GJ NOOSA PTY LTD BEACH FACADE 8 DANDALOO LANE SALESPERSON:
DRAWING TITLE:
QLD QLD COOTHARABA, QLD CHRIS MCNEIL OWNER SIGNED: ............................... DATE: ..........
© COPYRIGHT EXCLUSIVE DATE: OWNER SIGNED: ............................... DATE: ..........
QBCC 1303975 TO G.J.GARDNER HOMES QBCC 1257937 ELEVATIONS 11/03/2021 BUILDER SIGNED: ............................. DATE: ..........