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Proposed Plan
Attached to the e-mail Operational Works Application OPW19/0193 - DA Form 1- Cover Letter - Proposed Plan - 91 Ewarts Rd COORAN.
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Plans and drawings
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Log in to see the plans as drawn CLIENT/S:
A. & S. Leontakianakos
PROJECT :
J 1907
ARCHITECTURAL SCHEDULE
Drawing No: DRAWING SCHEDULE REVISION No:
PROJECT ADDRESS: A-00-01 TITLE PAGE 10
LOT 61 #91 EWARTS ROAD, A-01-01 LOCATION PLAN 9
COORAN, QLD, A-01-02 SITE PLAN 9
A-01-03 SITE PLAN NO CONTOURS 9
A-01-04 DRIVEWAY 9
A-02-01 POLE PLAN 9
A-02-03 FLOOR PLAN 9
A-03-01 ELEVATIONS 9
A-03-02 ELEVATIONS 9
A-03-03 ELEVATIONS 9
A-04-01 SECTION A-A 9
A-04-02 SECTION B-B 9
A-05-01 SUB FLOOR FRAMING 10
A-05-02 UPPER FLOOR FRAMING PLAN 10
A-06-01 SUBFLOOR BRACING PLAN 9
A-06-02 UPPER BRACING PLAN 9
A-07-01 ROOF PLAN 9
A-08-01 STRUCTURAL DETAILS 9
A-08-02 POST AND FOOTING DETAILS 9
A-10-01 ACCESS DETAILS 9
A-11-01 WET AREA DETAILS 9
A-12-01 NOTES 9
A-13-01 ELECTRICAL PLAN 9
A-14-01 RETAINING WALL DETAILS 9
A-15-01 PERSPECTIVES 9
PHONE (07) 5476 8690 PO BOX 1244
0432 224 604 FAX (07) 5476 9380 BUDERIM 4556
TRU BUILT
job no :
[email protected] MOBILE 0418 986595
www.martensbd.com.au 1008
ABN: 20 218 687 996
QBSA: 126 4589 sheet no :
R & V DEVELOPMENTS PTY. LTD. LIC NO. 729650 A-00-01
This drawing is copyright and must not be reproduced in
c Copyright Martens Building Design whole or part without the written permission of sheet issue date :
R & V DEVELOPMENTS © 07/07/2019
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Full text of pages 2 to 13 (of 25)
Page 2
ROOFWATER DISCHARGE TO: SITE DESIGNATED BUSHFIRE PRONE
Kerb & Channel Suitable Sized Soakage Pit A Bushfire Hazard Rating of BAL 12.5 to All elevations applies to this dwelling.
Disperse On Site Inter Allotment Drainage Pit Construction must be in accordance with the relevant parts of AS3959-2018.
Rainwater Storage Tanks To Existing Approved System Refer to conditions on permit.
•Stormwater to be discharged so as to not cause erosion or nuisance to adjoining properties
•Stormwater system to comply with AS3500 Part 3
•All other details to Local Government Requirements
SHED LOCATION
HOUSE LOCATION
A-01-01 - LOCATION PLAN
1
1 : 5000
CONSTRUCTION
SCALE: No. Description Drawn Date
PHONE (07) 5476 8690 Martens Building Design CLIENT:
A. & S. Leontakianakos
SHEET:
9 WORKING DRAWINGS KURT 07/07/19
1 : 5000@ A3 FAX (07) 5476 9380 0432 224 604 A-01-
01-01 LOCATION PLAN
DATE:
07/07/19
DESIGNED:
MOBILE 0418 986595
PO BOX 1244
BUDERIM 4556
LIC NO. 729650
TRU BUILT [email protected]
ABN: 20 218 687 996
QBSA: 126 4589
ADDRESS:
LOT 61 #91 EWARTS ROAD,
COORAN, QLD,
REVISION:
9
WIND RATING
N5
MBD NO.:
FIRE RATING
Signed:___________________ TRU BUILT JOB NO.:
Rod Soppe R & V DEVELOPMENTS PTY. LTD. 1008 J 1907
Kurtis Martens / Owner
Page 3
NOTES
1) LEVELS & CONTOURS SHOWN ARE
BASED ON ASSUMED DATUM. PRIOR
TO CONSTRUCTION THE RELEVANT
AUTHORITY SHOULD BE CONTACTED
FOR POSSIBLE MINIMUM FLOOR
LEVEL REQUIREMENTS AND FLOOD
INFORMATION.
2) DP - 90Ø DOWNPIPES TO STORM
PROPOSED HOUSE WATER PIPES 100MM MIN. COVER.
R.L. 195.95 1 IN 100 MIN. FALL.
3) 1 - DOWNPIPE PER 12M OF
GUTTER REDUCE BY 1M FOR EACH
2739 BEND IN GUTTER
PAD LEVEL
4) STORM WATER PIPES SHALL BE
195.05 201 CONNECTED TO RAINWATER
3
STORAGE TANKS TO LOCAL
FU AUTHORITY REQUIREMENTS.
4527
OW TURE
NE SH
WATER TANK PAD LEVEL REQ APP R, SE ED B
350
44 UIR LICA PERA Y
195.665 ED T
30
40 F.F TION E
35 . L.
194
35 .74
25
30
30
15299
20
16365
17894
10200
11129
25
19048
15 25
13333
20
20
10 N O R T H
PROPERTY DESCRIPTION
LOT 61 ON CP M371155
15 91 EWARTS ROAD
3000
5 SUBURB COORAN QLD
LOCAL AUTH. SUNSHINE COAST
PARISH -
COUNTY -
10 AREAS M
2
LAND 1507
SITE PLAN NOTES: SITE COVERAGE
SITEWORKS LEGEND
23.02%
SURFACE WATER DRAINAGE MUST BE PREVENTED FROM ENTERING THE BUILDING WITH FGL SLOPING 50MM OVER FIRST 1M AWAY
FROM THE BUILDING & FINISHED SLAB LEVELS. CUT:- - DENOTES 100mm
FILL:- - DIA P.V.C STORM-
5 PAD AHD.:- - WATER PIPE.
HEIGHT AT MINIMUM FFL 150MM ABOVE FGL OR MINIMUM 100MM ABOVE FGL IN SANDY, WELL DRAINED AREAS OF LOW DENOTES 250 x 250
A-01-02 - SITE PLAN RAINFALL INTENSITY (Q20 125MM) OR 50MM ABOVE IMPERMABLE PAVED OR CONCRETED AREAS30IN00ACCORDANCE WITH NCC P F.F.L. AHD.:- VARIES SURFACE WATER GRATE
SWG
1 3.1.2.3
NOTE : PLATFORM HEIGHT
& RETAINING CAN VARY
CONNECTED TO SEPARATE
STORMWATER PIPE.
1 : 200 This drawing is copyright and must not be reproduced in DUE TO SITE COND.
BUILDER TO FOLLOW THE BEST PRACTICE GUIDELINES FOR CONTROLLING STORMWATER POLLUTION FROM BUILDING SITES whole or part without the written permission of
WRITTEN DIMENSIONS SHALL TAKE
CONSTRUCTION STIPULATED BY LOCAL COUNCIL R & V DEVELOPMENTS © PRECEDENCE OVER SCALE.
SURVEYOR No. - -
SCALE: No. Description Drawn Date THE(07)
PHONE BUILDER
5476 8690IS RESPONSIBLE TO CHECK ALL EXISTING SERVICES PRIOR TO BEGINNING CONSTRUCTION.
Martens Building Design CLIENT: SHEET:
1 PRELIMINARY KURT 04/04/19 A. & S. Leontakianakos A-01-
01-02 SITE PLAN
As indicated@ FAX (07) 5476 9380 0432 224 604
TRU BUILT
2 REVISIONS KURT 17/04/19 MOBILE 0418 986595
DATE:
A3 3 REVISIONS KURT 01/05/19 [email protected] ADDRESS: REVISION: WIND RATING FIRE RATING
07/07/19 4 REVISIONS KURT 06/05/19 PO BOX 1244 ABN: 20 218 687 996 LOT 61 #91 EWARTS ROAD, 9 N5 BA L 19
BUDERIM 4556
DESIGNED: 5 DRIVEWAY KURT 14/05/19
LIC NO. 729650
QBSA: 126 4589 COORAN, QLD,
6 REVISIONS KURT 23/05/19 Signed:___________________ TRU BUILT JOB NO.: MBD NO.:
Rod Soppe 7 DECK SIZE KURT 06/05/19 R & V DEVELOPMENTS PTY. LTD. 1008 J 1907
9 WORKING DRAWINGS KURT 07/07/19
Kurtis Martens / Owner
Page 4
PROPOSED HOUSE
R.L. 195.95
PAD LEVEL
195.05
FU
OW TURE
NE SH
WATER TANK REQ APP R, SE ED B
PAD LEVEL UIR LICA PERA Y
ED T
195.665 F.F TION E
. L.
194
.74
BU
ILD DR
ER IVE
TO WAY
C O PL
17
4 NF A N
15299
96
3
IRM IS
99
22 E X I ND
16365
17902
AC ICA
10200
10206
6
T
LO TIVE
11129
17
CA O
12
TIO NLY
19048
N
ON
SIT
E
13333
CONSTRUCTION
SCALE: No. Description Drawn Date
PHONE (07) 5476 8690 Martens Building Design CLIENT:
A. & S. Leontakianakos
SHEET:
3 REVISIONS KURT 01/05/19
1 : 200@ A3 FAX (07) 5476 9380 0432 224 604 A-01-
01-03 SITE PLAN NO CONTOURS
TRU BUILT
4 REVISIONS KURT 06/05/19 MOBILE 0418 986595
DATE:
5 DRIVEWAY KURT 14/05/19 [email protected] ADDRESS: REVISION: WIND RATING FIRE RATING
07/07/19 6 REVISIONS KURT 23/05/19 PO BOX 1244 ABN: 20 218 687 996 LOT 61 #91 EWARTS ROAD, 9 N5
BUDERIM 4556
DESIGNED: 7 DECK SIZE KURT 06/05/19
LIC NO. 729650
QBSA: 126 4589 COORAN, QLD,
9 WORKING DRAWINGS KURT 07/07/19 Signed:___________________ TRU BUILT JOB NO.: MBD NO.:
Rod Soppe R & V DEVELOPMENTS PTY. LTD. 1008 J 1907
Kurtis Martens / Owner
Page 5
BOUNDARY
2 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44
201.00
FENCE
200.00
199.00
198.00
197.00
N.G.L.
196.00
PAD 195.665
N.G.L.
195.00 GARAGE F.F.L. 194.70
194.00
193.00
7183 2000
1:5 (20%) 1:8 (12.5%)
SHED
9020 6730 6000 8759 3491 10000
1:8 (12.5%) 1:5 (20%) 1:4 (25%) 1:8 (12.5%) FLAT 1:5 (20%)
BOUNDARY
2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34
201.00
FENCE
200.00
199.00
198.00
197.00
196.00
PAD 195.665
195.00
194.00
193.00
3094 1500 15406 15550
1:8.86 (11.28%) FLAT 1:9.13 (10.95%) 1:5 (20%)
DRIVEWAY DETAILS DRIVEWAY DETAIL - 1:100
NOTE: THE ABOVE IS SIMPLIFIED TRANSITIONS, THERE
CONSTRUCTION IS TO BE A CURVATURE ALLOWANCE AT CHANGE OF GRADE.
SCALE: No. Description Drawn Date
PHONE (07) 5476 8690 Martens Building Design CLIENT:
A. & S. Leontakianakos
SHEET:
9 WORKING DRAWINGS KURT 07/07/19
1 : 100@ A3 FAX (07) 5476 9380 0432 224 604 A-01-
01-04 DRIVEWAY
DATE:
07/07/19
DESIGNED:
MOBILE 0418 986595
PO BOX 1244
BUDERIM 4556
LIC NO. 729650
TRU BUILT [email protected]
ABN: 20 218 687 996
QBSA: 126 4589
ADDRESS:
LOT 61 #91 EWARTS ROAD,
COORAN, QLD,
REVISION:
9
WIND RATING
N5
MBD NO.:
FIRE RATING
Signed:___________________ TRU BUILT JOB NO.:
Rod Soppe R & V DEVELOPMENTS PTY. LTD. 1008 J 1907
Kurtis Martens / Owner
Page 6
200 3990 3990 319 12110
200
3000
3000
90 820 90 2000
188
90 820 90
2800
189
200
2736 2855 2736
3805 4145
190
3805
3750
4145
1000
200
3805 4145
200
200
3670 3670 191
3640 3980 200
200
3800
3640 3980 200
3750
3750
3640
3750
3980
192
3750
200
PAD LEVEL 200
195.05
3176 3176
3475 3815
200
200
3475
193
3750
1500 3815
3750
3475 STRIP FOOTING 3815
200
200
PAD LEVEL
194
200
195.665
2840 1848
14014 2840 1848 11106 2045
200 5900 200 118
5800
195
196
200
A-02-01 - POLE LAYOUT
1 197 This drawing is copyright and must not be reproduced in
1 : 100 whole or part without the written permission of
R & V DEVELOPMENTS ©
CONSTRUCTION
SCALE: No. Description Drawn Date
PHONE (07) 5476 8690 Martens Building Design CLIENT:
A. & S. Leontakianakos
SHEET:
1 PRELIMINARY KURT 04/04/19
1 : 100@ A3 FAX (07) 5476 9380 0432 224 604 A-02-
02-01 POLE PLAN
TRU BUILT
2 REVISIONS KURT 17/04/19 MOBILE 0418 986595
DATE:
3 REVISIONS KURT 01/05/19 [email protected] ADDRESS: REVISION: WIND RATING FIRE RATING
07/07/19 4 REVISIONS KURT 06/05/19 PO BOX 1244 ABN: 20 218 687 996 LOT 61 #91 EWARTS ROAD, 9 N5 BA L 19
BUDERIM 4556
DESIGNED: 5 DRIVEWAY KURT 14/05/19
LIC NO. 729650
QBSA: 126 4589 COORAN, QLD,
6 REVISIONS KURT 23/05/19 Signed:___________________ TRU BUILT JOB NO.: MBD NO.:
Rod Soppe 7 DECK SIZE KURT 06/05/19 R & V DEVELOPMENTS PTY. LTD. 1008 J 1907
9 WORKING DRAWINGS KURT 07/07/19
Kurtis Martens / Owner
Page 7
11244 8380 12229
90 2634 90 2752 90 2634 90 ROOF - SISALATION
EXT WALLS - SISALATION +R2.0 BATTS
CEILING - R3.0 SISALATION
DP MINIMIUM KITCHEN LAYOUT IS DIAGRAMMATIC
4 ONLY REFER TO CABINET MAKERS
90
BUSHFIRE SPECIFICATIONS FOR KITCHEN LAYOUT
3 1 STANDARD BAL19, ALL DOORS, ELECTRICAL APPLIANCE &
2 CONFIRM WITH PLUMBING REFER TO BUILDERS
2910
SPECIFICATION FOR DETAILS OF ALL
90 BUILDER
ELEVATIONS 90 0 90 90 1
650
1500
FIXTURES.
ENERGY EFFICIENCY DESIGNED IN
0 90 52 000 90 52
0 90
90
1164 3500
90
1410 3000 1266
0
ACCORDANCE WITH DEEMED TO
6000
6000
6000
3000 SATISFY PROVISIONS OF THE B.C.A.
90
90
4700
90 52
0 90 VERANDAH 90
90 52
0 90 1
000
ENERGY EFFICIENT REQUIREMENTS
90 1910 600 9
0 520 SMOKE ALARMS COMPLYING WITH
4590 1900 90
900 90
1000 90 90 52
0 90 3000 A.S. 3786 TO BE INSTALLED AND
1510
2910
90 1000 TO CONSUMER MAINS
CONNECTED
90 3000
000 90
POWER IN ACCORDANCE3 WITH B.C.A.
90 1 1
1000 SERVERY A-04-02 9PART
0 3.7.2
000
DP 1815 ASW 2142 TIMBER BI FOLD 1215 ASW DP121
5 ASW 1506
ASW
90
90
1815 90 1510 473 4210 473 1510 90 D/H CAN T
DP DP ILEVER
E D DECK2115 ASD 6760 2115 E
AS D DEC
R
I L EV E 2658 D K 820
CAN T 165.00°
2991
3277
1/2 G
RY
.L.
S /D
G.
PANT
2132 LIVING DINING KITCH.
R S/D
2115
4820
T. &
MIRRO
DP 2 T. & G. T. & G. T. & G. ASD
BEDRPET VILLA BOARD LINING TO
BED 3 DP
MIRRO
1000
ROBE
1000
720
CA CARPE
R S/D
R
WALL FOR FUTURE
W.M.
T
ROBE
L'DRY
90
90
S/D
FIREPLACE BY OWNER
90
ROBE
820 C
MIRRO
820
1000
ASW
ER MIRRO
90
MASETD
90
BR .
R S/D BENCH
90
.S.D REF.
90
ONLY TOP
0615
LINEN
820
3230
90
B PET
0615
LINEN 420 TO L'D
BR .
820 C.S.D
CAR 820 720 RY
2180
ASW
2270
1000W
4430
820
2330
4430
RECES x600Hx70D 420
MIRRO
.S.D DECK
720 C MUD ROOM FOYER ABOVE S @ 1200H TILED 1000
820
2810
FLOOR 420 MU
R S/D
ROBE
Y R 165.00°
.S.D
FAM&ILG.
LE
PURPLTI
90
1000
90
720 C
TILES T. & G.
B VEL.
4150
7652
MIRRO E
S/D
ED 4
720
ROB
BR .
7631
0 90
ROOO
1000
7150
T. SE
000
1200
2042 2450 1742 WALL CARPE 720
W.I.R.T
442
BATH
1152
ANITY, E VANITY HUNG
T M
90 1
0 85
CARPE
720
V
045-1
T. &
90
HUNG ALL FRAM WALL , WASTE T G.
90
90
LL
90
W A TO W 1200
00 9
90
FRAME O
1000
WASTE
W.C.
1815 ASW 1815 ASW
R S/D
2
ENS.
7720
DP DP
PORCH
0 10
1500
ROBE
ASW
1510
2090
0 90
1815
8 ASW
ASW
50 9
MIRRO
11 ASW
90 61
DP 2
3200
DP
3200
1600
0615
90
90 8
ASW
0615
90
0906
3000
2 ASW ILED
1600
1000 1162 ASW
045-1 0
2570
DP 70D T
x 1060
0 1815
x600H ASW DP
2180
1
2330
750
1600W @ 1200H VEL.
90
90
A-04-02
90
S
RECES FLOOR LE
7500
ABOVE
PORTE COCHERE
90
750
1000
AREAS-
90
5800
90
1000
90
3000
Name Area
4756
4493
DECKS 19.92 m²
DECKS 33.40 m²
PORTE COCHERE 47.25 m² 1
A-04-01
VERANDA 50.28 m²
LIVING AREA 241.74 m²
200
DP This drawing is copyright and must not be reproduced in
A-02-03 - GROUND FLOOR PLAN Grand total 392.59 m²
whole or part without the written permission of
1
1 : 100 R & V DEVELOPMENTS ©
1730 2840 1730
200 5900 200
CONSTRUCTION 2045 10239 6300 11224 2045
SCALE: No. Description Drawn Date
PHONE (07) 5476 8690 Martens Building Design CLIENT:
A. & S. Leontakianakos
SHEET:
2 REVISIONS KURT 17/04/19
1 : 100@ A3 FAX (07) 5476 9380 0432 224 604 A-02-
02-03 FLOOR PLAN
TRU BUILT
3 REVISIONS KURT 01/05/19 MOBILE 0418 986595
DATE:
4 REVISIONS KURT 06/05/19 [email protected] ADDRESS: REVISION: WIND RATING FIRE RATING
07/07/19 5 DRIVEWAY KURT 14/05/19 PO BOX 1244 ABN: 20 218 687 996 LOT 61 #91 EWARTS ROAD, 9 N5 BA L 19
BUDERIM 4556
DESIGNED: 6 REVISIONS KURT 23/05/19
LIC NO. 729650
QBSA: 126 4589 COORAN, QLD,
7 DECK SIZE KURT 06/05/19 Signed:___________________ TRU BUILT JOB NO.: MBD NO.:
Rod Soppe 8 INTERNAL DOORS KURT 26/06/19 R & V DEVELOPMENTS PTY. LTD. 1008 J 1907
9 WORKING DRAWINGS KURT 07/07/19
Kurtis Martens / Owner
Page 8
8.5m
BUILD
ING
NOTES
ENVE ROOF PITCHED AT 25° WITH 900 WIDE EAVES
LOPE
UNLESS NOTED OTHERWISE.
AS PER VOLUME 2 BCA 3.9.2.5 FALL
COLOURBOND PREVENTION TO BEDROOM WINDOWS IS TO
FASCIA & GUTTER BE EITHER:
SHEET METAL ROOFING -MIN 1.7m ABOVE FINISHED FLOOR LEVEL
WITH R.B.M. -RESTRICTION OF WINDOW OPENING TO 12)
mm MAX SO AS NOT TO PERMIT A 125mm
SPHERE TO PASS THROUGH
-A SCREEN WITH SECURE FITTINGS ABLE TO
WITHSTAND 250n OUTWARD HORIZONTAL
WEATHERBOARDS ACTION.
WITH R.B.M.
& R2.0 BATTS IN A CASE WHERE THE SCREEN OR DEVICE
CAN BE UNLOCKED OR REMOVED, A CHILD
RESISTANT MECHANISM MUST BE INSTALLED
N.G.L. = NATURAL GROUND LINE
A.J. = ARTICULATION JOINT
R.B.M. = REFLECTIVE BUILDING
MEMBRANE
This drawing is copyright and must not be reproduced in
whole or part without the written permission of
R & V DEVELOPMENTS ©
A-03-01 - ELEVATION 1 WEST
1
1 : 100
PE
N VELO
ING E
BUILD
8.5m
COLOURBOND SHEET METAL ROOFING
FASCIA & GUTTER WITH R.B.M. UPPER CEILING
198.710
FRAMING
WEATHERBOARDS
2760
WITH R.B.M.
& R2.0 BATTS
FLOOR PLAN
R.L.195.950
A-03-02 - ELEVATION 3 EAST
2
1 : 100
IMPORTANT NOTICE:
THERE ARE NO ATYPICAL DESIGN FEATURES IN
THIS CONSTRUCTION THAT PRESENT UNUSUAL
CONSTRUCTION WORKPLACE, HEALTH & SAFETY ISSUES IN THE
CONSTRUCTION, MAINTENANCE, USE OR
DEMOLITION OF THIS STRUCTURE.
SCALE: No. Description Drawn Date
PHONE (07) 5476 8690 Martens Building Design CLIENT:
A. & S. Leontakianakos
SHEET:
1 PRELIMINARY KURT 04/04/19
1 : 100@ A3 FAX (07) 5476 9380 0432 224 604 A-03-
03-01 ELEVATIONS
TRU BUILT
2 REVISIONS KURT 17/04/19 MOBILE 0418 986595
DATE:
3 REVISIONS KURT 01/05/19 [email protected] ADDRESS: REVISION: WIND RATING FIRE RATING
07/07/19 4 REVISIONS KURT 06/05/19 PO BOX 1244 ABN: 20 218 687 996 LOT 61 #91 EWARTS ROAD, 9 N5 BA L 19
BUDERIM 4556
DESIGNED: 5 DRIVEWAY KURT 14/05/19
LIC NO. 729650
QBSA: 126 4589 COORAN, QLD,
6 REVISIONS KURT 23/05/19 Signed:___________________ TRU BUILT JOB NO.: MBD NO.:
Rod Soppe 7 DECK SIZE KURT 06/05/19 R & V DEVELOPMENTS PTY. LTD. 1008 J 1907
9 WORKING DRAWINGS KURT 07/07/19
Kurtis Martens / Owner
Page 9
NOTES
ROOF PITCHED AT 25° WITH 900 WIDE EAVES
UNLESS NOTED OTHERWISE.
AS PER VOLUME 2 BCA 3.9.2.5 FALL
PREVENTION TO BEDROOM WINDOWS IS TO
BE EITHER:
-MIN 1.7m ABOVE FINISHED FLOOR LEVEL
-RESTRICTION OF WINDOW OPENING TO 12)
mm MAX SO AS NOT TO PERMIT A 125mm
SPHERE TO PASS THROUGH
-A SCREEN WITH SECURE FITTINGS ABLE TO
WITHSTAND 250n OUTWARD HORIZONTAL
ACTION.
IN A CASE WHERE THE SCREEN OR DEVICE
CAN BE UNLOCKED OR REMOVED, A CHILD
RESISTANT MECHANISM MUST BE INSTALLED
N.G.L. = NATURAL GROUND LINE
A.J. = ARTICULATION JOINT
R.B.M. = REFLECTIVE BUILDING
MEMBRANE
25.0°
GARAGE ROOF
COLOURBOND PITCH
FASCIA & GUTTER
UPPER CEILING UPPER CEILING
198.710 198.710
WEATHERBOARDS
WITH R.B.M.
& R2.0 BATTS WEATHERBOARDS
WITH R.B.M.
& R2.0 BATTS
FLOOR PLAN FLOOR PLAN
R.L.195.950 R.L.195.950
A-03-01- ELEVATION 2 NORTH
1
1 : 100
IMPORTANT NOTICE:
THERE ARE NO ATYPICAL DESIGN FEATURES IN
THIS CONSTRUCTION THAT PRESENT UNUSUAL
CONSTRUCTION WORKPLACE, HEALTH & SAFETY ISSUES IN THE
CONSTRUCTION, MAINTENANCE, USE OR
DEMOLITION OF THIS STRUCTURE.
SCALE: No. Description Drawn Date
PHONE (07) 5476 8690 Martens Building Design CLIENT:
A. & S. Leontakianakos
SHEET:
1 PRELIMINARY KURT 04/04/19
1 : 100@ A3 FAX (07) 5476 9380 0432 224 604 A-03-
03-02 ELEVATIONS
TRU BUILT
2 REVISIONS KURT 17/04/19 MOBILE 0418 986595
DATE:
3 REVISIONS KURT 01/05/19 [email protected] ADDRESS: REVISION: WIND RATING FIRE RATING
07/07/19 4 REVISIONS KURT 06/05/19 PO BOX 1244 ABN: 20 218 687 996 LOT 61 #91 EWARTS ROAD, 9 N5 BA L 19
BUDERIM 4556
DESIGNED: 5 DRIVEWAY KURT 14/05/19
LIC NO. 729650
QBSA: 126 4589 COORAN, QLD,
6 REVISIONS KURT 23/05/19 Signed:___________________ TRU BUILT JOB NO.: MBD NO.:
Rod Soppe 7 DECK SIZE KURT 06/05/19 R & V DEVELOPMENTS PTY. LTD. 1008 J 1907
9 WORKING DRAWINGS KURT 07/07/19
Kurtis Martens / Owner
Page 10
NOTES
ROOF PITCHED AT 25° WITH 900 WIDE EAVES
UNLESS NOTED OTHERWISE.
AS PER VOLUME 2 BCA 3.9.2.5 FALL
PREVENTION TO BEDROOM WINDOWS IS TO
BE EITHER:
-MIN 1.7m ABOVE FINISHED FLOOR LEVEL
-RESTRICTION OF WINDOW OPENING TO 12)
mm MAX SO AS NOT TO PERMIT A 125mm
SPHERE TO PASS THROUGH
-A SCREEN WITH SECURE FITTINGS ABLE TO
WITHSTAND 250n OUTWARD HORIZONTAL
ACTION.
IN A CASE WHERE THE SCREEN OR DEVICE
CAN BE UNLOCKED OR REMOVED, A CHILD
RESISTANT MECHANISM MUST BE INSTALLED
N.G.L. = NATURAL GROUND LINE
A.J. = ARTICULATION JOINT
R.B.M. = REFLECTIVE BUILDING
MEMBRANE
25.0°
ROOF PITCH
UPPER CEILING
198.710
WEATHERBOARDS WEATHERBOARDS
WITH R.B.M. WITH R.B.M.
& R2.0 BATTS & R2.0 BATTS
FLOOR PLAN
R.L.195.950
A-03-02 - ELEVATION 4 SOUTH
1
1 : 100
This drawing is copyright and must not be reproduced in IMPORTANT NOTICE:
whole or part without the written permission of THERE ARE NO ATYPICAL DESIGN FEATURES IN
THIS CONSTRUCTION THAT PRESENT UNUSUAL
R & V DEVELOPMENTS ©
CONSTRUCTION WORKPLACE, HEALTH & SAFETY ISSUES IN THE
CONSTRUCTION, MAINTENANCE, USE OR
DEMOLITION OF THIS STRUCTURE.
SCALE: No. Description Drawn Date
PHONE (07) 5476 8690 Martens Building Design CLIENT:
A. & S. Leontakianakos
SHEET:
1 PRELIMINARY KURT 04/04/19
1 : 100@ A3 FAX (07) 5476 9380 0432 224 604 A-03-
03-03 ELEVATIONS
TRU BUILT
2 REVISIONS KURT 17/04/19 MOBILE 0418 986595
DATE:
3 REVISIONS KURT 01/05/19 [email protected] ADDRESS: REVISION: WIND RATING FIRE RATING
07/07/19 4 REVISIONS KURT 06/05/19 PO BOX 1244 ABN: 20 218 687 996 LOT 61 #91 EWARTS ROAD, 9 N5
BUDERIM 4556
DESIGNED: 5 DRIVEWAY KURT 14/05/19
LIC NO. 729650
QBSA: 126 4589 COORAN, QLD,
6 REVISIONS KURT 23/05/19 Signed:___________________ TRU BUILT JOB NO.: MBD NO.:
Rod Soppe 7 DECK SIZE KURT 06/05/19 R & V DEVELOPMENTS PTY. LTD. 1008 J 1907
9 WORKING DRAWINGS KURT 07/07/19
Kurtis Martens / Owner
Page 11
8.5m
BUILD
ING
ENVE
LOP E
ENGINEER DESIGNED ROOF
TRUSSES AT 900 CRS MAX
COLORBOND FASCIA
AND GUTTER
UPPER CEILING
198.710
460
2760
2760
N.G.L
. PORTICO COCHERE ENTRY LIVING VERANDAH
2100
2100
2585
FLOOR PLAN
R.L.195.950
FLOOR FRAMING AND
BRACING AS DESIGNED
WATER PROOFING NOTES:
1.0Damp course under yellow tongue flooring on all deck areas.
2.0Cladding to cover floor joists on non deck areas.
3.0Decking flashing on ALL deck areas in all directions
4.0Window flashing on all windows and doors except where eave is hard on the window or door
4.1Flashing is be 25mm past the edge of the window.
4.2Larger flashing is required for 3+ door track
5.0Flashing over wall penetrations such as beams and joists etc
5.2Flashing to be installed 25mm past the edge A-04-01 - SECTION A-A
5.3Damp course flashing around penetration similar to a window edge flashing 1
5.4Seal beam to the claddings 1 : 50
5.5Install cover strips around the penetration and seal under the cover strips FOOTINGS TO ENGINEERS
6.0Use stops not cover strips on all corners DESIGNED
6.1Seal cladding to cover strips
7.0Damp course on all corners and over deck flashing
8.0Sisalation over damp course
9.0Horizontal joins on cladding to have over under flashing and cover strips.
10.0Timber joinery (Front doors and timber windows)
10.1Flashing to be installed 25mm past the edge
10.2Install damp course flashing
10.2.1Similar to a window edge flashing
10.3Seal to the claddings
10.4Install cover strips and seal under the cover strips
CONSTRUCTION
SCALE: No. Description Drawn Date
PHONE (07) 5476 8690 Martens Building Design CLIENT:
A. & S. Leontakianakos
SHEET:
1 PRELIMINARY KURT 04/04/19
1 : 50@ A3 FAX (07) 5476 9380 0432 224 604 A-04-
04-01 SECTION A-
A- A
TRU BUILT
9 WORKING DRAWINGS KURT 07/07/19 MOBILE 0418 986595
DATE: [email protected] ADDRESS: REVISION: WIND RATING FIRE RATING
07/07/19 PO BOX 1244 ABN: 20 218 687 996 LOT 61 #91 EWARTS ROAD, 9 N5 BA L 19
BUDERIM 4556
DESIGNED:
LIC NO. 729650
QBSA: 126 4589 COORAN, QLD,
Signed:___________________ TRU BUILT JOB NO.: MBD NO.:
Rod Soppe R & V DEVELOPMENTS PTY. LTD. 1008 J 1907
Kurtis Martens / Owner
Page 12
ENGINEER DESIGNED ROOF
TRUSSES AT 900 CRS MAX
COLORBOND FASCIA
AND GUTTER
UPPER CEILING
198.710
PAINTED UPVC
DOWNPIPES
FRAMING
2760
ALUMINIUM WINDOWS
AND SLIDING DOORS
JOINERY
bed 3 bed 4
2100
FLOOR PLAN
R.L.195.950
FLOOR FRAMING AND
BRACING AS DESIGNED
A-04-02 - SECTION B-B
1
1 : 50
CONSTRUCTION
SCALE: No. Description Drawn Date
PHONE (07) 5476 8690 Martens Building Design CLIENT:
A. & S. Leontakianakos
SHEET:
9 WORKING DRAWINGS KURT 07/07/19
1 : 50@ A3 FAX (07) 5476 9380 0432 224 604 A-04-
04-02 SECTION B-
B-B
DATE:
07/07/19
DESIGNED:
MOBILE 0418 986595
PO BOX 1244
BUDERIM 4556
LIC NO. 729650
TRU BUILT [email protected]
ABN: 20 218 687 996
QBSA: 126 4589
ADDRESS:
LOT 61 #91 EWARTS ROAD,
COORAN, QLD,
REVISION:
9
WIND RATING
N5
MBD NO.:
FIRE RATING
BA L 19
Signed:___________________ TRU BUILT JOB NO.:
Rod Soppe R & V DEVELOPMENTS PTY. LTD. 1008 J 1907
Kurtis Martens / Owner
Page 13
BR1 (2-SPAN)
A 70min-100max
Penetrate Post Check bearer -
fully into pole.
Trimmer CR S
450
10 @ 6 bolt Ø Min.
45 MGP
240x 5 bolt Ø Min. Bearer fixed to pole
Bearer with
BR2 (2-SPAN) 4 bolt Ø Min. 4/M12 bolts with
50mm sq washers.
HWD Pole
Full Depth Solid Block 3 Battern screws to each face. 240x Bearer fixed to pole
45 M with 4/M12 bolts HWD Pole
GP10
WALL @450 with 50mm sq
VERANDAH POST DETAIL A DB EARING CRS
LO washers.
NDER
W N ON U WN INTERNAL FLOOR BEARER CONNECTION TO POLE (U.N.O.)
O O
R TIED .17 (d) TIEDORS (4.9kN)
T O BEARE 9 A NC H BR5 (3-SPAN) JOIST
TO BE
JOIST MING ARER
2 FRA TIEDOW
N ON
9
BR6 ( 2 FRA .17 (d) TIE UNDER LOA
2-SPAN MING D DBEAR
ANCHO OWN
D.J.
D.J.
N) ) ING W
BR4 (3-SPA CRS RS (4.9 ALL
450 kN)
P10 @ BR6 (
240x4 G 2-SPAN
5 MG 5 M RS )
P10 @ 24 0x4 @4 5 0 C
4 50 CR MGP10
S 240x45
P10
2/240
2/2 BR9 (2-SPAN)
MG
GP10
40x 45
45 40x
x45 M
MG 2/2
x45 M
P10
D.J.
D.J.
-SPAN
) RS
GP10
BR8 (3
240 BR10 0 C
2/240
24
(3-SPA
x45 @45
S
CR
0x4
M N) 0
GP1 GP1
5
0
S
5
CR 0 @ 5 M
MG
)
@4
SINGLE
0 450 0x4
P10
5 24
P10
@4 CRS
BR3 (2
MG
@4
0 0 CR S
BR7 (
)
P1
2-SPAN
GP10 @45
5
MG M
0
5
2/240
5
240 x4
0x4
-SPAN
CR
x45
GP10
BR12 (2-SPAN)
24
S
0
BR3 (
24
x45 M
)
240
x45 M
x4
@45 5 MG
GP10
) 0 C P10 JOISTS
2/240
(3 -SPAN RS BR13 NOTE: JOISTS TO BE H3 TREATED WHERE EXPOSED AT
BR11 (3-SPA
N) DECKS
JOIST TO BEARER TIEDOWN ON UNDER LOADBEARING WALL HERRINGBONE STRUTTING OR SOLID BLOCKING SHALL BE
9.17 (d) TIEDOWN PROVIDED IN EVENLY SPACED ROWS BETWEEN JOISTS
2 FRAMING ANCHORS (4.9kN) AS FOLLOWS:- FOR SPANS UP TO 3.0m NOT REQUIRED
FOR SPANS OVER 3.0m TO 4.2m ONE ROW FOR SPANS
2400 2400 OVER 4.2m TO 6.0m TWO ROWS
1200 1200
DESCRIPTION OF POLES
Additional blocking or strutting for 150-200ø Hardwood Poles H5 Treated Refer Engineers
Drawings for Footing Details
x. unseasoned deep joists over 3.0m
0 Ma MEMBER SIZE SUPPORT
span with no ceiling underneath
180 Bearers
BR1 300x58 SMART LVL15 POST All Bearers to be Treated to Min. H3 Level
B D BR2 300x58 SMART LVL15 POST
Outside joist A
BR3 2/300x42 SMART LVL15 POST Check bearer - 70min-100max
pairs shall be 6 bolt Ø Min. 6 bolt Ø Min.
BR4 2/300x42 SMART LVL15 POST fully into pole.
blocked POST
BR5 240x42 SMART LVL15
Floor joist. BR6 2/300x58 SMART LVL15 POST 6 bolt Ø Min.
BR7 300x58 SMART LVL15 POST
BR8 300x58 SMART LVL15 POST Jose David Lesmes 5 bolt Ø Min. Bearer fixed to pole with
BR9 300x58 SMART LVL15 POST BEng Civil, MIEngAust 2/M12 bolts with 50mm
BR10 300x58 SMART LVL15 POST 4 bolt Ø Min. sq washers.
180 BR11 300x58 SMART LVL15 POST RPEQ
0 M Lower storey studs (all HWD Pole
ax. supporting walls or bearer) BR12 300x58 SMART LVL15 POST As per strucutral certificate
POST Bearer fixed to pole with
BR13 300x58 SMART LVL15 2/M12 bolts with 50mm HWD Pole
SOLID BLOCKING DETAIL dated 29-07-2019
sq
CONSTRUCTION washers. Bolts certral to
INTERNAL FLOOR BEARER CONNECTION TO POLE (U.N.O.)
pole.
SCALE: No. Description Drawn Date
PHONE (07) 5476 8690 Martens Building Design CLIENT:
A. & S. Leontakianakos
SHEET:
9 WORKING DRAWINGS KURT 07/07/19
1 : 100@ A3 FAX (07) 5476 9380 0432 224 604 A-05-
05-01 SUB FLOOR FRAMING
TRU BUILT
10 ENGINEERS REVISIONS KURT 24/07/19 MOBILE 0418 986595
DATE: [email protected] ADDRESS: REVISION: WIND RATING FIRE RATING
24/07/19 PO BOX 1244 ABN: 20 218 687 996 LOT 61 #91 EWARTS ROAD, 10 N5 BA L 19
BUDERIM 4556
DESIGNED:
LIC NO. 729650
QBSA: 126 4589 COORAN, QLD,
Signed:___________________ TRU BUILT JOB NO.: MBD NO.:
Rod Soppe R & V DEVELOPMENTS PTY. LTD. 1008 J 1907
Kurtis Martens / Owner
The text continues on page 14.