Council archive · source document
33997 plans · 152004.240041.3
Attached to the e-mail Change to Building Envelope - GIA - 152004.240041.3.
Plans and drawings: the text below has words only, no drawings.
CLIENT : CONSTRUCTION NOTES : DRAWING REGISTER
M. AND D. VENTURA. GENERAL :
ALL WORK TO COMPLY WITH THE BUILDING CODE OF AUSTRALIA AND ITS MOST CURRENT
SHEET
01 TITLE PAGE
DESCRIPTION ISSUE
A
DATE
15 11 18
AMENDMENTS FOR A CLASS 1 BUILDING OF TYPE C CONSTRUCTION 02 SITE PLAN A 15 11 18
03 EXISTING FLOOR PLANS A 15 11 18
PROJECT SITE VERIFICATION : 04 PROPOSED GROUND FLOOR A 15 11 18
PROPOSED ALTERATIONS AND
BEFORE COMMENCING CONSTRUCTION ALL DIMENSIONS, EXISTING LEVELS, FINISHED 05 PROPOSED DIMENSION PLAN A 15 11 18
LEVELS AND ALL SITE SERVICES ARE TO BE VERIFIED BY THE BUILDER ON SITE. 06 PROPOSED ELEVATIONS A 15 11 18
07 PROPOSED ELEVATIONS A 15 11 18
EXTENSIONS TO AN EXISTING
STRUCTURAL DESIGN :
WHERE A STRUCTURAL ENGINEER HAS BEEN CONSULTED CONSTRUCTION IS TO COMPLY 08 PROPOSED SECTIONS A 15 11 18
STRICTLY WITH THE STRUCTURAL ENGINEER'S DRAWINGS AND SPECIFICATIONS 09 PROPOSED SECTION A 15 11 18
RESIDENCE
10 W. H. & S. NOTES A 15 11 18
TIMBER CONSTRUCTION :
STORAGE AND ERECTION OF TIMBER TO BE IN ACCORDANCE WITH AS 1720 - TIMBER
STRUCTURES CODE AND AS 1684 - TIMBER FRAMING CODE AND THE BCA - PART 3.2.5.6 TO
3.10.1.0 Suppl't ELECTRICAL PLAN A 15 11 18
Suppl't 4 x PERSPECTIVE VIEWS A 15 11 18
LOCATION : STEEL CONSTRUCTION :
35 BOOYONG DRIVE,
ALL STRUCTURAL STEELWORK TO COMPLY WITH THE STRUCTURAL ENGINEER'S DRAWINGS
AND SPECIFICATIONS AND WITH AS 4100 - STEEL STRUCTURES AND THE BCA - PART 3.2.5.6 TO
3.11.6
BLACK MOUNTAIN, MASONRY CONSTRUCTION :
ALL MASONRY TO COMPLY WITH AS 3700 - MASONRY IN BUILDINGS AND WITH THE BCA - PART AMENDMENTS
QUEENSLAND.
3.3.1.0 TO 3.11.6
ISSUE DESCRIPTION BY DATE
FENESTRATION :
ALL WINDOWS AND SLIDING GLASS DOORS TO COMPLY WITH AS 2047 - WINDOWS IN BUILDINGS A BUILDING APPROVAL CM 15 11 18
SELECTION AND INSTALLATION AND THE BCA - PART 3.6.0 TO 3.12.3.3
SITE DETAILS : EXTERNAL FIXTURES AND FITTINGS :
LOT 8 ON SP 199350
TO BE NON COMBUSTIBLE AND HOT DIP GALVANISED OR OF CORROSION RESISTANT MATERIAL
SMOKE DETECTORS : CONSULTANTS :
AREA : 2.308 ha
APPROVED SMOKE DETECTORS ARE TO BE INSTALLED IN ALL RESIDENTIAL BUILDINGS
WITH CONNECTION TO MAINS SUPPLIED POWER AND WITH BATTERY BACKUP SYSTEM
ALL IN ACCORDANCE WITH AS 3766 AND THE BCA - PART 3.7.2.2
MECHANICAL VENTILLATION :
ALL BATHROOMS, LAUNDRIES, ENSUITES, WC AREAS, ETC NOT NATURALLY VENTILATED ARE TO
BE MECHANICALLY VENTILATED IN ACCORDANCE WITH AS 1668 - THE USE OF MECHANICAL
LOCAL AUTHOURITY : VENTILATION AND AIR CONDITIONING IN BUILDINGS AND WITH THE BCA - PART 3.8.5.0
THE UNDERSIGNED, C. MAGINI (NOMINEE SUPERVISOR / BUILDING
NOOSA SHIRE COUNCIL DESIGNER) LICENSED UNDER THE QBSA ACT 1991 ACKNOWLEDGE
AUTHORSHIP OF THE DOCUMENTS LISTED IN THE DRAWING
REGISTER ABOVE. THE ORIGONAL SIGNITURE IN RED INK APPEARS
BELOW TO VERIFY THAT THIS DOCUMENT HAS BEEN ISSUED FREE
OF ALTERATIONS AND ERASURE AND IS SUITABLE FOR USE TO THE
STAGE AS INDICATED IN TITLE BLOCK BELOW.
SIGNED ............................................................. DATE .....................................
CARLO MAGINI - LIC. No 57536 - NOM. SUPERVISOR - QBSA ACT 1991
GENERAL NOTES :
magica building design
ALL DRAWINGS AND DESIGNS ARE COPYRIGHT AND MAY NOT BE REPRODUCED IN WHOLE OR IN creative solutions
PART WITHOUT THE EXPRESSED WRITTEN PERMISSION OF MAGICA BUILDING DESIGN Pty Ltd -
AS TRUSTEE FOR THE CM TRUST.
ABBREVIATIONS : DO NOT SCALE FROM THESE DRAWINGS, FIGURED DIMENSIONS TAKE PRECEDENCE AT ALL
m . 0405 494 264
Carlo Magini c.s .e . - Building Designer.
AWN - AWNING WINDOW TIMES,
Lic. N o 1177987 - QBSA act 1991
BAY - BAY WINDOW WHEN IN DOUBT CONSULT THE AUTHOR. e . [email protected] o m .a u
BFD - BI FOLD DOORS w. w w w .magicabuildingdesign.c o m .a u
BJG - BUTT JOINTED GLASS CORNER PRIOR TO COMMENCING CONSTRUCTION IT IS THE BUILDERS RESPONSIBILITY TO : PO Box 5859, Maroochydore BC. 4558
CAS - CASEMENT WINDOW * VERIFY ALL DIMENSIONS AND LEVELS ON SITE
DH - DOUBLE HUNG WINDOW * ENSURE ALL BOUNDARY SETBACKS ARE STRICTLY ADHERED TO
DP - STORMWATER DOWNPIPES * VERIFY LOCATION AND LEVELS OF ALL SERVICES ON SITE CLIENT STAGE
FD - FRENCH DOOR * VERIFY THAT FLOORS AND FINISHED LEVELS ENABLE CONNECTION TO REQUIRED SERVICES M. AND D. VENTURA. BUILDING APPROVAL
FG - FIXED GLASS WINDOW ON SITE. PROJECT ADDRESS
LC - LAUNDRY CHUTE
LOH - APPROVED LIFT OFF HINGES THESE DRAWINGS HAVE BEEN PREPARED FOR BUILDING PERMIT APPLICATION ONLY. IT IS THE BOOYONG DRIVE, BLACK MOUNTAIN , QLD.
BUILDER'S / PROPRIETOR'S RESPONSIBILITY TO FURTHER INTERPRET THE DESIGN AND SHEET TITLE
LVR - GLASS LOUVRE WINDOW
RFG - RAKED FIXED GLASS WINDOW DRAWINGS TO DETAIL THE PROJECT FOR CONSTRUCTION PURPOSES. TITLE PAGE
SGD - SLIDING GLASS DOOR ORIGINAL SCALE SHT SIZE DRWN CHKD DATE
STK - STACKER DOORS A3 C. M. C. M. 15 11 18
SW - SLIDING WINDOW
TLVR - TIMBER LOUVRE WINDOW BUILDING APPROVAL DRAWING No
18 - 021
SHEET
01 of 10
ISSUE
A
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Page 2
SEWERAGE DISPOSAL TO BE TAKEN TO DISPOSAL SYSTEM STRICTLY IN REINF. CONCRETE CROSSOVER TO SUNNY VIEW PLACE TO BE BY THE SEDIMENT CONTROL MEASURES ARE TO BE TAKEN BY THE BUILDER ON
ACCORDANCE WITH COUNCIL'S REQUIREMENTS AND THE WATER SUPPLY PROPRIETOR AND STRICTLY IN ACCORDANCE WITH COUNCIL'S DETAILS SITE. PROVIDE EROSION AND SEDIMENT CONTROL STRUCTURES TO THE
AND SEWERAGE ACT 1981 AND ALL OTHER RELEVANT CODES. AND SPECIFICATIONS. PERIMETER OF THE WORK AREA AND MAINTAIN IN A FUNCTIONAL
CONDITION AS REQUIRED BY THE LOCAL AUTHORITY
135.00
NOTE : IT IS THE BUILDER'S RESPONSIBUILTY TO CONFIRM ALL FINISHED
NOTE : CUT AND FILL BATTER WALLS WHERE SHOWN ARE INDICATIVE ONLY
AND ARE TO BE VERIFIED ON SITE BY THE BUILDER AT BULK EXCAVATION
FLOOR LEVELS COMPLY WITH THE LOCAL AUTHORITY'S MINIMUM HEIGHT
ABOVE AUSTRALIAN HEIGHT DATUM RQUIREMENTS. SITE FILLING IS TO BE
CARRIED OUT STRICTLY IN ACCORDANCE WITH THE COUNCIL ENGINEER'S
REQUIREMENTS.
140.00
PROPOSED SWIMMING POOL
PROPOSED EAXTENSIONS
145.00
EXISTING RESIDENCE
150.00
STAGE
ALL EARTHWORKS TO THE SITE ARE TO COMPLY STRICTLY WITH THE BCA -
155.00
PART 3.1 (SITE PREPERATION) & WITH THE RECOMMENDATIONS OF THE
160.00
CONSULTING STRUCTURAL / GEOTECHNICAL ENGINEERS.
165.00
170.00
EXISTING SITE LEVELS TAKEN FROM ASSUMED DATUM AT THE ALLOTMENT ALL STORMWATER DRAINAGE TAKEN TO STORM WATER STORAGE TANK
FRONT BOUNDARY AND ARE TO BE VERIFIED ON SITE. ALL FINISHED FLOOR WITH OVERFLOW TAKEN TO ONE CUBIC METRE SOAKAGE TRENCH ALL IN
LEVELS SHOWN ARE INDICATIVE ONLY AND ARE TO BE DETERMINED BY ACCORDANCE WITH THE WATER SUPPLY AND SEWERAGE ACT 1981.
175.00 THE BUILDER ON SITE.
27 0° 00 '
W
W
W IN
-S TE
W R
S SUN PM
I ND ER PM
SUMM
SITE PLAN
RW SU
NT
E N
CLIENT STAGE
magica building design
WI
BUILDING APPROVAL
RMS
M. AND D. VENTURA. BUILDING APPROVAL
STO
00 ° 00 '
MER
creative solutions PROJECT ADDRESS
SUM
THE POSITION OF ANY PROPOSED / EXISTING BUILDINGS BOOYONG DRIVE, BLACK MOUNTAIN , QLD.
18 0° 00 '
ON SITE IS TO BE VERIFIED BY BUILDER / PROPRIETOR. PROJECT SHEET TITLE
N
S
SU
m . 0405 494 264
SU
NORTH SITE PLAN
MM M S
AM
ER - S
A
ER
UN
BR E
R AM S
Carlo Magini c.s .e . - Building Designer. SUMME
EE
ORIGINAL SCALE SHT SIZE DRWN CHKD DATE
NT
ZE
ER
WI
S
Lic. N o 1177987 - QBSA act 1991
e . [email protected] o m .a u NOTE : IT IS THE BUILDER'S / PROPRIETOR'S RESPONSIBILITY TO MAKE
PM
NE -
SE BR EEZE
S
SU
MM
1:1000 A3 C. M. C. M. 15 11 18
DRAWING No SHEET
18 - 021
w. w w w .magicabuildingdesign.c o m .a u APPLICATION TO COUNCIL FOR ANY VARIATION TO THE BOUNDARY /
90 ° 00 ' ISSUE
PO Box 5859, Maroochydore BC. 4558 02 of 10 A
E
CONSTRUCTION EXCLUSION ZONE SETBACKS.
Page 3
EXISTING GROUND FLOOR
976
292
2,380
3,063
ALFRESCO
MEDIA ROOM
2,835
3,518
FFL 159.15
GARAGE
BED 2 P SH UP
W. I. R.
ENSUITE UP
B
LOUNGE / DINING
BED 3
FFL 160.50 PORCH
TUB LINEN
ENS. B
LINEN
SH SINK
P
B LAUNDRY
BRM
P
ROBE
KITCHEN
12
47
1,4
2,2
SINK HP
299
1,09
2
27 0° 00 '
W
W
W IN
-S TE
W N R
ND
S PM SU PM
I SU MMER
E RW SU
N
NT
WI
RMS
STO
00 ° 00 '
MER
LINE OF ROOF OVER
SUM
18 21 LVR 18 24 xox
18 0° 00 '
PROJECT
N
S
SU
SU
NORTH
MM M S
AM
ER - S
A
ER
UN
BR E
R AM S
SUMME BATH
EE
NT
ZE
ER
WI
S
MM
PM SU
NE - ZES
SE BREE
90 ° 00 '
ENSUITE BEDROOM 1
E
BALCONY
magica building design EXISTING B FFL 161.85
FLOOR PLANS
creative solutions
SH P
m . 0405 494 264
Carlo Magini c.s .e . - Building Designer. UP
Lic. N o 1177987 - QBSA act 1991
e . [email protected] o m .a u
W. I. R.
w. w w w .magicabuildingdesign.c o m .a u
PO Box 5859, Maroochydore BC. 4558
CLIENT STAGE GROSS FLOOR AREAS :
BUILDING APPROVAL
M. AND D. VENTURA. BUILDING APPROVAL
PROJECT ADDRESS RESIDENCE GROUND FLOOR ( INCL. GARAGE ) - 206.725 m2
BOOYONG DRIVE, BLACK MOUNTAIN , QLD. PORCH - 3.375 m2 ALFRESCO - 25.230 m2
SHEET TITLE
EXISTING FLOOR PLANS RESIDENCE FIRST FLOOR - 62.081 m2
ORIGINAL SCALE SHT SIZE DRWN CHKD DATE
1:100 A3 C. M. C. M. 15 11 18 BALCONY - 8.731 m2
DRAWING No
18 - 021
SHEET
03 of 10
ISSUE
A TOTAL - 306.142 m2 EXISTING FIRST FLOOR
Page 4
PROPOSED GROUND FLOOR - REFE R Y60634.P12 sh
eet 1 &2
N ZONE
E XCLUSIO
200 x 200 DAR HWD SUPPORT POSTS FIXED TO A GALVANISED MS BUILDING
STIRRUP AND SET INTO A MASS CONCRETE FOOTING ALL IN
ACCORDANCE WITH THE STRUCTURAL ENGINEER'S DETAILS AND
SPECIFICATIONS. (TYPICAL)
SWIMMING POOL
BALUSTRADE
GATE A
COVERED 08
BALCONY 5 6 5
UP DP
24 36 oxxo SGD
2 x 24 075 BJG
ALFRESCO
21 09 LVR
UP DP NEW POOL DECK
MEDIA ROOM
4
FFL 159.15
GARAGE
BEDROOM UP GATE
DP
FFL 160.50
BED 2 UP
21 09 LVR
1 W. I. R.
STUDY ENSUITE UP
LINE OF ROOF OVER
LOUNGE / DINING
ROBE
0
62
2x
4 x 920 SD SMOKE FFL 160.50 PORCH
21 09 LVR
920 CSD
2 2
DETECTORS
W. I. R.
4 x 920 SD
820
ROBE
4 x 900 SD 3 BATH
LAUNDRY
3 x 06 06 LVR DP LINEN
1.5m HEAD KITCHEN
B C
08 09
27 0° 00 '
W
W
W IN
-S TE
1 THE BUILDER IS TO CONTSRUCT THE PROPOSED EXTENSIONS TO THE 3 THE BUILDER IS TO DEMOLISH THE EXISTING LINEN AND CONTSRUCT THE 5 THE BUILDER IS TO CONTSRUCT THE NEW TIMBER FRAMED POOL DECK N DS
W
ER PM SU
N R
PM
WI SUMM SU
EXISTING RESIDENCE GENERALLY IN ACCORDANCE WITH THE NEW LINEN CUPBOARD GENERALLY IN ACCORDANCE WITH THE GENERALLY IN ACCORDANCE WITH THE ARCHITECTURAL DRAWINGS AND WI
N T ER N
ARCHITECTURAL DRAWINGS AND THE STRUCTURAL ENGINEER'S DRAWINGS ARCHITECTURAL. THE BUILDER IS TO MAKE GOOD. THE STRUCTURAL ENGINEER'S DRAWINGS AND SPECIFICATIONS.
RMS
STO
AND SPECIFICATIONS. THE BUILDER IS TO MAKE GOOD. THE BUILDER IS TO MAKE GOOD.
00 ° 00 '
MER
SUM
18 0° 00 '
PROJECT
N
S
SU
SU
NORTH
MM M S
AM
ER - S
A
2 THE BUILDER IS TO REMOVE THE EXISTING HALLWAY DOOR AND CONTSRUCT 4 THE BUILDER IS TO EXTEND THE EXISTING BEDROOM 2 ROOF AND EXTEND 6 THE NEW SWIMMING POOL AND POOL FENCING AND GATES ARE TO BE
ER
UN
BR E
R AM S
SUMME
EE
NT
THE NEW WALL TO THE STUDY AREA GENERALLY IN ACCORDANCE WITH THE EAST TOWARD THE ALFRESCO AREA GENERALLY IN ACCORDANCE WITH THE CONSTRUCTED STRICTLY IN ACCORDANCE WITH THE POOL BUILDER AND
ZE
ER
WI
S
MM
ARCHITECTURAL DRAWINGS AND THE STRUCTURAL ENGINEER'S DRAWINGS ARCHITECTURAL DRAWINGS AND THE STRUCTURAL ENGINEER'S DRAWINGS THE STRUCTURAL ENGINEER'S DRAWINGS AND SPECIFICATIONS. THE POOL PM
NE - Z ES
SU
SE BREE
AND SPECIFICATIONS. THE BUILDER IS TO MAKE GOOD. AND SPECIFICATIONS. THE BUILDER IS TO MAKE GOOD. BUILDER IS TO MAKE GOOD.
90 ° 00 '
E
STAGE
magica building design GROSS FLOOR AREAS : CLIENT
BUILDING APPROVAL
M. AND D. VENTURA. BUILDING APPROVAL
creative solutions RESIDENCE GROUND FLOOR ( INCL. GARAGE ) - 244.518 m2 PROJECT ADDRESS
BOOYONG DRIVE, BLACK MOUNTAIN , QLD.
PORCH - 3.375 m2 ALFRESCO - 25.230 m2 BALCONY - 10.374 m2 SHEET TITLE
m . 0405 494 264
Carlo Magini c.s .e . - Building Designer. RESIDENCE FIRST FLOOR - 62.081 m2 PROPOSED GROUND FLOOR
ORIGINAL SCALE SHT SIZE DRWN CHKD DATE
Lic. N o 1177987 - QBSA act 1991
e . [email protected] o m .a u BALCONY - 8.731 m2 1:100 A3 C. M. C. M. 15 11 18
DRAWING No SHEET
18 - 021
w. w w w .magicabuildingdesign.c o m .a u ISSUE
PO Box 5859, Maroochydore BC. 4558 TOTAL - 354.309 m2 04 of 10 A
Page 5
36,930
160 200 4,540 200 3,600 200 3,740 200 2,360 200 5,500 200 4,830 200 10,800
4,940 1,000 1,600 3,000 8,400 6,800 11,030
70 4,800 70 3,600 70 4,000 70 13,060 230 4,500 70 6,000 230
230 4,800 70 3,600 70 4,000 90 1,480 90 2,000 70 14,130 70
t1 &2
.P12 shee
R Y60634
E - REFE
ION ZON
EXCLUS
BUILDING
629
200 750
1,350
1,350
1,350
1,887
200
2,133
1,002
3,810
1,000
1,241
200
1,990
2,986
2,260
2,190
2,190
2,190
2,131
230
230
70
3,600
200
1,140 200
1,300
2,810
3,930
2,810
200
200
6,000
1,040
1,000
4,950
110
1,000
230
70
7,720
2,540
2,000
70
4,910
4,910
230 70 1,100 940 70
5,200
190
190
2,400
81
70
230
4,440
230
530
600
750
750
150
1,200
1,200
27 0° 00 '
W
W
W IN
-S TE
W N R
N DS ER PM SU PM
WI SUMM SU
T ER N
N
WI
475
RMS
230 3,730 70 1,000 70 2,115 1,010 70 4,000 90 1,480 90 2,000 70 9,630 4,500 70 6,000 230
STO
00 ° 00 '
530 530
MER
110 3,720 70 2,900 70 900 70 70 2,520 70 70 1,500 70 7,830 230 2,050 200 8,550
SUM
18 0° 00 '
PROJECT 4,870 11,400 9,860 10,800 770
N
S
SU
SU
NORTH
MM M S
AM
ER - S
A
ER
UN
BR E
R AM S
SUMME
EE
NT
ZE
ER
WI
S
MM
PM SU
NE - ZE S
SE BREE
90 ° 00 '
E
GROUND FLOOR DIMENSION PLAN
CLIENT STAGE
magica building design
BUILDING APPROVAL
M. AND D. VENTURA. BUILDING APPROVAL
creative solutions PROJECT ADDRESS
BOOYONG DRIVE, BLACK MOUNTAIN , QLD.
SHEET TITLE
m . 0405 494 264
Carlo Magini c.s .e . - Building Designer.
GROUND FLOOR DIMENSION PLAN
ORIGINAL SCALE SHT SIZE DRWN CHKD DATE
Lic. N o 1177987 - QBSA act 1991
e . [email protected] o m .a u NOTE : IT IS THE BUILDER'S / PROPRIETOR'S RESPONSIBILITY TO MAKE
1:125 A3 C. M. C. M. 15 11 18
DRAWING No SHEET
18 - 021
w. w w w .magicabuildingdesign.c o m .a u APPLICATION TO COUNCIL FOR ANY VARIATION TO THE BOUNDARY / ISSUE
PO Box 5859, Maroochydore BC. 4558 CONSTRUCTION EXCLUSION ZONE SETBACKS. 05 of 10 A
Page 6
COLOURBOND METAL FASCIAS AND GUTTERS IN ACCORDANCE WITH THE CRS - DENOTES COLORBOND ROOF SHEETING (PROFILE CUSTOM ORB) 200 x 200 DAR HWD SUPPORT POSTS FIXED TO A GALVANISED MS
MANUFACTURER'S DETAILS AND SPECIFICATIONS. OVER GALV. METAL OR TIMBER BATTENS AS SPECIFIED AND FIXED IN STIRRUP AND SET INTO A MASS CONCRETE FOOTING ALL IN
ALL NEW WORK TO MATCH EXISTING. ACCORDANCE WITH THE MANUFACTURER'S DETAILS AND SPECIFICATIONS. ACCORDANCE WITH THE STRUCTURAL ENGINEER'S DETAILS AND
ALL NEW WORK TO MATCH EXISTING. SPECIFICATIONS. (TYPICAL)
WB
15° RO
OF PI
RFC WB TCH
CRS CEILING
JOINERY
2,700
2,400
WB RBV
FFL 160.50
RCB RCB
WB - DENOTES SELECTED WEATHERBOARDS OVER AN APPROVED RFC - RENDERED HARDIE'S ( OR EQUAL ) EXTERNAL QUALITY FIBRE
WEST ELEVATION
SARKING MATERIAL AND FIXED TO TIMBER FRAMED EXTERNAL WALLS OR CEMENT CLADDING OVER AN APPROVED SARKING MATERIAL AND FIXED
BATTENED END TRUSSES IN ACCORDANCE WITH THE MANUFACTURER'S TO TIMBER FRAMED EXTERNAL WALLS IN ACCORDANCE WITH THE
DETAILS AND SPECIFICATIONS. ALL NEW WORK TO MATCH EXISTING. MANUFACTURER'S DETAILS AND SPECIFICATIONS.
ALL NEW WORK TO MATCH EXISTING.
RBV - RENDERED BRICK VENEER COMMONS TIED TO TIMBER FRAMED
LOAD BEARING WALLS IN AN APPROVED MANNER.
ALUMINIUM FRAMED WINDOWS AND SLIDING GLASS DOORS TO HAVE A
POWDERCOAT FINSH TO FRAMES WITH CLEAR GLAZING U.N.O.
ALL FIXING AND FLASHING TO BE IN ACCORD. WITH THE
15° RO MANUFACTURERS DETAILS AND SPECIFICATIONS.
OF PI
WB TCH WINDOW SIZES SHOWN ARE NOMINAL ONLY AND ARE TO BE VERIFIED BY
THE BUILDER ON SITE. ALL NEW WORK TO MATCH EXISTING.
TCH
OF PI
15° RO TCH
OF PI
15° RO
CEILING
JOINERY
FFL 161.85 magica building design
2,700
RBV
2,400
creative solutions
1,350
FFL 160.50 m . 0405 494 264
Carlo Magini c.s .e . - Building Designer.
Lic. N o 1177987 - QBSA act 1991
1,350
RCB e . [email protected] o m .a u
FFL 159.15 w. w w w .magicabuildingdesign.c o m .a u
PO Box 5859, Maroochydore BC. 4558
CLIENT STAGE
BUILDING APPROVAL
M. AND D. VENTURA. BUILDING APPROVAL
PROJECT ADDRESS
BOOYONG DRIVE, BLACK MOUNTAIN , QLD.
NORTH ELEVATION SHEET TITLE
PROPOSED ELEVATIONS
ORIGINAL SCALE SHT SIZE DRWN CHKD DATE
1:100 A3 C. M. C. M. 15 11 18
RCB - RENDERED CONCRETE BLOCK EXTERNAL WALLS IN ACCORDANCE DRAWING No SHEET
18 - 021
ISSUE
WITH THE MANUFACTURER'S DETAILS AND SPECIFICATIONS.
ALL NEW WORK TO MATCH EXISTING. 06 of 10 A
Page 7
COLOURBOND METAL FASCIAS AND GUTTERS IN ACCORDANCE WITH THE CRS - DENOTES COLORBOND ROOF SHEETING (PROFILE CUSTOM ORB)
MANUFACTURER'S DETAILS AND SPECIFICATIONS. OVER GALV. METAL OR TIMBER BATTENS AS SPECIFIED AND FIXED IN
ALL NEW WORK TO MATCH EXISTING. ACCORDANCE WITH THE MANUFACTURER'S DETAILS AND SPECIFICATIONS.
ALL NEW WORK TO MATCH EXISTING.
CRS
TCH WB
15° PI
RBV
EAST ELEVATION
WB - DENOTES SELECTED WEATHERBOARDS OVER AN APPROVED RBV - RENDERED BRICK VENEER COMMONS TIED TO TIMBER FRAMED RFC - RENDERED HARDIE'S ( OR EQUAL ) EXTERNAL QUALITY FIBRE
SARKING MATERIAL AND FIXED TO TIMBER FRAMED EXTERNAL WALLS OR LOAD BEARING WALLS IN AN APPROVED MANNER. CEMENT CLADDING OVER AN APPROVED SARKING MATERIAL AND FIXED
BATTENED END TRUSSES IN ACCORDANCE WITH THE MANUFACTURER'S TO TIMBER FRAMED EXTERNAL WALLS IN ACCORDANCE WITH THE
DETAILS AND SPECIFICATIONS. ALL NEW WORK TO MATCH EXISTING. MANUFACTURER'S DETAILS AND SPECIFICATIONS.
ALL NEW WORK TO MATCH EXISTING.
GALV. MS STRUCTS FIXED TO STRUCTURAL FASCIA AND EXTERNAL WALLS
IN ACCORDANCE WITH THE STRUCTURAL ENGINEER'S DETAILS AND
SPECIFICATIONS.
15° RO
OF PI
TCH
CRS WB
CEILING
JOINERY
2,700
2,400
WB RBV magica building design
FFL 160.50 creative solutions
RCB m . 0405 494 264
Carlo Magini c.s .e . - Building Designer.
Lic. N o 1177987 - QBSA act 1991
e . [email protected] o m .a u
w. w w w .magicabuildingdesign.c o m .a u
PO Box 5859, Maroochydore BC. 4558
CLIENT STAGE
BUILDING APPROVAL
M. AND D. VENTURA. BUILDING APPROVAL
PROJECT ADDRESS
BOOYONG DRIVE, BLACK MOUNTAIN , QLD.
SOUTH ELEVATION ALUMINIUM FRAMED WINDOWS AND SLIDING GLASS DOORS TO HAVE A
POWDERCOAT FINSH TO FRAMES WITH CLEAR GLAZING U.N.O.
SHEET TITLE
PROPOSED ELEVATIONS
ORIGINAL SCALE SHT SIZE DRWN CHKD DATE
ALL FIXING AND FLASHING TO BE IN ACCORD. WITH THE 1:100 A3 C. M. C. M. 15 11 18
RCB - RENDERED CONCRETE BLOCK EXTERNAL WALLS IN ACCORDANCE MANUFACTURERS DETAILS AND SPECIFICATIONS. DRAWING No SHEET
18 - 021
ISSUE
WITH THE MANUFACTURER'S DETAILS AND SPECIFICATIONS. WINDOW SIZES SHOWN ARE NOMINAL ONLY AND ARE TO BE VERIFIED BY
ALL NEW WORK TO MATCH EXISTING. THE BUILDER ON SITE. ALL NEW WORK TO MATCH EXISTING. 07 of 10 A
Page 8
ROOF TRUSSES GENERALLY AT 900mm MAX. CTRS GALV. MS STRUCTS FIXED TO STRUCTURAL FASCIA
STRICTLY IN ACCORDANCE WITH THE AND EXTERNAL WALLS IN ACCORDANCE WITH THE
MANUFACTURER'S DETAILS AND SPECIFICATIONS. STRUCTURAL ENGINEER'S DETAILS AND
SPECIFICATIONS.
15° RO
OF PI
TCH
CEILING
JOINERY
COVERED
2,700
2,400
ALFRESCO
BALCONY
FFL 160.50
POOL DECK POOL DECK
SUB FLOOR
SWIMMING POOL
SELECTED DECKING (MATCH EXISTING) OVER TIMBER SELECTED DECKING (MATCH EXISTING) OVER TIMBER
FLOOR FRAME ALL IN ACCORDANCE WITH THE FLOOR FRAME ALL IN ACCORDANCE WITH THE
STRUCTURAL ENGR'S DETAILS & SPECIFICATIONS. STRUCTURAL ENGR'S DETAILS & SPECIFICATIONS.
A SWIMMING POOL TO BE CONSTRUCTED
SECTION
CEILINGS GENERALLY TO BE PLASTERBOARD ON CEILING BATTENS IN
STRICTLY IN ACCORDANCE WITH THE POOL ACCORDANCE WITH THE MANUFACTURER'S DETAILS AND
4
BUILDER AND THE STRUCTURAL ENGINEER'S SPECIFICATIONS.
DRAWINGS AND SPECS.
ROOF TRUSSES GENERALLY AT 900mm MAX. CTRS
STRICTLY IN ACCORDANCE WITH THE SOFFITS GENERALLY TO BE EXTERNAL QUALITY FIBRE CEMENT TYPE ON
MANUFACTURER'S DETAILS AND SPECIFICATIONS. CEILING BATTENS IN ACCORDANCE WITH THE MANUFACTURER'S DETAILS
AND SPECIFICATIONS.
15° RO
OF PI NOTE : ANY FOOTING DETAILS SHOWN APPLY ONLY TO CLASS 'S' SITES
TCH
WITH A 100 KPA ALLOWABLE BEARING CAPACITY.
REFER TO THE STRUCTURAL ENGINEER'S DETAILS AND SPECIFICATIONS
CEILING FOR REINFORCED CONCRETE FOOTING AND SLAB DETAILS WHICH ARE
TO BE USED DURING CONSTRUCTION ON THIS SITE.
JOINERY
COVERED
BALCONY
BEDROOM
2,700
W. I. R. magica building design
2,400
creative solutions
FFL 160.50
m . 0405 494 264
Carlo Magini c.s .e . - Building Designer.
Lic. N o 1177987 - QBSA act 1991
e . [email protected] o m .a u
w. w w w .magicabuildingdesign.c o m .a u
PO Box 5859, Maroochydore BC. 4558
REINFORCED CONCRETE BLOCK PERIMETER WALLS CLIENT STAGE
BUILDING APPROVAL
SELECTED FLOORING OVER TIMBER FLOOR FRAME WITH REINFORCED CONCRETE SLAB OVER M. AND D. VENTURA. BUILDING APPROVAL
ALL IN ACCORDANCE WITH THE STRUCTURAL CONSOLIDATED FILL STRICTLY IN ACCORD. WITH THE
PROJECT ADDRESS
ENGINEER'S DETAILS AND SPECIFICATIONS. STRUCTURAL ENGINEER'S DETAILS AND SPECS.
BOOYONG DRIVE, BLACK MOUNTAIN , QLD.
SHEET TITLE
B INTERNAL WALLS GENERALLY TO BE TIMBER FRAMED
SECTIONS
ORIGINAL SCALE SHT SIZE DRWN CHKD DATE
SECTION 4
WITH PLASTERBOARD LININGS OVER IN
ACCORDANCE WITH THE MANUFACTURER'S
1:100
DRAWING No
A3 C. M. C. M. 15 11 18
SHEET
18 - 021
ISSUE
SPECIFICATIONS.
08 of 10 A
Page 9
ROOF TRUSSES GENERALLY AT 900mm MAX. CTRS ROOF RAFTERS GENERALLY AT 900mm MAX. CTRS
STRICTLY IN ACCORDANCE WITH THE STRICTLY IN ACCORDANCE WITH THE STRUCTURAL
MANUFACTURER'S DETAILS AND SPECIFICATIONS. ENGINEER'S DETAILS AND SPECIFICATIONS.
TCH
OF PI
15° RO
CEILING
JOINERY
BED 2
2,700
2,400
FFL 160.50
SWIMMING
SELECTED FLOORING OVER TIMBER FLOOR FRAME
ALL IN ACCORDANCE WITH THE STRUCTURAL
POOL
ENGINEER'S DETAILS AND SPECIFICATIONS.
SELECTED DECKING (MATCH EXISTING) OVER TIMBER REINFORCED CONCRETE BLOCK PERIMETER WALLS
FLOOR FRAME ALL IN ACCORDANCE WITH THE WITH REINFORCED CONCRETE SLAB OVER
STRUCTURAL ENGR'S DETAILS & SPECIFICATIONS. CONSOLIDATED FILL STRICTLY IN ACCORD. WITH THE
STRUCTURAL ENGINEER'S DETAILS AND SPECS.
C
SECTION 4
PROTECTION AGAINST SUBTERRANIAN TERMITES TO BE IN
ACCORD. WITH AS 3660 - PART 1 (PROTECTION OF BUILDINGS
FROM SUBTERRANIAN TERMITES). magica building design
creative solutions
SLAB ON GROUND CONSTRUCTION :
PROTECTION AGAINST SUBTERRANIAN TERMITES TO BE IN ACCORD. WITH AS 3660 m . 0405 494 264
PART 1 - PROTECTION OF BUILDINGS FROM SUBTERRANIAN TERMITES. Carlo Magini c.s .e . - Building Designer.
PROTECTION AGAINST SUBTERRANIAN TERMITES TO APPLY TO ALL "PRIMARY BUILDING Lic. N o 1177987 - QBSA act 1991
ELEMENTS". e . [email protected] o m .a u
THE BUILDER IS TO PROVIDE PHYSICAL BARRIERS TO THE ENTRY BY SUBTERRANIAN w. w w w .magicabuildingdesign.c o m .a u
TERMITES BY CONSTRUCTION OF ALL SLABS IN ACCORDANCE WITH AS 2870.1 - PO Box 5859, Maroochydore BC. 4558
RESIDENTIAL FOOTING AND SLAB CONSTRUCTION.
IN ADDITION ALL SLAB PENETRATIONS ARE TO BE PROTECTED USING STAINLESS STEEL MESH
(TERMIMESH OR EQUIVELANT) FITTED IN ACCORD. WITH THE MANUF. DETAILS AND TIMBER FLOOR CONSTRUCTION : CLIENT STAGE
BUILDING APPROVAL
SPECIFICATIONS. M. AND D. VENTURA. BUILDING APPROVAL
EXTERNAL PERIMETER BARRIERS TO BE INSTALLED BY EXCAVATION OF TRENCHES, TREATING THE BUILDER IS TO PROVIDE PHYSICAL BARRIERS TO ENTRY BY SUBTERRANEAN TERMITES PROJECT ADDRESS
THE EXPOSED TRENCHES PRIOR TO BACKFILLING THE TRENCH WITH TREATED MATERIAL AND BY PROVIDING GALV. MS ANT CAPS OR SIMILAR PHYSICAL BARRIER TO TOPS OF SELECTED
PROTECTING THE TRENCH WITH A 300mm WIDE (MEASURED FROM THE EXTERNAL WALL OF THE FLOOR FRAME SUPPORT POSTS.ALL TIMBER SUPPORT POSTS TO HAVE SAP WOOD TREATED BOOYONG DRIVE, BLACK MOUNTAIN , QLD.
BUILDING) x 50mm THICK CONCRETE "MOWING" STRIP. WITH AN APPROVED PRESERVATIVE TO H5 LEVEL WHERE POSTS IN DIRECT CONTACT WITH SHEET TITLE
TWO (2) DURABLE NOTICES SHALL BE INSTALLED IN PROMINENT LOCATIONS, STATING METHOD GROUND. SECTION
OF PROTECTION USED, DATE OF INSTALLATION, LIFE EXPECTANCEY OF METHOD USED, AND ORIGINAL SCALE SHT SIZE DRWN CHKD DATE
SCOPE AND DURATION OF FUTURE INSPECTION.
REGULAR INSPECTION OF THE BUILDING ARE TO BE CARRIED OUT TO ENSURE THE BARRIER HAS
REGULAR COMPETENT INSPECTIONS OF THE BUILDING ARE TO BE CARRIED OUT TO ENSURE
THE BARRIER HAS NOT BEEN BRIDGED BY TERMITES. INSPECTIONS ARE TO BE CARRIED OUT
1:100 A3 C. M. C. M. 15 11 18
DRAWING No SHEET
18 - 021
NOT BEEN BRIDGED BY TERMITES. ALL INSPECTIONS ARE TO BE CARRIED OUT AS PER THE AT INTERVALS NOT EXCEEDING TWELVE (12) MONTHS. ALL INSPECTIONS ARE TO BE ISSUE
NOTICES. INSTIGATED BY THE PROPRIETOR AND ALL FUTURE PROPRIETORS OF THE BUILDING . 09 of 10 A
Page 10
SHOULD BE WELL PLANNED TO AVOID CONGESTION OF LOADING AREAS AND TRAINED TRAFFIC MANAGEMENT PERSONNEL
SHOULD BE USED TO SUPERVISE LOADING/UNLOADING AREAS. IF THIS BUILDING CONTAINS TIMBER FLOORS WHICH HAVE AN APPLIED FINISH. AREAS WHERE FINISHES ARE APPLIED SHOULD
BUSY CONSTRUCTION AND DEMOLITION SITES PRESENT A RISK OF COLLISION WHERE DELIVERIES AND OTHER TRAFFIC ARE BE KEPT WELL VENTILATED DURING SANDING AND APPLICATION AND FOR A PERIOD AFTER INSTALLATION. PERSONAL
MOVING WITHIN THE SITE. A TRAFFIC MANAGEMENT PLAN SUPERVISED BY TRAINED TRAFFIC MANAGEMENT PERSONNEL PROTECTIVE EQUIPMENT MAY ALSO BE REQUIRED. THE MANUFACTURER’S RECOMMENDATIONS FOR USE MUST BE CAREFULLY
W O R K P L A C E H E A L T H A N D S A F E T Y N O T I F I C A T I O N S: SHOULD BE ADOPTED FOR THE WORK SITE. CONSIDERED AT ALL TIMES.
1. FALLS, SLIPS, TRIPS 4. SERVICES 7. CONFINED SPACES
A) WORKING AT HEIGHTS DURING CONSTRUCTION RUPTURE OF SERVICES DURING EXCAVATION OR OTHER ACTIVITY CREATES A VARIETY OF RISKS INCLUDING RELEASE OF EXCAVATION
HAZARDOUS MATERIAL. EXISTING SERVICES ARE LOCATED ON OR AROUND THIS SITE. W H E R E K N O W N , THESE ARE IDENTIFIED
WHEREVER POSSIBLE, COMPONENTS FOR THIS BUILDING SHOULD BE PREFABRICATED OFF-SITE OR AT GROUND LEVEL TO ON THE PLANS BUT THE EXACT LOCATION AND EXTENT OF SERVICES MAY VARY FROM THAT INDICATED. SERVICES SHOULD BE CONSTRUCTION OF THIS BUILDING AND SOME MAINTENANCE ON THE BUILDING WILL REQUIRE EXCAVATION AND INSTALLATION
MINIMISE THE RISK OF WORKERS FALLING MORE THAN TWO METRES . HOWEVER, CONSTRUCTION OF THIS BUILDING WILL LOCATED USING AN APPROPRIATE SERVICE (SUCH AS DIAL BEFORE YOU DIG), APPROPRIATE EXCAVATION PRACTICE SHOULD BE OF ITEMS WITHIN EXCAVATIONS. WHERE PRACTICAL, INSTALLATION SHOULD BE CARRIED OUT USING METHODS WHICH DO NOT
REQUIRE WORKERS TO BE WORKING AT HEIGHTS WHERE A FALL IN EXCESS OF TWO METRES IS POSSIBLE AND INJURY IS LIKELY USED AND, WHERE NECESSARY, SPECIALIST CONTRACTORS SHOULD BE USED . REQUIRE WORKERS TO ENTER THE EXCAVATION. WHERE THIS IS NOT PRACTICAL, ADEQUATE SUPPORT FOR THE EXCAVATED
TO RESULT FROM SUCH A FALL. THE BUILDER SHOULD PROVIDE A SUITABLE BARRIER WHEREVER A PERSON IS REQUIRED TO UNDERGROUND POWER LINES ARE LOCATED IN OR AROUND THIS SITE. ALL UNDERGROUND POWER LINES MUST BE AREA SHOULD BE PROVIDED TO PREVENT COLLAPSE. WARNING SIGNS AND BARRIERS TO PREVENT ACCIDENTAL OR
WORK IN A SITUATION WHERE FALLING MORE THAN TWO METRES IS A POSSIBILITY. DISCONNECTED OR CAREFULLY LOCATED AND ADEQUATE WARNING SIGNS USED PRIOR TO ANY CONSTRUCTION , UNAUTHORISED ACCESS TO ALL EXCAVATIONS SHOULD BE PROVIDED .
MAINTENANCE OR DEMOLITION COMMENCING .
DURING OPERATION OR MAINTENANCE OVERHEAD POWER LINES ARE NEAR OR ON THIS SITE. THESE POSE A RISK OF ELECTROCUTION IF STRUCK OR APPROACHED ENCLOSED SPACES
BY LIFTING DEVICES OR OTHER PLANT AND PERSONS WORKING ABOVE GROUND LEVEL. WHERE THERE IS A DANGER OF THIS
(FOR HOUSES OR OTHER LOW -RISE BUILDINGS WHERE SCAFFOLDING IS APPROPRIATE) OCCURRING, POWER LINES SHOULD BE, WHERE PRACTICAL, DISCONNECTED OR RELOCATED. WHERE THIS IS NOT PRACTICAL ENCLOSED SPACES WITHIN THIS BUILDING MAY PRESENT A RISK TO PERSONS ENTERING FOR CONSTRUCTION , MAINTENANCE
ADEQUATE WARNING IN THE FORM OF BRIGHT COLOURED TAPE OR SIGNAGE SHOULD BE USED OR A PROTECTIVE BARRIER OR ANY OTHER PURPOSE. THE DESIGN DOCUMENTATION CALLS FOR WARNING SIGNS AND BARRIERS TO UNAUTHORISED
CLEANING AND MAINTENANCE OF WINDOWS , WALLS, ROOF OR OTHER COMPONENTS OF THIS BUILDING WILL REQUIRE PROVIDED. ACCESS. THESE SHOULD BE MAINTAINED THROUGHOUT THE LIFE OF THE BUILDING. WHERE WORKERS ARE REQUIRED TO
PERSONS TO BE SITUATED WHERE A FALL FROM A HEIGHT IN EXCESS OF TWO METRES IS POSSIBLE. WHERE THIS TYPE OF ENTER ENCLOSED SPACES, AIR TESTING EQUIPMENT AND PERSONAL PROTECTIVE EQUIPMENT SHOULD BE PROVIDED.
ACTIVITY IS REQUIRED , SCAFFOLDING, LADDERS OR TRESTLES SHOULD BE USED IN ACCORDANCE WITH RELEVANT CODES OF 5. MANUAL TASKS
PRACTICE, REGULATIONS OR LEGISLATION. SMALL SPACES
COMPONENTS WITHIN THIS DESIGN WITH A MASS IN EXCESS OF 25KG SHOULD BE LIFTED BY TWO OR MORE WORKERS OR BY
B) SLIPPERY OR UNEVEN SURFACES MECHANICAL LIFTING DEVICE. WHERE THIS IS NOT PRACTICAL, SUPPLIERS OR FABRICATORS SHOULD BE REQUIRED TO LIMIT SOME SMALL SPACES WITHIN THIS BUILDING WILL REQUIRE ACCESS BY CONSTRUCTION OR MAINTENANCE WORKERS .
THE COMPONENT MASS. THE DESIGN DOCUMENTATION CALLS FOR WARNING SIGNS AND BARRIERS TO UNAUTHORISED ACCESS . THESE SHOULD BE
FLOOR FINISHES ALL MATERIAL PACKAGING , BUILDING AND MAINTENANCE COMPONENTS SHOULD CLEARLY SHOW THE TOTAL MASS OF MAINTAINED THROUGHOUT THE LIFE OF THE BUILDING. WHERE WORKERS ARE REQUIRED TO ENTER SMALL SPACES THEY
PACKAGES AND WHERE PRACTICAL ALL ITEMS SHOULD BE STORED ON SITE IN A WAY WHICH MINIMISES BENDING BEFORE SHOULD BE SCHEDULED SO THAT ACCESS IS FOR SHORT PERIODS. MANUAL LIFTING AND OTHER MANUAL ACTIVITY SHOULD BE
THE OWNER IS RESPONSIBLE FOR THE SELECTION OF SURFACE FINISHES IN THE PEDESTRIAN TRAFFICABLE AREAS OF THIS LIFTING. ADVICE SHOULD BE PROVIDED ON SAFE LIFTING METHODS IN ALL AREAS WHERE LIFTING MAY OCCUR . RESTRICTED IN SMALL SPACES.
BUILDING. SURFACES SHOULD BE SELECTED IN ACCORDANCE WITH AS HB 197:1999 AND AS/NZ 4586:2004. CONSTRUCTION, MAINTENANCE AND DEMOLITION OF THIS BUILDING WILL REQUIRE THE USE OF PORTABLE TOOLS AND
EQUIPMENT. THESE SHOULD BE FULLY MAINTAINED IN ACCORDANCE WITH MANUFACTURER ’S SPECIFICATIONS AND NOT USED 8. PUBLIC ACCESS
STEPS, LOOSE OBJECTS AND UNEVEN SURFACES WHERE FAULTY OR (IN THE CASE OF ELECTRICAL EQUIPMENT ) NOT CARRYING A CURRENT ELECTRICAL SAFETY TAG. ALL
SAFETY GUARDS OR DEVICES SHOULD BE REGULARLY CHECKED AND PERSONAL PROTECTIVE EQUIPMENT SHOULD BE USED IN PUBLIC ACCESS TO CONSTRUCTION AND DEMOLITION SITES AND TO AREAS UNDER MAINTENANCE CAUSES RISK TO WORKERS
DUE TO DESIGN RESTRICTIONS FOR THIS BUILDING, STEPS AND/OR RAMPS ARE INCLUDED IN THE BUILDING WHICH MAY BE A ACCORDANCE WITH MANUFACTURER’S SPECIFICATION. AND PUBLIC. WARNING SIGNS AND SECURE BARRIERS TO UNAUTHORISED ACCESS SHOULD BE PROVIDED. WHERE ELECTRICAL
HAZARD TO WORKERS CARRYING OBJECTS OR OTHERWISE OCCUPIED. STEPS SHOULD BE CLEARLY MARKED WITH BOTH INSTALLATIONS, EXCAVATIONS, PLANT OR LOOSE MATERIALS ARE PRESENT THEY SHOULD BE SECURED WHEN NOT FULLY
VISUAL AND TACTILE WARNING DURING CONSTRUCTION , MAINTENANCE, DEMOLITION AND AT ALL TIMES WHEN THE BUILDING 6. HAZARDOUS SUBSTANCES SUPERVISED.
OPERATES AS A WORKPLACE .
BUILDING OWNERS AND OCCUPIERS SHOULD MONITOR THE PEDESTRIAN ACCESS WAYS AND IN PARTICULAR ACCESS TO AREAS ASBESTOS 9. OPERATIONAL USE OF BUILDING
WHERE MAINTENANCE IS ROUTINELY CARRIED OUT TO ENSURE THAT SURFACES HAVE NOT MOVED OR CRACKED SO THAT THEY IF THIS BUILDING WAS CONSTRUCTED PRIOR TO 1986 AND THEREFORE IS LIKELY TO CONTAIN A S B E S T O S EITHER IN CLADDING
BECOME UNEVEN AND PRESENT A TRIP HAZARD . SPILLS, LOOSE MATERIAL, STRAY OBJECTS OR ANY OTHER MATTER THAT MAY MATERIAL OR IN FIRE RETARDANT INSULATION MATERIAL. THE BUILDER SHOULD CHECK AND, IF NECESSARY , TAKE THIS BUILDING HAS BEEN DESIGNED AS A RESIDENTIAL BUILDING. IF IT, AT A LATER DATE, IS USED OR INTENDED TO BE USED AS
CAUSE A SLIP OR TRIP HAZARD SHOULD BE CLEANED OR REMOVED FROM ACCESS WAYS. APPROPRIATE ACTION BEFORE DEMOLISHING, CUTTING, SANDING, DRILLING OR OTHERWISE DISTURBING THE EXISTING A WORKPLACE , THE PROVISIONS OF THE WORK HEALTH AND SAFETY ACT 2011 OR SUBSEQUENT REPLACEMENT ACT SHOULD
CONTRACTORS SHOULD BE REQUIRED TO MAINTAIN A TIDY WORK SITE DURING CONSTRUCTION , MAINTENANCE OR STRUCTURE. BE APPLIED TO THE NEW USE.
DEMOLITION TO REDUCE THE RISK OF TRIPS AND FALLS IN THE WORKPLACE . MATERIALS FOR CONSTRUCTION OR
MAINTENANCE SHOULD BE STORED IN DESIGNATED AREAS AWAY FROM ACCESS WAYS AND WORK AREAS. POWDERED MATERIALS 10. OTHER HIGH RISK ACTIVITY
2. FALLING OBJECTS MANY MATERIALS USED IN THE CONSTRUCTION OF THIS BUILDING CAN CAUSE HARM IF INHALED IN POWDERED FORM . ALL ELECTRICAL WORK SHOULD BE CARRIED OUT IN ACCORDANCE WITH CODE OF PRACTICE: MANAGING ELECTRICAL RISKS AT
PERSONS WORKING ON OR IN THE BUILDING DURING CONSTRUCTION , OPERATIONAL MAINTENANCE OR DEMOLITION SHOULD THE WORKPLACE, AS/NZ 3012 AND ALL LICENSING REQUIREMENTS .
LOOSE MATERIALS OR SMALL OBJECTS ENSURE GOOD VENTILATION AND WEAR PERSONAL PROTECTIVE EQUIPMENT INCLUDING PROTECTION AGAINST INHALATION ALL WORK USING PLANT SHOULD BE CARRIED OUT IN ACCORDANCE WITH CODE OF PRACTICE: MANAGING RISKS OF PLANT AT
WHILE USING POWDERED MATERIAL OR WHEN SANDING, DRILLING, CUTTING OR OTHERWISE DISTURBING OR CREATING THE WORKPLACE.
CONSTRUCTION, MAINTENANCE OR DEMOLITION WORK ON OR AROUND THIS BUILDING IS LIKELY TO INVOLVE PERSONS POWDERED MATERIAL. ALL WORK SHOULD BE CARRIED OUT IN ACCORDANCE WITH CODE OF PRACTICE: MANAGING NOISE AND PREVENTING HEARING
WORKING ABOVE GROUND LEVEL OR ABOVE FLOOR LEVELS. WHERE THIS OCCURS ONE OR MORE OF THE FOLLOWING LOSS AT WORK .
MEASURES SHOULD BE TAKEN TO AVOID OBJECTS FALLING FROM THE AREA WHERE THE WORK IS BEING CARRIED OUT ONTO TREATED TIMBER DUE TO THE HISTORY OF SERIOUS INCIDENTS IT IS RECOMMENDED THAT PARTICULAR CARE BE EXERCISED WHEN
PERSONS BELOW . UNDERTAKING WORK INVOLVING STEEL CONSTRUCTION AND CONCRETE PLACEMENT . ALL THE ABOVE APPLIES.
1. PREVENT OR RESTRICT ACCESS TO AREAS BELOW WHERE THE WORK IS BEING CARRIED OUT . THE DESIGN OF THIS BUILDING INCLUDES PROVISION FOR THE INCLUSION OF TREATED TIMBER WITHIN THE STRUCTURE . DUST
2. PROVIDE TOE BOARDS TO SCAFFOLDING OR WORK PLATFORMS. OR FUMES FROM THIS MATERIAL CAN BE HARMFUL . PERSONS WORKING ON OR IN THE BUILDING DURING CONSTRUCTION , 11. P R E - C A S T & TILT - U P C O N S T R U C T I O N
3. PROVIDE PROTECTIVE STRUCTURE BELOW THE WORK AREA. OPERATIONAL MAINTENANCE OR DEMOLITION SHOULD ENSURE GOOD VENTILATION AND WEAR PERSONAL PROTECTIVE
4. ENSURE THAT ALL PERSONS BELOW THE WORK AREA HAVE PERSONAL PROTECTIVE EQUIPMENT . EQUIPMENT INCLUDING PROTECTION AGAINST INHALATION OF HARMFUL MATERIAL WHEN SANDING , DRILLING, CUTTING OR REFER TO THE NATIONAL CODE OF PRACTICE FOR PRE - CAST, TILT-UP AND CONCRETE ELEMENTS IN BUILDING CONSTRUCTION
USING TREATED TIMBER IN ANY WAY THAT MAY CAUSE HARMFUL MATERIAL TO BE RELEASED . DO NOT BURN TREATED TIMBER. (2008 OR LATEST EDITION) FOR EFFECTIVE RISK MANAGEMENT TO EMPLOYERS , EMPLOYEES ASSOCIATED WITH PRE-CAST &
BUILDING COMPONENTS TILT UP CONSTRUCTION .
VOLATILE ORGANIC COMPOUNDS
DURING CONSTRUCTION , RENOVATION OR DEMOLITION OF THIS BUILDING, PARTS OF THE STRUCTURE INCLUDING FABRICATED
STEELWORK, HEAVY PANELS AND MANY OTHER COMPONENTS WILL REMAIN STANDING PRIOR TO OR AFTER SUPPORTING
PARTS ARE IN PLACE . CONTRACTORS SHOULD ENSURE THAT TEMPORARY BRACING OR OTHER REQUIRED SUPPORT IS IN
MANY TYPES OF GLUE, SOLVENTS, SPRAY PACKS, PAINTS, VARNISHES AND SOME CLEANING MATERIALS AND DISINFECTANTS
HAVE DANGEROUS EMISSIONS. AREAS WHERE THESE ARE USED SHOULD BE KEPT WELL VENTILATED WHILE THE MATERIAL IS magica building design
PLACE AT ALL TIMES WHEN COLLAPSE WHICH MAY INJURE PERSONS IN THE AREA IS A POSSIBILITY. BEING USED AND FOR A PERIOD AFTER INSTALLATION. PERSONAL PROTECTIVE EQUIPMENT MAY ALSO BE REQUIRED. THE creative solutions
MECHANICAL LIFTING OF MATERIALS AND COMPONENTS DURING CONSTRUCTION , MAINTENANCE OR DEMOLITION PRESENTS A MANUFACTURER’S RECOMMENDATIONS FOR USE MUST BE CAREFULLY CONSIDERED AT ALL TIMES.
RISK OF FALLING OBJECTS . CONTRACTORS SHOULD ENSURE THAT APPROPRIATE LIFTING DEVICES ARE USED , THAT LOADS ARE
PROPERLY SECURED AND THAT ACCESS TO AREAS BELOW THE LOAD IS PREVENTED OR RESTRICTED. SYNTHETIC MINERAL FIBRE m . 0405 494 264
Carlo Magini c.s .e . - Building Designer.
3. TRAFFIC MANAGEMENT FIBREGLASS, ROCKWOOL, CERAMIC AND OTHER MATERIAL USED FOR THERMAL OR SOUND INSULATION MAY CONTAIN Lic. N o 1177987 - QBSA act 1991
SYNTHETIC MINERAL FIBRE WHICH MAY BE HARMFUL IF INHALED OR IF IT COMES IN CONTACT WITH THE SKIN , EYES OR OTHER e . [email protected] o m .a u
PARKING OF VEHICLES OR LOADING/UNLOADING OF VEHICLES ON THIS ROADWAY MAY CAUSE A TRAFFIC HAZARD . DURING SENSITIVE PARTS OR THE BODY . PERSONAL PROTECTIVE EQUIPMENT INCLUDING PROTECTION AGAINST INHALATION OF w. w w w .magicabuildingdesign.c o m .a u
HARMFUL MATERIAL SHOULD BE USED WHEN INSTALLING, REMOVING OR WORKING NEAR BULK INSULATION MATERIAL. PO Box 5859, Maroochydore BC. 4558
CONSTRUCTION, MAINTENANCE OR DEMOLITION OF THIS BUILDING DESIGNATED PARKING FOR WORKERS AND LOADING AREAS
SHOULD BE PROVIDED. TRAINED TRAFFIC MANAGEMENT PERSONNEL SHOULD BE RESPONSIBLE FOR THE SUPERVISION OF
THESE AREAS. TIMBER FLOORS
CLIENT STAGE
BUILDING APPROVAL
CONSTRUCTION OF THIS BUILDING WILL REQUIRE LOADING AND UNLOADING OF MATERIALS ON THE ROADWAY. DELIVERIES
SHOULD BE WELL PLANNED TO AVOID CONGESTION OF LOADING AREAS AND TRAINED TRAFFIC MANAGEMENT PERSONNEL IF THIS BUILDING CONTAINS TIMBER FLOORS WHICH HAVE AN APPLIED FINISH. AREAS WHERE FINISHES ARE APPLIED SHOULD M. AND D. VENTURA. BUILDING APPROVAL
BE KEPT WELL VENTILATED DURING SANDING AND APPLICATION AND FOR A PERIOD AFTER INSTALLATION. PERSONAL PROJECT ADDRESS
SHOULD BE USED TO SUPERVISE LOADING/UNLOADING AREAS.
BUSY CONSTRUCTION AND DEMOLITION SITES PRESENT A RISK OF COLLISION WHERE DELIVERIES AND OTHER TRAFFIC ARE PROTECTIVE EQUIPMENT MAY ALSO BE REQUIRED. THE MANUFACTURER’S RECOMMENDATIONS FOR USE MUST BE CAREFULLY BOOYONG DRIVE, BLACK MOUNTAIN , QLD.
MOVING WITHIN THE SITE. A TRAFFIC MANAGEMENT PLAN SUPERVISED BY TRAINED TRAFFIC MANAGEMENT PERSONNEL CONSIDERED AT ALL TIMES. SHEET TITLE
SHOULD BE ADOPTED FOR THE WORK SITE. WORKPLACE HEALTH AND SAFETY NOTES
7. CONFINED SPACES ORIGINAL SCALE SHT SIZE DRWN CHKD DATE
4. SERVICES
EXCAVATION
1:100 A3 C. M. C. M. 15 11 18
DRAWING No SHEET
18 - 021
ISSUE
RUPTURE OF SERVICES DURING EXCAVATION OR OTHER ACTIVITY CREATES A VARIETY OF RISKS INCLUDING RELEASE OF
HAZARDOUS MATERIAL. EXISTING SERVICES ARE LOCATED ON OR AROUND THIS SITE. W H E R E K N O W N , THESE ARE IDENTIFIED CONSTRUCTION OF THIS BUILDING AND SOME MAINTENANCE ON THE BUILDING WILL REQUIRE EXCAVATION AND INSTALLATION 10 of 10 A
ON THE PLANS BUT THE EXACT LOCATION AND EXTENT OF SERVICES MAY VARY FROM THAT INDICATED. SERVICES SHOULD BE OF ITEMS WITHIN EXCAVATIONS. WHERE PRACTICAL, INSTALLATION SHOULD BE CARRIED OUT USING METHODS WHICH DO NOT
LOCATED USING AN APPROPRIATE SERVICE (SUCH AS DIAL BEFORE YOU DIG), APPROPRIATE EXCAVATION PRACTICE SHOULD BE REQUIRE WORKERS TO ENTER THE EXCAVATION. WHERE THIS IS NOT PRACTICAL, ADEQUATE SUPPORT FOR THE EXCAVATED
Page 11
ELECTRICAL SCHEDULE
No
MARK DESCRIPTION
OFF
300 SINGLE POWER OUTLET (NUMBER = HEIGHT ABOVE FFL)
300 DOUBLE POWER OUTLET (NUMBER = HEIGHT ABOVE FFL)
1100 EX EXT. SINGLE POWER OUTLET (NUMBER = HEIGHT ABOVE FFL)
1100 EX EXT. DOUBLE POWER OUTLET (NUMBER = HEIGHT ABOVE FFL)
240V FLOURESCENT LIGHT (HANGING OR BATTEN TYPE)
12V LCD LIGHT (HANGING OR BATTEN TYPE)
240V FLOURESCENT STRIP LIGHTING
240V RECESSED FLOURESCENT LIGHT
12V RECESSED LCD LIGHT
240V WALL MOUNTED FLOURESCENT LIGHT
12V WALL MOUNTED LCD LIGHT
CEILING EXHAUST FAN
CEILING EXHAUST FAN (25L/Sec SWITCHED WITH LIGHT)
CEILING FAN
CEILING FAN WITH LIGHT
TV TELEVISION POINT
PHONE TELEPHONE POINT
DISTRIBUTION BOARD (METER BOX)
JB JUNCTION BOX
STEP LIGHT (PLACED 300 mm ABOVE STAIR TREAD)
FLOOR LIGHT (RECESSED INTO FLOORING OR FLOOR SLAB)
APPR'D SMOKE DETECTORS IN ACCORD. WITH THE
BCA PART 3.7.2 (SMOKE ALARMS) & WITH AS 3786.
HEAT PUMP OR GAS HOT WATER SYSTEM
HWS
(GREEN HOUSE EFFICIENT) TO MANUFACT'S SPECS
TO BE COMPLETED BY THE BUILDER / PROPRIETOR /
ELECTRICAL CONTRACTOR - NOT FOR COUNCIL USE.
ALL ELECTRICAL EQUIPMENT AS SELECTED AND
INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S
SPECIFICATIONS BY A LICENSED CONTACTOR.
00° 00'
N
U
S W
M IN
P TE
R R
TE A
SU
IN M
MM
W S
U
N
ER
SUMMER PM SUN
SUMMER AM SUN
BREEZES
W E
270° 00' 90° 00'
WIN
E
-S
TER
NE
WIN
SU
DS
PM
MM
ER
W-
ST ES
OR EZ
BRE
SW
MS
MER - SE
SUM AM S
S
180° 00'
CLIENT STAGE
magica building design
BUILDING APPROVAL
M. AND D. VENTURA. BUILDING APPROVAL
GROUND FLOOR
creative solutions PROJECT ADDRESS
BOOYONG DRIVE, BLACK MOUNTAIN , QLD.
SHEET TITLE
ELECTRICAL PLANS
m . 0405 494 264
Carlo Magini c.s .e . - Building Designer.
GROUND FLOOR ELECTRICAL PLANS
ORIGINAL SCALE SHT SIZE DRWN CHKD DATE
Lic. N o 1177987 - QBSA act 1991
e . [email protected] o m .a u 1:100 A3 C. M. C. M. 15 11 18
DRAWING No SHEET
18 - 021
w. w w w .magicabuildingdesign.c o m .a u ISSUE
PO Box 5859, Maroochydore BC. 4558 S u p p l 't o f 1 0 A
Page 12
CLIENT STAGE
magica building design
BUILDING APPROVAL
M. AND D. VENTURA. BUILDING APPROVAL
creative solutions PROJECT ADDRESS
BOOYONG DRIVE, BLACK MOUNTAIN , QLD.
Carlo Magini
m . 0405 494 264
c.s .e . - Building Designer.
Lic. N o 1177987 - QBSA act 1991
VIEW FROM THE SOUTH WEST SHEET TITLE
VIEW FROM THE SOUTH WEST
ORIGINAL SCALE SHT SIZE DRWN CHKD DATE
e . [email protected] o m .a u 1:100 A3 C. M. C. M. 15 11 18
DRAWING No SHEET
18 - 021
w. w w w .magicabuildingdesign.c o m .a u ISSUE
PO Box 5859, Maroochydore BC. 4558 S u p p l 't o f 1 0 A
Page 13
CLIENT STAGE
magica building design
BUILDING APPROVAL
M. AND D. VENTURA. BUILDING APPROVAL
creative solutions PROJECT ADDRESS
BOOYONG DRIVE, BLACK MOUNTAIN , QLD.
Carlo Magini
m . 0405 494 264
c.s .e . - Building Designer.
Lic. N o 1177987 - QBSA act 1991
VIEW FROM THE WEST SHEET TITLE
VIEW FROM THE WEST
ORIGINAL SCALE SHT SIZE DRWN CHKD DATE
e . [email protected] o m .a u 1:100 A3 C. M. C. M. 15 11 18
DRAWING No SHEET
18 - 021
w. w w w .magicabuildingdesign.c o m .a u ISSUE
PO Box 5859, Maroochydore BC. 4558 S u p p l 't o f 1 0 A
Page 14
CLIENT STAGE
magica building design
BUILDING APPROVAL
M. AND D. VENTURA. BUILDING APPROVAL
creative solutions PROJECT ADDRESS
BOOYONG DRIVE, BLACK MOUNTAIN , QLD.
Carlo Magini
m . 0405 494 264
c.s .e . - Building Designer.
Lic. N o 1177987 - QBSA act 1991
VIEW FROM THE NORTH WEST SHEET TITLE
VIEW FROM THE NORTH WEST
ORIGINAL SCALE SHT SIZE DRWN CHKD DATE
e . [email protected] o m .a u 1:100 A3 C. M. C. M. 15 11 18
DRAWING No SHEET
18 - 021
w. w w w .magicabuildingdesign.c o m .a u ISSUE
PO Box 5859, Maroochydore BC. 4558 S u p p l 't o f 1 0 A
Page 15
CLIENT STAGE
magica building design
BUILDING APPROVAL
M. AND D. VENTURA. BUILDING APPROVAL
creative solutions PROJECT ADDRESS
BOOYONG DRIVE, BLACK MOUNTAIN , QLD.
Carlo Magini
m . 0405 494 264
c.s .e . - Building Designer.
Lic. N o 1177987 - QBSA act 1991
VIEW FROM THE SOUTH EAST SHEET TITLE
VIEW FROM THE SOUTH EAST
ORIGINAL SCALE SHT SIZE DRWN CHKD DATE
e . [email protected] o m .a u 1:100 A3 C. M. C. M. 15 11 18
DRAWING No SHEET
18 - 021
w. w w w .magicabuildingdesign.c o m .a u ISSUE
PO Box 5859, Maroochydore BC. 4558 S u p p l 't o f 1 0 A
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