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180305 Raftsea Issue V-MCU
Attached to the e-mail Change to DA & Op Works - MCU16/0112.01 & OPW16/0209.01.
CONSTRUCTION NOTES
1. ALL CONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS OF THE BUILDING ACT 1975 AND BUILDING CODE OF
AUSTRALIA 2016 VOLUME 1 FOR CLASS 2 TO 9 BUILDINGS AND ALL RELEVANT CODES AND STANDARDS.
2. ALL CONSTRUCTION OF ROOFS, WALLS AND FLOORS TO COMPLY WITH BCA PART J3.6.
3. DRAWINGS SHALL BE READ IN CONJUNCTION WITH ALL CONSULTANTS’ DRAWINGS.
4. ALL DIMENSIONS SHALL BE CONFIRMED ON SITE PRIOR TO CONSTRUCTION. WRITTEN DIMENSIONS TAKE PRECEDENCE.
DO NOT SCALE OFF DRAWINGS.
5. REFER TO CONSULTANTS’ DRAWINGS FOR COORDINATION OF SLAB PENETRATIONS.
6. PROVIDE TERMITE TREATMENT IN ACCORDANCE WITH AS 3660. (IF REQUIRED)
7. CARRY FIRE RESISTANT WALLS TO THE UNDERSIDE OF THE METAL ROOFING, FIRE SEAL BETWEEN TOP OF WALL AND
ROOFING WITH APPROVED MINERAL FIBRE INFILL WITHIN 3.0m OF PROPERTY BOUNDARIES.
8. REFER TO THE EXTERNAL FINISHES SCHEDULE FOR SELECTIONS OF METAL ROOFING AND WALL CLADDING. PROVIDE ALL
METAL ROOFING AND WALL CLADDING ACCESSORIES SUCH AS BATTENS, FURRING CHANNELS, PARAPETS, DOWNPIPES,
BARGES, GUTTERS, FLASHINGS, CAPPINGS, TRIMS AND SEALANTS INSTALLED TO MANUFACTURER’S DETAILS,
RECOMMENDATIONS AND INSTRUCTIONS.
9. THERMAL INSULATION TO BE IN ACCORDANCE WITH BCA REQUIREMENTS.
10. PROVIDE REFLECTIVE FOIL ANTICON R2.5 INSULATION AND METAL SAFETY MESH UNDER ALL METAL ROOFING.
11. PROVIDE WORK SAFETY SYSTEM AND SAFETY BELT ANCHORAGE SYSTEMS TO THE ROOF FOR PREVENTION OF FALLS FROM
THE BUILDING FOR PERSONS WHILE CLEANING AND MAINTAINING THE BUILDING IN ACCORDANCE WITH BCA PART G101.1
(FOR QUEENSLAND) AND AS 2626. PROVIDE PROVISION FOR SAFE LADDER ACCESS OR APPROVED METHOD AS REQUIRED.
12. PROVIDE WATER-RESISTANT AND WATERPROOF FIBREGLASS REINFORCED ACRYLIC OR POLYURETHANE WATERPROOF
MEMBRANE OR SIMILAR APPROVED IN ACCORDANCE WITH AS 3740 IN COMPLIANCE WITH BCA PART F1.7 TO THE WET
AREAS
13. PROVIDE MOVEMENT OR CONTROL JOINTS TO FLOOR TILING IN ACCORDANCE WITH AS 3958.
14. PARTITIONS
a. PARTITIONS TO BE FRAMED WITH 92MM WIDE DRYWALL STEEL STUD AND TRACK FRAMING SYSTEMS IN
ACCORDANCE WITH THE MANUFACTURER’S RECOMMENDATIONS AND INSTRUCTIONS
b. REFER TO THE PARTITION LAYOUT AND TYPICAL WALL TYPES DRAWINGS FOR PARTITION TYPES AND DETAILS
c. PROVIDE ADDITIONAL NOGGINGS AS REQUIRED TO SUPPORT ANY FIXTURES OR FITTINGS
15. INTERNAL LININGS
a. CEILINGS AND BULKHEADS GENERALLY 13MM PLASTERBOARD THROUGHOUT AND 13MM WATER RESISTANT
PLASTERBOARD TO WET AREAS IN ACCORDANCE WITH THE MANUFACTURER’S RECOMMENDATIONS AND
INSTRUCTIONS
16. DOORS
a. FIRE RATED DOORS TO COMPLY WITH BCA PART C3.4 AND -/60/30 FIRE DOORS TO BE SELF-CLOSING UNLESS
OTHERWISE STATED
d. PROVIDE LIFT-OFF HINGES TO BATHROOMS TO COMPLY WITH BCA PART F2.5.
f. PROVIDE STEEL DOOR FRAMES TO EXTERNAL DOORS, AND ALL FIRE-RATED DOORS AND TIMBER DOOR FRAMES TO
ALL OTHER INTERNAL DOORS - REFER TO DOOR SCHEDULE DRAWINGS AND DETAILS.
g. REFER TO DOOR SCHEDULE AND NOTES FOR FINISHES, SELECTIONS, SIZES AND DETAILS.
17. GLAZED WINDOWS AND DOORS
a. SEALS TO GLAZED WINDOWS AND DOORS TO COMPLY WITH BCA PART J3.4, AS 1288 AND AS 2047.
b. VERIFY ALL OPENING DIMENSIONS ON SITE PRIOR TO MANUFACTURE AND INSTALLATION.
c. REFER TO DOOR AND WINDOW SCHEDULE AND NOTES FOR FINISHES, SELECTIONS, SIZES AND DETAILS.
18. BALUSTRADING AN HANDRAILS
a. ALL BALUSTRADING TO COMPLY WITH BCA PART D2.16.
b. ALL HANDRAILS TO COMPLY WITH BCA PART D2.17.
19. PEDESTRIAN ACCESS FOR PWD
a. BRAILLE AND TACTILE SIGNAGE AND TACTILE INDICATORS FOR PWD PEDESTRIAN ACCESS FROM THE FRONTAGE
TO STAIR 10 TO COMPLY WITH BCA PARTS D3.6 AND D3.8 AND AS 1428.
Dwg No. Drawing Title
01 Cover sheet
01 Ground floor plan
02 Site plan & Survey
03 Ground floor plan
04 Mezzanine plan
05 Slab setout
V terrace addition 06.03.18
06 Elevations U entry ramp/stairs, carpark 01.09.17
07 Sections T Req. doors changed 02.08.17
S Issue for Tender 16.05.17
08 Electrical Layout Issue Amendment Date
09 Accessible amenity details
10 Door & Window Schedule
11 Building Volume
STREETSCAPES
NOTE:
STREET AND PERSPECTIVE VIEWS FOR ILLUSTRATION/IMPRESSION PURPOSES ONLY
(07) 5456 4411 0412 264 685 QBCC Lic.065570
CLIENT:
RAFTSEA P/L
PROJECT and LOCATION:
Proposed Industrial Development
at No.42 Rene Street, Noosaville.
DRAWN BY: JS CHECKED BY: CS
SCALE 1:200 at A1 PAPER
DRAWING TITLE: Cover sheet
Drawing: PROJECT No: ISSUE
01 of 11 15.253 V
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Page 2
1,000 26,010 5,400 9,348 5,200 5,400 1,500
90mm SERVICE bunded bin washdown
04 B85 DESIGN VEHICLE 700x700.
CONDUIT UNDER SLAB 8° 50' 50" WEST
TURNING TEMPLATE Refer hydraulic dwgs SCHEDULE OF AREAS
53.858
6 .6 6 .4
2,000
2,400 2,400 2,400 2,400 2,400 2,400 2,400 2,400 2,400 2,400 2,400 2,400 2,400 3,000
FUTURE 6.2 BINS Site Area: 4000.00m2
gravel
WASTE 76.00 m
6 .0
2
surface
2,400 2,400 2,400
Site Cover: 37.5%
WATER Building Area:
concrete TREATMENT concrete
9,800
9,800
9,800
29
Ground Floor 1510.00m2
26
EMPOYEE Mezzanine Admin 118.23m2
WASTE PARKING
28
WATER FUTURE Mezzanine factory 71.77m2
25
TREATMENT FERMENTATION Covered Terrace 41.80m2
C
07 TANKS B
Total Building 1741.80m2
27
07
D12 D13
24
300
90mm SERVICE
PALLET RACKING CONDUIT UNDER SLAB Carparking:
23
Req'd 26 cars
Prov'd 29 cars
D22
22
AV Motorcycle Spaces:
load/ Req'd 2 spaces
21
unload 5 .8
Prov'd 2 spaces
20
Landscaping:
22,150
1,000 39,000 6,958 5,400 1,500
Req'd (10% min) 400.00m2
D23
19
Prov'd (10.2% min) 409.93m2
bicycles
(16) class 3 spaces
18
A PLATFORM LEVEL RL. A
5.500
17
07 07
SLAB LEVEL RL. 5.800
D24
D11
concrete 5 .6 0 0
16
LUNCH
42,000
D35
D06 90mm SERVICE
CONDUIT UNDER SLAB
D05
15
D10 D15 D14
98° 50' 50"
D07
ventilation
only door
74.163
14
D36
STAFF
D08
D25
OUTDOOR
LUNCH 2,400 6,258 57.34 m2
RAINWATER BIO-
300
NORTH
TANK - 13kl
04
RETENTION
D09
13
5.4
SOUTH
04
D34
D21
190
278° 50' 50"
14.36 m2
19,850
74.437
D20
1,000
68.08 m2
8,958 6,900
D26
W01
D19
90mm SERVICE
CONDUIT UNDER SLAB
solid wall 2000 high
950 4,050 water
9,250
line of mezz over treatment U/G GAS LINE
D18
COVERED
9,500
D plant 2,000 8,458 5,400
TERRACE 07
D17
38.47 m 2
1,673 8,785 GAS
W02
2 storey void
D02
TANK
1,150
1,200
1,500
150
D27
190
D01
setout line setout line
1500 1500
1:14
TGSI
W13 W14
manual
200
4,700
line of fascia over
2,500 2,500 2,500 2,500
awning over GRAIN sliding
5,400 560
PAD OUT gate
accessible
1,560
4,841
MOUNT
12
65.55 m 2
shared BIO-RETENTION
bay
TGSI
1:14
space
6,116
2,518
11
TGSI
TGSI 1 2
concrete
7° 42' 50" bicycles
4,823
C B
924
897
EAST
07 2
10
07
1,200 300 12.456 (2) class 3 8° 0 3
04
2 x motorcycles
5
105 3,095 300 spaces 1 0 .3 ' 2 0 " 4 6.34 m2
50 5
301 ENTRY 18° 51'
6
9
22,363
22,637
45"
7 8
setout
setout
6 .0 0 9 9° 34' 35" 5.10 4
EMT K 20.431 4° 01 '2 0" 5 .2
existing
concrete
AV design vehicle in
accord with AS.2890.2
EMT J
V terrace addition 06.03.18
4.8 existing U entry ramp/stairs, carpark 01.09.17
126.75 m2 5 .0 T Req. doors changed 02.08.17
existing EMT L concrete
concrete 188° 28' 40" crossover S Issue for Tender 16.05.17
53.456 Issue Amendment Date
crossover 198° 56'
45"
RENE STREET 0.410
RENE STREET
(07) 5456 4411 0412 264 685 QBCC Lic.065570
CLIENT:
RAFTSEA P/L
EXISTING DETAIL SURVEY SITE PLAN PROJECT and LOCATION:
1 :2 0 0 1 :2 0 0 Proposed Industrial Development
at No.42 Rene Street, Noosaville.
DRAWN BY: JS CHECKED BY: CS
SCALE 1:200 at A1 PAPER
DRAWING TITLE: Site plan & Survey
Drawing: PROJECT No: ISSUE
02 of 11 15.253 V
Page 3
39,000
150 38,650 200
150 22,350 15,750 550 200
C
B
1 2 3 07 4 5 07 6 7
BT136 Emergency Lighting
D12 D13
A A Stainlite BT118 NPR single 18w non-maintained or
EXIT
150
150
150
150
150
150
2,950 MIN alternative brand to suite classification AS/NZS
drain 2293.1. Mounted at 6m max. above finished floor
COLD ROOM SF10 Stanlite SF10 non-maintained (10w halogen fixed
5600H flush with ceiling) to AS/NZS 2293.1.
6,300
D22
7,283
rm fo e
fe e d
re pip g tra
drain
en r
drain
t.
EXIT Exit Sign to comply with BCA 2013 Clause E4.5.
fu aste E u/
w DP
(Running Man) All exit doors to comply with BCA 2013 Clause
H
tu
D2.19, D2.10 & D2.21.
STAGE 2.
FUTURE COLD ROOM fw Floor waste. Exact locations to be determined.
INSULATED PANEL WALLS BY
OWNER.
MV Mechanically ventilated to AS.1668.2 1991, min 25
17,780
L/S exhaust flow rate. Ceiling 2700mm high.
drain
21,950
FE Extinguisher type 3A:40B:(E)
22,150
D23
7,284
drain
Ensure fire extinguishers are within 4m of 'EXIT'
doors. Extinguisher location sign above in
BOTTLING drain accordance with AS 2444
235
150 4,000 3,230 70 1,240 70 2,865 190
70
150 3,230 70 1,240 165 2,935 190 Stainless steel sink with instantaneous HWS in
vermin proof cabinet under sink (Typ).
29,950
msb
A
07
Main switch board
EXIT
D24
7,233
D11
715
70
70
WASHDOWN
drain
sink
ref REEL
70
OVERHEAD
2,335
LUNCH
2,265
3,950
3,950
M 200
D35
42,000
D06
41,650
70
D05
EXIT UP
F EXIT structural rafter EXIT
B B
D10 col D15 D14
70
200
200
200
200
eyewash
&shower
3,470
C F C
D07
1,940
UP
2,040
F/M
D36
concrete block retaining wall
FE
STAGE 2.
70
D08
M
5,350
FUTURE COLD ROOM
D25
70
70
1,950
STAFF OUTDOOR INSULATED PANEL WALLS BY OWNER.
AREA ENGINEER TO ALLOW FOR
DW
POST/BEAM SUPPORT TO STAGE 1
7,620
drain drain
70
500x500 MEZZANINE.
cut outs COLD
ROOM
5,280
6,025
KITCHEN col col col
D09
100
150 Ø service sk
3,700
fw conduit for (trade waste)
drain
RAINWATER TANK
13kl
beer supply
lines
SOUTH
3,425
04
D col col col col D
structural rafter
70
815
D34
EXIT
D21
100
200 750 4,050 col STAGE 2. drain
70
line of fw
FUTURE COLD
1,805 100
D20
roof over ROOM
19,850
1,200
1,245
bar frame
INSULATED PANEL
BAR WALLS BY OWNER.
beam
4,779
sp col col
7,010
D26
100
W01
over
D19
glass
drain
drain
drain
NP
SR
chiller
7,315
190
2,550
block
4,105
4,105
COVERED
10,980
100
TERRACE
10,165
D18
beam
1,100
water
9,500
u/g gas line
treatment
sp FE
line of floor over structural rafter from tank
E over D col col plant
E
100
07
5,387
D17
100
V terrace addition 06.03.18
W02
line of TASTING
D02
U entry ramp/stairs, carpark 01.09.17
4,105
4,220
4,105
roof over T Req. doors changed 02.08.17
4,920
drain drain drain S Issue for Tender 16.05.17
D27
See detail 02
4,185
EXIT Issue Amendment Date
beam dwg 09
main
150
150
150
150
sp
over D01 1,673
F switchboard F
200
200
200
90
150
1500 1500
1,000
880 600 1,080
1,245
1,200
1,200
1:14 TGSI
1,500
G G
W13 W14
200
200
200
elect. pad 3,393
1,560
1,160
mount
300
See detail 03 dwg 09 PFC to PFC to
edge edge
4,700
line of awning over
3,660
5
150 1,200 5,600 690 690 5,600 1,220 2,030 150 2,030 150 615
3,83
150 3,230 70 1,240 70 3,100 190 15,000 100 5,825 100 3,725 200
4,841
1:14
150 22,900 100 4,825 100 4,725 200
handrail handrail
33,000
(07) 5456 4411 0412 264 685 QBCC Lic.065570
1,500
bicycles bicycles
5,160
2,246 CLIENT:
(2) class 3 (2) class 3 RAFTSEA P/L
spaces spaces 3,870
TGSI PROJECT and LOCATION:
1,018
TGSI Proposed Industrial Development
924
at No.42 Rene Street, Noosaville.
C B
1 2 3 07 4 EAST
04 5 07 6 7
DRAWN BY: JS CHECKED BY: CS
300
1,200 3,395 2,100 3,940 2,100
SCALE 1:100 at A1 PAPER
4,000 8,030 15,020 4,975 4,975 2,000
DRAWING TITLE: Ground floor plan
GROUND FLOOR PLAN Drawing: PROJECT No: ISSUE
1 :1 0 0 03 of 11 15.253 V
Page 4
G F E D C B METAL ROOF SHEETING A
W16 W17
5° PITCH
W15
TOP OF ROOF
900
U/S STRUCTURAL RAFTER
10,000
8,000
BOUNDARY
BOUNDARY
FINISHED SLAB
RL.5.800
NATURAL GROUND LINE
600 CONC. TILT PANEL
PENETRATION IN ROLLER SHUTTERS 1.0mx6.0m
PENETRATION IN ROLLER SHUTTERS 1.0mx3.0m
NORTH ELEVATION PROVIDING 20% CLEAR AIR MOVEMENT.
PROVIDING 20% CLEAR AIR MOVEMENT.
1 :1 0 0
A B C D E F G
W20 W19 W18 TOP OF ROOF
METAL ROOF SHEETING
5° PITCH
600
U/S STRUCTURAL RAFTER
1,549 900 1,883 900 1,024 900 1,974 900 1,707 900 6,214
FINISHED CEILING
2,700
2,100
8,000
BOUNDARY
cut outs FINISHED SLAB
FINISHED CEILING
600
500
300
BOUNDARY
3,420 500 900 500
2,700
2,400
2,400
2,100
FINISHED SLAB
RL.5.800
NATURAL GROUND LINE
SOUTH ELEVATION CONC. TILT PANEL
1 :1 0 0
1 2 3 METAL ROOF SHEETING 4 5 6 7
5° PITCH
TOP OF ROOF
600 600
6,000
U/S STRUCTURAL RAFTER
10,000
8300 APPROX
BOUNDARY
BOUNDARY
7,038
800
PADMOUNT LOCATION
FINISHED SLAB
RL.5.800
CONC. TILT PANEL PROTUDING SHADOW BOX CONC. TILT PANEL
TO GLAZING ACRYLIC PAINT FINISH NATURAL GROUND LINE
EAST ELEVATION
OFF FORM FINISH
SEE DETAIL DWG 09 V terrace addition 06.03.18
1 :1 0 0 U entry ramp/stairs, carpark 01.09.17
T Req. doors changed 02.08.17
S Issue for Tender 16.05.17
7 6 5 4 METAL ROOF SHEETING 3 2 1 Issue Amendment Date
5° PITCH
TOP OF ROOF
U/S STRUCTURAL RAFTER
U/S STRUCTURAL RAFTER
10,000
9,087
(07) 5456 4411 0412 264 685 QBCC Lic.065570
BOUNDARY
CLIENT:
6000 APPROX
RAFTSEA P/L
BOUNDARY
PROJECT and LOCATION:
Proposed Industrial Development
at No.42 Rene Street, Noosaville.
DRAWN BY: JS CHECKED BY: CS
NATURAL GROUND LINE FINISHED SLAB
RL.5.800 SCALE 1:100 at A1 PAPER
DRAWING TITLE: Elevations
CONC. TILT PANEL
WEST ELEVATION Drawing: PROJECT No: ISSUE
1 :1 0 0 06 of 11 15.253 V