BB - COVER SHEET
Transcript of BB - COVER SHEET
QS
CLIENT
STRUCTURAL ENGINEER
SERVICES ENGINEER
COUNCIL
NFA \ OHS
TENDER
ISSUED TO:DATE OF ISSUE
E=Email, D=Disk, P=Paper
QS
CLIENT
STRUCTURAL ENGINEER
SERVICES ENGINEER
COUNCIL
NFA \ OHS
TENDER
ISSUED TO:DATE OF ISSUE
E=Email, D=Disk, P=Paper
QS
CLIENT
STRUCTURAL ENGINEER
SERVICES ENGINEER
COUNCIL
NFA \ OHS
TENDER
ISSUED TO:DATE OF ISSUE
E=Email, D=Disk, P=Paper
QS
CLIENT
STRUCTURAL ENGINEER
SERVICES ENGINEER
COUNCIL
NFA \ OHS
TENDER
ISSUED TO:DATE OF ISSUE
E=Email, D=Disk, P=Paper
DRAWINGNUMBER DRAWING TITLE REVISION DRAWING
NUMBER DRAWING TITLE REVISION DRAWINGNUMBER DRAWING TITLE REVISION DRAWING
NUMBER DRAWING TITLE REVISION
27.0
5.09
27.0
5.09
P P
S . P:PROJECT NO. 04-29
APR. 04DATE :
S . P:PROJECT NO. 17-001
31.05.19DATE :
APR. 04DATE : S.N/T.N.TDRAWN :
Phone : 3400 287 Fax : 3400 185 Mobile : 9990 626Email : [email protected]
26 MARA ROAD , P.O.BOX 16 , NAUSORI , FIJI ISLANDS
ARCHITECTS
DESIGN CONSULTANTS
PROJECT MANAGERS
INTERIOR DESIGNERS
draw
ing
regi
ster
CIVIL/STRUCTURAL ENGINEER
*
*******BB - A8
BB - A9
ROOF PLAN
CEILING & ROOF DETAILS
DOOR & WINDOW SCHEDULE
DOOR & WINDOW DETAILS
GRILL DOOR & WINDOW SCHEDULE & DETAILS
JOINERY DRAWINGBB - J0 JOINERY LAYOUT PLAN
BB - J1 KITCHEN LAYOUT PLAN
BB - J2 KITCHEN SECTIONS
BB - J3 KITCHEN SECTIONS
BB - J4 LAUNDRY UNIT DETAILS
BB - J5 LINEN UNIT DETAILS
BB - J6 BEDSIDE UNIT DETAILS
BB - J7 TV UNIT DETAILS
BB - J8 WARDROBE/DRESSER PLAN & ELEVATION
BB - A7
BB - J9 WARDROBE/DRESSER PLAN & ELEVATION
BB - J10 WARDROBE/DRESSER SECTION
BB - A0
BB - A2
BB - A3
ENLARGE SITE PLAN
BB - A1 PROPOSED FLOOR PLAN, DIMENSION PLAN& REFLECTED CEILING PLAN
ARCHITECTURAL DRAWING
BB - A11
BB - A10
ENSUITE 1 LAYOUT & INTERNAL ELEVATION
VANITY SECTION & DETAILS
ELEVATION
BB - A5
SECTION
BB - A4
BB - A6
SECTION
BB - J6 BEDSIDE UNIT DETAILS
BB - H1
BB - H2
HYDRAULICS NOTES
DRAINAGE PLAN
BB - H0
HYDRAULICS DRAWINGS
ELECTRICAL DRAWINGS
BB - E1 LIGHTING & POWER LAYOUT PLAN
BB - E0 LIGHTING LAYOUT PLAN
STRUCTURAL DRAWINGSBB - S0
BB - S1
BB - S2
BB - S3
BB - S4
STRUCTURAL NOTES
FOUNDATION PLAN, PAD PLAN & ELEVATION
DOMESTIC WATER SUPPLY PLAN
BB - S5
FIJI FOOTBALL ASSOCIATIONPROPOSED GOAL IV PROJECTVUNIMOLI ROAD, LABASA.
*
***
****
**
*
*
*
*
***
*******
**
TENDER ISSUE03.06.19
KN Khemindra S. NarainConsulting Building & Structural Engineer
Geotechnical Investigations
PHONE - 6520 987
FOOTING DETAILS
TYPICAL LINTEL BEAM & STRUCTURAL DETAILS
ROOF FRAMING PLAN & DETAILS
ROOF DETAILS
*BB - H3 SEPTIC TANK DETAIL *
BUILDING B (BB)
12
34
56
78
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
1
PP
PP
PP
3.66
7
3.37
03.28
0
3.20
0
3.15
03.
650
3.15
0
3.1
80
3.03
8
3.73
03.
765
3.71
03.
7403.
680
3.66
0
3.57
33.
760
3.68
0
3.42
03.
470
3.5
30
3.5
70
3.53
03.
415
3.34
03.
660
3.44
03.41
0
3.41
03.
340
3.47
0
3.72
03.66
0
3.72
0
3.42
03.73
0
3.83
0
3.93
0
4.04
03.74
03.
820
3.86
0
3.76
0 3.63
0
3.92
02.98
0
3.38
1
3.71
0
3.54
0
3.36
5
3.34
0
3.63
0
3.03
0
3.36
0
3.41
0
3.50
0
3.52
0
3.63
0
3.64
0
3.68
03.
730
3.61
0
3.77
0
3.79
0
3.68
0
3.69
9
3.76
0
3.93
0
3.77
0
3.74
0
4.16
0
3.64
0
3.68
0
3.58
0
3.65
0
3.55
0
3.57
0
3.7
10
3.77
0
3.91
0
3.65
0
3.80
0
3.7
90
3.74
03.
850
3.72
04.
030
3.74
0
3.89
0
3.86
0
3.96
0
3.80
0
3.34
03.
810
3.76
0
3.58
03.
710
3.65
03.
610
3.55
0
3.60
0
3.50
0
3.72
0
3.61
4
3.74
0
3.84
0
4.14
6
3.62
0
3.34
0
3.29
03.32
0
3.12
0
3.41
0
3.48
0
3.42
0
4.04
0
4.00
0
3.85
0
4.09
0
3.95
0
3.82
0
3.88
0
3.30
0 3.30
0
3.58
0
3.30
0
3.90
0
3.38
03.6
50
3.65
0
3.06
0
3.01
6
3.35
0
3.34
5
3.30
0
3.85
0
4.23
0
4.13
0
4.21
0
4.02
0
3.98
0
4.13
0
4.11
04.11
0
4.13
0
4.15
0
3.81
0
3.85
0
3.87
0
3.45
0
3.45
0
3.72
0
3.75
0
4.14
0
4.15
0
IP1
IP2
TO NAQAI SETTLEM
ENT
3.45
0
3.38
0
3.25
0
3.42
0
3.22
0
2.92
0
2.93
0
2.87
0
2.85
0
2.80
03.
000
2.65
0
ROAD 20.12
WIDE
EXIS
TIN
G A
CC
ES
S R
OAD
5.0
3 W
IDE
LOT
2
M 8
72
LOT
1
M 8
38
LOT
2
M 8
72
LOT
1
M 5
34
25° 10' 00"
148.12
140° 04' 0
0"
98.43
140° 04' 0
0"87.77
166° 01' 00"97.06
52°19'20"32.79
46° 50' 10"
66.01
33° 19' 00"
48.80
129°
14'
30"
92.9
4
129°
14'
30"
112.
86
27° 07' 00"
177.69ACCESS R
OAD
5.03 WID
E (N
OT FORMED)
OPEN
EARTH
DRAIN
NEW HIGH W
ATER MARK
LOT
3
M 1
128
MANGROVES
A C
14
7 965BO
UNDARY
LINE
92 55
2 BOUNDARY
LINE
112 8
49 BOUNDARY
LINE
91 667 BOUNDARY LINE
100 056 BOUNDARY LINE
87 765 B
OUNDARY LINE
177 683 BOUNDARY LINE
148 112 BOUNDARY LINE
48 800 BOUNDARY LINE
98 426 B
OUNDARY LINE
1526
2728
2930
3132
33
1
PP
3.34
03.41
0
3.34
0
3.47
0
2.98
0
3.41
0
3.50
0
3.06
0
ACCESS R
OAD
tv
IC
IC
IC
IC
IC
1800
6000
21952
20800
9400
7650
2400IC
IC
IC
IC
IC
IC
IC
IC
IC
IC
Refer enlarge site plan below
PH.- 3400 287 , FAX. - 3400 185
ARCHITECTS,DESIGN CONSULTANTS,PROJECT MANAGERS,INTERIOR DESIGNERS
Email : [email protected]
26 MARA ROAD , P.O.BOX 16 , NAUSORI , FIJI ISLANDS
Copyright reserved in all drawings and thework excuted from them. Figured dimensionsshall be read in preferance. Largest scaleddrawings shall take precedence. Check alldimensions on site. All discrepancies shallbe reported to the ARCHITECT immediately. :
:
:
:SHEET TITLE DESIGN
DRAWN
DATE
SCALE
S . P PROJECT NO.
SHEET NO.
REV.
PROJECT
AS SHOWN
A0NOTES DATEREV.
S.N/P.O.TFIJI FOOTBALL ASSOCIATION
LABASA.
PROPOSED GOAL IV PROJECT
VUNIMOLI ROAD
17-001
N
winter sunSE breeze
summersun
1
LOCALITY
LEGAL DESCRIPTION
NOTE:
LOTM
16415Site AreaSite Zoning
----
AREA SCHEDULE:
sq.m.
Sanitary - UNSEWEREDPlot Ratio -
Enclosed Area sq.m.72-
sq.m.10-Open Area
sq.m.27-Driveway / Carpark
3.
2.
1.
1184
sq.m.72-Total Enclosed Area
Exact floor RL to be confirmed on site by Architect may vary from drawing
Confirm all dimensions on site prior to construction
Check all boundary pegs prior to construction
Vunimoli Road
Nasekula Road
Dakua st.
SUBJECT SITE
1
19627 sq.m.1237
03.06.19
ENLARGE BUILDING 'B' / MANAGERS FLATDRAINAGE / SITE PLANSCALE 1:200
TENDER ISSUE03.06.19
PROPOSEDBUILDING B
Lawn(RL = 5.600)
Carpark
Entry/Exit
6m building lin
e
Driveway - (RL = 5.750)
Road(RL = 3.410)
Fall
3m building line
ACCESS ROAD
BB
OVERALL SITE PLAN SCALE 1:3000
1200 dia x 1800mm deep soakage pit filled with coral
15 - 20 personSeptic Tank.
ENLARGE SITE PLAN
dp
dp
tv
dp
Lounge
Kitchen
Bedroom1
Dining
Bedroom2
Laundry
Wc
Shr
tv
Terrace
Clothes Line dp
dp
W9
D6
D5
D4
D3
D1
W2
W5
W6
W1
Panel 1
G1
D2
W10
W12
W11
W4
W3
W7
W8
1 2
7650
A
B
C
D
1180
024
0075
5018
50
RL = +5.650
RL = +5.700
RL = +5.750
RL = +5.700
RL = +5.700
RL = +5.750
2
2
1
1
12
New 100/150mm conc. blockwall plastered & painted as per Architects instruction
New 200mm conc. blockwall plastered & painted as per Architects instruction
NOTE: KEY FOR FLOOR FINISHES:
D
A
BC
KEY TO EXTERIOR ELEVATIONS:
KEY TO INTERNAL ELEVATIONS:KEY FOR WALL REFERENCE:Selected Ceramic floor tiles to besupplied by client, Contractor toinstall including adhesive. (Ardex - X18) & grout.
1
PH.- 3400 287 , FAX. - 3400 185
ARCHITECTS,DESIGN CONSULTANTS,PROJECT MANAGERS,INTERIOR DESIGNERS
Email : [email protected]
26 MARA ROAD , P.O.BOX 16 , NAUSORI , FIJI ISLANDS
Copyright reserved in all drawings and thework excuted from them. Figured dimensionsshall be read in preferance. Largest scaleddrawings shall take precedence. Check alldimensions on site. All discrepancies shallbe reported to the ARCHITECT immediately. :
:
:
:SHEET TITLE DESIGN
DRAWN
DATE
SCALE
S . P PROJECT NO.
SHEET NO.
REV.
PROJECT
1 : 100
17-001
S.N/P.O.T
01.06.19
1. Confirm all dimensions on site prior to construction
2. Whole of exterior & interior to be painted as per Architects instruction
All floor tiles to be laid as per Architects instruction
3.
Contractor to form openings in walls for range hood duct as required
4.
Allow to provide timber skirting to all internal walls
6.
2
Selected rubber tiles. Rubber Tiles & adhesive to be supplied by client,contractor to installApprox. Area - 59.4sqm
Contractor to form 100mm high concrete plinth for all kitchen & vanity benches.
5.
A1
PROPOSED FLOOR PLANSCALE 1:100
ZA4
XA3
roof overhang line above
roof
ove
rhan
g lin
e ab
ove
roof overhang line above
roof
ove
rhan
g lin
e ab
ove
WA3
W9
D6
D5
D4
D3
D1
W2
W5
W6
W1
Panel 1
G1
D2
W10
W12
W11
W4
W3
W7
W8
1 2
7550
A
B
C
D
1180
0
2400
7550
1850
200
3250
150
900
100
1200
150
3250
200
200 3900 150 3200 200
200 3300 150 3800
200 3750 200
860
600
550
600
1010
2230 1200 1420 1200 400 900 100
3300 150
1200 1200 400 900100100
1650
150
1450
2650
1000
3250
400 700
1900 900 500
1900 900 500
150
150
1750 100
900 1800 1450 1000 400 1800 100
400
2000
3550
1400
3100
1799
1500
1800
1200
500
500
200
1650
150
7200
200
500
500
765
1125
1125
765
DIMENSION PLANSCALE 1:100
7550
9400
2400
1 2
A
B
C
D
1850
7550
300
250
600
CL = 2.650
600 x 600 readymade access panel
fall
3
CL = 2.600
CL
= 2.
600
CL = 2.600
CL = 2.600
3
3
3
5 5
5
5
4
11
1
1
4
2
2
3
3
BB
YA4
REFLECTED CEILING PLANSCALE 1:100
13mm Gib Board On Timber Framing, Boards To Be Painted As Per Architects Instructions
1
213mm Aqualine Gib Board On Timber Framing To Be Painted As Per Architects Instructions
3
5
Fin. 140 X 20 Eaves Battern With 10mm Gaps In Between Over Aluminium Fly Screen To Be Painted As Per Architects Instructions
Underside Of Slab & Beam To BePlastered & Painted With FineTexture Paint As Per Architects Instruction
46mm PrimaFlex On Timber Framing, Boards To Be Painted As Per Architects Instructions
KEY FOR CEILING FINISHES:
PROPOSED FLOOR PLAN, DIMENSION PLAN & REFLECTED CEILING PLAN
FIJI FOOTBALL ASSOCIATION
LABASA.
PROPOSED GOAL IV PROJECT
VUNIMOLI ROAD
XA3
WA3
NOTES DATEREV. NOTES DATEREV.
refer enlarge detail (A5 & A6)
TENDER ISSUE03.06.19
ELEVATION BSCALE 1:100
dp dp
2 1
G1 Panel 1 W9
PH.- 3400 287 , FAX. - 3400 185
ARCHITECTS,DESIGN CONSULTANTS,PROJECT MANAGERS,INTERIOR DESIGNERS
Email : [email protected]
26 MARA ROAD , P.O.BOX 16 , NAUSORI , FIJI ISLANDS
Copyright reserved in all drawings and thework excuted from them. Figured dimensionsshall be read in preferance. Largest scaleddrawings shall take precedence. Check alldimensions on site. All discrepancies shallbe reported to the ARCHITECT immediately. :
:
:
:SHEET TITLE DESIGN
DRAWN
DATE
SCALE
S . P PROJECT NO.
SHEET NO.
REV.
PROJECT
1 : 100
17-001
S.N/P.O.T
01.03.19 BB A2
KEY NUMBER REFERENCE
Whole of exterior & interior to be painted asper Architects instruction
B
C All floor tiles to be laid as per Architects instruction
Confirm all dimensions on site prior to construction
A
Contractor to form openings in walls for rangehood duct as required
D
NOTE:
Contractor to form 100mm high concrete plinthfor all kitchen vanity benches
EColorbond ridge cap8Color - bond flashing9225 x 150 Colorbond gutter10
7 Selected 50 x 50 G.I mesh n steel framing as per details
100 dia. pvc downpipe allow to bracket to wall @ max. 1m ctrs & painted as per wall colour
6
5 80mm dia. P.V.C terminal vent 450mm above roof with selected cowl over & "Dektite" pipe flashing
16 Cloth line as per details
15 40mm dia. ''C'' grade galv. pipe, spray paint as per Architects instruction
14 25mm dia. ''C'' grade galv. pipe, spray paint as per Architects instruction
13 Drill holes for 6mm galv. tension wire12 P.V.C end capping
11 520 x 50 x 6mm m.s plate bolted to concrete building with 3-10 dia. dyna bolts, m.s plate to be painted as per Architects instruction
Allow to provide skirting to all internal wallsF Timber fascia board as shown refer details4
3 RPFL Superdek color - bond roof cladding over Pink Batts Classic R 2.2 control blanket over 450 double sided sisalation install as per manufacturers instruction
Door / window as per schedule2
Concrete blockwall plastered & painted from bothsides as per colour scheme
1
ELEVATION - CSCALE 1:100
3
650
520
150 150 150 150 50
1600
6
810
W1W2
D1
1 2
ELEVATION - ASCALE 1:100
2 3
6
810
1
ELEVATIONS
VUNIMOLI ROAD,LABASA.
PROPOSED GOAL IV PROJECTFIJI FOOTBALL ASSOCIATION
1
10
NOTES DATEREV.
W6 W5
ELEVATION ASCALE 1:100
new ground line
A B C D
W4 W3W7W8
ELEVATION - DSCALE 1:100
1
W12 W11
ABCD
ELEVATION - BSCALE 1:100
2
2 2 44 5
6 66 6
88
16 16
1
TENDER ISSUE03.06.19
7
99
12
13
14
15
11
1
TYPICAL CLOTHES LINE DETAILSCALE 1:10
GL
2
A B C D
2200
400
1250
2600
3850
Laundary Kitchen Lounge Terrace
W10W1
PH.- 3400 287 , FAX. - 3400 185
ARCHITECTS,DESIGN CONSULTANTS,PROJECT MANAGERS,INTERIOR DESIGNERS
Email : [email protected]
26 MARA ROAD , P.O.BOX 16 , NAUSORI , FIJI ISLANDS
Copyright reserved in all drawings and thework excuted from them. Figured dimensionsshall be read in preferance. Largest scaleddrawings shall take precedence. Check alldimensions on site. All discrepancies shallbe reported to the ARCHITECT immediately. :
:
:
:SHEET TITLE DESIGN
DRAWN
DATE
SCALE
S . P PROJECT NO.
SHEET NO.
REV.
PROJECT
1 : 50
17-001
P.O.T / A.V
27.05.19 A3
SECTIONSCALE 1:50
WA1
1A8
2A8
3A8
4A8
1
2
2
3
5
14 9
8
159
1
184 1612
19
417
mirror mirror
SECTIONSCALE 1:100
YA1
A B C D
2200
400
1250
2600
3850
TerraceBedroomW2
W9
Bedroom
GL.F.FL.
CL.
SECTIONSCALE 1:50
XA1
12
2
3
5
14 9
8
159
1
184 16 12
19
4
2
11
Ground Floor Line
2A8
KEY NUMBER REFERENCE
Ground Floor Line
FIN
. 90
FIN. 16
5
5
19
SKIRTING DETAIL(TYPICAL)SCALE 1:2
NOTE: Allow to provide this timber skirting to all internal walls from bothsides and painted as per colour scheme
20 Original ground line
Fin. 90 x 16mm skirting all around painted as per detail
19
Fin. 40 x 16mm cornice all around painted as per detail
18
17 6mm PrimaFlex Or Approved Equivalent On Timber Framing, Boards To Be Painted As Per Architects Instructions
13mm Gib board ceiling painted as per Architects instruction on timber framing @ 600 max. ctrs bothways
16
15 RPFL Superdek color - bond roof cladding over 450 double sided sisalation install as per manufacturers instruction. Over open walkway & deck.
14 RPFL Superdek color - bond roof cladding over Pink Batts Classic R 2.2 control blanket over 450 double sided sisalation install as per manufacturers instruction
Fin. 140 x 20 eaves batten with 10mm gaps over aluminium fly screen
13
100 dia. pvc downpipe allow to bracket to wall @ max. 1m ctrs
12
Fin. 240 x 37mm fascia board11
Steel purlins refer structural drawing for size, spacing and fixing detail
9
Colorbond ridge cap8
Joinery as per joinery details6
Door / window as per schedule5
4 Concrete beam plastered & painted as per colour scheme, Refer structural drawing for column reinforcement.
Concrete column plastered & painted as per colour scheme, Refer structural drawing for column reinforcement.
3
Concrete blockwall plastered & painted from bothsides as per colour scheme
2
1 Concrete floor slab, finishes as per finishes plan
BBSECTIONS
VUNIMOLI ROAD,LABASA.
PROPOSED GOAL IV PROJECTFIJI FOOTBALL ASSOCIATION
Ceiling Line
NOTES DATEREV.
TENDER ISSUE03.06.19
SECTIONS
PH.- 3400 287 , FAX. - 3400 185
ARCHITECTS,DESIGN CONSULTANTS,PROJECT MANAGERS,INTERIOR DESIGNERS
Email : [email protected]
26 MARA ROAD , P.O.BOX 16 , NAUSORI , FIJI ISLANDS
Copyright reserved in all drawings and thework excuted from them. Figured dimensionsshall be read in preferance. Largest scaleddrawings shall take precedence. Check alldimensions on site. All discrepancies shallbe reported to the ARCHITECT immediately. :
:
:
:SHEET TITLE DESIGN
DRAWN
DATE
SCALE
S . P PROJECT NO.
SHEET NO.
REV.
PROJECT
AS SHOWN
17-001
P.O.T / A.V
27.05.19VUNIMOLI ROAD,LABASA.
PROPOSED GOAL IV PROJECTFIJI FOOTBALL ASSOCIATION
BB A4
KEY NUMBER REFERENCE
Fin. 90 x 16mm skirting all around painted as per detail
19
Fin. 40 x 16mm cornice all around painted as per detail
18
17 6mm PrimaFlex Or Approved Equivalent On Timber Framing, Boards To Be Painted As Per Architects Instructions
13mm Gib board ceiling painted as per Architects instruction on timber framing @ 600 max. ctrs bothways
16
15 RPFL Superdek color - bond roof cladding over 450 double sided sisalation install as per manufacturers instruction. Over open walkway & deck.
14 RPFL Superdek color - bond roof cladding over Pink Batts Classic R 2.2 control blanket over 450 double sided sisalation install as per manufacturers instruction
Fin. 140 x 20 eaves batten with 10mm gaps over aluminium fly screen
13
100 dia. pvc downpipe allow to bracket to wall @ max. 1m ctrs
12
Fin. 240 x 37mm fascia board11
Steel purlins refer structural drawing for size, spacing and fixing detail
9
Colorbond ridge cap8
Joinery as per joinery details6
Door / window as per schedule5
4 Concrete beam plastered & painted as per colour scheme, Refer structural drawing for column reinforcement.
Concrete column plastered & painted as per colour scheme, Refer structural drawing for column reinforcement.
3
Concrete blockwall plastered & painted from bothsides as per colour scheme
2
1 Concrete floor slab, finishes as per finishes plan
2200
400
1250
3850
13
1620
11
9 8
1
5
14
6
WC KitchenPassage
GL.F.FL.
CL.
200
2
600 7650 600
2
2600
W6
Selected ceramic wall tiles 900mm high on conc. wall. Refer Ensuite drawings
20.
SECTIONSCALE 1:50
YA1
SECTIONSCALE 1:50
ZA1
FIN
. 90
FIN. 16
5
5
19
SKIRTING DETAIL(TYPICAL)SCALE 1:2
NOTES DATEREV.
void
2600
2200
400
1250
3850
5A8
13
166 6
11
Bedroom Lounge
2600
9 8
1
2
5
14
2
6
GL.F.FL.
CL.
200
TENDER ISSUE03.06.19
ENSUITE LAYOUT & INTERNAL ELEVATIONS
PH.- 3400 287 , FAX. - 3400 185
ARCHITECTS,DESIGN CONSULTANTS,PROJECT MANAGERS,INTERIOR DESIGNERS
Email : [email protected]
26 MARA ROAD , P.O.BOX 16 , NAUSORI , FIJI ISLANDS
Copyright reserved in all drawings and thework excuted from them. Figured dimensionsshall be read in preferance. Largest scaleddrawings shall take precedence. Check alldimensions on site. All discrepancies shallbe reported to the ARCHITECT immediately. :
:
:
:SHEET TITLE DESIGN
DRAWN
DATE
SCALE
S . P
P.O.T / S.N
PROJECT NO.
SHEET NO.
REV.
PROJECT
AS SHOWN
17-001
27.05.19
KEY NUMBER REFERENCE:
BB A5
1. Water closet installed as per manufacturers specification.
2. Selected wall mounted toilet paper roll holder.
3. Blockwall plastered & painted as perArchitects instructions
4. 6.0mm Mirror On 3mm Ply Backing With Polished Edges & install using Selly's liquid nail glue.
5. Selected semi recessed vanity basin.
7. Window / Door as per schedule in areas applicable.
6. 13mm Aqualine gib board on 50 x 50mm timber framing @ 600 ctrs bothways with P50 shadowline stopping angle, boards to be painted as per Architects instructions
8. Trapped floor waste with grating 50 dia. cp brass grating
9. Selected 600 x 600mm ceremic floor tileson conc. slab
Selected 600 x 600mm ceramic wall tiles on conc. wall
10.
Selected 600 x 300mm ceramic wall tiles on conc. wall
11.
12. Selected single lever mixer with diverter for shower & bath spout.
13. Centon Hot water system wall mounted.
14. Selected bath spout.
15. Selected tap with single lever mixer.
16. Joinery as per detail
Selected robe hook @1600 above finished floor level.
17.
18. Selected towel rail, allow to install @ 1050 above finished floor level.
20. Selected wall mounted soap holder @ 1450 above finished floor level.
Fixed frameless toughen glass fixed panel with polished edges on 15 x 15mmaluminium 'U' channel
21.
Selected telephone shower. 24.
"HPM" - fanlight 150mm R150 exhaust fan & light, allow for ducting system as required in areas where applicable.
23.
22. Allow to recess 100mm in concrete blockwall as per tile size
25. 115 x115x25mm Stainless steel square tile inserted floor drain installed as per manufactures instructions.
NOTES DATEREV.FIJI FOOTBALL ASSOCIATION
LABASA.
PROPOSED GOAL IV PROJECT
VUNIMOLI ROAD
TENDER ISSUE03.06.19
TYPICAL ENSUITE 1 LAYOUT PLAN SCALE 1:25
2000
200 1700 100
750
200 900 100700
2500
150
900
100
1200
150
300
600
550
600
450
150
800
300
800
300
150
(50mm floordrop)
5
4
1
32
800
400
1 2
7
7
18
25 13 515
20
22
7
W6
D3
D4
16
17
17
W5
100
8
1A6
24
fw
9
9
9
15
(50mm floor drop)
1450
2050
70090
022
00 152600
950
16
6
20
14
10
22
850 D3
7
13
3
21
3
4
24
9
11
5
3
22
21
11
2
6
650 90
0
2600
9
16
3
110
2200
100
7W5 W6
TYPICAL ELEVATION 2SCALE 1:50
TYPICAL ELEVATION 3SCALE 1:50
TYPICAL ELEVATION 1SCALE 1:50
TYPICAL ELEVATION 5SCALE 1:50
TYPICAL ELEVATION 4SCALE 1:50
2600
11
7
9
7
10
17
6
D3D4
3
4
3
18
900
3
2200
1800
16
5
1800 22
00
1600
2600
3
1 2
10
7
11
17
6
D4
650
W67
3
900
9
2600
10
2200
1600
900
6
9
18
(50mm floor drop)
17
D3
W57
22
3
7
1150
1800
1050
11
2A6
3A6
6A6
5A6
4A6
4A6
5A6
VANITY SECTION & DETAILS
PH.- 3400 287 , FAX. - 3400 185
ARCHITECTS,DESIGN CONSULTANTS,PROJECT MANAGERS,INTERIOR DESIGNERS
Email : [email protected]
26 MARA ROAD , P.O.BOX 16 , NAUSORI , FIJI ISLANDS
Copyright reserved in all drawings and thework excuted from them. Figured dimensionsshall be read in preferance. Largest scaleddrawings shall take precedence. Check alldimensions on site. All discrepancies shallbe reported to the ARCHITECT immediately. :
:
:
:SHEET TITLE DESIGN
DRAWN
DATE
SCALE
S . P
S.N
PROJECT NO.
SHEET NO.
REV.
PROJECT
AS SHOWN
17-001
27.05.19 BB A6FIJI FOOTBALL ASSOCIATION
LABASA.
PROPOSED GOAL IV PROJECT
VUNIMOLI ROAD
NOTES DATEREV.
TENDER ISSUE03.06.19
KEY NUMBER REFERENCE:
GENERAL NOTE
Joinery to be done by othersA.
1. Blockwall plastered & painted as perArchitects instructions
2. 6.0mm Mirror On 3mm Ply Backing With Polished Edges & install using Selly's liquid nail glue.
14. Selected semi recessed vanity basin. (Refer appendix for product description)
3. Selected 600 x 600mm ceramic wall tiles on conc. wall
4. Selected 600 x 600mm ceramic floor tiles on conc. slab
15. Selected tile on concrete base
5. Fixed frameless toughen glass fixed panel with polished edges on 15 x 15mm aluminium 'U' channel
6. B.A.T Trims - Mosaic Corner Guide(Code - MCG -12-3)
7. Selected 15 x 15mm aluminium angle
8. B.A.T Trims - Mosaic Corner Angle(Code - MCA-10-3-) around mirror
15 x15mm aluminium "U" channel9.
Silicon joint all around, silicon to be approved by Architect
10.
17. Dark Oak farmica on 20mm exterior plyboard. (Refer product appendic for product description)
16. Selected tap with single lever mixer. (Refer appendix for product description)
900mm high, 100mm concrete blockwallwith selected tile finish
11.
12. Selected 600 x 300mm ceramic wall tiles on conc. wall
13. Stainless steel screw @ 250 ctrs
18. 16mm thick Dark Oak Melteca board doors hung on 1 pair semi consealed soft closing hinges with p.v.c edge tape
19. 40mm postform top with Dark Oak formica finish, allow to form 100mm splash back in 1 piece with postform top
20. Selected handles. (Refer appendix for product description)
21. Concrete base by main contractor
210
500
100
81085
0
100
300
270
30
15
18
20
17
19 16
2
260
TYP. TOP VANITY SECTIONSCALE 1 : 10
14
21
600
100
DETAILSCALE 1:2
1A5
3
6
3
3
6
3
1
3
6
610
5
6
BLOCKWALL
9
3
1
DETAILSCALE 1:2
6A5
13
3
BLOCKWALL
25
3
1
10
9
11
6 6
2
DETAILSCALE 1:2
2A5
5
8
50
CONCRETE SLAB
1274
4
6
12
DETAILSCALE 1:2
5A5
2 1
DETAILSCALE 1:2
3A5
8
BLOCKWALL
2
1
8
19
1
7
DETAILSCALE 1:2
4A5
3
Dektite pipe flashing orApproved Equivalent
KEY NUMBER REFERENCE
IMAGE REFERENCE
ROOF PLANSCALE 1:75
5 Dektite pipe flashing with 80 dia. P.V.C terminal vent 450mm above roof with selected crowl over.
4 Color - bond flashing with flashguard in applicable area as per manufacturers specification.
3 225 x 225 x 0.8mm Colorbond gutter strapped @ 450 ctrs.
6 Color - bond ridge cap with flashguard in applicable area as per manufacturers specification.
1 RPFL Superdek color - bond roof cladding over Pink Batts Classic R 2.2 control blanket over 450 double sided sisalation install as per manufacturers instruction.
Flat - 1
Lounge
Kitchen
Bedroom1
Dining
Bedroom2
Laundry
Wc
Shr
tv
Terrace
Clothes Line
RL= 43.700
RL= 43.650
RL= 43.650
W1
D4
D1
D2
D2
D3
W3
W4
W4
W3
Panel 1
G1
D1
W2
W3
W3
75501 2
1180
0
B
C
2400
7550
1850
A
D
tv
dp dp
dp
dp dp
ridge line
fall
building line below
1
2
1
fall
fall
fall
fall
fall
building line below
600mm roof overhang line
600m
m ro
of o
verh
ang
line
600m
m ro
of o
verh
ang
line
600mm roof overhang line
600mm roof overhang line
600m
m ro
of o
verh
ang
line
3
4
3
4
6
3
5
4
3
4
build
ing
line
belo
w
build
ing
line
belo
w
3
77
7 7
2 RPFL Superdek color - bond roof cladding over 450 double sided sisalation install as per manufacturers instruction. Over open walkway & deck.
7 100 dia. P.V.C downpipe.
PH.- 3400 287 , FAX. - 3400 185
ARCHITECTS,DESIGN CONSULTANTS,PROJECT MANAGERS,INTERIOR DESIGNERS
Email : [email protected]
26 MARA ROAD , P.O.BOX 16 , NAUSORI , FIJI ISLANDS
Copyright reserved in all drawings and thework excuted from them. Figured dimensionsshall be read in preferance. Largest scaleddrawings shall take precedence. Check alldimensions on site. All discrepancies shallbe reported to the ARCHITECT immediately. :
:
:
:SHEET TITLE DESIGN
DRAWN
DATE
SCALE
S . P PROJECT NO.
SHEET NO.
REV.
PROJECT
1 : 75
17-001
P.O.T
27.05.19 A7BBROOF PLANFIJI FOOTBALL ASSOCIATION
LABASA.
PROPOSED GOAL IV PROJECT
VUNIMOLI ROAD
NOTES DATEREV.
TENDER ISSUE03.06.19
KEY NUMBER REFERENCE
1. Flashing on exposed fascia board ends
PH.- 3400 287 , FAX. - 3400 185
ARCHITECTS,DESIGN CONSULTANTS,PROJECT MANAGERS,INTERIOR DESIGNERS
Email : [email protected]
26 MARA ROAD , P.O.BOX 16 , NAUSORI , FIJI ISLANDS
Copyright reserved in all drawings and thework excuted from them. Figured dimensionsshall be read in preferance. Largest scaleddrawings shall take precedence. Check alldimensions on site. All discrepancies shallbe reported to the ARCHITECT immediately. :
:
:
:SHEET TITLE DESIGN
DRAWN
DATE
SCALE
S . P
T.T
PROJECT NO.
SHEET NO.
REV.
PROJECT
AS SHOWN
A817-001
27.05.19
CEILING & ROOF DETAILS
2. 150 x 150mm Colorbond gutter strapped @ 450mm ctrs. max
Use RPFL infill strip as per manufacturers specification
3.
4. Ex. 50 x 50mm timber framing @ 600mm ctrs bothways
5. Ex. 100 x 50mm timber plate dyna bolted to blockwall with 12 dia. bolts @ 900mm ctrs
6. Steel purlins refer structural drawing for size, spacing and fixing detail
7. RPFL Superdek color - bond roof cladding over Pink Batts Classic R 2.2 control blanket over 450 double sided sisalation install as per manufacturers instruction
8. Fin. 240 x 37mm Dakua fascia board
9. Suitable packer piece
10. Fin. 140 x 20mm eaves batten with 10mm gaps over aluminium fly screen
11. 100 dia. pvc downpipe, allow to bracket to wall @ max. 1m ctrs
12. Rendered blockwall refer structural drawing for reinforcement detail
13. RC beam refer structural drawing for size & reinforcement
14. Fin. 40 x 16mm Dakua cornice all around with burntclove finish as per detail
15. 13mm plaster board ceiling painted as per Architects instruction on timber framing @ 600mm max. ctrs bothways
16. Colorbond ridge cap
17. Ex. 75 x 50mm timber plate dyna bolted to blockwall with 12 dia. bolts @ 900mm ctrs
18. Ex. 75 x 50mm timber framing 600mm max. ctrs bothways
19. Ex. 100 x 50mm timber framing 600mm max. ctrs bothways
20. 6mm PrimaFlex On Timber Framing, Boards To Be Painted As Per Architects Instructions
21. RPFL Superdek color - bond roof cladding over 450 double sided sisalation install as per manufacturers instruction. Over open walkway & deck shown hatched.
22. Color - bond flashing
23.
24.
535
Fin.
40
11 5
Fin. 16
TYPICAL CORNICE DETAILScale 1 : 1
14
26. Concrete column plastered & painted as per colour scheme, Refer structural drawing for column reinforcement.
25. Window / Panel as per schedule
BB
27. 12 dia. bolt
Ex. 100 x 50mm timber framing as required
100 x 50mm timber hangers @ 1200mm ctrs fixed to rafter/purlin & slab as required
FIJI FOOTBALL ASSOCIATION
LABASA.
PROPOSED GOAL IV PROJECT
VUNIMOLI ROAD
NOTES DATEREV.
TENDER ISSUE03.06.19
7 2363
1815
16
DETAIL 2A5SCALE 1 : 20
27
272424
7 6
25
13
18
19
15 14
14 20
17
DETAIL 3A5SCALE 1 : 20
216
11
10
4
20 14
3 12
600
13
26 9
8
DETAIL 4A5SCALE 1 : 20
DETAIL 7A6SCALE 1 : 20
76
12
13
18 1514
17
DETAIL 5A6SCALE 1 : 20
76
12
8 13
13
10
18
22 19
1514
17600
DETAIL 1A5SCALE 1 : 20
76
8
11
13
10
54
2014
31 2
6009
1225
PH.- 3400 287 , FAX. - 3400 185
ARCHITECTS,DESIGN CONSULTANTS,PROJECT MANAGERS,INTERIOR DESIGNERS
Email : [email protected]
26 MARA ROAD , P.O.BOX 16 , NAUSORI , FIJI ISLANDS
Copyright reserved in all drawings and thework excuted from them. Figured dimensionsshall be read in preferance. Largest scaleddrawings shall take precedence. Check alldimensions on site. All discrepancies shallbe reported to the ARCHITECT immediately. :
:
:
:SHEET TITLE DESIGN
DRAWN
DATE
SCALE
S . P
P.O.T/S.S.N
PROJECT NO.
SHEET NO.
REV.
PROJECTNOTES DATEREV.
AS SHOWN
DOOR & WINDOW SCHEDULE
A917-001
27.05.19
FIJI FOOTBALL ASSOCIATION
LABASA.
PROPOSED GOAL IV PROJECT
VUNIMOLI ROAD BB
NOTE :
LEGEND :
LOUVRE CARRIER :Palmair louvre carrier with black plastic clips
LC1
LOUVRE BLADES :
6.38mm x 102mm obscure glass blades with polished edges
L2
6.38mm x 102mm clear laminated glass blades with polished edges
L1
FRAME TYPE :FT1 100mm aluminium frame with powder
coated black finish, sample to be approved by Architect
A. Contractor to confirm all opening sizes on site prior to fabricating doors / windows
E. Provide malthoid d.p.c where timber comes in contact with concrete, d.p.c to be approved by Architect
Aluminium contractors to wrap all aluminium frames with plastic covering prior Installation on site
D.
G. IMPACT RESISTANCE
Timber member of 4kg mass with nominal on at 28m/s for horizontal trajectories and 7m/s for vertical trajectories.
The windows, doors and cladding shall be shown to be capable of resisting impact loading equivalent to:
i.
Alternatively shuttering capable of resisting the above mentioned impact shall be provided. The builder shall provide certified producer statements indicating the impact resistance of the glazing or shuttering.
H.
F. DESIGN WIND SPEEDThe regional wind speed (V500) for design of cladding and glazing shall be taken to be 70m/s or as required by Engineer. The builder shall provide a producer statement confirming glazing, mullions, transoms and the connections between each of these and to the structure shall be capable of resisting the design wind speed.
Aluminium contractor to provide shop drawing to Architect / Engineer for approval prior to fabrication
B.
Aluminium profile to be approved by Architect
C.
All toilets & shower windows to have obscure glass blades
K.
Number of blades on handle to be confirmed by Architect
J.
FIXED GLASS :Laminated clear glazingFG
SUPASCREEN SECURITY MESH :SS Supascreen security mesh 304 grade
fixed from outside using security screws @ 150mm ctrs
L. All doors to have 1.5 or 2 pairs stainless steel hinges per door leaf unless noted elsewhere
M.Allow for floor mounted rubber door stoppers to all doors. Stoppers to be selected by Architect
P. Raven weather strip to suit to all Exterior Doors
Q.Allow for a Master Key for the building
KEY :
13.8mm fixed laminated clearglazing glass
13.8
LEGEND :
N.All door lock finish to be satin chrome with selected door handles
TENDER ISSUE03.06.19
D6
900
2250
900 X
A12 FinishedFloor Level
900
D2 & D5
2200
900
ZA12
800
2200
900
D3 & D4
YA12
1000
2200
900
D1
800
100200
1200
200
6.38mm laminatedfixed glass
WA12
1200
W9
EQ.
(FT1, L1, LC1, SS)
1A12
2A12
EQ.
2200 13
bla
des
EQ.
1200
EQ.
2A12
2200
11 b
lade
s
W10(FT1, L1, LC1, SS)
DOOR REF. No
DOOR TYPE
DOOR FINISH
FRAME TYPE
FRAME FINISH
HARDWARE
Spray Paint Finish asapproved by Architect
Hollow Core Timber Door With 6mm Interior Ply From Bothsides painted as per Architects instruction
D2 & D5
Spray Paint Finish asapproved by Architect
D3 & D4
Fin. 37mm Timber Frame Fin. 37mm Timber Frame
Selected Lockwood Privacy Set, allow for door stopper & 1.5 pairs stainless steel hinges or Approved Equivalent
Spray Paint Finish asapproved by Architect
Spray Paint Finish asapproved by Architect
Hollow Core Timber Door With 6mm Exterior Ply From Bothsides painted as per Architects instruction
Selected Lockwood Entry Set, allow for door stopper & 1.5 pairs stainless steel hinges or Approved Equivalent
Spray Paint Finish asapproved by Architect
D6
Fin. 37mm Timber Frame
Selected Lockwood Entry Set, allow for door stopper & 2 pairs stainless steel hinges or Approved Equivalent
Spray Paint Finish asapproved by Architect
Solid Core Timber Door With 6mm Exterior Ply From Bothsides painted as per Architects instruction
Spray Paint Finish asapproved by Architect
D1
Fin. 37mm Timber Frame
Selected Lockwood Entry Set, allow for door stopper & 2 pairs stainless steel hinges or Approved Equivalent
Spray Paint Finish asapproved by Architect
Solid Core Timber Door With 6mm Exterior Ply From Bothsides, With 6.38 Laminated Clear Glass Insert As Shown
1800
500800500
1A12
2A12
4A12
2200 13
bla
des
13.8FG
W1, W2, W11 & W12(FT1, FG, L1, LC1, SS)
2200
5 bl
ades
W5 & W6
600
2A12
(FT1, L2, LC1, SS)
Palmair 102mm Galleries withStandard or Low Profile Handles
Height (mm)No W`strip
No. ofBlades
Height (mm)With W`strip
Blades Controlledin Banks FromSill Upwards
292381470
345678
10111213141516171819202122
559648737
915826
10041093118212711360144915381627171618051894
297386475564653742831920
10091098118712761365145415431632172118101889
1983 1988
9
3456784 54 64 74 86 78 68 78 88 548 648 748 846 786 88
FinishedFloor Level
500
2200 13
bla
des
2A12
W3, W4, W7 & W8(FT1, L1, LC1, SS)
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KEY NUMBER REFERENCE
5. 100mm Aluminium surrounded frame with powder coated black finish, sample to be approved by Architect
Palmair weather strip2.
Concrete Blockwall plastered & painted from bothsides as per Architects instruction
4.
1. 10G x 100mm Long stainless steel grade 316 screws fixed @ 250mm ctrs max. & 50mm away from corners
6. 6.38mm x 102 clear laminated / obscure glass blades with polished edges
9. Laminated clear glazing
3. Supascreen security mesh 304 grade fixed from outside using security screws @ 150mm ctrs
7. Aluminium - Sub Sill Flashing all around
8. Window Carrier Handle
10. Malthoid d.p.c between all direct contact of timber & concrete
11. Fin. 37mm thick timber door frame painted as per Architects instructions
12. Fin. 10mm timber clashing all around
13. Fin. 90 x 28mm timber door rails / stiles
14. 6mm Exterior / Interior ply lining from bothsides spray paint finish
15. Fin. 40 x 12mm stopper all around
16. Flexible grout where applicable
17. Tile where applicable
18. Concrete floor as per finishes plan
19. Selected 10 x 10mm Aluminium angle
20. Fin. 20 x 20mm beading
21. 6.38mm Laminated Clear Glazing with rubber gasket into 20 x 20mm beading
TENDER ISSUE03.06.19
INSIDEOUTSIDE
3A11
TYPICAL SECTIONSCALE 1:5
5
9
41
4
20
3
5
6
1
2
OUTSIDE
INSIDE
2A11
TYPICAL SECTIONSCALE 1:5
4
7
820INSIDEOUTSIDE
4A11
TYPICAL SECTIONSCALE 1:5
9
41
7
5
20
4
INSIDEOUTSIDE
2
6
5
14
420
1A11
TYPICAL SECTIONSCALE 1:5
3
INSIDE
5A11
TYPICAL SECTIONSCALE 1:5
4OUTSIDE
5
6 8 1
20
19
CONCRETE SLAB
18
50
18
XA11
TYPICAL SECTIONSCALE 1:5
OUTSIDEINSIDE
13
14
12
11
4
10
15 13
14
2020
16
14
12
125
13
YA11
TYPICAL SECTIONSCALE 1:5
OUTSIDE INSIDE
17
116 10
15
13 14
2020
16
12
ZA11
TYPICAL SECTIONSCALE 1:5
OUTSIDE
INSIDE
17
30
14
13
21
14
13
INSIDEOUTSIDE
WA11
TYPICAL SECTIONSCALE 1:5
21
20
20
KEY NUMBER REFERENCE
Concrete wall plastered & painted as per Architects instruction
3.
NOTE
B.Provide malthoid d.p.c where timber comes in contact with concrete, d.p.c to be approved by Architect
A.Contractor to confirm all opening sizes on site prior to fabricating doors
C.Allow for a Master Key for the building
1. 50 x 50mm G.I mesh welded to 40 x 40mm tubing framing to be spray painted as per Architects instruction
2. 40 x 40mm tubing framing bolted to concrete wall with 6 dia. dyna bolts @ 400mm ctrs
4. Greasing nipple
5. Fillet weld hinges to 6mm M.S plate
6. 20mm i.d x 4mm thick galvanised iron pipesleeve
7. 20mm dia. M.S pin welded to pipe at top & bottom
8. 6mm thick M.S plate bolted to conc. blockwall with 4-12 dia. dyna bolts & spray painted as per Architects instruction
9. RC beam refer structural drawing for size & reinforcement
GR
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des
ignh
ut@
conn
ect.c
om.fj
26 M
AR
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A11
27.0
5.19
17-0
01P
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FIJI
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ALL
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PRO
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D G
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VU
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ADB
B
TENDER ISSUE03.06.19
50 1009090
5050905040
280
160
180
ELEVATIONSCALE 1:5
PLANSCALE 1:5
12 16 12
80 40
TOWER BOLT DETAILSCALE 1:5
2A13
5010
050
4
5
6
7
5
8
5
STEEL HINGE DETAILSCALE 1:5
1A13
3
150
7510
075
250
STEEL PLATE PLANSCALE 1:5
30 3090
8
3
1
3 2
STEEL HINGE DETAILSCALE 1:5
ZA13
EQ.
Panel 1
2250
800
1200
EQ.
1450
YA13
ZA13
50 x 50mm G.I mesh welded to 40 x 40mm tubing frame to be spray painted as per Architects instructions.
1
2
50 x 50mm G.I mesh welded to 40 x 40mm tubing frame to be spray painted as per Architects instructions. Allow for 1.5 pairs steel hinges
EQ.
2250
G1
4010
4040
1040
5040
XA13
1A13
1
2A13
900
EQ.
FinishedFloor Level
800
1450
SECTION SCALE 1:25
YA13
1
1
3
2
2250
9
SECTION SCALE 1:25
XA13
1
2
2250
5040
1040
4040
1080
1
9