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S . P:PROJECT NO. 04-29
APR. 04DATE :
S . P:PROJECT NO.
01.06.19DATE :
APR. 04DATE : S.NDRAWN :
Phone : 3400 287 Fax : 3400 185 Mobile : 9990 626Email : designhut@connect.com.fj
26 MARA ROAD , P.O.BOX 16 , NAUSORI , FIJI ISLANDS
ARCHITECTS
DESIGN CONSULTANTS
PROJECT MANAGERS
INTERIOR DESIGNERS
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
FENCE SITEWORKS
*
01.0
6.19
BD - SW1
BD - SW3 *BD - SW4
*BD - SW6
BD - SW7**
17-001
FENCE ELEVATIONS
SITEWORKS PLAN SHOWING FENCE LAYOUT
FIJI FOOTBALL ASSOCIATION PROPOSED GOAL IV PROJECT VUNIMOLI ROAD, LABASA.NADI.
P
FENCE SECTION
BD - SW2 *ENLARGED FRONT FENCE PLAN & FENCE ELEVATION A
FENCING (BD)
TENDER ISSUE03.06.19
FENCE SECTION
SLIDING GATE DETAIL
*FENCE ELEVATIONS
BD - SW5
BD - E0 *FENCE ELECTRICAL PLAN
ELECTRICAL DRAWINGS
12
34
56
78
9
1011
1213
1415
1617
1819
2021
2223
2425
2627
2829
3031
3233
prin
ter
ph
oto
copi
er
TV
Ch
ang
e R
oo
m1
Ch
ang
e R
oo
m2
Shr.
Shr.
Shr.
Shr.
Shr.
Shr.
Shr.
Shr.
L'd
ryS
tora
ge
Ma
leDu
ct
Sh
r.
Cln
rs
Fe
ma
le
Do
me
tary
( 32
Be
ds
)
Lo
bb
y
Rec
epti
on
Fil
ing
Bo
ard
Ro
om
Gen
eral
Off
ice
Off
ice
F
Ma
le
Pa
ntr
y
Ute
nsi
lC
lng
Kit
chen
Din
ing
Hal
l
Wa
lkw
ay
Wa
lkw
ay
Wa
lkw
ay
Co
ach
1
Co
ach
2
Ensuite
Ensuite
Walkway
Wa
lkw
ay
TV
RL
= 3.9
00
RL
= 3
.80
0
RL = 3.800
RL
= 3
.85
0
RL
= 3
.80
0
D1
D2
D3
D4
D5
D6
D7
D8
D9 D
10D
11D
12D
13
D14
D15
D16
D17
D18
D19
D20
D21
D22
WD
1
D23
D24
D25
SD3SD
4D
26
D27
D28
D29
D30
D31
D32
D33
D34
D36
D35
D37
D38
SD1
SD2
W1
W2
W3
W4
W5
W6
W7
W8
W9
W10
W11
W12W13W14
W17
W16
W15
W18 W19 W20 W21 W22
W37
W23
W24
W25
W26
W27
W28
W29
W30
W31
W32
W33
W34
W35
W36
W38
W39
RL
= 3.9
00
RL
= 3.9
00
RL
= 3.9
00
RL
= 3.9
00
RL
= 3.9
00
RL
= 3.9
00
RL
= 3.9
00
RL
= 3.9
00
RL = 3.800
RL
= 3
.75
0
Col
dB
ath
dp
dp
tv
dp
Bed
room
2
Wc
Shr
tv
Clo
the
s L
ine
dp
dp
Pan
el 1
IC
IC
IC
IC
ICICIC
IC
IC
IC
IC
IC
ICIC
ICIC
ICIC
IC
IC
IC ICICIC
IC
IC
IC
7 965
BD
RY LIN
E
92 55
2 BOUNDARY L
INE
112 8
49 B
OUNDARY LIN
E
91 667 BOUNDARY LINE
100 056 BOUNDARY LINE
87 765 BOUNDARY LINE
177 683 BOUNDARY LINE
148 112 BOUNDARY LINE
48 800 BOUNDARY LINE
98 426 BOUNDARY LINE
FENCE ELEVATION - H
FENCE ELEVATION - G
FENCE
ELEVATION - E
FENCE E
LEVATIO
N - D
FENCE ELEVATION - B
ELEV
ATI
ON
- A
FENCEELEVATION - C
FENC
E
ELEVATIO
N - F
FEN
CE
Lot 1M 11844a 0r 9p
Lot 1M 12374a 3r 16p
Vehicular crossing to councils standard
Allow to fill existing open drains
PH
.- 34
00 2
87 ,
FAX
. - 3
400
185
AR
CH
ITE
CTS
,DE
SIG
N C
ON
SU
LTA
NTS
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,INTE
RIO
R D
ES
IGN
ER
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Em
ail :
des
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ut@
conn
ect.c
om.fj
26 M
AR
A R
OA
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P.O
.BO
X 1
6 , N
AU
SO
RI ,
FIJ
I IS
LAN
DS
Cop
yrig
ht r
eser
ved
in a
ll d
raw
ings
and
the
wor
k ex
cute
d fro
m th
em.
Figu
red
dim
ensi
ons
shal
l be
read
in
pre
fera
nce.
La
rges
t sc
aled
draw
ings
sha
ll ta
ke p
rece
denc
e.
Che
ck a
lldi
men
sion
s o
n s
ite.
All
disc
repa
ncie
s s
hall
be re
porte
d to
the
AR
CH
ITE
CT
imm
edia
tely
.::::
SH
EE
T TI
TLE
DE
SIG
N
DR
AW
N
DA
TE
SC
ALE
S .
P
S.C
/S.A
.G
PR
OJE
CT
NO
.
SH
EE
T N
O.
RE
V.
PR
OJE
CT
AS
SH
OW
N
SITE
WO
RK
S PL
AN
SH
OW
ING
FEN
CE
LAYO
UT
SW1
17-0
01FI
JI F
OO
TBA
LL A
SSO
CIA
TIO
N
LABA
SA.
PRO
POSE
D G
OA
L IV
PR
OJE
CT
VU
NIM
OLI
RO
AD27
.05.
19
SITEWORKS PLANSCALE 1:1000
Driveway
RL = 5.600
RL = 5.600
RL = 5.600
RL = 5.600
Batter Slope, Refer Sheet A1 for details
TENDER ISSUE03.06.19
GROUND #1.PROPOSED FOOTBALL PITCH
FUTURE FOOTBALL PITCH
GROUND #2.
BD
Allow to fill existing open drains
Fence to be 50mm setback from boundary line
Fence to be 50mm setback from boundary line
Fence to be 50mm setback from boundary line
Fence to be 50mm setback from boundary line
Refer sheet BC - SW1 for enlarged driveway plan & detail
NOTE:
D Provide 100mm wide 2 pack paint to top ofslab for carpark marking and direction arrow
C Contractor to fill planter with garden soil allplanting to be done by others
B Confirm all dimensions on site prior toconstruction
Check all boundary pegs prior to constructionA Refer Hydraulics drawing for enlarge drainage plans
EConcrete plinth for water Tank, exact plinth size to be confirmed on site, allow for soft broom finish
Water Tank
Allow to discharge all storm water to nearest roadside drain
3.340
3.410
3.470
3.060
140° 04' 00"ACCESS ROAD
Cloth
es L
ine
dp
Panel
1
6100
Boundary Line
fence to be 50mm setbackfrom boundary line
A
sliding gate asper detail
SG1
Boundary Line
300
300
2550
1168
0
2624
300
200
Entry
/ Exit
Lawn(RL = 5.600)
Driveway - Ramp Up
(RL = 3.410)
6m Building Line
3m Building Line
ENLARGED FRONT FENCE PLAN& FENCE ELEVATIONS A
PH.- 3400 287 , FAX. - 3400 185
ARCHITECTS,DESIGN CONSULTANTS,PROJECT MANAGERS,INTERIOR DESIGNERS
Email : designhut@connect.com.fj
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
SW231.05.19
NOTES DATEREV.
S.A.G/K.K.M
17-001FIJI FOOTBALL ASSOCIATION
LABASA.
PROPOSED GOAL IV PROJECT
VUNIMOLI ROAD
TENDER ISSUE03.06.19
BD
1SW5
1SW5
1SW5
2200
FENCE ELEVATION - ASCALE 1:75
SG1
1800
400
150mm concrete blockwall plasteredand painted from bothsides as perArchitects instruction
150mm concrete blockwall plasteredand painted from bothsides as perArchitects instruction
sliding gate asper detail
3200
1000
3200
1000
150mm concrete blockwall plasteredand painted from bothsides as perArchitects instruction
PART OF ENLARGED FENCE PLANSCALE 1:100
400
300 6100 300 11680
400 x 200mm concrete column plasteredand painted from allsides as perArchitects instruction
300 x 300mm concrete column plasteredand painted from allsides as perArchitects instruction
2200
NOTE:
2. ALL INTERMEDIATE POSTS & BRACING TO BE 50 DIA. GALVANISED "C" GRADE
3. ALL CORNER POSTS TO BE 75 DIA. GALVANISED "C" GRADE PIPES
1. ALL STEEL WORKS TO BE PAINTEDWITH RUST GUARD & 2 COATS OFFINISHING AS PER ARCHITECTSINSTRUCTION
3190
4155
4155
FENCE ELEVATION - BSCALE 1:200
6670 57605 6783041
55
4155
4155
4155
FENCE ELEVATION - CSCALE 1:200
FENCE ELEVATION - DSCALE 1:200
FENCE ELEVATION - ESCALE 1:200
50dia post spaced at 2.4m max 50dia post spaced at 2.4m max
50dia post spaced at 2.4m max48800
50dia post spaced at 2.4m max205365
FENCE ELEVATIONS
PH.- 3400 287 , FAX. - 3400 185
ARCHITECTS,DESIGN CONSULTANTS,PROJECT MANAGERS,INTERIOR DESIGNERS
Email : designhut@connect.com.fj
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
SW303.06.19
NOTES DATEREV. 17-001
M.N.N/A.U.PFIJI FOOTBALL ASSOCIATION
LABASA.
PROPOSED GOAL IV PROJECT
VUNIMOLI ROAD
NOTE:
C All steel works to be painted with rust guardand 2 coats of finishing as per Architectsinstruction
B Confirm all dimensions on site prior toconstruction
Check all boundary pegs prior to constructionA
KEY NUMBER REFERENCE:
50dia post spaced at 2.4m max91665
4155
50dia post spaced at 2.4m max7965
FENCE ELEVATION - FSCALE 1:200
Bou
ndar
y Li
ne
Bou
ndar
y Li
ne
Bou
ndar
y Li
ne
Bou
ndar
y Li
ne
Bou
ndar
y Li
ne
Bou
ndar
y Li
ne
Bou
ndar
y Li
ne
Bou
ndar
y Li
ne
Bou
ndar
y Li
ne
Bou
ndar
y Li
ne
3
5 4
8
66
4SW6
4SW6
4SW6
4SW6
4SW6
4SW6
200mm concrete blockwall plastered andpainted from bothsides as per Architectsinstruction
1
2 150mm concrete blockwall plastered andpainted from bothsides as per Architectsinstruction
3 1800 wide chain link mesh on 3 strands #8 wire
4 50 dia. galv. pipe post at 2.4m max.ctrs
5 50 dia. galv. pipe bracing
6 75 dia. galv. corner pipe post
Ground line inside boundary7
Ground line outside boundary8
TENDER ISSUE03.06.19
BD
1
4 57
8
6
32
5 4 663
1 8
88 3 3
5 46 65
8 8 83 3 3 3
5 5 54 4 4 66
3333
5 4
8 8 8
6 65 44 5
1SW5
4SW6
3SW6
4155
4155
FENCE ELEVATION - GSCALE 1:200
FENCE ELEVATIONS
PH.- 3400 287 , FAX. - 3400 185
ARCHITECTS,DESIGN CONSULTANTS,PROJECT MANAGERS,INTERIOR DESIGNERS
Email : designhut@connect.com.fj
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
03.06.19
NOTES DATEREV. 17-001
M.N.N/A.U.PFIJI FOOTBALL ASSOCIATION
LABASA.
PROPOSED GOAL IV PROJECT
VUNIMOLI ROAD
4155
50dia post spaced at 2.4m max
4155
4155
50dia post spaced at 2.4m max
FENCE ELEVATION - H (Continue)SCALE 1:200
Join
t lin
e
Join
t lin
e
FENCE ELEVATION - H (Continue)SCALE 1:200
50dia post spaced at 2.4m max43825 8835
Bou
ndar
y Li
ne
Bou
ndar
y Li
ne
Bou
ndar
y Li
ne
Bou
ndar
y Li
ne
4356
1
3 6545
2 1 1
7 7
8 8
1
436 3 65 5 535 4 34
2 2 2 2 28 88
7 7
6 3 654
2
3545 345 3
2 2 2 2 28 88
7 77
3SW6
3SW6
4SW6
4SW6
111335
100055
4SW6
4SW6
NOTE:
C All steel works to be painted with rust guardand 2 coats of finishing as per Architectsinstruction
B Confirm all dimensions on site prior toconstruction
Check all boundary pegs prior to constructionA
KEY NUMBER REFERENCE:200mm concrete blockwall plastered andpainted from bothsides as per Architectsinstruction
1
2 150mm concrete blockwall plastered andpainted from bothsides as per Architectsinstruction
3 1800 wide chain link mesh on 3 strands #8 wire
4 50 dia. galv. pipe post at 2.4m max.ctrs
5 50 dia. galv. pipe bracing
6 75 dia. galv. corner pipe post
Ground line inside boundary7
Ground line outside boundary8 TENDER ISSUE03.06.19
SW4BD
1SW5
TENDER ISSUES03.06.19
FENCE SECTIONS
PH.- 3400 287 , FAX. - 3400 185
ARCHITECTS,DESIGN CONSULTANTS,PROJECT MANAGERS,INTERIOR DESIGNERS
Email : designhut@connect.com.fj
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
SW531.05.19
NOTES DATEREV.
S.L / D.C
17-001FIJI FOOTBALL ASSOCIATION
LABASA.
PROPOSED GOAL IV PROJECTVUNIMOLI ROAD BD
NOTE:ALL BLOCKWORK TOBE FULLY GROUTED
30
200 1200
250
1800
500
1000
FENCE SECTIONSCALE 1:20
1SW2
300
HD12 Ø horiz. barsin bond blocks atevery 2nd course
200mm thick solid blockwall plastered & painted bothsides
100 dia. novaflo pipe in300 x 300 clean gravelsurround wrapped inA12 BIDIM geotextilefabric, discharge tonearest drain
300 wide (min) free-draining clean rivergravel fill
BIDIM A14 geotextilelapped & sawn
75
HD10 Ø bars at150mm ctrs
HD12Ø bars at175mm ctrs
1-HD16Ø bar
HD16 dia verticalbars at 200 ctrs
NOTE: Fill in all cavatiesfor 200mm concreteblockwall
400
HD16 dia verticalbars at 400 ctrs
2-HD12Ø bar @ 200 ctrs
Provide 2 coats of XYPEX waterproofingwith 12mm plaster prior to backfillingof retaining wall
30
200 1200
250
500
1000
FENCE SECTIONSCALE 1:20
2SW1
300
HD12 Ø horiz. barsin bond blocks atevery 2nd course
200mm thick solid blockwall plastered & painted bothsides
100 dia. novaflo pipe in300 x 300 clean gravelsurround wrapped inA12 BIDIM geotextilefabric, discharge tonearest drain
300 wide (min) free-draining clean rivergravel fill
BIDIM A14 geotextilelapped & sawn
75
HD10 Ø bars at150mm ctrs
HD12Ø bars at175mm ctrs
1-HD16Ø bar
HD16 dia verticalbars at 200 ctrs
NOTE: Fill in all cavatiesfor 200mm concreteblockwall
400
HD16 dia verticalbars at 400 ctrs
2-HD12Ø bar @ 200 ctrs
Provide 2 coats of XYPEX waterproofing with 12mm plaster prior to backfilling of retaining wall.
150 micron visqueen DPCor approved equivalentwater-proof membraneon 50mm sand blindingand 100mm hardcore fill
Concrete driveway withsoft broom finish
150
600
1800
Well compacted fillin 200mm layers.
Boun
dary
Lin
e
Bui
ldin
g Li
ne
2 layers 665 mesh
Driveway - Ramp
NEW GL.RL = 5.600
GL. RL = 3.410
NEW GL.RL = 5.600
GL. RL = 3.410
PH
.- 34
00 2
87 ,
FAX
. - 3
400
185
AR
CH
ITE
CTS
,DE
SIG
N C
ON
SU
LTA
NTS
,PR
OJE
CT
MA
NA
GE
RS
,INTE
RIO
R D
ES
IGN
ER
S
Em
ail :
des
ignh
ut@
conn
ect.c
om.fj
26 M
AR
A R
OA
D ,
P.O
.BO
X 1
6 , N
AU
SO
RI ,
FIJ
I IS
LAN
DS
Cop
yrig
ht r
eser
ved
in a
ll d
raw
ings
and
the
wor
k ex
cute
d fro
m th
em.
Figu
red
dim
ensi
ons
shal
l be
read
in
pre
fera
nce.
La
rges
t sc
aled
draw
ings
sha
ll ta
ke p
rece
denc
e.
Che
ck a
lldi
men
sion
s o
n s
ite.
All
disc
repa
ncie
s s
hall
be re
porte
d to
the
AR
CH
ITE
CT
imm
edia
tely
.::::
SH
EE
T TI
TLE
DE
SIG
N
DR
AW
N
DA
TE
SC
ALE
S .
P
K.K
.M./A
.V
PR
OJE
CT
NO
.
SH
EE
T N
O.
RE
V.
PR
OJE
CT
AS
SH
OW
N
SW6
01.0
6.19
18-0
20FE
NC
E SE
CTI
ON
S
TENDER ISSUE03.06.19
FIJI
FO
OTB
ALL
ASS
OC
IATI
ON
LABA
SA.
PRO
POSE
D G
OA
L IV
PR
OJE
CT
VU
NIM
OLI
RO
ADB
D
400
3 - 12 dia bars 10 dia ties @200 ctrs
200
400
min
.
ground level
150mm blockwallplastered & paintedfrom bothsides
55
P.V.C capping
50 dia. 'C' grade galv. pipe post at 2.4m max. ctrs
1800
50 dia. 'C' grade galv. pipe top rail
3600mm high galv. chain link
1800
Allow to wrap 3.15 dia galv. binding wire continously to tie chain link mesh with top rail pipe
100
400
GL.
200 1200
250
1800
500
1800
GL.
FENCE SECTIONSCALE 1:20
3SW3
300
HD12 Ø horiz. barsin bond blocks atevery 2nd course
100 dia. novaflo pipe in300 x 300 clean gravelsurround wrapped inA12 BIDIM geotextilefabric, discharge tonearest drain
300 wide (min) free-draining clean rivergravel fill
BIDIM A14 geotextilelapped & sawn
75
HD10 Ø bars at150mm ctrs
HD12Ø bars at175mm ctrs
400
HD16 dia verticalbars at 400 ctrs
2-HD12Ø bar @ 200 ctrs
Provide 2 coats of XYPEX waterproofing with 12mm plaster prior to backfillingof retaining wall
50m
m b
dry
set b
ack P.V.C capping
200mm blockwallplastered & paintedfrom outside
1800mm high galv. chain link
2550
2 row No. 8 wire
1 - 16 dia bar inbond beam
50 dia. 'C' grade galv. pipe bottom rail
2 row No. 8 wire
Allow to wrap 3.15 dia galv. binding wire continously to tie chain link mesh with bottom rail pipe
HD16 dia verticalbars at 400 ctrs
2 row No. 8 wire
100
55
Allow to wrap 3.15 dia galv. binding wire continously to tie chain link mesh with bottom rail pipe
NOTE: Allow to fill all cavatiesin concrete blockwall
Allow to wrap 3.15 dia galv. binding wire continously to tie chain link mesh with top rail pipe
50m
m b
dry
set b
ack
1-HD16Ø bar
50 dia. 'C' grade galv. pipe bottom rail
50 dia. 'C' grade galv. pipe top rail
50 dia. 'C' grade galv. pipe post at 2.4m max. ctrs
FENCE SECTIONSCALE 1:20
4SW3
3600mm high galv. chain link
500 X 500
600
50 dia. C grade galv. pipe post
Mass conc.
Fish tailed end
TYP. PIPE POST DETAILSCALE 1:10
400
200
2-D16 bars R10 ties @ 200mm ctrs
400 x 200mm concrete block column plastered and painted from bothsides as per Architects instruction
TYP. 400 x 200 BLOCK COLUMN SECTIONSCALE 1:10
NOTE: KEY NUMBER REFERENCE:5 Selected adjustable rubber rollers bolted to
plate as shown
7 65 x 65 x 2.5mm Gal. tube frame
8 75 x 75mm angle welded to D10 dia bar @300mm ctrs
9 4 - D12 dia bars D10 dia ties @ 200mm ctrs
10 D10 dia bars welded to angle @ 300mm ctrs
6 Selected 'V' slotted roller
16 dia solid bars @ 100mm ctrs welded togate frame, allow to paint as per Architectsinstruction
1
2 3mm thick stainless steel bracket to suite gateheight
3 Concrete column, refer detail for reinf.
4 3mm thick galv. 'L' angle plate bracket dynabolted to concrete wall with 2 - 16 dia dynabolts
11 2 layer 665 mesh
12 Gate motor as per Services EngineersDrawings, installed as per ManufacturersSpec.
Confirm all dimensions on site prior toconstruction
A
B All steel works to be painted with rustguard and 2 coats of finishing as perArchitects instruction
SLIDING GATE DETAILS
PH.- 3400 287 , FAX. - 3400 185
ARCHITECTS,DESIGN CONSULTANTS,PROJECT MANAGERS,INTERIOR DESIGNERS
Email : designhut@connect.com.fj
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
SW731.05.19
NOTES DATEREV.
S.A.G / D.C
17-001FIJI FOOTBALL ASSOCIATION
LABASA.
PROPOSED GOAL IV PROJECTVUNIMOLI ROAD BD
TENDER ISSUE03.06.19
REFER ENLARGEDDETAIL - 1
33
6100 - Gate Opening
7100 - Gate Length
1000
SG1 12
7
SLIDING GATE PLANSCALE 1:25
6100 - Gate Opening
7100 - Gate Length
1000(S
tain
less
Ste
el B
rack
et T
o Su
ite G
ate
Hei
ght)
2150
100 100100 100 100
SLIDING GATE ELEVATIONSCALE 1:25
SG1
67
1
3
1SW7
4
OUTSIDE
INSIDE2
7
60 30
110 2
25
ENLARGED DETAIL - 1
SECTION N.T.S
1SW7
Driveway
6530
100
220
150
200
4
5
7
1
7
1
7
6
8
11
10 9
OUTSIDEINSIDE
3
3
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