T H E G R O V E
[email protected] | 087 350 4310 | Scha�l Road, Chintsa, Eastern Cape Coast
Experience the security and peace of mind that our Premier Estate has to o�er. Discover a sense of freedom with units that provide tranquil surroundings and sea views. Suited to a range of homeowners, from families to
young professionals and retirees.
R2.8 MILLIONFROM
STARTING AT 270 SQUARE METERS
Experience the benifits of fresh air and outdoor lifestyle
Seven Units available with con�guration of three or four bedrooms. Environmentally-friendly House Designs. Open-plan Living with double volume lounge option, plenty of natural light and increasedair�ow throughout.
T H E G R O V E | O L I V E W O O D E S TAT E
[email protected] | 087 350 4310 | Scha�l Road, Chintsa, Eastern Cape Coast
S I T E P L A N
EXIS
TIN
G S
EWER
MAI
NS
1721
1722
1723
1724
1685
TELKOM
v
FH
EXISTING SEWER MAINS
EXISTING SEWER MAINS
EXIS
TING
ELEC
TRIC
AL
EXIS
TING
WAT
ERMAI
N
EXIS
TING
TELK
OM
93 000mm
86 000mm
87 000mm
88 000mm
89 000mm
90 000mm
91 000mm
92 000mm
94 000mm
95 000mm
96 000mm
97 000mm
88 000mm
87 000mm
86 000mm
89 000mm
90 000mm
91 000mm
92 000mm
93 000mm
94 000mm
95 000mm
96 000mm
97 000mm
98 000mm
79 601
DISTANCE
GROUND LEVEL
DEPTHINVERT LEVEL
GRADIENT
NGL
DISTANCE
GROUND LEVEL
DEPTHINVERT LEVEL
GRADIENT
2720
GROUND FLOOR LEVEL 10000
FIRST FLOOR LEVEL 12 720
GROUND FLOOR LEVEL 10000
FIRST FLOOR LEVEL 12 720
NGL110mm PVC drainage pipe to fall 1:60 minand 1:10 max all in accordance with the
SANS 10400 - Part P
IE1 IE2
9492094470
450
1:288266 15634 1034
IE3 IE4
DR
AIN
AGE
CO
N.
re
Connection as per civilengineer's drawings andspecifications
1:28 1:28 1:28
9490694425
481
9482094125
695
9444593558
887
94420934201000
rere
showerwc whb
ss1
shower
wc whbbath
whb
110vp
wc whb
ss2
bath
1253 156341:28
110mm PVC drainage pipe to fall1:60 min and 1:10 max all in
accordance with the SANS 10400- Part P
DISTANCE
GROUND LEVEL
DEPTHINVERT LEVEL
GRADIENT
NGL
DISTANCE
GROUND LEVEL
DEPTHINVERT LEVEL
GRADIENT
GROUND FLOOR LEVEL 10000 GROUND FLOOR LEVEL 10000
NGL
IE6
9477394323
450
IE5
DR
AIN
AGE
CO
N.
re
Connection as per civilengineer's drawings andspecifications
94420934201000
17711
9451993730
789
re
4857
IE4
re gully
SinkDWWM PrepTrough
re
110mm PVC drainage pipe to fall 1:60min and 1:10 max all in accordancewith the SANS 10400 - Part P
1:2810341:28
9444593558
887
1:281:2817711
110mm PVC drainage pipe to fall 1:60min and 1:10 max all in accordancewith the SANS 10400 - Part P
ERF 2919
All dimensions are given in millimeters, unless otherwise specified.All dimensions to be checked on site before constructioncommences. Contractors to adhere to all local authority'sregulations and requirements. Contractors to be a suitably qualifiedand registered participant in the construction industry as required byConstruction Regulation 2014. Drawings to be read in conjunctionwith the clients OHS (Occupational Health and Safety) file.All work to be done in accordance with the National BuildingRegulations SANS 10400. Before this drawing is priced it is thecontractor's responsibility to ensure he is familiar with the site. Alltrade names quoted may only be substituted by similar, subject toarchitect's approval. All materials to be installed in strictaccordance with manufacturer's specifications. All conduit work tobe SABS approved quality. All light fittings is to be fitted to complywith the relevant code of practice as specified in SANS 10400:Part O. All new work to be made good with existing. This drawingis not to be scaled. All dimensions not to be scaled from drawingsand heights to be checked on site. Any discrepancies shall bereported to the designer immediately. Top of foundations to be aminimum of 150mm below finished ground level. Minimum 100mmthick concrete surface bed as per Engineers drawings to be on"gunplas" ubs green damp proof membrane on 50mm sandblinding layer on well compacted fill. SABS Approved "gundle"375 mic. dpc under all walls, window cills and at changes in floorlevel. These architectural drawings to be read in conjunction withengineers and consultants drawings where applicable. All buildingwork to be carried out in accordance with the national buildingregulations. The contractor is responsible for all site visits by localinspectors and pay all fees in connection therewith. All drainagework to be carried out in accordance with the national buildingregulations. All roof measurements to be taken on site by roofspecialist prior to roof construction. All tile layouts to be confirmedwith architect prior to commencement of tiling. Any discrepanciesmust be clarified by the architect prior to commencement of work.Levels shown are relative to a benchmark at 100.00 msl of newfloor level. Msl is not the actual level but a benchmark to baseother heights of the building shown on the drawings. Contractor tokeep a full set of latest issued drawings on site. Contractor isresponsible for the correct setting out of the building on site withreference to the building line and boundaries. Contractor to takeresponsibility for all health and safety measures on site.
GENERAL NOTES:
COPYRIGHT:This drawing is subject to copyright, and may not be reproduced inwhole or part in any matter whatsoever without written permissionfrom DMV Architecture.
ERF NO:
EXISTING AREA:
NEW AREA:
TOTAL AREA:
NEW GARAGES
NEW BATHROOMS:
ERF AREA
EX. COVERAGE
NEW COVERAGE
AGE OF BUILDING
Unit 61 Bridge Street
ARCHITECT SIGNATURE
...................................
South End6001
TEL: 041 581 1590
FAX: 086 547 5423
MUNICIPAL INFORMATION:
0 sqm
294 sqm
294 sqm
2
3
NEW
TOTAL COVERAGE
PROJECT TITLE:
DRAWING TITLE:
CLIENT SIGNATUREFOR OLIVEWOOD TRADE & INVEST 23 (PTY) LTD
................................
SHEET NO.
7249 sqm
MUNICIPAL SUBMISSIONS
243 sqm - 3.4%
243 sqm - 3.4%
0 sqm 0.0%
POOL NO
BOUNDARY WALLS 0 M
SHEET SIZE
REVISIONS:
UNIT 1
UNIT 2
SITE PLANSCALE: 1:250 No
rthS
w E
reie1
ie2
DRAINAGE SECTION A - ASCALE: 1:100
DRAINAGE SECTION B - BSCALE: 1:100
Sewe
r ret
iculat
ion an
d co
nnec
tions
as p
er ci
vil
engin
eer's
dra
wing
s and
spec
ificat
ions
Exposedaggregate
Exposedaggregate
3000mm BUILDING LINES
79 601mm BOUNDARY LINE
47 5
04m
m B
OUND
ARY
LINE
27 7
45m
m B
OUND
ARY
LINE
23 3
57m
m B
OUND
ARY
LINE
40 5
02m
m B
OUNDA
RY L
INE
3000
mm
BUI
LDIN
G LI
NES
3000
mm
BUI
LDIN
G LIN
ES
44 584mm BOUNDARY LINE
44 584mm BOUNDARY LINE
9 728mm
BOUNDARY LINE
3000mm BUILDING LINES
3000mm BUILDING LINES
3000
mm
BU
ILD
ING
LIN
ES
8 827
mm
BOUNDARY LINE
12 5
05m
m B
OU
ND
ARY
LIN
E
33 5
43m
m B
OU
ND
ARY
LIN
E
18 545mmBOUNDARYLINE
9 89
8mm
BOUN
DARY
LIN
E
46 36
3mm B
OUNDARY
LINE
3000
mm BUILD
ING LI
NES
LEGEND
WATER 110 dia.
ELECT 2 X 110
TELKOM 2 X 110
B
C
D
E
G
H
I
J
K
L
M
N
A
B
C
D
E
F
G
HIJ
K
L
M
N
79601
4750
5
2774
5
2335
7
4050
2
44584
40529
9728
8827
1250
5
3354
3
1854
5
9898
4636
3
Gard
en a
s per
lands
cape
r
SET-OUT DRAWINGSCALE: 1:1000
Drain.Con.
All layerworks
and
paving as p
er Civil
Engineer's drawings
and specifi
cations
Gard
en a
s per
lands
cape
r
Gard
en a
s per
lands
cape
r
Gard
en a
s per
lands
cape
r
101
A1
SAIA - EASTERN CAPEA REGION OF THESOUTH AFRICAN INSTITUTE OF ARCHITECTS
OLIVEWOOD TRADE & INVEST 23(PTY) LTD3 BEDROOM CLUSTER UNITUNIT No. 1ERF 2919CHINTSA EAST
DRAINAGE SEWER
45201
34960
5490
6684
38778
11983
ie3
re
re ie4
ie5
ie6
troughwm dwsink
prep
gul.
ss2
110v
pss1
bath sh
wc
wcwh
b
whb
GENERAL NOTES
FINAL LEVELS TO BE DETERMINEDON SITE
SITE LEVELS
Reg no. PrArch 21014
CELL: 083 295 3601
email: [email protected]
REVISION NO.
DRAWING NO.
DRAWN BY:
PRINT DATE:
CHECKED BY:
12 July 2018
DMV / NF
20180703_OLIVEWOOD_MS09
0
DMP
17 - Olivewood Cluster_Unit 1PROJECT NO.
re
re
All layerworks
and
paving as p
er Civil
Engineer's drawings
and specifi
cations
All la
yerw
orks
and
pavin
g as p
er C
ivil
Engin
eer's
draw
ings
and s
pecif
icatio
ns
All la
yerw
orks
and
pavin
g as
per
Civi
l
Engi
neer
's dr
awin
gs
and
spec
ificat
ions
All la
yerw
orks
and
pavin
g as
per
Civi
l
Engi
neer
's dr
awin
gs
and
spec
ificat
ions
TELK
OM lin
e
TELK
OM lin
e
TELK
OM lin
e
POWER lin
e
POWER
line
WATER
line
WAT
ER lin
e
WAT
ER lin
e
POW
ER lin
e
[email protected] | 087 350 4310 | Scha�l Road, Chintsa, Eastern Cape Coast
G R O U N D F L O O R P L A N S
T H E G R O V E | O L I V E W O O D E S TAT E
850m
m x
900
mm
425m
m x
900m
m25
40m
m x
900
mm
425m
m x
254
0mm
425m
m x
900m
m
850m
m x
900
mm
2460mm x 5368mm
ERF 2919
All dimensions are given in millimeters, unless otherwise specified.All dimensions to be checked on site before constructioncommences. Contractors to adhere to all local authority'sregulations and requirements. Contractors to be a suitably qualifiedand registered participant in the construction industry as required byConstruction Regulation 2014. Drawings to be read in conjunctionwith the clients OHS (Occupational Health and Safety) file.All work to be done in accordance with the National BuildingRegulations SANS 10400. Before this drawing is priced it is thecontractor's responsibility to ensure he is familiar with the site. Alltrade names quoted may only be substituted by similar, subject toarchitect's approval. All materials to be installed in strictaccordance with manufacturer's specifications. All conduit work tobe SABS approved quality. All light fittings is to be fitted to complywith the relevant code of practice as specified in SANS 10400:Part O. All new work to be made good with existing. This drawingis not to be scaled. All dimensions not to be scaled from drawingsand heights to be checked on site. Any discrepancies shall bereported to the designer immediately. Top of foundations to be aminimum of 150mm below finished ground level. Minimum 100mmthick concrete surface bed as per Engineers drawings to be on"gunplas" ubs green damp proof membrane on 50mm sandblinding layer on well compacted fill. SABS Approved "gundle"375 mic. dpc under all walls, window cills and at changes in floorlevel. These architectural drawings to be read in conjunction withengineers and consultants drawings where applicable. All buildingwork to be carried out in accordance with the national buildingregulations. The contractor is responsible for all site visits by localinspectors and pay all fees in connection therewith. All drainagework to be carried out in accordance with the national buildingregulations. All roof measurements to be taken on site by roofspecialist prior to roof construction. All tile layouts to be confirmedwith architect prior to commencement of tiling. Any discrepanciesmust be clarified by the architect prior to commencement of work.Levels shown are relative to a benchmark at 100.00 msl of newfloor level. Msl is not the actual level but a benchmark to baseother heights of the building shown on the drawings. Contractor tokeep a full set of latest issued drawings on site. Contractor isresponsible for the correct setting out of the building on site withreference to the building line and boundaries. Contractor to takeresponsibility for all health and safety measures on site.
GENERAL NOTES:
COPYRIGHT:This drawing is subject to copyright, and may not be reproduced inwhole or part in any matter whatsoever without written permissionfrom DMV Architecture.
ERF NO:
EXISTING AREA:
NEW AREA:
TOTAL AREA:
NEW GARAGES
NEW BATHROOMS:
ERF AREA
EX. COVERAGE
NEW COVERAGE
AGE OF BUILDING
MUNICIPAL INFORMATION:
0 sqm
294 sqm
294 sqm
2
3
NEW
TOTAL COVERAGE
PROJECT TITLE:
DRAWING TITLE:
CLIENT SIGNATUREFOR OLIVEWOOD TRADE & INVEST 23 (PTY) LTD
................................
SHEET NO.
7249 sqm
MUNICIPAL SUBMISSIONS
243 sqm - 3.4%
243 sqm - 3.4%
0 sqm 0.0%
POOL NO
BOUNDARY WALLS 0 M
SHEET SIZE
REVISIONS:
NOTE: All plugpoints, lightfittings and cupboards to be demarcated on site and approved byclient/architect prior to installation.
GROUND FLOOR PLANSSCALE: 1:50
Kwikot Kwiksol indirect pump circulation split solar water heating system with two 2000 x 1000 x80mm high flat solar panel collectors (code: SOL-PANEL-2B), system to include 300 LitreSOL-300-IND round solar water heater complying with SANS 1307:2007, overall size 600mmdiameter x 1935mm long with 22mm copper pipe and operating at 400kPa with 400kPa KwikotMulti pressure control and expansion relief valve (Code: KHN3.214), 100KPa expansion reliefvalve, 20mm draincock and 22mm insulated pipe work including two Kwikot vacuum breakers(Code: KHN4.200CX) installed on hot and cold water supply, including all necessary brackets,Glycol, lagging, thermostatic mixing valve, 12V circulating pump, 12V PV panel and polyethylenedrip tray. Geyser to be installed horizontally in roof space with polyethylene drip tray with union andback nut connected to 40mm PVC overflow pipe taken out at eaves, all in accordance with SANS10254:2004 and SANS 10106:2006, connected to single phase electrical power supply withisolator 1m away from connection on geyser.
GENERAL NOTESSOLAR GEYSER SYSTEM 1
THE UFFL OF 10 000 IS A GUIDELINE FOR ALL UNITS AND DOES NOT REFER TO THEACTUAL LEVELS ON-SITE.
SITE LEVELS
102
A1
SAFLOK 410 colorplus roof sheeting (colour asper finishing document) @ 13° roof angle
175mm x 75mm x 20mm x 3mm galvanisedsteel cold-rolled lipped channels on SisalationFR405
25
175mm x 75mm x 20mm x 3mm galvanisedsteel cold-rolled lipped channels
135mm ISOVER Aerolite insulation in betweengalvanised steel lipped channel
38mm x 38mm SA pine timberbrandering
Ceiling to be 6.4mm skimmed Gypsum ceilingboards fixed to 38x38mm brandering byspecialistW8
1WINDOW AS PER WINDOW SCHEDULE
Shadow-line aluminium edge trim by specialist
DETAIL 1 / ROOF AND WINDOW JUNCTIONSCALE: 1:10
PLUGS, LIGHTS, CUPBOARDS
Unit 61 Bridge Street
ARCHITECT SIGNATURE
...................................
South End6001
TEL: 041 581 1590
FAX: 086 547 5423
OLIVEWOOD TRADE & INVEST 23(PTY) LTD3 BEDROOM CLUSTER UNITUNIT No. 1ERF 2919CHINTSA EAST
SAIA - EASTERN CAPEA REGION OF THESOUTH AFRICAN INSTITUTE OF ARCHITECTS
Reg no. PrArch 21014
CELL: 083 295 3601
email: [email protected]
DETAIL 2 / GUTTER DETAILSCALE: 1:10
SAFLOK 410 colorplus roof sheeting (colour asper finishing document) @ 13° roof angle
175mm x 75mm x 20mm x 3mm galvanisedsteel cold-rolled lipped channels, as perengineer's drawings and specifications
Poly eave closures as per productspecifications
Purpose made 1mm aluminium gutter byspecialist
IPE180 as per engineer's drawings andspecifications
Purposed made aluminium flashing (to matchroof sheeting profile and colour) to be fixed byan approved roof specialist, all in accordancewith manufacturer manual
15465
DETAIL 3 / APEX FLASHING DETAILSCALE: 1:10
IPE180 as per engineer's drawings andspecifications
175mm x 75mm x 20mm x 3mm galvanised steelcold-rolled lipped channels, as per engineer'sdrawings and specifications
Purposed made aluminium flashing (tomatch roof sheeting profile and colour)
Fixing by approved roof specialist, all inaccordance with manufacturer manual
DETAIL 4 / BARGE FLASHING DETAILSCALE: 1:10
Purposed made aluminium flashing (tomatch roof sheeting profile and colour)
175mm x 75mm x 20mm x 3mm galvanised steelcold-rolled lipped channels, as per engineer'sdrawings and specifications
35
50
Fixing by approved roof specialist, all inaccordance with manufacturer manual
1 2
A A
B B
C C
D
E
270 270
1 2
GARAGESCREEDED46 sqm
COVERED PATIOEXPOSED AGGREGATE54 sqm
DININGPOLISH CONCRETE25 sqm
LOUNGEPOLISH CONCRETE25 sqm
KITCHENPolish Concrete15 sqm
BEDROOM 1CARPET16 sqm
BEDROOM 2CARPET16 sqm
DRESSER 2CARPET9 sqm
DRESSER 1CARPET8 sqm
EN-SUITETILES5 sqm
BATHROOMTILES6 sqm
WM TDTROUGH
SINK
FRIDGEPOS.
DW
PREPOven & Hob byapproved specialist
WHBWC
BATH
D11
D31
D41
D32
D42
D51
D61
D71
D81
D91
WHB
WCSH
LINTEL ABOVE
LINTEL ABOVE
LIN
TEL
ABO
VE
LINTEL ABOVE
LIN
TEL
ABO
VELI
NTE
L AB
OVE
LIN
TEL
ABO
VE
LINTEL ABOVE
3500mm X 2125mm
W32
W42
W52
W41
W31
W11
W21
W51
LIN
TEL
ABO
VELI
NTE
L AB
OVE
LIN
TEL
ABO
VED
UC
T
270
1260
2200
500
270
230
2540
230
895
425
230
770
850
850
890
425
265
3460
3000
110
1550
1620
270
1740
230
110
3000
270
860
2540
230
1399
042
30
1822
0
270
A
1000
mm
(H) b
alus
trade
as
per S
ANS
1040
0 - P
art D
830
265
340
265
2430
340100022951000
1500
1040
Counter by joinery specialist
Counter by joinery specialist
Cupboards above
LIN
TEL
ABO
VE
LINTEL ABOVE
1400mm Roofoverhang
4500
1250
Reinforced concrete staircase as per later detail, all in accordance withthe engineer's drawings and specifications
1
2
3
4
5
6
7
UP
270
805
270
900
700
270
5490
270
520
9710
IPE 180 Galvanised steel I-beam as per engineer's drawings and specifications
900
820
1550
230
270
1872
0
1870
1000mm Stainless SteelBraai Unit with Flue pipe andcowl to be installed by anapproved specialist. productof Exclusiv Design
Counter byspecialist
3500mm X 2466mm
730 1000 270 4865 3500 730
27042302707095270
4365270430
870
270
Counter by joinery specialist
IPE
180
Gal
vani
sed
stee
l I-b
eam
as
per e
ngin
eer's
dra
win
gs a
nd s
peci
ficat
ions
5640
mm
X 2
465m
m
1120
600
950
600
950
13909001040
1840110
785
900
110
900 220
1000
mm
RO
OF
OVE
RH
ANG
1865mm ROOF OVERHANG1865mm ROOF OVERHANG
500mm Roof overhang
47707365
Galvanised IPE 180 steel portal frame, all in accordance with the engineer's drawings and specifications
Galvanised IPE 180 steel portal frame, all in accordance with theengineer's drawings and specifications
Galvanised IPE 180steel portal frame, all inaccordance with theengineer's drawingsand specifications
Galvanised IPE 180 steel rafter, all in accordance with the engineer'sdrawings and specifications
4880
mm
x 2
125m
m
Reinforced concrete cantilever, all in accordance with the engineer's drawings and specifications
Rei
nfor
ced
conc
rete
can
tilev
er, a
ll in
acc
orda
nce
with
the
engi
neer
's d
raw
ings
and
spe
cific
atio
ns
3600
3600
mm
x 4
25m
m
3000
110
900
600
North S
W
E
gully1
s/s2
110mmvp
s/s1
x 10 000
x 10 000
x 10 000x 10 000
x 10 000 x 10 000
x 10 000
x 10 000
x 10 000
x 10 000
x 9 950
YARDTO BE CONFIRMED25 sqm
x 9 830 STEP
x 9 950
x 9 950
x 10 000
x 10 000
x 9 950
x 10 000
x 9 950 x 10 000
x 9 950
x 10 000
GD
GD
Gar
age
door
cle
aran
ceG
arag
e do
or c
lear
ance
BIC as per joineryspecialist
BIC as per joineryspecialist
IE1
RE
BULKHEAD @ 2466mm above UFFL
Cou
rtyar
d w
all @
180
0mm
in h
eigh
t as
per
spec
ifica
tions
Cla
ddin
g ab
ove
rein
forc
ed c
oncr
ete
cant
ileve
r
Galvanised IPE 180steel portal frame onreinforced concretestub column, all inaccordance with theengineer's drawingsand specifications
BALCONY ABOVE
windowabove door
RE
13425
2455
2560
3860
4760
110
500
Aluminium GasCabinet by specialist
New gas line by
approved specia
list
1120
5000L water harvesttank (1820mm ∅)
900mm x 2125mm
900mm x 2125mm
900mm x 2125mm
x 9 950x 9 950
Floo
r to
fall
away
from
build
ing
Floo
r to
fall
away
from
build
ing
x 10 000
x 9 950
1560
Step 1Risers: 170mmTreads: 300mm
300
300
300
300
300
300
300
300
300
12mm Nutec fibre cementcladding fixed to 38mm x38mm SA Pine substructure.15mm spacing betweenboards. painted as perfinishing document
B.O.E aboveB.O.E above
BRAAI
230
1000
665
1101120 3000
750
600
490
330230
Galvanised IPE 180 steel portal frame on reinforcedconcrete stub column, all in accordance with theengineer's drawings and specifications
160013735
900
Ram
p to
fall
away
from
bui
ldin
g w
ith m
ax g
radi
ent o
f1:
10, a
s pe
r civ
il en
gine
er's
dra
win
gs a
nd s
peci
ficat
ions
Expo
sed
aggr
egat
e as
per
civ
ilen
gine
er's
dra
win
gs a
nd s
peci
ficat
ions
6505 2460 4770
13735
ReinforcedIn-situ castconcretehardstand byspecialist
270
13425
Plan
ter b
ox b
y la
ndsc
aper
and
to b
ena
tura
lly d
rain
ed
2060
150
4980
150
1560
805
110m
m P
VC d
rain
age
pipe
to fa
ll 1:
60 m
in a
nd 1
:10
max
all
in a
ccor
danc
e w
ith th
e SA
NS 1
0400
- Pa
rt P
IE2
IE3
110
7140
430 110 4880 545
110m
m P
VC d
rain
age
pipe
to fa
ll 1:
60 m
in a
nd 1
:10
max
all
in a
ccor
danc
e wi
th th
e SA
NS 1
0400
- Pa
rt P
IE4
D21
rwdp
Cou
nter
by
join
ery
spec
ialis
t
RE
Galvanised IPE 180 steel portalframe on reinforced concretestub column, all in accordancewith the engineer's drawingsand specifications
1560
4901101120270
95110
1780
1215115
W111
1963 270
270
7270
270
1420
4230250 2210
150317815031781501560
2060
150
925
150
27500
4880
IE5
REVISION NO.
DRAWING NO.
DRAWN BY:
PRINT DATE:
CHECKED BY:
12 July 2018
DMV / NF
20180703_OLIVEWOOD_MS09
0
DMP
17 - Olivewood Cluster_Unit 1PROJECT NO.
A
2148
2460
400
430
400
430
400
925
Fenced-off duct as per planby specialist
3110
LIN
TEL
ABO
VE
[email protected] | 087 350 4310 | Scha�l Road, Chintsa, Eastern Cape Coast
F I R S T F L O O R P L A N S
T H E G R O V E | O L I V E W O O D E S TAT E
850m
m x
900
mm
425m
m x
900m
m25
40m
m x
900
mm
425m
m x
254
0mm
425m
m x
900m
m
850m
m x
900
mm
2460mm x 5368mm
ERF 2919
All dimensions are given in millimeters, unless otherwise specified.All dimensions to be checked on site before constructioncommences. Contractors to adhere to all local authority'sregulations and requirements. Contractors to be a suitably qualifiedand registered participant in the construction industry as required byConstruction Regulation 2014. Drawings to be read in conjunctionwith the clients OHS (Occupational Health and Safety) file.All work to be done in accordance with the National BuildingRegulations SANS 10400. Before this drawing is priced it is thecontractor's responsibility to ensure he is familiar with the site. Alltrade names quoted may only be substituted by similar, subject toarchitect's approval. All materials to be installed in strictaccordance with manufacturer's specifications. All conduit work tobe SABS approved quality. All light fittings is to be fitted to complywith the relevant code of practice as specified in SANS 10400:Part O. All new work to be made good with existing. This drawingis not to be scaled. All dimensions not to be scaled from drawingsand heights to be checked on site. Any discrepancies shall bereported to the designer immediately. Top of foundations to be aminimum of 150mm below finished ground level. Minimum 100mmthick concrete surface bed as per Engineers drawings to be on"gunplas" ubs green damp proof membrane on 50mm sandblinding layer on well compacted fill. SABS Approved "gundle"375 mic. dpc under all walls, window cills and at changes in floorlevel. These architectural drawings to be read in conjunction withengineers and consultants drawings where applicable. All buildingwork to be carried out in accordance with the national buildingregulations. The contractor is responsible for all site visits by localinspectors and pay all fees in connection therewith. All drainagework to be carried out in accordance with the national buildingregulations. All roof measurements to be taken on site by roofspecialist prior to roof construction. All tile layouts to be confirmedwith architect prior to commencement of tiling. Any discrepanciesmust be clarified by the architect prior to commencement of work.Levels shown are relative to a benchmark at 100.00 msl of newfloor level. Msl is not the actual level but a benchmark to baseother heights of the building shown on the drawings. Contractor tokeep a full set of latest issued drawings on site. Contractor isresponsible for the correct setting out of the building on site withreference to the building line and boundaries. Contractor to takeresponsibility for all health and safety measures on site.
GENERAL NOTES:
COPYRIGHT:This drawing is subject to copyright, and may not be reproduced inwhole or part in any matter whatsoever without written permissionfrom DMV Architecture.
ERF NO:
EXISTING AREA:
NEW AREA:
TOTAL AREA:
NEW GARAGES
NEW BATHROOMS:
ERF AREA
EX. COVERAGE
NEW COVERAGE
AGE OF BUILDING
MUNICIPAL INFORMATION:
0 sqm
294 sqm
294 sqm
2
3
NEW
TOTAL COVERAGE
PROJECT TITLE:
DRAWING TITLE:
CLIENT SIGNATUREFOR OLIVEWOOD TRADE & INVEST 23 (PTY) LTD
................................
SHEET NO.
7249 sqm
MUNICIPAL SUBMISSIONS
243 sqm - 3.4%
243 sqm - 3.4%
0 sqm 0.0%
POOL NO
BOUNDARY WALLS 0 M
SHEET SIZE
REVISIONS:
NOTE: All plugpoints, lightfittings and cupboards to be demarcated on site and approved byclient/architect prior to installation.
GROUND FLOOR PLANSSCALE: 1:50
Kwikot Kwiksol indirect pump circulation split solar water heating system with two 2000 x 1000 x80mm high flat solar panel collectors (code: SOL-PANEL-2B), system to include 300 LitreSOL-300-IND round solar water heater complying with SANS 1307:2007, overall size 600mmdiameter x 1935mm long with 22mm copper pipe and operating at 400kPa with 400kPa KwikotMulti pressure control and expansion relief valve (Code: KHN3.214), 100KPa expansion reliefvalve, 20mm draincock and 22mm insulated pipe work including two Kwikot vacuum breakers(Code: KHN4.200CX) installed on hot and cold water supply, including all necessary brackets,Glycol, lagging, thermostatic mixing valve, 12V circulating pump, 12V PV panel and polyethylenedrip tray. Geyser to be installed horizontally in roof space with polyethylene drip tray with union andback nut connected to 40mm PVC overflow pipe taken out at eaves, all in accordance with SANS10254:2004 and SANS 10106:2006, connected to single phase electrical power supply withisolator 1m away from connection on geyser.
GENERAL NOTESSOLAR GEYSER SYSTEM 1
THE UFFL OF 10 000 IS A GUIDELINE FOR ALL UNITS AND DOES NOT REFER TO THEACTUAL LEVELS ON-SITE.
SITE LEVELS
102
A1
SAFLOK 410 colorplus roof sheeting (colour asper finishing document) @ 13° roof angle
175mm x 75mm x 20mm x 3mm galvanisedsteel cold-rolled lipped channels on SisalationFR405
25
175mm x 75mm x 20mm x 3mm galvanisedsteel cold-rolled lipped channels
135mm ISOVER Aerolite insulation in betweengalvanised steel lipped channel
38mm x 38mm SA pine timberbrandering
Ceiling to be 6.4mm skimmed Gypsum ceilingboards fixed to 38x38mm brandering byspecialistW8
1WINDOW AS PER WINDOW SCHEDULE
Shadow-line aluminium edge trim by specialist
DETAIL 1 / ROOF AND WINDOW JUNCTIONSCALE: 1:10
PLUGS, LIGHTS, CUPBOARDS
Unit 61 Bridge Street
ARCHITECT SIGNATURE
...................................
South End6001
TEL: 041 581 1590
FAX: 086 547 5423
OLIVEWOOD TRADE & INVEST 23(PTY) LTD3 BEDROOM CLUSTER UNITUNIT No. 1ERF 2919CHINTSA EAST
SAIA - EASTERN CAPEA REGION OF THESOUTH AFRICAN INSTITUTE OF ARCHITECTS
Reg no. PrArch 21014
CELL: 083 295 3601
email: [email protected]
DETAIL 2 / GUTTER DETAILSCALE: 1:10
SAFLOK 410 colorplus roof sheeting (colour asper finishing document) @ 13° roof angle
175mm x 75mm x 20mm x 3mm galvanisedsteel cold-rolled lipped channels, as perengineer's drawings and specifications
Poly eave closures as per productspecifications
Purpose made 1mm aluminium gutter byspecialist
IPE180 as per engineer's drawings andspecifications
Purposed made aluminium flashing (to matchroof sheeting profile and colour) to be fixed byan approved roof specialist, all in accordancewith manufacturer manual
15465
DETAIL 3 / APEX FLASHING DETAILSCALE: 1:10
IPE180 as per engineer's drawings andspecifications
175mm x 75mm x 20mm x 3mm galvanised steelcold-rolled lipped channels, as per engineer'sdrawings and specifications
Purposed made aluminium flashing (tomatch roof sheeting profile and colour)
Fixing by approved roof specialist, all inaccordance with manufacturer manual
DETAIL 4 / BARGE FLASHING DETAILSCALE: 1:10
Purposed made aluminium flashing (tomatch roof sheeting profile and colour)
175mm x 75mm x 20mm x 3mm galvanised steelcold-rolled lipped channels, as per engineer'sdrawings and specifications
35
50
Fixing by approved roof specialist, all inaccordance with manufacturer manual
1 2
A A
B B
C C
D
E
270 270
1 2
GARAGESCREEDED46 sqm
COVERED PATIOEXPOSED AGGREGATE54 sqm
DININGPOLISH CONCRETE25 sqm
LOUNGEPOLISH CONCRETE25 sqm
KITCHENPolish Concrete15 sqm
BEDROOM 1CARPET16 sqm
BEDROOM 2CARPET16 sqm
DRESSER 2CARPET9 sqm
DRESSER 1CARPET8 sqm
EN-SUITETILES5 sqm
BATHROOMTILES6 sqm
WM TDTROUGH
SINK
FRIDGEPOS.
DW
PREPOven & Hob byapproved specialist
WHBWC
BATH
D11
D31
D41
D32
D42
D51
D61
D71
D81
D91
WHB
WCSH
LINTEL ABOVE
LINTEL ABOVE
LIN
TEL
ABO
VE
LINTEL ABOVE
LIN
TEL
ABO
VELI
NTE
L AB
OVE
LIN
TEL
ABO
VE
LINTEL ABOVE
3500mm X 2125mm
W32
W42
W52
W41
W31
W11
W21
W51
LIN
TEL
ABO
VELI
NTE
L AB
OVE
LIN
TEL
ABO
VED
UC
T
270
1260
2200
500
270
230
2540
230
895
425
230
770
850
850
890
425
265
3460
3000
110
1550
1620
270
1740
230
110
3000
270
860
2540
230
1399
042
30
1822
0
270
A
1000
mm
(H) b
alus
trade
as
per S
ANS
1040
0 - P
art D
830
265
340
265
2430
340100022951000
1500
1040
Counter by joinery specialist
Counter by joinery specialist
Cupboards above
LIN
TEL
ABO
VE
LINTEL ABOVE
1400mm Roofoverhang
4500
1250
Reinforced concrete staircase as per later detail, all in accordance withthe engineer's drawings and specifications
1
2
3
4
5
6
7
UP
270
805
270
900
700
270
5490
270
520
9710
IPE 180 Galvanised steel I-beam as per engineer's drawings and specifications
900
820
1550
230
270
1872
0
1870
1000mm Stainless SteelBraai Unit with Flue pipe andcowl to be installed by anapproved specialist. productof Exclusiv Design
Counter byspecialist
3500mm X 2466mm
730 1000 270 4865 3500 730
27042302707095270
4365270430
870
270
Counter by joinery specialist
IPE
180
Gal
vani
sed
stee
l I-b
eam
as
per e
ngin
eer's
dra
win
gs a
nd s
peci
ficat
ions
5640
mm
X 2
465m
m
1120
600
950
600
950
13909001040
1840110
785
900
110
900 220
1000
mm
RO
OF
OVE
RH
ANG
1865mm ROOF OVERHANG1865mm ROOF OVERHANG
500mm Roof overhang
47707365
Galvanised IPE 180 steel portal frame, all in accordance with the engineer's drawings and specifications
Galvanised IPE 180 steel portal frame, all in accordance with theengineer's drawings and specifications
Galvanised IPE 180steel portal frame, all inaccordance with theengineer's drawingsand specifications
Galvanised IPE 180 steel rafter, all in accordance with the engineer'sdrawings and specifications
4880
mm
x 2
125m
m
Reinforced concrete cantilever, all in accordance with the engineer's drawings and specifications
Rei
nfor
ced
conc
rete
can
tilev
er, a
ll in
acc
orda
nce
with
the
engi
neer
's d
raw
ings
and
spe
cific
atio
ns
3600
3600
mm
x 4
25m
m
3000
110
900
600
North S
W
E
gully1
s/s2
110mmvp
s/s1
x 10 000
x 10 000
x 10 000x 10 000
x 10 000 x 10 000
x 10 000
x 10 000
x 10 000
x 10 000
x 9 950
YARDTO BE CONFIRMED25 sqm
x 9 830 STEP
x 9 950
x 9 950
x 10 000
x 10 000
x 9 950
x 10 000
x 9 950 x 10 000
x 9 950
x 10 000
GD
GD
Gar
age
door
cle
aran
ceG
arag
e do
or c
lear
ance
BIC as per joineryspecialist
BIC as per joineryspecialist
IE1
RE
BULKHEAD @ 2466mm above UFFL
Cou
rtyar
d w
all @
180
0mm
in h
eigh
t as
per
spec
ifica
tions
Cla
ddin
g ab
ove
rein
forc
ed c
oncr
ete
cant
ileve
r
Galvanised IPE 180steel portal frame onreinforced concretestub column, all inaccordance with theengineer's drawingsand specifications
BALCONY ABOVE
windowabove door
RE
13425
2455
2560
3860
4760
110
500
Aluminium GasCabinet by specialist
New gas line by
approved specia
list
1120
5000L water harvesttank (1820mm ∅)
900mm x 2125mm
900mm x 2125mm
900mm x 2125mm
x 9 950x 9 950
Floo
r to
fall
away
from
build
ing
Floo
r to
fall
away
from
build
ing
x 10 000
x 9 950
1560
Step 1Risers: 170mmTreads: 300mm
300
300
300
300
300
300
300
300
300
12mm Nutec fibre cementcladding fixed to 38mm x38mm SA Pine substructure.15mm spacing betweenboards. painted as perfinishing document
B.O.E aboveB.O.E above
BRAAI
230
1000
665
1101120 3000
750
600
490
330230
Galvanised IPE 180 steel portal frame on reinforcedconcrete stub column, all in accordance with theengineer's drawings and specifications
160013735
900
Ram
p to
fall
away
from
bui
ldin
g w
ith m
ax g
radi
ent o
f1:
10, a
s pe
r civ
il en
gine
er's
dra
win
gs a
nd s
peci
ficat
ions
Expo
sed
aggr
egat
e as
per
civ
ilen
gine
er's
dra
win
gs a
nd s
peci
ficat
ions
6505 2460 4770
13735
ReinforcedIn-situ castconcretehardstand byspecialist
270
13425
Plan
ter b
ox b
y la
ndsc
aper
and
to b
ena
tura
lly d
rain
ed
2060
150
4980
150
1560
805
110m
m P
VC d
rain
age
pipe
to fa
ll 1:
60 m
in a
nd 1
:10
max
all
in a
ccor
danc
e w
ith th
e SA
NS 1
0400
- Pa
rt P
IE2
IE3
110
7140
430 110 4880 545
110m
m P
VC d
rain
age
pipe
to fa
ll 1:
60 m
in a
nd 1
:10
max
all
in a
ccor
danc
e wi
th th
e SA
NS 1
0400
- Pa
rt P
IE4
D21
rwdp
Cou
nter
by
join
ery
spec
ialis
t
RE
Galvanised IPE 180 steel portalframe on reinforced concretestub column, all in accordancewith the engineer's drawingsand specifications
1560
4901101120270
95110
1780
1215115
W111
1963 270
270
7270
270
1420
4230250 2210
150317815031781501560
2060
150
925
150
27500
4880
IE5
REVISION NO.
DRAWING NO.
DRAWN BY:
PRINT DATE:
CHECKED BY:
12 July 2018
DMV / NF
20180703_OLIVEWOOD_MS09
0
DMP
17 - Olivewood Cluster_Unit 1PROJECT NO.
A
2148
2460
400
430
400
430
400
925
Fenced-off duct as per planby specialist
3110
LIN
TEL
ABO
VE
425m
m x
900m
m85
0mm
x 9
00m
m
ERF 2919
All dimensions are given in millimeters, unless otherwise specified.All dimensions to be checked on site before constructioncommences. Contractors to adhere to all local authority'sregulations and requirements. Contractors to be a suitably qualifiedand registered participant in the construction industry as required byConstruction Regulation 2014. Drawings to be read in conjunctionwith the clients OHS (Occupational Health and Safety) file.All work to be done in accordance with the National BuildingRegulations SANS 10400. Before this drawing is priced it is thecontractor's responsibility to ensure he is familiar with the site. Alltrade names quoted may only be substituted by similar, subject toarchitect's approval. All materials to be installed in strictaccordance with manufacturer's specifications. All conduit work tobe SABS approved quality. All light fittings is to be fitted to complywith the relevant code of practice as specified in SANS 10400:Part O. All new work to be made good with existing. This drawingis not to be scaled. All dimensions not to be scaled from drawingsand heights to be checked on site. Any discrepancies shall bereported to the designer immediately. Top of foundations to be aminimum of 150mm below finished ground level. Minimum 100mmthick concrete surface bed as per Engineers drawings to be on"gunplas" ubs green damp proof membrane on 50mm sandblinding layer on well compacted fill. SABS Approved "gundle"375 mic. dpc under all walls, window cills and at changes in floorlevel. These architectural drawings to be read in conjunction withengineers and consultants drawings where applicable. All buildingwork to be carried out in accordance with the national buildingregulations. The contractor is responsible for all site visits by localinspectors and pay all fees in connection therewith. All drainagework to be carried out in accordance with the national buildingregulations. All roof measurements to be taken on site by roofspecialist prior to roof construction. All tile layouts to be confirmedwith architect prior to commencement of tiling. Any discrepanciesmust be clarified by the architect prior to commencement of work.Levels shown are relative to a benchmark at 100.00 msl of newfloor level. Msl is not the actual level but a benchmark to baseother heights of the building shown on the drawings. Contractor tokeep a full set of latest issued drawings on site. Contractor isresponsible for the correct setting out of the building on site withreference to the building line and boundaries. Contractor to takeresponsibility for all health and safety measures on site.
GENERAL NOTES:
COPYRIGHT:This drawing is subject to copyright, and may not be reproduced inwhole or part in any matter whatsoever without written permissionfrom DMV Architecture.
ERF NO:
EXISTING AREA:
NEW AREA:
TOTAL AREA:
NEW GARAGES
NEW BATHROOMS:
ERF AREA
EX. COVERAGE
NEW COVERAGE
AGE OF BUILDING
Unit 61 Bridge Street
ARCHITECT SIGNATURE
...................................
South End6001
TEL: 041 581 1590
FAX: 086 547 5423
MUNICIPAL INFORMATION:
0 sqm
294 sqm
294 sqm
3
NEW
TOTAL COVERAGE
PROJECT TITLE:
DRAWING TITLE:
CLIENT SIGNATUREFOR OLIVEWOOD TRADE & INVEST 23 (PTY) LTD
................................
SHEET NO.
7249 sqm
MUNICIPAL SUBMISSIONS
243 sqm - 3.4%
243 sqm - 3.4%
0 sqm 0.0%
POOL NO
BOUNDARY WALLS 0 M
SHEET SIZE
REVISIONS:
Galvanised IPE 180 steel portal frame, all in accordance with theengineer's drawings and specifications Galvanised IPE 180 steel portal frame, all in accordance with the engineer's drawings and specifications
Galvanised IPE 180 steel portal frame, all in accordance with the engineer's drawings and specifications
1 2
A A
B B
C C
D
E
1 2
A A
2100
270
270
3180
5740
270
270
1870
9710
7140
1000
394
STUDYPOLISH CONCRETE8 sqm
EN-SUITETILES4 sqm
DRESSER 3CARPET6 sqm
MAIN BEDROOMCARPET13 sqm
BALCONYTILES7 sqm
DOUBLE VOLUME
Galvanised IPE 180 steel portal frame, all in accordance with the engineer's drawings and specifications
9
10
11
12
13
14
15
16
BIC
BIC
W43
W53
IPE 180 Galvanised steel I-beam as perengineer's drawings and specifications
3500mm X 2550mm
3500mm X 2466mm
1000mm (H) balustrade as per SANS 10400 - Part D
W61
D33
WHB
WC
SH
W71
W81
LIN
TEL
ABO
VELI
NTE
L AB
OVE
1000
mm
(H) b
alus
trade
as
per S
ANS
1040
0 - P
art D
Galvanised IPE 180steel portal frame,all in accordancewith the engineer'sdrawings andspecifications
Galvanised IPE 180steel portal frame, allin accordance withthe engineer'sdrawings andspecifications
7230
6600
270
890
230
265
425
860
110
3000
270
Reinforced concrete cantilever slab, all inaccordance with the engineer's drawingsand details
3000
1040 900 1390
1550
1740
1620
9160
1500
W91
D101
W101
windowabove door
North S
W
E
FIRST FLOOR PLANSSCALE: 1:50
x 12 720
x 12 720
x 12 720
110
windowabove door
BULKHEAD ABOVE KITCHEN
Flue pipe and cowl to be installed by an approvedspecialist. product of Exclusiv Design
625mm ROOF OVERHANG
1000
mm
RO
OF
OVE
RH
ANG
625mm ROOF OVERHANG
3235
1365
7303500270
4770
4760
3860
13420
Reinforced concrete staircase asper later detail, all in accordancewith the engineer's drawings andspecifications
1000mm (H) balustrade asper SANS 10400 - Part D
x 12 720
BULKHEAD @ 2466mm above UFFL
Bulkhead as per later detail
1250
270 2400
6mm skimmed ceilingby specialist @2465mm from UFFL
BATH
Timber louvers by specialist to bepainted as per finishing document
D43
4760
3860
2560
2455
1500
2210
1870
500
955
Galvanised 100mm x 100mm structuralsquare steel tubing, all in accordance withthe engineer's drawings and specifications
Galvanised 80mm x 80mm structural squaresteel tubing, all in accordance with theengineer's drawings and specifications
Galvanised 100mm x 100mm structuralsquare steel tubing, all in accordance withthe engineer's drawings and specifications
Galvanised 100mm x100mm structuralsquare steel tubing, allin accordance with theengineer's drawingsand specifications
DU
CT
1440
2
850
270
Built in Desk byjoinery specialist
1720
6002301840110
600WHB
POLISH CONCRETE
ROOF
PIT
CH 1
0°
SAFLOK 410 colorplus roof sheeting (colour as per finishingdocument) @ 10° roof angle on 150mm x 50mm galvanisedsteel cold-rolled lipped channels on Sisalation FR405 ongalvanised steel IPE 180 portal frame, all in accordance withthe engineer's drawings and details. Ceiling to be 6.4mmskimmed Gypsum ceiling boards fixed to 38x38mm branderingat max 400mm c/s with 135mm ISOVER Aerolite insulationbetween portal frame on top of ceiling. All flashings and Polyeave closures as per product specifications.
CHIMNEY
Flue pipe and cowl of JetmasterCorner 650 Slow Combustion Stove
1000mm (H) balustrade asper SANS 10400 - Part D
LINTEL ABOVE900mm x 2125mm
1500
mm
x 2
125m
mLI
NTE
L AB
OVE
Floo
r to
fall
away
from
bui
ldin
g
Floo
r to
fall
away
from
bui
ldin
g
screed to fall away from building
scre
ed to
fall
away
from
bui
ldin
g
x 12 670
x 12 720
x 12 670
12mm Nutec fibre cement cladding fixedto 38mm x 38mm SA Pine substructure.15mm spacing between boards. paintedas per finishing document
110mmvp
s/s1
1000
COURTYARDBELOW
1330 270 730 230 1000 270 4865
73651600
166
13425
103
A1
600
950
Galvanised IPE180 steel portalframe, all inaccordance withthe engineer'sdrawings andspecifications
Galvanised 80mm x 80mm structural square steel tubing, all in accordancewith the engineer's drawings and specifications
Galvanised 80mm x 40mm structural rectangular steel tubing, all inaccordance with the engineer's drawings and specifications
NOTE: All plugpoints, lightfittings and cupboards to be demarcated on site and approved byclient/architect prior to installation.
Kwikot Kwiksol indirect pump circulation split solar water heating system with two 2000 x 1000 x80mm high flat solar panel collectors (code: SOL-PANEL-2B), system to include 300 LitreSOL-300-IND round solar water heater complying with SANS 1307:2007, overall size 600mmdiameter x 1935mm long with 22mm copper pipe and operating at 400kPa with 400kPa KwikotMulti pressure control and expansion relief valve (Code: KHN3.214), 100KPa expansion reliefvalve, 20mm draincock and 22mm insulated pipe work including two Kwikot vacuum breakers(Code: KHN4.200CX) installed on hot and cold water supply, including all necessary brackets,Glycol, lagging, thermostatic mixing valve, 12V circulating pump, 12V PV panel and polyethylenedrip tray. Geyser to be installed horizontally in roof space with polyethylene drip tray with union andback nut connected to 40mm PVC overflow pipe taken out at eaves, all in accordance with SANS10254:2004 and SANS 10106:2006, connected to single phase electrical power supply withisolator 1m away from connection on geyser.
GENERAL NOTESSOLAR GEYSER SYSTEM 1
THE UFFL OF 10 000 IS A GUIDELINE FOR ALL UNITS AND DOES NOT REFER TO THEACTUAL LEVELS ON-SITE.
SITE LEVELS
PLUGS, LIGHTS, CUPBOARDS
6600
SAIA - EASTERN CAPEA REGION OF THESOUTH AFRICAN INSTITUTE OF ARCHITECTS
OLIVEWOOD TRADE & INVEST 23(PTY) LTD3 BEDROOM CLUSTER UNITUNIT No. 1ERF 2919CHINTSA EAST
Free standing wall belowon Ground Floor
concretewalkway belowon GroundFloor
concretewalkway belowon GroundFloor
Reg no. PrArch 21014
CELL: 083 295 3601
email: [email protected]
250
5640
mm
x 9
80m
m
DETAIL 5 / GUTTER DETAILSCALE: 1:10
window line
SAFLOK 410 colorplus roof sheeting (colour asper finishing document) @ 13° roof angle
175mm x 75mm x 20mm x 3mm galvanisedsteel cold-rolled lipped channels, as perengineer's drawings and specifications
Poly eave closures as per productspecifications
Purpose made 1mm aluminium gutter withreturning strap by specialist
IPE180 as per engineer's drawings andspecifications
Purposed made aluminium flashing (to matchroof sheeting profile and colour) to be fixed byan approved roof specialist, all in accordancewith manufacturer manual
Reinforced concrete beam as per engineer'sdrawings and specifications
Drip flashing by approved roof specialist as permanufacturer's manual
75m
m ra
inw
ater
dow
n pi
pe
REVISION NO.
DRAWING NO.
DRAWN BY:
PRINT DATE:
CHECKED BY:
12 July 2018
DMV / NF
20180703_OLIVEWOOD_MS09
0
DMP
17 - Olivewood Cluster_Unit 1PROJECT NO.
270 5965 270
6505
2460
270
2020
270
9060
270