House Harripersad Submission
2
SECTION B - B LOUNGE existing 'marseilles tiled roof PROPOSED ADDITIONS AND ALTERATIONS TO DWELLING LOT 203 MT. EDGECOMBE AT 10 RYDER DRIVE FOR MR & MRS HARRIPERSADH ON NORTH EAST ELEVATION SOUTH WEST ELEVATION SOUTH EAST ELEVATION PP FRQF FROXPQV WR match existing building with cap and base. tiled roof and gable detail to match existing building. SECTION A - A CONTRACTER TO ENSURE THAT NO CHANGES IN LEVELS ARE MADE OVER LOCAL AUTHORITY SERVITUDES OR UNDER GROUND SERVICES UNLESS PERMISSION HAS BEEN GIVEN IN WRITING BY THE LOCAL AUTHORITY. ANY DISCREPANCIES AND OMISSIONS ARE TO BE BROUGHT TO THE ARCHITECTS ATTENTION IMMEDIATLY. IF ON EXCAVATION THE SITE IS FOUND TO CONTAIN EXPANSIVE CLAY, SHALE, GROUND WATER OR OTHER SUSPECT SOIL CONDITIONS : THEN ALL FOUNDATIONS ARE TO BE BUILT TO PROFESSIONAL ENGINEERS DETAILS & UNDER HIS SUPERVISION. ROOF NOTES ROOF TILES TO MATCH EXISTING HOUSE OR CLAY TILES ON 38 x 38 BATTENS ON 250 MICRONS UNDERLAY ON GANGNAIL PLATED TIMBER TRUSSES DESIGNED AND CERTIFIED BY ENGINEER WITH 17 degree PITCH UNLESS OTHERWISE SPECIFIED AT 740 CENTERS WITH TRUSSES FIXED USING GALVANIZED HOOP IRON METAL STRAPS TIED DOWN SIX COURSES INTO BRICKWORK DRAINAGE NOTES - ALL WORK IS TO COMPLY TO SANS 10400 - HEAD OF DRAIN IS TO BE VENTED - ANY DAMAGED FITTINGS TO BE REPLACED - ALL GULLY SURROUNDS & MANHOLE COVERS TO BE 75 mm ABOVE GROUND LEVEL - SEWER MANHOLES TO BE EXPOSED BEFORE COMMENCING WORK AND ADJUST LEVELS ACCORDINGLY - IE'S TO ALL BENDS AND JUNCTIONS - SOIL PIPES TO BE 110 diameter PVC - SEWER UNDER BUILDINGS TO BE 110 mm PVC RIBBED PIPE - ANCHOR BLOCKS TO BE USED WHEN GRADIENTS EXCEED 1:5 GENERAL NOTES ALL WORK TO COMPLY WITH SANS 10400. CORNER BEACONS TO BE LOCATED AND EXPOSED BEFORE WORK ON SITE COMMENCES. CONTRACTOR TO CHECK ALL DIMENSIONS AND LEVELS (SCHEDULES AND DETAILS) BEFORE THE RELEVANT WORK IS PLACED IN HAND AND REPORT ANY DISCREPANCIES TO THE ARCHITECT. ALL WRITTEN DIMENSIONS TO BE TAKEN IN PREFERENCE TO SCALING. SOIL TO BE WELL COMPACTED BEHIND IN LAYERS NOT EXCEEDING 150 mm. ALL FOUNDATIONS TO BE TAKEN BELOW NATURAL GROUND LEVEL. NO BACK FILLING OF OVER EXCAVATED AREAS WILL BE PERMITTED. FIBRE CEMENT BARGE AND FASCIA BOARDS , PVC GUTTERS & DOWN-PIPES ALL TO MATCH EXISTING HOUSE WHERE POSSIBLE AND TO BE FIXED IN ACCORDANCE WITH MANUFACTURES SPECIFICATIONS OVERHANG TO MATCH EXISTING HOUSE OR 3 TILE OVERHANG FLASHING TO COMPLY WITH PART LL5.2 TWO COURSE OF BRICKWORK TO BE REINFORCED WITH BRICKFORCE BELOW WALL PLATE LEVEL, ABOVE WINDOW HEAD HEIGHT & BELOW WINDOW SILL LEVEL. EXTERNAL FACE OF INNER SKIN OF ALL EXTERNAL WALLS TO BE BAGGED AND WATERPROOFED WITH TWO COATS OF BITUMEN PAINT. 6.4 mm GYPSUM CEILING BOARDS FIXED TO 38 X 38 BRANDERING AT MAX 300mm CENTERS BOTH WAYS. 375 mic DPC TO BE PROVIDED TO WALLS AT SLAB LEVEL AND UNDER ALL SILLS. THE CONTRACTOR IS TO INSPECT THE OFFICIAL APPROVED COPIES OF THE DRAWINGS TO ENSURE THAT ALL AMENDMENTS HAVE BEEN TAKEN INTO ACCOUNT . THE ATTENTION OF THE OWNER/CONTACTOR IS DRAWN TO THE FACT THAT CHANGERS TO THE PLAN &/OR SPECIFICATION AFTER OFFICIAL APPROVAL IS LIKELY TO INVALIDATE THAT APPROVAL. ALL EARTHWORKS TO BE CONTAINED WITHIN SITE BOUNDARIES & WITHIN 1.0 m OF ANY of ANY BOUNDARY. BANKS TO BE CUT AT A MAXIMUM OF 26 degrees. NATURAL GROUND LINE IN APPROXIMATE POSITION ONLY & NO CLAIM CAN BE MADE FOR ANY DISCREPANCIES ON SITE. SUB-FLOOR AND FOUNDATION TRENCHESTO BE POISONED WITH "CLORODANE" SOLUTION IN ACCORDANCE WITH SANS CODES OF PRACTICE BY SPECIALIST. NOTE: ALL DIMENSIONS - LEVELS ETC. ARE TO BE VERIFIED ON SITE PRIOR TO ANY WORK BEING PUT IN HAND AND TO REPORT ANY DECREPANCIES IMMEDIATELY TO THE ARCHITECT ALL MATERIALS AND LABOR PRACTICE IS TO COMPLY WITH PART-B OF SANS 10400. AND NATIONAL BUILDING REGULATIONS new roof and tiles to match existing KRXVH DW D PLQ SLWFK RI ZLWK aluminum gutters and downpipes NEW PATIO covered CLIENTS SIGNATURE DATE CROSSMOOR TEL./FAX. 031-4093357 MOBILE: 082 3227362 375 CROSSMOOR DRIVE CHATSWORTH . DURBAN . 4092 PR.NO. ST-20559 (S.A.C.A.P) KZ-NIA (affiliate) DRAWN PROJECT NO DRAWING NO DATE DESIGN SCALE r a j e s h ASHARAM A R C H I T E C T U R E 1:100/500 CHECKED Author/ Architect Drawing Title R. ASHARAM R. ASHARAM PLANS/ ELEVATIONS 13 July 2012 Project TRUE NORTH strong summer winds winter rain & winds sun rise sun set Y. SEWPERSAD existing concrete floor to patio to take non-slip terra-cotta tiles line of existing roof truss to lounge to remain, remove eaves overhang & extend new roof over patio with tiles to match existing house DW D PLQ SLWFK RI ZLWK DOXPLQLXP JXWWHUV and down-pipes. NEW PATIO covered D 001 EN-SUITE PASSAGE 100mm concrete slab reinforced with BRC mesh (ref 193) on plastic underlay in well compacted soil. 230x700 tiled roof existing roof balau timber walkway by specialists. columns to detail. tiled roof to match existing. line of existing roof to lounge to remain, remove eaves overhang & extend new roof over patio with tiles to match H[LVWLQJ KRXVH DW D PLQ SLWFK RI with aluminum gutters and down-pipes. Roof tiles on 38x38 battens on 250 microns plastic underlay on pre-fabricated trusses (gangnailed) on 114x38mm wall plates tied down at least 8 courses into brickwork Roof tiles on 38x38 battens on 250 microns plastic underlay on pre-fabricated trusses (gangnailed) on 114x38mm wall plates tied down at least 8 courses into brickwork NOTES Safety glazing to be in accordance with SANS 10400 code of practice - the installation of glazing in buildings. Typical safety glazing materials are : Toughened glass and laminated safety glass conforming to SANS 10400. All Safety glass must be marked - if it is not marked, it is not safety glass Where any bath enclosure or shower cubicle is constructed of glass, such material must be glazed with safety glass. existing concrete slab . new 'french doors' with cottage pane insets, plaster band surround, painted with all details to comply with 'meccema 1' general design controls existing concrete strip footings new 75mm concrete (20mpa)with brc mesh reinf. with screeds to fall with non-slip terra-cotta tiles to match existing PP FRQF FROXPQV WR PDWFK existing building with cap and base. existing 'marseilles tiled roof existing 'marseilles tiled roof existing 'marseilles tiled roof existing roof and tiles to be re-adjusted RYHU QHZ SDWLR PLQ SLWFK RI new powder-coated aluminum 'sliding doors' with cottage pane insets, plaster band surround, painted with all details to comply with 'meccema 1' general design controls NOTE All work and details to comply with 'MECCEMA 1' design and development guidelines. 100.000 wall plate 102.850 LOT 204 RYDER DRIVE existing sewer pipe CARTGATE CLOSE site boundary 13500 site boundary 36500 site boundary 4350 site boundary 47000 site boundary 47000 site boundary 13500 site boundary 51000 existing sewer pipe LOT 202 LOT 203 EXISTING GARAGE AND OUT BUILDING r.e r.e r.e EXISTING DWELLING PROPOSED DRIVEWAY LOT 203 existing sewer pipe existing tree existing tree proposed work proposed work proposed work existing driveway to be demolished and re-located as shown existing tree existing tree proposed driveway to match existing finish PñVRDN DZD\ PñVRDN DZD\ 101.500 98.500 98.300 99.500 100.000 laundry dry line area 2x visitor parking 7500 building line 7500 building line 3000 building line 3000 building line 100.000 top of ground floor wall plate 102.850 wall plate 102.850 100.000 top of ground floor wall plate 102.850 100.000 top of ground floor wall plate 102.850 100.000 top of ground floor W 001 W 004 D 002 D 001 W 001 W 002 D 001 W 001 W 002 D 004 W 008 NORTH WEST ELEVATION existing roof and tiles to be re-adjusted over new laundry and entertainment area with PLQ SLWFK RI Roof tiles on 38x38 battens on 250 microns plastic underlay on pre-fabricated trusses (gangnailed) on 114x38mm wall plates tied down at least 8 courses into brickwork new powder-coated aluminium 'sliding doors' with cottage pane insets, plaster band surround, painted with all details to comply with 'meccema 1' general design controls garden stub-wall with plaster-band surround, painted with all details to comply with 'meccema 1' general design controls position of satellite. existing chimney stack 100.000 top of ground floor wall plate 102.850 D 003 W 006 W 007 W 009 W 003 existing tree KITCHEN DINNING ROOM GUEST BEDROOM EN-SUITE LOUNGE NEW ENTERTAINMENT AREA BATHROOM MASTER BEDROOM exist. bedroom to new WALK IN CUPBOARD PATIO BEDROOM NEW LAUNDRY folding / stack doors 15250 230 5820 2000 120 3750 230 120 25620 2410 230 5150 230 2760 230 3100 120 2910 120 4000 120 4030 230 19180 230 3280 1510 230 230 1370 5010 220 2610 1590 230 420 230 23240 410 3460 230 3810 330 3680 230 1790 440 3720 1160 230 5300 230 230 PASSAGE A W 001 W 002 W 003 W 004 W 005 W 006 W 007 W 008 D 001 D 003 D 004 TO EXISTING SEWER CONNECTION TO EXISTING SEWER CONNECTION PP FRQFUHWH FROXPQ WR engineers detail SEMI-COVERED WALKWAY NEW PATIO GUEST W.C. 630 2580 B B PP FRQFUHWH column to engineers detail folding / stack window folding / stack window PP FRQFUHWH FROXPQ to engineers detail exist columns 420 PP FRQFUHWH column to engineers detail r.e r.e EX. PATIO NEW PATIO stub wall overhead beam gully gully GROUND FLOOR PLAN fit new sliding doors and windows exist. water feature remove door and brick up opening fit new door and make good new 'french doors' with cottage pane insets, plaster band surround, painted with all details to comply with 'meccema 1' general design controls window seat D 002 exist columns up step up existing rwdp existing rwdp existing rwdp existing rwdp existing rwdp existing rwdp W 009 410 2440 410 1510 410 1510 410 960 420 4500 420 2750 420 4240 530 1190 2000 1190 570 300 410 4500 410 2780 410 8820 Roof tiles on 38x38 battens on 250 microns plastic underlay on pre-fabricated trusses (gangnailed) on 114x38mm wall plates remove stub wall A NEW GAZEBO stub wall stub wall 1000 3000 SITE PLAN scale 1 : 500 CLOSET 01/3
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Transcript of House Harripersad Submission
SECTION B - B
LOUNGE
existing 'marseilles tiled roof
PROPOSED ADDITIONS ANDALTERATIONS TO DWELLINGLOT 203 MT. EDGECOMBEAT10 RYDER DRIVEFORMR & MRS HARRIPERSADH
ON
NORTH EAST ELEVATION
SOUTH WEST ELEVATION
SOUTH EAST ELEVATION
Ï300mm conc. columns to
match existing building with cap
and base.
tiled roof and gable detail to
match existing building.
SECTION A - A
CONTRACTER TO ENSURE THAT NO CHANGES INLEVELS ARE MADE OVER LOCAL AUTHORITYSERVITUDES OR UNDER GROUND SERVICES UNLESSPERMISSION HAS BEEN GIVEN IN WRITING BYTHE LOCAL AUTHORITY.ANY DISCREPANCIES AND OMISSIONS ARE TO BEBROUGHT TO THE ARCHITECTS ATTENTIONIMMEDIATLY.
IF ON EXCAVATION THE SITE IS FOUND TOCONTAIN EXPANSIVE CLAY, SHALE, GROUND WATEROR OTHER SUSPECT SOIL CONDITIONS : THEN ALLFOUNDATIONS ARE TO BE BUILT TO PROFESSIONALENGINEERS DETAILS & UNDER HIS SUPERVISION.
ROOF NOTESROOF TILES TO MATCH EXISTING HOUSE OR CLAY TILES ON38 x 38 BATTENS ON 250 MICRONS UNDERLAY ON GANGNAIL PLATEDTIMBER TRUSSES DESIGNED AND CERTIFIED BY ENGINEER WITH 17degree PITCH UNLESS OTHERWISESPECIFIED AT 740 CENTERS WITH TRUSSES FIXEDUSING GALVANIZED HOOP IRON METAL STRAPS TIED DOWNSIX COURSES INTO BRICKWORK
DRAINAGE NOTES- ALL WORK IS TO COMPLY TO SANS 10400- HEAD OF DRAIN IS TO BE VENTED- ANY DAMAGED FITTINGS TO BE REPLACED- ALL GULLY SURROUNDS & MANHOLE COVERS TO BE 75 mm ABOVE GROUND LEVEL- SEWER MANHOLES TO BE EXPOSED BEFORE COMMENCING WORK AND ADJUST LEVELS ACCORDINGLY- IE'S TO ALL BENDS AND JUNCTIONS- SOIL PIPES TO BE 110 diameter PVC- SEWER UNDER BUILDINGS TO BE 110 mm PVC RIBBED PIPE- ANCHOR BLOCKS TO BE USED WHEN GRADIENTS EXCEED 1:5
GENERAL NOTESALL WORK TO COMPLY WITH SANS 10400.CORNER BEACONS TO BE LOCATED ANDEXPOSED BEFORE WORK ON SITE COMMENCES.CONTRACTOR TO CHECK ALL DIMENSIONS ANDLEVELS (SCHEDULES AND DETAILS) BEFORE THERELEVANT WORK IS PLACED IN HAND AND REPORTANY DISCREPANCIES TO THE ARCHITECT.ALL WRITTEN DIMENSIONS TO BE TAKEN INPREFERENCE TO SCALING.SOIL TO BE WELL COMPACTED BEHIND IN LAYERSNOT EXCEEDING 150 mm.ALL FOUNDATIONS TO BE TAKEN BELOW NATURALGROUND LEVEL.NO BACK FILLING OF OVER EXCAVATED AREAS WILLBE PERMITTED.
FIBRE CEMENT BARGE AND FASCIA BOARDS , PVCGUTTERS & DOWN-PIPES ALL TO MATCH EXISTING HOUSE WHEREPOSSIBLE AND TO BE FIXED IN ACCORDANCE WITHMANUFACTURES SPECIFICATIONSOVERHANG TO MATCH EXISTING HOUSE OR 3 TILE OVERHANG
FLASHING TO COMPLY WITH PART LL5.2TWO COURSE OF BRICKWORK TO BE REINFORCEDWITH BRICKFORCE BELOW WALL PLATE LEVEL, ABOVEWINDOW HEAD HEIGHT & BELOW WINDOW SILL LEVEL.EXTERNAL FACE OF INNER SKIN OF ALL EXTERNALWALLS TO BE BAGGED AND WATERPROOFEDWITH TWO COATS OF BITUMEN PAINT.6.4 mm GYPSUM CEILING BOARDS FIXED TO 38 X 38BRANDERING AT MAX 300mm CENTERS BOTH WAYS.
375 mic DPC TO BE PROVIDED TO WALLS AT SLABLEVEL AND UNDER ALL SILLS.
THE CONTRACTOR IS TO INSPECT THE OFFICIALAPPROVED COPIES OF THE DRAWINGS TO ENSURETHAT ALL AMENDMENTS HAVE BEEN TAKEN INTOACCOUNT .THE ATTENTION OF THE OWNER/CONTACTORIS DRAWN TO THE FACT THAT CHANGERS TO THE PLAN&/OR SPECIFICATION AFTER OFFICIAL APPROVALIS LIKELY TO INVALIDATE THAT APPROVAL.ALL EARTHWORKS TO BE CONTAINED WITHIN SITEBOUNDARIES & WITHIN 1.0 m OF ANY of ANY BOUNDARY.BANKS TO BE CUT AT A MAXIMUM OF 26 degrees.
NATURAL GROUND LINE IN APPROXIMATE POSITIONONLY & NO CLAIM CAN BE MADE FOR ANY DISCREPANCIESON SITE.
SUB-FLOOR AND FOUNDATION TRENCHESTO BE POISONED WITH"CLORODANE" SOLUTION IN ACCORDANCE WITH SANS CODES OFPRACTICE BY SPECIALIST.
NOTE: ALL DIMENSIONS - LEVELS ETC. ARE TO BE VERIFIED ON SITEPRIOR TO ANY WORK BEING PUT IN HAND AND TO REPORT ANYDECREPANCIES IMMEDIATELY TO THE ARCHITECTALL MATERIALS AND LABOR PRACTICE IS TO COMPLY WITH PART-BOF SANS 10400.AND NATIONAL BUILDING REGULATIONS
new roof and tiles to match existing
house at a min. pitch of 15Á with
aluminum gutters and downpipes
NEW PATIO
covered
CLIENTS SIGNATURE
DATE
CROSSMOOR
TEL./FAX. 031-4093357
MOBILE: 082 3227362
375 CROSSMOOR DRIVE
CHATSWORTH . DURBAN . 4092
PR.NO. ST-20559 (S.A.C.A.P) KZ-NIA (affiliate)
DRAWN
PROJECT NO
DRAWING NO
DATE
DESIGN
SCALE
r a j e s h
ASHARAM
A R C H I T E C T U R E
1:100/500
CHECKED
Author/ Architect
Drawing Title
R. ASHARAM
R. ASHARAM
PLANS/ ELEVATIONS
13 July 2012
Project
T
R
U
E
N
O
R
T
H
strong s
um
m
er win
ds
win
ter r
ain &
win
ds
s
u
n
r
i
s
e
s
u
n
s
e
t
Y. SEWPERSAD
existing concrete floor to patio to take
non-slip terra-cotta tiles
line of existing roof truss to lounge to remain,
remove eaves overhang & extend new roof
over patio with tiles to match existing house
at a min. pitch of 15Á with aluminium gutters
and down-pipes.
NEW PATIO
covered
D
001
EN-SUITE
PASSAGE
100mm concrete slab reinforced with
BRC mesh (ref 193) on plastic underlay
in well compacted soil.
230x700
tiled roof
existing roof
balau timber walkway
by specialists.
columns to detail.
tiled roof to match existing.
line of existing roof to lounge to remain,
remove eaves overhang & extend new
roof over patio with tiles to match
existing house at a min. pitch of 15Á
with aluminum gutters and down-pipes.
Roof tiles on 38x38 battens on 250
microns plastic underlay on
pre-fabricated trusses (gangnailed) on
114x38mm wall plates tied down at
least 8 courses into brickwork
Roof tiles on 38x38 battens on 250
microns plastic underlay on
pre-fabricated trusses (gangnailed) on
114x38mm wall plates tied down at
least 8 courses into brickwork
NOTES
Safety glazing to be in accordance with SANS 10400 code of practice - the
installation of glazing in buildings. Typical safety glazing materials are :
Toughened glass and laminated safety glass conforming to SANS 10400.
All Safety glass must be marked - if it is not marked, it is not safety glass
Where any bath enclosure or shower cubicle is constructed of glass, such
material must be glazed with safety glass.
existing concrete slab .
new 'french doors' with cottage
pane insets, plaster band surround,
painted with all details to comply
with 'meccema 1' general
design controls
existing concrete strip footings
new 75mm concrete (20mpa)with brc mesh
reinf. with screeds to fall with non-slip
terra-cotta tiles to match existing
Ï300mm conc. columns to match
existing building with cap and base.
existing 'marseilles tiled roof
existing 'marseilles tiled roof
existing 'marseilles tiled roof
existing roof and tiles to be re-adjusted
over new patio min. pitch of 15Á.
new powder-coated aluminum
'sliding doors' with cottage pane
insets, plaster band surround,
painted with all details to comply with
'meccema 1' general design controls
NOTE
All work and details to comply with
'MECCEMA 1' design and development
guidelines.
100.000
wall plate
102.850
LOT 204
R
Y
D
E
R
D
R
IV
E
existing sew
er pipe
CA
RT
GA
TE
C
LO
SE
s
ite
b
o
u
n
d
a
ry
1
3
5
0
0
s
i
t
e
b
o
u
n
d
a
r
y
3
6
5
0
0
s
i
t
e
b
o
u
n
d
a
r
y
4
3
5
0
site boundary 47000
site boundary 47000
s
ite
b
o
u
n
d
a
ry
1
3
5
0
0
site boundary 51000
existing sewer pipe
LOT 202
LOT 203
EXISTING
GARAGE AND
OUT BUILDING
r.e
r.e
r.e
EXISTING
DWELLING
P
R
O
P
O
S
E
D
D
R
I
V
E
W
A
Y
LOT 203
existing sew
er pipe
existing
tree
existing
tree
proposed work
proposed work
proposed work
existing driveway to be
demolished and re-located
as shown
existing
tree
existing
tree
proposed driveway to match
existing finish
1mįsoak away
1mįsoak away
101.500
98.500
98.300
99.500
100.000
laundry dry line area
2x visitor parking
7
5
0
0
b
u
i
l
d
i
n
g
l
i
n
e
7500 building line
3000 building line
3000 building line
100.000 top of
ground floor
wall plate 102.850
wall plate 102.850
100.000 top of ground floor
wall plate 102.850
100.000 top of ground floor
wall plate 102.850
100.000 top of
ground floor
W
001
W
004
D
002
D
001
W
001
W
002
D
001
W
001
W
002
D
004
W
008
NORTH WEST ELEVATION
existing roof and tiles to be
re-adjusted over new laundry
and entertainment area with
min. pitch of 15Á.
Roof tiles on 38x38 battens on 250
microns plastic underlay on
pre-fabricated trusses (gangnailed)
on 114x38mm wall plates tied
down at least 8 courses into
brickwork
new powder-coated aluminium 'sliding
doors' with cottage pane
insets, plaster band surround, painted
with all details to comply with
'meccema 1' general design controls
garden stub-wall with plaster-band
surround, painted with all details to
comply with 'meccema 1' general
design controls
position of satellite.existing chimney stack
100.000 top of ground floor
wall plate 102.850
D
003
W
006
W
007
W
009
W
003
existing
tree
KITCHEN
DINNING ROOM
GUEST
BEDROOM
EN-SUITE
LOUNGE
NEW ENTERTAINMENT AREA
BATHROOM
MASTER
BEDROOM
exist. bedroom to
new WALK IN
CUPBOARD
PATIO
BEDROOM
NEW LAUNDRY
folding / stack doors
15250
230
5820
2000
120
3750
230
120
25620
2410 230 5150 230 2760 230 3100 120 2910 120 4000 120 4030 230
19180
230
3280
1510
230
230
1370
5010
220
2610
1590
230
420
230
23240
410 3460 230 3810 330 3680
230
1790
440 3720 1160 230 5300 230230
PASSAGE
A
W
001
W
002
W
003
W
004
W
005
W
006
W
007
W
008
D
001
D
003
D
004
T
O
E
X
I
S
T
I
N
G
S
E
W
E
R
C
O
N
N
E
C
T
I
O
N
T
O
E
X
I
S
T
I
N
G
S
E
W
E
R
C
O
N
N
E
C
T
I
O
N
Ï300mm concrete column to
engineers detail
SEMI-COVERED
WALKWAY
NEW PATIO
GUEST W.C.
630
2580
B
B
Ï300mm concrete
column to engineers
detail
folding / stack window
folding / stack
window
Ï230mm concrete column
to engineers detail
exist columns
420
Ï300mm concrete
column to engineers
detail
r.e
r.e
EX. PATIO
NEW PATIO
stub wall
overhead beam
gully
gully
GROUND FLOOR PLAN
fit new sliding doors
and windows
exist. water feature
remove door and brick
up opening
fit new door
and make good
new 'french doors' with cottage pane
insets, plaster band surround, painted
with all details to comply with
'meccema 1' general design controls
window seat
D
002
exist columns
up
step up
existing rwdp
existing rwdp
existing rwdp
existing rwdp
existing rwdp
existing rwdp
W
009
410 2440 410 1510 4101510410
960
420
4500
420
2750
420
4240
530
1190
2000
1190
570
30041045004102780410
8820
Roof tiles on 38x38 battens on 250
microns plastic underlay on
pre-fabricated trusses (gangnailed) on
114x38mm wall plates
remove stub wall
A
NEW GAZEBO
stub wall
stub wall
1000
3000
SITE PLAN
scale 1 : 500
CLOSET
01/3
GROUND FLOOR PLAN
EXIST.GARAGE
NEW KITCHEN
NEW DINING
NEW LOUNGE
EXISTING LAUNDRY
21440
2880
22290
37006810
17440
2880
2000
1680
2400
1500
1200
470
600
2210
230
6080
230
2440
120
1000
120
1700
120
2680
230
2000
380
900
150
900
230
230
230347023050801201160230
2500
2080
420
2500
2080
420
10510
37006810
60015005509004205160420 150
230676019601330230
230
65024006506810
Ï300mm concrete
column to engineers
detail
Ï300mm concrete
column to engineers
detail
Ï300mm concrete
column to engineers
detail
Ï300mm concrete
column to engineers
detail
beam above
PATIO
open to sky
PATIO
5710
920
2000
6310
2500
2380
2500
1430
5710
920
10510
37006810
2301200250120082031090020015009901500200900310
21440
2000
10510
37006810
1800 650 1860 600 2500 600
420
Ï300mm concrete
column to engineers
detail
Ï300mm concrete
column to engineers
detail
Ï300mm concrete
column to engineers
detail
Ï300mm concrete
column to engineers
detail
beam above
beam above
beam above
new 'french doors' with cottage
pane insets, plaster band
surround, painted with all details
to comply with 'meccema 1'
general design controls
2080
420
1260
2400
4400
2500
2380
2500
2080
230
4430
120
6420
230
2000
2301200120239031201103120230
230120043409003803230230
6501860
420
3580
4000
3580
420
4000
21440
new 'french doors' with cottage
pane insets, plaster band surround,
painted with all details to comply
with 'meccema 1' general design
controls
FIRST FLOOR PLAN
250
1200
570
840
900
950
W
006
W
004
W
007
W
008
W
009
W
012
W
003
W
005
D
003
D
004
D
001
W
001
W
002
CAR-PORT below
remove wall
remove wall
remove wall
3170
420
4000
230
6310
1800
110
2100
230
690
230
D
002
1120
120
W
013
A A
rwdp
rwdp rwdp
rwdp
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420
COVERED WALKWAY
11780
PROPOSED ADDITIONS ANDALTERATIONS TO DWELLINGLOT 203 MT. EDGECOMBEAT10 RYDER DRIVEFORMR & MRS HARRIPERSADH
ON
CLIENTS SIGNATURE
DATE
CROSSMOOR
TEL./FAX. 031-4093357
MOBILE: 082 3227362
375 CROSSMOOR DRIVE
CHATSWORTH . DURBAN . 4092
PR.NO. ST-20559 (S.A.C.A.P) KZ-NIA (affiliate)
DRAWN
PROJECT NO
DRAWING NO
DATE
DESIGN
SCALE
r a j e s h
ASHARAM
A R C H I T E C T U R E
1:100
CHECKED
Author/ Architect
Drawing Title
R. ASHARAM
R. ASHARAM
PLANS
14:08:2012
Project
Y. SEWPERSAD
2420
5060
4080
420 5100 420 5120 420 300
420420
ENTRANCE
T
R
U
E
N
O
R
T
H
strong s
um
m
er win
ds
win
ter r
ain &
win
ds
s
u
n
r
i
s
e
s
u
n
s
e
t
CAR-PORT
double volume
beam above
beam above
EXIST. OUTBUILDING
GARAGE - 43.0 mĮ
STORE/ SERVANT - 58.19 mĮ
-----------------
TOTAL - 101.19 mĮ
PROPOSED WORK
GROUND FLOOR
STAIRWELL - 21.12 mĮ
CAR-PORT - 27.24 mĮ
-----------------
TOTAL - 48.36 mĮ
FIRST FLOOR
PATIOS - 30.64 mĮ
LOUNGE/ BEDROOM &
MASTER BEDROOM -100.41 mĮ
-----------------
TOTAL - 131.05 mĮ
EXIST. COVERAGE - 101.74 mĮ
NEW COVERAGE - 65.39 mĮ
-----------------
TOTAL - 167.13 mĮ
EXIST. F.A.R. - 58.19 mĮ
PROPOSED F.A.R. - 121.53 mĮ
-----------------
TOTAL F.A.R. - 179.72 mĮ
TOTAL F.A.R (OUTBUILDING &
MAIN BUILDING) - 444 mĮ
TOTAL COVERAGE (OUTBUILDING
& MAIN BUILDING) - 590.33 mĮ
4000
2500
12940
2000
SCHEDULE OF AREAS
SITE AREA 2 762 mĮ
ALLOWED COVERAGE 35% = 966.7 mĮ
ALLOWED F.A.R. 0.35 = 966.7 mĮ
EXISTING MAIN-BUILDING = 208.69 mĮ
PROPOSED WORK
LAUNDRY - 12.0 mĮ
ENTERTAINMENT AREA - 43.59 mĮ
PATIO TO LAUNDRY - 7.76 mĮ
PATIO TO MASTER BEDROOM - 11.64 mĮ
PATIO TO DINING & LOUNGE - 30.73 mĮ
NEW GAZEBO - 47.64 mĮ
-----------------
TOTAL -153.36 mĮ
EXIST. COVERAGE - 208.69 mĮ
PROPOSED COVERAGE - 153.36 mĮ
------------------
TOTAL COVERAGE - 362.05 mĮ
EXIST. F.A.R. - 208.69 mĮ
PROPOSED F.A.R. - 55.59 mĮ
------------------
TOTAL F.A.R. -264.28 mĮ
900
1500
003
2100
900620620
2150
W
004
W
006
1500
550
W
007
W
008
W
2100
2400
2850
450
2100
2400750
3150
1500
800800800
2400
W
005
3100
6501800650
W
001
1400
5702000
3130
570
W
002
2100
1500
3100
6501800650
2100
D
001
D
003
2100
2400750
3150
2100
2400
2850
450
D
002
2100
900620620
2150
1500
D
004
DO
OR
S
WIN
DO
W
MAIN-BUILDING SCHEDULE
1
2
3
4
567
1
2
3
4
111213 8910 567151617 14
2410
900
2400
02/3
MASTER BEDROOM
LOUNGE
BEDROOM 2
NEW ABLUTION
W
010
W
011
120
1400
balustrading at 1.05m high
tiles
tiles
2400
6401800640
900
2100
2100
1400
2000
1500
1500
1500 1200
1800
2400
1000
2500
1500
D
001
D
002
W
001
W
002
W
003
W
004
W
008
W
010
1200
600
W
011
W
012
6401800640
2100
W
005
1500
1200
W
009
D
003
D
004
W
006
W
007
1800
1800
W
013
WIN
DO
W
DO
OR
S
OUTBUILDING SCHEDULE
EN-SUITE
EN-SUITE
