This document contains plans and elevations for proposed additions and alterations to an existing dwelling. It includes drawings showing the east, west, north and south elevations, as well as roof plans, sections and schedules. Dimensions are provided for new construction elements like a walk-in closet and en-suite bathroom. Material specifications and compliance with building regulations are noted.

1. EAST ELEVATION
NORTH ELEVATION SOUTH ELEVATION
MASTER BEDROOM
NEW WALK IN
CLOSET
BALCONY
NEW EN-SUITE
UP
KITCHEN
LOUNGE
BEDROOM 1
ENTRANCE
HALL
PATIO
DINING
BATHROOM
180 4830 90 2260 90 4620 180
1240 3000 1100 1800 1140 3000 1000
12262
1801807100180
3000101022502700770
13740
5580
18055801802140902353180
2250333022502020
630
3000
13740
1500630
1320180
180 2360 2510 180 1250 90 3890 180
2170 900 1200 1500
12260
1320 18090
180 7040 180 4670 180
1240 3000 4040 3000 1000
12262
1804940903500902750180
30006302250333018003690
13740
1801320
1500
180 2360 2510 180 1250 90 3890 180
1700 800 1260 1500
12260
1320 18090
800103089080015908001100
1801807100180
3000101022502700
13740
5580
291018002570
22504270
10003409106003650
Marseilles tiled roof
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
Marseilles tiled roof
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
Marseilles tiled roof
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
Marseilles tiled roof
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
30mm raised plaster coping
surround to inset to take
dry-stack rockwork to detail
1050m high wrought-iron
balustrading to architects
detail
1050m high wrought-iron
balustrading to architects
detail
30mm raised plaster coping
surround to inset to take
dry-stack rockwork to detail
30mm raised plaster coping
surround to inset to take
dry-stack rockwork to detail
30mm raised plaster coping
surround to inset to take
dry-stack rockwork to detail
30mm raised plaster coping
surround to inset to take
dry-stack rockwork to detail
1050m high wrought-iron
balustrading to architects
detail
1050m high wrought-iron
balustrading to architects
detail
W3
W4
W2
W1
W8W7
W6W5
D2
D2 D1
NGL
FFL
WALL PLATE LEVEL
700 X 230 700 X 230 700 X 230
WALL PLATE LEVEL WALL PLATE LEVEL
WALL PLATE LEVEL
WALL PLATE LEVEL
KITCHENBEDROOM 1
NEW WALK IN
CLOSET
NEW LOUNGE
Marseilles tiled roof
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
30mm raised plaster coping
surround to inset to take
dry-stack rockwork to detail
100mm concrete slab reinforced with
BRC mesh (ref 193) on plastic underlay
in well compacted soil.
A A
TOP OF SLAB
archarch
concrete slab to engineers
detail
WEST ELEVATION
SECTION A-A
GROUND STOREY FIRST STOREY
ROOF PLAN
shower
bidet
w.c
w.h.b w.h.b
REVISIONS
DATE NO. REVISION
OWNER'S SIGNATURE
01 of 02
PLANS & ELEVATIONS
STUDIOWORK III
PROPOSED ADDITIONS AND ALTERATIONS
TO EXISTING DWELLING
KNY12
06 OCT 2014
PROJECT TITLE
DRAWING TITLE
PROJECT No. DRAWING No.
SCALE DATE DESIGNED/DRAWN
1:100 Y.SEWPERSAD
THIS DRAWING IS THE COPYRIGHT INTERLECTUAL
PROPERTY OF URIEL CHRISTOPHER ARCHITECTS CC.
AND MAY NOT BE COPIED, SHARED OR REPRODUCED
WITHOUT THE WRITTEN CONSENT.
A A
gully
ie
gully
ie
re3
ie
re2iere1
MH
to municipal
sewer
TOP OF SLAB
TOP OF SLAB
TOP OF SLAB
TOP OF SLAB
NGL
FFL
NGL
FFL
NGL
FFL
NGL
FFL
3670
1100

2. SCHEDULE OF AREAS
GROUND FLOOR
Living Areas
Patios
FIRST FLOOR
Living Areas
Patios
37 sq.m.
37 sq.m.
137 sq.m.
143 sq.m.
Stair well 6 sq.m.
Total
Total
180 sq.m.
180 sq.m.
PROPOSED F.A.R
PROPOSED COVERAGE
PROPOSED WORK
TOTAL PROPOSED WORK
N/A.
N/A.
360 sq.m.
1500
1500
750750
2250
2100
F.F.L
1000
1500
750750
1800
2100
F.F.L
800
1900
F.F.L
2100
F.F.L
1500 1500
3000
2100
2100
900
WINDOW NO.
FRAME
DIAGRAM
25 MICRONS NATURAL ANNODIZED
ALUMINUM FRAME.
GLAZING
25 MICRONS NATURAL
ANNODIZED ALUMINUM
FRAME.
4mm CLEAR FLOAT GLASS. 4mm CLEAR
FLOAT GLASS.
NOTE
GLAZING TO COMPLY WITH SANS 10400, PART N.
25 MICRONS NATURAL ANNODIZED
ALUMINUM FRAME.
4mm CLEAR FLOAT GLASS.
25 MICRONS NATURAL ANNODIZED
ALUMINUM FRAME.
No glazing
DOOR NO.
FRAME
DIAGRAM
GLAZING
IRONMONGERY
SCHEDULE
WINDOWDOOR
25 MICRONS NATURAL ANNODIZED
ALUMINUM FRAME.
6.5mm FIXED TOUGHENED SAFETY GLASS.
WINDOW 5,6,7 & 8 WINDOW 1 & 4 WINDOW 2 & 3
1,2. 3.- ALL STANDARD INTERNAL DOORS
steel bearing hinge
rose
case and strike plate (double cylinder)
escutcheons
cam action overhead door closers, with
adjustable closing speed, latch action, back
check and delayed action
square corner kick plate
and bottom of one leaf
stainless steel bearing hinge
rose
case and strike plate (double cylinder)
escutcheons
cam action overhead door closers, with
adjustable closing speed, latch action, back
check and delayed action
square corner kick plate
top and bottom of one leaf.
F.F.L
wc
basin
bidet
ie
re3
vp
ie
vp
wc
ie
gully
ie
shower
re2
ie
gully
1:60 gradient
1:60 gradient
sink
re1
2
REVISIONS
DATE NO. REVISION
OWNER'S SIGNATURE
STUDIOWORK III
PROPOSED ADDITIONS AND ALTERATIONS
TO EXISTING DWELLING
PROJECT TITLE
DRAWING TITLE
PROJECT No. DRAWING No.
SCALE DATE DESIGNED/DRAWN
Y.SEWPERSAD
THIS DRAWING IS THE COPYRIGHT INTERLECTUAL
PROPERTY OF URIEL CHRISTOPHER ARCHITECTS CC.
AND MAY NOT BE COPIED, SHARED OR REPRODUCED
WITHOUT THE WRITTEN CONSENT.
NOTES IN RESPECT OF S.A. STANDARD CODE OF PRACTICE FOR THE
APPLICATION OF THE NATIONAL BUILDING REGULATIONS (N.B.R.) SANS
10400
PART D - PUBLIC SAFETY
ALL BALUSTRADES TO COMPLY WITH PART DD2
PART M - STAIRWAYS
DIMENSIONS OF STAIRWAYS TO BE IN ACCORDANCE WITH MM2 &
BALUSTRADES TO COMPLY WITH MM3
PART N - GLAZING
ALL GLAZING TO COMPLY WITH PART N-N.B.R.
PART 0 - LIGHTING AND VENTILATION
ALL AREAS TO BE ARTIFICIALLY LIT IN COMPLIANCE WITH 006, OFFICES &
OTHER HABITAL ROOMS MIN. 350lux, TOILETS 160lux
ALL AREAS TO BE MECHANICALLY VENTILATED IN ACCORDANCE WITH
007 - FRESH AIR TO BE SUPPLIED AT A RATE OF 7,5l/s/p & TO
BE UNIFORMALLY DISTRIBUTED THROUGHOUT HABITAL AREAS.
AIR VELOCITY NOT TO EXCEED 0,5m/s TO OFFICES & SHOPS
PART S - FACILITIES FOR DISABLED PERSONS
RAMPS TO BE PROVIDED IN ACCORDANCE WITH SS2
TOILET FACILITIES TO BE PROVIDED IN ACCORDANCE WITH SS5
PARKING BAYS TO COMPLY WITH SS8
SIGNAGE TO COMPLY WITH SS9
PART U - REFUSE DISPOSAL
REFUSE AREA TO BE CONSTRUCTED & PROVIDED WITH HOSE,
BIBTAP & SUMP
PART T - FIRE PROTECTION
OCCUPANCY CLASSIFICATION TO COMPLY WITH B2 &F2
ALL MATERIALS TO COMPLY WITH TT5
ALL STRUCTURAL ELEMENTS AND COMPONENTS TO COMPLY WITH TT7.
LL OPENINGS TO BE PROTECTED IN COMPLIANCE WITH TT10
ALL ACCESS DOORS TO EMERGENCY ROUTES TO BE SABS CLASS B
2 HOUR RATED. DOORS FIT WITH SELF-CLOSING DEVICE TT10.4 & LOCKS IN
ACCORDANCE WITH TT19.9.
ALL CEILING MATERIALS TO COMPLY WITH TT13
ALL FLOOR COVERINGS TO COMPLY WITH TT14
ALL WALL FINISHES TO COMPLY WITH TT15
LOCKS TO ESCAPE AND ACCESS DOORS TO COMPLY WITH TT19.9
STAIRWAYS FORMING ESCAPE ROUTES TO COMPLY WITH TT23
ALL OPENINGS IN FLOORS TO COMPLY WITH TT26
SIGNAGE TO BE PROVIDED IN ACCORDANCE WITH TT29,TT32, TT55.4 & TT55.5
EMERGENCY ROUTES TO BE LIT IN ACCORDANCE WITH TT30 - DESIGNED BY
PROF. ENGINEER & CERTIFIED ON COMPLETION
FIR DETECTION AND ALARM SYSTEM TO BE PROVIDED IN ACCORDANCE WITH
TT31 - TO BE CERTIFIED BY PROFESSIONAL
SPRINKLER SYSTEM TO BE PROVIDED IN ACCORDANCE WITH TT33/36
FIRE RETICULATION TO COMPLY WITH TT33 & WW5
HYDRANTS TO BE PROVIDED IN ACCORDANCE WITH TT35
PORTABLE FIRE EXTINGUISHES TO BE PROVIDED IN ACCORDANCE WITH
TT37
ANY ACCESSIBLE CONCEALED SPACE WITH A MAX. DIMENSION OF
5M TO BE FIRE STOPPED IN ACCORDANCE WITH TT39
SERVICE PIPES, CONDUITS AND SLEEVES TO COMPLY WITH TT41
OCCUPANCY : OFFICE - G1
STORAGE - J3
FIRE HOSE REELS TO COMPLY WITH TT37
25mm dia. WATER SUPPLY TO ALL FIRE PROTECTION COMPONENTS
3% ROOF VENTILATION TO BE PROVIDED TO N.B.R.
MAX. HEIGHT OF STORAGE = 3M
DRAINAGE NOTES
- ALL WORK IS TO COMPLY TO SANS 10400
- HEAD OF DRAIN IS TO BE VENTED
- ANY DAMAGED FITTINGS TO BE REPLACED
- ALL GULLEY 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 UPVC RIBBED PTPE
- ANCHOR BLOCKS TO BE USED WHEN
GRADIENTS EXCEED 1:5
FLASHING TO COMPLY WITH PART LL5.2
TWO COURES OF BRICKWORK TO BE REINFORCED
WITH BRICKFORCE BELOW WALL PLATE LEVEL, ABOVE
WINDOW HEAD HEIGHT & BELOW WINDOW CILL 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 CENTRES BOTH WAYS.
375 mic DPC TO BE PROVIDED TO WALLS AT SLAB
LEVEL AND UNDER ALL CILLS.
CONTRACTOR 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
IMMEDIATELY.
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.
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 LABOUR PRACTICE IS TO COMPLY WITH PART-B OF SANS
10400 AND NATIONAL BUILDING REGULATIONS.THIS DRAWING
OR ANY PORTION THEREOF IS RESERVED BY THE ARCHITECT AND
MUST NOTBE RE-PRODUCED IN ANY FORM WITHOUT CONSENT
SUB-FLOOR AND FOUNDATION TRENCHES TO
BE POISONED WITH "CLORODANE" SOLUTION
IN ACCORDANCE WITH SABS CODES OF
PRACTICE BY SPECIALIST.
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 WILLBE PERMITTED.
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/CONTACTORIS 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.
Marseilles tiled roof
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
30mm raised plaster coping
surround to inset to take
dry-stack rockwork to detail
Marseilles tiled roof
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
30mm raised plaster coping
surround to inset to take
dry-stack rockwork to detail
TOP OF SLAB TOP OF SLAB
NGL
FFL
NGL
FFL
02 of 02
SEWER & SCHEDULES
KNY12
06 OCT 20141:100 Y.SEWPERSAD
NORTH ELEVATION EAST ELEVATION