Elevation 5 Elevation 6: South Elevation South Elevation
Elevation 5 Elevation 6: South Elevation South Elevation
000
7.000
6.000 Natural DOOR SCHEDULE
3D
Stone NUMBER DESCRIPTION QTY EXTERIOR SIZE
6.000 Cladding ELEVATION
5.000
750X2
D01 DOORWAY 1
100
5.000
1.000
8
0
W 8
0
W
100
Natural
S Finish floor level Stone
0.000 Cladding
Natural ground level 1 310X2
S Finish floor level D06 HINGED-PIVOT6 1
0.000 100 R IN
Natural ground level
000.1-
Door Schedule
( out building ) 110 and resistance
CHROMADEK IBRs ROOFING SHEETS (b) a combination of aerolite and reflective foil can also be used, provided CLIMATE Vanderbijlpark water absoption dpc
25mm screed
that the r-value of the combination is greater than 2.8mm ORIENTATION north 54 degrees
3.000 S Wall Plate DESIGN 24 hours/per days 7
(c) eco-insulation cellulose fibre ceiling insulation with a minimum thickness OCCUPANCY TIME/days per week
3.000 S Wall Plate of 115mm. NETT FLOOR AREA 256 sqm as per sans 10400 xa
note :
not in slab
CONDACTANCE 0.04 as per table 5 heating
2.000 S U/S Lintel Below less than 2.88mm. * CR-VALUE ALLOWED : 80 HOURS WITH R-VALUE 1.9
* CR-VALUE ACTUAL : 40 HOURS WITH R-VALUE 1.9
4
0
W 4
0
W
the design complies with sans ( 10400 xa 2011 ) (WALLS TO BE ENDORSE BY THE ENGINEER)
1.000 OCCUPANCY H4
dwelling house
( out building )
Natural
1.000 Stone
CLIMATE 2
double skin masonary with no cavity,
Natural WALL TYPE
plastered internal and exsternal
Stone Cladding R-VALUES OF 0.36
WALL TYPES
Cladding HOT WATER VESSELS conductivity thiness resistivity
15
0.33
0.03
Natural ground level r-values for vessels/tank ( as per 204 (4.5.2)) TOTAL 260
wall type copmplies with minimum total r-values
0.39
Exterior
ridge cap tiles
1972
sap grade 6 purlin on timber roof
top part and must be done
Internal surface to be plasted smooth to architects accounding to the architect
trusses to comply with part 'L' of
r-values of pipes 1 W01 900X1 200 PTT12 1,08
19
72
SABS 0400 ,07x38 SAP wall plate to manufacture's insulation
specification
approval.Finishing to fimishes schedule insulation
2. Lintel; Bed joint reinforced/Precast lintel to detail S WALL
,to comply with SANS 10400-K gulley
782
782
PLATE
cleaning eye
5389
PLASTER AND PAINT FINISH
3. Control joint; To engineer design.To comply with SANS S TO ACHITECT APPROVAL 6mm cypsum bord ceiling panels GLASS FIBRE GAUZE
WINDOW all joints fitted with standard H-profile 2 W04 1 800X900 PTT16 1,62
10400-k LEVEL cover strip finished against wall with BURGLAR BARS
4. Articulation joint; To engineer design to comply with 100mm coved cupsum cornice painted POSITION OF HINGES
FLY SCREEN FRAME
2125
SANS 10400 as per finishing schedule.provide FOR OPENING SASHES
600x600 standard metal trap door per
21
25
5. DPC
8.000
; minimum 375micron built in damp proof course ceiling
45mm RUBBER
255
under all walls at ground floor level,minimum 150mm POSITION OF SILICONE
TUBE
above natural ground level ,built into all window S Patio concrete casing F0R FIXED SURROUNDS
2 W05 2 100X900 PTT17 1,89
510
FINISH FLOOR dpc dpc
sills and around all openings ,door and windows exposed LEVEL
NG
7.000 S NG 150 HARDCORE FILLING 150 HARDCORE FILLING
L ALUMINIUM WINDOW SECTION
to rainwater.Guaranteeas agreed prior to work L concrete retaining wall
Scale 1:100
and foundation to 600 x 250 600 x 250 200 RC SLAB TO
6. Waterproofing; Top of parapert wall, top to free standing Engineers specification
foundation foundation ENGINEERS DETAILS
walls,cills
6.000 & ledge exposed to rainwater to be waterpro AND SPECIFICATION
-ofed by specialist to architects approval.Gaurantee as
600 x 250
foundation Sectin A- 3 W07 2 400X1 800 PTT20 4,32
Scale 1:100
agreed prior to work
5.000
7. Plastered coping; To detail, waterproofing by specilist
A Chimneys with traditional farm style angular
shapes are recommended with a minimum
extension of 1M above the roof level.
150
INT.
350
500mm to extend
2.000 S U/S Lintel Below FFL to interior
SILICONE SEALANT Concrete Screed
150 65
85
PLASTERED SILL
PLASTERED SILL
150
000.1-
East Elevation
200
on 255mm Reinforced
Concrete Slab
20 210
DETAIL OF BALUSTRADES
SCALE 1:50
3 720 4 270 4 030 2 310 3 950 3 890
3 280 3 830 3 584 1 980 3 510 2 780
firewall 500mm on both sides. 700X230MM CONCRETE FOUNDATION TO ALL NEW STRUCTURE WALLS.
FOUNDATION TO BE CONSTRUCTED IN CONCRETE HAVING COMPRESSIVE
STRENGTH OF MINIMUM 25MPA.
Www. gwbsagroup.co.za
FOUNDATION TO BE DONE SANS 2001-CM2 OR SANS 10400-H.
W05 penetrate the separation element -255mm NGL DAMP PROOF MEMBRANE
Remote Controlled rd
a
o
b
p
C
iltIn
u
B
COMPACTED HARDCORE FILLING
W07
dividing the space between the
be build to underside of the Roof Covering
W05 700x230mm RC
INSECTICIDE (ALDRIN/
CHLORDANE)
NATURAL
GROUND STRIP FOOTING REMOVE TOPSOIL AND OTHER
Porcelain Tiles TRENCHES TO BE VEGETATION MATTERS
1 901
1 461
COMPACTED TO
3 510
SH TYPICAL FOUNDATION
Doorway shall require a threshold
C
rd
b
p
o
a B
iltIn
u
Dining 3
0
D
Bathroom DETAIL
5 660
Porcelain Tiles r2
e
w
o
h
-S
b
u
T
1:25
6 570
P-1 Valve
3
0
D
SUPPORT
E4
10 980
ROOF NOTES
k
in
lS
va
O
3
0
D
FIBRE GLASS OR AT 345 C/C MAXIMUM WITH '410 SISALATION' TO MANURACTURE'S TILES
ALL TIMBER USED IN ROOF TO BE GRADE 6 OR HIGHER ON 114x38mm S.A PINE RAFTERS
4
0
D
MONOPITCH RIDGE METAL FLASHING AT 760mm C/C MAX WITH 152x38mm S.A PINE TIE BEAM
W04 AT 760mm C/C MAX WITH 114x38mm S.A PINE WALL PLATE
1 581
878
2x4mm ⌀ GALV WIRES BUILD 300mm INTO 5 COURSES OF TRUSSES
TRUSSES
Laminated Wood
3
0
D
OR UNDER BATTENS
4 371
TILTING
Plasma TV
2
0
D 1
0
D 2
0
D
114x38 ROOF
4 051
5
0
D
BRANDERINGS
TRUSSES
410
GUTTER
38x38mm SA CORNICE TO CLIENT CHOICE
6mm RHINOBOARD CEILING
/ EQUALLY APPROAVED
FASCIA BRANDERINGS ON 38x38mm S.A
220mm BRICK CORBELLING BRANDERINGS @ 450mm c/c
GLASS-WOOL THERMAL & ACOUSTIC CEILING
THICK 6mm RHINO BOARD INSULATION WITH A MINIMUM THICKNESS OF
115mm WITH AN R-VALUE OF 2,85
Laminated Wood BRICK WALL 220mm THICK CEILING ON 38x38mm
3 720
PLASTER
Living Area 22 BOLT OR
2001 EM1 22 WIRE TO ROOF
BOLT OR 0 GALVANIZED
Laminated Wood W08 W08 10mm THICK INTERNAL
2 224
1 790
granite
200
450
bracket
smoke shelf
750
concrete surface bed
ELEVATION