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Elevation 5 Elevation 6: South Elevation South Elevation

The document contains a detailed door schedule and building specifications, including dimensions, quantities, and materials for various doors and roofing systems. It outlines compliance with thermal resistivity standards as per SANS regulations, emphasizing insulation requirements and construction details. Additionally, it provides information on wall types, finishes, and general notes for construction adherence.

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politekhoza7
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© © All Rights Reserved
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0% found this document useful (0 votes)
151 views1 page

Elevation 5 Elevation 6: South Elevation South Elevation

The document contains a detailed door schedule and building specifications, including dimensions, quantities, and materials for various doors and roofing systems. It outlines compliance with thermal resistivity standards as per SANS regulations, emphasizing insulation requirements and construction details. Additionally, it provides information on wall types, finishes, and general notes for construction adherence.

Uploaded by

politekhoza7
Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
Available Formats
Download as PDF, TXT or read online on Scribd
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7.

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

4.000 CONCRETE ROOFING TILES/ 800X2


D02 HINGED-DOOR P04 2
CHROMADEK IBRs ROOFING SHEETS 100 R IN
4.000

3.000 S Wall Plate


800X2
D03 HINGED-DOOR P04 4
100 L IN
3.000 S Wall Plate Plaster and Paint
S Window&door level
2.000 S U/S Lintel Below
S
Plaster and Paint Plaster and Paint 1 500X2
Window&door level 5
0
W

D04 SLIDER-DOOR P04 1


100 R IN
2.000
5
0
W

S U/S Lintel Below

1.000 Plaster and Paint


2 900X2
D05 GARAGE-RERERE 1
7
0
W

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-

000.1- 8.000 South Elevation ROOF ASSEMBLY THERMAL RESISTIVITY


D07
HINGED-
ALUPROF_MB-
86_DRZWI_PANELOW
1
1 000X2
100 R IN
8.000
South Elevation ( ROOF TO BE ENDOSE BY THE ENGINEER )
ACCORDING TO SANS 10400 AND 204 THE MINIMUM TRERMAL
RESISTIVITY VALUE IS AS FOLLOWS
E_009_S-0458

3+2 DR. BIFOLD- 4 380X2


D08 1
7.000 CLAY TILES WITH CIELING BELOW RAFTERS GLASS PANEL 100 L/R
Chimneys with traditional farm style angular total required
7.000 Roofs:notes
Charcoal corrugated pattern direction
shapes are recommended with a minimum CLIMATE ZONE resistivity
Roofs: Charcoal corrugated pattern chromadek sheeting or equal approved r ( m.kw )
extension of 1M above the roof level. BRAAI PLACE COVERED BY ontotal
76x50 purlinsis
tocombination
manufactures spacing
chromadek sheeting or equal approved
DECORATING WALL attached to External Finish Smooth Plaster and r-value
on 76x50 purlins to manufactures spacing 6.000 NATURAL CLADDING STONES spec. on treated
of roof assemblyS.A. and
Pine insulation
trusses, all ZONE 2
Roofs: Charcoal Paint Finished
corrugated pattern with Plascon Plascon r/c roof slabs to engineers details.to done to eng's detail at 6deg pitch at max. 3.2 UP
6.000 spec. on treated S.A. Pine trusses, all Main house wall r-value
chromadek sheeting or equal approved c/s all of roof and ceiling material
done to eng's detail at 6deg pitch at max.
900 c/s all to be designed and certified by
professional engineer. Insulation to spec
Fresh Linen Y3 - E2 -3Colour Paint.
on 76x50 purlins to manufactures spacing
spec. on treated S.A. Pine trusses, all Elevation 6
be waterproofed with torch on 4mm
w.p.m and screeded to fall to full
bore outlets to engineers details
Gutters must be coloured to match
the colour palette of the building.
900
professional
to be
calculations,
designed
concrete
engineer.
plaster board ceiling
and certified
tiles and
Insulation to spec
by
0.40

r/c roof slabs to engineers details.to


be waterproofed with torch on 4mm
5.000 Elevation 5 5.000
BRAAI PLACE COVERED BY
NATURAL CLADDING STONES
done to eng's detail at 6deg pitch at max.
900 c/s all to be designed and certified by
professional engineer. Insulation to spec
r/c roof slabs to engineers details.to
be waterproofed with torch on 4mm
w.p.m and screeded to fall to full
minimun r-value of added
thermal resistivity for
required insulation
2.80
TO ACHIEVE THE RESISTIVITY OF 2.08
ONE OF THE FOLLOWING IS RECOMMENDED
w.p.m and screeded to fall to full bore outlets to engineers details SHOULD BE SAFETY GLASS
4.000
bore outlets to engineers details CONCRETE ROOFING TILES/ CONCRETE ROOFING TILES/ (a) pink aerolite, glsswool,thermal and accoustic ceiling insulation with
4.000 minimum
BUILDING DETAILS
CALCULATION AS PER SANS 10400 XA & SANS 204
FLOOR ( SANS 10400 J 2010 )
paint and plaster
CHROMADEK IBRs ROOFING SHEETS CONCRETE ROOFING TILES/ CHROMADEK IBRs ROOFING SHEETS thickness of 115mm and r-value of 2.88minimum. OCCUPANCY H4 dwelling house
insulation r-values
r-value not less than
internal and external

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

Plaster and Paint Plaster and Paint note : SOALR HEAT


of sans 10400 xa
FOUNDATION
Plaster and Paint S Window&door level
above 3 points are only recommendations and insulation can be used.
GAIN
CONDACTANCE
0.12 as per table 5
of sans 10400 xa
INSULATION DETAIL
S Window&door level 2.000 S U/S Lintel Below given that the thrmal resistivity of the material to be used is not ( SHGC ) GENERAL NOTES
* NOT IN SLAB 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

conclusion : EXTERNAL WALL CALCULATIONS


CALCULATION AS PER SANS 10400 XA & SANS 204
7
0
W
7
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

Plaster and Paint 0.000


S Finish floor level
EXSTERNAL
PLASTER
( w/nk )
0.6
( mm )
15
( m/kw )
0.03
S Finish floor level BRICKWORK
0.000 Natural ground level minimum requirements 1.0 INTERNAL
PLASTER
0.7
0.6
230

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

CONCLUTION requiremet of 0.35 for external wall


as per sans 204 & sans 10400 xa

000.1- CONCLUTIONS "marley ludlow" or e.a. concrete roof


tiles on 38x38mm s.a.p. batterns at
340mm c/c maximum with roof underlay,
000.1- tapered ridge tiles fixed with edge
bedding only with mortar pointed at

East Elevation dwelling to be privided with 200l hot water


tank(geyser) to comply with sans 10254.
solar panels to be installed by specialists
right angle to roof plane
distance from top battern to rafter
apex not to exceed 25mm
opening between top courses of tiles

to comply with sans 10400

West Elevation 115 l


HOT WATER SYSTEM
assumed daily hot water consumption
6 per day no. of person
920 l assumed daily hot water consumption
All roof truesses to be tied down 8 334.88 kl assumed annual hot water consumption
WALLS FINISHING 6.4mm Herculite ceiling fixed to u course below wall plate with hoop WINDOW SCHEDULE
and side of 38x38 brandering with iron strips to eng details concrete 460 l 50% of daily hot water consumption AREA,
Exterior Elevation Left 1. Masonry wall;Collar-jointed,clay stock bricks wall
Bricks selected to architect & Engineering approval
H-section cover strips

Exterior
ridge cap tiles

Elevation Right INSULATION REQUIREMENTS QTY NUMBER


3D
EXTERIOR SIZE DESCRIPTION
STANDA
RD (SQ
and to be consistent fro entire project A B C ROOF SHEETING (CHROMADECK)
ELEVATION
PRE-FABRICATED TIMBER ROOF
inter diameter of M)
To comply with SANS 10400-K. Extenal surface (where APE TO THE ENGINEER DETAILS AND
SPECIFICATION
less than 80mm
S
hot water services
not shown as plaster)to be flush jointed to architect XCOUPLING IS 110x110 and the Double roman concrete roof tiles
second part is 110x340 the pitch 20,colour to spec,on 38x38
approval and finished to finishes schedule. minimum requirements2.0 (addditional insulation

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.

4.000 Natural Stone


Cladding 2 W08 900X1 800 PTT32 1,62
INVERT LEVEL
= 450MM
3.000
150

150

S Wall Plate Plaster and Paint


GROUND LINE
Wooden Door Frame Balcony
EXT TOTALS
Interior
Porch / Covered Patio
19,0
:
285

INT.
350

S Window&door level 12mm Steel Weather Bar Water Proofing


30x25mm PLASTER DRIP
800

500mm to extend
2.000 S U/S Lintel Below FFL to interior
SILICONE SEALANT Concrete Screed
150 65

85

RE-INF. CONC.SLAB Laid to1:16 fall


TO ENGINEER'S SPEC.
SILICONE SEALANT
300

PLASTERED SILL
PLASTERED SILL
150

1.000 LINE OF PLASTER 375micron STEPPED DPC Window / Door Detail at


220mm BRICK WALL
DETAIL SECTION OF DISH GULLEY Level Change Client Name
0.000 S Finish floor level
Natural ground level Plaster and Paint
r/c roof slabs to engineers details.to
be waterproofed with torch WINDOW
on 4mm
w.p.m and screeded to fall to full
bore outlets to engineers details
SILL DETAIL
SCALE 1 : 20
Natural Stone
Cladding
30mm ⌀ Circular steel baluster welded 1000mm High Stainless Steel Balustrades_
Window Schedule Sam Mogale
to metal deck plate bolted to tile and to comply with SANS 10400
RC Concrete Stair Tread Stainless Steel Hand rail

000.1-
East Elevation
200

Porcelain Tile Fl. Finish


2 000
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

To comply with SANS 10400 - T 2011 GWBSA GROUP PTY LTD


Reg no : 2018/542140/07
FOUNDATION NOTES:

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.

10mm INTERNAL PLASTER


info@gwbsagroup.co.za
No combustible roof component shall 10mm EXTERNAL
PLASTER
220mm SKIRTING TO MATCH FLOOR
THICK FINISH
Laminated Wood

BRICK WALL 30mm SAND CEMENT SCREED


DAMP PROOF 000mm FFL 85mm SURFACEBED
COURSE 25mm SAND BUILDING

Timber Sectional Doors 7


0
D

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

B Non Slip garage and habitable room 95% MOD AND


POISONED FOR
TERMITES
Y8-GF2 @ 200mm C/C

4 x Y12-GF STEEL REINFORCEMENT


220mm Firewall between Garage

(CUT TO FIT WITH THE LAP OF 40⌀)


W04
3 180

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

E8 of not less than 10mm


n
8
tio
vaE
le

E2 17 205 W01 WHB


Isolation WINDOW/DOOR OPENING 6.
n
Lf rio
lva E
xte

P-1 Valve
3
0
D

SUPPORT
E4
10 980

ROOF NOTES
k
in
lS
va
O

CONCRETE ROOF TILES TO MANUFACTURE'S SPECIFICATIONS


R
h
n
g rio
lva E
xte

P-1 1:25 AT 26°PITCH ON 38x38mm S.A PINE BATTERNS CONCRETE ROOF


ckD
riT B
dn
g
te
aE
lo

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

ROOF SHEETING (CHROMADECK) 114x38mm ROOF


1 655 TILE/ EQUALLY ALL WEB MEMBERS TO BE 114x38mm S.A PINE GRADE SIX 114x38mm ROOF

878
2x4mm ⌀ GALV WIRES BUILD 300mm INTO 5 COURSES OF TRUSSES
TRUSSES
Laminated Wood

3
0
D

APPROVED 50 'ISOTHERM' MINERAL WOOL INSULATION


BRICKWORK
38x38mm PINE BATTERNS
PVC SHEETING OVER PVC SHEETING OVER AT 345 C/C MAXIMUM
50x38mm
Lounge

OR UNDER BATTENS
4 371

OR UNDER BATTENS 152x38mm TIE BEAM


owners choice

TILTING
Plasma TV

152x32mm TIE BEAM


Tiles

2
0
D 1
0
D 2
0
D

W07 (CEILING JOIST) (CEILING JOIST)


BATTEN 114x38 ROOF
50x38mmTILTING BATTERN

114x38 ROOF
4 051

TRUSSES 38x38mm S.A


11 061

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

10mm THICK BRICK WALL CORNICE TO SA BRANDERINGS 50 50 2x4mm ⌀ GALV WIRES


INTO
BUILDBRICKWORK
AT 450mm C/C
6
0
D

EXTERNAL CLIENT CHOICE/ 152x38 TIE BEAM 10mm THICK INTERNAL


10mm THICK EXTERNAL
PLASTER TO SANS 152x38 TIE BEAM DOUBLE GALVANIZED EQUALLY APPROVED PLASTER
5 430
5 040

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

0 GALVANIZED 10mm THICK METAL NAILING


PLASTER
160,4 sq m METAL NAILING EXTERNAL PLATE
PLATE PLASTER GLASS NOTES
TYPICAL EAVE'S MONO-PITCHED ROOF & FIBRE * ALL GLASS PANELS IN DOOR MUST BE SAFETY GLASS UNLESS SMALL THAN 1m2
MONO-PITCHED ROOF AND 6mm THICK.
W07
DETAIL GLASS MEMBRANE TO WALL
HIGHEST POINT DETAIL * MARKERS MUST BE PLACED ON GLASS PANELS WHERE IT IS POSSIBLE THAT A

1:25 1:25 PERSON MAY NOT SEE THE GLASS


1:25 * ALL GLASS PANELS 300mm AND LOWER TO FLOOR LEVEL SHOULD BE SAFEY GLASS
8
0
D

ROOF NOTES: SHEETING: UP TO THE FIRST HORIZON MULLION


0.6mm PROFILE CORRULGATED ZINCALUME, CHROMADECK CHARCOAL GREY FITTED SAFINTRA SAFLOCK 700 COLOURPLUS SLATE/CHROMADEK DARK DOLPHIN * ALL GLASS PANELS IN SHOPFRONT 1m2 AND BIGGER SHOULD BE SAFETY GLASS.
STRICTLY ACCORDING TO THE MANUFACTURERS SPECIFICATION AT 15° AS INDICATED 15° ROOF PITCH STEEL SHEET TO SANS9364/14788. OR CONCRETE
ON 38x38mm SA PINE OR PURLINS AT 750m C/C, ON 114x38mm SA PINE ROOF TILE TO SANS 542 OR CLAY ROOF TILE TO SANS 632.
BEAMS AS PER ENGINEERS DESIGN AND SPECIFICATION, ON 114mmX38mm SA ROOF FASTENERS OF CORROSION RESISTANCE TO SANS1273.
PINE WALLPLATE (GRADE 8) TIED WITH 4mm ROOFTIES WHICH IS BUILT INTO GUTTERS:
BRICKWORK FOR MINIMUM OF 8 LAYERS. 6mm GYPSUM CEILING BOARDS ON ALUMINUM PRE-COATED (COLOUR TO MATCH ROOF COLOUR).
38x38mm BATTENS FIXED TO BEAMS WITH 100mm ALUTHERM INSOLATION ABOVE.

3 280 3 830 2 410 3 550 4 470 3 670


INVERTED BOX RIB OR IBR: CONCEALED FIX: CONCEALED FIXING CLIPS:
IBR TO BE APPLIED IF DESIGNED ROOF THE CONCEALED FIX WORK WITH A CLIP SYSTEM ROOF SHEETING TO BE FIXED TO THE PURLINS moulding
3 720 4 270 2 830 4 010 4 580 4 000 IS WITHIN SLOPE RANGING FROM 5° TO WHERE THERE ARE NO VISIBLE SCREWS ON THE USING CLIP SYSTEM. ROOF SHEETING TO COVER surround
E9 50° UNLESS OTHERWISE SPECIFIED OR SHEETS AND TO BE APPLIED TO THE LOW PITCHED THE CLIPS COMPLETELY. NO ROOFSHEET TO BE
4xY8 TOP STEEL 4xY8 TOP STEEL
APPROVED BY THE DESIGN ENGINEER. ROOFS. CONCEALED FIX SHEETING TO BE PROLOK, PIERCED WITH ANY NAIL OR SCREWS.
THICKNESS TO BE BETWEEN 0.4mm TO ENGINEER TO APPROVE THE FIXING METHOD BY REINFORCEMENT REINFORCEMENT Braai
ULTRALOK, KLIPLOK, KLIPTITE, SAFLOK AND place
0.5mm, 0.58mm OR 0.8mm. BROWNBUILT. THE INSTALLATION CONTRACTOR.
4xY8 BOTTOM STEEL OR 4xY8 BOTTOM STEEL unit
THICKNESS TO BE APPROVED BY AN THE CHOICE OF THE MATERIAL IS SUBJECTED TO
ENGINEER. ENGINEER'S APPROVAL. REINFORCEMENT REINFORCEMENT

FABRICATED CONCRETE FABRICATED CONCRETE flue liner

Floor Plan LINTEL/BEAM LINTEL/BEAM

granite
200

450
bracket
smoke shelf

750
concrete surface bed

ELEVATION

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