Download - WATSONIA - Knysna
17.5°pitch 17.5°pitch
NEWKITCHEN
NEWDINNING
NEWLIVING ROOM
NEWDOUBLE GARAGE
NEWKITCHEN
NEWSTOEP
SECTION A-AScale 1:100
SECTION B-BScale 1:100
NEWWATERTANKSTORE
23
30
27
55
22
45
20
95
23
52
10
05
55
74
00
17
02
65
5
RETAINING WALL (SECTIONAL DIAGRAM)
SCALE 1:25
DETAIL A
to engineers specification
14100
0 3650 150 6500 150 3500 150
110
50
19
50
15
03
80
01
50
25
00
15
01
50
01
50
25
00
15
0
18
00
65
00
15
04
10
01
95
0
112
00
14100
150 6950 150 1000 3750 150 1800
W 101
W 201
W 102
W 301
W 302
W 202
W 203
D 101
D 102
D 201
D 202
D 203
SD102
SD103
SD104
SD101
D 103
AA
B
B
150
NEWBEDROOM 2tile (to client spec)
NEWKITCHENtile (to client spec)
NEWDINNINGtile (to client spec)
NEWLIVING ROOMtile (to client spec)
NEWBEDROOM 1tile (to client spec)
NEWDOUBLE GARAGEpolished concrete(to client specifications)
NEWSTOEP
EXISTINGDWELLING
GROUND FLOOR PLANScale 1:100
500
RE
IE
to municipalmanhole
NEWBATHROOMtile (to client spec)
B
B
WATER TANKSTOREfloated concrete
21
80
14100
150 13800 150
980 2710 330 2715 330 2710 330 3695
17
00
33
0
LOWER GROUND PLANScale 1:100
15
01
50
NEW DECK
15
0
SITE PLANScale 1:200
NW
SWSE
NE
S
W
E
N
ERF 106
WATSONIA AVENUE
ERF 107
ERF 91
ERF 90
4.5m building line
2m building line
2m
build
ing li
ne
2m
build
ing li
ne
1.8 m high fence
1000
17.5°pitch
17.5°pitch
EXISTING DWELLING
P.P284
RE
IE
BO
UN
DA
RY
LIN
E
BOUNDARY LINE
BO
UN
DA
RY
LIN
E
1.8 m high fence
1.8
m h
igh fence
BOUNDARY LINE
park
ing
park
ing
park
ing
park
ing
gate
1.8
m h
igh fence
900
90
0
W2
1500
90
0
W1
1800
12
00
1800
21
00
W3 SD1
WINDOW SCHEDULESCALE 1:50
TYPICAL FOUNDATION DETAIL OF AN INTERNAL 150mm WALL
DPC
17
0
SCALE 1:20
1
1
150
600
PROVIDE BRICKFORCE
85mm FLOOR WITH REF193 MESH20mm BELOW TOP OF 25MPa SLAB.
CONDUITS AND PIPING TO BEPLACED UNDER MESH.
DPC OR SIMILAR ONSELECTED MATERIAL COMPACTED
TO 93% MOD AASHTO
ROOF DETAILSCALE 1:20
DETAIL C
TYPICAL SECTIONSCALE 1:25
max 2500m
ax
18
00
min
1000
TYPICAL SECTION OFBALUSTRADE
(AS PER ENGINEERS SPECIFICATIONS
AND DETAIL)
SCALE 1:25
100
100m
in 1
000
TYPICAL ELEVATIONOF BALUSTRADE
(AS PER ENGINEERS SPECIFICATIONS
AND DETAIL)
SCALE 1:25
max 1500
SCALE
DRAWN
DRAWING NO.
DATE
CHECKED
REVISION
HLEHLE
N O T E S
ALL RELEVANT DETAILS, LEVELS ANDDIMENSIONS TO BE CHECKED ON SITEPRIOR TO COMMENCEMENT OF WORK.THE ARCHITECT ACCEPTS NO RESPONSIBILTYFOR ERRORS RESULTING FROM MISINTERPRETATION OF THE DRAWINGS.ALL DIMENSIONS ARE GIVEN IN MILLIMETERS
GENERAL SPECIFICATIONS :
FEBRUARY 2020
PROJECT
DRAWING
SIGNATURE OF ARCHITECT : HENRY ERASMUS
P.O. BOX 843, KNYSNA, 6570CELL. : 082 657 111 5FAX. : 086 5135 840
E-MAIL : [email protected]
SIGNATURE OWNER : MR & MRS MARK ROBERTS
Pr. Arch. DraughtReg. no. D1444
HENRY ERASMUS' ARCHITECTURAL DRAUGHTING SERVICES (H.E.A.D.S.)
1:100/1:200
HK 699-01-A0 0
PROPERTY OF THE DRAUGHTSPERSON
FLOOR PLANS,SECTIONS,DETAIL
& SITE PLAN
ADDITIONSON ERF 106,
BRENTON, KNYSNA
AREAS
85mm surface bedto engineers detailon max 150mm thicklayers of compact fill
800x230foundation
800x230foundation
800x230foundation
800x230foundation
retainingwall toengineersspec
800x230foundation
85mm surface bed onmax 150mm thicklayers of compact fill
8m high restriction
Perforated Drain Pipe
Filling to be supported
Hardcore
Surcharge
Natural angle
Retaining wall
250x800 Reinforcedconcrete foundationto engineer detail
Compacted fill
Waterproofing by specialist
Site areaExisting area
new dwellingnew water storage
footprintcoverage
: 1180m2
: 155.6m2
: 115.8m2
: 30m2
: 193.6m2
: 16.4 %
NOTE:
1. ATTACH JOISTS TO BEARERS,
JOISTS TO BRICKWALLS AND BEARERS TOWALLS WITH 1,6mm HOT DIPPED GALVANIZEDSTANDARD TRUSS HANGERS.
2. USE ONLY BRASS RING SHANK NAILSAND GALVANIZED BOLTS TO FIT DIAMETER OFHOLES PROVIDED IN HANGERS.
TIMBER.
1. TIMBER SHALL BE TREATED FOR ROTFUNGUS AND INSECT ATTACK.
2. THE CUT AREAS OF TREATED TIMBERSHALL BE THOROUGHLY BRUSHED WITH TWOCOATS OF PRESERVATIVE.
3. LAMINATED TIMBER SHALL COMPLYWITH SABS 1460.
4. ALL STRUCTURAL TIMBER SHALL BEGRADE 5.
5. ALL STRUCTURAL TIMBER IN LAGOONWATER AREA TO BE MARINE TREATED.
6. ONLY RUST RESISTANT NAILS, BOLTS,NUTS, ETC. SHALL BE USED.
7. ONLY TREATED TIMBER ACCORDING TOSANS 10005 (PREVIOUSLY SABS 05) SHALL BEUSED FOR THE FOLLOWING
CONDITIONS:-
a) INTERNAL- H2
b) EXTERNAL ABOVE GROUND- H3
c) IN GROUND CONTACT- H4
d) IN FRESH WATER/WET SOIL - H5
e) IN SEA WATER - H6
1. ROOF: ROOF PITCH 17.5° WITH CONCRETE TILESTO MATCH EXISTING UNDERTILE MEMBRANE(LAFARGE OR SIMILAR APPROVED). SHEETS ON76X50MM PURLINS FIXED TO ROOF TRUSSES. THEROOF STRUCTURE MUST BE ANCHORED TO THESTRUCTURE WITH 2 STRANDS OF GALVANISEDWIRE (MINIMUM 2.4MM DIAMETER) ORGALVANISED HOOP IRONS (MINIMUM 32MMWIDE & 1.2MM THICK) DIRECTLY UNDER ROOFTRUSSES OR BEAMS AND AN CHORED AT LEAST600MM DEEP IN THE WALLS, INCLUDING LOADBEARING WALLS. ONLY PRE-PUNCHED HOOP IRONSTO BE USED. (ACCREDITED FACTORY DESIGN ROOFTRUSS SYSTEM) TRUSS DESIGN DOES NOT INCLUDEGEYSER IF GEYSER IS TO BE INSTALLED, IT MUST BEINSTALLED ABOVE A LOAD BEARING
2. CEILING: 4.0MM EVERITE NUTEC CEILING BOARDWITH H-TYPE PLASTIC CEILING BOARD JOINTINGSTRIPS FIXED TO 38 X 50MM BRANDERING @450MM CENTRES IN ONE DIRECTION AND 75MMPOLYSTHERINE CORNICE.3. DOORS: HARDWOOD DOORFRAMESDIMENSIONS SHALL BE AT LEAST 50 X 75MMCOMPLETE WITH CILL. DOORS SHALL BE OF ANAPPROVED HARDWOOD, FRAMED , LEDGED ,BRACED , BATTENED DOOR OR WITH A CLOSEDBACK , CLASS 1 , EXTERNAL USE (MAY BE DIRECTLYEXPOSED TO WEATHER ONCE SEALED). MEDIUMDUTY, PRESENTING THE SABS/SANS 545 MARK,40MM THICKNESS , SEALED ON ALL SIX SIDES OFDOOR. EXTERNAL DOORS TO BE FITTED WITH ASEALED WEATHERBOARD (70 X 40MM) DOORFRAMES TO BE TIMBER WITH A SABS 3 LEVER LOCKINTERNAL HOLLOW CORE DOOR TO BE FITTEDWITH SABS 2 LEVER LOCK SET.
4. WINDOWS: WINDOWS SHALL BE ALUMINIUMFRAMED.
5. WALLS: 150MM OUTSIDE WALLS WITH 150MMDIVIDING DRYWALLS SKIMMED AND PAINTED. 375MICRON EMBOSSED DPC MEMBRANE TO BEPLACED UNDER ALL WALLS. BLOCKFORCE SHALL BEPLACED AT PLINTH LEVEL AND EVERY 3RD COURSE.INTERNAL WALLS SHALL BE BOUND TO THEEXTERNAL WALL WITH BLOCKFORCE AND THEJOINTS POINTED. REINFORCED LINTOLS OVER ALLOPENINGS BETWEEN 400MM AND 3000MM.BRICKFORCE: 2.8MM DIAMETER. EXTERNAL &INTERNAL WALLS TO BE PLASTERED (12MM).
6. FOUNDATIONS: TO BE PROVIDED AS PERENGINEERS DETAILS. REINFORCED CONCRETEGRADE TO BE 25MPA AT 28 DAYS. SLAB TO HAVE ASCREED FINISH. FLOOR SLABS LEVEL SHALL BE AMIN OF 255MM ABOVE GROUND LEVEL. DPCMEMBRANE OF 250 MICRON MUST BE LAID ONEXISTING SLAB WITH 200MM OVERLAP ANDTURNED-UP AROUND THE PERIMETER WITHOVERLAPS AND ALL JOINTS SEALED. SURFACE BEDSTO BE WETTED AND COMPACTED IN LAYERS NOTEXCEEDING 150MM (WHERE NECESSARY). ALLWALLS UNDERNEATH SURFACE BED MUST HAVE ACAVITY OF MIN 50MM AND TO BE FILLED WITHCONCRETE. BRICKFORCE ALL LAYERS TILL SURFACEBED LEVEL.
7. PLUMBING & DRAINAGE: WATER PIPE TO BE15MM DEPTH OF 450MM WITH A SINGLESTOPCOCK. ALL SOIL DRAINS PIPES (110MM Ã) TOHAVE A MINIMUM FALL OF 1:60 WITH MIN. COVEROF 450MM WITH A GULLY. ALL WASTE PIPES TO BE40MM EXTERNAL. PLUMBING (ESPECIALLY WATERSUPPLY) UP TO EDGE OF BUILDING TO COMPLYWITH CIVIL ENGINEERIMG STANDARDS.
8. ELECTRICAL: A FULL DB BOARD. THE ELECTRICALINSTALLATION MUST COMPLY WITH SABS 0142 -THE CODE OF PRACTICE FOR THE WIRING OFPREMISES, AND THE RELEVENT MUNICIPALBY-LAWS.9. EXTERNAL PAINT FINISH: QUALITY PLASCONPOLVIN RANGE OR SIMILAR APPROVED. EXTERIORWALLS EXTERNAL WALLS SHALL BE PAINTED WITH3 COATS WATER RESISTANT ACRYLIC PAINT (SABS0142 CODE KK17) WOODEN DOORS MUST BETREATED WITH A PAINT SEALENT OR VARNISHEDBEFORE INSTALLATION (3 COATS) INTERIOR WALLEXTERIOR GRADE SUPER ACRYLIC PVA TO A CHOICEOF COLOURS.
10.DRY WALLS: 38X100 FRAMING WITH STUDS &NOGGINS @ 600C/C, CLAD IN 10MM RHINO WALLBOARD.
225mmx12mm Nutecfascia & barge boards
with joiners
square gutter anddownpipe
Single sidedResidential
aluminium/foilundertile
17.5° Pitch"doubleroman" roof tiles
38 x 38Brandering@max 600 c/c
135 mminsulation
precastconcrete lintol
window
water proofing
6mm rhinoboardceiling
Roof trusses :Accreditedfactory designsystem
cove cornice
Beam fill
to engineersdetail
mass concrete30 Mpaunderpinning toengineers detail
Pitch 17.5° with "double roman" roof tiles and low cost undertile membrane nutec on 50x 76 pulins at max spacing of 1200 c-c fixed to roof trusses (accredited factory designroof truss system) @ max truss spacing of 1200 mm c-c. Top chord of rafter 38x114grade 5, Bottom chord or tie beam to be38x152 grade 5. All webs to be 38x114 grade 5and must have a min of 6 bays in accordance with SANS 1783-2 and in accordancewith SANS 10400-L 2011 editio: part L Roofs table 4.TO MANUFACTURERS SPECIFICATIONS. MUST BE SIGNED OFF BY ENGINEEROR COMPETANT PERSON.CEILING: 6mm rhinoboard ceiling board with H-Type plastic ceiling board jointing stripsfixed to 38 x 38mm brandering @ min 600mm centres in one direction and 75mmPolystyrene Cornice.
Pitch 17.5° with "double roman" roof tiles and low cost undertilemembrane nutec on 50 x 76 pulins at max spacing of 1200 c-cfixed to roof trusses (accredited factory design roof truss system)@ max truss spacing of 1200 mm c-c. Top chord of rafter 38x114grade 5, Bottom chord or tie beam to be38x152 grade 5. All websto be 38x114 grade 5 and must have a min of 6 bays inaccordance with SANS 1783-2 and in accordance with SANS10400-L 2011 editio: part L Roofs table 4.TO MANUFACTURERS SPECIFICATIONS. MUST BE SIGNEDOFF BY ENGINEER OR COMPETANT PERSON.CEILING: 6mm rhinoboard ceiling board with H-Type plasticceiling board jointing strips fixed to 38 x 38mm brandering @ min600mm centres in one direction and 75mm Polystyrene Cornice.
FENCE NOTE:material may change as per clientspreference and modifications allwithin the NBR and municipalbylaws also in accordance withSANS 10400
2.8mm thick wirespaced @ max100mm apart
HANDRAIL:38mm x 114mm timber handrail with anatural varnish finish fixed to timberpost
POST:50mm x 114mm upright timber postspaced @ max 1500mm c-c with anatural varnish finish
BOTTOM RUNNER:38mm x 114mm timber runner with anatural varnish finish
BALUSTRADE:38mm x 38mm timber balusters spaced@ max 100mm c-c fixed vertically ontop & bottom runner finished with anatural colour varnish
TOP RUNNER:38mm x 114mm timber runner with anatural varnish finish
