New Sections

THIS DRAWING IS SUBJECT TO COPYRIGHT AND MAY NOT BE REPRODUCED IN WHOLE OR PART
OR IN ANY MANNER WHATSOEVER WITHOUT WRITTEN PERMISSION FROM CA ARCHITECTS CC
GROUND FLOOR
Note:
FFL to be min 170
above ngl.
NGL
2125
FFL 16.490
dpc
dpc dpc
dpm
FFL 16.490
FFL 16.490
Floor Finish: Cement screed
dpm dpm
A
B
C
09/02/2013
21/11/2012
29/01/2013
Ready for Council Submission
Costing
Revised Design
875
Staff WC
Dist.to boundary
7130
NGL
dpc
dpc
dpm
dpm
FFL 16.490
dpc
dpc
dpm
dpm
FFL 16.490
concrete foundation
to engineers details
dpc
dpm
concrete foundation
to engineers details
SITE BOUNDARY
Section A
1 : 75
NOTE:
Reinforced concrete flat roof to engineers
detail and specifications. Approved waterproofing - torch
on Bitumastic membrane- by specialist on 70mm
vermiculite insulation screed @ 1:60min fall to fullbore
outlets.
10.00°
Screed to slope
3000
FFL 16.490
Verandah Floor Level
NGL
Gully
dpm
Fill
NOTE:
150mm concrete surface bed onto
BRC mesh onto 250 microns PVC DPC onto 50mm
sandbed onto
well compacted earth poisoned by speciallst.
Demolished building level
Note:
All stormwater to fall away
from the structure and
towards the lowest part of
the site.
1000mm high balustrade
FFL 16.440
Cement Screed
dpc
Ex.window
1000
16490
1860
New Coat of paint to Ex.
building
Ex.window
FFL 16.490
GROUND FLOOR
2765
Existing Precast Fence
525
875
2000
Existing Precast Fence
16660
Foyer
New Concrete Staircase
175 Riser, 300 Tread
Concrete Stair to
engineers detail
Internal entrance
to Existing CMSA
Facility
Ex.Rwpd
1200
2662
2125
Dining Area
Service Hatch from
Kitchen to Dining Area
Lintel
925
All external double
skinned walls to contain
waterproofing Bitumastic paint between each skin.
875
Internal Wall Finish:
Smooth plaster & paint
Lintel
U/S OF LINTEL
NMC corncie
9.5mm Rhino board
2125
NMC corncie
Note:
All glazing to comply with part N
of the NBR.
Note:
FFL to be min 170 above ngl.
Ex.Roof
Upstand beam to engineers
detail and specification
U/S OF WALLPLATE
New 75x75mm aluminium
rainwater downpipe to gully
15500
Date
concrete foundation
to engineers details
Aluminium Roof - Grey Colomet S profile Sheeting on
38x38mm battens on
SABS approved 114x38 timber trusses @760mm
max c/c on 114x38mm wallplate tied down with galvanised
iron
hoop threaded through 4 courses of brickwork
18785
Rev
shwr
Internal Wall Finish:
Smooth plaster & paint
concrete foundation
to engineers details
Roof pitch @ 10 degrees
19660
Service
hatch
925
Internal Wall Finish:
Smooth plaster & paint
Fill
NOTE:
150mm concrete surface bed onto
BRC mesh onto 250 microns PVC DPC onto 50mm
sandbed onto
well compacted earth poisoned by speciallst.
SITE BOUNDARY
1
Internal Wall Finish:
Smooth plaster & paint
Kitchen
Lintel
Parking Bays
5000
2650
16660
Storage
3000
All external double skinned walls to
contain waterproofing - Bitumastic paint
- between each skin.
dpc
Note: All glazing to comply with
part N of the NBR.
Existing Precast Fence
Dining Area
Space to
Accomodate
70 Students
in an
Examination
Situation
NMC corncie
1200
Lintel
U/S OF LINTEL
9.5mm Rhino board ceiling
875
NMC corncie
18785
Revision Schedule
Description
U/S OF WALLPLATE
440
19660
SITE BOUNDARY
Aluminium Roof - Grey Colomet S profile Sheeting on 38x38mm battens on
SABS approved 114x38 timber trusses @760mm
max c/c on 114x38mm wallplate tied down with galvanised iron
hoop threaded through 4 courses of brickwork
Note:
All stormwater to fall away from
Roof pitch @ 10 degrees
the structure and towards the
lowest part of the site.
concrete foundation
to engineers details
gradient
Ramp @ 1:12
Fill
New coat of paint
NGL
concrete foundation
to engineers details
concrete foundation
to engineers details
concrete foundation
to engineers details
concrete foundation
to engineers details
2
Section B
1 : 50
SIGNED FOR CONSTRUCTION
Roof pitch @ 10 degrees
NOTE:
Reinforced concrete flat roof to
engineers
detail and specifications. Approved
waterproofing - torch on Bitumastic
membrane- by specialist on 70mm
vermiculite insulation screed @
1:60min fall to fullbore outlets.
Aluminium Roof - Grey Colomet S profile Sheeting on 38x38mm battens on
SABS approved 114x38 timber trusses @760mm
max c/c on 114x38mm wallplate tied down with galvanised iron
hoop threaded through 4 courses of brickwork
Note:
FFL to be min 170 above ngl.
Upstand beam to engineers
detail and specification
NMC corncie
New 75x75mm aluminium
rainwater downpipe to gully
Staff WC
Disable WC
Lintel
U/S OF LINTEL
1.6
Lintel
All external double
skinned walls to contain
waterproofing - Bitumastic
paint - between each skin.
2125
Staff
Quarters
Internal Wall Finish:
Smooth plaster & paint
Existing Precast Fence
1.7
3000
18785
9.5mm Rhino board
1.8
wc
whb
wc
1.9
1.10
1.11
1.12
1.13
whb
16660
GROUND FLOOR
Note:
All stormwater to fall away
from the structure and
towards the lowest part of
the site.
3
Section C
1 : 50
dpc FFL 16.490
dpc
dpc
dpm
dpm
Cement Screed
NGL
dpm
1.2
1.3
1.4
1.5
U/S OF WALLPLATE
875
19660
1.
1.1
Screed to slope
Site Boundary
C:\Users\Denise Govender\Desktop\Current jobs\CMSA\drawings\architect\working drawings\rev 4\Latest Design.rvt
Note:
All glazing to comply with part N
of the NBR.
NOTE:
150mm concrete surface bed onto
BRC mesh onto 250 microns PVC
DPC onto 50mm sandbed onto
well compacted earth poisoned by
speciallst.
concrete foundation
to engineers details
1.14
1.15
1.16
concrete foundation
to engineers details
ex. concrete
foundation
ARCHITECT: .................................................................................
GENERAL BUILDING NOTES:
1.17
1.18
GENERAL
This drawing is not to be scaled, use figured dimensions only.
All dimensions and heights to be checked and verified before any
work commences on site. Any discrepancies shall be reported to
the Architect immediately. All levels, heights of plinths, depth of
excavations and number of steps to be finally checked by
contractor on site.
The site to be treated in accordance with S.A.B.S. code of practice
N.0124-1977 with soil poisoning according to specialist details.
Top of foundations to be a min. of 600mm below natural ground level
Backfill to foundations
Top of 170mm concrete surface bed to be min of 170mm above
finished ground level
Brickgrip S.A.B.S. embossed D.P.C. 375 MIC. under all
walls, window cills and at changes in floor levels
Electrical installation shall be an earth leakage system
in distribution board as per local authorities requirements and
certification.
All building work to be carried out in accordance with Local
Authorities building by-laws and regulations
Contractor to allow for 2 stand pipes (Garden taps)
All exposed hot water supply pipes to be lagged
Gas bottle installation to be done by a registered Gas installer
Gas installation to comply with N.B.R
Gas installer to finish and issue 2 compliance certificates on
completion
Soil poisoning certificate to be finished on completion of
application
Contractor must allow for hardwood screening to the following
items: all motor units, gas bottles & heat pump
motors
Contractor must allow for sand traps to all stormwater catch pits
or stormwater surface drains
No surface mounted pipes for A.C units allowed. All piping to be
concealed.
All galvanizing to be accordance with “SANS 121 (ISO 1461)"
2.
2.1
2.2
2.3
2.4
2.5
3.
3.1
3.2
4.
4.1
4.2
4.3
4.4
4.5
5.
5.1
5.2
FOUNDATIONS
All foundations, foundation walls, structural concrete work and
sub-soil stormwater drainage to Civil Engineers spec
All soil compaction to Engineers spec
230X700mm concrete foundations for 230mm brick walls
300X1000mm pad foundations for 460X460mm brick coloumns
All foundations to be reinforced as required by Engineer
FLOORS
25mm cement screed to all floors
150mm thick concrete surface bed onto BRC re-inforced mesh
onto 250 Micron PVC. DPC onto 50mm Umgeni sand on well
compacted earth to be poisoned by specialist.
WALLS
230mm brick walls with Brickgrip D.P.C.
Brickforce every 6 courses and every course for 4 courses over
openings
All load bearing brick walls to be constructed of bricks having a
min crushing strength of 14MPA. mortar to be CLASS 2 in
accordance with NBR and SANS 10164
Window built in with Brickgrip D.P.C or similar approved.
All paintwork to comply with manufacturers spec with neccessary
undercoats
ROOF
PITCHED ROOF:
Pitched roof to have Aluminium Roof Grey Colomet S profile
Sheeting on 38x38mm battens on
SABS approved sisalation 410 on 114x38 timber trusses @760mm
max c/c on 114x38mm wallplate tied down with galvanised iron
hoop threaded through, Isoboard ceiling on 38x38 brandering
fixed to underside of timber roof trusses and skim joints and painted
with approved
NMC cornice. Refer to sections for roof pitch.
75x75mm aluminium rainwater downpipes from aluminium
gutters
6.
6.1
6.2
6.3
6.4
6.5
6.6
6.7
6.8
7.
7.1
7.2
7.3
7.4
7.5
7.6
7.7
7.8
7.9
7.10
7.11
7.12
7.13
7.14
7.15
WINDOWS & DOORS
Windows: as per window schedule
Any pane of glass which is to be installed without a support frame
shall be in accordance with SANS 10137
Thickness of panes in relation to their area shall be in accordance
with SANS 10137
External sliding doors: as per door schedule
Internal doors: Hardwood Mernati (to Interior Designers spec)
French doors: doors as per schedule
Any door leading from the garage into the house must be
‘CLASS B FIRE RATED’ door with self-closer.
Internal doors to have a floor mounted ‘UNION’ Ref. AL8730AS.
Aluminium door stop or a ‘UNION’ Ref. 8254AS aluminium wall
mounted door stop.
DRAINAGE NOTES
100dia. U.P.V.C sewer pipe drain with a min. fall of 1:60
100dia. OVP at head of drainpipe as shown
Rodding Eyes at head of drain, at all changes of direction
& @ max. of 25m intervals
Inspection Eyes at all junctions of drain, & to have marked
covers @ ground level
Drain pipe under building to be protected against load
All waste pipes to have 65mm re-seal traps, all waste pipes to be
accessible over the entire length for cleaning & repairs
All waste pipes under floor slab to be sleeved
All soil fittings with vertical discharge greater than 1220 to have
antisyphon ventpipes
Rainwater downpipes to discharge @ MIN. OF 2440mm from any
open gully
All drainage to be carried out in accordance with Local authorities
drainage and by-laws & regulations
All waste pipes to be 50mm diameter
All rainwater downpipes to fall onto concrete spreader
Contractor to allow for 2 X PVC pipes under the driveway between
the boundary and road edge
The W.C is to be a close-coupled suite white with chrome ball -o- stop
Plumber must allow for above-counter stop cocks for the dish
washer and washing machine
CLIENT: .........................................................................................
IF THIS DRAWING IS NOT SIGNED BY THE ARCHITECT IT IS NOT FOR CONSTRUCTION PURPOSES
PROJECT
Colledges of Medicine South Africa, Phase 1, ERF
9107/ 9108/ 9109/ 9110 Umbilo. 10/12/14/16
Lichfield Road
DESCRIPTION
Sections A , B & C
C A ARCHITECTS CC
Suite E MGA HOUSE
Wimble Close
Ballito Business Park
Po Box 6438 Zimbali 4418
Tel: +27 32 946 3830/1
Fax: +27 86624 9592
caarchitects
email: [email protected]
reg no 2621
Drawn
Denise. G
Project nr:
Sheet nr:
347
347-WRK01-300
Date:
2014/01/28
10:10:06 AM
Rev Nr:
C

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