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ESHOWE PRIVATE HOSPITAL
SITE PLAN 1:500
DRAWNDATE
COPYRIGHT RESERVED
MEMBER
CLIENT/COMPANY NAME
PROJECT NAME
CLIENT INFORMATION
DRAWING TITLE
PROJECT NUMBER
DRAWN
DATE
PHONE No.
PHULUKISA MEDICAL INVESTMENTS
ID No.
SITE DESCRIPTION
PROJECT INFORMATION
RESPONSIBLE PERSON
A0
SCALE
SHEET SIZE
APPROVED
DRAWING INFORMATION
SIGNATURE
STREET ADDRESS
--- ---
PROJECT DESCRIPTION
NO.
LIST OF REVISIONS
REVISION DESCRIPTION
CHECKED
SOUTH AFRICANPROUDLY
U2008-34D-SP-0000-06Printed on - 2018/11/15 - 13:40
1:500, 1:20
GENERAL NOTES TO BE APPLIED TO ALL BUILDINGS & WORKMANSHIP:BOUNDARY BEACONS TO BE EXPOSED AND DEMARKATED.SOIL POISONING IN ACCORDANCE WITH SABS 0124 REQUIRED.DO NOT SCALE DRAWINGS, USE FIGURED DIMENSIONS ONLY.ALL DIMENSIONS ARE, UNLESS OTHERWISE SPECIFIED, MEASURED INMILLIMETERS.ALL DIMENSIONS, ANGLES AND LEVELS TO CHECKED ON SITE AND ANYDISCREPANCIES ARE TO BE VERIFIED WITH THE ARCHITECT PRIOR TO THECOMMENCEMENT OF WORK.ALL SLABS, BEAMS, COLUMNS, STAIRS AND STRUCTURAL REINFORCED CONCRETEAND STRUCTURAL STEEL WORK ACCORDING TO ENGINEERS DETAILS.THESE DRAWINGS ARE TO BE READ IN CONJUNCTION WITH STRUCTURAL, CIVILAND MECHANICAL ENGINEERS DRAWINGS.ALL BUILDING MATERIALS SHALL BE INSTALLED STRICTLY TO MANUFACTURERSSPECIFICATIONSTHE WATERPROOFING OF BUILDINGS (INCLUDING DAMP PROOFING AND VAPOURBARRIER INSTALLATION) SHALL COMPLY WITH SANS 10021:2012 Edition 3.3ALL BUILDING WORK IS TO COMPLY WITH SANS 10400, SANS 204, SANS 428 & SANS10021 AND LOCAL MUNICIPAL BY-LAWS NAMELY;SANS 10400-B : STRUCTURAL DESIGN: THE STRUCTURAL SYSTEM OF THE BUILDINGMUST COMPLY WITH PARTS H,J,K,L,M & N OF SANS 10400SANS 10400-C : DIMENSIONS: DIMENSIONS OF ANY ROOM OR SPACESANS 10400-D : PUBLIC SAFETY: CHANGES IN LEVEL, DESIGN OF RAMPS ORDRIVEWAYS OR ACCESS TO POOLSSANS 10400-E : DEMOLITION WORKSSANS 10400-F : SITE OPERATIONS: PROVISION OF SANITARY FACILITIESSANS 10400-G : EXCAVATIONS: LESS THAN 3M DEEP OR RATIONAL DESIGNSANS 10400-H : FOUNDATIONS: GEOTECHNICAL INVESTIGATION, COMPLIES WITH10400-B, -H, OR SAME AS SATISFACTORY EXIST FOUNDATION OR RATIONAL DESIGNSANS 10400-J: FLOORS: FLOORS IN WET AREAS, SUSPENDED FLOORS, SLABS ONGROUND COMPLY WITH 10400 B, H, J OR RATIONALLY DESIGNEDSANS 10400-K : WALLS: STRUCTURAL STRENGTH AND STABILITY, ROOF FIXING &WATER PENETRATION MUST COMPLY TO 10400SANS 10400 L : ROOFS: ROOF COVERINGS AND WATERPROOFING SYSTEMS, FLATROOFS AND GUTTERS, ROOF ASSEMBLY AND CEILING ASSEMBLY, GUTTERS &DOWNPIPES, FIRE RESISTANCE AND COMBUSTABILITY MUST ALL COMPLY TO 10400-B,K,L,R & TSANS 10400-M : STAIRWAYS: STAIRWAYS, WALLS, SCREENS, RAILINGS,BALUSTRADES MUST COMPLY WITH 10400-B,K,M & TSANS 10400-N : GLAZING: TYPE & FIXING OF GLAZING MUST COMPLY WITH 10400-B &NSANS 10400-O : LIGHTING & ELEVATIONS: LIGHTING IN HABITABLE ROOM,BATHROOM, SHOWER ROOM & ROOM MUST COMPLY WITH 10400-T & O.VENTOLATION MUST COMPLY WITH 10400-T & OSANS 10400-P : DRAINAGE: DESIGN OF DRAINAGE MUST COMPLYSANS 10400-Q : NON-WATER BORNE MEANS OF SANITARY DISPOSAL:SANS 10400-R : STORMWATER DISPOSAL: STORM WATER MUST COMPLY WITH 10400-R OR RATIONAL DESIGN. INTERCONNECTED COMPLEXES SHALL HAVE RATIONALDESIGN.SANS 10400-S : PERSONS WITH DISABILITIES: PROVIDING FACILITIES FOR PEOPLEWITH DISABILITIES.SANS 10400-T : FIRE: FIRE PROTECTION MUST COMPLY OR RATIONAL DESIGNSANS 10400-V : SPACE HEATING: PROVISION OF SPACE HEATING MUST COMPLYSANS 10400-W : FIRE INSTALLATION: FIRE INSTALLATION AND WATER SUPPLY MUSTCOMPLY OR BE RATIONALLY DESIGNED.SANS 10400-XA: ENERGY EFFIENCY IN BUILDINGS: ORIENTATION & SHADING,EXTERNAL WALLS, FENESTRATION, ROOF ASSEMBLY, FLOORS HEATING, SERVICESTHAT USE ENERY & HOT WATER SYSTEMS MUST ALL COMPLY & IF NOT IT MUSTCOMPLY WITH THE DETAILED REQUIREMENTS OF SANS 204.
PROPOSED NEW PRIVATE HOSPITALIN ESHOWE
LOT 3293
Port Shepstone Tel +27 (0)39 682 7911 Fax +27 (0)39 682 7917PO Box 53 Port Shepstone 4240 email [email protected]
Durban Tel +27 (0)31 266 8386 Fax +27 (0)31 266 0437PO Box 723 Westville 3610 email [email protected]
Johannesburg Tel +27 (0)11 881 5486 Fax +27 (0)86 673 1182West Tower, 2nd Floor, Nelson Mandela Square, Maude Str, Johannesburg, 2146email [email protected]
[email protected] www.tja.co.za
TJ Architects Zululand (Pty) Ltd - Richards BayTel +27 (0)35 753 4605 Fax +27 (0)35 753 4608Po Box 102411 Meerensee 3901
theunissenjankowitzarchitects
East London Tel +27 (0)43 726 7993PO Box 19848 Tecoma 5214 email [email protected]
R66 MAIN ROAD
G. Hendricks SACAP No. 7073 Prof. Arch.
AFB
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A C C E S S
D I R T R O A D
D I R T R O A D
D I R T R O A D
EL:507.500
4 9 3
4 9 4
4 9 5
4 9 6
497
498
499
500
501
502
503
504
505
506
507
508
509
5 10
511
512
5 1 3
4 9 2 ,5
4 9 3 ,5
4 9 4 ,5
4 9 5 ,5
496 ,5
497 ,5
498 ,5
499 ,5
500 ,5
501 ,5
502 ,5
503 ,5
504 ,5
505 ,5506
,5
507 ,5
508,5
509,5
510,5
511,5
5 12,5
500.04
500.22
507.35
500.55
500.28
500.22500.04
500.04
500.04
500.04
500.04
502
503
504
505
506
5 0 7
5 0 8
5 09
5 1 0
511
501,5
502 ,5
503 ,5
504 ,5
505,5
5 0 6 ,5
5 0 7 ,5
5 08 ,5
5 0 9 ,5
5 1 0 ,5
492
499.82499.88
500.25
507.50
508.00
4 9 2
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1234
F
56
New trees
Newtrees
Newtrees
NOTE:GABION & EROSION CONTROLMEASURES TO BE INSTALLED
TO LATER DETAIL
NOTE:PRIOR TO TENDER APPROALFROM THE MUNICIPALITY MUST BEOBTAINED TO SHAPE THE BANK ASINDICATED
LOT 713
10m
Buil
ding
Line
10m
Buil
ding
Line
5m Building Line
5m Building Line
5m Building Line
5m Building Line
5m Building Line
Existing boundary wall
MEL
MOT
H RO
AD
MEL
MOT
H RO
AD
Exist. tree
Fence on Boundary Line to detail
Fence on Boundary Line to detail
Open land
Paving
10m Building Line
5m B
uild
ing
Line
10m Building Line
FUTURE
08 BEDS
FUTURE
08 BEDSFUTURE
16 BEDS
FUTURE
08 BEDS
FUTURE
PARKING
FUTURE PARKING
FUTURE
EXTENSION
NEW FENCE LINE
Exist. trees
Exis
t. tre
es
Exis
t. tre
es
Paving
Exist. trees
Open land
FUTURE PARKING
FUTURE PARKING
Mount. kerb
Paving
Paving
Loading
bay
Mount. kerb
Exist. trees
Exist. trees
Paving
Paving
Pavi
ng
FUTURE PARKING
Stone stormwater berm
DEMOLISHDECK 03
DEMOLISH.RUINS 02
DEMOLISH &FILL POOL
DEMOLISH
RUINS 03
BUILDING B
BUILDING A
BUILD. C
BUILD. D
BUILD.E
BUILD.
F
Y -46600
Y -46800
LO
T7
13
X 9
52
00
X 9
50
00
X 9
52
00
NewtreesLOT 3293
REM. O
F EXPECTATION NO
. 11601
(FARM LAND)
New grassed area
New grassed area
New grassed area
Loading
bay
462
000
400
3060
n
gl
A
Exterior elevation SectionH
eigh
t abo
ve g
roun
d =
2450
post
leng
th =
260
0
B
INTE
RIO
R
4 strands ofelectrical wire
400mm wide underdigsbuilt into concrete foundation
at both ends
50x5 electricalextensionby others
SITE PLANScale 1:500
OCCUPANCY CLASSIFICATION - E2
BOUNDARY FENCEScale 1:20
FENCE SPECIFICATION
Betafence Betaview 2m high fence with additional 400mmelectric fence on top and 400mm anti dig system below.
Fence package as follows:Bekafix Secure post 2.6m RAL7021 withBolt on electrical extension 20 x 5mm flat bar predrilledholes x 5 at 100mm spacing for electric fencingMini Spider brackets Mild Steel RAL7021M8 x 50mm cupsquare bolts S/steelM8 x 25 x 2mm washers S/steelM8 Shearnut S/steelBetaview panel PVC RAL7021 MTS 2430 width 3000(400mm underground as anti-dig)
AFB2018-08-0301 Printed for coordination meeting
CONSULTANT LIST
Architect TJ Architects Zululand (Pty) Ltd
Civil Engineer
StructuralEngineer
Hokmah Consulting Engineers& Project Managers
Hokmah Consulting Engineers& Project Managers
MechanicalEngineer Langford Associates
035 789 3805
035 789 3805
035 753 4605
Land Surveyor
083 789 0019
Fire Engineer
HospitalManagement HMS 031 830 5111
PLUMBING DESIGN STRICTLY TO MECHANICAL ENGINEERS DESIGN INCLUDING NOTES BELOWGeneralInstallation to be done in accordance with the requirements of the local authority and SANS 10252:1 (Water Installationsfor Buildings), SANS 10400 (National building Regulations) and SANS 10254:2012 (where Hot Water Cylinders arerequired). SANS XA 204 shall also apply.Heat Pumps and associated Vessels and equipment shall be installed by an Approved and Licensed Supplier andInstaller and shall be done in accordance with SANS 1352.Solar Water Heaters shall be installed in accordance with SANS 10106.All material used shall be SABS and be installed in accordance with the manufacturers specificationDesign based on minimum sustainable supply pressure of 5.0 bar (Mechanical Engineer to Confirm)NB. Pressure must be checked by the plumber prior to commencement of work.Work to be carried out by a an approved and Licensed Plumbing Contractor that is Licenses and Registered with theP.I.R.B. Certificate of compliances to be signed by same on completion of work.Hot Water vessels & tanks shall be insulated with a material that achieves a min. R-Value of 2
Hot Water Piping (Circulating Hot Water)All exposed Hot Water Piping must be adequately lagged with a minimum valve of R-1 as per SANS10252-1 (5.1.9) &as per Table 10The installed Hot Water Circulating Ring must be installed such that no air traps are created in accordance with SANS10252:1 (6.7.2)
Piping Material and jointing.Piping to be Copper SANS 460 joined using either capillary type fittings SANS 1067-2 or compression type fittingsSANS 1067-1. Installed in accordance with the manufacturers specification.
INSPECTION, TESTING and DISINFECTION.All pipe work shall be inspected in accordance with SANS 10252:1 (9.2.1) and Pressure Tested in accordance withSANS 10252:1 (9.2.2) and considerations of Disinfection SANS 10252:1 (9.3.2)shall be observed.
P.I.R.B.The Plumbing Industry Registration Board. All plumbers must beregistered and Licensed and must take accountability by signing off aC.O.C. The requirement of annual examination and renewal of PlumbingLicenses.
5.3.3.1 TAPS AND MIXERS SHALL COMPLY WITH THEREQUIREMENTS OF SANS 226, SANS 1026, SANS 1808-35 or SANS1808-3 AS RELEVANT.5.3.2.4 FLUSHING DEVICES SHALL COMPLY WITH THEREQUIREMENTS OF SANS 821 & SANS 1240.
Hot Water Cylinders must be installed:1) In strict compliance with SANS 10254:20122) With all required safety devices / Control valves, Drip Trays etc.3) Quality of vital components eg. SANS 198 for valves- SANS 151 forGeysers.
DRAINAGE DESIGN STRICTLY TO CIVIL ENGINEERS DESIGN INCLUDING NOTES BELOWGeneralInstallation to be done in accordance with the requirements of the local authority and SANS10400-P Drainage.
Additional Regulations to comply with including there latest version & Annexes :-ISO 9896:1996, Plastics traps for discharge pipework systems inside buildings.-SANS 497, Glazed ceramic sanitaryware.-SANS 1024, Welded steel fabric for reinforcement of concrete.-SANS 1200 DB (SABS 1200 DB), Standardized specification for civil engineering construction –Section DB: Earthworks (pipe trenches).SANS 1200 LB (SABS 1200 LB), Standardized specification for civil engineering construction –Section LB: Bedding (pipes).-SANS 1200 LD (SABS 1200 LD), Standardized specification for civil engineering construction –Section LD: Sewers.-SANS 1321-1, Non-metallic waste traps – Part 1: Plastics waste traps.-SANS 1321-2, Non-metallic waste traps – Part 2: Rubber waste traps.-SANS 2001-CC1, Construction works – Part CC1: Concrete works (structural).-SANS 2001-CC2, Construction works – Part CC2: Concrete works (minor works).-SANS 2001-CM1, Construction works – Part CM1: Masonry walling.-SANS 2001-EM1, Construction works – Part EM1: Cement plaster.-SANS 4633/ISO 4633, Rubber seals – Joint rings for water supply, drainage and seweragepipelines – Specification for materials-SANS 10252-2 (SABS 0252-2), Water supply and drainage for buildings – Part 2: Drainageinstallations for buildings.-SANS 10400-A (SABS 0400-A), The application of the National Building Regulations – Part A:General principles and requirements.-SANS 50858-1/EN 858-1, Separator systems for light liquids (e.g. oil and petrol) – Part 1: Principlesof product design, performance and testing, marking and quality control.SANS 52566-1/EN 12566-1, Small wastewater treatment systems for up to 50 PT – Part 1:Prefabricated septic tanks.
CONSOLIDATION OF LOT 712 & 714 CURRENTLY IN PROGRESS
Alex Farrell & AssociatesProfessional Land Surveyors 035 753 2031
AFB2018-09-0402 New main building layout. Parking layout updated. Increased Refused area.Plant room moved as shown. New plan No.
AFB2018-10-0303 Coordinated platform, new pump room design & relocated water tower.Area Schedule updated.
AFB2018-11-0104 Trees shown as existing. Previously where to be removed with the mainbuilding being place on the Norhern section of the site
AFB2018-11-0705 Parking design refined as shown. New landscaping & trees added
CIVIL ENGINEERS NOTES BELOW:-All cut & fill banks to be topsoiled fertilized & grassed-*All cut banks to be 1:2-*All fill banks to be 1:2.5
Platform PreparationColluvial topsoil layer to be stripped +/- 700mm.The expose residual reddish/orange sand to be ripped200mm & compacted to 95% MOD AASTHO.The weathered rock obtained from the cut to be compactedto 98% MOD AASTHO density in 150mm Layers.
AFB2018-11-1506 Engineer's platform coordinated into drawings
