m:projectshealthcarex4-01 mo-life empangeni03 ... · 34977 35463 lot 1149 lot 1154 lot 3196 lot 160...

3
34977 35463 LOT 1149 LOT 1154 LOT 3196 LOT 160 LOGAN ROAD PROPOSED HEALTH FACILITY 2700 2700 grass lawn BOUNDARY 61.86m BOUNDARY 60.96m BOUNDARY 66.38m SECURITY entrance to comply with municipal specification with 2x Sleeves fitted ENTRANCE PARKING DRIVEWAY PARKING 7.5m b/line 4.5m b/line 7.5m b/line 4.5m b/line 7.5m b / li ne 150mm dia upvc soil pipe mh13 mh7 mh5 mh 1 110mm dia upvc soil pipe grease trap s.w. attenuation to engineer's details hd upvc stormwater line to engineer's details sw c/pit sw c/pit sw c/pit sw c/pit sw c/pit hd upvc stormwater line to engineer's details hd upvc stormwater line to engineer's details mh12 mh9 sw c/pit mh 2 mh 4 mh 5 mh6 mh10 sw c/pit sw c/pit sw c/pit sw c/pit sw c/pit sw c/pit sw c/pit sw c/pit to municipal new connection manhole 14 PEDESTRIAN ENTRANCE paving 98.50 100.00 102.00 102.00 98.00 99.00 99.80 99.80 101.00 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 34 33 32 31 30 29 28 27 26 25 24 23 grass blocks grass blocks grass blocks ROAD MACK ROAD 38 37 36 35 99.80 5000 7500 municipal sewer sw c/pit mh 3 mh11 7540 17400 7500 11890 4500 SERVICE YARD 6000 1220 7500 10000 7500 pathway 2700 2700 2700 2700 1960 2700 7510 DRWG NO. SCALE TITLE DATE: DESIGN DRAWN CHECKED 76 Valley ViewRoad, Morningside, Durban, 4001 www.mashadesigns.co.za [email protected] Tel: 031 303 7040, Fax: 086 624 4132, cell: 072 354 5426 Pr Architects CKNo. - 2008/031217/23 NOTES OWNER'SSIGNATURE: GENERAL 0 dimensions to be used in preference to scaling. 0 all building work must comply to SANS10400 standards. 0 all dimensions, boundary beacons &levels to be checked, exposed and demarked prior tocommencement of work. 0 all specifications are applicable for standard conditions, if any abnormal conditions areencountered. It must be reported to the plan producer PROJECT Occupancy - 1: 200 2017/04/20 1704-01SK100 BAS BAS BAS ProposedNewMental HealthFacility for Mo-LifeMental HealthCentreat Lot 3196 Empangeni, LoganRoad, Empangeni SitePlan 1 : 200 Site Plan 1 N or th PARKING CALCULATIONS - 1 parking per bed, therfore 24 beds = 24 bays - 1 parking per 30m², = 14 bays total = 38 bays Facilities for People with Disabilities: - Parking provision to comply with SANS Part S 4.3.2 - Signage to comply with SANS Part S 4.3.3 STORM WATER CALCULATIONS SITE AREA = 4036m² ROOF AREA = 1278m² (32.0%) SOLID PAVED AREA = 1096.0 m² (27%) TOTAL HARD SURFACE = 2374.0 (58.8%) therefore: stormwater @ 1/40 STORMWATER CATCH VOLUME = 2374/40m² total = 59.40 cub.m Area Schedule (Gross Building) Name Area FAR Area FAR Cov Area Coverage Parking Security 9 m² 9 0.00 9 0.22% 0.00 General Areas 137 m² 137 0.03 137 3.39% 4.11 Ward 524 m² 524 0.13 524 12.98% 24.00 Service Areas 224 m² 224 0.06 224 5.55% 0.00 Occupational Therapy Unit 330 m² 330 0.08 330 8.18% 9.90 Refuse 13 m² 0 0.00 20 0.50% 0.00 OT Verandah 6 m² 0 0.00 0 0.00% 0.00 Service Verandah 6 m² 0 0.00 6 0.15% 0.00 Porch 6 m² 0 0.00 6 0.15% 0.00 Ward Verandah 4 m² 0 0.00 4 0.10% 0.00 Ward Verandah 2 4 m² 0 0.00 4 0.10% Balcony 14 m² 0 0.00 14 0.35% 1277 m² 1224 0.31 1278 31.66% 38.01 DOORS: - refer to Door Scedule - All powder coated aluminium with 6mm and 4mm glass to comply with part NN2 & NN4 of SANS 10400-1990. WINDOWS: - refer to Door Scedule - All powder coated aluminium with top hung sections. 6mm and 4mm glass to part NN2 & NN4 of SANS 10400-1990. ROOF : · Roof sheeting to be Brownbuilt Zincalume profiled coated metal sheeting with secret fixings by specialist and as per manufacturer's details. All rainwater goods by specialist to match roof sheeting · Flat Roofs to be waterproofed with torch-on waterproofing. · Dormer and Flat Roof caps to be fibreglass moulded and finished to match main roof with fenestration to match the rest of the building. · Steel flashing to match main roof. CEILINGS : · internal - 600x600mm drop-in panels and gypsum skimmed rhinoboard and bulkheads as per drawing, with taped joints,on softwood brandering by specialist. · external - to be Brownbuilt Klip-Lok 700 0,58mm thick light industrial Z450 spelter galvanised steel sheeting (plain) and accessories fixed to underside of eaves steel purlins or rails at max. 2100mm centres. WALLS : · all facebrick to be corobrik Roan Satin. · all plasterwork to be rendered smooth and colour · to Architects specifications. · all external brickwork to have outside face of Internal brick skin bagged & bitumised. · two courses brickforce to be provided at slab,cill and wall plate level. · p.c. lintols to be provided above all openings. · stepped dpc's to all cills and above all openings. FLOOR · Parking level: mesh reinforced concrete surface bed,to be certified by an engineer, on approved damp proof membrane on well consolidated and poisoned soil. · Office floor: suspended reinforced concrete slab to pr.engineers detail. · Roads and Driveway's sub-bases to engineer's specifications. Infraset Craz'e Classic Cobble main pavers and Masonique edging pavers. Parking bays to have LG Green Grass Blocks edged with Infraset Masonique pavers as edging. Pre-cast concrete kerbing to the paving perimeter · Pre-cast concrete storm water channels with dog-bone grating at bottom of driveway ramp. FOUNDATIONS · all foundations to pr.engineers detail. STAI RCASES · Staircases to have minimum 250mm treads and maximum 185mm risers, with 1050mm high balustrading all as per NBR MM2 and MM3. Width of flights is to be 1100mm and the depth of landings to be 1150mm. · Entrance steps to shops to have minimum 250mm treads and maximum 185mm risers. PARKING · Unless otherwise indicated, all parking bays are to be 2500mm wide x 4900mm long. · Parking bays for disabled persons to be a minimum of 3500mm wide x 4900mm long. DRAINAGE NOTES Sewer : Closed System - min. 110mm dia. upvc soil pipe sewer line to at min. 450mm depth and min. 1:50 fall with RE's at head of drain, change in direction and change in gradient. 600mm dia. lrb at change in direction directed towards municipal drainage system. - Accurate 'Sizing of drainage pipes' to engineer's details - 50mm dia. pvc waste pipes to all fittings except the wc and to have traps to comply with Part P of SANS 10400 - Floor drain & tap reuired at the Covered portion of the Waste Area. - Sewer under building to be encased in concrete to engineer's details. Joints under building to be avoided. - All head of drains with Vent Pipe to comply with Part P of SANS 10400 - All vertical drains to the be fitted with radius bend at the bottom and properly secured. Stormwater : - Hard surfaces around the building laid to fall towards catchpits directing stromwater towards municipal s/w. - Stormwater lines to discharge onto municipal drainage system via pvc s.w. line to engineer's details Water supply : - by qualified plumber & to comply with NBR's SPECIFICATIONS FIRE NOTES OCCUPANCIES - E4 1 PARKING BAYS per 30sqm · Exit doors to comply with 4.17 · locking devices to comply wtih 4.19 · Marking and sign postings to comply with 4.29 · Position of fire fighting equipment to comply with 4.32 · Fire hose reels to comply with 4.34 · Fire extinguishers to comply with 4.37 · Emergency escape route to comply with 4.19.5 · Fire hydrants to comply with 4.35 · Water reticulation to comply with to comply with 4.33 and 4.5 · Access for fire fighting to comply with 4.55 · Ceilings to comply with 4.13 · Booster connection to comply with 4.35 · Air-conditioning and ventilation systems to comply with 4.43. · Structural elements to comply with 4.7/4.9 · Water supply to FHR to be min. 25 · Roof : metal roof sheeting to comply with 4.12. · A manually operated alarm to be provided as per 4.31 · Floor finishes to comply with 4.14 · Occupancy -separating elemnent to comply with 4.6 · Partition walls and partitions to comply with 4.8/4.9 · Basement to comply with 4.22 · Fire escape stairs to comply with 4.23 · Fire rational deisgn as per mechanical engineer CONSTRUCTION NOTES OCCUPANCIES - E4 1 PARKING BAYS per 30sqm · All dimensions and levels to be checked on site prior to work commencing specialist and as per manufacturer's details. All building methods and materials to comply with the national building regulations. The works to be set out from approved local authority plans only. Drawings are not to be scaled (figured dimensions to be read in preference to scaling. · All reinforced concrete work to pr. engineers specification. · Inspection eyes to be provided at all bends and junctions · All foundations, slabs and columns to p.r.engineers specification. · Sanitary fixtures to be as required by the machinery and occupational safety act. Act 6 of 1983 · All underground ducts, pipes and vents to be adequately sealed against methane seepage. · Refuse area to comply with N.B.R. · Balustrade to comply with TT23 of N.B.R. · Glazing to comply with NN2 of N.B.R. · Hot and cold running water to be provided for all washing facilities. · Premises to be adequently rodent proofed. · All electrical and water supply pipes to be chased. · Access panels to be provided for all ducts. · Internal toilets and bathrooms to have extraction. · All internal offices, etc. to have: A . Air conditioning/mechanical ventilation: Fresh air to be supplied at a rate of 7.5 litres/sec per person with a max. velocity of 0,5 m/s with uniform air air distribution, or min. velocity of 0,2 m/s. B . Artificial lighting will be provided as follows: Offices & prep/survery area :500 LUX with max. glare index of 19. Remainder to be min 350 LUX · Access panels to be provided at all junctions. ie's, svp's etc within ducts, all to comply with NBR. · All sewer pipes under conc.slabs, etc to be heavy duty upvc pipes. · Where there is a change in gradient in a vertical sewer line, low radius bends to be provided. · Where there is a sewer connection, ie to have a low radius bend underground. SANS NOTES: Fire: - Fire doors to comply with SANS Part T 4.9 - Floor slabs in the garage to comply with SANS Part T 4.9 Change in levels: -Where there is a changein levle, a 1m balustrade is to be provided to comply with SANS 10400 Part D 4.2 Glazing: -Shower door glazing to be Safety glass & to comply with with SANS 10400 Part N 4.4.2 -All windows with a sill height of less than 80mm to be Safety glass to comply with SANS 10400 Part N 4.4.2 -Doors with 1m²of glazing, to be 6mm Safety glass -All door glazing to comply with SANS 10400 Part N 4.42 Drainage: -All fittings to comply with SANS 10400 Part P 4.1 & 4.2 -Sanitary fixtures to comply with SANS 10400 Part P 4.3 -4.5 Part XA: -Geyser insulated with AREAS SUMMARY: * SITE AREA - 4036.0m² PROPOSED BUILDING SIZE - 1277.00m² F.A.R Allowable - 2018m² (0.50) Proposed - 1224m² (0.31) COVERAGE - (60%) Allowable - 2421m² (60%) Proposed - 1278m² (32%) Driveway & Pathways - 1096.00m² (27%) Green (incl. Parking) - 1662.00m² (41%)

Upload: others

Post on 09-Jul-2020

3 views

Category:

Documents


0 download

TRANSCRIPT

Page 1: M:ProjectsHEALTHCAREx4-01 Mo-Life Empangeni03 ... · 34977 35463 lot 1149 lot 1154 lot 3196 lot 160 proposed logan road health facility 2700 2700 grass lawn boundary 61.86m boundary

34977

35463

LOT 1149 LOT 1154

LOT 3196

LOT 160

LO

GA

N R

OA

D

PROPOSEDHEALTH FACILITY

2700 2700

grass lawn

BOUNDARY 61.86m

BO

UN

DA

RY

60.

96m

BOUNDARY 66.38m

SE

CU

RIT

Y

entrance to comply withmunicipal specification with2x Sleeves fitted

EN

TR

AN

CE

PARKING

DRIVEWAY

PARKING

7.5m b/line

4.5m

b/li

ne

7.5m

b/li

ne

4.5m b/line

7.5m b/line

150m

m d

ia u

pvc

soil

pipe

mh13

mh7mh5

mh 1

110m

m d

ia u

pvc

soil

pipe

greasetrap

s.w

. atte

nuat

ion

toen

gine

er's

det

ails

hd upvc stormwater lineto engineer's details

swc/pit

swc/pit

sw c/pit

swc/pit

swc/pit

hd u

pvc

stor

mw

ater

line

to e

ngin

eer's

det

ails

hd u

pvc

stor

mw

ater

line

to e

ngin

eer's

det

ails

mh12

mh9

sw c/pit

mh 2

mh 4 mh 5

mh6

mh10

sw c/pitsw c/pit

sw c/pit

sw c/pit

sw c/pit

sw c/pit

sw c/pit

sw c/pit

to municipalnewconnectionmanhole 14

PE

DE

STR

IAN

EN

TRA

NC

E

paving

98.50

100.00

102.00102.00

98.00

99.00

99.80

99.80

101.00

1

2

3

4

5

6

7

8

9

1011121314151617

18 19 20 21 22

343332

31

30

29

28

27

26 25 24 23

grassblocks

grassblocks

grass blocks

RO

AD

MACK ROAD

38373635

99.80

5000

7500

mun

icip

al s

ewer

sw c/pit

mh 3

mh11

7540

17400

7500

11890

4500

SERVICEYARD

6000 1220

7500

10000

7500

path

way

2700 2700 2700

2700 1960 2700

7510

DRWG NO.

SCALE

TITLE

DATE:

DESIGN

DRAWN

CHECKED

76 Valley View Road,Morningside,Durban, 4001

www.mashadesigns.co.za [email protected]

Tel: 031 303 7040,Fax: 086 624 4132,cell: 072 354 5426

Pr ArchitectsCK No. - 2008/031217/23

NOTES

OWNER'S SIGNATURE:

GENERAL

• 0 dimensions to be used in preference to scaling.

• 0 all building work must comply to SANS 10400 standards.

• 0 all dimensions, boundary beacons & levels to be checked, exposedand demarked prior to commencement of work.

• 0 all specifications are applicable for standard conditions, if anyabnormal conditions are encountered. It must be reported to the planproducer

PROJECT

Occupancy -

1 : 200

2017/04/201704-01 SK100

BAS

BASBAS

Proposed New Mental Health Facility forMo-Life Mental Health Centre at Lot 3196Empangeni, Logan Road, Empangeni

Site Plan

1 : 200

Site Plan1

North

PARKING CALCULATIONS

- 1 parking per bed, therfore 24 beds = 24 bays- 1 parking per 30m², = 14 bays total = 38 bays

Facilities for People with Disabilities:- Parking provision to comply with SANS Part S 4.3.2- Signage to comply with SANS Part S 4.3.3

STORM WATER CALCULATIONS

SITE AREA = 4036m²ROOF AREA = 1278m² (32.0%)SOLID PAVED AREA = 1096.0 m² (27%)TOTAL HARD SURFACE = 2374.0 m² (58.8%)therefore: stormwater @ 1/40STORMWATER CATCH VOLUME = 2374/40m²total = 59.40 cub.m

Area Schedule (Gross Building)

Name Area FAR Area FAR Cov Area Coverage Parking

Security 9 m² 9 0.00 9 0.22% 0.00

General Areas 137 m² 137 0.03 137 3.39% 4.11

Ward 524 m² 524 0.13 524 12.98% 24.00

Service Areas 224 m² 224 0.06 224 5.55% 0.00

Occupational Therapy Unit 330 m² 330 0.08 330 8.18% 9.90

Refuse 13 m² 0 0.00 20 0.50% 0.00

OT Verandah 6 m² 0 0.00 0 0.00% 0.00

Service Verandah 6 m² 0 0.00 6 0.15% 0.00

Porch 6 m² 0 0.00 6 0.15% 0.00

Ward Verandah 4 m² 0 0.00 4 0.10% 0.00

Ward Verandah 2 4 m² 0 0.00 4 0.10%

Balcony 14 m² 0 0.00 14 0.35%

1277 m² 1224 0.31 1278 31.66% 38.01

DOORS:- refer to Door Scedule- All powder coated aluminium with 6mm and 4mm glass to complywith part NN2 & NN4 of SANS 10400-1990.

WINDOWS:- refer to Door Scedule- All powder coated aluminium with top hung sections. 6mm and4mm glass to part NN2 & NN4 of SANS 10400-1990.

ROOF :· Roof sheeting to be Brownbuilt Zincalume profiled coated metal sheeting withsecret fixings by specialist and as per manufacturer's details. All rainwater goods byspecialist to match roof sheeting· Flat Roofs to be waterproofed with torch-on waterproofing.· Dormer and Flat Roof caps to be fibreglass moulded and finished to match mainroof with fenestration to match the rest of the building.· Steel flashing to match main roof.

CEILINGS :· internal - 600x600mm drop-in panels and gypsum skimmed rhinoboard andbulkheads as per drawing, with taped joints,on softwood brandering by specialist.· external - to be Brownbuilt Klip-Lok 700 0,58mm thick light industrial Z450spelter galvanised steel sheeting (plain) and accessories fixed to underside of eaves steelpurlins or rails at max. 2100mm centres.

WALLS :

· all facebrick to be corobrik Roan Satin.· all plasterwork to be rendered smooth and colour· to Architects specifications.· all external brickwork to have outside face of Internal brick skin bagged &bitumised.· two courses brickforce to be provided at slab,cill and wall plate level.· p.c. lintols to be provided above all openings.· stepped dpc's to all cills and above all openings.

FLOOR

· Parking level: mesh reinforced concrete surface bed,to be certified by anengineer, on approved damp proof membrane on well consolidated and poisoned soil.· Office floor: suspended reinforced concrete slab to pr.engineers detail.· Roads and Driveway's sub-bases to engineer's specifications. Infraset Craz'eClassic Cobble main pavers and Masonique edging pavers. Parking bays to have LGGreen Grass Blocks edged with Infraset Masonique pavers as edging. Pre-cast concretekerbing to the paving perimeter· Pre-cast concrete storm water channels with dog-bone grating at bottom ofdriveway ramp.

FOUNDATIONS· all foundations to pr.engineers detail.

STAIRCASES

· Staircases to have minimum 250mm treads and maximum 185mm risers, with1050mm high balustrading all as per NBR MM2 and MM3. Width of flights is to be1100mm and the depth of landings to be 1150mm.· Entrance steps to shops to have minimum 250mm treads and maximum185mm risers.

PARKING· Unless otherwise indicated, all parking bays are to be 2500mm wide x 4900mmlong.· Parking bays for disabled persons to be a minimum of 3500mm wide x 4900mmlong.

DRAINAGE NOTESSewer : Closed System- min. 110mm dia. upvc soil pipe sewer line to at min. 450mm depth and min. 1:50 fall withRE's at head of drain, change in direction and change in gradient. 600mm dia. lrb at changein direction directed towards municipal drainage system.- Accurate 'Sizing of drainage pipes' to engineer's details- 50mm dia. pvc waste pipes to all fittings except the wc and to have traps to comply with Part Pof SANS 10400- Floor drain & tap reuired at the Covered portion of the Waste Area.- Sewer under building to be encased in concrete to engineer's details. Joints under building tobe avoided.- All head of drains with Vent Pipe to comply with Part P of SANS 10400- All vertical drains to the be fitted with radius bend at the bottom and properly secured.

Stormwater :- Hard surfaces around the building laid to fall towards catchpits directing stromwater towardsmunicipal s/w.- Stormwater lines to discharge onto municipal drainage system via pvc s.w. line to engineer'sdetails

Water supply :- by qualified plumber & to comply with NBR's

SPECIFICATIONS

FIRE NOTES

OCCUPANCIES - E41 PARKING BAYS per 30sqm

· Exit doors to comply with 4.17· locking devices to comply wtih 4.19· Marking and sign postings to comply with 4.29· Position of fire fighting equipment to comply with 4.32· Fire hose reels to comply with 4.34· Fire extinguishers to comply with 4.37· Emergency escape route to comply with 4.19.5· Fire hydrants to comply with 4.35· Water reticulation to comply with to comply with 4.33 and 4.5· Access for fire fighting to comply with 4.55· Ceilings to comply with 4.13· Booster connection to comply with 4.35· Air-conditioning and ventilation systems to comply with 4.43.· Structural elements to comply with 4.7/4.9· Water supply to FHR to be min. 25�

· Roof : metal roof sheeting to comply with 4.12.· A manually operated alarm to be provided as per 4.31· Floor finishes to comply with 4.14· Occupancy -separating elemnent to comply with 4.6· Partition walls and partitions to comply with 4.8/4.9· Basement to comply with 4.22· Fire escape stairs to comply with 4.23· Fire rational deisgn as per mechanical engineer

CONSTRUCTION NOTES

OCCUPANCIES - E41 PARKING BAYS per 30sqm

· All dimensions and levels to be checked on site prior to work commencingspecialist and as per manufacturer's details. All building methods and materials to complywith the national building regulations. The works to be set out from approved local authorityplans only. Drawings are not to be scaled (figured dimensions to be read in preference toscaling.· All reinforced concrete work to pr. engineers specification.· Inspection eyes to be provided at all bends and junctions· All foundations, slabs and columns to p.r.engineers specification.· Sanitary fixtures to be as required by the machinery and occupational safety act.Act 6 of 1983· All underground ducts, pipes and vents to be adequately sealed against methaneseepage.· Refuse area to comply with N.B.R.· Balustrade to comply with TT23 of N.B.R.· Glazing to comply with NN2 of N.B.R.· Hot and cold running water to be provided for all washing facilities.· Premises to be adequently rodent proofed.· All electrical and water supply pipes to be chased.· Access panels to be provided for all ducts.· Internal toilets and bathrooms to have extraction.· All internal offices, etc. to have:

A . Air conditioning/mechanical ventilation: Fresh air to be supplied at a rate of 7.5 litres/sec per person with a max. velocity of 0,5 m/s with uniform air air distribution, or min. velocity of 0,2 m/s.

B . Artificial lighting will be provided as follows: Offices & prep/survery area :500 LUX with max. glare index of 19. Remainder to be min 350 LUX· Access panels to be provided at all junctions. ie's, svp's etc within ducts, all to comply with NBR.· All sewer pipes under conc.slabs, etc to be heavy duty upvc pipes.· Where there is a change in gradient in a vertical sewer line, low radius bends to beprovided.· Where there is a sewer connection, ie to have a low radius bend underground.

SANS NOTES:

Fire:- Fire doors to comply with SANS Part T 4.9- Floor slabs in the garage to comply with SANS Part T 4.9

Change in levels:-Where there is a changein levle, a 1m balustrade is to be provided to comply withSANS 10400 Part D 4.2

Glazing:-Shower door glazing to be Safety glass & to comply with with SANS 10400 PartN 4.4.2-All windows with a sill height of less than 80mm to be Safety glass to comply withSANS 10400 Part N 4.4.2-Doors with 1m²of glazing, to be 6mm Safety glass-All door glazing to comply with SANS 10400 Part N 4.42

Drainage:-All fittings to comply with SANS 10400 Part P 4.1 & 4.2-Sanitary fixtures to comply with SANS 10400 Part P 4.3 -4.5

Part XA:-Geyser insulated with

AREAS SUMMARY:

* SITE AREA - 4036.0m²PROPOSEDBUILDING SIZE - 1277.00m²

F.A.RAllowable - 2018m² (0.50)Proposed - 1224m² (0.31)

COVERAGE - (60%)Allowable - 2421m² (60%)Proposed - 1278m² (32%)

Driveway & Pathways - 1096.00m² (27%)Green (incl. Parking) - 1662.00m² (41%)

Page 2: M:ProjectsHEALTHCAREx4-01 Mo-Life Empangeni03 ... · 34977 35463 lot 1149 lot 1154 lot 3196 lot 160 proposed logan road health facility 2700 2700 grass lawn boundary 61.86m boundary

2

HW

2

HW

2HW

2HW

2

HW

2

HW

2

HW

2

HW

2H

W2

HW

2H

W2

HW

2

HW

2HW

2HW

2

HW

2

HW

FRZ

FR

Z

Bed 4-C WC

Bed 4-C

Bed 4-B(36 m²)

(36 m²)

(4 m²)

(41 m²)

Bed 4-ABed 2-A(23 m²)

(3 m²)

(4 m²)

Bed 4-B WC

Bed 2-A WC

(37 m²)Bed 4-D

Bed 1-A

Bed 1-B

Bed 4-EBed 1-A WCBed 1-B WC

Bed 4-E WC

(13 m²)

(12 m²)

(10 m²)

(7 m²)

(3 m²)

(7 m²)

(10 m²)

(55 m²)

(9 m²)

(10 m²)

(4 m

²)

Procedure

WC

Fem

ale

WC

Male

Disabled

(114 m²)Ward Passage

Co

nsulta

tion

Ge

nera

l St.

Office

Med/Equip. St.

Dining/RecreationArea

Ward Kitch.

Clean Utility

Dirty Utility

(9 m²)

(10 m²)

(9 m²)

(3 m²)

(3 m²)

(3 m²)

(36 m²)

(7 m²)(8 m²)

(10 m²)

(20 m²) (15 m²)(40 m²)

(36 m²)

(10 m²)

(10 m²)

(15 m²)(10 m²) (10 m²) (10 m²)

(12 m²)

(93 m²)

WC

Male

WC

Fem

ale

OT Passage

Relaxation/TherapyRoom

Craft StoreActivity/Craft Room

Staff Rest

Group Room

ShopClean LinenDirty Linen

Cle

an

er

St.

Female Ch

Male Ch

Office

Bed 4-A WC(3 m²)

Nurses Station

(12 m²)

RecreationalBalcony

Security

Garden

grassblocks

Parking - 40 Bays

En

tra

nce R

am

p

Porch

Service Entrance

Garden

Garden

Verandah

Department Legend

Ablutions

Circulation

General

Occupational Therapy Unit

Service Areas

Ward

Ward Rooms

PedestrianGate

VehicularGate

7500

Bed 4-D WC(4 m²)

900

Observation(10 m²)

900 813 1500 813 700

150m

m d

ia u

pvc

soil

pipe

mh13

mh7

mh5

mh 1

110m

m d

ia u

pvc

soil

pipe

greasetrap

s.w

. atte

nuat

ion

toen

gine

er's

det

ails

hd upvc stormwater lineto engineer's details

swc/pit

swc/pit

sw c/pit

swc/pit

swc/pit

hd u

pvc

stor

mw

ater

line

to e

ngin

eer's

det

ails

hd u

pvc

stor

mw

ater

line

to e

ngin

eer's

det

ails

mh12

mh9

sw c/pit

mh 2

mh 4mh 5

mh6

mh10

sw c/pitsw c/pit

sw c/pit

sw c/pit

sw c/pit

sw c/pit

sw c/pit

sw c/pit

to municipal

newconnectionmanhole 14

19301831

0

13200 10620

13920 9910

28163

5718

12440

1620

1975

9686

mun

icip

al s

ewer

sw c/pit

mh 3

mh11

Linen(6 m²)

Fireescape

Fireescape

Store(5 m²)

Reception(12 m²)

Service Passage(57 m²)

Main Kitchen

(59 m²)Staff WC 1

(4 m²)

Disabled(4 m²)

Service /Loading Area

grassblocks

grassblocks

grassblocks

(4 m²)

Store

Gas

Staff WC(3 m²)

InternalCourtyard

DRWG NO.

SCALE

TITLE

DATE:

DESIGN

DRAWN

CHECKED

76 Valley View Road,Morningside,Durban, 4001

www.mashadesigns.co.za [email protected]

Tel: 031 303 7040,Fax: 086 624 4132,cell: 072 354 5426

Pr ArchitectsCK No. - 2008/031217/23

NOTES

OWNER'S SIGNATURE:

GENERAL

• 0 dimensions to be used in preference to scaling.

• 0 all building work must comply to SANS 10400 standards.

• 0 all dimensions, boundary beacons & levels to be checked, exposedand demarked prior to commencement of work.

• 0 all specifications are applicable for standard conditions, if anyabnormal conditions are encountered. It must be reported to the planproducer

PROJECT

Occupancy -

1 : 100

2017/04/201704-01 SK101

BAS

BASBAS

Proposed New Mental Health Facility forMo-Life Mental Health Centre at Lot 3196Empangeni, Logan Road, Empangeni

Floor Plan

1 : 100

Floor Plan1

Room Schedule

Department Name Area

Ablutions WC Female 7 m²

Ablutions Disabled 3 m²

Ablutions WC Male 7 m²

Ablutions WC Male 7 m²

Ablutions WC Female 8 m²

Ablutions Staff WC 1 4 m²

Ablutions Disabled 4 m²

Ablutions Staff WC 3 m²

Circulation Ward Passage 114 m²

Circulation OT Passage 93 m²

General Dining/Recreation Area 55 m²

General Staff Rest 10 m²

General Office 12 m²

General Recreational Balcony 13 m²

General Store 5 m²

General Reception 12 m²

General Waiting Area 59 m²

General Lobby 6 m²

Occupational Therapy Unit Consultation 10 m²

Occupational Therapy Unit Group Room 20 m²

Occupational Therapy Unit Craft Store 15 m²

Occupational Therapy Unit Activity/Craft Room 40 m²

Occupational Therapy Unit Relaxation/Therapy Room 36 m²

Service Areas Female Ch 10 m²

Service Areas Male Ch 10 m²

Service Areas Shop 15 m²

Service Areas Cleaner St. 10 m²

Service Areas Dirty Linen 10 m²

Service Areas Clean Linen 10 m²

Service Areas Security 6 m²

Service Areas Service Passage 57 m²

Service Areas Main Kitchen 59 m²

Service Areas Store 4 m²

Ward Procedure 10 m²

Ward Office 10 m²

Ward Med/Equip. St. 9 m²

Ward General St. 4 m²

Ward Ward Kitch. 9 m²

Ward Clean Utility 9 m²

Ward Dirty Utility 10 m²

Ward Nurses Station 12 m²

Ward Observation 10 m²

Ward Linen 6 m²

Ward Rooms Bed 4-C 36 m²

Ward Rooms Bed 4-B 36 m²

Ward Rooms Bed 4-C WC 4 m²

Ward Rooms Bed 4-A 41 m²

Ward Rooms Bed 2-A 23 m²

Ward Rooms Bed 2-A WC 3 m²

Ward Rooms Bed 4-B WC 4 m²

Ward Rooms Bed 4-D 37 m²

Ward Rooms Bed 1-A 13 m²

Ward Rooms Bed 1-B 12 m²

Ward Rooms Bed 4-E 36 m²

Ward Rooms Bed 1-A WC 3 m²

Ward Rooms Bed 1-B WC 3 m²

Ward Rooms Bed 4-E WC 3 m²

Ward Rooms Bed 4-A WC 3 m²

Ward Rooms Bed 4-D WC 4 m²

1084 m²

Page 3: M:ProjectsHEALTHCAREx4-01 Mo-Life Empangeni03 ... · 34977 35463 lot 1149 lot 1154 lot 3196 lot 160 proposed logan road health facility 2700 2700 grass lawn boundary 61.86m boundary

FFL

0

Roof

3400400

3000

3400

FFL

0

Roof

3400

FFL

0

Roof

3400

FFL

0

Roof

3400

DRWG NO.

SCALE

TITLE

DATE:

DESIGN

DRAWN

CHECKED

76 Valley View Road,Morningside,Durban, 4001

www.mashadesigns.co.za [email protected]

Tel: 031 303 7040,Fax: 086 624 4132,cell: 072 354 5426

Pr ArchitectsCK No. - 2008/031217/23

NOTES

OWNER'S SIGNATURE:

GENERAL

• 0 dimensions to be used in preference to scaling.

• 0 all building work must comply to SANS 10400 standards.

• 0 all dimensions, boundary beacons & levels to be checked, exposedand demarked prior to commencement of work.

• 0 all specifications are applicable for standard conditions, if anyabnormal conditions are encountered. It must be reported to the planproducer

PROJECT

Occupancy -

1 : 100

2017/04/201704-01 SK102

BAS

BASBAS

Proposed New Mental Health Facility forMo-Life Mental Health Centre at Lot 3196Empangeni, Logan Road, Empangeni

Elevations

1 : 100

North East2

1 : 100

North West3

1 : 100

South East4

1 : 100

South West5