DRAWING NO.
S.C. NkunaDRAWN BY
1:100 1:50SCALE
B. ManganyeARCHITECT
EMPDCLIENT DEPARTMENT DATE
26 February 2016
DATE26 February 2016
DATE26 February 2016
PROJECT NO.
13A.001WD.2016 _ 996
DRAWING
PROJECT
PROPOSED NEW EMPD PRECINCTSTATION ON ERF 3/996 KEMPTON PARKEKURHULENI METROPOLITANMUNICIPALITY
CONSTRUCTION DRAWINGS
NO DATEREVISION
37 d.f malan, lyttlenton manor, centurion, 0157tel: 012 664 0168 cel: 078 402 9298
fax: 086 561 2752email: [email protected]
www.studioe-design.co.za
ARCHITECT
PRINCIPAL AGENT
Unit 16C, Heuwilsig Office Park 6763, SeedCracker street, Celtisdal, Centurion, 0157
cell: +27 73 821 0600fax: +27 12 656 8186
email: [email protected]: http://www.takgalang.co.za
EkurhuleniMETROPOLITAN MUNICIPALITYREAL ESTATE
NOTES
SITE INFORMATION
AREA OF THE STAND : 7079 m2
AREA OF THE MAIN BUILDING : 1208 m2
AREA OF GUARD HOUSE BUILDING : 24 m2
TOTAL BUILDING AREA : 1232 m2
COVERAGE : 17.40%
INDEX001 - SITE PLAN100 - PLAN MAIN BUILDING101 - ROOF PLAN102 - CEILING LAYOUT103 - FIRE PLAN200 - SECTIONS300 - ELEVATIONS500 - DETAILS900 - WINDOW SCHEDULE901 - DOOR SCHEDULE902 - FINISHING SCHEDULE
GENERAL NOTES1. ALL WORK TO COMPLY WITH NATIONAL BUILDING REGULATIONS ACT103 OF 1979 AND AMENDMENTS THERETO AS WELL AS THE BY-LAWSOF THE LOCAL AUTHORITY .2. ARCHITECTS DRAWINGS TO BE READ IN CONJUCTION WITH THAT OFTHE STRURAL ENGINEER'S , ELECTRICAL ENGINEERS'S AND PLUMBINGCONSULTANT'S DRAWINGS WHERE SPECIFIED.3. ROOFS IN ACCORDANCE WITH PART L OF SABS 0400. REFER TOSECTIONS AND STRUCTURAL ENGINEERS DRAWINGS WHERESPECFIED.4. WALLS: IN ACCORDANCE WITH PART K OF SABS 0040 . REFER TOSECTIONS ND PROVIDE BRICKFORCE EVERY 5TH COURSE.5. STRUCTURAL WORK: REFER TO STRURAL ENGINEER'S DRAWINGSAND SPECIFICATIONS.6. DRAINAGE : IN ACCORDANCE WITH PART P OF SABS 0400.APPROVED MATERIALS TO BE USED THROUGHOUT - ALSO REFER TOPLUMBING CONSULTANT'S DRAWINGS7. GLAZING: IN ACCORDANCE WITH PAT N OF SABS 0040, SABS 0137AND SABS 1263
SF01
W14
W14
W15
W14
W14
W15
SF0
2
N
E E
North Elevation
1,000 1,000 1,000 1,000 1,000 1,000 1,000 1,000 1,000
1,000 1,000 1,000 1,000 1,000
3,412 7,088 2,823 6,687
Aluminium louvres to detail.
Aluminium louvres to detail.
Aluminium louvres to detail.Aluminium louvres to detail.
Alum
iniu
m lo
uvre
sto
det
ail.
Alum
iniu
m lo
uvre
sto
det
ail.
Box gutterRainwateremergency outlet.
Box gutterRainwateremergency outlet.
Box gutterRainwateremergency outlet.
Box gutterRainwateremergency outlet.
Box gutterRainwateremergency outlet.
Box gutterRainwater
emergency outlet.
2m W
ide
conc
rete
apr
on to
eng
inee
r's d
etai
ls.
2m Wide concrete apron to engineer's details.
2m Wide concrete apron to engineer's details.
2m Wide concrete apron to engineer's details.
2m Wide concrete apron to engineer's details.
2m W
ide
conc
rete
apr
on to
eng
inee
r's d
etai
ls.
2m W
ide
conc
rete
apr
on to
eng
inee
r's d
etai
ls.
2m W
ide
conc
rete
apr
on to
eng
inee
r's d
etai
ls.
2m Wide concrete apron to engineer's details.
2m Wide concrete apron to engineer's details.
2m W
ide
conc
rete
apr
on to
eng
inee
r's d
etai
ls.
ROOF PLANScale 1:100
ALL ROOFS TO BE INSULATED WITHAPPROVED SISALATION MIN. THICKNESS
110mm.
Roof Note:
0.8mm Z275spelter galvanised steel sheeting with "Chromadek" orequivalent roof sheets laid at 10° slope on 50X76MM perlins laid ontimber trusses to engineer's design by specialist, laid at 1m c/c withapproved insulation laid between purlins and roof sheets.
ALL ROOFS TO BE INSULATED WITHAPPROVED SISALATION MIN. THICKNESS
110mm.
ALL ROOFS TO BE INSULATED WITHAPPROVED SISALATION MIN. THICKNESS
110mm.
timber trusses to engineer's design laid at 1m c/c
timber trusses to engineer's design laid at 1m c/c
Box gutter Rainwater emergency outlet. c/c
A A
BB
CC
FLAT TYPESOLAR HEATINGPANEL AS PERSANS 10400.notto be visible fromthe street.Geyserto be instaledinside roof void.
FLAT TYPESOLAR HEATINGPANEL AS PERSANS 10400.notto be visible fromthe street.Geyserto be instaledinside roof void.
ROOF PITCH @ 10°
RO
OF
PITC
H @
10°
RO
OF
PITC
H @
10°
ROOF PITCH @ 10°
ROOF PITCH @ 7°
ROOF PITCH @ 10°
ROOF PITCH @ 7°
ROOF PITCH @ 7° ROOF PITCH @ 7° ROOF PITCH @ 7°
RO
OF
PITC
H @
10°
RO
OF
PITC
H @
10°
Roof Note:
0.8mm Z275spelter galvanised steel sheeting with "Chromadek" orequivalent roof sheets laid at 7° slope on 50X76MM perlins laid on timbertrusses to engineer's design by specialist, laid at 1m c/c with approvedinsulation laid between purlins and roof sheets.
Roof Note:
0.8mm Z275spelter galvanised steel sheeting with "Chromadek" orequivalent roof sheets laid at 7° slope on 50X76MM perlins laid on timbertrusses to engineer's design by specialist, laid at 1m c/c with approvedinsulation laid between purlins and roof sheets.
Roof Note:
0.8mm Z275spelter galvanised steel sheeting with "Chromadek" orequivalent roof sheets laid at 7° slope on 50X76MM perlins laid on timbertrusses to engineer's design by specialist, laid at 1m c/c with approvedinsulation laid between purlins and roof sheets.
Roof Note:
0.8mm Z275spelter galvanised steel sheeting with "Chromadek" orequivalent roof sheets laid at 7° slope on 50X76MM perlins laid on timbertrusses to engineer's design by specialist, laid at 1m c/c with approvedinsulation laid between purlins and roof sheets.
Roof Note:
0.8mm Z275spelter galvanised steel sheeting with "Chromadek" orequivalent roof sheets laid at 7° slope on 50X76MM perlins laid on timbertrusses to engineer's design by specialist, laid at 1m c/c with approvedinsulation laid between purlins and roof sheets.
Roof Note:
0.8mm Z275spelter galvanised steel sheeting with "Chromadek" orequivalent roof sheets laid at 10° slope on 50X76MM perlins laid ontimber trusses to engineer's design by specialist, laid at 1m c/c withapproved insulation laid between purlins and roof sheets.
Concrete Box gutter.
Concrete Box gutter. Concrete Box gutter.
ROOF PLAN
SED_13A.001WD.2016_101
