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ROOF PLAN Scale 1:100 - Ekurhuleni

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DRAWING NO. S.C. Nkuna DRAWN BY 1:100 1:50 SCALE B. Manganye ARCHITECT EMPD CLIENT DEPARTMENT DATE 26 February 2016 DATE 26 February 2016 DATE 26 February 2016 PROJECT NO. 13A.001WD.2016 _ 996 DRAWING PROJECT PROPOSED NEW EMPD PRECINCT STATION ON ERF 3/996 KEMPTON PARK EKURHULENI METROPOLITAN MUNICIPALITY CONSTRUCTION DRAWINGS NO DATE REVISION 37 d.f malan, lyttlenton manor, centurion, 0157 tel: 012 664 0168 cel: 078 402 9298 fax: 086 561 2752 email: [email protected] www.studioe-design.co.za ARCHITECT PRINCIPAL AGENT Unit 16C, Heuwilsig Office Park 6763, Seed Cracker street, Celtisdal, Centurion, 0157 cell: +27 73 821 0600 fax: +27 12 656 8186 email: [email protected] web: http://www.takgalang.co.za Ekurhuleni METROPOLITAN MUNICIPALITY REAL ESTATE NOTES SITE INFORMATION AREA OF THE STAND : 7079 m 2 AREA OF THE MAIN BUILDING : 1208 m 2 AREA OF GUARD HOUSE BUILDING : 24 m 2 TOTAL BUILDING AREA : 1232 m 2 COVERAGE : 17.40% INDEX 001 - SITE PLAN 100 - PLAN MAIN BUILDING 101 - ROOF PLAN 102 - CEILING LAYOUT 103 - FIRE PLAN 200 - SECTIONS 300 - ELEVATIONS 500 - DETAILS 900 - WINDOW SCHEDULE 901 - DOOR SCHEDULE 902 - FINISHING SCHEDULE GENERAL NOTES 1. ALL WORK TO COMPLY WITH NATIONAL BUILDING REGULATIONS ACT 103 OF 1979 AND AMENDMENTS THERETO AS WELL AS THE BY-LAWS OF THE LOCAL AUTHORITY . 2. ARCHITECTS DRAWINGS TO BE READ IN CONJUCTION WITH THAT OF THE STRURAL ENGINEER'S , ELECTRICAL ENGINEERS'S AND PLUMBING CONSULTANT'S DRAWINGS WHERE SPECIFIED. 3. ROOFS IN ACCORDANCE WITH PART L OF SABS 0400. REFER TO SECTIONS AND STRUCTURAL ENGINEERS DRAWINGS WHERE SPECFIED. 4. WALLS: IN ACCORDANCE WITH PART K OF SABS 0040 . REFER TO SECTIONS ND PROVIDE BRICKFORCE EVERY 5TH COURSE. 5. STRUCTURAL WORK: REFER TO STRURAL ENGINEER'S DRAWINGS AND SPECIFICATIONS. 6. DRAINAGE : IN ACCORDANCE WITH PART P OF SABS 0400. APPROVED MATERIALS TO BE USED THROUGHOUT - ALSO REFER TO PLUMBING CONSULTANT'S DRAWINGS 7. GLAZING: IN ACCORDANCE WITH PAT N OF SABS 0040, SABS 0137 AND SABS 1263 SF01 W14 W14 W15 W 14 W14 W15 SF02 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. Aluminium louvres to detail. Aluminium louvres to detail. Box gutter Rainwater emergency outlet. Box gutter Rainwater emergency outlet. Box gutter Rainwater emergency outlet. Box gutter Rainwater emergency outlet. Box gutter Rainwater emergency outlet. Box gutter Rainwater emergency outlet. 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 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 Wide concrete apron to engineer's details. 2m Wide concrete apron to engineer's details. 2m Wide concrete apron to engineer's details. ROOF PLAN Scale 1:100 ALL ROOFS TO BE INSULATED WITH APPROVED SISALATION MIN. THICKNESS 110mm. Roof Note : 0.8mm Z275spelter galvanised steel sheeting with "Chromadek" or equivalent roof sheets laid at 10ー slope on 50X76MM perlins laid on timber trusses to engineer's design by specialist, laid at 1m c/c with approved insulation laid between purlins and roof sheets. ALL ROOFS TO BE INSULATED WITH APPROVED SISALATION MIN. THICKNESS 110mm. ALL ROOFS TO BE INSULATED WITH APPROVED 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 B B C C FLAT TYPE SOLAR HEATING PANEL AS PER SANS 10400.not to be visible from the street.Geyser to be instaled inside roof void. FLAT TYPE SOLAR HEATING PANEL AS PER SANS 10400.not to be visible from the street.Geyser to be instaled inside roof void. ROOF PITCH @ 10ー ROOF PITCH @ 10ー ROOF PITCH @ 10ー ROOF PITCH @ 10ー ROOF PITCH @ 7ー ROOF PITCH @ 10ー ROOF PITCH @ 7ー ROOF PITCH @ 7ー ROOF PITCH @ 7ー ROOF PITCH @ 7ー ROOF PITCH @ 10ー ROOF PITCH @ 10ー Roof Note : 0.8mm Z275spelter galvanised steel sheeting with "Chromadek" or equivalent roof sheets laid at 7ー slope on 50X76MM perlins laid on timber trusses to engineer's design by specialist, laid at 1m c/c with approved insulation laid between purlins and roof sheets. Roof Note : 0.8mm Z275spelter galvanised steel sheeting with "Chromadek" or equivalent roof sheets laid at 7ー slope on 50X76MM perlins laid on timber trusses to engineer's design by specialist, laid at 1m c/c with approved insulation laid between purlins and roof sheets. Roof Note : 0.8mm Z275spelter galvanised steel sheeting with "Chromadek" or equivalent roof sheets laid at 7ー slope on 50X76MM perlins laid on timber trusses to engineer's design by specialist, laid at 1m c/c with approved insulation laid between purlins and roof sheets. Roof Note : 0.8mm Z275spelter galvanised steel sheeting with "Chromadek" or equivalent roof sheets laid at 7ー slope on 50X76MM perlins laid on timber trusses to engineer's design by specialist, laid at 1m c/c with approved insulation laid between purlins and roof sheets. Roof Note : 0.8mm Z275spelter galvanised steel sheeting with "Chromadek" or equivalent roof sheets laid at 7ー slope on 50X76MM perlins laid on timber trusses to engineer's design by specialist, laid at 1m c/c with approved insulation laid between purlins and roof sheets. Roof Note : 0.8mm Z275spelter galvanised steel sheeting with "Chromadek" or equivalent roof sheets laid at 10ー slope on 50X76MM perlins laid on timber trusses to engineer's design by specialist, laid at 1m c/c with approved insulation laid between purlins and roof sheets. Concrete Box gutter. Concrete Box gutter. Concrete Box gutter. ROOF PLAN SED_13A.001WD.2016_101
Transcript

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

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