North East Elevation South West Elevation SURFACE BED NOTES: … · 2019. 11. 7. · 2210 high...
Transcript of North East Elevation South West Elevation SURFACE BED NOTES: … · 2019. 11. 7. · 2210 high...
Lintol Level 2125
Ablution Wallplate Level 2890
Ablutions Finished Floor Level 0
South West ElevationSCALE 1:100
FINISHED GROUND LEVEL
FACEBRICK FACEBRICK
Lintol Level 2125
Ablution Wallplate Level 2890
Ablutions Finished Floor Level 0
SW4SW4SW4SW4SW4SW4SW4SW4SW4SW4SW4SW4SW4SW4SW4SW4SW4SW4SW4SW4
FIBRE CEMENT FASCIA BOARD 300 X 3mm
FACEBRICK
CONCRETE LINTOLS OVER
SCREEN WALL 2210 HIGH DPC BELOW CONCRETE COPYING
North East ElevationSCALE 1:100
FINISHED GROUND LEVEL
FACEBRICK
110∅ HDPE SOILPIC PE INVERT LEVEL MIN 450 WITH FALL 1:60 TO SEWER CONNECTION
IE
40∅WHB
IE IE IE IE IE
2WVV
2WVV2WVV2WVV 2WVV2WVV 2WVV110∅
WC 110∅WC
110∅WC
110∅WC
110∅WC
110∅WC
110∅WC
110∅WC
110∅WC
110∅WC
110∅WC
110∅WC
110∅WC
50∅UR
50∅UR
50∅UR
50∅UR
50∅SHR
50∅SHR
50∅SHR
50∅SHR
50∅SHR
PRE SLOPED BOX CHANNEL WITH STAINLESS STEEL GRID TO DISCHARGE TO SEWER SOILPIPE
Lintol Level 2125
Ablution Wallplate Level 2890
Ablutions Finished Floor Level 0
North West ElevationSCALE 1:100
FINISHED GROUND LEVEL
FACEBRICK FACEBRICK
Lintol Level 2125
Ablution Wallplate Level 2890
Ablutions Finished Floor Level 0
South West ElevationSCALE 1:100
FINISHED GROUND LEVEL
FACEBRICK FACEBRICK
FACEBRICK
110∅ HDPE SOILPIC PE INVERT LEVEL MIN 450 WITH FALL 1:60 TO SEWER CONNECTION
40∅WHB
IE
2WVV40∅WHB
40∅WHB
40∅WHB
40∅WHB
IE
40∅WHB
40∅WHB
40∅WHB
40∅WHB
2WVV
PRE SLOPED BOX CHANNEL WITH STAINLESS STEEL GRID TO DISCHARGE TO SEWER SOILPIPE
A
A
2201000220 3220 220 7440 220 2000 220 2000 220 7660 220 2110 220 1000 220
9820 2500 4660 2500 8930
1220 220 1000 110 1000 110 1000 220 1000 110 1000 110 1000 110 1000 110 3000 220 110 1000 110 1000 110 1000 110 1000 110 1000 110 1000 220 1000 110 1000 220 1220
1220 11320 1220
1220259701220
220
3220
220
2110
220
1200
220
2580
110
1220
220
220
1200
220
1800
110
2000
220
1420
4350
5770
220
1200
220
1800
110
2000
220
220
1200
220
2600
110
1200
220
Showerscement screed
FFL: 0,000
CH: 2,720
Male Toiletscement screed
FFL: 0,000
CH: 2,720
Disabledcement screed
FFL: 0,000
CH: 2,720
SW4 SW4 SW4 SW4 SW4 SW4 SW4 SW4 SW4
SW4 SW4
SW4 SW4 SW4 SW4 SW4 SW4 SW4 SW4 SW4
SW4
SW4 SW4SW4SW4
SW4
Ablution Block FloorplanSCALE 1:100
Toilets Foyercement screed
FFL: 0,000
Showerscement screed
FFL: 0,000
CH: 2,720
Female Toiletscement screed
FFL: 0,000Disabledcement screed
FFL: 0,000
CH: 2,720
A
A
WD2
WD3 WD3 WD3 WD3 WD3 WD3 WD3 WD3 WD3 WD3
WD2
WD3
WD1
WD1 WD1
WD1
2210 HIGH SCREEN WALL
LOCKERS
SHR
170mm BRICKWORK TO SHOWER
WHB WHB WHB WHB
UR
UR
UR
URURUR
WCWCWCWC
WHB WHB WHB WHB WHB
SHR SHR SHR SHRWC WC WC WC WC WC WC
2210 HIGH SCREEN WALL
WHB
WC WC
110X425 HIGHBRICK WALL WITH CONCRETECOPYING TO DETAIL
CONCRETE RAMP AT1:12 SLOPE
110 STUB STACK WITH 2WVV
110 STUB STACK WITH 2WVV
110 STUB STACK WITH 2WVV
110 STUB STACK WITH 2WVV
110∅ HDPE SOILPIC PE INVERT LEVEL MIN 450 WITH FALL 1:60 TO SEWER CONNECTION
ALL LEVELS DENOTED WITH + OR - ARE IN RELATION TO 0.000 EVERY OTHER ARE IN RELATION TO THE FFL
LINE OF ROOF OVERHANG
LINE OF ROOF OVERHANG
IE IE IE IE IEIE
IE IE IE IE
IE
110X425 HIGHBRICK WALL WITH CONCRETECOPYING TO DETAIL
CONCRETE RAMP AT1:12 SLOPE
170mm BRICKWORK
PRE SLOPED BOX CHANNEL WITH STAINLESS STEEL GRID TO DISCHARGE TO SEWER SOILPIPE
PRE SLOPED BOX CHANNEL WITH STAINLESS STEEL GRID TO DISCHARGE TO SEWER SOILPIPE
Ablution Block Roof PlanSCALE 1:100
CHROMADEK IBR PROFILE ROOF SHEETING ON 75X50 SAP PURLINS ON 152X52 GRADE 6 RAFTERS ON ON 114X38 SAP WALLPLATE TIED WITH 2 STRANDS GAUGE WIRE MINIMUM 4 COURSES BELOW WALLPLATE. FLEXIBLE FIBRE GLASS BLANKED INSULATION ON 9mm GYPSUM CEILING BOARDS ON 600 X 1200 SUSPENDED CEILING AT 12° ROOF PITCH.
FIBRE CEMENT FASCIA BOARD 300 X 3mm
DIRECTION OF FALLL
LINE OF BUILDING
100 X 75 STEEL GUTTERS AND 75 X 75 SQUARE DOWNPIPES TO DEPOSIT 100mm OFF APRON. GUTTERS TO BE SUPPLIED WITH STOP ENDS.
SCREEN WALL 2210 HIGH DPC BELOW CONCRETE COPYING
300
150
150
300
150
300
150
150150
300
300
Roof Assemby Detail
PLASTERED CEILING BOARDS(R VALUE = 0.5)NFX BRICKWORK
CHROMADEK IBR ROOF SHEETING152X52 SAP RAFTER
SCALE: NTS
75X50 PURLINS
114X38 WALLPLATE
REFLECTIVE FOIL INSULATION
N
LEGEND:
GT
16/09/19
GTGT
RevisionRev Date Authby
Chkdby
Revby by
App
RevDrawing No.
Project
Director
Designed by
Checked by
Drawn by
Scale
ABLUTION BLOCK
Title
Approved
Date
KASERNE TAXI HOLDING FACILITYFOR
ERF 1230
DOORNFONTEIN No.:92-IR
CITY AND SUBURBAN x10
1st Floor, Block C, Unit 7Willow Wood Office Park220 Third Street, Chartwell,FOURWAYS, 2191
Tel: +27 11 568 1318Fax: +27 86 633 4995Cell: +27 82 577 1299eMail: [email protected]
Client
All work is to be done in accordance with the National building Regulations.All materials and workmanship are to comply with the relevant S.A.B.S.codes and or the specified international codes where applicable in theArchitectural specifications. The contractor shall in all aspects of the workscomply with the provisions of the Occupational Health and Safety Act, 1993(Act No 85 of 1993) and any regulations promulgated in terms of that Act orthe Factories Machinery and Building Works Act of 1941. The contractorshall set up, document and maintain a quality assurance and quality controlsystem, in accordance with SANS 9001/ISO 9001, able to be checked to thesatisfaction of the Architect, that all materials and workmanship, whatevertheir sources, meet the requirements of the Specification. Should theContractor or any of his sub-contractors be certified to the SANS 9000family of standards then monitor these works accordingly. This drawing mustbe read in conjunction with all the relevant drawings, schedules andspecifications and all other consultants related to the project. This drawing isnot to be scaled. Figured dimensions to be used. All dimensions are inmillimeters unless otherwise stated. All dimensions and levels must bechecked on site by the contractor before putting work in hand. All work to beexecuted by competent persons qualified for the specific trade.
FOUNDATION NOTES:ꞏ All foundations, foundation walls, retaining walls, sub soil stormwaterdrainage and soil compaction to Eng's spec & approval.ꞏ 230mm walls on min 600(w)x230(h) & 115mm walls on min 450(w)x250(h)strip foundations with 20mpa concrete.
SURFACE BED NOTES:ꞏ Internal surface bed 85mm 20mpa concrete on dpc & well compacted fill at150mm layers.ꞏ Slabs are not to be cast on in-situ material, allow to remove min. 300mmand re-compact in 150mm layers external surface bed 85mm 20mpaconcrete as above
WALL NOTES:ꞏ Brickwork: Clay stock keyed to receive plaster finishꞏ 230mm brick walls with brickforce every 4 courses and every course for 6courses over openings or to Eng's spec. & approvalꞏ All brickwork min 7 mpa with Class II mortar.
ROOF NOTES:ꞏ Refer to roof notes.
SANITARY & DRAINAGE NOTES:ꞏ Plumber to attain balanced hot & cold pressure to ensure the optimumoperation of mixer & tap fittings.ꞏ Soil & waste water 110mm uPVC pipe to fall min 1:40.ꞏ Provide i.e's to all bends and junctions in accordance with local authorityrequirements.ꞏ Provide c.e's at every change of direction.ꞏ Waste & SW pipes under floor slab to be encased in 100mm concrete andare not to carry any load.ꞏ All waste pipes to have 65mm re-seal traps and be accessible over entirelength for cleaning and repairs.ꞏ Conceal all pipe work.ꞏ Pipe sizes:
wc = 100Øbath = 50Øwb = 32Øshwr = 50Øsink = 50Ø
4 AR
PROJECT PHASE REVISIONDISCIPLINE BLOCK / SERIES / SUFFIX
B2019-11 200
REV DATE DESCRIPTION
A 2019-11-04 GTTender Drawing
GT
Lintol Level 2125
Ablution Wallplate Level2890
Ablutions Finished Floor Level 0
GENERAL FOUNDATIONS NOTE:FOUNDATIONS TO BE ESCAVATED BELOW ANY FILLING TO A DEPTH OFTHE ENGINEERS SPECIFICATION.IF A CONCRETE APRON IS RECOMMENDED, IT SHOULD BE LAID AT 1 DEGREE SLOPE AWAY FROM WALL
Urinalstiles
DPC TO BE INCORPORATED BENEATH ALLWINDOW CILLS AND UNDERNEATH ALL FLOORS
DPC
Section A-ASCALE 1:100
CHROMADEK IBR PROFILE ROOF SHEETING ON 75X50 SAP PURLINS ON 152X52 GRADE 6 RAFTERS ON ON 114X38 SAP WALLPLATE TIED WITH 2 STRANDS GAUGE WIRE MINIMUM 4 COURSES BELOW WALLPLATE. REFLECTIVE FOIL TO BE INTERGRATED ONTO ROOF COVERING. 9mm GYPSUM CEILING BOARDS ON 600 X 1200 SUSPENDED CEILING AT 12°ROOF PITCH.
COMPACTION TO ENGINEERS SPECIFICATIONS
RAFT FOUNDATIONS TO ENGINEERS DRAWINGS
NATURAL GROUND LEVEL
Roof Assemby Detail
PLASTERED CEILING BOARDS(R VALUE = 0.5)NFX BRICKWORK
CHROMADEK IBR ROOF SHEETING152X52 SAP RAFTER
SCALE: NTS
75X50 PURLINS
114X38 WALLPLATE
DPC DPC
170
2125
170
2890
WD1
765
ø 600
PRE SLOPED BOX CHANNEL WITH STAINLESS STEEL GRID TO DISCHARGE TO SEWER SOILPIPE
STEEL GRATETO WALL OPENING1500 x 300 HIGH
1500
300
2125
REFLECTIVE FOIL INSULATION
Ablution Block Block Plan110m2
Ablution Block Area PlanSCALE 1:100
4350
1420
11320 12201220
25970
4220 10430
3190
2580
Ablution Block Wall FinishSCALE 1:100
Facebrick2 Tiles Below Fitting up till 2 tiles above fittingTiled off ffl till 2125Plaster & Paint
Showerscement screed
Male Toiletscement screed
Disabledcement screed
Toilets Foyercement screed
Showerscement screed
Female Toiletscement screed
Disabledcement screed
SANS 227 NFX Brick
N
LEGEND:
GT
16/09/19
GTGT
RevisionRev Date Authby
Chkdby
Revby by
App
RevDrawing No.
Project
Director
Designed by
Checked by
Drawn by
Scale
ABLUTION BLOCK
Title
Approved
Date
KASERNE TAXI HOLDING FACILITYFOR
ERF 1230
DOORNFONTEIN No.:92-IR
CITY AND SUBURBAN x10
1st Floor, Block C, Unit 7Willow Wood Office Park220 Third Street, Chartwell,FOURWAYS, 2191
Tel: +27 11 568 1318Fax: +27 86 633 4995Cell: +27 82 577 1299eMail: [email protected]
Client
All work is to be done in accordance with the National building Regulations.All materials and workmanship are to comply with the relevant S.A.B.S.codes and or the specified international codes where applicable in theArchitectural specifications. The contractor shall in all aspects of the workscomply with the provisions of the Occupational Health and Safety Act, 1993(Act No 85 of 1993) and any regulations promulgated in terms of that Act orthe Factories Machinery and Building Works Act of 1941. The contractorshall set up, document and maintain a quality assurance and quality controlsystem, in accordance with SANS 9001/ISO 9001, able to be checked to thesatisfaction of the Architect, that all materials and workmanship, whatevertheir sources, meet the requirements of the Specification. Should theContractor or any of his sub-contractors be certified to the SANS 9000family of standards then monitor these works accordingly. This drawing mustbe read in conjunction with all the relevant drawings, schedules andspecifications and all other consultants related to the project. This drawing isnot to be scaled. Figured dimensions to be used. All dimensions are inmillimeters unless otherwise stated. All dimensions and levels must bechecked on site by the contractor before putting work in hand. All work to beexecuted by competent persons qualified for the specific trade.
FOUNDATION NOTES:ꞏ All foundations, foundation walls, retaining walls, sub soil stormwaterdrainage and soil compaction to Eng's spec & approval.ꞏ 230mm walls on min 600(w)x230(h) & 115mm walls on min 450(w)x250(h)strip foundations with 20mpa concrete.
SURFACE BED NOTES:ꞏ Internal surface bed 85mm 20mpa concrete on dpc & well compacted fill at150mm layers.ꞏ Slabs are not to be cast on in-situ material, allow to remove min. 300mmand re-compact in 150mm layers external surface bed 85mm 20mpaconcrete as above
WALL NOTES:ꞏ Brickwork: Clay stock keyed to receive plaster finishꞏ 230mm brick walls with brickforce every 4 courses and every course for 6courses over openings or to Eng's spec. & approvalꞏ All brickwork min 7 mpa with Class II mortar.
ROOF NOTES:ꞏ Refer to roof notes.
SANITARY & DRAINAGE NOTES:ꞏ Plumber to attain balanced hot & cold pressure to ensure the optimumoperation of mixer & tap fittings.ꞏ Soil & waste water 110mm uPVC pipe to fall min 1:40.ꞏ Provide i.e's to all bends and junctions in accordance with local authorityrequirements.ꞏ Provide c.e's at every change of direction.ꞏ Waste & SW pipes under floor slab to be encased in 100mm concrete andare not to carry any load.ꞏ All waste pipes to have 65mm re-seal traps and be accessible over entirelength for cleaning and repairs.ꞏ Conceal all pipe work.ꞏ Pipe sizes:
wc = 100Øbath = 50Øwb = 32Øshwr = 50Øsink = 50Ø
4 AR
PROJECT PHASE REVISIONDISCIPLINE BLOCK / SERIES / SUFFIX
B2019-11 201
REV DATE DESCRIPTION
A 2019-11-04 GTTender Drawing
AA
220
2500
110
2610
220
2610
110
2500
220
220 3500 220 3000 660
220 2390 110 1000 110 3550 220
220 3500 110 3550 220
7600
1110
0
3940 3660
7600
730
4200
5102
2013
1011
038
0022
0
5660
5440
1110
0
Office 2tiles
FFL: 0,000
CH: 2,890
Kitc
hene
ttetile
s
Porchcement screed
FFL: -0,085
CH: 2,550
Office Block FloorplanSCALE 1:100
Meeting Roomtiles
FFL: 0,000
CH: 2,890
Office 1tiles
FFL: 0,000
CH: 2,890
Workers Loungetiles
FFL: 0,000
CH: 2,890
Foyer tiles
SW1 SW1
SW1
SW1
SW3
WD2
WD2
WD2
WD2
WD1
WD1
B1 B1
110 ∅
HDPE S
OILPIC P
E INVERT LEVEL M
IN
450
WITH FALL 1:60 TO
SEWE
R CO
NNEC
TION
SINK
GULLEY
IE
WD1
SW2
Sluice Roomscreed
220 2390 110
AAB2 B2
2880 110 1670 220
Office Block Finished Floor Level 0
Lintol Level 2125
FIBRE BOARD FASCIA
SW1SW1
FACEBRICK
CONCRETE LINTOLS OVER
Office Wallplate Level 2890
North East ElevationSCALE 1:100
FINISHED GROUND LEVEL
FACEBRICK
Office Block Finished Floor Level 0
Lintol Level 2125
SW3
Office Wallplate Level 2890
North West ElevationSCALE 1:100
FINISHED GROUND LEVEL
110∅ HDPE SOILPIC PE INVERT LEVEL MIN 450 WITH FALL 1:60 TO SEWER CONNECTION
IE
GULLEY
40∅SINK
FACEBRICK
Office Block Finished Floor Level 0
Lintol Level 2125
South East ElevationSCALE 1:100
WD1SW1
Office Wallplate Level 2890
FINISHED GROUND LEVEL
FACEBRICK
Office Block Finished Floor Level 0
Lintol Level 2125
WD1SW1
Office Wallplate Level 2890
South West ElevationSCALE 1:100
FINISHED GROUND LEVEL
FACEBRICK
SW2
Office Block Finished Floor Level 0
Lintol Level 2125
WD2 WD1
SW1
255
Office Wallplate Level 2890
GENERAL FOUNDATIONS NOTE:FOUNDATIONS TO BE ESCAVATED BELOW ANY FILLING TO A DEPTH OFTHE ENGINEERS SPECIFICATION.IF A CONCRETE APRON IS RECOMMENDED, IT SHOULD BE LAID AT 1 DEGREE SLOPE AWAY FROM WALL
Office 1tiles
FFL: 0,000
CH: 2,890
DPC TO BE INCORPORATED BENEATH ALLWINDOW CILLS AND UNDERNEATH ALL FLOORS
DPCDPCDPC
Section B1SCALE 1:100
CORRUGATED IRON SHEETING ON 75X50 SAP PURLINS ON 152X52 GRADE 6 RAFTERS ON ON 114X38 SAP WALLPLATE TIED WITH 2 STRANDS GAUGE WIRE MINIMUM 4 COURSES BELOW WALLPLATE. FLEXIBLE FIBRE GLASS BLANKED INSULATION ON 9mm GYPSUM CEILING NAILED TO 38X38 SAP BRANDERING @ 300 C/C NAILED BETWEEN RAFTERS, WHICH STAND MIN 1000 APART AT 6° ROOF PITCH.
GROUND FILLING AND COMPACTION TO ENGINEERS DETAIL
RAFT FOUNDATIONS TO ENGINEERS DETAIL AND DESIGN
FINISHED GROUND LEVEL
2125
255
Porchtiles
FFL: -0,085
CH: 2,550
2465
170
765
2890
SW2
Office Block Wall FinishSCALE 1:100
Semi-FacebrickTiled 800 off ffl till 2 tiles above sinkTiled off ffl till 2125Plaster & Paint
Office 2tiles
Kitc
hene
ttetile
s
Porchcement screed
Meeting Roomtiles
Office 1tiles
Workers Loungetiles
Foyertiles
SluiceRoomtiles
Office Block Roof PlanSCALE 1:100
300
150
300
150
300 300
CHROMADEK IBR PROFILE ROOF SHEETING ON 75X50 SAP PURLINS ON 152X52 GRADE 6 RAFTERS ON ON 114X38 SAP WALLPLATE TIED WITH 2 STRANDS GAUGE WIRE MINIMUM 4 COURSES BELOW WALLPLATE. FLEXIBLE FIBRE GLASS BLANKED INSULATION ON 9mm GYPSUM CEILING BOARDS ON 600 X 1200 SUSPENDED CEILING AT 8° ROOF PITCH.
FIBRE CEMENT FASCIA BOARD 300 X 3mm
DIRECTION OF FALLL
LINE OF BUILDING
100 X 75 STEEL GUTTERS AND 75 X 75 SQUARE DOWNPIPES TO DEPOSIT 100mm OFF APRON. GUTTERS TO BE SUPPLIED WITH STOP ENDS.
Roof Assemby Detail
PLASTERED CEILING BOARDS(R VALUE = 0.5)PLASTERED BRICKWORK
FLEXIBLE FIBRE GLASS BLANKET @ 130mmTHICKNESSR VALUE = 0.040 (COMBINED = [0.04x130mm]5.2
CHROMADEK IBR ROOF SHEETING152X52 SAP RAFTER
SCALE: NTS
50X38 PURLINS
114X38 WALLPLATE
Ofice Block Block Plan84,39m2
Office Block Area PlanSCALE 1:100
1110
0
7600
Office Block Finished Floor Level 0
Lintol Level 2125
Office Wallplate Level 2890
GENERAL FOUNDATIONS NOTE:FOUNDATIONS TO BE ESCAVATED BELOW ANY FILLING TO A DEPTH OFTHE ENGINEERS SPECIFICATION.IF A CONCRETE APRON IS RECOMMENDED, IT SHOULD BE LAID AT 1 DEGREE SLOPE AWAY FROM WALL
Sluicetiles
DPC TO BE INCORPORATED BENEATH ALLWINDOW CILLS AND UNDERNEATH ALL FLOORS
DPC
Section B2SCALE 1:100
CORRUGATED IRON SHEETING ON 75X50 SAP PURLINS ON 152X52 GRADE 6 RAFTERS ON ON 114X38 SAP WALLPLATE TIED WITH 2 STRANDS GAUGE WIRE MINIMUM 4 COURSES BELOW WALLPLATE. FLEXIBLE FIBRE GLASS BLANKED INSULATION ON 9mm GYPSUM CEILING NAILED TO 38X38 SAP BRANDERING @ 300 C/C NAILED BETWEEN RAFTERS, WHICH STAND MIN 1000 APART AT 6° ROOF PITCH.
GROUND FILLING AND COMPACTION TO ENGINEERS DETAIL
RAFT FOUNDATIONS TO ENGINEERS DETAIL AND DESIGN
FINISHED GROUND LEVEL
Foyertiles
Kitchennetetiles
FFL: 0,000
CH: 2,890WD2WD2WD1WD1 SW2
DPC
255
2125
765
255
2890
N
LEGEND:
GT
16/09/19
GTGT
RevisionRev Date Authby
Chkdby
Revby by
App
RevDrawing No.
Project
Director
Designed by
Checked by
Drawn by
Scale
OFFICES
Title
Approved
Date
KARSENE TAXI HOLDING FACILITYFOR
ERF 1230
DOORNFONTEIN No.:92-IR
CITY AND SUBURBAN x10
1st Floor, Block C, Unit 7Willow Wood Office Park220 Third Street, Chartwell,FOURWAYS, 2191
Tel: +27 11 568 1318Fax: +27 86 633 4995Cell: +27 82 577 1299eMail: [email protected]
Client
All work is to be done in accordance with the National building Regulations.All materials and workmanship are to comply with the relevant S.A.B.S.codes and or the specified international codes where applicable in theArchitectural specifications. The contractor shall in all aspects of the workscomply with the provisions of the Occupational Health and Safety Act, 1993(Act No 85 of 1993) and any regulations promulgated in terms of that Act orthe Factories Machinery and Building Works Act of 1941. The contractorshall set up, document and maintain a quality assurance and quality controlsystem, in accordance with SANS 9001/ISO 9001, able to be checked to thesatisfaction of the Architect, that all materials and workmanship, whatevertheir sources, meet the requirements of the Specification. Should theContractor or any of his sub-contractors be certified to the SANS 9000family of standards then monitor these works accordingly. This drawing mustbe read in conjunction with all the relevant drawings, schedules andspecifications and all other consultants related to the project. This drawing isnot to be scaled. Figured dimensions to be used. All dimensions are inmillimeters unless otherwise stated. All dimensions and levels must bechecked on site by the contractor before putting work in hand. All work to beexecuted by competent persons qualified for the specific trade.
FOUNDATION NOTES:ꞏ All foundations, foundation walls, retaining walls, sub soil stormwaterdrainage and soil compaction to Eng's spec & approval.ꞏ 230mm walls on min 600(w)x230(h) & 115mm walls on min 450(w)x250(h)strip foundations with 20mpa concrete.
SURFACE BED NOTES:ꞏ Internal surface bed 85mm 20mpa concrete on dpc & well compacted fill at150mm layers.ꞏ Slabs are not to be cast on in-situ material, allow to remove min. 300mmand re-compact in 150mm layers external surface bed 85mm 20mpaconcrete as above
WALL NOTES:ꞏ Brickwork: Clay stock keyed to receive plaster finishꞏ 230mm brick walls with brickforce every 4 courses and every course for 6courses over openings or to Eng's spec. & approvalꞏ All brickwork min 7 mpa with Class II mortar.
ROOF NOTES:ꞏ Refer to roof notes.
SANITARY & DRAINAGE NOTES:ꞏ Plumber to attain balanced hot & cold pressure to ensure the optimumoperation of mixer & tap fittings.ꞏ Soil & waste water 110mm uPVC pipe to fall min 1:40.ꞏ Provide i.e's to all bends and junctions in accordance with local authorityrequirements.ꞏ Provide c.e's at every change of direction.ꞏ Waste & SW pipes under floor slab to be encased in 100mm concrete andare not to carry any load.ꞏ All waste pipes to have 65mm re-seal traps and be accessible over entirelength for cleaning and repairs.ꞏ Conceal all pipe work.ꞏ Pipe sizes:
wc = 100Øbath = 50Øwb = 32Øshwr = 50Øsink = 50Ø
4 AR
PROJECT PHASE REVISIONDISCIPLINE BLOCK / SERIES / SUFFIX
B2019-11 100
REV DATE DESCRIPTION
A 2019-11-06 GTTender Drawing
A
A
STEEL COLUMN TO ENGINEERS DETAIL
Type A Food Stall FloorplanSCALE 1:100
C1
C14
1200 WIDE CONCRETE APRON SCREEDED TOWARDS EDGES
3362
DRAINAGE NOTES:ALL DRAINAGE OFF INDUSTRIALSINKS TO SIFT INTO GREASE TRAP BEFORECONNECTING TO SOILPIPE, SPEFICATION TO MECHANICAL ENGINEER.
110∅ HDPE SOILPIC PE INVERT LEVEL MIN 450 WITH FALL 1:60 TO SEWER CONNECTION
29003
29002
29001
1200
220
A
B
Stall 1cement screed
FFL: 0,000
CH: 2,975
Stall 2cement screed
FFL: 0,000
CH: 2,975
Stall 3cement screed
FFL: 0,000
CH: 2,975
STEEL COLUMN TO ENGINEERS DETAIL
SINKCONCRETE WORKTOP CONCRETE WORKTOP
G.T.
SINK
STEEL COLUMN TO ENGINEERS DETAIL
CONCRETE WORKTOP
G.T.
SINKSINK
G.T.
220 2680 220 2680 220 2680 220
261 55 110 2265 110 415 110 2265 110 415 110 2265 110
1200 1200
1200
249
2860
5536
3
STEEL ROLLER SHUTTERDOOR
STEEL ROLLER SHUTTERDOOR
STEEL ROLLER SHUTTERDOOR
SD1 SD1 SD1
8920
3692
Lintol Level 2125
Stall A Finished Floor Level 0
South West ElevationSCALE 1:100
CHROMADEK IBR PROFILE ROOF SHEETING AT 5° ROOF PITCH ALL ROOF AN STRUCTURAL STRUCTURE TO ENGINEERS DETAIL AND SPECIFICATION. REFLECTIVE FOIL INSULATION TO BE INTERGRATED INTO ROOF
STEEL MESH TO DETAIL
STEEL ROLLDER SHUTTERGARAGE DOOR
CONCRETE APRON SCREEDED AWAY FROM WALL
STEEL COLUMN
FINISHED GROUND LEVEL
1 2 3 4
Stall A Wallplate Level 2975
Lintol Level 2125
Stall A Finished Floor Level 0
South East ElevationSCALE 1:100
AB
FACEBRICK
FINISHED GROUND LEVEL
Stall A Wallplate Level 2975
Lintol Level 2125
Stall A Finished Floor Level 0
North West ElevationSCALE 1:100
BA
FACEBRICK
FINISHED GROUND LEVEL
Stall A Wallplate Level 2975
Lintol Level 2125
Stall A Finished Floor Level 0
4 3 2 1
North East ElevationSCALE 1:100
110∅ HDPE SOILPIC PE INVERT LEVEL MIN 450 WITH FALL 1:60 TO SEWER CONNECTION
2WVV 40∅SINK
G.T.
40∅SINK
40∅SINK
FINISHED GROUND LEVELIE
Stall A Wallplate Level 2975
Lintol Level2125
Stall A Finished Floor Level0
GENERAL FOUNDATIONS NOTE:FOUNDATIONS TO BE ESCAVATED BELOW ANY FILLING TO A DEPTH OFTHE ENGINEERS SPECIFICATION.CONCRETE APRON TO BE LAID AT 8 DEGREE SLOPE AWAY FROM WALL
Section C1SCALE 1:100
CHROMADEK IBR PROFILE ROOF SHEETING AT 5° ROOF PITCH ALL ROOF AND STEEL STRUCTURAL STRUCTURE TO ENGINEERS DETAIL AND SPECIFICATION. REFLECTIVE FOIL INSULATION TO BE INTERGRATED INTO ROOF
RAFT FOUNDATIONS TO ENGINEERS SPECIFICATION AND DESIGN
FINISHED GROUND LEVEL
CONCRETE WORKTOP OVER 220 FACEBRICK WALL @ 900 HIGH
GUTTER TO SPECIFICATION
1000 WIDE CONCRETE APRON AROUND STALL TO ENGINEERS DETAIL
170
2125
170
Stall 3tiles
FFL: 0,000
CH: 2,975
AB
STEEL MESH TO DETAIL
INDUSTRIAL SINGLE BOWL SINK DISCHARGING INTO GREASE TRAP
STEEL MESH TO DETAIL
STEEL ROLLER SHUTTER DOOR
Stall A Wallplate Level2975
2975
850
Type A Food Stall Roof PlanSCALE 1:100
Roof Assemby Detail
CHROMADEK IBR ROOF SHEETINGSTEEL RAFTER
SCALE: NTS
LIP CHANNELS
STEEL I BEAM
STEEL MESHCHROMADEK IBR PROFILE ROOF SHEETING AT 5° ROOF PITCH ALL ROOF STRUCTURE TO ENGINEERS DETAIL AND SPECIFICATION. REFLECTIVE FOIL INSULATION TO BE INTERGRATED INTO ROOF
DIRECTION OF FALL
1000W CONCRETE APRON AROUND STALL
LINE OF BUILDING
100 X 75 STEEL GUTTERS AND 75 X 75 SQUARE DOWNPIPES TO DEPOSIT 100mm OFF APRON. GUTTERS TO BE SUPPLIED WITH STOP ENDS.
300
42900
32900
22900
1
A
B
3362
Type A Stall Block Plan32,93m2
Type A Food Stalls Block Area PlanSCALE 1:100
3692
8920
N
LEGEND:
GT
16/09/19
GTGT
RevisionRev Date Authby
Chkdby
Revby by
App
RevDrawing No.
Project
Director
Designed by
Checked by
Drawn by
Scale
Type A Food Stall
Title
Approved
Date
KASERNE TAXI HOLDING FACILITYFOR
ERF 1230
DOORNFONTEIN No.:92-IR
CITY AND SUBURBAN x10
1st Floor, Block C, Unit 7Willow Wood Office Park220 Third Street, Chartwell,FOURWAYS, 2191
Tel: +27 11 568 1318Fax: +27 86 633 4995Cell: +27 82 577 1299eMail: [email protected]
Client
All work is to be done in accordance with the National building Regulations.All materials and workmanship are to comply with the relevant S.A.B.S.codes and or the specified international codes where applicable in theArchitectural specifications. The contractor shall in all aspects of the workscomply with the provisions of the Occupational Health and Safety Act, 1993(Act No 85 of 1993) and any regulations promulgated in terms of that Act orthe Factories Machinery and Building Works Act of 1941. The contractorshall set up, document and maintain a quality assurance and quality controlsystem, in accordance with SANS 9001/ISO 9001, able to be checked to thesatisfaction of the Architect, that all materials and workmanship, whatevertheir sources, meet the requirements of the Specification. Should theContractor or any of his sub-contractors be certified to the SANS 9000family of standards then monitor these works accordingly. This drawing mustbe read in conjunction with all the relevant drawings, schedules andspecifications and all other consultants related to the project. This drawing isnot to be scaled. Figured dimensions to be used. All dimensions are inmillimeters unless otherwise stated. All dimensions and levels must bechecked on site by the contractor before putting work in hand. All work to beexecuted by competent persons qualified for the specific trade.
FOUNDATION NOTES:ꞏ All foundations, foundation walls, retaining walls, sub soil stormwaterdrainage and soil compaction to Eng's spec & approval.ꞏ 230mm walls on min 600(w)x230(h) & 115mm walls on min 450(w)x250(h)strip foundations with 20mpa concrete.
SURFACE BED NOTES:ꞏ Internal surface bed 85mm 20mpa concrete on dpc & well compacted fill at150mm layers.ꞏ Slabs are not to be cast on in-situ material, allow to remove min. 300mmand re-compact in 150mm layers external surface bed 85mm 20mpaconcrete as above
WALL NOTES:ꞏ Brickwork: Clay stock keyed to receive plaster finishꞏ 230mm brick walls with brickforce every 4 courses and every course for 6courses over openings or to Eng's spec. & approvalꞏ All brickwork min 7 mpa with Class II mortar.
ROOF NOTES:ꞏ Refer to roof notes.
SANITARY & DRAINAGE NOTES:ꞏ Plumber to attain balanced hot & cold pressure to ensure the optimumoperation of mixer & tap fittings.ꞏ Soil & waste water 110mm uPVC pipe to fall min 1:40.ꞏ Provide i.e's to all bends and junctions in accordance with local authorityrequirements.ꞏ Provide c.e's at every change of direction.ꞏ Waste & SW pipes under floor slab to be encased in 100mm concrete andare not to carry any load.ꞏ All waste pipes to have 65mm re-seal traps and be accessible over entirelength for cleaning and repairs.ꞏ Conceal all pipe work.ꞏ Pipe sizes:
wc = 100Øbath = 50Øwb = 32Øshwr = 50Øsink = 50Ø
4 AR
PROJECT PHASE REVISIONDISCIPLINE BLOCK / SERIES / SUFFIX
B2019-11 300
REV DATE DESCRIPTION
A 2019-11-04 GTTender Drawing
GT
A
A
2900 2900 2900
STEEL COLUMN TO ENGINEERS DETAIL
Type B Food Stall FloorplanSCALE 1:100
C2
C24 5 6 7
1200 WIDE CONCRETE APRON SCREEDED TOWARDS EDGES
3362
DRAINAGE NOTES:ALL DRAINAGE OFF INDUSTRIALSINKS TO SIFT INTO GREASE TRAP BEFORECONNECTING TO SOILPIPE, SPEFICATION TO MECHANICAL ENGINEER.
110∅ HDPE SOILPIC PE INVERT LEVEL MIN 450 WITH FALL 1:60 TO SEWER CONNECTION
29003
29002
29001
1200
220
A
B
Stall 1cement screed
FFL: 0,000
CH: 2,975
Stall 2cement screed
FFL: 0,000
CH: 2,975
Stall 3cement screed
FFL: 0,000
CH: 2,975
STEEL COLUMN TO ENGINEERS DETAIL
SINKCONCRETE WORKTOP CONCRETE WORKTOP
G.T.
SINKStall 4cement screed
FFL: 0,000
CH: 2,975
Stall 5cement screed
FFL: 0,000
CH: 2,975
Stall 6cement screed
FFL: 0,000
CH: 2,975
STEEL COLUMN TO ENGINEERS DETAIL
SINKCONCRETE WORKTOP CONCRETE WORKTOP
STEEL ROLLER SHUTTERDOOR
STEEL COLUMN TO ENGINEERS DETAIL
CONCRETE WORKTOP CONCRETE WORKTOP
G.T.
SINK
G.T.
SINK
G.T.
SINKSINK
G.T.
SINKSINK
G.T.
220 2680 220 2680 220 2680 220 2680 220 2680 220 2680 220
261 55 110 2265 110 415 110 2265 110 415 110 2265 110 415 110 2265 110 415 110 2265 110 415 110 2265 110 319
1200 1200
1200
249
2860
5536
3
STEEL ROLLER SHUTTERDOOR
STEEL ROLLER SHUTTERDOOR
STEEL ROLLER SHUTTERDOOR
STEEL ROLLER SHUTTERDOOR
STEEL ROLLER SHUTTERDOOR
SD1 SD1 SD1 SD1 SD1 SD1
17620
3692
Lintol Level 2125
Stall B Finished Floor Level 0
South West ElevationSCALE 1:100
CHROMADEK IBR PROFILE ROOF SHEETING AT 5° ROOF PITCH ALL ROOF AN STRUCTURAL STRUCTURE TO ENGINEERS DETAIL AND SPECIFICATION. REFLECTIVE FOIL INSULATION TO BE INTERGRATED INTO ROOF
STEEL MESH TO DETAIL
STEEL ROLLDER SHUTTERGARAGE DOOR
CONCRETE APRON SCREEDED AWAY FROM WALL
STEEL COLUMN
FINISHED GROUND LEVEL
1 2 3 4 5 6 7
Stall B Wallplate Level 2975
Lintol Level 2125
Stall B Finished Floor Level 0
South East ElevationSCALE 1:100
AB
FACEBRICK
FINISHED GROUND LEVEL
Stall B Wallplate Level 2975
Lintol Level 2125
Stall B Finished Floor Level 0
North West ElevationSCALE 1:100
BA
FACEBRICK
FINISHED GROUND LEVEL
Stall B Wallplate Level 2975
Lintol Level 2125
Stall B Finished Floor Level 0
4567 3 2 1
North East ElevationSCALE 1:100
110∅ HDPE SOILPIC PE INVERT LEVEL MIN 450 WITH FALL 1:60 TO SEWER CONNECTION
IE
2WVV40∅SINK
G.T.
2WVV 40∅SINK
G.T.
40∅SINK
40∅SINK
40∅SINK
40∅SINK
FINISHED GROUND LEVELIE
Stall B Wallplate Level 2975Lintol Level2125
Stall B Finished Floor Level0
GENERAL FOUNDATIONS NOTE:FOUNDATIONS TO BE ESCAVATED BELOW ANY FILLING TO A DEPTH OFTHE ENGINEERS SPECIFICATION.CONCRETE APRON TO BE LAID AT 8 DEGREE SLOPE AWAY FROM WALL
Section C2SCALE 1:100
CHROMADEK IBR PROFILE ROOF SHEETING AT 5° ROOF PITCH ALL ROOF AND STEEL STRUCTURAL STRUCTURE TO ENGINEERS DETAIL AND SPECIFICATION. REFLECTIVE FOIL INSULATION TO BE INTERGRATED INTO ROOF
RAFT FOUNDATIONS TO ENGINEERS SPECIFICATION AND DESIGN
FINISHED GROUND LEVEL
CONCRETE WORKTOP OVER 220 FACEBRICK WALL @ 900 HIGH
GUTTER TO SPECIFICATION
1000 WIDE CONCRETE APRON AROUND STALL TO ENGINEERS DETAIL
170
2125
170
Stall 6tiles
FFL: 0,000
CH: 2,975
AB
STEEL MESH TO DETAIL
INDUSTRIAL SINGLE BOWL SINK DISCHARGING INTO GREASE TRAP
STEEL MESH TO DETAIL
STEEL ROLLER SHUTTER DOOR
Stall B Wallplate Level2975
2975
850
Type B Food Stall Roof PlanSCALE 1:100
Roof Assemby Detail
CHROMADEK IBR ROOF SHEETINGSTEEL RAFTER
SCALE: NTS
LIP CHANNELS
STEEL I BEAM
STEEL MESHCHROMADEK IBR PROFILE ROOF SHEETING AT 5° ROOF PITCH ALL ROOF STRUCTURE TO ENGINEERS DETAIL AND SPECIFICATION. REFLECTIVE FOIL INSULATION TO BE INTERGRATED INTO ROOF
DIRECTION OF FALL
1000W CONCRETE APRON AROUND STALL
LINE OF BUILDING
100 X 75 STEEL GUTTERS AND 75 X 75 SQUARE DOWNPIPES TO DEPOSIT 100mm OFF APRON. GUTTERS TO BE SUPPLIED WITH STOP ENDS.
300
600
600
300
2900 2900 29004 5 6 7
29003
29002
29001
A
B
3362
Type B Stall Block Plan64,66m2
Type B Food Stall Block Area PlanSCALE 1:100
3692
17620
N
LEGEND:
GT
16/09/19
GTGT
RevisionRev Date Authby
Chkdby
Revby by
App
RevDrawing No.
Project
Director
Designed by
Checked by
Drawn by
Scale
Stall Type B
Title
Approved
Date
KASERNE TAXI HOLDING FACILITYFOR
ERF 1230
DOORNFONTEIN No.:92-IR
CITY AND SUBURBAN x10
1st Floor, Block C, Unit 7Willow Wood Office Park220 Third Street, Chartwell,FOURWAYS, 2191
Tel: +27 11 568 1318Fax: +27 86 633 4995Cell: +27 82 577 1299eMail: [email protected]
Client
All work is to be done in accordance with the National building Regulations.All materials and workmanship are to comply with the relevant S.A.B.S.codes and or the specified international codes where applicable in theArchitectural specifications. The contractor shall in all aspects of the workscomply with the provisions of the Occupational Health and Safety Act, 1993(Act No 85 of 1993) and any regulations promulgated in terms of that Act orthe Factories Machinery and Building Works Act of 1941. The contractorshall set up, document and maintain a quality assurance and quality controlsystem, in accordance with SANS 9001/ISO 9001, able to be checked to thesatisfaction of the Architect, that all materials and workmanship, whatevertheir sources, meet the requirements of the Specification. Should theContractor or any of his sub-contractors be certified to the SANS 9000family of standards then monitor these works accordingly. This drawing mustbe read in conjunction with all the relevant drawings, schedules andspecifications and all other consultants related to the project. This drawing isnot to be scaled. Figured dimensions to be used. All dimensions are inmillimeters unless otherwise stated. All dimensions and levels must bechecked on site by the contractor before putting work in hand. All work to beexecuted by competent persons qualified for the specific trade.
FOUNDATION NOTES:ꞏ All foundations, foundation walls, retaining walls, sub soil stormwaterdrainage and soil compaction to Eng's spec & approval.ꞏ 230mm walls on min 600(w)x230(h) & 115mm walls on min 450(w)x250(h)strip foundations with 20mpa concrete.
SURFACE BED NOTES:ꞏ Internal surface bed 85mm 20mpa concrete on dpc & well compacted fill at150mm layers.ꞏ Slabs are not to be cast on in-situ material, allow to remove min. 300mmand re-compact in 150mm layers external surface bed 85mm 20mpaconcrete as above
WALL NOTES:ꞏ Brickwork: Clay stock keyed to receive plaster finishꞏ 230mm brick walls with brickforce every 4 courses and every course for 6courses over openings or to Eng's spec. & approvalꞏ All brickwork min 7 mpa with Class II mortar.
ROOF NOTES:ꞏ Refer to roof notes.
SANITARY & DRAINAGE NOTES:ꞏ Plumber to attain balanced hot & cold pressure to ensure the optimumoperation of mixer & tap fittings.ꞏ Soil & waste water 110mm uPVC pipe to fall min 1:40.ꞏ Provide i.e's to all bends and junctions in accordance with local authorityrequirements.ꞏ Provide c.e's at every change of direction.ꞏ Waste & SW pipes under floor slab to be encased in 100mm concrete andare not to carry any load.ꞏ All waste pipes to have 65mm re-seal traps and be accessible over entirelength for cleaning and repairs.ꞏ Conceal all pipe work.ꞏ Pipe sizes:
wc = 100Øbath = 50Øwb = 32Øshwr = 50Øsink = 50Ø
4 AR
PROJECT PHASE REVISIONDISCIPLINE BLOCK / SERIES / SUFFIX
A2019-11 301
REV DATE DESCRIPTION
A 2019-11-04 GTTender Drawing
VENDOR STALL A1TOILETS
SEATING 1
VENDOR STALL A2 VENDOR STALL A3 VENDOR STALL B
SERVITUDE (SEWERLINE PURPOSE)
SERVITUDE (SEWERLINE PURPOSE)
SERVITUDE (ELECTRICAL PURPOSE)
PARKING AREA
NEW SIGNAGEWALL
NE
W Ç
LE
AR
-VU
" F
EN
CIN
G T
O D
ET
AIL
2,4m HIGH BOUNDARY WALL TO DETAIL
NE
W Ç
LEA
R-V
U" F
EN
CIN
G T
O D
ET
AIL
NEW ÇLEAR-VU" FENCING TO DETAIL
NEW ÇLEAR-VU" FENCING TO DETAIL
NEW ÇLEAR-VU" FENCING TO DETAIL
ENTRANCEGATE
EXIT GATE
OFFICES
600
06
000
600
0
SEATING 2
17620300089203000892030008920300025970
350
01
1100
492
0
350
0
35007600
BM1
BM2
EPEPEPEP
X 2900500
Y 93
900
X 2900500
Y 93
800
X 2900400
Y 93
800
X 2900300
Y 94
200
X 2900300
Y 93
800
X 2900200
Y 94
200
X 2900200
Y 94
100
X 2900200
Y 94
000
X 2900200
Y 93
900
X 2900200
Y 93
800
SW
SW
SW
SW
SW
SSSS
1702m
1702m
1702m
1703m 1703m1704m
1705m1706m1707m
1708m
1709m
1708m
1708m
1709m
1702m
1702m
1709m
1702m
1701m
1701m
1703
m
1702m
1703m
1702m
KI
KI
KI
KI
KI
EXISTING SEWER
EXITING STORMWATER CHANNEL EXITING STORMWATER CHANNEL
EXITING STORMWATER CHANNEL
EXITING STORMWATER CHANNEL 4M WIDEX3M DEEP
EX
ITING
STO
RM
WA
TER
CH
AN
NE
L
897
907
908
918
919
920
1001
1002
1/1002
1/1003
1004
1012
1013
1014
1/1014
1/1015
2/1015
5/1015
7/1015
8/1015
10/1015
1017
1018
1020
1022
1023
1125
1127
1128
1141
1204
1205
745
746
747
753
756758
639
640
643
645
646
1/1005
1006
1007
1/1007
1/1010
1265
1191
1231
628
633
635637
103
2918
108
113
114
184
185
186
191
196
199
248
249
251
252
254
256
116
118
259
263
404
407
410
2764
2783
2860
2776
2809
2816
5
6
8
1
1/9
11
106
14
17
18
1/18
19
20
28
1/28
1/29
32
33
35
40
42
82
83
97
104
1/1004
1025
1024
250
1230
1233
634
636
638
642644
752
755
757
894
898
911
999
1003
1/1006
1008
1/1009
1/1011
1/1012
1/1013
1015
9/1015
1016
1019
1021
1/1025
1126
104
107
190
192
112
115
117
253
255
257
406
409
105
7
9
10
13
1/19
21
27
29
30
34
41
98
103
1005
754
1/1008
210/92
402/92
RE/3/92
600
06
000
600
01
6158
145
13
30003000 90059005
SECURITY
350
03
692
350
03
888
4040
244
0
SCHEDULE OF AREASOFFICE 84,39 m²
ABLUTIONS
STALL A1
SEATING 1
SECURITY OFFICE
110,0 m²
32,93 m²
35 m²
9,8 m²
TOTAL AREA 437,64 m²
STALL A2
STALL A3
32,93 m²
32,93 m²
STALL B 64,66 m²
SEATING 2 35 m²
Locality Plan SCALE 1:1000
RAMP RAMP
N
LEGEND:
GT
16/09/19
GTGT
RevisionRev Date Authby
Chkdby
Revby by
App
RevDrawing No.
Project
Director
Designed by
Checked by
Drawn by
Scale
SITE LOCALITY PLAN
Title
Approved
Date
KASERNE TAXI HOLDING FACILITYFOR
ERF 1230
DOORNFONTEIN No.:92-IR
CITY AND SUBURBAN x10
1st Floor, Block C, Unit 7Willow Wood Office Park220 Third Street, Chartwell,FOURWAYS, 2191
Tel: +27 11 568 1318Fax: +27 86 633 4995Cell: +27 82 577 1299eMail: [email protected]
Client
All work is to be done in accordance with the National building Regulations.All materials and workmanship are to comply with the relevant S.A.B.S.codes and or the specified international codes where applicable in theArchitectural specifications. The contractor shall in all aspects of the workscomply with the provisions of the Occupational Health and Safety Act, 1993(Act No 85 of 1993) and any regulations promulgated in terms of that Act orthe Factories Machinery and Building Works Act of 1941. The contractorshall set up, document and maintain a quality assurance and quality controlsystem, in accordance with SANS 9001/ISO 9001, able to be checked to thesatisfaction of the Architect, that all materials and workmanship, whatevertheir sources, meet the requirements of the Specification. Should theContractor or any of his sub-contractors be certified to the SANS 9000family of standards then monitor these works accordingly. This drawing mustbe read in conjunction with all the relevant drawings, schedules andspecifications and all other consultants related to the project. This drawing isnot to be scaled. Figured dimensions to be used. All dimensions are inmillimeters unless otherwise stated. All dimensions and levels must bechecked on site by the contractor before putting work in hand. All work to beexecuted by competent persons qualified for the specific trade.
FOUNDATION NOTES:ꞏ All foundations, foundation walls, retaining walls, sub soil stormwaterdrainage and soil compaction to Eng's spec & approval.ꞏ 230mm walls on min 600(w)x230(h) & 115mm walls on min 450(w)x250(h)strip foundations with 20mpa concrete.
SURFACE BED NOTES:ꞏ Internal surface bed 85mm 20mpa concrete on dpc & well compacted fill at150mm layers.ꞏ Slabs are not to be cast on in-situ material, allow to remove min. 300mmand re-compact in 150mm layers external surface bed 85mm 20mpaconcrete as above
WALL NOTES:ꞏ Brickwork: Clay stock keyed to receive plaster finishꞏ 230mm brick walls with brickforce every 4 courses and every course for 6courses over openings or to Eng's spec. & approvalꞏ All brickwork min 7 mpa with Class II mortar.
ROOF NOTES:ꞏ Refer to roof notes.
SANITARY & DRAINAGE NOTES:ꞏ Plumber to attain balanced hot & cold pressure to ensure the optimumoperation of mixer & tap fittings.ꞏ Soil & waste water 110mm uPVC pipe to fall min 1:40.ꞏ Provide i.e's to all bends and junctions in accordance with local authorityrequirements.ꞏ Provide c.e's at every change of direction.ꞏ Waste & SW pipes under floor slab to be encased in 100mm concrete andare not to carry any load.ꞏ All waste pipes to have 65mm re-seal traps and be accessible over entirelength for cleaning and repairs.ꞏ Conceal all pipe work.ꞏ Pipe sizes:
wc = 100Øbath = 50Øwb = 32Øshwr = 50Øsink = 50Ø
4 AR
PROJECT PHASE REVISIONDISCIPLINE BLOCK / SERIES / SUFFIX
B2019-11 000
REV DATE DESCRIPTION
A 2019-11-06 GTTender Drawing
Seating FFL 0
Seating Wallplate 2975
1234
Seating North East ElevationSCALE 1:100
FINISHED GROUND LEVEL
CHROMADEK IBR PROFILE ROOF SHEETING AT 5° ROOF PITCH ALL ROOF STRUCTURE TO ENGINEERS DETAIL AND SPECIFICATION. REFLECTIVE FOIL
INSULATION TO BE INTERGRATED INTO ROOF
CROSS BRACING TO ENGINEER
Seating FFL 0
Seating Wallplate 2975
Seating North West ElevationSCALE 1:100
FINISHED GROUND LEVEL
B A
Seating FFL 0
Seating Wallplate 2975
1 2 3 4
Seating South East ElevationSCALE 1:100
FINISHED GROUND LEVEL
Seating FFL 0
Seating Wallplate 2975
Seating North East ElevationSCALE 1:100
FINISHED GROUND LEVEL
BA
Seating FFL 0
Seating Wallplate 2975
GENERAL FOUNDATIONS NOTE:FOUNDATIONS TO BE ESCAVATED BELOW ANY FILLING TO A DEPTH OFTHE ENGINEERS SPECIFICATION.IF A CONCRETE APRON IS RECOMMENDED, IT SHOULD BE LAID AT 1 DEGREE SLOPE AWAY FROM WALLSection D-D
SCALE 1:100
CHROMADEK IBR PROFILE ROOF SHEETING AT 5° ROOF PITCH ALL ROOF STRUCTURE TO ENGINEERS DETAIL AND SPECIFICATION.
RAFT FOUNDATIONS TO ENGINEERS SPECIFICATION AND DESIGN
STEEL COLUMN FOOTINGS TO ENGINEERS SPECIFICATION AND DESIGN.
FINISHED GROUND LEVEL
CONCRETE BENCH 500 OFFFFL WITH SEMI FACEBRICK FOOTING
GUTTER TO SPECIFICATION
CROSS BRACING TO ENGINEER
2975
B A
CONCRETE TABLE 900 OFFFFL WITH SEMI FACEBRICK FOOTING
170
A
A
1 2 3 4
2900 2900 2900
B
A
3580
CONC
RETE B
ENCH
500 H
IGH
CONC
RETE B
ENCH
500 H
IGH
STEEL COLUMN TO ENGINEERS DETAIL
STEEL COLUMN TO ENGINEERS DETAIL
Seating Areacement screed
FFL: 0,000
CH: 2,975
Seating Area FloorplanSCALE 1:100
1500 WIDE RAMPAT A SLOPE OF 1:12
STEEL COLUMN TO ENGINEERS DETAIL
STEEL COLUMN TO ENGINEERS DETAIL
D
D
CONC
RETE TAB
LE 9
00 H
IGH
CONC
RETE B
ENCH
500 H
IGH
CONC
RETE B
ENCH
500 H
IGH
CONC
RETE TAB
LE 9
00 H
IGH
CONC
RETE B
ENCH
500 H
IGH
CONC
RETE TAB
LE 9
00 H
IGH
3888
9005
CHROMADEK IBR PROFILE ROOF SHEETING AT 5° ROOF PITCH ALL ROOF STRUCTURE TO ENGINEERS DETAIL AND SPECIFICATION. REFLECTIVE FOIL INSULATION TO BE INTERGRATED INTO ROOF
DIRECTION OF FALL
1000W CONCRETE APRON AROUND STALL
Seating Area Roof PlanSCALE 1:100
LINE OF BUILDING
Roof Assemby Detail
CHROMADEK IBR ROOF SHEETINGSTEEL RAFTER
SCALE: NTS
LIP CHANNELS
STEEL I BEAM
STEEL COLUMN
100 X 75 STEEL GUTTERS AND 75 X 75 SQUARE DOWNPIPES TO DEPOSIT 100mm OFF APRON. GUTTERS TO BE SUPPLIED WITH STOP ENDS.
2900 2900 2900
B
A
3580
1 2 3 4
300
600
600
300
Seating Block Block Plan35m2
Seating Area Area PlanSCALE 1:100
3888
9005
N
LEGEND:
GT
16/09/19
GTGT
RevisionRev Date Authby
Chkdby
Revby by
App
RevDrawing No.
Project
Director
Designed by
Checked by
Drawn by
Scale
Seating Area
Title
Approved
Date
KASERNE TAXI HOLDING FACILITYFOR
ERF 1230
DOORNFONTEIN No.:92-IR
CITY AND SUBURBAN x10
1st Floor, Block C, Unit 7Willow Wood Office Park220 Third Street,Chartwell,FOURWAYS, 2191
Tel: +27 11 568 1318Fax: +27 86 633 4995Cell: +27 82 577 1299eMail: [email protected]
Client
All work is to be done in accordance with the National building Regulations.All materials and workmanship are to comply with the relevant S.A.B.S.codes and or the specified international codes where applicable in theArchitectural specifications. The contractor shall in all aspects of the workscomply with the provisions of the Occupational Health and Safety Act, 1993(Act No 85 of 1993) and any regulations promulgated in terms of that Act orthe Factories Machinery and Building Works Act of 1941. The contractorshall set up, document and maintain a quality assurance and quality controlsystem, in accordance with SANS 9001/ISO 9001, able to be checked to thesatisfaction of the Architect, that all materials and workmanship, whatevertheir sources, meet the requirements of the Specification. Should theContractor or any of his sub-contractors be certified to the SANS 9000family of standards then monitor these works accordingly. This drawing mustbe read in conjunction with all the relevant drawings, schedules andspecifications and all other consultants related to the project. This drawing isnot to be scaled. Figured dimensions to be used. All dimensions are inmillimeters unless otherwise stated. All dimensions and levels must bechecked on site by the contractor before putting work in hand. All work to beexecuted by competent persons qualified for the specific trade.
FOUNDATION NOTES:ꞏ All foundations, foundation walls, retaining walls, sub soil stormwaterdrainage and soil compaction to Eng's spec & approval.ꞏ 230mm walls on min 600(w)x230(h) & 115mm walls on min 450(w)x250(h)strip foundations with 20mpa concrete.
SURFACE BED NOTES:ꞏ Internal surface bed 85mm 20mpa concrete on dpc & well compacted fill at150mm layers.ꞏ Slabs are not to be cast on in-situ material, allow to remove min. 300mmand re-compact in 150mm layers external surface bed 85mm 20mpaconcrete as above
WALL NOTES:ꞏ Brickwork: Clay stock keyed to receive plaster finishꞏ 230mm brick walls with brickforce every 4 courses and every course for 6courses over openings or to Eng's spec. & approvalꞏ All brickwork min 7 mpa with Class II mortar.
ROOF NOTES:ꞏ Refer to roof notes.
SANITARY & DRAINAGE NOTES:ꞏ Plumber to attain balanced hot & cold pressure to ensure the optimumoperation of mixer & tap fittings.ꞏ Soil & waste water 110mm uPVC pipe to fall min 1:40.ꞏ Provide i.e's to all bends and junctions in accordance with local authorityrequirements.ꞏ Provide c.e's at every change of direction.ꞏ Waste & SW pipes under floor slab to be encased in 100mm concrete andare not to carry any load.ꞏ All waste pipes to have 65mm re-seal traps and be accessible over entirelength for cleaning and repairs.ꞏ Conceal all pipe work.ꞏ Pipe sizes:
wc = 100Øbath = 50Øwb = 32Øshwr = 50Øsink = 50Ø
4 AR
PROJECT PHASE REVISIONDISCIPLINE BLOCK / SERIES / SUFFIX
A2019-11 400
REV DATE DESCRIPTION
A 2019-11-04 GTTender Drawing
AS SHOWN
AA
220 3600 220
220
2000
220
2440
4040
Security Office FloorplanSCALE 1:100
Securitytiles
FFL: 0,000
CH: 2,720
SW3SW6
SW5
SW5 WD1
E E
2440
4040
DESK
Security Office Roof PlanSCALE 1:100
CHROMADEK IBR PROFILE ROOF SHEETING ON 75X50 SAP PURLINS ON 152X52 GRADE 6 RAFTERS ON ON 114X38 SAP WALLPLATE TIED WITH 2 STRANDS GAUGE WIRE MINIMUM 4 COURSES BELOW WALLPLATE. FLEXIBLE FIBRE GLASS BLANKED INSULATION ON 9mm GYPSUM CEILING BOARDS ON 600 X 1200 SUSPENDED CEILING AT 8° ROOF PITCH.
FIBRE CEMENT FASCIA BOARD 300 X 3mm
DIRECTION OF FALLL
LINE OF BUILDING
100 X 75 STEEL GUTTERS AND 75 X 75 SQUARE DOWNPIPES TO DEPOSIT 100mm OFF APRON. GUTTERS TO BE SUPPLIED WITH STOP ENDS.
Roof Assemby Detail
PLASTERED CEILING BOARDS(R VALUE = 0.5)PLASTERED BRICKWORK
CHROMADEK IBR ROOF SHEETING152X52 SAP RAFTER
SCALE: NTS
50X38 PURLINS
114X38 WALLPLATE
Security FF Level 0
Security Lintol Level 2125
Security Wallplate Level 2720
SW5
FACEBRICK
North East ElevationSCALE 1:100
FINISHED GROUND LEVEL
Security FF Level 0
Security Lintol Level 2125
Security Wallplate Level 2720
SW6
North West ElevationSCALE 1:100
FACEBRICK
FINISHED GROUND LEVEL
Security FF Level 0
Security Lintol Level 2125
Security Wallplate Level 2720
SW5FACEBRICK
South East ElevationSCALE 1:100
NATURAL GROUND LEVEL
WD1
Security FF Level 0
Security Lintol Level 2125
Security Wallplate Level 2720
SW3
South West ElevationSCALE 1:100
FACEBRICK
FINISHED GROUND LEVEL
Security FF Level 0
Security Lintol Level 2125
Security Wallplate Level 2720
GENERAL FOUNDATIONS NOTE:FOUNDATIONS TO BE ESCAVATED BELOW ANY FILLING TO A DEPTH OFTHE ENGINEERS SPECIFICATION.IF A CONCRETE APRON IS RECOMMENDED, IT SHOULD BE LAID AT 1 DEGREE SLOPE AWAY FROM WALL Section E-E
SCALE 1:100
CORRUGATED IRON SHEETING ON 75X50 SAP PURLINS ON 152X52 GRADE 6 RAFTERS ON ON 114X38 SAP WALLPLATE TIED WITH 2 STRANDS GAUGE WIRE MINIMUM 4 COURSES BELOW WALLPLATE. FLEXIBLE FIBRE GLASS BLANKED INSULATION ON 9mm GYPSUM CEILING NAILED TO 38X38 SAP BRANDERING @ 300 C/C NAILED BETWEEN RAFTERS, WHICH STAND MIN 1000 APART AT 6° ROOF PITCH.
25mm SCREED 75mm SURFACEBED ON 250 MICRON USB GREEN FILLINGAS PER ENGINEER ON COMPACTED GROUND FILLING IN LAYERS NOTEXCEEDING 150mm MAX - ALL TO ENGINEER
FOUNDATION TYPE MPA STRENGTH AND REINFORCING TO FOUNDATIONS TO ENGINEERS SPECIFICATION AND DETIAL.
FINISHED GROUND LEVEL
SW3SW6 SW5
DPC
DPC DPC
DPC
170
2125
595
170
2720
Security Officetiles
FFL: 0,000
CH: 2,720
Security Block Plan9.8m2
Security Area PlanSCALE 1:100Security Office Wall Finish
SCALE 1:100
Securitytiles
Semi-Facebrick
Tiled off ffl till 2125Plaster & Paint
N
LEGEND:
GT
16/09/19
GTGT
RevisionRev Date Authby
Chkdby
Revby by
App
RevDrawing No.
Project
Director
Designed by
Checked by
Drawn by
Scale
Security Office
Title
Approved
Date
KASERNE TAXI HOLDING FACILITYFOR
ERF 1230
DOORNFONTEIN No.:92-IR
CITY AND SUBURBAN x10
1st Floor, Block C, Unit 7Willow Wood Office Park220 Third Street,Chartwell,FOURWAYS, 2191
Tel: +27 11 568 1318Fax: +27 86 633 4995Cell: +27 82 577 1299eMail: [email protected]
Client
All work is to be done in accordance with the National building Regulations.All materials and workmanship are to comply with the relevant S.A.B.S.codes and or the specified international codes where applicable in theArchitectural specifications. The contractor shall in all aspects of the workscomply with the provisions of the Occupational Health and Safety Act, 1993(Act No 85 of 1993) and any regulations promulgated in terms of that Act orthe Factories Machinery and Building Works Act of 1941. The contractorshall set up, document and maintain a quality assurance and quality controlsystem, in accordance with SANS 9001/ISO 9001, able to be checked to thesatisfaction of the Architect, that all materials and workmanship, whatevertheir sources, meet the requirements of the Specification. Should theContractor or any of his sub-contractors be certified to the SANS 9000family of standards then monitor these works accordingly. This drawing mustbe read in conjunction with all the relevant drawings, schedules andspecifications and all other consultants related to the project. This drawing isnot to be scaled. Figured dimensions to be used. All dimensions are inmillimeters unless otherwise stated. All dimensions and levels must bechecked on site by the contractor before putting work in hand. All work to beexecuted by competent persons qualified for the specific trade.
FOUNDATION NOTES:ꞏ All foundations, foundation walls, retaining walls, sub soil stormwaterdrainage and soil compaction to Eng's spec & approval.ꞏ 230mm walls on min 600(w)x230(h) & 115mm walls on min 450(w)x250(h)strip foundations with 20mpa concrete.
SURFACE BED NOTES:ꞏ Internal surface bed 85mm 20mpa concrete on dpc & well compacted fill at150mm layers.ꞏ Slabs are not to be cast on in-situ material, allow to remove min. 300mmand re-compact in 150mm layers external surface bed 85mm 20mpaconcrete as above
WALL NOTES:ꞏ Brickwork: Clay stock keyed to receive plaster finishꞏ 230mm brick walls with brickforce every 4 courses and every course for 6courses over openings or to Eng's spec. & approvalꞏ All brickwork min 7 mpa with Class II mortar.
ROOF NOTES:ꞏ Refer to roof notes.
SANITARY & DRAINAGE NOTES:ꞏ Plumber to attain balanced hot & cold pressure to ensure the optimumoperation of mixer & tap fittings.ꞏ Soil & waste water 110mm uPVC pipe to fall min 1:40.ꞏ Provide i.e's to all bends and junctions in accordance with local authorityrequirements.ꞏ Provide c.e's at every change of direction.ꞏ Waste & SW pipes under floor slab to be encased in 100mm concrete andare not to carry any load.ꞏ All waste pipes to have 65mm re-seal traps and be accessible over entirelength for cleaning and repairs.ꞏ Conceal all pipe work.ꞏ Pipe sizes:
wc = 100Øbath = 50Øwb = 32Øshwr = 50Øsink = 50Ø
4 AR
PROJECT PHASE REVISIONDISCIPLINE BLOCK / SERIES / SUFFIX
A2019-11 500
REV DATE DESCRIPTION
A 2019-11-04 GTTender Drawing
AS SHOWN
Window and Door ScheduleSCALE 1:50
WINNUMBER SW1
LINTEL 2,125
FFL 0,000
DESCRIPTION
STANDARD STEEL TOP HUNG WINDOWCODE: TD57S8
LOCATION
DESCRIPTION DESCRIPTION DESCRIPTION
2000
WINTOTAL 4
WINNUMBER SW2
WINNUMBER SW3
WINNUMBER SW41 2 26
WINTOTAL
WINTOTAL
WINTOTAL
LINTEL 2,125
FFL 0,000
LINTEL 2,125
FFL 0,000
566
1559
2125
2125
2125
2125
2125
2125
533
FIXED
FIXED
2125
LINTEL 4,845 LINTEL 4,845LINTEL 2,125
FFL 0,000
LINTEL 4,845
DOORNUMBER WD1
DOORNUMBER WD2
DOORTOTAL 6
2125
877
2125
877
LINTEL 2,125
FFL 0,000
Steel Window Schedule
SOLID PANEL WOODEN DOOR
DESCRIPTION
COLD ROLLED STEEL DOOR FRAMEFRAME
IRONMONGERY
OFFICES, ABLUTIONS BLOCK, SECURITY OFFICE
DOORNUMBER WD3
DOORTOTAL 11
2125
877
44MM HOLLOW CORE FLUSH PANEL WOODEN DOOR WITH TOP RAIL AND SIDE STYLES
DESCRIPTION DESCRIPTION
FRAME
IRONMONGERY
COLD ROLLED STEEL DOOR FRAME
2 LEVER CYLINDER LOCKSET WITH MASTERKEY
OFFICESABLUTIONS BLOCK
DESCRIPTION
FRAME
IRONMONGERY
COLD ROLLED STEEL DOOR FRAME
ABLUTIONS BLOCK
44MM HOLLOW CORE FLUSH PANEL WOODEN DOOR WITH TOP RAIL AND SIDE STYLES
TOILET CUBICLE LOCK WITH EMERGENCY COIN RELEASE AND INDICATOR
LEVER HANDLE ON 150X150 BACKPLATE
HANDLE
LEVER HANDLE ON 150X150 BACKPLATE
HANDLE
BOLT THRU D HANDLE ON 150X150 BACKPLATE
HANDLE
2 COATS WOOD PRIMER AND 2 COATS CLEAR VANISH
FINISH
2 COATS WOOD PRIMER AND 2 COATS CLEAR VANISH
FINISH
2 COATS WOOD PRIMER AND 2 COATS CLEAR VANISH
FINISH
FIXED
1022
1559
566
STANDARD STEEL TOP HUNG WINDOWCODE: TD57S
1022
FIXED
STANDARD STEEL TOP HUNG WINDOWCODE: NCTX7S
949
1176
654
1471
STANDARD STEEL TOP HUNG WINDOWCODE: NE1
Wooden Door Schedule
2 LEVER CYLINDER LOCKSET WITH MASTERKEY
DESCRIPTION
WINNUMBER SW5 1
WINTOTAL
533
2125
LINTEL 2,125
FFL 0,000
LINTEL 4,845
1200
925
CUSTOM STEEL FIXED WINDOW
DESCRIPTION
WINNUMBER SW6 1
WINTOTAL
2125
LINTEL 2,125
FFL 0,000
LINTEL 4,845
2125
FIXED
2000
FIXED
OFFICES
LOCATION
OFFICES
LOCATION
OFFICES, SECURITY OFFICE
LOCATION
ABLUTIONS
CUSTOM STEEL FIXED WINDOW
LOCATION LOCATION
DOORTOTAL 8
SECURITY OFFICE SECURITY OFFICE
1200
925
2125
2125
FFL 0,000 FFL 0,000
DOORNUMBER SD1
DOORTOTAL 15
2125
2680
DESCRIPTIONDESCRIPTION
FRAME
IRONMONGERY
FOOD STALLS TYPE A AND TYPE B
PUSH UP SELF COILED ROLLER SHUTTER DOOR GALVANIZED MILD STEEL WIITH SOLID SLAT CURTAIN
EXTERNAL LOCKING MECHANISM TO MANUFACTURERS SPECIFICATION
D HANDLE
HANDLE
GALVANIZED
FINISH
FFL 0,000
Steel Door Schedule
N
LEGEND:
GT
16/09/19
GTGT
RevisionRev Date Authby
Chkdby
Revby by
App
RevDrawing No.
Project
Director
Designed by
Checked by
Drawn by
Scale
Window and Door Schedule
Title
Approved
Date
KASERNE TAXI HOLDING FACILITYFOR
ERF 1230
DOORNFONTEIN No.:92-IR
CITY AND SUBURBAN x10
1st Floor, Block C, Unit 7Willow Wood Office Park220 Third Street,Chartwell,FOURWAYS, 2191
Tel: +27 11 568 1318Fax: +27 86 633 4995Cell: +27 82 577 1299eMail: [email protected]
Client
All work is to be done in accordance with the National building Regulations.All materials and workmanship are to comply with the relevant S.A.B.S.codes and or the specified international codes where applicable in theArchitectural specifications. The contractor shall in all aspects of the workscomply with the provisions of the Occupational Health and Safety Act, 1993(Act No 85 of 1993) and any regulations promulgated in terms of that Act orthe Factories Machinery and Building Works Act of 1941. The contractorshall set up, document and maintain a quality assurance and quality controlsystem, in accordance with SANS 9001/ISO 9001, able to be checked to thesatisfaction of the Architect, that all materials and workmanship, whatevertheir sources, meet the requirements of the Specification. Should theContractor or any of his sub-contractors be certified to the SANS 9000family of standards then monitor these works accordingly. This drawing mustbe read in conjunction with all the relevant drawings, schedules andspecifications and all other consultants related to the project. This drawing isnot to be scaled. Figured dimensions to be used. All dimensions are inmillimeters unless otherwise stated. All dimensions and levels must bechecked on site by the contractor before putting work in hand. All work to beexecuted by competent persons qualified for the specific trade.
FOUNDATION NOTES:ꞏ All foundations, foundation walls, retaining walls, sub soil stormwaterdrainage and soil compaction to Eng's spec & approval.ꞏ 230mm walls on min 600(w)x230(h) & 115mm walls on min 450(w)x250(h)strip foundations with 20mpa concrete.
SURFACE BED NOTES:ꞏ Internal surface bed 85mm 20mpa concrete on dpc & well compacted fill at150mm layers.ꞏ Slabs are not to be cast on in-situ material, allow to remove min. 300mmand re-compact in 150mm layers external surface bed 85mm 20mpaconcrete as above
WALL NOTES:ꞏ Brickwork: Clay stock keyed to receive plaster finishꞏ 230mm brick walls with brickforce every 4 courses and every course for 6courses over openings or to Eng's spec. & approvalꞏ All brickwork min 7 mpa with Class II mortar.
ROOF NOTES:ꞏ Refer to roof notes.
SANITARY & DRAINAGE NOTES:ꞏ Plumber to attain balanced hot & cold pressure to ensure the optimumoperation of mixer & tap fittings.ꞏ Soil & waste water 110mm uPVC pipe to fall min 1:40.ꞏ Provide i.e's to all bends and junctions in accordance with local authorityrequirements.ꞏ Provide c.e's at every change of direction.ꞏ Waste & SW pipes under floor slab to be encased in 100mm concrete andare not to carry any load.ꞏ All waste pipes to have 65mm re-seal traps and be accessible over entirelength for cleaning and repairs.ꞏ Conceal all pipe work.ꞏ Pipe sizes:
wc = 100Øbath = 50Øwb = 32Øshwr = 50Øsink = 50Ø
4 AR
PROJECT PHASE REVISIONDISCIPLINE BLOCK / SERIES / SUFFIX
C2019-11 600
REV DATE DESCRIPTION
A 2019-11-04 GTTender Drawing
AS SHOWN
GT