TYPICAL PRIMARY SCHOOL SITE PLAN TOTAL FLOOR AREA = … TYPICAL … · P. O. Box 1659 - 00502...
Transcript of TYPICAL PRIMARY SCHOOL SITE PLAN TOTAL FLOOR AREA = … TYPICAL … · P. O. Box 1659 - 00502...
GSPublisherEngine 0.22.100.100
PROJECT
SCALE DATECHECKEDDRAWN
REVISIONS, ADDITIONS & ALTERATIONSNO. BYDATE DESCRIPTION
NOTES:GENERAL1. All measurements are shown in millimeters. Drawings not to be scaled. Only figured
dimensions to be used.2. The contractor must check and verify all dimensions on site before commencement of work.Any discrepancies must be notified immediately to the architect.3. All sections are to be read as per floor plan and all drawings must be read in concert with
each other. Any discrepancies must be notified immediately to the architect and clarifiedconsulting the architectural or consultants drawing.
CONSTRUCTION4. Damp proof course must be provided under all external walls at grade. DPC to be minimum150 mm above ground level.5. All slab at grade to be poured at 1000 Gauge polythene on 50 mm stone dust blinding on
hardcore.6. All soil under slab and around external foundations to be poisoned for termite control.7. Window sills must be finished before internal plastering.
CIVIL8. All soils on cut embankment to be stabilized. The slope is not to exceed the natural anglerepose of the soil.
STRUCTURAL9. All RC work to structural engineer's details.10. Depth of foundation to be determined on site to S.E's approval.
11. All walls less than 200 mm thick to be reinforced with hoop iron at every alternatecourse.
MECHANICAL12. All plumbing and drainage to comply with city councils specifications.13. All service ducts to be accessible from all floors.14. Deep seal or anti-vac to all fittings connected to the SVP or waste pipes. All bends and
junctions to have inspection plates.15. SVP (soil vent pipes) to be provided at the head of the drainage.16. Drain pipes passing beneath buildings and driveways to be encased in 150 mm concretesurround.
17. All under ground foul and waste drainpipes shall be UPVC to comply to BSS 4514 & 5255.18. The storm water drain to comply to BSS 556.19. All inspection chamber covers and frames shall be cast iron to comply to BSS 497 table 6
grade C.20. Minimum slopes in drainpipes shall be 1%.21. No chases will be allowed in the slabs for pipes. Sleeves will be allowed with the written approval of the S.E.22. All testing of pipes must be completed before plastering.
23. All mechanical work must be coordinated with electrical work. Any conflicts must beclarified before work begins.
ELECTRICAL24. All conduits must be laid before plastering.25. All electrical work must be coordinated with mechanical
DRAWING TITLE
MM
architects & project managers
P. O. Box 1659 - 00502 KAREN, NAIROBI, KENYA, EA
CONSULTANTS
Innovation 360
ARCHITECT
*All Drawings are exclusively copyrighted by the architect
Dwg. No.
Job No.
Presentation Drawings
AKT
tel: 020-2063507 mobile: 0722-720907
150202JUNE 2015
TYPICAL CLASSROOM42 pax
TYPICAL CLASSROOM42 pax
lockers
covered walkway
lockers
covered walkwaycovered walkway
TYPICAL CLASSROOM42 pax
TYPICAL CLASSROOM42 pax
lockers
covered walkway
lockers
covered walkwaycovered walkway
TYPICAL CLASSROOM42 pax
TYPICAL CLASSROOM42 pax
lockers
covered walkway
lockers
covered walkwaycovered walkway
TYPICAL CLASSROOM42 pax
TYPICAL CLASSROOM42 pax
lockers
covered walkway
lockers
covered walkwaycovered walkway
COURTYARDADMIN BLOCK
RECEPTION
ACCOUNTS(BURSAR)
STAFF LOUNGE
WASHROOMSGIRLS'
WASHROOMSBOYS'
HOME SCIENCE LAB
COMPUTER LAB
SCIENCE LAB
LIBRARY
READING AREA
LIBRARIANOFFICE
PREP.RM
STORE
covered walkway
lockers
covered walkway
lockers
BOOK SHELVES
INFIRMARY
SUPPLIESSTORE
GENTS
LADIES
NU
RSE
'S S
TATI
ON
WA
ITIN
G A
REA
HEAD TEACHER'SSTATION
DEP
UTY
HEA
DTE
AC
HER
'S S
TATI
ON
C
C
D
D
E
E
3 3
2 2
1 1
G
G
F
F
1 1
2 2
3 3
E
E
D
D
C
C
G
G
F
F
H
H
H
H
I
I
I
I
J
J
J
J
B
B
A
A
B
B
A
A
E -
04
E - 01
E - 02
E -
03
TYPICAL PRIMARY SCHOOL SITE PLANTOTAL FLOOR AREA = 1,213 SQM
- ADMINISTRATION BLOCK- BURSAR/ ACCOUNTS OFFICE- STAFF ROOM / LOUNGE- RECEPTION
- 8 TYPICAL CLASS ROOMS - HOME SCIENCE LABORATORY - SCIENCE LABORATORY
- LIBRARY - ABLUTION BLOCK
- COMPUTER LABORATORY
(FOOT PRINT FITS ON 1 ACRE)
- 8 TYPICAL CLASS ROOMS - HOME SCIENCE LABORATORY
- HEAD TEACHER + DEPUTY HEAD TEACHER'S OFFICES - STAFF ABLUTION - INFIRMARY (SCHOOL NURSE)
GSPublisherEngine 0.22.100.100
PROJECT
SCALE DATECHECKEDDRAWN
REVISIONS, ADDITIONS & ALTERATIONSNO. BYDATE DESCRIPTION
NOTES:GENERAL1. All measurements are shown in millimeters. Drawings not to be scaled. Only figured
dimensions to be used.2. The contractor must check and verify all dimensions on site before commencement of work.Any discrepancies must be notified immediately to the architect.3. All sections are to be read as per floor plan and all drawings must be read in concert with
each other. Any discrepancies must be notified immediately to the architect and clarifiedconsulting the architectural or consultants drawing.
CONSTRUCTION4. Damp proof course must be provided under all external walls at grade. DPC to be minimum150 mm above ground level.5. All slab at grade to be poured at 1000 Gauge polythene on 50 mm stone dust blinding on
hardcore.6. All soil under slab and around external foundations to be poisoned for termite control.7. Window sills must be finished before internal plastering.
CIVIL8. All soils on cut embankment to be stabilized. The slope is not to exceed the natural anglerepose of the soil.
STRUCTURAL9. All RC work to structural engineer's details.10. Depth of foundation to be determined on site to S.E's approval.
11. All walls less than 200 mm thick to be reinforced with hoop iron at every alternatecourse.
MECHANICAL12. All plumbing and drainage to comply with city councils specifications.13. All service ducts to be accessible from all floors.14. Deep seal or anti-vac to all fittings connected to the SVP or waste pipes. All bends and
junctions to have inspection plates.15. SVP (soil vent pipes) to be provided at the head of the drainage.16. Drain pipes passing beneath buildings and driveways to be encased in 150 mm concretesurround.
17. All under ground foul and waste drainpipes shall be UPVC to comply to BSS 4514 & 5255.18. The storm water drain to comply to BSS 556.19. All inspection chamber covers and frames shall be cast iron to comply to BSS 497 table 6
grade C.20. Minimum slopes in drainpipes shall be 1%.21. No chases will be allowed in the slabs for pipes. Sleeves will be allowed with the written approval of the S.E.22. All testing of pipes must be completed before plastering.
23. All mechanical work must be coordinated with electrical work. Any conflicts must beclarified before work begins.
ELECTRICAL24. All conduits must be laid before plastering.25. All electrical work must be coordinated with mechanical
DRAWING TITLE
MM
architects & project managers
P. O. Box 1659 - 00502 KAREN, NAIROBI, KENYA, EA
CONSULTANTS
Innovation 360
ARCHITECT
*All Drawings are exclusively copyrighted by the architect
Dwg. No.
Job No.
Presentation Drawings
AKT
tel: 020-2063507 mobile: 0722-720907
150202JUNE 2015
AD
MIN
BLOC
K
REC
EPTION
AC
CO
UN
TS(BU
RSA
R)
STAFF LO
UN
GE
TYPICAL CLASSROOM42 pax
lockers
covered walkwaycovered walkway
INFIRMARY
NU
RSE
'S S
TATI
ON
C
C
D
D
SCIENCE LAB
PREP.RM
STORE
3
2
1
H
H
I
I
J
J
HOME SCIENCE LAB
covered walkway
lockers
G
G
H
H
Total Area = 124 SQMTYPICAL ADMINISTRATION BLOCK
Total Area =TYPICAL CLASSROOMTotal Area = 60 SQMTYPICAL CLASSROOM
Total Area = 90 SQMTYPICAL SCIENCE LAB
Total Area = 60 SQMTYPICAL HOME SCIENCE LAB
GSPublisherEngine 0.22.100.100
PROJECT
SCALE DATECHECKEDDRAWN
REVISIONS, ADDITIONS & ALTERATIONSNO. BYDATE DESCRIPTION
NOTES:GENERAL1. All measurements are shown in millimeters. Drawings not to be scaled. Only figured
dimensions to be used.2. The contractor must check and verify all dimensions on site before commencement of work.Any discrepancies must be notified immediately to the architect.3. All sections are to be read as per floor plan and all drawings must be read in concert with
each other. Any discrepancies must be notified immediately to the architect and clarifiedconsulting the architectural or consultants drawing.
CONSTRUCTION4. Damp proof course must be provided under all external walls at grade. DPC to be minimum150 mm above ground level.5. All slab at grade to be poured at 1000 Gauge polythene on 50 mm stone dust blinding on
hardcore.6. All soil under slab and around external foundations to be poisoned for termite control.7. Window sills must be finished before internal plastering.
CIVIL8. All soils on cut embankment to be stabilized. The slope is not to exceed the natural anglerepose of the soil.
STRUCTURAL9. All RC work to structural engineer's details.10. Depth of foundation to be determined on site to S.E's approval.
11. All walls less than 200 mm thick to be reinforced with hoop iron at every alternatecourse.
MECHANICAL12. All plumbing and drainage to comply with city councils specifications.13. All service ducts to be accessible from all floors.14. Deep seal or anti-vac to all fittings connected to the SVP or waste pipes. All bends and
junctions to have inspection plates.15. SVP (soil vent pipes) to be provided at the head of the drainage.16. Drain pipes passing beneath buildings and driveways to be encased in 150 mm concretesurround.
17. All under ground foul and waste drainpipes shall be UPVC to comply to BSS 4514 & 5255.18. The storm water drain to comply to BSS 556.19. All inspection chamber covers and frames shall be cast iron to comply to BSS 497 table 6
grade C.20. Minimum slopes in drainpipes shall be 1%.21. No chases will be allowed in the slabs for pipes. Sleeves will be allowed with the written approval of the S.E.22. All testing of pipes must be completed before plastering.
23. All mechanical work must be coordinated with electrical work. Any conflicts must beclarified before work begins.
ELECTRICAL24. All conduits must be laid before plastering.25. All electrical work must be coordinated with mechanical
DRAWING TITLE
MM
architects & project managers
P. O. Box 1659 - 00502 KAREN, NAIROBI, KENYA, EA
CONSULTANTS
Innovation 360
ARCHITECT
*All Drawings are exclusively copyrighted by the architect
Dwg. No.
Job No.
Presentation Drawings
AKT
tel: 020-2063507 mobile: 0722-720907
150202JUNE 2015
SUPPLIES
STOR
E
HEA
D TEA
CH
ER'S
STATIO
N
DEPUTY HEADTEACHER'S STATION
123
C C
B B
A A
INFIR
MA
RY
GEN
TS
LAD
IES
NURSE'S STATION
WAITING AREA
CC
321
BB
AA
TYPICAL HEAD TEACHERS' OFFICES & SUPPLIES STOREINFIRMARY = 30 SQM
TYPICAL INFIRMARY & STAFF ABLUTION BLOCK
STAFF ABLUTION BLOCK = 30 SQMTotal Area = 60 SQM
HEAD TEACHERS' OFFICES = 30 SQMSUPPLIES STORE = 30 SQM
Total Area = 60 SQM
GSPublisherEngine 0.22.100.100
PROJECT
SCALE DATECHECKEDDRAWN
REVISIONS, ADDITIONS & ALTERATIONSNO. BYDATE DESCRIPTION
NOTES:GENERAL1. All measurements are shown in millimeters. Drawings not to be scaled. Only figured
dimensions to be used.2. The contractor must check and verify all dimensions on site before commencement of work.Any discrepancies must be notified immediately to the architect.3. All sections are to be read as per floor plan and all drawings must be read in concert with
each other. Any discrepancies must be notified immediately to the architect and clarifiedconsulting the architectural or consultants drawing.
CONSTRUCTION4. Damp proof course must be provided under all external walls at grade. DPC to be minimum150 mm above ground level.5. All slab at grade to be poured at 1000 Gauge polythene on 50 mm stone dust blinding on
hardcore.6. All soil under slab and around external foundations to be poisoned for termite control.7. Window sills must be finished before internal plastering.
CIVIL8. All soils on cut embankment to be stabilized. The slope is not to exceed the natural anglerepose of the soil.
STRUCTURAL9. All RC work to structural engineer's details.10. Depth of foundation to be determined on site to S.E's approval.
11. All walls less than 200 mm thick to be reinforced with hoop iron at every alternatecourse.
MECHANICAL12. All plumbing and drainage to comply with city councils specifications.13. All service ducts to be accessible from all floors.14. Deep seal or anti-vac to all fittings connected to the SVP or waste pipes. All bends and
junctions to have inspection plates.15. SVP (soil vent pipes) to be provided at the head of the drainage.16. Drain pipes passing beneath buildings and driveways to be encased in 150 mm concretesurround.
17. All under ground foul and waste drainpipes shall be UPVC to comply to BSS 4514 & 5255.18. The storm water drain to comply to BSS 556.19. All inspection chamber covers and frames shall be cast iron to comply to BSS 497 table 6
grade C.20. Minimum slopes in drainpipes shall be 1%.21. No chases will be allowed in the slabs for pipes. Sleeves will be allowed with the written approval of the S.E.22. All testing of pipes must be completed before plastering.
23. All mechanical work must be coordinated with electrical work. Any conflicts must beclarified before work begins.
ELECTRICAL24. All conduits must be laid before plastering.25. All electrical work must be coordinated with mechanical
DRAWING TITLE
MM
architects & project managers
P. O. Box 1659 - 00502 KAREN, NAIROBI, KENYA, EA
CONSULTANTS
Innovation 360
ARCHITECT
*All Drawings are exclusively copyrighted by the architect
Dwg. No.
Job No.
Presentation Drawings
AKT
tel: 020-2063507 mobile: 0722-720907
150202JUNE 2015
WASHROOMSGIRLS'
WASHROOMSBOYS'
H
H
I
I
LIBRARY
READING AREA
LIBRARIANOFFICE
BOOK SHELVES
H
H
I
I
J
J
COMPUTER LAB
covered walkway
lockers
G
G
H
H
Total Area = 110 SQMTYPICAL ABLUTION BLOCK
Total Area =TYPICAL COMPUTER LABTotal Area = 60 SQM
Total Area = 90 SQMTYPICAL LIBRARY
GSPublisherEngine 0.22.100.100
PROJECT
SCALE DATECHECKEDDRAWN
REVISIONS, ADDITIONS & ALTERATIONSNO. BYDATE DESCRIPTION
NOTES:GENERAL1. All measurements are shown in millimeters. Drawings not to be scaled. Only figured
dimensions to be used.2. The contractor must check and verify all dimensions on site before commencement of work.Any discrepancies must be notified immediately to the architect.3. All sections are to be read as per floor plan and all drawings must be read in concert with
each other. Any discrepancies must be notified immediately to the architect and clarifiedconsulting the architectural or consultants drawing.
CONSTRUCTION4. Damp proof course must be provided under all external walls at grade. DPC to be minimum150 mm above ground level.5. All slab at grade to be poured at 1000 Gauge polythene on 50 mm stone dust blinding on
hardcore.6. All soil under slab and around external foundations to be poisoned for termite control.7. Window sills must be finished before internal plastering.
CIVIL8. All soils on cut embankment to be stabilized. The slope is not to exceed the natural anglerepose of the soil.
STRUCTURAL9. All RC work to structural engineer's details.10. Depth of foundation to be determined on site to S.E's approval.
11. All walls less than 200 mm thick to be reinforced with hoop iron at every alternatecourse.
MECHANICAL12. All plumbing and drainage to comply with city councils specifications.13. All service ducts to be accessible from all floors.14. Deep seal or anti-vac to all fittings connected to the SVP or waste pipes. All bends and
junctions to have inspection plates.15. SVP (soil vent pipes) to be provided at the head of the drainage.16. Drain pipes passing beneath buildings and driveways to be encased in 150 mm concretesurround.
17. All under ground foul and waste drainpipes shall be UPVC to comply to BSS 4514 & 5255.18. The storm water drain to comply to BSS 556.19. All inspection chamber covers and frames shall be cast iron to comply to BSS 497 table 6
grade C.20. Minimum slopes in drainpipes shall be 1%.21. No chases will be allowed in the slabs for pipes. Sleeves will be allowed with the written approval of the S.E.22. All testing of pipes must be completed before plastering.
23. All mechanical work must be coordinated with electrical work. Any conflicts must beclarified before work begins.
ELECTRICAL24. All conduits must be laid before plastering.25. All electrical work must be coordinated with mechanical
DRAWING TITLE
MM
architects & project managers
P. O. Box 1659 - 00502 KAREN, NAIROBI, KENYA, EA
CONSULTANTS
Innovation 360
ARCHITECT
*All Drawings are exclusively copyrighted by the architect
Dwg. No.
Job No.
Presentation Drawings
AKT
tel: 020-2063507 mobile: 0722-720907
150202JUNE 2015
CC DD EE FF GG HH II JJAA BB
J
J
J
J
I
I
I
I
H
H
H
H
G
G
G
G
F
F
F
F
E
E
E
E
D
D
D
D
C
C
C
C
B
B
B
B
A
A
A
A
3
3
2
2
1
1
1
1
2
2
3
3
3
3
2
2
1
1
1
1
2
2
3
3
ELEVATION 01
ELEVATION 02
ELEVATION 03
ELEVATION 04
PRIMARY SCHOOL
PRIMARY SCHOOL
PRIMARY SCHOOL
PRIMARY SCHOOL
PRIMARY SCHOOL
PRIMARY SCHOOL
GSPublisherEngine 0.22.100.100
PROJECT
SCALE DATECHECKEDDRAWN
REVISIONS, ADDITIONS & ALTERATIONSNO. BYDATE DESCRIPTION
NOTES:GENERAL1. All measurements are shown in millimeters. Drawings not to be scaled. Only figured
dimensions to be used.2. The contractor must check and verify all dimensions on site before commencement of work.Any discrepancies must be notified immediately to the architect.3. All sections are to be read as per floor plan and all drawings must be read in concert with
each other. Any discrepancies must be notified immediately to the architect and clarifiedconsulting the architectural or consultants drawing.
CONSTRUCTION4. Damp proof course must be provided under all external walls at grade. DPC to be minimum150 mm above ground level.5. All slab at grade to be poured at 1000 Gauge polythene on 50 mm stone dust blinding on
hardcore.6. All soil under slab and around external foundations to be poisoned for termite control.7. Window sills must be finished before internal plastering.
CIVIL8. All soils on cut embankment to be stabilized. The slope is not to exceed the natural anglerepose of the soil.
STRUCTURAL9. All RC work to structural engineer's details.10. Depth of foundation to be determined on site to S.E's approval.
11. All walls less than 200 mm thick to be reinforced with hoop iron at every alternatecourse.
MECHANICAL12. All plumbing and drainage to comply with city councils specifications.13. All service ducts to be accessible from all floors.14. Deep seal or anti-vac to all fittings connected to the SVP or waste pipes. All bends and
junctions to have inspection plates.15. SVP (soil vent pipes) to be provided at the head of the drainage.16. Drain pipes passing beneath buildings and driveways to be encased in 150 mm concretesurround.
17. All under ground foul and waste drainpipes shall be UPVC to comply to BSS 4514 & 5255.18. The storm water drain to comply to BSS 556.19. All inspection chamber covers and frames shall be cast iron to comply to BSS 497 table 6
grade C.20. Minimum slopes in drainpipes shall be 1%.21. No chases will be allowed in the slabs for pipes. Sleeves will be allowed with the written approval of the S.E.22. All testing of pipes must be completed before plastering.
23. All mechanical work must be coordinated with electrical work. Any conflicts must beclarified before work begins.
ELECTRICAL24. All conduits must be laid before plastering.25. All electrical work must be coordinated with mechanical
DRAWING TITLE
MM
architects & project managers
P. O. Box 1659 - 00502 KAREN, NAIROBI, KENYA, EA
CONSULTANTS
Innovation 360
ARCHITECT
*All Drawings are exclusively copyrighted by the architect
Dwg. No.
Job No.
Presentation Drawings
AKT
tel: 020-2063507 mobile: 0722-720907
150202JUNE 2015
TYPICAL PRIMARY SCHOOLSITE PLAN
GSPublisherEngine 0.22.100.100
PROJECT
SCALE DATECHECKEDDRAWN
REVISIONS, ADDITIONS & ALTERATIONSNO. BYDATE DESCRIPTION
NOTES:GENERAL1. All measurements are shown in millimeters. Drawings not to be scaled. Only figured
dimensions to be used.2. The contractor must check and verify all dimensions on site before commencement of work.Any discrepancies must be notified immediately to the architect.3. All sections are to be read as per floor plan and all drawings must be read in concert with
each other. Any discrepancies must be notified immediately to the architect and clarifiedconsulting the architectural or consultants drawing.
CONSTRUCTION4. Damp proof course must be provided under all external walls at grade. DPC to be minimum150 mm above ground level.5. All slab at grade to be poured at 1000 Gauge polythene on 50 mm stone dust blinding on
hardcore.6. All soil under slab and around external foundations to be poisoned for termite control.7. Window sills must be finished before internal plastering.
CIVIL8. All soils on cut embankment to be stabilized. The slope is not to exceed the natural anglerepose of the soil.
STRUCTURAL9. All RC work to structural engineer's details.10. Depth of foundation to be determined on site to S.E's approval.
11. All walls less than 200 mm thick to be reinforced with hoop iron at every alternatecourse.
MECHANICAL12. All plumbing and drainage to comply with city councils specifications.13. All service ducts to be accessible from all floors.14. Deep seal or anti-vac to all fittings connected to the SVP or waste pipes. All bends and
junctions to have inspection plates.15. SVP (soil vent pipes) to be provided at the head of the drainage.16. Drain pipes passing beneath buildings and driveways to be encased in 150 mm concretesurround.
17. All under ground foul and waste drainpipes shall be UPVC to comply to BSS 4514 & 5255.18. The storm water drain to comply to BSS 556.19. All inspection chamber covers and frames shall be cast iron to comply to BSS 497 table 6
grade C.20. Minimum slopes in drainpipes shall be 1%.21. No chases will be allowed in the slabs for pipes. Sleeves will be allowed with the written approval of the S.E.22. All testing of pipes must be completed before plastering.
23. All mechanical work must be coordinated with electrical work. Any conflicts must beclarified before work begins.
ELECTRICAL24. All conduits must be laid before plastering.25. All electrical work must be coordinated with mechanical
DRAWING TITLE
MM
architects & project managers
P. O. Box 1659 - 00502 KAREN, NAIROBI, KENYA, EA
CONSULTANTS
Innovation 360
ARCHITECT
*All Drawings are exclusively copyrighted by the architect
Dwg. No.
Job No.
Presentation Drawings
AKT
tel: 020-2063507 mobile: 0722-720907
150202JUNE 2015
TYPICAL PRIMARY SCHOOLADMINISTRATION BLOCK
GSPublisherEngine 0.22.100.100
PROJECT
SCALE DATECHECKEDDRAWN
REVISIONS, ADDITIONS & ALTERATIONSNO. BYDATE DESCRIPTION
NOTES:GENERAL1. All measurements are shown in millimeters. Drawings not to be scaled. Only figured
dimensions to be used.2. The contractor must check and verify all dimensions on site before commencement of work.Any discrepancies must be notified immediately to the architect.3. All sections are to be read as per floor plan and all drawings must be read in concert with
each other. Any discrepancies must be notified immediately to the architect and clarifiedconsulting the architectural or consultants drawing.
CONSTRUCTION4. Damp proof course must be provided under all external walls at grade. DPC to be minimum150 mm above ground level.5. All slab at grade to be poured at 1000 Gauge polythene on 50 mm stone dust blinding on
hardcore.6. All soil under slab and around external foundations to be poisoned for termite control.7. Window sills must be finished before internal plastering.
CIVIL8. All soils on cut embankment to be stabilized. The slope is not to exceed the natural anglerepose of the soil.
STRUCTURAL9. All RC work to structural engineer's details.10. Depth of foundation to be determined on site to S.E's approval.
11. All walls less than 200 mm thick to be reinforced with hoop iron at every alternatecourse.
MECHANICAL12. All plumbing and drainage to comply with city councils specifications.13. All service ducts to be accessible from all floors.14. Deep seal or anti-vac to all fittings connected to the SVP or waste pipes. All bends and
junctions to have inspection plates.15. SVP (soil vent pipes) to be provided at the head of the drainage.16. Drain pipes passing beneath buildings and driveways to be encased in 150 mm concretesurround.
17. All under ground foul and waste drainpipes shall be UPVC to comply to BSS 4514 & 5255.18. The storm water drain to comply to BSS 556.19. All inspection chamber covers and frames shall be cast iron to comply to BSS 497 table 6
grade C.20. Minimum slopes in drainpipes shall be 1%.21. No chases will be allowed in the slabs for pipes. Sleeves will be allowed with the written approval of the S.E.22. All testing of pipes must be completed before plastering.
23. All mechanical work must be coordinated with electrical work. Any conflicts must beclarified before work begins.
ELECTRICAL24. All conduits must be laid before plastering.25. All electrical work must be coordinated with mechanical
DRAWING TITLE
MM
architects & project managers
P. O. Box 1659 - 00502 KAREN, NAIROBI, KENYA, EA
CONSULTANTS
Innovation 360
ARCHITECT
*All Drawings are exclusively copyrighted by the architect
Dwg. No.
Job No.
Presentation Drawings
AKT
tel: 020-2063507 mobile: 0722-720907
150202JUNE 2015
TYPICAL PRIMARY SCHOOLADMINISTRATION BLOCK
GSPublisherEngine 0.22.100.100
PROJECT
SCALE DATECHECKEDDRAWN
REVISIONS, ADDITIONS & ALTERATIONSNO. BYDATE DESCRIPTION
NOTES:GENERAL1. All measurements are shown in millimeters. Drawings not to be scaled. Only figured
dimensions to be used.2. The contractor must check and verify all dimensions on site before commencement of work.Any discrepancies must be notified immediately to the architect.3. All sections are to be read as per floor plan and all drawings must be read in concert with
each other. Any discrepancies must be notified immediately to the architect and clarifiedconsulting the architectural or consultants drawing.
CONSTRUCTION4. Damp proof course must be provided under all external walls at grade. DPC to be minimum150 mm above ground level.5. All slab at grade to be poured at 1000 Gauge polythene on 50 mm stone dust blinding on
hardcore.6. All soil under slab and around external foundations to be poisoned for termite control.7. Window sills must be finished before internal plastering.
CIVIL8. All soils on cut embankment to be stabilized. The slope is not to exceed the natural anglerepose of the soil.
STRUCTURAL9. All RC work to structural engineer's details.10. Depth of foundation to be determined on site to S.E's approval.
11. All walls less than 200 mm thick to be reinforced with hoop iron at every alternatecourse.
MECHANICAL12. All plumbing and drainage to comply with city councils specifications.13. All service ducts to be accessible from all floors.14. Deep seal or anti-vac to all fittings connected to the SVP or waste pipes. All bends and
junctions to have inspection plates.15. SVP (soil vent pipes) to be provided at the head of the drainage.16. Drain pipes passing beneath buildings and driveways to be encased in 150 mm concretesurround.
17. All under ground foul and waste drainpipes shall be UPVC to comply to BSS 4514 & 5255.18. The storm water drain to comply to BSS 556.19. All inspection chamber covers and frames shall be cast iron to comply to BSS 497 table 6
grade C.20. Minimum slopes in drainpipes shall be 1%.21. No chases will be allowed in the slabs for pipes. Sleeves will be allowed with the written approval of the S.E.22. All testing of pipes must be completed before plastering.
23. All mechanical work must be coordinated with electrical work. Any conflicts must beclarified before work begins.
ELECTRICAL24. All conduits must be laid before plastering.25. All electrical work must be coordinated with mechanical
DRAWING TITLE
MM
architects & project managers
P. O. Box 1659 - 00502 KAREN, NAIROBI, KENYA, EA
CONSULTANTS
Innovation 360
ARCHITECT
*All Drawings are exclusively copyrighted by the architect
Dwg. No.
Job No.
Presentation Drawings
AKT
tel: 020-2063507 mobile: 0722-720907
150202JUNE 2015
TYPICAL PRIMARY SCHOOLLIBRARY AND SCIENCE LAB REAR VIEW
GSPublisherEngine 0.22.100.100
PROJECT
SCALE DATECHECKEDDRAWN
REVISIONS, ADDITIONS & ALTERATIONSNO. BYDATE DESCRIPTION
NOTES:GENERAL1. All measurements are shown in millimeters. Drawings not to be scaled. Only figured
dimensions to be used.2. The contractor must check and verify all dimensions on site before commencement of work.Any discrepancies must be notified immediately to the architect.3. All sections are to be read as per floor plan and all drawings must be read in concert with
each other. Any discrepancies must be notified immediately to the architect and clarifiedconsulting the architectural or consultants drawing.
CONSTRUCTION4. Damp proof course must be provided under all external walls at grade. DPC to be minimum150 mm above ground level.5. All slab at grade to be poured at 1000 Gauge polythene on 50 mm stone dust blinding on
hardcore.6. All soil under slab and around external foundations to be poisoned for termite control.7. Window sills must be finished before internal plastering.
CIVIL8. All soils on cut embankment to be stabilized. The slope is not to exceed the natural anglerepose of the soil.
STRUCTURAL9. All RC work to structural engineer's details.10. Depth of foundation to be determined on site to S.E's approval.
11. All walls less than 200 mm thick to be reinforced with hoop iron at every alternatecourse.
MECHANICAL12. All plumbing and drainage to comply with city councils specifications.13. All service ducts to be accessible from all floors.14. Deep seal or anti-vac to all fittings connected to the SVP or waste pipes. All bends and
junctions to have inspection plates.15. SVP (soil vent pipes) to be provided at the head of the drainage.16. Drain pipes passing beneath buildings and driveways to be encased in 150 mm concretesurround.
17. All under ground foul and waste drainpipes shall be UPVC to comply to BSS 4514 & 5255.18. The storm water drain to comply to BSS 556.19. All inspection chamber covers and frames shall be cast iron to comply to BSS 497 table 6
grade C.20. Minimum slopes in drainpipes shall be 1%.21. No chases will be allowed in the slabs for pipes. Sleeves will be allowed with the written approval of the S.E.22. All testing of pipes must be completed before plastering.
23. All mechanical work must be coordinated with electrical work. Any conflicts must beclarified before work begins.
ELECTRICAL24. All conduits must be laid before plastering.25. All electrical work must be coordinated with mechanical
DRAWING TITLE
MM
architects & project managers
P. O. Box 1659 - 00502 KAREN, NAIROBI, KENYA, EA
CONSULTANTS
Innovation 360
ARCHITECT
*All Drawings are exclusively copyrighted by the architect
Dwg. No.
Job No.
Presentation Drawings
AKT
tel: 020-2063507 mobile: 0722-720907
150202JUNE 2015
TYPICAL PRIMARY SCHOOLVIEW FROM COURTYARD
GSPublisherEngine 0.22.100.100
PROJECT
SCALE DATECHECKEDDRAWN
REVISIONS, ADDITIONS & ALTERATIONSNO. BYDATE DESCRIPTION
NOTES:GENERAL1. All measurements are shown in millimeters. Drawings not to be scaled. Only figured
dimensions to be used.2. The contractor must check and verify all dimensions on site before commencement of work.Any discrepancies must be notified immediately to the architect.3. All sections are to be read as per floor plan and all drawings must be read in concert with
each other. Any discrepancies must be notified immediately to the architect and clarifiedconsulting the architectural or consultants drawing.
CONSTRUCTION4. Damp proof course must be provided under all external walls at grade. DPC to be minimum150 mm above ground level.5. All slab at grade to be poured at 1000 Gauge polythene on 50 mm stone dust blinding on
hardcore.6. All soil under slab and around external foundations to be poisoned for termite control.7. Window sills must be finished before internal plastering.
CIVIL8. All soils on cut embankment to be stabilized. The slope is not to exceed the natural anglerepose of the soil.
STRUCTURAL9. All RC work to structural engineer's details.10. Depth of foundation to be determined on site to S.E's approval.
11. All walls less than 200 mm thick to be reinforced with hoop iron at every alternatecourse.
MECHANICAL12. All plumbing and drainage to comply with city councils specifications.13. All service ducts to be accessible from all floors.14. Deep seal or anti-vac to all fittings connected to the SVP or waste pipes. All bends and
junctions to have inspection plates.15. SVP (soil vent pipes) to be provided at the head of the drainage.16. Drain pipes passing beneath buildings and driveways to be encased in 150 mm concretesurround.
17. All under ground foul and waste drainpipes shall be UPVC to comply to BSS 4514 & 5255.18. The storm water drain to comply to BSS 556.19. All inspection chamber covers and frames shall be cast iron to comply to BSS 497 table 6
grade C.20. Minimum slopes in drainpipes shall be 1%.21. No chases will be allowed in the slabs for pipes. Sleeves will be allowed with the written approval of the S.E.22. All testing of pipes must be completed before plastering.
23. All mechanical work must be coordinated with electrical work. Any conflicts must beclarified before work begins.
ELECTRICAL24. All conduits must be laid before plastering.25. All electrical work must be coordinated with mechanical
DRAWING TITLE
MM
architects & project managers
P. O. Box 1659 - 00502 KAREN, NAIROBI, KENYA, EA
CONSULTANTS
Innovation 360
ARCHITECT
*All Drawings are exclusively copyrighted by the architect
Dwg. No.
Job No.
Presentation Drawings
AKT
tel: 020-2063507 mobile: 0722-720907
150202JUNE 2015
TYPICAL PRIMARY SCHOOLVIEW FROM COURTYARD
GSPublisherEngine 0.22.100.100
PROJECT
SCALE DATECHECKEDDRAWN
REVISIONS, ADDITIONS & ALTERATIONSNO. BYDATE DESCRIPTION
NOTES:GENERAL1. All measurements are shown in millimeters. Drawings not to be scaled. Only figured
dimensions to be used.2. The contractor must check and verify all dimensions on site before commencement of work.Any discrepancies must be notified immediately to the architect.3. All sections are to be read as per floor plan and all drawings must be read in concert with
each other. Any discrepancies must be notified immediately to the architect and clarifiedconsulting the architectural or consultants drawing.
CONSTRUCTION4. Damp proof course must be provided under all external walls at grade. DPC to be minimum150 mm above ground level.5. All slab at grade to be poured at 1000 Gauge polythene on 50 mm stone dust blinding on
hardcore.6. All soil under slab and around external foundations to be poisoned for termite control.7. Window sills must be finished before internal plastering.
CIVIL8. All soils on cut embankment to be stabilized. The slope is not to exceed the natural anglerepose of the soil.
STRUCTURAL9. All RC work to structural engineer's details.10. Depth of foundation to be determined on site to S.E's approval.
11. All walls less than 200 mm thick to be reinforced with hoop iron at every alternatecourse.
MECHANICAL12. All plumbing and drainage to comply with city councils specifications.13. All service ducts to be accessible from all floors.14. Deep seal or anti-vac to all fittings connected to the SVP or waste pipes. All bends and
junctions to have inspection plates.15. SVP (soil vent pipes) to be provided at the head of the drainage.16. Drain pipes passing beneath buildings and driveways to be encased in 150 mm concretesurround.
17. All under ground foul and waste drainpipes shall be UPVC to comply to BSS 4514 & 5255.18. The storm water drain to comply to BSS 556.19. All inspection chamber covers and frames shall be cast iron to comply to BSS 497 table 6
grade C.20. Minimum slopes in drainpipes shall be 1%.21. No chases will be allowed in the slabs for pipes. Sleeves will be allowed with the written approval of the S.E.22. All testing of pipes must be completed before plastering.
23. All mechanical work must be coordinated with electrical work. Any conflicts must beclarified before work begins.
ELECTRICAL24. All conduits must be laid before plastering.25. All electrical work must be coordinated with mechanical
DRAWING TITLE
MM
architects & project managers
P. O. Box 1659 - 00502 KAREN, NAIROBI, KENYA, EA
CONSULTANTS
Innovation 360
ARCHITECT
*All Drawings are exclusively copyrighted by the architect
Dwg. No.
Job No.
Presentation Drawings
AKT
tel: 020-2063507 mobile: 0722-720907
150202JUNE 2015
TYPICAL PRIMARY SCHOOLMAIN ENTRANCE VISTA