NOTES:
GENERAL
1. 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
E - 02
A
B
C
D
E
F
G
H
I
3
3
SCIENCE LAB
LADIES
GENTS
TYPICAL CLASSROOM
TYPICAL CLASSROOM
TYPICAL CLASSROOM
TYPICAL CLASSROOM
42 pax
42 pax
42 pax
42 pax
PREP.
RM
NURSE'S STATION
WAITING AREA
INFIRMARY
CIVIL
8. All soils on cut embankment to be stabilized. The slope is not to exceed the natural angle
repose of the soil.
HOME SCIENCE LAB
lockers
covered walkway
covered walkway
lockers
lockers
covered walkway
covered walkway
covered walkway
lockers
lockers
covered walkway
covered walkway
2
1
1
A
B
C
D
E
F
G
H
I
GIRLS'
RECEPTION
STRUCTURAL
9. 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 alternate
course.
J
MECHANICAL
12. 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
WASHROOMS
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 concrete
surround.
E - 04
COURTYARD
ADMIN BLOCK
CONSTRUCTION
4. Damp proof course must be provided under all external walls at grade. DPC to be minimum
150 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.
STORE
2
ACCOUNTS
(BURSAR)
each other. Any discrepancies must be notified immediately to the architect and clarified
consulting the architectural or consultants drawing.
J
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.
E - 03
23. All mechanical work must be coordinated with electrical work. Any conflicts must be
clarified before work begins.
BOYS'
A
B
C
D
E
F
G
WASHROOMS
H
ELECTRICAL
24. All conduits must be laid before plastering.
25. All electrical work must be coordinated with mechanical
I
J
STAFF LOUNGE
1
1
covered walkway
covered walkway
lockers
2
covered walkway
covered walkway
lockers
lockers
covered walkway
covered walkway
covered walkway
lockers
lockers
DEPUTY HEAD
TEACHER'S STATION
2
READING AREA
COMPUTER LAB
LIBRARIAN
OFFICE
LIBRARY
SUPPLIES
STORE
42 pax
42 pax
42 pax
42 pax
TYPICAL CLASSROOM
TYPICAL CLASSROOM
TYPICAL CLASSROOM
TYPICAL CLASSROOM
REVISIONS, ADDITIONS & ALTERATIONS
BOOK SHELVES
NO.
HEAD TEACHER'S
STATION
3
DATE
DESCRIPTION
BY
3
A
B
C
D
E
F
G
H
I
J
E - 01
TYPICAL PRIMARY SCHOOL SITE PLAN
TOTAL FLOOR AREA = 1,213 SQM
ARCHITECT
(FOOT PRINT FITS ON 1 ACRE)
- ADMINISTRATION BLOCK
- BURSAR/ ACCOUNTS OFFICE
- STAFF ROOM / LOUNGE
- RECEPTION
- HEAD TEACHER + DEPUTY HEAD TEACHER'S OFFICES
- STAFF ABLUTION
- INFIRMARY (SCHOOL NURSE)
- 8 TYPICAL CLASS ROOMS
- HOME SCIENCE LABORATORY
- SCIENCE LABORATORY
- COMPUTER LABORATORY
- LIBRARY
- ABLUTION BLOCK
*All Drawings are exclusively copyrighted by the architect
CONSULTANTS
Innovation 360
architects & project managers
innovation@projectbuild3d.com
P. O. Box 1659 - 00502 KAREN, NAIROBI, KENYA, EA
tel: 020-2063507
mobile: 0722-720907
PROJECT
DRAWING TITLE
Job No.
Presentation Drawings
SCALE
DRAWN
AKT
CHECKED
MM
DATE
JUNE 2015
Dwg. No.
150202
NOTES:
GENERAL
1. All measurements are shown in millimeters. Drawings not to be scaled. Only figured
G
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
H
each other. Any discrepancies must be notified immediately to the architect and clarified
consulting the architectural or consultants drawing.
CONSTRUCTION
4. Damp proof course must be provided under all external walls at grade. DPC to be minimum
150 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.
ACCOUNTS
(BURSAR)
RECEPTION
ADMIN BLOCK
STAFF LOUNGE
CIVIL
8. All soils on cut embankment to be stabilized. The slope is not to exceed the natural angle
repose of the soil.
STRUCTURAL
9. 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 alternate
course.
MECHANICAL
12. 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 concrete
surround.
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.
HOME SCIENCE LAB
lockers
23. All mechanical work must be coordinated with electrical work. Any conflicts must be
clarified before work begins.
covered walkway
ELECTRICAL
24. All conduits must be laid before plastering.
25. All electrical work must be coordinated with mechanical
G
TYPICAL ADMINISTRATION BLOCK
Total Area = 124 SQM
H
TYPICAL HOME SCIENCE LAB
Total Area = 60 SQM
REVISIONS, ADDITIONS & ALTERATIONS
NO.
C
D
H
I
DATE
DESCRIPTION
BY
J
3
SCIENCE LAB
INFIRMARY
TYPICAL CLASSROOM
ARCHITECT
PREP.
RM
42 pax
NURSE'S STATION
*All Drawings are exclusively copyrighted by the architect
CONSULTANTS
Innovation 360
architects & project managers
STORE
innovation@projectbuild3d.com
2
lockers
covered walkway
P. O. Box 1659 - 00502 KAREN, NAIROBI, KENYA, EA
tel: 020-2063507
mobile: 0722-720907
PROJECT
covered walkway
1
C
TYPICAL CLASSROOM
Total Area = 60 SQM
D
H
I
TYPICAL SCIENCE LAB
Total Area = 90 SQM
J
DRAWING TITLE
Job No.
Presentation Drawings
SCALE
DRAWN
AKT
CHECKED
MM
DATE
JUNE 2015
Dwg. No.
150202
NOTES:
GENERAL
1. 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 clarified
consulting the architectural or consultants drawing.
CONSTRUCTION
4. Damp proof course must be provided under all external walls at grade. DPC to be minimum
150 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.
CIVIL
8. All soils on cut embankment to be stabilized. The slope is not to exceed the natural angle
repose of the soil.
3
2
1
1
2
3
STRUCTURAL
9. 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 alternate
course.
A
A
A
A
MECHANICAL
12. 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
LADIES
GENTS
HEAD TEACHER'S
STATION
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 concrete
surround.
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 be
clarified before work begins.
DEPUTY HEAD
TEACHER'S STATION
ELECTRICAL
24. All conduits must be laid before plastering.
25. All electrical work must be coordinated with mechanical
B
B
B
B
INFIRMARY
SUPPLIES
STORE
WAITING AREA
REVISIONS, ADDITIONS & ALTERATIONS
NO.
DATE
DESCRIPTION
BY
NURSE'S STATION
C
C
C
C
ARCHITECT
TYPICAL HEAD TEACHERS' OFFICES & SUPPLIES STORE
HEAD TEACHERS' OFFICES = 30 SQM
SUPPLIES STORE = 30 SQM
Total Area = 60 SQM
TYPICAL INFIRMARY & STAFF ABLUTION BLOCK
INFIRMARY = 30 SQM
STAFF ABLUTION BLOCK = 30 SQM
Total Area = 60 SQM
*All Drawings are exclusively copyrighted by the architect
CONSULTANTS
Innovation 360
architects & project managers
innovation@projectbuild3d.com
P. O. Box 1659 - 00502 KAREN, NAIROBI, KENYA, EA
tel: 020-2063507
mobile: 0722-720907
PROJECT
DRAWING TITLE
Job No.
Presentation Drawings
SCALE
DRAWN
AKT
CHECKED
MM
DATE
JUNE 2015
Dwg. No.
150202
H
I
NOTES:
J
GENERAL
1. 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 clarified
consulting the architectural or consultants drawing.
CONSTRUCTION
4. Damp proof course must be provided under all external walls at grade. DPC to be minimum
150 mm above ground level.
5. All slab at grade to be poured at 1000 Gauge polythene on 50 mm stone dust blinding on
READING AREA
H
I
LIBRARIAN
OFFICE
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.
CIVIL
8. All soils on cut embankment to be stabilized. The slope is not to exceed the natural angle
repose of the soil.
STRUCTURAL
9. All RC work to structural engineer's details.
10. Depth of foundation to be determined on site to S.E's approval.
LIBRARY
GIRLS'
11. All walls less than 200 mm thick to be reinforced with hoop iron at every alternate
course.
WASHROOMS
MECHANICAL
12. 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 concrete
surround.
BOOK SHELVES
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 be
clarified before work begins.
H
I
ELECTRICAL
24. All conduits must be laid before plastering.
25. All electrical work must be coordinated with mechanical
J
TYPICAL LIBRARY
Total Area = 90 SQM
BOYS'
G
WASHROOMS
REVISIONS, ADDITIONS & ALTERATIONS
NO.
H
H
DATE
DESCRIPTION
BY
I
covered walkway
lockers
ARCHITECT
COMPUTER LAB
TYPICAL ABLUTION BLOCK
Total Area = 110 SQM
*All Drawings are exclusively copyrighted by the architect
CONSULTANTS
Innovation 360
architects & project managers
innovation@projectbuild3d.com
P. O. Box 1659 - 00502 KAREN, NAIROBI, KENYA, EA
tel: 020-2063507
mobile: 0722-720907
PROJECT
G
TYPICAL COMPUTER LAB
Total Area = 60 SQM
H
DRAWING TITLE
Job No.
Presentation Drawings
SCALE
DRAWN
AKT
CHECKED
MM
DATE
JUNE 2015
Dwg. No.
150202
NOTES:
GENERAL
1. 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 clarified
consulting the architectural or consultants drawing.
A
B
C
D
E
F
G
H
I
J
CONSTRUCTION
4. Damp proof course must be provided under all external walls at grade. DPC to be minimum
150 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.
CIVIL
8. All soils on cut embankment to be stabilized. The slope is not to exceed the natural angle
repose of the soil.
STRUCTURAL
9. 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 alternate
course.
PRIMARY SCHOOL
ELEVATION 01
MECHANICAL
12. 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 concrete
surround.
J
I
H
G
F
E
D
C
B
A
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 be
clarified before work begins.
ELECTRICAL
24. All conduits must be laid before plastering.
25. All electrical work must be coordinated with mechanical
J
I
H
G
F
E
D
PRIMARY SCHOOL
ELEVATION 02
C
B
A
REVISIONS, ADDITIONS & ALTERATIONS
NO.
3
2
1
1
2
DATE
DESCRIPTION
BY
3
ARCHITECT
3
2
1
1
2
3
*All Drawings are exclusively copyrighted by the architect
CONSULTANTS
Innovation 360
PRIMARY SCHOOL
ELEVATION 03
architects & project managers
innovation@projectbuild3d.com
P. O. Box 1659 - 00502 KAREN, NAIROBI, KENYA, EA
tel: 020-2063507
mobile: 0722-720907
3
2
1
1
2
3
PROJECT
3
PRIMARY SCHOOL
ELEVATION 04
2
1
1
2
3
DRAWING TITLE
Job No.
Presentation Drawings
SCALE
DRAWN
AKT
CHECKED
MM
DATE
JUNE 2015
Dwg. No.
150202
NOTES:
GENERAL
1. 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 clarified
consulting the architectural or consultants drawing.
CONSTRUCTION
4. Damp proof course must be provided under all external walls at grade. DPC to be minimum
150 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.
CIVIL
8. All soils on cut embankment to be stabilized. The slope is not to exceed the natural angle
repose of the soil.
STRUCTURAL
9. 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 alternate
course.
MECHANICAL
12. 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 concrete
surround.
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 be
clarified before work begins.
ELECTRICAL
24. All conduits must be laid before plastering.
25. All electrical work must be coordinated with mechanical
REVISIONS, ADDITIONS & ALTERATIONS
NO.
DATE
DESCRIPTION
BY
ARCHITECT
*All Drawings are exclusively copyrighted by the architect
CONSULTANTS
Innovation 360
architects & project managers
innovation@projectbuild3d.com
P. O. Box 1659 - 00502 KAREN, NAIROBI, KENYA, EA
tel: 020-2063507
mobile: 0722-720907
PROJECT
TYPICAL PRIMARY SCHOOL
SITE PLAN
DRAWING TITLE
Job No.
Presentation Drawings
SCALE
DRAWN
AKT
CHECKED
MM
DATE
JUNE 2015
Dwg. No.
150202
NOTES:
GENERAL
1. 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 clarified
consulting the architectural or consultants drawing.
CONSTRUCTION
4. Damp proof course must be provided under all external walls at grade. DPC to be minimum
150 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.
CIVIL
8. All soils on cut embankment to be stabilized. The slope is not to exceed the natural angle
repose of the soil.
STRUCTURAL
9. 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 alternate
course.
MECHANICAL
12. 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 concrete
surround.
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 be
clarified before work begins.
ELECTRICAL
24. All conduits must be laid before plastering.
25. All electrical work must be coordinated with mechanical
REVISIONS, ADDITIONS & ALTERATIONS
NO.
DATE
DESCRIPTION
BY
ARCHITECT
*All Drawings are exclusively copyrighted by the architect
CONSULTANTS
Innovation 360
architects & project managers
innovation@projectbuild3d.com
P. O. Box 1659 - 00502 KAREN, NAIROBI, KENYA, EA
tel: 020-2063507
mobile: 0722-720907
PROJECT
TYPICAL PRIMARY SCHOOL
ADMINISTRATION BLOCK
DRAWING TITLE
Job No.
Presentation Drawings
SCALE
DRAWN
AKT
CHECKED
MM
DATE
JUNE 2015
Dwg. No.
150202
NOTES:
GENERAL
1. 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 clarified
consulting the architectural or consultants drawing.
CONSTRUCTION
4. Damp proof course must be provided under all external walls at grade. DPC to be minimum
150 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.
CIVIL
8. All soils on cut embankment to be stabilized. The slope is not to exceed the natural angle
repose of the soil.
STRUCTURAL
9. 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 alternate
course.
MECHANICAL
12. 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 concrete
surround.
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 be
clarified before work begins.
ELECTRICAL
24. All conduits must be laid before plastering.
25. All electrical work must be coordinated with mechanical
REVISIONS, ADDITIONS & ALTERATIONS
NO.
DATE
DESCRIPTION
BY
ARCHITECT
*All Drawings are exclusively copyrighted by the architect
CONSULTANTS
Innovation 360
architects & project managers
innovation@projectbuild3d.com
P. O. Box 1659 - 00502 KAREN, NAIROBI, KENYA, EA
tel: 020-2063507
mobile: 0722-720907
PROJECT
TYPICAL PRIMARY SCHOOL
ADMINISTRATION BLOCK
DRAWING TITLE
Job No.
Presentation Drawings
SCALE
DRAWN
AKT
CHECKED
MM
DATE
JUNE 2015
Dwg. No.
150202
NOTES:
GENERAL
1. 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 clarified
consulting the architectural or consultants drawing.
CONSTRUCTION
4. Damp proof course must be provided under all external walls at grade. DPC to be minimum
150 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.
CIVIL
8. All soils on cut embankment to be stabilized. The slope is not to exceed the natural angle
repose of the soil.
STRUCTURAL
9. 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 alternate
course.
MECHANICAL
12. 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 concrete
surround.
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 be
clarified before work begins.
ELECTRICAL
24. All conduits must be laid before plastering.
25. All electrical work must be coordinated with mechanical
REVISIONS, ADDITIONS & ALTERATIONS
NO.
DATE
DESCRIPTION
BY
ARCHITECT
*All Drawings are exclusively copyrighted by the architect
CONSULTANTS
Innovation 360
architects & project managers
innovation@projectbuild3d.com
P. O. Box 1659 - 00502 KAREN, NAIROBI, KENYA, EA
tel: 020-2063507
mobile: 0722-720907
PROJECT
TYPICAL PRIMARY SCHOOL
LIBRARY AND SCIENCE LAB REAR VIEW
DRAWING TITLE
Job No.
Presentation Drawings
SCALE
DRAWN
AKT
CHECKED
MM
DATE
JUNE 2015
Dwg. No.
150202
NOTES:
GENERAL
1. 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 clarified
consulting the architectural or consultants drawing.
CONSTRUCTION
4. Damp proof course must be provided under all external walls at grade. DPC to be minimum
150 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.
CIVIL
8. All soils on cut embankment to be stabilized. The slope is not to exceed the natural angle
repose of the soil.
STRUCTURAL
9. 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 alternate
course.
MECHANICAL
12. 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 concrete
surround.
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 be
clarified before work begins.
ELECTRICAL
24. All conduits must be laid before plastering.
25. All electrical work must be coordinated with mechanical
REVISIONS, ADDITIONS & ALTERATIONS
NO.
DATE
DESCRIPTION
BY
ARCHITECT
*All Drawings are exclusively copyrighted by the architect
CONSULTANTS
Innovation 360
architects & project managers
innovation@projectbuild3d.com
P. O. Box 1659 - 00502 KAREN, NAIROBI, KENYA, EA
tel: 020-2063507
mobile: 0722-720907
PROJECT
TYPICAL PRIMARY SCHOOL
VIEW FROM COURTYARD
DRAWING TITLE
Job No.
Presentation Drawings
SCALE
DRAWN
AKT
CHECKED
MM
DATE
JUNE 2015
Dwg. No.
150202
NOTES:
GENERAL
1. 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 clarified
consulting the architectural or consultants drawing.
CONSTRUCTION
4. Damp proof course must be provided under all external walls at grade. DPC to be minimum
150 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.
CIVIL
8. All soils on cut embankment to be stabilized. The slope is not to exceed the natural angle
repose of the soil.
STRUCTURAL
9. 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 alternate
course.
MECHANICAL
12. 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 concrete
surround.
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 be
clarified before work begins.
ELECTRICAL
24. All conduits must be laid before plastering.
25. All electrical work must be coordinated with mechanical
REVISIONS, ADDITIONS & ALTERATIONS
NO.
DATE
DESCRIPTION
BY
ARCHITECT
*All Drawings are exclusively copyrighted by the architect
CONSULTANTS
Innovation 360
architects & project managers
innovation@projectbuild3d.com
P. O. Box 1659 - 00502 KAREN, NAIROBI, KENYA, EA
tel: 020-2063507
mobile: 0722-720907
PROJECT
TYPICAL PRIMARY SCHOOL
VIEW FROM COURTYARD
DRAWING TITLE
Job No.
Presentation Drawings
SCALE
DRAWN
AKT
CHECKED
MM
DATE
JUNE 2015
Dwg. No.
150202
NOTES:
GENERAL
1. 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 clarified
consulting the architectural or consultants drawing.
CONSTRUCTION
4. Damp proof course must be provided under all external walls at grade. DPC to be minimum
150 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.
CIVIL
8. All soils on cut embankment to be stabilized. The slope is not to exceed the natural angle
repose of the soil.
STRUCTURAL
9. 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 alternate
course.
MECHANICAL
12. 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 concrete
surround.
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 be
clarified before work begins.
ELECTRICAL
24. All conduits must be laid before plastering.
25. All electrical work must be coordinated with mechanical
REVISIONS, ADDITIONS & ALTERATIONS
NO.
DATE
DESCRIPTION
BY
ARCHITECT
*All Drawings are exclusively copyrighted by the architect
CONSULTANTS
Innovation 360
architects & project managers
innovation@projectbuild3d.com
P. O. Box 1659 - 00502 KAREN, NAIROBI, KENYA, EA
tel: 020-2063507
mobile: 0722-720907
PROJECT
TYPICAL PRIMARY SCHOOL
MAIN ENTRANCE VISTA
DRAWING TITLE
Job No.
Presentation Drawings
SCALE
DRAWN
AKT
CHECKED
MM
DATE
JUNE 2015
Dwg. No.
150202