Location Map
200.0 4,500.0 200.0 2,600.0 200.0
200.0
200.0
WC
4,700.0
4,700.0
DSQ
GENERAL NOTES
1. All measurements are shown in millimeters
Measurements should not be scaled off the
drawing.
2. Thec contractor must check and verify all
dimensions before comencing any work. Any
discrepancy must be notified to the architect.
3. All sections should be read as per the floor plan
200.0
200.0
and all drawings must be read in context with
each other. Any discrepancies must be notified
200.0 7,300.0 200.0 immediately to the designer and clarified by
consulting the respective consultants on the
22,300.0 drawings.
1,400.0 YARD 200.0
200.0 200.0 3,900.0 1,500.0 200.0 4,500.0 200.0 1,650.0 200.0 5,000.0 200.0 1,500.0 200.0
200.0
CONSTRUCTION NOTES
4. Damp proof course must be provided under all
all walls at grade 1000. DPC to be minimum
150mm above ground level.
5. All slab at ground to be poured on 1000 gauge DESIGNED BY
polythene on 50mm stone dust blinding on
200.0
compacted hardcore.
6. All soils under slab and around external
foundation wall to be treated for termite control
7. Window sills must be finished before internal
plastering. .
LAUNDRY
4,400.0
5,500.0
CIVIL
8. All soils on cut embankment to be stabilized. The
KITCHEN slope is not to exceed the natural angle of
repose of the soil.
CLIENT
STRUCTURAL
PANTRY
200.0
9. All RC works to Structural Engineer’s details.
10. Depth of foundation to SE’s approval.
11. All walls less than 200mm thick to be reinforced
with hoop iron at every alternate course.
MECHANICAL
200.0
12. All plumbing and drainage to comply with the
4,200.0
relevant approving local authority’s specifications.
BEDROOM 13. All service ducts to be accessible from all floors.
14. Deep seal or anti-vac to all connected to
02 the SVPs or waste pipes. All bends and junctions PROJECT TEAM
to have inspection plate.
15. SVP to be provided at the head of the drainage.
WC 16. Drain pipes passing beneath buildings and ARCH C.K MUTHOGA
STORE BEDROOM driveways to be encased in 150mm concrete
surround.
6,400.0
01 17. All underground foul and waste drain pipes
ARCH LIDIEMA KEVIN
200.0
shall be UPVC and comply with BSS 4514 and
DINING 5255.
18. All inspection chamber covers and frames shall
1,400.0
200.0
be cast iron to comply with BSS 497 table 6
WC grade C except ones in the driveway which shall
comply to BSS 556.
19. Storm water drain shall comply with BSS 556.
20. Minimum slopes to drains shall be 1%.
21. No chasing will be allowed in the slabs for
pipes. Sleeves will be allowed in the slabs with
2,000.0
the written approval of the structural engineer.
PASSAGE
MASTER 22. All testing of pipes must be completed before
plastering.
BATH
E-01
23. All mechanical works must be coordinated with
electrical works. Any conflicts must be clarified
before work begins.
200.0
ELECTRICAL
200.0
24. All conduits must be laid before plastering.
25. All electrical work must be coordinated with
mechanical works. Any connflicts must be
clarified before works begins.
FIRE NOTES
5,000.0
WIC MASTER
6,300.0
1. Provide 9ltr CO2 fire extinguisher
LOUNGE BEDROOM hose reel.
2. Provide emergency lights in staircase
CLOAK 3. Provide automatic to cover
project.
4. Provide fire exit signs.
5. Provide 1. No. 9kg dry powder
200.0
extinguisher.
6. Provide smoke detectors.
7. Provide 9kg dry powder extinguisher
the generator.
200.0
8. Provide automatic booster pump
connected to 2500ltr water reservoir/ tank
Sheet Index
4,300.0
3,300.0
ENTRY
PORCH Project:
200.0
Drawing Title:
Project Data
3 BED BUNGALOW DRAFT
200.0 Date: 16/05/2021
1,450.0 3,350.0 200.0 10,200.0 200.0 5,000.0 200.0 Lidiema Kevin
Drawn:
Checked: C.K Muthoga
GROUND PLAN Scale:
1:100
Layout ID Revision
GSPublisherVersion 0.0.100.100
A.01
