NOTES
1. All dimensions are in mm unless
                                                                                                                                                                                                                        otherwise stated
                                                                                                                                                                                                                     2. Contractor to cross check
                                                                                                                                                                                                                        dimensions before commencing
                                                                                                                                                                                                                        construction and any descrepancy
                                                                                                                                                                                                                        to be reported to the architect
                                                                                                                                                                                                                        for clarification.
                                                                                                                                                                                                                     3. All structural works to structural
                                                                                                                                                                                                                        engineer's details
                                                                                                                                                                                                                     4. All walls less than 200mm thick to
                                                                                                                                                                                                                        be reinforced with hoop iron at
                                                                                                                                                                                                                        alternate courses.
                                                                                                                                                                                                                     5. All drainage pipes passing under
                                                                                                                                                                                                                        buildings and driveways to be
                                                                                                F           E                      D            C                   B                 A                                 encased in 150mm concrete
                                                                                                                                                                                                                        surround
                                                                                                                                                                                                                     6. All drainage and plumbing works
                                                                                                                                                                                                                        to compply with MOH and local
                                                                                                                                                                                                                        Authority's requirements.
                                                                                                                                                                                                                     7. All finishes to the satisfaction
                                                                                                                                                                                                                        of the owner.
                                                                                                                                                                                                                     8. 1000gauge polythene sheeting
                                                                                                                                                                                                                        and anti-termite treatment to be
                                                                                                                                                                                                                        provided under ground conc. floor slab
                                                                                                                                       200
                                                                                                                                                                                                                     9. All svps are 100mm pvc.
                                                                                                                  Parapet                                                                                            10. Provide permanent ventilation
                                                                                                                                                                                                                          above all doors and windows
                                                                                                                  wall
                                                                                                                                       2,700
                                                                                                                                                    2,700
                                                                                                                                                                                                                         except bathroom and toilet doors
                                                                                                                                                                                                                   11. Depth of the fdn to be determined on site
                                                                                                                                                                                Ring beam
                                                                                                                  1,000
                                                                                                                                                                                                                                        REVISIONS
                                                WALL SPECS.
                                                                                                                                                    100
                                                                                                                                                                                                                     NO                DATE                  DESCRIPTION
                                                                                                                                       100
                                                                                                                  1,200
                                                                                                                                                    350
                                  200mm thick hand dressed natural stone wall
                                  with 1:3 cement/sand mortar joints, hoop iron for all walls                                                                           Stir case
                                                                                                                                       2,750
                                                                                                                                                    2,400
                                  less than 150mm thick with 2 coats acrylic paint on
                                                                                                                  1,650
                                  primered rough cast plaster to archtects approval
                                                                                                                                                    100
                                                                                                                100
                                                                                                                                                                                          Main gate
                                                                                                                                       100
                                                                                                                  350
                                                                                                                                                    350
                                                                                                                                       2,750
                                                                                                                  2,400
                                                                                                                                                    2,400
                                         FOUNDATION SPECS.
               All rc foundation & struct. elements to s.e details on 50mm
               1:4:8 conc. blinding, hardcore on firm ground free from loose                                                                                                                          Foundation
               soil or base. depth to be determined on site by s.e.                                 2,000                 3,200         1,400               4,400            3,800
                                                                                                                                                                                                      footing
               contractor to excavate, remove & cart away all loose & black
               cotton soil from below new buildings prior to commencing fdn.
                                                                                                F           E                      D            C                   B                 A
                                                                                                                                  RC FLOOR SLAB SPECS
                                                                                                                                  150mm R.C floor slab to s.e details on 1000g
                                                                                                                                  polythene sheet on 25mm blinding on approved                                       Project
                                                                                                                                                                                                                     Proposed constr. of rental houses
                                                                                                                                  compacted hardcore filling                                                         Plot No. Kyangwithya/Tungutu 2302
                                                                                                                                                                                                                     Title sheet
                                                                                                                                                                                                                     WORKING DRAWINGS
                                                                                                                                                                                                                     Sections)
                                                                                                                          S-01 BUILDING SECTION                                                                      CLIENT
                                                                                                                                                                                                                     CAROLINE WANZA MUTIA
                                                                                                                                                                                                                     Scale
                                                                                                                                                                                                                     1:100
                                                                                                                                                                                                                     Date: April. 2025
                                                                                                                                                                                                                     Drawn by:
                                                                                                                                                                                                                     Checked by
                                                                                                                                                                                                                     .............................................
                                                                                                                                                                                                                     Client Signature
                                                                                                                                                                                                                     .............................................
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