Month: May 2016

  • 5 acres for sale, Nyeri, Lusoi.

    5 acres for sale, Nyeri, Lusoi. kes 1m per acre negotiable.
    With river frontage.
    Good for farming.
    5 ACRES OF ARABLE LAND IDEAL FOR FARMING, near Chaka, in Naromoru

    Nanyuki / Timau / Naro Moru, Upcountry

    Price: 1,000,000, per Acre

    The 5-Acre arable farmland land is about 7 Km from Nyeri – Nanyuki Road, on the Munyu Road, branching off 7 Km after Chaka and 15 Km before Naromoru. It is easily accessible via all weather roads. Water and power nearby.

    Description

    Gently slopping land; 100% arableGreat views of Mt Kenya and the AberdaresArea receives adequate rainfall as it is at the foot of Mt. KenyaGreat dam site at the bottom of the landFenced boundariesWater and power available (not connected).Accessible via good murram-surfaced roads off the Nyeri – Nanyuki RoadBranching east towards Mt. Kenya 7 Km after Chaka and 15 Km before Naromoru town2 Freehold Titles i.e. 1.21 Ha (3 Acres) and 0.81 Ha (2 Acres)

    [googlemaps https://www.google.com/maps/embed?pb=!1m18!1m12!1m3!1d3838.63073131791!2d37.04353438706126!3d-0.2695315491904137!2m3!1f0!2f0!3f0!3m2!1i1024!2i768!4f13.1!3m3!1m2!1s0x18286c7e7360cdbf%3A0x69e465437d44b53f!2sLusoi+Primary+School%2C+Nyeri!5e1!3m2!1sen!2ske!4v1464682094951&w=400&h=300]
    lusoi river
    lusoi

    Contact info@a4architect.com

  • Tower Cranes

    Direct importation from China can be organised to ensure buyers get the best rates.

    Tower Crane Benefits

    The ultimate benefit of self-erecting tower crane usage is, quite simply, value — savings (in construction costs resulting from using the crane) that outweigh cost (to rent/own and operate the crane).

    Crane owners and users generally report a reduction in manual labor hours equivalent to four or more persons.  They also report shortened job completion times — primarily during the framing cycle — of 15% or more, and reduced need for multiple pieces of material handling equipment.  And these cranes are much less impactful to the environment as well.

    The benefits that drive these results follow, and are accomplished by the crane features and uses described previously:

    Improved Effeciency and Productivity

    • for crews that rely on their carpenters to perform the requisite manual labor to get their jobs done, a crane can remove much of the manual labor performed by carpenters freeing them up to focus on what you pay them to do — carpentry; the result is an improvement in productivity that also improves carpenters’ morale and leaves them much fresher at the end of a long day
    • use of dedicated staging areas results in a more efficient assembly of construction components (wall sections, roof sections, built-up beams, etc.); materials required in the staging area can be placed in the staging area when needed, and, since navigation of other material handling equipment (like telehandlers) is not necessary, the staging areas do not continually have to be moved or disturbed to allow passable access for that equipment
    • crane does not require a dedicated operator; rigging and operating can be done by a single person and, with the use of the remote control, the operator can move with the load, reducing the need for someone to “guide” the operator
    • single-person operation for many tasks that otherwise would require multiple people (lifting and setting trusses, lifting and setting rafters, etc.)
    • minimal footprint of crane leaves much more room on jobsite for material storage, staging areas, etc.
    • materials do not need to be handled or moved multiple times to make way for mobile equipment; material can be initially delivered to a “receiving” location and then dispersed a single time to the location of need when needed — the right material, the right quantity, when needed, delivered once

    Decreased Equipment and Labor Costs

    • a single self-erecting tower crane eliminates the need for multiple pieces of material handling equipment like mobile cranes, telehandlers or all-terrain forklifts, boom trucks, etc.
    • reduced fuel costs to operate material handling equipment
    • can be used on jobsites with tight boundaries or impassable terrain where the only real material handling option typically is manual labor
    • a crane is a “model employee”:
      • it is on-time to work
      • it doesn’t talk back
      • it is reliable and dependable
      • it never gets tired
      • it won’t ever file a workers’ comp claim
    • for crews that employ dedicated laborers, the many crane uses (trash removal, material handling and lifting, etc.) reduce much of the need for laborers
    • the ability to place materials and assemblies anywhere on the jobsite, including inside the structure (and not just at the perimeter, a limitation of telehandlers for instance), reduces the need for manual labor to perform that task
    • quick, easy setup
    • jobsite safety is improved due to the decreased need for manual tasks, also drastically reducing workers’ comp claims

    Environmental Benefits

    • operate on electricity, a much cleaner and quieter option than fuel
    • no need to store fuel on-site
    • does not leave deep ruts or disturb surrounding terrain as a result of machinery navigating the jobsite

    crane

  • film faced plywood

     film faced plywood

    We offer top quality and medium quality film faced plywood overlaid with phenol or melamine film on both sides. We use Dynea phenolic brown film and Dynea phenolic glue for our high quality FFP. We also offer black color film faced plywood, green color film faced plywood or even PVC shuttering plywood.

    Applications: concrete formwork panels / shuttering plywood, walls, floors, roofs, advertising boards, scaffolding .

    We can arrange for Direct importation from one of the largest manufacturers in China to ensure buyers get the best deals.

    film-faced-plywood film ply

    Film-faced plywood with coating for matt, low-pore concrete surfaces. 13 layers of poplar with water-resistent coating on both sides with 120 g/m² phenolic resin, edges sealed all round. Film-faced plywood sheets for concrete surfaces with high quality  requirements, the sheeting can easily be worked on (sawing, nailing etc.).

    Product advantages:

    • High-quality surface;
    • Water-resistant;
    • Steady geometricity of the sheets;
    • Easy handling;
    • Long terms use if properly preserved;
    • Work-force economy.

    Dimensions:
    Length: 2500/2440 mm
    Width: 1250/1220 mm
    Thickness: 21 mm
    Permissible thickness variation ± 0,5 mm

    Instruction for use and storage:

    • Sheets should be kept on dry horizontally put beams;
    • Sheets should be used without harming their surface or sides;
    • After cutting and drilling the edges of the sheets should be covered with water-resistant paint;
    • Before use the sheets should be covered with release agent.

    Examples of use:
    Formwork for construction of floors, walls, columns, etc.

    email info@a4architect.com

  • Parklands, Ojijo Road. Offices for Sale.

    Parklands, Ojijo Road. Offices for Sale.

     

    Kes 14,500 per sq ft. email info@a4architect.com

    IMG_20160526_112950

  • Scaffolding and Formwork, Nairobi for Sale.

    Scaffolding and Formwork, Nairobi for Sale.

     

     

     

     

     

     

    scaffold-14253_960_720

    For sales inquiries, email info@a4architect.com

    0721410684

  • Tile Adhesives and Grout, Concrete Hollow Blocks & Pots for Sale.

     

     

     

     

    1. REVISED PRICED LIST – 1ST of May 2016
    CONSTRUCTION MATERIALS PRICE LIST
    CATEGORY A

    (Tile Adhesives and Grout)

    Description

    (Dimension/Weight)

    Price

    (Incl. VAT & Transport within Nairobi)

    Adhesives
     

    “Izomix” Ceramic/Tile

    Adhesive

     

     

    25 KG BAG

     

     

    KSh. 600.00

     

     

    izomix

     

     

     

     

     

     

     

     

     

     

    “Izomix” Granite/Marble

    Adhesive

     

     

    25 KG BAG

     

     

    KSh. 700.00

    Grout  

     

    fuga

     

     

     

     

     

    “Fuga” 1 KG

     

    1 KG BAG

     

    KSh. 90.00

     

    “Fuga” 3 KG

     

    3 KG BAG

     

    KSh. 220.00

    CATEGORY B

    (Hollow Blocks & Pots)

    Hollow Blocks  

    hollow blocks

     

     

     

     

     

     

     

    “Ilbey”  200 390mm*200mm*200mm KSh. 80.00
    “Ilbey”  150 390mm*200mm*150mm KSh. 70.00
    “Ilbey”  100 390mm*200mm*100mm KSh. 60.00
    Hollow Pots  

     

    hollow pots

     

     

    “Ilbey”  300

     

    400mm*200mm*300mm

     

    KSh. 120.00

    “Ilbey”  250 380mm*200mm*250mm KSh. 110.00
    “Ilbey”  230 370mm*200mm*230mm KSh. 100.00
    “Ilbey”  150 400mm*200mm*150mm KSh. 100.00

     

     

     

     

    FREE DELIEVERY WITHIN NAIROBI AND CLOSE ENVIRONS (NGONG, RONGAI, KITENGELA,JUJA,THIKA,KIAMBU,ATHI RIVER ETC.ALL PAYMENTS EITHER VIA MPESA OR CASH, CHEQUE PAYMENT WITH PRIOR APPROVAL ONLY

    Contact info@a4architect.com

    0721410684

  • South C. House for Sale. kes 14m

    south c house for sale

    South C.  Mbugani Estate. House for sale. Ready title. Kes 14m.

     

    4 bedroomed.

     

    Email info@a4architect.com

  • Kitengela . 350 acres Opposite EPZ for sale.

    Kitengela . 350 acres Opposite EPZ for sale.

    Land divided into 5 parcels of 70 acres each.

     

    5 km from Main Nairobi Namanga tarmac road.

     

    Contact info@a4architect.com

  • AN ASSESSMENT OF THE OPPORTUNITIES AND CHALLENGES FACING REAL ESTATE JOINT VENTURES IN KENYA

     

    …………………………………………………………………………………

     

     AN ASSESSMENT OF THE OPPORTUNITIES AND CHALLENGES FACING REAL ESTATE JOINT VENTURES IN KENYA

     

     

    Projects delivered under Joint ventures in Kenya.

    Prism Towers, Upper hill.

     

    Flamingo towers, Upper Hill

     

    4th Ngong Towers.

    Factors leading to the need for real estate joint ventures.

     

    Exorbitant land prices especially in urban areas.

    With land prices going higher and higher, its easier for Real Estate developers to team up with land owners hence save the cash that could have been injected in purchasing the land and use it to build even larger plinth area of space for both parties to benefit.

    Unsteady and high interest rates on loans making real estate a high risk investment.

    High interest rates have discouraged land owners from accessing finance to develop on their own, hence the need for land owners to seek out financiers who already have the finance ready.

    Strict Mortgage terms.

    Bank requirements for land owners to put in between 20 to 30% as their contribution for them to access loans of the rest of the 60 to 80% of construction loans make it harder for land owners to access bank loans.

     

    Inefficient County government approval systems.

    Comparing Kigali city building approval system vs Nairobi city, the Kigali city process encourages high rise developments, as in if the proposal is several storeys high, this is more encouraged. This is the opposite with Nairobi City, where the bye laws set for few number of floors while the demand out there is for many floors, opening up situations of corruption where the developers have to part with bribes so as to be allowed to build higher, which makes business sense to them. This requires that land owners team up with experienced developers who know their way around so as to maximize their land use development.

     

    Expertise in running property projects, and general management of investment.

     

    Joint venture projects help land owners to easily tap in to real estate expertise and processes.

     

    Diversify and reduce property investment risks in Kenya.

    Joint venture projects help to reduce the investment risks by sharing the costs , expertise and experiences between land owner and financier.

    Appropriate and sustainable form of real estate source of finance in Kenya.

    Joint venture in real estate is currently the way to go for land owners based on the high interest rates that make it hard for land owners to access capital. With the new constitution that is vibrant and easy to plug in to new contract agreements, the Kenyan legal process can now accommodate and help secure investments that are based on joint venture agreements.

     

    Key success factors of joint ventures in real estate sector.

     

    Good management of the joint venture

    The joint venture agreement will need to be structured well. The best joint venture agreement structure is where there are the land owner, financier and a 3rd partner, the project manager, with a slight shareholding, between 1 to 4% of the limited liability company that is developing. This 3rd minority shareholder enables the financier and land owners to tap into construction management easily, with the project manager, being part owner of the project, ensuring the success since he is also a beneficiary of the same.

    Favorable legal framework and policy

    The current Kenya constitution is well designed to handle joint venture agreements. The digitizing of records at the Registrar of Companies and Ministry of lands go a long way in enabling this type of real estate investment in Kenya.

    Available financial market

    In Kenya, Banks have started restructuring to allow for joint ventures, thereby encouraging more investment in this line. The international developers are also attracted by the stable political leadership and enhanced rule of law and judicial systems in Kenya.

    Appropriate joint venture structure.

    Joint venture agreement structuring should be done carefully where the calculations of profits are translated into percentages then incorporated in the Special Purpose Vehicle agreement.

     

     

     Kenyan economic, political, and social Conditions .

     

    Kenya is currently one of the best run countries in terms of political and social conditions. This good political leadership has given international real estate financiers the confidence to set up in Nairobi. Real estate return on investment is very long terms , hence financiers look at the long term political situation of countries before they invest. Since 2013, Kenya and especially Nairobi is witnessing the largest real estate investment ever seen in Africa, with cranes doting the Nairobi Skyline everywhere. Most of these are internationally funded.

     

    Success rate of joint ventures in Kenya.

    Joint venture projects in Kenya where the land owners carefully vet the financiers are 100% successful. There are several instances where the land owners have completely lost to investors. In our documentation of joint venture projects, we have carefully studied both the successful and failed projects and can advise land owners on how to check if their financiers are in a position to deliver.

     

    Architect Francis Gichuhi Kamau.

    info@a4architect.com

  • Kenya Building Code. Fire Resistance specifications for Buildings.

    Fire Resistance – General
    Notes:- Several of the following by-laws require that the various parts of a building shall resist fire for
    specified periods. These requirements so far as walls are concerned shall be satisfied either if the
    construction is in accordance with the Third Schedule of these By-laws dealing with traditional methods
    of building, or if the construction is in accordance with the Fourth Schedule of these By-laws (which
    lists most of the common forms of construction). If the construction is not in accordance with either of
    the aforesaid Schedules, then the fire resistance must be shown to be adequate by reference to a test on a
    similar form of construction in accordance with British Standard No. 476 under by-laws 69 and 70 of
    these By-laws.
    Interpretation.
    69. (1) Save as provided in paragraph (b) of by-law 72 and by-law 75 of these By-laws, any requirement
    in these By-laws, that a structural part of a building shall have a fire resistance of a specified period
    shall be construed as requiring that that part shall be capable of resisting the action of fire thereon for
    that period under the conditions of the test appropriate to that part under British Standard 476 “Fire
    Tests on Building Materials and Structures” and any part of a building shall be deemed to have the
    requisite fire resistance if –
    (a) it is constructed as to have, in accordance with the Fourth Schedule of these By-laws, a
    notional period of fire resistance not less than the specified period; or
    (b) a similar part made to the same specification as that part is proved to have the requisite fire
    resistance under the conditions of the aforesaid test.
    (2) For the purpose of this by-law, resistance to the action of fire in the case of a wall shall be taken to
    mean resistance by that wall to fire on one side at a time, therefore in by-law 72 of these By-laws,
    resistance to internal fire or external fire in relation to a wall shall be taken to mean resistance to fire
    only on the inside or the outside of that wall as the case may be.
    (3) The expression “non-combustible throughout” in relation to a wall means composed entirely, apart
    from any combustible internal lining, of non-combustible material or materials.
    (4) A wall required by these By-laws to be externally non-combustible shall be either a wall noncombustible
    throughout or one having non-combustible external panels or covering.
    Walls complying with Third Schedule of these By-laws.
    70. Any wall complying (in respect of its stability) with the Third Schedule to these By-laws, shall be
    deemed to satisfy all requirements relating to the non-combustibility and fire resistance of external
    walls provided for in by-laws 72, 77, 78 and 80 of these By-laws and the similar requirements in respect
    of the walls referred to in by-laws 73, 78 and 81 of these By-laws.
    Fire Resistance – Small Houses
    Definition of small house.
    71. In any of these By-laws, relating to fire resistance “small house” means a one or two-storeyed
    dwelling house of a capacity of less than 20,000 cu. ft. but does not include a flat.
    External walls of small houses.
    72. Every external wall of s small house shall –
    (a) Comply with the requirements as to non-combustibility and fire resistance specified as
    appropriate thereto in column (2) of the Table set out below according to the distance of
    the wall from the nearest boundary of the plot as shown in column (1) of that Table; and
    (b) Have a resistance to internal fire of half an hour, for the determination of which the
    conditions of test referred to in paragraph (1) of by-law 69 of these By-laws shall apply
    with the modification that the limit of temperature rise on the unexposed face as specified
    in paragraph 11c of British Standard 476 “Fire Tests on building Materials and Structures”
    shall not apply.
    TABLE
    (1)
    Distance of wall in ft. from
    nearest boundary of plot
    (2)
    Appropriate requirements
    as to non-combustibility and
    fire resistance
    Not less than Less than
    10 – No requirement
    5 10 To be externally non-combustible
    3 5 To be non-combustible throughout
    – 3 To be non-combustible throughout and to have
    a resistance to external fire of half-an-hour.
    Walls separating small houses.
    73. (1) Subject to the provisions of paragraph(2)of this by-law, in a building comprising two or more
    small houses, a wall separating such houses , shall be non-combustible throughout and shall have fire
    resistance of one hour.
    (2) (a) Where the external walls of a building comprising more than two small houses have combustible
    externals panels of covering, the walls separating successive groups of not more than two such houses
    shall-
    (i) have a fire resistance of two hours;
    (ii) extend not less than 9 in. beyond the outer surface of the external wall; and
    (iii) (unless the roof is of solid or hollow slab construction of non-combustible material) be
    carried not less than 15 in. above the roof (measured at right angles to the slope).
    (b) Where the external walls of a building comprising more than four small houses have combustible
    frames but non-combustible external panels or covering, the walls separating successive groups of not
    more than four such houses shall have a fire resistance of two hours and no part of the combustible
    construction of the external walls shall extend across the ends of any of the separating walls.
    (c) Where the external walls, including any external panels or covering, of a building comprising more
    than eight small houses are non-combustible, the wall separating successive groups of not more than
    eight such houses shall have a fire resistance of two hours.
    Further provisions as to walls separating small houses.
    74. (1) No combustible material shall be shall be built into or carried through or over a separating wall
    to which by-law 73 of these By-laws applies, other than-
    (a) The ends of wooden beams, joists or purlins which are properly protected by brickwork or
    other solid and non-combustible material not less than 4 in. thick, or by a beam box of iron
    or other suitable non-combustible material; or
    (b) Tiling or slating battens properly embedded in mortar or other suitable material.
    (2) Where any separating wall to which by-law 73 of these By-laws relates is not carried up above the
    underside of the covering of the roof, the slates or other covering or slab shall, where practicable, be
    properly and solidly bedded in mortar on the top of the wall.
    Floors and interior walls of small houses.
    75. (1) In every small house of two storeys, the upper floor shall be so constructed as to be capable of
    satisfying the test for fire resistance specified in British Standard 476 “Fire Tests on Building Materials
    and Structures” as to freedom from collapse for half an hour, and as to rise of temperature and freedom
    from cracks or similar failures for 15 minutes.
    (2) Any floor to which paragraph (1) of this by-law applies, shall be deemed to have the fire resistance
    required by that paragraph if it is constructed in accordance with the relevant provisions of Table B of
    the fourth Schedule to these By-laws.
    (3) In every small house, all load bearing walls, other than a wall to which by-laws 72, 73, 74 and 76 of
    these By-laws apply, shall have a fire resistance of half an hour for the determination of which the
    conditions of test referred to in paragraph (1) of by-law 69 of these By-laws shall apply subject to the
    modification, that the limit of temperature rise on the unexposed face as specified in paragraph 11c of
    British Standard 476 “Fire Tests on Building Materials and Structures” shall apply.
    Garages attached to dwellings.
    76. (1) For the purpose of this by-law a garage means a covered space capable of accommodating a
    motor car, enclosed on more than two sides or with a room above.
    (2) Where a garage is built as part of a dwelling or attached thereto-
    (a) the underside of the floor of the room above the garage, shall be properly ceiled with
    non-combustible material having a fire resistance of not less than half an hour;
    (b) the material covering the roof of the garage shall be as specified in by-law 94 of these
    By-laws;
    (c) all walls separating the garage from the remainder of the building, not being walls to
    which by-laws, 73, 81 and 87 of these By-laws apply shall have a fire resistance of not
    less than half an hour, and be of non-combustible material and contain no combustible
    linings;
    (d) an opening in an wall referred to in subparagraph (c) hereof shall-
    (i) at its lowest point be at least 4 in. above the level of the floor of the garage.
    (ii) be protected by self-closing doors, having a fire resistance of half an hour; and
    (iii) be so arranged that access is in accordance with by-law 163 of these By-laws.
    (3) A door for the purpose of subparagraph (d) (ii) of paragraph (2) of this by-law shall be deemed to be
    self-closing if it is hung on efficient rising butts, and shall be deemed to have the requisite fire
    resistance if constructed in accordance with the specification in British Standard 1459: Part 3, for doors
    having a fire resistance of half an hour.
    Fire Resistance of Buildings Other Than Small Houses
    General rule as to external walls, other than walls of small houses.
    77. The external wall of any building, other than a small house shall, unless otherwise provided for in
    these By-laws, be non-combustible throughout and have a fire resistance of more than two hours.
    Modification for External walls of certain one storey buildings.
    78. (1) Every external wall of a domestic or public building of one storey, not being a small house,
    shall, if the building has a capacity specified in column (1) of Table set out below, and the distance of
    the wall from the nearest boundary of the plot corresponds with any distance specified in column (2) of
    that Table opposite the appropriate specification in column (1), comply with the requirements as to noncombustibility
    and fire resistance specified as appropriate thereto in column (3) of that Table.
    TABLE A
    (1)
    Capacity of building in cu.
    ft.
    (2)
    Distance of wall in feet
    from nearest boundary of
    the plot
    (3)
    Appropriate requirements as to noncombustibility
    and fire resistance
    Not less than Less than Not less
    than
    Less than
    – 18,000 10
    5
    3

    10
    5
    No requirement.
    To be externally non combustible.
    To be externally non-combustible and
    to have a fire resistance of one hour.
    18,000 36,000 20
    10
    5

    20
    10
    No requirement.
    To be externally non combustible.
    To be externally non-combustible and
    to have a fire resistance of one hour.
    36,000 – 10 – To be externally non-combustible and,
    unless it is an office building more than
    30 ft. from the nearest boundary of the
    plot, to have a fire resistance of one
    hour.
    (2) Every external wall of a building of the warehouse class, not intended to be used wholly or
    predominantly for storage, and comprising only one storey shall comply with the requirements as to
    non-combustibility and fire resistance specified as appropriate thereto in column (2) of Table B set out
    below according to the distance of the wall from the nearest boundary of the plot as shown in column
    (1) of that Table.
    TABLE B
    (1)
    Distance of wall from nearest boundary of plot
    (2)
    Appropriate requirements as to
    non-combustibility and fire
    Not less than Less than resistance
    20 ft. or a distance equivalent
    to half the height of the
    building (whichever is the
    greater).
    40 ft. or a distance equivalent
    to the height of the building
    (whichever is the greater).
    To be externally non-combustible
    and to have a fire resistance of one
    hour.
    40 ft. or a distance equivalent
    to the height of the building
    (whichever is the greater).
    – To be externally non-combustible.
    (3) Where a building, other than a small house, is completely separated into two or more parts by firedivision
    walls complying with by-law 84 of these By-laws, the requirements of paragraph (2) of this bylaw
    shall be deemed to be satisfied, if the external walls of each such part, have the non-combustibility
    and degree of fire resistance appropriate in the case of an entire building of the same cubic capacity as
    that part.
    Modification for external walls of certain buildings of more than one storey.
    79. Where an external wall of a domestic building of two or more storeys, other than a shop or small
    house, is a panel wall supported in a structural frame of metal or reinforced concrete and is constructed
    of non-combustible material and is not less than 10 ft. or a distance equivalent to half the height of the
    building, whichever is the greater, from the nearest boundary or in the case of existing premises from
    those premises, the frame and panel of such wall shall have a fire resistance of one hour.
    Modification for external walls of large storage buildings.
    80. Every external wall of a building of the warehouse class intended to be used wholly or
    predominantly for storage shall, if the capacity of the building exceeds 250,000 cu. ft., or if its height
    exceeds 75 ft. be non-combustible throughout and have a fire resistance of four hours:
    Provided that where a building is completely separated into two or more parts by fire-division
    walls complying with by-law 84 of these By-laws, by-law 84 shall apply as if each such part were a
    separate building.
    Separating Walls.
    81. (1) This by-law shall apply to walls separating houses or other buildings, not being walls, to which
    by-law 73 or by-law 86 of these By-laws apply.
    (2) The wall shall be non-combustible throughout.
    (3) The wall shall, if constructed for the separation of domestic buildings, other than shops, have a fire
    resistance of four hours, and in any other case, it shall have a fire resistance of six hours.
    (4) Where the council agrees to an opening in a wall, it shall be protected by doors or shutters having a
    fire resistance of half the period required for that wall.
    (5) No combustible material shall be built into or carried through or over the wall, other than-
    (a) the ends of wooden beams, joists or purlins which are properly protected by brickwork or
    other solid and non-combustible material not less than 4 in. thick, or by a beam box of iron
    or other suitable non-combustible material; or
    (b) tiling or slating battens properly embedded in mortar or other suitable material.
    (6) Except as provided for in by-law 82 of these By-laws, if the roofs of the buildings separated by the
    wall, are not of solid slab or are of hollow slab construction of non-combustible material-
    (a) the wall shall, if either of the buildings separated by it is a public building or a building of
    the warehouse class, be carried up above the underside of the covering of the roof for a
    distance of at least 18 in. (measured at right angles to the slope);
    (b) the wall shall, if the buildings are domestic buildings and either of them comprises more
    than five storeys, be carried up above the underside of the covering of the roof for a
    distance of at least 12 in. (measured at right angles to the slope).
    (7) In any case other than one to which paragraph (6) of this by-law applies, if the wall is not carried up
    above the underside of the covering of the roof, the slates or other covering or slab shall be properly and
    solidly bedded in mortar on the top of the wall.
    Buildings erected on single plot for different tenancies.
    82. If a building is capable of being let in different tenancies, and the roof of the building is throughout
    of non-combustible materials, the internal walls shall comply with the requirements for a separating
    wall, except that the requirements of paragraphs (6) (a) and (b) of by-law 81 of these By-laws shall not
    apply.
    Fire-division of warehouses.
    83. Buildings used predominantly for storage shall be divided internally with fire-division walls, so that,
    no floor area exceeds 5,000 sq. ft. and no cubic capacity is greater than 250,000 cu. ft.
    Fire-division walls.
    84. (1) Every fire-division wall in a building shall comply with paragraphs (2), (4), (5), (6) and (7) of
    by-law 81 of these By-laws and with paragraph (2) of this by law.
    (2) In a building of the warehouse class for use wholly or predominantly for storage, the wall shall have
    a fire resistance of four hours, and in any other building, it shall have a fire resistance of two hours.
    Fire-division of offices.
    85. No offices shall extend to more than 10,000 sq. ft. in area at any level of floor, unless separated
    from all other parts of the same building by fire-division walls.
    Walls separating flats.
    86. A wall constructed for the separation of flats within a building (other than a load-bearing wall to
    which by-law 87 of these By-laws applies) shall be non-combustible throughout and have a fire
    resistance of-
    (a) one hour if the building is a domestic building intended to be used wholly or predominantly
    for human habitation and exceeds either 50 ft. in height or 2,500 sq. ft. on any one storey in
    floor area;
    (b) half an hour in any other case.
    Fire resistance of floors, columns, beams and certain walls.
    87. (1) In every building, other than a small house, which comprises more than one storey, and is of a
    class and description specified in columns (1) and (2) of the following Table –
    (a) every floor above the lowest storey;
    (b) every load-bearing wall, other than an external wall, wall separating buildings or firedivision
    wall;
    (c) every column and beam, other than one to which by-law 92 of these By-laws applies; and
    (d) every wall enclosing a common stairway or a lift shaft;
    shall have the fire resistance specified in column (3) of the said Table in relation to the class and
    description of a building specified in columns (1) and (2) respectively:
    Provided that-
    (i) where more than one period of fire resistance would be applicable, according to
    whether regard is had to the height, floor area or capacity of the building, the longer or
    longer period shall be taken to be the required period of fire resistance; and
    (ii) where a building is completely separated into two or more parts by fire-division walls
    complying with by-law 84 of these By-laws, or comprises two or more dwellings, shops
    or other premises (not being individual flats) the requirement of this paragraph shall
    apply to each such part, dwelling, shop or premises as if it were a separate building.
    (2) Every opening in an internal wall enclosing a common stairway or a lift shaft shall, be protected by
    doors or shutters having fire resistance of not less than half the period required for that wall but under
    no circumstances the doors or shutters shall have a fire resistance of less than half an hour.
    (3) In this by-law-
    “common stairway” means a stairway intended for common use in a building for access to a
    storey capable of being let in separate tenancies, or where more than ten persons are employed
    on such storey; and
    “floor area” means in relation to a building the floor area of any one storey in that building.
    TABLE
    Class of Building
    (1)
    Height, cubic capacity, floor area
    (of any one storey)
    (2)
    Fire
    Resistance
    (3)
    Domestic buildings intended to be
    used wholly or predominantly for
    human habitation
    (a) Exceeding two storeys but not
    exceeding 50 ft. in height, or
    (b) Exceeding 1,000 sq. ft. but not
    exceeding 2,500 sq. ft in floor
    area
    ½ hour
    (a) Exceeding 50 ft. in height, or
    (b) Exceeding 2,500 sq. ft. in floor
    area
    1 hour
    Domestic buildings not intended to
    be used wholly or predominantly
    for human habitation
    (a) Exceeding 50 ft. but not
    exceeding 75 ft. in height, or
    (b) Exceeding 50,000 cu. ft. but not
    exceeding 125,000 cu. ft in
    capacity
    ½ hour
    (a) Exceeding 75 ft. in height, or
    (b) Exceeding 125,000 cu. ft. in
    capacity
    1 hour
    Public buildings and buildings of
    the warehouse class not used
    wholly or predominantly for
    storage
    (a) Not exceeding 50 ft. in height, or
    (b) Exceeding 50,000 cu. ft. but not
    exceeding 125,000 cu. ft in
    capacity
    1/3 hour
    (a) Exceeding 50 ft. but not
    exceeding 75 ft. in height, or
    (b) Exceeding 125,000 cu. ft. but not
    exceeding 250,000 cu. ft. in
    capacity, and not exceeding
    7,500 sq. ft. in floor area
    1 hour
    (a) Exceeding 75 ft. in height, or
    (b) Exceeding 250,000 cu. ft. in
    capacity, or
    (c) Exceeding 7,500 sq. ft. in floor
    area
    2 hours
    Buildings of the warehouse class
    used wholly or predominantly for
    storage
    (a) Exceeding 25 sq. ft. but not
    exceeding 50 ft. in height, or
    (b) Exceeding 25,000 cu. ft. but not
    exceeding 50,000 cu. ft. in
    capacity
    ¾ hour
    Exceeding 50,000 cu. ft. but not
    exceeding 125,000 cu. ft. in capacity
    1 hour
    (a) Exceeding 50 ft. but not
    exceeding 75 ft. in height, or
    (b) Exceeding 125,000 cu. ft. but not
    exceeding 250,000 cu. ft. in
    capacity and not exceeding
    7,500 sq. ft. in floor area
    2 hours
    (a) Exceeding 75 ft. in height, or
    (b) Exceeding 250,000 cu. ft. in
    capacity, or
    (c) Exceeding 7,500 sq. ft. in floor
    area
    4 hours
    Ceilings of public buildings.
    88. Public buildings of the types defined in Groups III and IV of the Sixth Schedule of these By-laws
    have ceilings with half hour fire resistance, and where, required by the council on account of fire
    hazard, similar provisions may be required for other public buildings.
    Stairs for two or more dwellings.
    89. In the case of a building containing two or more dwellings, every flight of stairs and every landing
    forming part of a main stairway intended for common use by the occupants of two or more such
    dwellings, shall comply with the requirements specified in column (2) of the Table set out below in
    relation to the description of the building specified in column (1) of that Table.
    TABLE
    Description of building
    (1)
    Requirement of stairway
    (2)
    Exceeding 50 ft. in height or exceeding on any
    one storey, 2,500 sq. ft. in floor area.
    To be constructed of non-combustible material
    having the same fire resistance as that required
    for the walls of the building in which the stairs
    are provided.
    Neither exceeding 50 ft. in height nor exceeding
    on any one storey, 2,500 sq. ft. in floor area.
    To be constructed of non-combustible material,
    or to have a fire resistance of one hour.
    Fire Resistance – Miscellaneous Provisions Applying to all Buildings
    Fire –stops in cavity walls.
    90. (1) In every cavity wall built wholly of partly of combustible materials the cavity between any
    leaves formed of or containing combustible material, shall be fire-stopped at the junction of the wall
    with any other wall or with any floor, ceiling or roof and, if the wall exceeds 15 ft. length, at intervals of
    not more than 15 ft.
    (2) Any such cavity wall may be fire-stopped by blocking the cavity with non-combustible material.
    Opening in external walls.
    91. (1) Unless the council otherwise agrees, openings shall only be permitted in external walls, where
    such walls are not within the distances prescribed hereunder from a plot boundary, other than one
    abutting onto a street-
    (a) 7 ft. 6 in. in a central area;
    (b) 5ft. in any residential area; and
    (c) 10 ft. in any other area.
    Provided that on a return wall or one at right angles to the nearest plot boundary, the distance of the
    opening from such boundary, may be reduced to 2 ft. 6 in. or if the separating wall projects 2 ft. beyond
    the face of such return wall, the distance from the boundary may be reduced to the thickness of the
    separating wall.
    (2) In the case of a building, other than a dwelling house of not more than two storeys, where any part
    of an opening in an external wall is vertically above an opening in an adjoining storey, suitable
    provision shall be made to prevent the spread of fire from the lower to the upper opening.
    (3) The requirements of paragraph (2) of this by-law shall be deemed to be satisfied if-
    (a) The bottom of the higher opening is not less than 3 ft. above the top of the lower opening
    and not less than 2 ft. above the upper surface of the floor separating the storeys; or
    (b) A balcony of non-combustible material with a solid floor or some similar horizontal
    protection is constructed between the two openings to project 2 ft. from the wall and extend
    laterally beyond each limit of the overlap of the openings in such a way that-
    (i) Where the lower or neither opening continues beyond that limit, for not less than 1 ft.;
    and
    (ii) Where the upper opening continues beyond that limit, for not less than 2 ft.
    Structural members supporting certain walls.
    92. Any part of a structural frame, any beam or column, carrying an external wall, a wall separating
    buildings or a fire division wall, shall have the same fire resistance as that required by these By-laws for
    the wall it carries.
    External panel walls in frame structures.
    93. Where the external walls of buildings on adjacent plots are contiguous with a common plot
    boundary, and the walls are panel walls supported in a structural frame of metal or reinforced concrete
    and otherwise fulfil the requirements for a separating wall, the requirements of by-law 81 of these bylaws
    shall be satisfied, if the combined thickness of the panels provides the full fire resistance required
    by these By-laws.
    Roofs
    Roofs – protection against fire.
    94. (1) In every building of the warehouse class, in every public building or dwelling house exceeding
    36,000 cu. ft. in capacity and in dwelling houses forming part of a block of more than two, the roof shall
    be so covered as to afford adequate protection against the spread of fire into the building or to adjoining
    buildings.
    (2) In every building other than a building to which paragraph (1) of this by-law applies, the roof shall
    be so covered, or to the building shall be so isolated from other buildings, as to afford adequate
    protection against the spread of fire into the building or to adjoining buildings.
    (3) A roof shall be deemed to satisfy the requirements of paragraphs (1) and (2) of this by-law, if it is
    covered with any one or more of the following materials-
    (a) natural slate, or slabs of stone;
    (b) tiles of slabs of burnt clay or concrete;
    (c) slates, tiles or sheets of asbestos cement;
    (d) corrugated sheets of galvanized steel, or of other not less suitable material, of an approved
    thickness;
    (e) metal sheeting covered on both inner and outer surfaces with bituminous material, or a
    similar approved weather-resisting protective covering;
    (f) glass tiles or sheets, or glass bricks or blocks in concrete or metal frames;
    (g) lead, copper, zinc or aluminium, of an approved thickness;
    (h) asphalt mastic with sanded or gravelled finish containing not less than 83 per cent of mineral
    matter and laid not less than ½ in. thick on a suitable base;
    (i) asbestos based roofing felt which conforms with British Standard 747;
    (j) organic based roofing felt covered with non-combustible material, not less than ½ in. thick,
    or with bituminous macadam composed of fine gravel or stone chippings with not greater
    than 7 per cent of bituminous material.
    (4) A building shall be deemed to satisfy the requirements of paragraph (2) of this by-law as to
    isolation, if the distance between the building and the boundary of the nearest adjacent plot is equal to
    not less than twice the height of the building, except that in the case of a small house as defined in bylaw
    71 if these By-laws, such distance may be reduced to 10 ft.
    Roof access.
    95. If a roof to which by-law 94 of these By-laws applies, has a ceiling, the latter shall be provided with
    a door or scuttle to allow access to the roof space.
    Roofs to be weatherproof.
    96. The roof of a building shall be weatherproof.
    Roof Coverings.
    97. For roof coverings, the requirements of by-law 96 of these By-laws shall be satisfied if constructed
    in accordance with the relevant Rules specified in the Fifth Schedule to these By-laws.

    Source. https://kenya.eregulations.org/media/BUILDING%20CODE.pdf