Nothing Special   »   [go: up one dir, main page]
Scribd Logo
Upload

Welcome to Scribd!

  • 20 views

    Anthony Wanjiku Revised Structural

    Uploaded by

    patrickmore09

    Copyright:

    © All Rights Reserved
    Download as PDF, TXT or read online from Scribd

    Anthony Wanjiku Revised Structural

    Uploaded by

    patrickmore09
    20 views1 page

    Copyright

    © © All Rights Reserved

    Available Formats

    PDF, TXT or read online from Scribd

    Did you find this document useful?

    Is this content inappropriate?

    Copyright:

    © All Rights Reserved
    Download as PDF, TXT or read online from Scribd
    Download as pdf or txt
    20 views1 page

    Anthony Wanjiku Revised Structural

    Uploaded by

    patrickmore09

    Copyright:

    © All Rights Reserved
    Download as PDF, TXT or read online from Scribd
    Download as pdf or txt
    of 1

    Chimney

    GENERAL NOTES D _ STAIRCASE _ 20mm 8. FOUNDATION DEPTHS TO BE FIXED BY THE ENGINEER AND P.M
    1. THIS DRAWING SHALL BE READ IN CONJUNCTION WITH
    RELEVANT ARCHITECTURAL DRAWINGS AND ANY
    DISCREPANCY REFERRED TO THE ENGINEER.
    A _ BLINDING CLASS 15 (1:4:8 )
    B _ SLAB & BEAMS AND COLUMNS CLASS 20 (1:1:2 )
    C _ BEAMS AND SLAB CLASS 25 (1:11 : 3)
    2
    E _ BEAMS
    F _ SLABS
    _ 25mm
    _ 20mm
    MAXIMUM TOLERANCE TO CONCRETE COVERS IS + 5mm
    SHALL NOT BE BLINDED BEFORE HIS APPROVAL.
    9. LAPS TO ALL BARS TO BE 50 x DIAMETER OF THE BAR.
    10. ALL REINFORCEMENT BARS TO BE CUT ON
    PROPOSED RESIDENTIAL MAISONETTE ON STRUCTURAL
    ANTHONY WANJIKU
    O.P
    AS SHOWN
    2. ALL DIMENSIONS ARE IN MILLIMETRES. 5. UNLESS OTHERWISE SHOWN CONCRETE COVERS
    TO MAIN REINFORCEMENTS SHALL BE AS FOLLOWS:-
    6. ALL REINFORCEMENT BARS TO BE IN ACCORDANCE WITH
    B.S. 4449 AND MESH FABRIC TO BE MADE FROM COLD WORKED
    CONFIRMING THE DIMENSIONS AND ANY
    DIFFICULTY REFERRED TO THE ENGINEER. LAND PARCEL No. ESCARPMEMENT JET DETAILS MARCH 2024

    P.O BOX
    3. DO NOT SCALE THIS DRAWING USE INDICATED DIMENSIONS. P'J NO. DWG NO.
    A _ FOUNDATIONS_ 40mm
    STEEL BARS IN ACCORDANCE WITH B.S. 4483. 11. ALL PLACEMENTS TO BE INSPECTED BY THE
    4. UNLESS OTHERWISE STATED CONCRETE MIX SHALL
    BE AS FOLLOWS:-
    B _ BASES
    C _ COLUMNS
    _ 40mm
    _ 30mm
    7. SAFE BEARING CAPACITY IS TAKEN AS 500N/mm2 i.e. SUB- SOIL
    IS TAKEN AS ROCK.
    ENGINEER AND SHALL NOT BE CONCRETED
    BEFORE HIS APPROVAL. SCHEME/73 LARI - KIAMBU COUNTY. 024/062 01

    You might also like