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X COLUMN GATE DETAILS AUGUST- 2014 EAST AFRICA NOTES TRIAD EAST AFRICA Design & Management, Plot 915, Block 221, Shelter road, Naalya Housing Estates Kampala P.O. Box 6313 Kampala, Uganda TEL: +256(0)41 233851/3 Mobile: +256 772 430070 FAX: +256(0)41 230008 email: [email protected] Revision Description Revisions Drawn Date Checked Approved O.I SK AS SHOWN AT A1 OR A NPK MAY 2014 SK MAY 2014 B NPK JULY 2014 SK JULY 2014 03 Site Dimension (Minimum 1000mm) FOOTING, F1 (2 nos) SECTION 1-1 thru gate columns (2nos) 75 75mm Kicker 1100 550 550 6T16-03-200c/c Bothways 425 250 425 425 250 425 400 1100 01 02 02 02 02 1 1 1100 03 03 03 03 03 03 50 mm Blinding [1:4:8] 300 4T16-02 2100 4T16-03 C1 C1 03 03 250 01 03 03 250 SECTION C1-C1 11R8-01-190LINKS c/c GL = 0.00mm GL = 0.00m GL = 2.10m 250 (Refer to Footing Detail) 880 14R8-01-190LINKS c/c Architectural drawings. 5. Mass Concrete to be Grade 20 & Blinding to be Grade 15 3. Maximum aggregate size to be 20mm 4. Minimum cover to steel to be 50mm in foundations & 25mm above ground 2. Reinforced Concrete to be grade 25 1. All dimensions to be read (not scaled) in conjunction with NOTES; 6.This foundation is designed for founding in soils with a bearing capacity of 150kPa.

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  • XCOLUMN GATE DETAILSAUGU

    ST- 2014

    EAST AFRIC

    A

    NO

    TES

    TRIAD EAST AFRICADesign & Managem

    ent,

    Plot 915, Block 221,Shelter road,

    Naalya Housing EstatesKam

    palaP.O. Box 6313 Kam

    pala, UgandaTEL: +256(0)41 233851/3Mobile: +256 772 430070FAX: +256(0)41 230008

    email: triadea@

    utlonline.co.ug

    Revision

    Description

    Revisions

    Drawn

    Date

    CheckedApproved

    O.I

    SKAS SHO

    WN

    AT A1

    OR

    A

    NPK

    MAY 2014SK

    MAY 2014

    B

    NPK

    JULY 2014SK

    JULY 2014

    03Site Dimension

    (Minimum 1000mm)

    FOOTING, F1 (2 nos)

    SECTION 1-1 thru gate columns (2nos)

    75

    75mm Kicker1100

    550550

    6T16-03-200c/cBothways

    425250

    425

    425250425 400

    1100

    0102

    02

    0202

    11

    1100

    03

    0303

    0303

    0350 mm Blinding [1:4:8]

    300

    4T16-02

    2100

    4T16-03

    C1C1

    0303

    250

    010303

    250

    SECTION C1-C1

    11R8-01-190LINKS c/c

    GL = 0.00mmGL = 0.00m

    GL = 2.10m

    250

    (Refer to Footing Detail)

    88014R8-01-190LINKS c/c

    Architectural drawings.

    5. Mass Concrete to be Grade 20 & Blinding to be Grade 15

    3. Maxim

    um aggregate size to be 20m

    m

    4. Minim

    um cover to steel to be 50m

    m in foundations & 25m

    m above ground

    2. Reinforced Concrete to be grade 25

    1. All dim

    ensions to be read (not scaled) in conjunction with

    NO

    TES;

    6.This foundation is designed for founding in soils with a bearing capacity of 150kPa.


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