01 North Elevation · PDF file East Elevation 1:100 North Elevation 1:100 South Elevation...

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Transcript of 01 North Elevation · PDF file East Elevation 1:100 North Elevation 1:100 South Elevation...

  • GSPublisherVersion 0.0.100.100

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    S- 01

    S- 01

    North Elevation

    E as

    t E le

    va tio

    n South Elevation

    W es

    t E le

    va tio

    n

    FLOOR AREA: 130 SQ. METERS

    1, 70

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    1,500

    2,000

    50 0

    650

    90 0

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    70 0

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    4,000 200 4,200 3,400

    2,000

    1,700200

    1,900

    15,200

    200 7,360

    200 2,150

    200 1,490

    200

    2, 40

    0 10

    ,1 10

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    2001,3002002,8002001,000

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    1,4002 00

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    1,700200

    1,5007,700

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    200

    2, 10

    0 20

    0 3,

    66 0

    20 0

    1, 20

    0 20

    0 2,

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    20 0

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    86 0

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    0 14

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    4,000200 1,

    00 0

    1, 00

    0

    1, 55

    0 1,

    68 0

    400

    575800

    500

    625 2,000

    90 0

    1,000

    1, 20

    0

    90 0

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    0

    1,400 900

    1,900

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    700 1,200 2,500 800 1,100 800 6001, 64

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    200 4,300 200 70

    0

    2,200 200

    14 ,2

    00

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    1,900

    700 3,200 700 3 5035

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    2,6001,200

    8,600

    4,300

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    0 30 0

    4,700

    500

    6,000

    700

    1, 16

    0

    350

    35 0

    35 0

    350 350

    350 350 350

    35 0

    35 0

    35 0

    35 0

    350 350

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    0

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    20 0

    20 0

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    200

    20 0

    20 0

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    ±0

    150

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    300300

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    150

    ±0

    300

    BEDROOM 2

    BATH

    KITCHEN

    LO U

    N GE

    ENTRY PORCH

    Closet

    M.H

    WC

    YARD

    DINING

    MASTER BEDROOM

    PASSAGE

    PANTRY

    BATH

    WC

    Counter

    Cl os

    et

    Cl os

    et

    WC

    BEDROOM 1

    d1

    d1 d1

    d1

    d1d1d1 d1 d1

    d2

    d3 w1

    w1w1

    w1

    w1

    w1

    w2

    w3 w4w4

    w4

    pv pv

    pv pv pv

    pv pv

    pv pv

    pv

    pv

    pv

    pv

    pv

    pv

    pv

    pv

    pv

    M.H

    Sep c tank

    w4 pv

    Soak Pit

    non-slip flr  lesquarry flr  les

    cerr. flr  les

    cerr. flr  lescerr. flr  les

    cerr. flr  les

    quarry flr  les

    pv

    shoe rack

    S-04 S-04 S-

    05 S-

    05

    120mm r.c cover slab 600mm manhole cover

    130mm masonry wall with 10mm rendering both sides

    Invert level of incoming drain

    100mm waterproofed rendering

    160mm base slab

    200mm foundaton walling

    masonry walling 200mm

    Strip foundation footing

    Steel casement windows

    TWL

    GL

    Outlet manhole

    Inlet manhole

    1 50

    0

    TO SUB SOIL IRRIGATION

    PLAN

    SECTION S-04 SECTION S-05

    SEPTIC TANK DETAILS

    Depth of founda on to be determined on site.

    1:100

    ROOF NOTES 30G gci sheets.

    50mmX200mm wall plate. 50mmX150mm rafters & tie beams.

    50mmX100mm ties & struts.

    50mmX75mm purlins.

    25mmX200mm fascia board, 30O pitch

    50 030

    0

    50 0

    30 0

    100

    20 0

    100

    20 0

    60 0

    20 0

    200 600 200 3000 200 600 200

    15 0

    50

    30 0

    2, 10

    0

    30 0

    40 c/s mortar screeding on 150mm mass concrete slab on 50mm murram blinding on 300mm h/c fill

    300mm x 230mm ring beam

    decorative doric column, 350mm dia.

    ROOF NOTES 30G gci sheets.

    50mmX200mm wall plate. 50mmX150mm rafters & tie beams.

    50mmX100mm ties & struts.

    50mmX75mm purlins.

    25mmX200mm fascia board, 30O pitch

    A B C D E F1 F2 3000 10 3 500 500 800 1800 1500 1100 1200 5000 20 3 800 800 900 2500 1500 1500 1400 9,000 30 3 800 1,400 1,300 3,700 1,800 1,500 1,400

    12,000 50 3 800 1,600 1,400 4,000 2,200 1,500 1,400 15,000 75 3 800 1,600 1,400 4,000 2,700 1,500 1,400 24,000 120 3 800 2,100 1,800 5,000 2,900 1,800 1,600

    Number of persons

    Capacity in litres

    Desludging intervals

    Dimension in mm

    W 1

    W 2 2000 x 1200 quadrup le sash

    Descr ip t ionI tem W i n d o w S c h e d u l e

    2000 x 1500 quadrup le sash

    D 1

    D 2

    D 3

    Descr ip t ionI tem Door Schedu le

    900 x 2100

    Stee l door

    1500 x 2100 Doub le Stee l door

    W 3 1200 x 1500 quadrup le sash

    W 4 800 x 900 Sing le top hung

    900 x 2100

    Flush door

    75 180 145

    40 80

    75 55

    400

    25 0220 50

    50 10

    6

    120mm x 500mm ventilation openings in soffit covered with mosquito wire. Spacing of vents at 3000mm around perimeter of roof.

    2" x 2" purlins spaced at 350mm c/c

    gypsum ceiling

    Roof trusses to S.E. details

    Metal lath soffit profile nailed to top of purlins and bracing elements

    Smooth finish stucco painted brilliant white water proof color

    2" x 2" bracing fixed to truss along entire roof

    2" x 2" bracing fixed to truss along entire roof

    Timber bracing nailed to truss at 1500mm c/c

    Gypsum cornice to match ceiling finish

    AS SHOWN

    CONSULTANT: DATE: MICHAEL MOYO INTERNATIONAL, P. O. Box 25416-00100, LAVINGTON - NAIROBI. Tel. +254726764699,

    CLIENT:

    WORKING DRAWINGS (Plan, Elevations, Sections, Septic)

    DRAWING SCALE(S):

    PROJECT NAME:

    FLOOR PLAN 1:60

    East Elevation 1:100

    North Elevation 1:100

    South Elevation 1:100

    West Elevation 1:100

    S-01 Building Section & Septic Plan

    ROOF PLAN 1:100

    Decorative doric columns, 350mm dia.

    Decorative wall cladding Plastered walling

    Suspended flower pot Steel casement window

    NOTES: All dimensions are in linear millimeters.

    Provide permanent vents atop all doors and windows except in WC.

    All windows and exterior doors to be steel casement with decorative burglar- proofing.

    Provide damp proof course membrane under all walls.

    Depth of foundation to be determined on site.

    Provide hoop irons at alternate wall courses.

    Drainage and sanitation to comply with MOH and L/A- by-laws.

    PROPOSED RESIDENTIAL DEVELOPMENT

    TITLE:

    Sep c tank schedule

    Isometric Perspec ve

    Eaves detail

    Paved walkway

    Roof ventilation window, 2600mm x 750mm

  • GSPublisherVersion 0.0.100.100

    AS SHOWN

    CLIENT:

    WORKING DRAWINGS (Plan, Elevations, Sections, Septic)

    DRAWING SCALE(S):

    PROJECT NAME:

    CONSULTANT: DATE: MICHAEL MOYO INTERNATIONAL, P. O. Box 25416-00100, LAVINGTON - NAIROBI. Tel. +254726764699,

    NOTES: All dimensions are in linear millimeters.

    Provide permanent vents atop all doors and windows except in WC.

    All windows and exterior doors to be steel casement with decorative burglar- proofing.

    Provide damp proof course membrane under all walls.

    Depth of foundation to be determined on site.

    Provide hoop irons at alternate wall courses.

    Drainage and sanitation to comply with MOH and L/A- by-laws.

    PROPOSED RESIDENTIAL DEVELOPMENT

    TITLE: