FLOOR LAYOUT SECTIONAL ELEVATION...Timber ledged braced and battened door 500mm eaves projection...
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SCALE DATE DRAWN BY : DRAWING TITLE : DRAWING N O : PROJECT N O : SHEET N O : REVIEWED BY: APPROVED BY: PROJECT. DEC . 2018 DESIGNED BY: W.D SHEET TITLE: PROPOSED BELETHAWA WATER SYSTEM REHAB DRAWINGS W.D 168 900 1,091 1,000 1,241 4,400 150 3,300 150 2,159 1,000 1,241 150 4,100 150 3,600 ROOM FLOOR LAYOUT smooth cement f.f 150 3,300 150 500 300 150 2,400 400 3,050 400 300 150 1,100 1,000 150 150 1,134 3,984 Roof Details Roof slope 23 o Half round G.I ridge cap on, GCI sheets on, 50x50mm purlins on, 100x50mm softwood rafters on , 100x50mm tie beam on, 100x50mm wall plate 100x50mm collar 80x80mm king post ROOM 100mm concrete slab 1000x1200 aluminium sliding window 900x2100 timber door Mud blocks walling Timber ledged braced and battened door 500mm eaves projection SECTIONAL ELEVATION Floor details 150 mm thick compacted hardcore fill on, Levelled compacted formation level with anti-termite treatment Rubble stone foundation walling; see S.E. details. VRC Lintol VRC Ground Beam Foundation depth to be determined on site CARTAKERS ROOM
Transcript of FLOOR LAYOUT SECTIONAL ELEVATION...Timber ledged braced and battened door 500mm eaves projection...
SCALE
DATE
DRAWN BY :
DRAWING TITLE :
DRAWING N O:
PROJECT NO:
SHEET NO:
REVIEWED BY:
APPROVED BY:
PROJECT.DEC . 2018
DESIGNED BY: W.D
SHEET TITLE:
PROPOSED BELETHAWA WATERSYSTEM REHAB DRAWINGS
W.D
168900 1,091 1,000 1,241
4,400
150
3,30
015
0
2,159 1,000 1,241
1504,100
150
3,60
0
ROOM
FLOOR LAYOUT
smooth cement f.f
150 3,300 150
500
300
150
2,40
0
400 3,050 400
300
150
1,10
01,
000
150
150
1,13
4
3,98
4
Roof DetailsRoof slope 23o
Half round G.I ridge cap on,GCI sheets on,50x50mm purlins on,100x50mm softwood rafters on,100x50mm tie beam on,100x50mm wall plate100x50mm collar80x80mm king post
ROOM
100mm concrete slab
1000x1200 aluminiumsliding window
900x2100 timber door
Mud blocks walling
Timber ledged bracedand battened door
500mm eavesprojection
SECTIONAL ELEVATION
Floor details150 mm thick compacted hardcore fill on,Levelled compacted formation levelwith anti-termite treatment
Rubble stone foundationwalling; see S.E. details.
VRC Lintol
VRC Ground Beam
Foundation depthto be determinedon site
CARTAKERS ROOM
SCALE
DATE
DRAWN BY :
DRAWING TITLE :
DRAWING N O:
PROJECT NO:
SHEET NO:
REVIEWED BY:
APPROVED BY:
PROJECT.DEC . 2018
DESIGNED BY: W.D
SHEET TITLE:
PROPOSED BELETHAWA WATERSYSTEM REHAB DRAWINGS
W.D
2,159 1,000 1,241
SOUTH ELEVATION
1,241 1,000 1,091 900 168
NORTH ELEVATION
EAST ELEVATION
WEST ELEVATION
CARTAKERS ROOM
SCALE
DATE
DRAWN BY :
DRAWING TITLE :
DRAWING N O:
PROJECT NO:
SHEET NO:
REVIEWED BY:
APPROVED BY:
PROJECT.DEC . 2018
DESIGNED BY: W.D
SHEET TITLE:
PROPOSED BELETHAWA WATERSYSTEM REHAB DRAWINGS
W.D
PROPOSED SHALLOWWELL/INFILTRATION TANK
35m
dee
p
SCALE
DATE
DRAWN BY :
DRAWING TITLE :
DRAWING N O:
PROJECT NO:
SHEET NO:
REVIEWED BY:
APPROVED BY:
PROJECT.DEC . 2018
DESIGNED BY: W.D
SHEET TITLE:
PROPOSED BELETHAWA WATERSYSTEM REHAB DRAWINGS
W.D
SITE PHOTOS
ELEVATED TANKS TO BE REHABILITATED WATER KIOSK TO BE REHABILITATED
EXSITING SOLAR POWER SYSTEMS TO BE RE-OREINTED AND RE-INSTALLED
POWER CONTROL CENTRE GENERATOR ROOM TO BE REHABILITATED
