ROOM smooth cement f.f FLOOR LAYOUT

Transcription

1 3,300 3,600 4,100 2,159 1,000 1,241 ROOM smooth cement f.f ,091 1,000 1,241 4,400 FLOOR LAYOUT FLOOR LAYOUT CARTAKERS ROOM

2 2,159 1,000 1,241 SOUTH ELEVATION EAST ELEVATION 1,241 1,000 1, NORTH ELEVATION WEST ELEVATION ELEVATIONS CARTAKERS ROOM

3 300 2, ,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 VRC Lintol 500mm eaves projection 900x2100 timber door Timber ledged braced and battened door Mud blocks walling VRC Ground Beam 500 ROOM 3,300 1,100 1,000 1, x1 aluminium sliding window 100mm concrete slab Rubble stone foundation walling; see S.E. details. Foundation depth to be determined on site 400 3, Floor details mm thick compacted hardcore fill on, Levelled compacted formation level with anti-termite treatment SECTIONAL ELEVATION SECTION CARTAKERS ROOM

4 4, , ,000 4, ,600 2,000 6,000 B CONTROL ROOM Generator Plinth 1 Fuel supply Generator Plinth 2 GENERATOR ROOM A RAMP 2,000 6,000 MAIN ENTRY FLOOR LAYOUT GENERATOR SHED

5 Gauge 28 prepainted iron resincot roofing sheets: IT4 box profile, nailed on sawn hardwood structure. Roof pitch =22 o. For structure; see S.E. details. Timber framework mm hollow block walling with plaster and paint , ,025 Heavy guage fabric mesh wire Purpose built CHS gate with heavy duty fabric mesh Ramp Slope 10 o mm thick R.C. floorslab with B.R.C. mesh and D.P.M. cast on well compacted hardcore with blinding layer; see S.E. details. RCC plinth. R.C. strip footing and foundation walling, see S.E. details. SECTION GENERATOR SHED

6 50 DETERMINED ON SITE MIN.1 D.P.C. B.R.C. MESH A GAUGE POLYTHENE D.P.M. 25mm MURRAM BLINDING 250mmTHK. MIN. WELL COMPACTED HARDCORE +450 GRD. LEVEL Y B2 ROOF PLAN 600 Y B1 50mm CONCRETE BLINDING Legend Direction of fall SECTION A-A 1:25 FOUNDATION FOOTING DETAIL B.R.C. MESH A GAUGE POLYTHENE D.P.M. 25mm MURRAM BLINDING mmTHK. MIN. WELL COMPACTED HARDCORE TRUSS LAYOUT SECTION D-D 1:25 RAMP DETAILS DETAILS GENERATOR SHED

7 300 1,400 1,000 1,178 2,000 1,222 SOUTH ELEVATION EAST ELEVATION 100 1, , ,400 NORTH ELEVATION WEST ELEVATION ELEVATION GENERATOR SHED

8 L = D.O.S (min 1) 50 6 D.O.S (min 1) 20no. Y no. Y High Level Water Tank of 30M3 Capacity (8M Height) TITLE Civil Engineer: MoMRW_UNDP, South West State Of Somalia, Location: Baidoa - Somalia 300 Y (2+2)no. -07-B Water bar 21no.-07-B2&T2 21no.-07-B1&T1 21no.-07-B2&T2-13-EF 84no. -12-EF F1 F1 Sect' no. -06-B1 21no.-07-B1&T1 Storage tank Section- RC details 3400 Twl 2390 F1 Founda on - Layout 250 L = F B B Ground level High level tank-elevation High level tanks cover slab (RC details) Slab thicnkness is mm no Manhole cover slab depth is 50mm thick 2no no. -11 Column Bracing beams (220x450) 16 no. BS mesh A142 2no. Y16-09 \\NAIDC01\Units\SOK_WatHab\WATHAB PROJECTS\ Mogadishu_Keysaney_new OT\B Designs\50-Blocs\260mm-Emblem_of_the_ICRC_svg.jpg B no. -05-B1 8no no. Y no. Y16-09 Tank Beams (600x300) 4 no B1 Column - RC details 4 no. Base F1-RC details 4 no. 50x50x3mm L mm thick cover slab. 50mm thick Man hole cover slab Column bracing all beams are (450x220) High level tanks Base slab (RC details) Slab thickness is mm Notes Detail at man hole 1.All dimensions are in millimetres 2.The reinforcement bars are square twisted high tensile steel bar s B1 - Bottom one (First bottom layer) B2 - Bottom two (Second bottom layer) T1 - Top one (First top layer) T2 - Top two (Second top layer) Y - Diameter of steel Bar

9 S S Concrate Masonry wall. 20 liter 20 liter Concrate Masonry wall. Concrate GL GL Hardcore Side Elevation Section S Soak Pit GL Front Elevation Floor Plan DETAILS WATER KIOSK