PROJECT: PROPOSED MIGRANTS RESOURCE CENTER - MOGADISHU - IMPLEMENTED BY: CLIENT.

Transcription

1 PROJECT: PROPOSED MIGRANTS RESOURCE CENTER IMPLEMENTED BY: CLIENT. MIGRANTS RESOURCE CENTER

2 RESOURCE CENTER IOM : FEBRUARY 2018 DRAWING INDEX SHEET N O / / / / / / / / / / / / / / / / / / / / / / / /24 DRAWING N O OFFICES GUARD HOUSE BOUNDARY WALL Cover Page Drawing Index Location Site photos_1 Site photos_2 Site photos_3 Existing site plan Proposed Master Plan 3D Renders_1 3D Renders_2 3D Renders_3 Floor layout Elevations Sectional elevations Structural details Floor layout Elevations Details Floor layout Elevations Elevations_2 Structural details Septic tank and soak pit Area Schedule DRAWING CONTENT SIGNED & STAMPED:

3 Proposed site Latitude Longitude COORDINATES ' 10.61" N ' 28.51" E LOCATION 03/24

4 SITE PHOTOS SITE PHOTOS 04/24

5 SITE PHOTOS SITE PHOTOS 05/24

6 Corridor ic ic M.S GATE (To detail) wc wc Office 1 Office 2 Office 3 Office 4 Meeting room Stairwell wc wc Corridor Corridor Flower bed (to detail) Main Entry Flower bed (to detail) drainage channel Septic tank ic ic ic ic Proposed guard tower (New) Soak pit Existing boundary wall (to be rehabilitated) Open yard and parking area (to be paved) Soak pit Proposed gate house (New) Flower bed (to detail) ic ic ic Septic tank ic drainage channel wc wc Verandah/ waiting Security office PROPOSED MASTER PLAN MASTER PLAN 08/24

7 3D PRESENTATION 3D RENDERS DRAWING NO: SHEET NO: PROJECT NO: 09/24

8 3D PRESENTATION 3D RENDERS DRAWING NO: SHEET NO: PROJECT NO: 10/24

9 3D PRESENTATION 3D RENDERS DRAWING NO: SHEET NO: PROJECT NO: 11/24

10 40,000 2,000 1,800 5,000 5,000 5,000 5,000 10,000 4,000 3, ,321 1,800 3, 1,800 3, 1,800 3, 1,800 3, 1,800 3, 1,800 6, 800 1,500 1, 1, 1, 1, ic D1 D1 D1 D1 w2 Office 1 (cer. tiles) Office 2 (cer. tiles) Office 3 (cer. tiles) Office 4 (cer. tiles) Meeting hall (cer. tiles) D1 w1 w1 w1 w1 w1 w1 w1 D1 D1 w1 w1 D1 D1 w1 D2 w1 w1 dwarf wall with pcc vent blocks Verandah (cer. tiles) Verandah (cer. tiles) dwarf wall with pcc vent blocks Stair well (cer. tiles) 7,900 8,500 1, ,980 4, ,900 1,385 1,800 1, ,123 1,800 1,185 4,900 4, ,302 1, ,000 4, ,900 5,000 5, ,900 4, ,902 FLOOR LAYOUT OFFICES 12/24

11 3,900 4,800 4,800 4,800 4,800 4,700 4,698 1, ,050 1,020 1,111 1,980 1, , ,085 1, ,086 1, , , ,314 1,800 1,584 3,902 2,383 3,142 4,000 1, 1,800 1,500 1,500 1,800 1, 1, 1,800 1, 1, 1,800 1, 1, 1,800 3, 1,800 1, ,900 ELEVATIONS OFFICES 13/24

12 7, 1, , ,621 2,881 2,300 5, , ,050 2,760 2,760 2,760 2,760 2,760 2,760

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14 mm VRC roof slab canopy mm masonry parapet wall mm VRC roof slab 1, 50 8, mm deep VRC beam all round 900x2 solid core flush door with ventilight Purpose built aluminium casement window PC vent blocks on dwarf wall mm masonry dwarf wall , ,502 Verandah ,500 5, Office 450 3, , ,050 7,700 Floor finish Approved floor finish (Cer tiles) on, 50mm CS Screed mm VRC screed on, 50mm well watered compacted handpacked hardcore fill on, Levelled formation ground. SECTIONAL ELEVATION OFFICES 14/24

15 3Y Y12-02 R8-03- LINKS 450 2Y Y12-01 R8-02- LINKS B.R.C. MESH GAUGE POLYTHENE D.P.M. 25mm MURRAM BLINDING 250mmTHK. MIN. WELL COMPACTED HARDCORE ,500 3,000 PCC coping all round VRC Columns PCC coping all round PCC vents Hollow block walling with plaster and paint SECTION E-E (Column) 1:25 BEAM RB1 1:25 VRC ground beam Rubble stone foundation walling SECTION C-C 1:25 B.R.C. MESH GAUGE POLYTHENE D.P.M. D.P.C. 25mm MURRAM BLINDING 250mmTHK. MIN. WELL COMPACTED HARDCORE +450 D.P.C GRD. LEVEL E E GRD. LEVEL Y B2 DETERMINED ON SITE MIN.1 3Y B2 DETERMINED ON SITE MIN.1 DETERMINED ON SITE MIN.1 R Y12-02 Y B2 Y B1 Y B mm CONCRETE BLINDING Y B FOOTING DETAILS SECTION A-A 1:25 SECTION B-B 1:25 1:25 STRUCTURAL DETAILS OFFICES 15/24

16 To septic tank and soak away pit 7, 1,950 1,850 3,000 7,800 1,500 1,500 4,000 opening (arched above) opening (arched above) opening (arched above) Verandah (cer tiles) D2 GENTS LADIES W1 whb whb D2 D2 security wc (cer. tiles) (cer tiles) wc (cer. tiles) W2 W2 W1 1,500 1,500 4,000 3,000 4,000 7, FLOOR LAYOUT GUARD HOUSE 16/24

17 ,757 7, 2, 300 1, , , 462 1, 363 2, , , ,100 ELEVATIONS GUARD HOUSE 17/24

18 25mm soft board cieling , 3, Roof details Gauge 28 prepainted blue colour iron resincot roofing sheets: IT4 box profile. nailed on sawn hardwood structure; see S.E. details. Roof pitch = 23 degrees Purpose built aluminuim casement windows 4, , ,259 3,000 Security 4,000 verandah 3, mm deep VRC beam mm thick blocks walls with plaster and paint finish to approval R.C. stricp footing with mm thick block foundation walling; see S.E. details. Floor details mm thick R.C. slab with B.R.C. and D.P.M. cast on well compacted 300mm hardcore with anti-termite treatment and blinding layer; see S.E. details. D.P.C. B.R.C. MESH GAUGE POLYTHENE D.P.M. 25mm MURRAM BLINDING 250mmTHK. MIN. WELL COMPACTED HARDCORE +450 D.P.C Y Y12-01 BEAM RB1 1:25 R8-02- LINKS GRD. LEVEL Y B2 Y B1 DETERMINED ON SITE MIN.1 3Y B2 Y B1 DETERMINED ON SITE MIN mm CONCRETE BLINDING 50 SECTION A-A 1:25 SECTION B-B 1:25 STRUCTURAL DETAILS GUARD HOUSE 18/24

19 S S S S S S 3,160 3,160 3,160 3,160 3,160 3,160 S 3,260 3,160 3,160 3,160 3,160 3,160 3,160 3,160 3,160 3,160 7,905 R R R R R R R R R R R R FLOOR LAYOUT BOUNDARY WALL 19/24

20 , ,408 1,500 1,995 1,500 4,148 1,500 3, 165 2,621 2,621 7, 1, , ,621 2,881 4,800 ELEVATIONS BOUNDARY WALL 20/24

21 3,384 2,621 2,621 2,621 1, ,757 2,145 1,500 4,005 1,500 3,500 1,500 7,050 1,000 ELEVATIONS_2 BOUNDARY WALL 21/24

22 3Y12-02 R8-03- LINKS 3Y12-02 SECTION E-E (Column) 1: Y Y12-01 BEAM RB1 1:25 R8-02- LINKS B.R.C. MESH GAUGE POLYTHENE D.P.M. 25mm MURRAM BLINDING 250mmTHK. MIN. WELL COMPACTED HARDCORE ,500 3,000 PCC coping all round VRC Columns PCC coping all round PCC vents Hollow block walling with plaster and paint VRC ground beam Rubble stone foundation walling SECTION C-C 1:25 B.R.C. MESH GAUGE POLYTHENE D.P.M. D.P.C. 25mm MURRAM BLINDING 250mmTHK. MIN. WELL COMPACTED HARDCORE +450 D.P.C GRD. LEVEL E E GRD. LEVEL Y B2 DETERMINED ON SITE MIN.1 3Y B2 DETERMINED ON SITE MIN.1 DETERMINED ON SITE MIN.1 R Y12-02 Y B2 Y B1 Y B mm CONCRETE BLINDING Y B FOOTING DETAILS SECTION A-A 1:25 SECTION B-B 1:25 1:25 STRUCTURAL DETAILS BOUNDARY WALL 22/24

23 2,850 1,100 1, 1,850 4,100 1, A ,942 SIDE ELEVATION 2,250 2,350 1,850 2,676 1,750 B 2, ,750 2,550 FRONT ELEVATION 1 2

24 1 2 mm VRC suspended slab 5, 950 1, 2, mm VRC roof slab Heavy guage mesh wire 1000mm VRC wall xmm V.R.C support columns 2,850 1,850 Purpose built GI straight flight staircase T = 160 R = 250 G.L 0 + 1,000 1,250 1,000 2,250 FLOOR DETAILS 30mm approved floor finish on, mm VRC floor slab on, 1000G Damp proof membrane on, 100mm approved compacted harcore fill on, 450mm approved compacted hardcore fill on Levelled compacted formation level mm quarry stone foundation walling mm x mm dp VRC strip foundation footing 50mm mass concrete blinding Approved compacted earth and gravel fill to evcavated surfaces 1 2

25 800x MEDIUM DUTY AIR TIGHT IC COVER & FRAME mm Thick Slab 800x MEDIUM DUTY AIR TIGHT IC COVER & FRAME 5 8, VARIES 1, MIN. 450 VARIES 1, 5, VARIES 300 mmthk. R.C.WALL WITH WATERPROOFED RENDERING 800 E1 1,800 1, B.R.C. MESH 42 TWL mmthk. MASONRY WALL WITH WATERPROOFED RENDERING 1,800 1, 1, TWL 1,800 1, North Elevation E , 4Y B2 Y B Y8-27-(EF) 5 10Y8-28-(EF) WALL `C' = 1 : 50 21Y10-26-`U(EF) 10Y8-27-(EF) 21Y10-25-`U' BAR 1 2,500 1,000 1, ,500 5Y B2 Y B1 1, 3, 5,000 1,800 3,000 WALL `B' 3Y T Y8-08T2 2Y8-08T2 2 15Y8-14-`U'BAR 4Y B1 2Y12-05T2&B2 2Y8-08T2 2Y12-05T2&B2 4Y B1 4Y8-15- (EF) 3Y T2 10Y8-15-(EF) 2A 3Y T2 2A 1,800 (6) (6) 50mmTHK. CONC. BLINDING (1: 3 : 6 MIX.) mmthk. COVER SLAB R.C DETAILS = 1 : 50 45Y10-12-(EF) 45Y10-10-`U'BAR 15Y B2 (ABR) WALL `A' 26Y B1 (ABR) GL WALL `A' mmTHK. CONC. BLINDING (1: 3 : 6 MIX.) WALL `A' 2No. = 1 : 50 1, West Elevation TWL SECTION 1-1 = 1 : 100 3Y B2 3,000 4Y B1 2Y12-05T2&B2 2Y12-05T2&B2 10Y8-16-(EF) BAFFLE 2Y8-08T2 4Y B1 23Y10-13-(EF) 23Y10-11-`U'BAR 3Y T2 2Y8-08T2 2Y8-08T2 10Y8-14-`U'BAR mmthk. R.C SLAB 100mm DIA. 90 REINFORCED WITH BRC 42 TOP AND BOTTOMG.I BEND WALL `C' 100 OUTLET 900 MIN. 550 VARIES 800 South Elevation MOSQUITO WIRE GAUZE 3, 100mm DIA. EQUAL TEE 100mm DIA. NIPPLE 1 RADIAL ARMS TO SUBSOIL IRRIGATION 1, 1, 9,040 1,800 (VARIES) SECTION 6-6 1: EARTH BACKFILL 800 SECTION 4-4 = 1 : , 6,000 VARIES SECTION 5-5 = 1 : 25 COMPACTED MURRAM POLYTHYNE SHEETING OR TAR PAPER 60-80mm CRUSHED STONE TAR PAPER OVER 10mm GAPS 1,800 (VARIES) 4 9, 1, 9,520 East Elevation 800 SECTION 3-3 = 1 : mm CRUSHED STONE 110mm WIDE TAR PAPER TO COVER HALF OF THE OPEN JOINTS 100mmØ AGRICULTURAL PIPE 10mm WIDE OPEN JOINTS 100mm DIAMETER AGRICULTURAL PIPE OR PERFORATED PITCH FIBER PIPE LAID TO FALL OF 1: FRENCH DRAIN - LAYOUT 1: , , , mm DIA. G.I. PIPE (mm LONG) WITH PUDDLE FLANGE VENT PIPE DETAIL 1: Y8-23-(EF) 15Y8-24-(EF) 24Y10-22-`U(EF) 24Y10-21-`U' BAR 15Y8-23-(EF) SECTION 2-2 = 1 : 25 SECTION 1-1 = 1 : 25 4 WALL `B' = 1 : 50 SEPTIC TANK AND SOAK AWAY SEPTIC TANK 23/24

26 FLOOR AREA SCHEDULES SPACE USE FLOOR AREA (M 2 ) REMARKS Room 1 28M 2 REHABILITATION. Room 2 Room 3 Room 4 Room 5 Ladies Gents 28M 2 16M M 2 20M 2 5.7M 2 5.7M 2 Verandah 55.7M 2 Security room Verandah Ladies Gents 16M 2 12M M M 2 CONSTRUCTION. TOTAL FLOOR AREA: m 2 AREA SCHEDULE SCHEDULES 24/24