ARCHITECTURAL DRAWINGS

Transcription

1 PROJECT DETAILS Implementation Partner: Project title: Grant No.: KIS062 Content : ARCHITECTURAL DRAWINGS

2 SHEET NO. REHABILITATION OF GRANT NO.: - KIS062 COVER SHEET INDEX SHEET CONTENTS D-01 to 3D-05 GPS COORDINATES SITE PLAN SET OUT PLAN OFFICE BLOCK PLANS OFFICE BLOCK ELEVATIONS OFFICE BLOCK ELECTRICALS OFFICE BLOCK MECHANICAL OFFICE BLOCK ANALYSIS SHEETS HALL FLOOR PLAN, ROOF PLAN & SECTION HALL ELEVATIONS HALL ELECTRICALS SEPTIC TANK BOUNDARY WALL DETAILS 3 DIMENSIONAL PROJECTIONS PROJECT DETAILS Implementation Partner: Project title: Grant No.: KIS062 Content : ARCHITECTURAL DRAWINGS

3 N, E INDEX SHEET

4 OFFICES & TOILETS Compacted walkways & Parking MAIN ENTRY HALL Proposed Septic Tank Location SITE PLAN 01 1:125

5 29,000 4,000 4,000 4,000 4,800 4,000 4,000 4,000 37,000 4,000 4,000 4,000 4, , 900 4,000 4,000 1,680 16,000 3,120 4,000 4,000 4,000 37,000 15,020 1,940 OFFICES & TOILETS 21,000 4,000 4,000 4,000 1,300 3,506 4,000 4,000 4,000 12,250 1, , 12,250 29,000 7,650 5,580 12,600 Compacted walkways & Parking MAIN ENTRY HALL Proposed Septic Tank Location SET OUT PLAN 02 1:125

6 3,775 3,500 3, E-02 22,000 4,900 2,700 2,250 3,601 1,299 2,850 3,950 2, , , ,220 2,850 2, , , , ,000 4,850 2,700 2,300 3,601 1,299 2,850 22,000 E-04 A B C D E 21,150 4,900 6,400 4,900 4,500 2, ,226 E ,000 1, , 1,000 2, ,780 4, Room 3 Room 2 Room 2 3 3,000 Toilet 250 1, 1,450 Store 250 2,750 Toilet 4 5 open arch on top 6 Room 1 Room 2 7 Porch 8 2, , , , 345 1, , ,220 4,500 4,900 6,400 4,900 4,500 21,150 E-01 OFFICE BLOCK FLOOR PLAN 03 1:120

7 450 3, , , ,600 A B C D E New 1600mm (W) X 2300mm (H) steel casement windows to fabricators details New 1600mm (W) X 2400mm (H) steel double door to fabricators details mm thick R.C. Slab roof New 900mm (W) X 2300mm (H) steel casement windows to fabricators details Roof Level +4, Floor Level +450 G.L 450mm thick masonry walls, plastered and painted to approval mm thick R.C. Slab roof New 900mm (W) X 2300mm (H) steel casement windows to fabricators details ELEVATION E-01 4,899 6,400 4,900 4,500 Roof Level +4,050 E D C B A Floor Level +450 G.L mm thick R.C. Slab roof New 900mm (W) X 2400mm (H) steel swing door to fabricators details New 900mm (W) X 2300mm (H) steel casement windows to fabricators details ELEVATION E-02 Roof Level +4, Floor Level +450 G.L ELEVATION E-03 4,500 4,900 6,400 4,899 Roof Level +4,050 Floor Level +450 G.L 450 4,850 2,700 2,300 3,601 1,299 2,850 ELEVATION E-04 OFFICE BLOCK ELEVATIONS 04 1:120

8 Room 2 Room 2 Room 3 Room 2 Room 3 Room 2 3, , Store 3, , Store Toilet 250 2,750 Toilet Toilet 250 2,750 Toilet open arch on top open arch on top Room 1 Room 2 Room 1 Room 2 OFFICE BLOCK LIGHTING LAYOUT Porch LEGEND 1 gang 1 way switch 4 gang 1 way switch Twin Socket with switch 4 way conumer unit Lighting mains Lighting circuits Power circuits Porch OFFICE BLOCK POWER LAYOUT OFFICE BLOCK ELECTRICALS 06 1:120

9 750mm x 650mm MANHOLE 750mm x 650mm MANHOLE Room 2 Room 2 Room 3 Room 2 Room 3 Room 2 Gate Valve Toilet Ball Valve open arch on top Store Toilet 32mm Ø pvc piping Gate Valve Ball Valve INSPECTION CHAMBER Toilet open arch on top Store Toilet INSPECTION CHAMBER 750mm x 650mm MANHOLE Room 1 Room 2 Room 1 Room 2 Porch Porch OFFICE BLOCK PLUMBING LAYOUT OFFICE BLOCK DRAINAGE LAYOUT OFFICE BLOCK MECHANICALS 07 1:120

10 R.C. SLAB ROOF Cut off the tree branches extending onto the R.C. slab roof of the building. Clear all accumulated leafs and other material from the roof, scrub all loose material until clean. Fill chipped off areas with approved Concrete mix to structural engineers approval. Hack and remove all eroded plaster, Providing 25mm thick protective cement and sand screed, laid to fall towards drains. OFFICE BLOCK ANALYSIS SHEET 01 08

11 R.C. SLAB ROOF Cut off the tree branches extending onto the R.C. slab roof of the building. Clear all accumulated leafs and other material from the roof, scrub all loose material until clean. Fill chipped off areas with approved Concrete mix to structural engineers approval. Hack and remove all eroded plaster, provide 15mm thick cement plaster and approved waterprofing to minimize deteroriation. OFFICE BLOCK ANALYSIS SHEET 02 09

12 INTERNAL WALLS The following is the scope of works to be carried out on walls: Hacking and removing all eroded plaster, provide 15mm thick cement plaster for external and 12mm thick cement plaster for internal, after that painting to approval. The plinth at the base of the building to be cleaned, filled with approved cement, plastered and painted to approval OFFICE BLOCK ANALYSIS SHEET 03 10

13 TOILETS Hack and remove all eroded plaster, clean and scrub off debri and fix 150mm x 150mm wall tile up to 1800mm height from floor finish. Install m ceramic tiles on the floor. Provide and fix all sanitary wares as indicated on drawings OFFICE BLOCK ANALYSIS SHEET 04 11

14 FLOORING Hack existing floor finish off. Clean and clear debri on the floor ready for floor tiles installation Fix ceramic floor tiles on the floor. OFFICE BLOCK ANALYSIS SHEET 05 12

15 DOORS & WINDOWS Demolish and remove all existing doors and windows while maintaining the size of the opening. Where the opening edges have chipped off or are eroded, fix with approoved material as per Structural Engineer's advice. Provide and fit Steel casement windows as per schedule. Provide and fit all external and internal doors as per the schedule provided OFFICE BLOCK ANALYSIS SHEET 06 13

16 E-02 16,000 1,450 1, 1,600 1,600 1,150 1,600 1,150 1,600 1,600 1, 1,450 4,000 3,900 3,900 4,000 16,000 E mm x 150mm G.I. Sheet Gutter FALL 16,000 A E-03 B A B 800 7,800 6, ,800 1 mm thick Hollow blocks wall HALL 28 gauge Box profile G.I. Sheet Roof ,600 7, E-01 HALL FLOOR & ROOF PLAN 14 1:100

17 450 3,700 2,360 1,000 2,300 2,400 2,300 2, B A 1 New 1600mm (W) X New 1600mm (W) X 2300mm 2 28 gauge box profile G.I. 2400mm (H) steel double (H) steel casement windows to sheet roof on sawn timber door to fabricators details fabricators details truss at 15 degrees roof pitch Roof Level +4,150 1, 1,600 1,600 1,600 1, Roof Level +4,150 6,800 ELEVATION E-01 Floor Level G.L +450 ELEVATION E-02 15,800 Floor Level G.L +450 A B 2 1 mm thick hollow block masonry mm thick hollow wall, plastered and painted to block masonry wall, architect's approval plastered and painted to architect's approval Roof Level +4,150 Floor Level G.L ,800 15,800 ELEVATION E-03 ELEVATION E-04 HALL ELEVATIONS 15 1:100

18 16,000 1,450 1, 1,600 1,600 1,150 1,600 1,150 1,600 1,600 1, 1,450 4,000 3,900 3,900 4,000 16,000 16,000 1,450 1, 1,600 1,600 1,150 1,600 1,150 1,600 1,600 1, 1,450 4,000 3,900 3,900 4,000 16,000 A B A B 800 7,800 6, ,800 6, ,600 7, ,600 7,800 2 HALL LIGHTING HALL POWER HALL ELECTRICALS 16 1:100

19 'H' Varries E 150 1, F mm DISTR. BARS AT mm CENTRES 12mm MAIN BARS AT 300mm CENTRES GL 450X600mm MANHOLE COVER AND FRAME 8mm MAIN BAR AT 300mm C/C GL GL 450X600mm MANHOLE COVER AND FRAME GL GL LIGHTLY COMPACTED SUITABLE SPORT FILLINGS GL INLET MANHOLE C1 4 INLET PIPE 10mm MAIN BAR C1 4 OUTLET PIPE OUTLET MANHOLE 150mm THK BLOCK WORK E 1,000 COMPACTED MURRAM IL TWL TO SOAK PIT WATER LEVEL POLYTHENE SHEET OR ANY OTHER APPROVED MATERIAL CRUSHED STONES mm th BLOCK WORK A 100 B C 100mm th. CONCRETE FOUNDATION MIX 1:3:6 mm th. BLOCK WORK 12mm WATER PROOF CEMENT -SAND RENDERING mm THK BLOCK WORK FRENCH DRAIN DETAIL 6" PERFORATED CLAY OR PITCH FIBRE PIPES 600mm LONG WITH 50mm OPEN JOINTS 12mm WATER PROOF CEMENT- SAND PLASTER 12mm WATER PROOF CEMENT-SAND PLASTER mm CONCRETE 1:2:4-3/4 GRADED 400 SECTION X-X SECTION Y-Y Y-Y 3, 12mm MAIN BARS AT 300mm CENTRES GL GL 8mm MAIN BAR AT mm C/C 450X600mm MANHOLE COVER 12mm BARS AT 150mm CENTRES BOTH WAYS 150mm THK CONC. BLOCKS X-X X-X A B C TO FRENCH DRAIN OR SOAK PIT AS SPECIFIED 1000 C/C 12mm MAIN BARS AT mm CENTRES 150mm THK STONE BLOCKS TO DRAIN INVERT 'H' DEPTH OF SOAK PIT AS SPECIFIED OR DIRECTED BY DRAWING Y-Y D SOAK PIT DETAIL PLAN WITH COVER SLAB REINFORCEMENT CAPACITY GALLONS LITRES NUMBER OF PERSONS UPTO TO A DIMENSIONS IN MILLIMETRES B C D E F F NOTES 1. CONCRETE TO BE 1:2;3 3/4" GRADED AND TO BE ACCORDING TO GENERAL SPECIFICATION. 2. REINFORCEMENT TO BE MILD STEEL TO BS MINIMUM COVER TO BARS SHALL BE 25mm. 4. 1:2 CEMENT SAND RENDERING ON WALLS AND SCUM BAFFLES. SEPTIC TANK 17 1:100

20 mm thick concrete hollow blocks walling A 4,000 4,000 B 300X300x2800mm R.C columns A B BOUNDARY WALL - FOOTING LAYOUT 2,500 D.O.S 2,700 G.L SECTION A-A mm thick concrete hollow block walling with 50mm thick coping Rubble stone G.L 600xmm deep R.C strip foundation to S.E details ` D.O.S 2,800 2, x2700mm high steel gate 3600x2700 mm high steel gate ACCESS GATE 300x300x2800mm High R.C Boundary wall with 50mm thick coping 2,700mm high masonry block wall with 50mm thick coping plastered and painted to approval 4,000 4,000 4,000 4,000 BOUNDARY WALL - ELEVATION G.L SECTION B-B mm thick concrete hollow block walling with 50mm thick coping Rubble stone G.L 600xmm deep R.C strip foundation to S.E details ` BOUNDARY WALL DETAILS 18 1:100

21 3 DIMENSIONAL PROJECTION 3D-01 N/A

22 3 DIMENSIONAL PROJECTION 3D-02 N/A

23 3 DIMENSIONAL PROJECTION 3D-03 N/A

24 3 DIMENSIONAL PROJECTION 3D-04 N/A

25 3 DIMENSIONAL PROJECTION 3D-05 N/A