Architectural & Structural Design
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1 B&W.dwg, 01/05/ 11:16:31 ص SMOH G.o.S. - Sudan Architectural & Structural Design Location: Tarbeba Locality: Baida - State: West Darfur Sudan
2 B&W.dwg, 01/05/ 11:16:42 ص Key : DOORS SAMPLES TO BE APPROVED STEEL Width = 1000mm ROOF SLOPE ROOF SLOPE QTY=4. Frame (4X8 Tube) Door Leaf (3X6 Tube) 2 Hinges Handle & Latch Height 2400mm Office Office Office Office WINDOWS SAMPLES TO BE APPROVED Painted Steel QTY = 8 Width900xH.1200mm Hinged Window Flyscreen Mesh 6mm Glaze Frame (4X8 Tube) Window Leaf (3X6 Tube) Grill (2X2 Tube) St. Sheet 4 Hinges Handle & 3Latch W a i t i n g V e r a n d a h S T E P S Plans Electrical Layout : A1
3 B&W.dwg, 01/05/ 11:16:47 ص Front View Rear View Elevations & Views : A2
4 B&W.dwg, 01/05/ 11:16:51 ص 1.0 cm Thick C/S Plastering (Water Cured) SSB 14 CM WALL MORTAR MIX 1:9 C/S SSB 14 CM WALL MORTAR MIX 1:9 C/S 1.0 cm Thick C/S Plastering (Water Cured) RC SLAB FERRO CEMENT CHANELS RC BEAM 29 X 14 CM VERTICAL COURSES SSB 29 CM WALL MORTAR MIX 1:9 C/S Approved hard earth back filling under floor ( 70 cm height) free from vegetation or any other foreign matter deposited in layers of 250mm to 300mm watered and well compacted Ø 10MM & LINKS 200 C/C MIX : 1:2:4 C / S / AGG. 1.0 cm Thick C/S Plastering (Water Cured) RC BEAM ABOVE WINDOW LEVEL 14 X 14 CM 4 Ø 10MM & LINKS 200 C/C MIX : 1:2:4 C / S / AGG. 1.0 cm Thick C/S Plastering (Water Cured) RC GRADE BEAM 30 X 30 CM ALL LINKS 150 C/C MIX : 1:2:4 C / S / AGG. GROUND LEVEL Fcu. = NOT LESS THAN 25 N/mm2 FOR 28 DAYS STRENGTH STEEL Fy = 410 N/mm2 - Overlaps of steel should not be less than 45 times - No Overlaps of cantilevers areas. - Concrete Cover Columns=30mm. - Concrete Cover Foundations =50mm. - Max Aggregate Size = 20mm. GRANITE HARD ROCKS MORTAR MIX 1:12 C/S DECIDE ON SITE 0.80M. Typical Sections MIN. M. Sections : A3
5 B&W.dwg, 01/05/ 11:16:54 ص QUANTITIES : (FOR SHADE) 6 m length 3 X 6 Rectangular Steel Tube 8 6 m length 4 X 8 Rectangular Steel Tube 6 6 m. length 2 inch dia. steel pipe 3 US Zinc Sheet 6 m. Length 25 Sq.M. Self Drilling Stainless Steel Screws Purling 3 X 6 Rectangular Steel Tube 7x2=14 (6m. Tubes) 5 Truss 4 X 8 Rectangular Steel Tube 7 ( 6m Tubes ) RUBBER WASHER PANEL A US ZINC SHEET SILICONE SEALANT Standard Details SELF DRILLING STAINLESS STEEL SCREW SILICONE SEALANT PANEL B US ZINC SHEET columns 2 inch dia. painted steel pipe 3m x 5 = 15m / 6m =2.5 Use Typical Sections 0.50 Sections : A4
6 B&W.dwg, 01/05/ 11:16:57 ص 30X30 CI COVER 60X60 AIR TIGHT COVER Variable hights Depends on Gradient SECTION & PLAN Gully Trap Det. Scale NTS A3 TO GELLY TRAP DRAINAGE'S SYMBOL DESCRIPTION SYMBOL DESCRIPTION Ø 1" PPR PIPE FOR FRESH WATER Ø 4" UPVC SOIL WATER PIPE Ø 2" UPVC WAIST WATER PIPE COLD WATER VALVE FLOOR TRAP Ø 4" UPVC SOIL WATER PIPE Ø 1" PPR PIPE FOR FRESH WATER 0.42 Ø 2" UPVC WAIST WATER PIPE Office Office Office Office W a i t i n g V e r a n d a h SECTION & PLAN Manhole Details Scale NTS A Drainages' Layout S T E P S Drainages : A5
7 B&W.dwg, 01/05/ 11:17:01 ص US Zinc Sheet Fixed To tubes with Self Drilling Scerws 3 X 6 Rectangular Steel Tube STRIP FOUNDATION Latrine 10 cm RC SLAB Ø12mm 125mm c/c BW Bot. ± 0.00 DOORS SAMPLES TO BE APPROVED D1 STEEL Width = 800mm Latrines - QTY=2. Frame (4X8 Tube) Door Leaf (3X6 Tube) 2 Hinges Handle & Latch Height 2200mm WINDOWS W2 Fixed Frame Flyscreen Mesh NO Glaze Frame (2X2 Tube) Grill (2X2 Tube) Painted Steel QTY=2 Width600xH.500mm DRAINAGE'S SYMBOL DESCRIPTION SYMBOL DESCRIPTION Ø 1" PPR PIPE FOR FRESH WATER Ø 4" UPVC SOIL WATER PIPE Ø 2" UPVC WAIST WATER PIPE COLD WATER VALVE FLOOR TRAP Ø 4" UPVC SOIL WATER PIPE Ø 1" PPR PIPE FOR FRESH WATER Ø 2" UPVC WAIST WATER PIPE Latrines' Layout Latrines' Section Latrines : A6
8 B&W.dwg, 01/05/ 11:17:03 ص C1 C FOUNDATIONS C1 C1 BRACING CROSS TOP PLAN ANCHOR BOLTS & NUTS STEEL SHEET 5MM. AREA = 24.4 SQ.M. IPE-A140 BRACING CROSS Excavation Depth C 0.10 IPE-A80 5Kg/m 30 RC. COLUMN : C1 SIZE : 0.20 X 0.20 M STEEL : Y 4 Ø16 MM. LINK : 1 X 200MM. Overlap: 60 cm Min. YØ16@200MM C/C BOTHWAY Links: USE T 8 QTY: 3 No. Min. Fcu. = NOT LESS THAN 25 N/mm2 FOR 28 DAYS STRENGTH STEEL Fy = 410 N/mm2 - Overlaps of steel should not be less than 45 times - No Overlaps of cantilevers areas. - Concrete Cover Columns=30mm. - Concrete Cover Foundations =50mm. - Max Aggregate Size = 20mm. ELEVATION SIDE ELEVATION QUANTITIES : (TANK HOLDER) IPE-A80 (LM) IPE-A140 STEEL EQUAL ANGLE L 50 X5MM (6M) 8M. 7 B A NATURAL SOIL 16X16X10MM. ST.FLANGE WELDED TO I-SECTION NATURAL SOIL FILLED S.MATERIAL FOOTING'S TYPE F1 YØ16@200MM C/C BOTHWAY SCHEDULE FOOTING SIZE L (A) X W (B) X DEPTH (C) STEEL (a x b) 50 X 50 X 30 CM YØ16@200MM C/C BOTHWAY FOUNDATIONS' STEEL : Y Ø 16 : QTY = 4 BAR (12M) TON. Y Ø 8 : QTY = 1 BAR (12M) Y16 MM = 1.27 TON. Y8 MM = 1 BAR (12M). QTY 4 Structural Design Elevated Water Tank : A7
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