Residential Seismic Structures DWG Detail for AutoCAD

Residential Seismic Structures DWG Detail for AutoCAD

Foundation layout; first floor slab layout; structural detailing of beams

Drawing labels, details, and other text information extracted from the CAD file:

brc mesh, escala, tramo, escala, tramo, mm brick wall, section wall footing, gauge polythene paper on layer of sand on layer of hardcore, foundation notes, concrete slab, hard core, ground floor details, mesh, to be determined, notes, where it is stated site dimension the measurement is to be, all dimensions in mm unless otherwise stated, determined on site., with bs structural use of unreinforced masonry, references, dimensions, concrete., foundation depth to be determined by engineer prior to placing, foundations have been designed on bearing pressure of, level or mm below splash apron level whichever is critical, all dimensions are in millimetres unless stated otherwise, all engineers drawing shall be read in conjunction with all, maximum allowable fill below ground slab mm, all load bearing block walls to be constructed from solid block, of min., block work, both the architect and the engineer., foundations, architects drawings., cover, mortar to conform to mortar designation iii of table, concrete, blinding concrete, concrete in minor, elements e.g lintels, reinforced conc., including ground, bearing slab, containing no, embedded metal, proposed use, specification., wall ties, movement joints to be at maximum centres. joint positions, as indicated on drg. joint in salb to be carried through walls, provide masonry anchors every courses using galvanised, denotes high yield bond strength bars., denotes round mild steel bars, reinforcement to be in accordance with consulting engineer’s, reinforcement, mild steel debond ties to bs, to underside of ring beam, slab cover to main bars, columns cover to links, foundations, top and bottom, to mesh in ground slab, sides, joints, permitted type, cover, location, grade, aggregate, coarse, fine, medium, medium, workability, medium, max. size, aggregate, general notes, any discrepancies should be reported to, characteristic compression strength complying, minimum foundation depth to be below floor, site supervision by qulified engineer is very vital, email, mobile:, tel:, p. o. box kampala, plot pilkington rd., nic annex office, client:, title:, civil structual engineering consultants, project:, architect:, engineer:, drawn designed by:, checked, scale:, date, dwg.no:, skann’, consults ltd, notes, where it is stated site dimension the measurement is to be, all dimensions in mm unless otherwise stated, determined on site., with bs structural use of unreinforced masonry, references, dimensions, concrete., foundation depth to be determined by engineer prior to placing, foundations have been designed on bearing pressure of, level or mm below splash apron level whichever is critical, all dimensions are in millimetres unless stated otherwise, all engineers drawing shall be read in conjunction with all, maximum allowable fill below ground slab mm, all load bearing block walls to be constructed from solid block, of min., block work, both the architect and the engineer., foundations, architects drawings., cover, mortar to conform to mortar designation iii of table, concrete, blinding concrete, concrete in minor, elements e.g lintels, reinforced conc., including ground, bearing slab, containing no, embedded metal, proposed use, specifica

Raw text data extracted from CAD file:

J H G J H G F E D C B A A1 1 2 3 4 5 6 7 F E D C 8 9 10 11 12 13 B A 14 15 16 M L 1 2 3 K 4 5 6 7 8 9 10 11 12 13 14 15 16 M L K BRC(A142) F1 C1 1 5 5 3,000 2,900 \A1;250 \A1;250 \A1;250 \A1;250 \A1;250 \A1;250 \A1;250 \A1;250 \A1;2200 \A1;1000 \A1;200 \A1;1000 \A1;200 \A1;1000 \A1;250 \A1;1000 \A1;200 6Y10-08-200T2 6Y10-08-200B2 17Y10-07-200B2 7Y10-07-200T2 14Y10-07-200B2 3Y10-07-200T2 6Y10-08-200B2 6Y10-08-200T2 7Y12-01-150B1 7Y12-02-150B1 7Y12-03-150B1 7Y12-04-150B1 7Y12-05-150B1 7Y12-06-150B1 -496335.4770784966 -496335.4770784966 -496335.4770784966 -496335.4770784966 -496335.4770784966 -496335.4770784966 -496335.4770784966 -496335.4770784966 -496335.4770784966 -496335.4770784966 -496335.4770784966 -496335.4770784966 -496335.4770784966 -496335.4770784966 -496335.4770784966 -496335.4770784966 -496335.4770784966 G G 4Y10-07-200T2 3750 BRC(A142) BRC(A142) BRC MESH TOP(A142) W 21 20 5 5 5 19 22 23 24 25 Ø1/2''@0.17 5 5 Ø3/8''@0.25 5 26 5 5 ESP.=0.15 m. 0.25 0.25 5 5 ESCALA : 1 / 25 TRAMO 3 VIGA:V-101 5 0.9999999999999076 0.1500000000000909 5 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.175 \A1;.25 \A1;.175 \A1;.90 \A1;.30 \A1;.90 \A1;.20 \A1;1.00 \A1;.15 \A1;.30 5 Ø1/2''@0.17 13 12 5 Ø3/8''@0.25 5 5 5 5 11 14 15 16 17 5 Ø1/2''@0.17 (LOSA 5 Ø3/8''@0.25 5 18 VIGA:V-101 5 ALIG.) 5 5 ESP.=0.15 m. 0.25 0.25 5 ESCALA : 1 / 25 TRAMO 2 Y 4 \A1;.15 \A1;.15 \A1;1.00 \A1;.25 \A1;.25 \A1;.175 \A1;.175 \A1;.25 \A1;.25 \A1;.25 \A1;.30 \A1;.85 \A1;.20 \A1;.85 \A1;.30 690 230 230 690 200 150 549827.4649750972 549827.4649750972 230 mm Brick wall SECTION "A-A"THRU WALL FOOTING 549827.4649750972 549827.4649750972 1000mm Gauge polythene paper on 50mm Layer of sand on 200mm Layer of hardcore FOUNDATION NOTES CONCRETE SLAB HARD CORE GROUND FLOOR DETAILS "B-B" A142 MESH P To be Determined 549827.4649750972 549827.4649750972 NOTES 2. Where it is stated " Site Dimension " the measurement is to be 1. All dimensions in mm unless otherwise stated determined on site. WITH BS 5628 PART1 1978 STRUCTURAL USE OF UNREINFORCED MASONRY 1- REFERENCES 2 - DIMENSIONS CONCRETE. FOUNDATION DEPTH TO BE DETERMINED BY ENGINEER PRIOR TO PLACING FOUNDATIONS HAVE BEEN DESIGNED ON BEARING PRESSURE OF 200 KN/m LEVEL OR 600 mm BELOW SPLASH APRON LEVEL WHICHEVER IS CRITICAL ALL DIMENSIONS ARE IN MILLIMETRES ( UNLESS STATED OTHERWISE ) ALL ENGINEERS DRAWING SHALL BE READ IN CONJUNCTION WITH ALL MAXIMUM ALLOWABLE FILL BELOW GROUND SLAB = 500 mm ALL LOAD BEARING BLOCK WALLS TO BE CONSTRUCTED FROM SOLID BLOCK OF 5.0 N/mm MIN. 4 - BLOCK WORK BOTH THE ARCHITECT AND THE ENGINEER. 3 - FOUNDATIONS ARCHITECTS DRAWINGS. COVER BS 5628 PART1 MORTAR TO CONFORM TO MORTAR DESIGNATION ( III ) OF TABLE 1 5 - CONCRETE CONCRETE BLINDING CONCRETE CONCRETE IN MINOR ELEMENTS e.g LINTELS REINFORCED CONC. ( INCLUDING GROUND BEARING SLAB ) CONTAINING NO EMBEDDED METAL PROPOSED USE SPECIFICATION. 6 - WALL TIES MOVEMENT JOINTS TO BE AT A MAXIMUM 9.0M CENTRES. JOINT POSITIONS AS INDICATED ON DRG. JOINT IN SALB TO BE CARRIED THROUGH WALLS PROVIDE MASONRY ANCHORS EVERY 2 COURSES USING GALVANISED . Y - - - - - - - DENOTES HIGH YIELD BOND STRENGTH BARS. R - - - - - - - DENOTES ROUND MILD STEEL BARS REINFORCEMENT TO BE IN ACCORDANCE WITH CONSULTING ENGINEER'S 7 - REINFORCEMENT MILD STEEL DEBOND TIES TO BS 1243 . 1978 TO UNDERSIDE OF RING BEAM SLAB ( COVER TO MAIN BARS ) COLUMNS ( COVER TO LINKS ) FOUNDATIONS TOP AND BOTTOM TO MESH IN GROUND SLAB SIDES 5 - JOINTS 75 mm 25 mm 30 mm 40 mm 25 mm PERMITTED TYPE COVER C 7.5 C 25 LOCATION BS 882 BS 882 BS 882 BS 882 GRADE C 25 C 15 BS 882 BS 882 BS 882 BS 882 AGGREGATE COARSE FINE ( 75 ) MEDIUM ( 75 ) MEDIUM 20mm 10mm ( 75 ) WORKABILITY ( 75 ) MEDIUM MEDIUM 20mm 40mm MAX. SIZE AGGREGATE GENERAL NOTES ANY DISCREPANCIES SHOULD BE REPORTED TO CHARACTERISTIC COMPRESSION STRENGTH COMPLYING MINIMUM FOUNDATION DEPTH TO BE 1000mm BELOW FLOOR 2 3. SITE SUPERVISION BY A QULIFIED ENGINEER IS VERY VITAL Email natynet@yahoo.com Mobile: 077-872515 Tel: 041-574928 P. O. BOX 23632, Kampala Plot 3, Pilkington Rd. NIC Building, Annex A06 Office 2 Client: Title: Civil / Structual Engineering Consultants Project: Architect: Engineer: Drawn & Designed by: CHECKED Scale: DATE Dwg.No: Skann' Consults LTD NOTES 2. Where it is stated " Site Dimension " the measurement is to be 1. All dimensions in mm unless otherwise stated determined on site. WITH BS 5628 PART1 1978 STRUCTURAL USE OF UNREINFORCED MASONRY 1- REFERENCES 2 - DIMENSIONS CONCRETE. FOUNDATION DEPTH TO BE DETERMINED BY ENGINEER PRIOR TO PLACING FOUNDATIONS HAVE BEEN DESIGNED ON BEARING PRESSURE OF 200 KN/m LEVEL OR 600 mm BELOW SPLASH APRON LEVEL WHICHEVER IS CRITICAL ALL DIMENSIONS ARE IN MILLIMETRES ( UNLESS STATED OTHERWISE ) ALL ENGINEERS DRAWING SHALL BE READ IN CONJUNCTION WITH ALL MAXIMUM ALLOWABLE FILL BELOW GROUND SLAB = 500 mm ALL LOAD BEARING BLOCK WALLS TO BE CONSTRUCTED FROM SOLID BLOCK OF 5.0 N/mm MIN. 4 - BLOCK WORK BOTH THE ARCHITECT AND THE ENGINEER. 3 - FOUNDATIONS ARCHITECTS DRAWINGS. COVER BS 5628 PART1 MORTAR TO CONFORM TO MORTAR DESIGNATION ( III ) OF TABLE 1 5 - CONCRETE CONCRETE BLINDING CONCRETE CONCRETE IN MINOR ELEMENTS e.g LINTELS REINFORCED CONC. ( INCLUDING GROUND BEARING SLAB ) CONTAINING NO EMBEDDED METAL PROPOSED USE SPECIFICATION. 6 - WALL TIES MOVEMENT JOINTS TO BE AT A MAXIMUM 9.0M CENTRES. JOINT POSITIONS AS INDICATED ON DRG. JOINT IN SALB TO BE CARRIED THROUGH WALLS PROVIDE MASONRY ANCHORS EVERY 2 COURSES USING GALVANISED . Y - - - - - - - DENOTES HIGH YIELD BOND STRENGTH BARS. R - - - - - - - DENOTES ROUND MILD STEEL BARS REINFORCEMENT TO BE IN ACCORDANCE WITH CONSULTING ENGINEER'S 7 - REINFORCEMENT MILD STEEL DEBOND TIES TO BS 1243 . 1978 TO UNDERSIDE OF RING BEAM SLAB ( COVER TO MAIN BARS ) COLUMNS ( COVER TO LINKS ) FOUNDATIONS TOP AND BOTTOM TO MESH IN GROUND SLAB SIDES 5 - JOINTS 75 mm 25 mm 30 mm 40 mm 25 mm PERMITTED TYPE COVER C 7.5 C 25 LOCATION BS 882 BS 882 BS 882 BS 882 GRADE C 25 C 15 BS 882 BS 882 BS 882 BS 882 AGGREGATE COARSE FINE ( 75 ) MEDIUM ( 75 ) MEDIUM 20mm 10mm ( 75 ) WORKABILITY ( 75 ) MEDIUM MEDIUM 20mm 40mm MAX. SIZE AGGREGATE GENERAL NOTES ANY DISCREPANCIES SHOULD BE REPORTED TO CHARACTERISTIC COMPRESSION STRENGTH COMPLYING MINIMUM FOUNDATION DEPTH TO BE 1000mm BELOW FLOOR 2 3. SITE SUPERVISION BY A QULIFIED ENGINEER IS VERY VITAL Client: Title: Project: Architect: Engineer: Drawn & Designed by: CHECKED Scale: DATE Dwg.No: GROUND FLOOR DETAILS "A-A" ±0.000 \A1;4250 \A1;2783 \A1;2591 \A1;230 \A1;1200 \A1;191 \A1;1200 \A1;230 \A1;1200 \A1;153 \A1;1200 \A1;1200 up 16 15 17 18 19 20 21 22 1 STAIR CASE 2 3 4 5 6 8 9 10 11 7 12 13 14 16 15 17 18 19 20 21 22 #2 vent vent ramp up stair case #1 2 3 4 5 6 7 8 9 10 1 19 18 17 16 15 14 13 12 11 20 264309.8803076724 264309.8803076724 264309.8803076724 264309.8803076724 264309.8803076724 264309.8803076724 264309.8803076724 264309.8803076724 264309.8803076724 264309.8803076724 264309.8803076724 264309.8803076724 300mm treads 165mm risers \A1;6000 \A1;1200 \A1;4000 \A1;4000 \A1;1200 \A1;6000 \A1;22400 \A1;2000 \A1;4250 \A1;4250 \A1;4250 \A1;4250 \A1;242 \A1;1200 \A1;4250 \A1;4250 \A1;4250 \A1;4250 \A1;4250 \A1;3050 \A1;4250 \A1;53242 \A1;5600 \A1;5600 \A1;5600 \A1;22400 \A1;2000 \A1;4250 \A1;4250 \A1;4250 \A1;4250 \A1;242 \A1;1200 \A1;4250 \A1;4250 \A1;4250 \A1;4250 \A1;4250 \A1;3050 \A1;4250 \A1;53242 \A1;TO BE DETERMINED ON SITE \A1;150 \A1;200 \A1;690 \A1;50 \A1;50 \A1;300 \A1;50 \A1;150 \A1;200 \A1;350 \A1;230 \A1;230 \A1;230 \A1;230 \A1;1200 \A1;800 \A1;1200 \A1;3050 \A1;1200 \A1;3050 \A1;1200 \A1;3050 \A1;1200 \A1;3035 \A1;1472 \A1;3035 \A1;1200 \A1;3050 \A1;1200 \A1;3050 \A1;1200 \A1;3050 \A1;1200 \A1;3050 \A1;1200 \A1;3050 \A1;1200 \A1;3050 \A1;1200 \A1;3050 \A1;1200 \A1;1200 \A1;4400 \A1;1200 \A1;4400 \A1;1200 \A1;4400 \A1;1200 \A1;4400 \A1;1200 \A1;1200 \A1;4800 \A1;2400 \A1;6801 \A1;2400 \A1;4800 \A1;1200 \A1;2780 \A1;2820 \A1;3050 \A1;3050 \A1;1200 \A1;1200 \A1;6000 \A1;1200 \A1;4000 \A1;4000 \A1;1200 \A1;6000 \A1;22400 \A1;2000 \A1;4250 \A1;4250 \A1;4250 \A1;4250 \A1;242 \A1;1200 \A1;4250 \A1;4250 \A1;4250 \A1;4250 \A1;4250 \A1;3050 \A1;4250 \A1;53242 \A1;5600 \A1;5600 \A1;5600 \A1;22400 \A1;2000 \A1;4250 \A1;4250 \A1;4250 \A1;4250 \A1;242 \A1;1200 \A1;4250 \A1;4250 \A1;4250 \A1;4250 \A1;4250 \A1;3050 \A1;4250 \A1;53242 \A1;2780 \A1;2820 \A1;3050 \A1;3050 \A1;1200 \A1;1200 \A1;700 \A1;700 \A1;700 \A1;700 \A1;700 \A1;700 \A1;700 \A1;150 MM MAXSPAN SLAB + 75MM TOPPING \A1;100\fTimes New Roman|b0|i0|c0|p18;mm THK. SLAB. \A1;PANEL A= MAXSPAN SLAB 150 \fTimes New Roman|b0|i0|c0|p18;mm + 50mm TOPPING \A1;PANEL A \A1;PANEL B =\fTimes New Roman|b0|i0|c0|p18; 150mm SLAB \A1;PANEL B \A1;230 \A1;230 \A1;600 \A1;600 \A1;600 \A1;600 \A1;1200 \A1;1200 \A1;2650 \A1;300 \A1;1200 \A1;230 \A1;230 \A1;230 \A1;230 \A1;2650 \A1;3050 \A1;250 \A1;d230 \A1;d230 \A1;300 \A1;2700 \A1;3100 \A1;150 \A1;2700 \A1;1200 \A1;2800 \A1;3050 \A1;250 \A1;1200 \A1;230 \A1;230 \A1;230 \A1;230 \A1;150 \A1;230 \A1;230 \A1;200 \A1;1600 \A1;3050 \A1;250 \A1;1200 \A1;230 \A1;230 \A1;3100 \A1;150 \A1;1200 \A1;d230 \A1;600 \A1;600 \A1;623 \A1;255 \A1;623 \A1;230 \A1;230 \A1;230 \A1;230 \A1;25 \A1;230 \A1;230 \A1;d230 \A1;600 \A1;600 \A1;600 \A1;1200 \A1;600 \A1;230 \A1;500 \A1;2000 \A1;4250 \A1;4250 \A1;4250 \A1;4250 \A1;500 \A1;1063 \A1;1063 \A1;1063 \A1;1063 \A1;1063 \A1;1063 \A1;1063 \A1;3073 \A1;4250 \A1;500 \A1;230 \A1;225 \A1;275 \A1;450 \A1;5600 \A1;5600 \A1;5600 \A1;5600 \A1;450 \A1;230 \A1;150 \A1;300 \A1;500 \A1;5600 \A1;5600 \A1;5600 \A1;5600 \A1;1400 \A1;1400 \A1;1400 \A1;1400 \A1;1400 \A1;1400 \A1;1400 \A1;1400 \A1;500 \A1;230 \A1;225 \A1;275 \A1;500 \A1;5600 \A1;5600 \A1;5600 \A1;2780 \A1;1400 \A1;1400 \A1;1400 \A1;1400 \A1;1400 \A1;1400 \A1;1400 \A1;4250 \A1;4250 \A1;4250 \A1;4250 \A1;4250 \A1;4250 \A1;4250 \A1;4250 \A1;450 \A1;230 \A1;200 \A1;250 \A1;400 \A1;230 \A1;150 \A1;250 \A1;3050 \A1;4250 \A1;4250 \A1;4250 \A1;4250 \A1;4250 \A1;1200 \A1;4250 \A1;450 \A1;1200 \A1;3050 \A1;PANEL C -SLAB = 150\fTimes New Roman|b0|i0|c0|p18;mm \A1;400 \A1;1200 \A1;4250 \A1;1063 \A1;450 \A1;230 \A1;200 \A1;250 \A1;2205 \A1;450 \A1;450 \A1;5600 \A1;400 \A1;4000 \A1;5600 \A1;1400 \A1;2210 \A1;1400 \A1;1400 \A1;1400 \A1;2210 \A1;1400 \A1;1400 \A1;1200 \A1;4000 \A1;1200 \A1;400 \A1;4000 \A1;4000 \A1;2445 \A1;450 \A1;225 \A1;300 \A1;100 \A1;150 \A1;75 \A1;4250 \A1;1320 \A1;825 \A1;1155 \A1;3300 \A1;450 \A1;450 \A1;160 \A1;160 \A1;160 \A1;165 \A1;300 \A1;300 \A1;165 \A1;300 \A1;165 \A1;160 \A1;160 \A1;160 \A1;160 \A1;6000 \A1;1200 \A1;4000 \A1;4000 \A1;1200 \A1;6000 \A1;22400 \A1;2000 \A1;4250 \A1;4250 \A1;4250 \A1;4250 \A1;242 \A1;1200 \A1;4250 \A1;4250 \A1;4250 \A1;4250 \A1;4250 \A1;3050 \A1;4250 \A1;53242 \A1;5600 \A1;5600 \A1;5600 \A1;22400 \A1;2000 \A1;4250 \A1;4250 \A1;4250 \A1;4250 \A1;242 \A1;1200 \A1;4250 \A1;4250 \A1;4250 \A1;4250 \A1;4250 \A1;3050 \A1;4250 \A1;53242 \A1;2780 \A1;2820 \A1;3050 \A1;3050 \A1;1200 \A1;1200 \A1;150mm THK. SLAB \A1;450 \A1;150 \A1;230 \A1;1650 \A1;150 \A1;450 \A1;450 \A1;20 RISERS @ 165 = 3300 \A1;1650 \A1;1315 \A1;9 TREADS @ 300 = 2700 \A1;120 \A1;858 \A1;900 \A1;900 \A1;900 \A1;150 \A1;165 \A1;300 \A1;165 \A1;300 \A1;150 \A1;1500 \A1;400 \A1;1200 \A1;6000 \A1;1500 \A1;450 \A1;230 \A1;200 \A1;250 \A1;800 \A1;800 \A1;PANEL C \A1;1260 \A1;300 \A1;300 \A1;300 \A1;300 \A1;300 \A1;1260 \A1;300 \A1;300 \A1;300 \A1;300 \A1;300 \A1;300 \A1;300 \A1;1100 \A1;550 \A1;600 \A1;3548 \A1;2988 \A1;2805 \A1;652 \A1;1338 \A1;1412 \A1;881 \A1;881 \A1;600 \A1;150 \A1;140 \A1;781 \A1;1519 \A1;6212 \A1;944 \A1;944 \A1;1054 \A1;1054 \A1;1050 \A1;1050 \A1;1650 \A1;1650 \A1;3300 \A1;13° \A1;1050 \A1;1050 \A1;1054 \A1;1054 \A1;569 \A1;3554 \A1;2988 \A1;3498 \A1;794 \A1;150 \A1;1164 \A1;1868 \A1;150 \A1;1996 \A1;1450 \A1;150 \A1;1397 \A1;3688 \A1;3005 \A1;2873 \A1;239 \A1;300 \A1;1000 \A1;720 \A1;261 \A1;200 \A1;500 \A1;4250 \A1;4250 \A1;1200 \A1;7070 \A1;1200 \A1;191 \A1;1200 \A1;7260 \A1;200 \A1;200 2 10 8 5 1 A B C D E F I G J K L M N P Q A B C D E F I G J K L M N P Q 10 7 5 3 1 4 6 C1 F1 C1 F1 C1 F1 C1 F1 C1 F1 C1 F1 C1 F1 C1 F1 C1 F1 C1 F1 C1 F1 C1 F1 C1 F1 C1 F1 C1 F1 C1 F1 C1 F1 C1 F1 C1 F1 C1 F1 C1 F1 C1 F1 C1 F1 C1 F1 C1 F1 C1 F1 C1 F1 C1 F1 C1 F2 C3 F1 C1 F1 C1 F1 C1 F1 C1 F1 C1 F1 C1 F1 C1 F1 C2 C1 F2 C2 C1 F2 C2 C1 F2 C2 C1 F2 C2 C1 F2 C2 C1 F1 C1 C3 F2 C2 C1 F2 C2 C1 F2 C2 C1 F2 C2 C1 F2 C2 C1 F2 C2 C1 F1 C1 F3 C3 C1 F3 C3 C1 F3 C1 C1 F3 C1 C1 F3 C1 C1 F1 C1 F1 C1 F1 C1 F1 NOTES 2. Where it is stated " Site Dimension " the measurement is to be 1. All dimensions in mm unless otherwise stated determined on site. WITH BS 5628 PART1 1978 STRUCTURAL USE OF UNREINFORCED MASONRY 1- REFERENCES 2 - DIMENSIONS CONCRETE. FOUNDATION DEPTH TO BE DETERMINED BY ENGINEER PRIOR TO PLACING FOUNDATIONS HAVE BEEN DESIGNED ON BEARING PRESSURE OF 200 KN/m LEVEL OR 600 mm BELOW SPLASH APRON LEVEL WHICHEVER IS CRITICAL ALL DIMENSIONS ARE IN MILLIMETRES ( UNLESS STATED OTHERWISE ) ALL ENGINEERS DRAWING SHALL BE READ IN CONJUNCTION WITH ALL MAXIMUM ALLOWABLE FILL BELOW GROUND SLAB = 500 mm ALL LOAD BEARING BLOCK WALLS TO BE CONSTRUCTED FROM SOLID BLOCK OF 5.0 N/mm MIN. 4 - BLOCK WORK BOTH THE ARCHITECT AND THE ENGINEER. 3 - FOUNDATIONS ARCHITECTS DRAWINGS. COVER BS 5628 PART1 MORTAR TO CONFORM TO MORTAR DESIGNATION ( III ) OF TABLE 1 5 - CONCRETE CONCRETE BLINDING CONCRETE CONCRETE IN MINOR ELEMENTS e.g LINTELS REINFORCED CONC. ( INCLUDING GROUND BEARING SLAB ) CONTAINING NO EMBEDDED METAL PROPOSED USE SPECIFICATION. 6 - WALL TIES MOVEMENT JOINTS TO BE AT A MAXIMUM 9.0M CENTRES. JOINT POSITIONS AS INDICATED ON DRG. JOINT IN SALB TO BE CARRIED THROUGH WALLS PROVIDE MASONRY ANCHORS EVERY 2 COURSES USING GALVANISED . Y - - - - - - - DENOTES HIGH YIELD BOND STRENGTH BARS. R - - - - - - - DENOTES ROUND MILD STEEL BARS REINFORCEMENT TO BE IN ACCORDANCE WITH CONSULTING ENGINEER'S 7 - REINFORCEMENT MILD STEEL DEBOND TIES TO BS 1243 . 1978 TO UNDERSIDE OF RING BEAM SLAB ( COVER TO MAIN BARS ) COLUMNS ( COVER TO LINKS ) FOUNDATIONS TOP AND BOTTOM TO MESH IN GROUND SLAB SIDES 5 - JOINTS 75 mm 25 mm 30 mm 40 mm 25 mm PERMITTED TYPE COVER C 7.5 C 25 LOCATION BS 882 BS 882 BS 882 BS 882 GRADE C 25 C 15 BS 882 BS 882 BS 882 BS 882 AGGREGATE COARSE FINE ( 75 ) MEDIUM ( 75 ) MEDIUM 20mm 10mm ( 75 ) WORKABILITY ( 75 ) MEDIUM MEDIUM 20mm 40mm MAX. SIZE AGGREGATE GENERAL NOTES ANY DISCREPANCIES SHOULD BE REPORTED TO CHARACTERISTIC COMPRESSION STRENGTH COMPLYING MINIMUM FOUNDATION DEPTH TO BE 1000mm BELOW FLOOR 2 3. SITE SUPERVISION BY A QULIFIED ENGINEER IS VERY VITAL DRAWN BY K.D.C CHECKED BY DATE DRG No. ENG. SCALE AS SHOWN mob: 0718682865 DESCRIPTION: TITLE: CLIENT: FOUNDATION LAYOUT, SECTION A-A AND TYPICAL SECTION THROUGH THE GROUND BEAM. 2 ENGINEER: C4 F1 C4 F1 C4 F1 C4 F1 C4 F1 5 5 5 4000 5 5 22400 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 22400 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 FOUNDATION-LAYOUT SCALE:- 1:100 (NOTE: GROUND BEAM ALL THROUGH-230X350) C2 F1 C5 F1 A A TO BE DETERMINED ON SITE 5 SECTION 'A-A' SCALE:- 1:20 CONC. SLAB HARD CORE CONC SRIP 5 50mm THK. BLINDING 5 5 5 \U+2104 \U+2104 5 5 BRC MESH (A142) PLINTH WALL GROUND BEAM R8-200 c/c 3Y16 3Y16 5 5 5 TYP. SECTION THRU' GROUND BEAM SCALE:- 1:20 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 4400 5 5 5 5 5 5 4800 5 9 2780 2820 C2 F1 H O H O 5 5 5 5 2 10 8 5 1 A B C D E F I G J K L M N P Q A B C D E F I G J K L M N P Q 10 7 5 3 1 4 6 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C5 C1 C1 C1 C1 C1 C1 C1 C2 C1 C2 C1 C2 C1 C2 C1 C2 C1 C2 C1 C2 C5 C2 C1 C2 C1 C2 C1 C2 C1 C2 C1 C2 C1 C2 C1 C5 C1 C5 C1 C1 C1 C1 C1 C1 C1 C1 C1 DRAWN BY K.D.C CHECKED BY DATE DRG No. ENG. APRIL-2014 SCALE AS SHOWN 01 mob: 0718682865 DESCRIPTION: TITLE: CLIENT: FIRST FLOOR SLAB LAYOUT SECTION THROUGH SLAB L-L \A1;MR. ANYALA MODI MOB: 0751 369839 ENGINEER: C3 C3 C3 C3 C3 5 5 5 4000 5 5 22400 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 22400 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 FIRST FLOOR SLAB -LAYOUT SCALE:- 1:100 C3 C4 9 2780 2820 C3 H O H O 5 5 5 5 BEAM 101 (500 X 230) BEAM 101 (500 X 230) BEAM 101 (500 X 230) BEAM 101 (500 X 230) BEAM 101 (500 X 230) BEAM 103 (450 X 200) BEAM 104 (500 X 230) BEAM 105 (500 X 230) BEAM 106 (500 X 230) BEAM 104 (500 X 230) BEAM 104 (500 X 230) BEAM 107 (450 X 230) BEAM 107 (450 X 230) BEAM 108 (450 X 230) BEAM 108 (450 X 230) BEAM 109 (400 X 230) BEAM 109 (400 X 230) BEAM 112 (450 X 230) BEAM 113 (400 X 230) BEAM 114 (400 X 230) BEAM 113 (450 X 230) BEAM 113 (450 X 230) BEAM 113 (450 X 230) BEAM 113 (450 X 230) BEAM 113 (450 X 230) BEAM 113 (450 X 230) BEAM 115 (450 X 230) BEAM 117 (450 X 230) 88Y12-01-2/R 88Y12-02-2/R 66Y12-02-2/R 44Y12-01-2/R 5 5 88Y12-02-2/R 5 5 84Y12-03-200T1 AP 5 5 63Y12-03-200T1 AP 54Y10-04-200T2 5 38Y10-04-200T2 150 MM MAXSPAN SLAB + 75MM TOPPING L L 110Y10-05-200T1 9Y10-08-200T2 9Y10-09-200T2 9Y10-09-200T2 9Y10-08-200T2 100\fTimes New Roman|b0|i0|c0|p18;mm THK. SLAB. 22Y12-01-2/R 11Y16-06-1/R 10Y10-07-200T2 STAIR CASE & RAMP WELL BEAM 102 (500 X 230) VOID BEAM 111 BEAM 116 BEAM 110 (450 X 230) BEAM 113 (450 X 230) BEAM 113 (450 X 230) BEAM 113 (450 X 230) BEAM 113 (450 X 230) BEAM 113 (450 X 230) BEAM 113 (450 X 230) BEAM 111 BEAM 116 BEAM 111 BEAM 116 BEAM 111 BEAM 116 BEAM 111 BEAM 116 BEAM 111 BEAM 116 BEAM 118 (450 X 200) BEAM 111 BEAM 116 BEAM 111 BEAM 116 BEAM 111 BEAM 116 BEAM 111 BEAM 116 BEAM 111 BEAM 116 BEAM 111 BEAM 116 BEAM 111 BEAM 116 BEAM 118 (450 X 200) BEAM 111 BEAM 116 56Y16-10-1/RB 9Y16-11-1/RB 9Y16-12-1/RT 9Y16-12-1/RT 9Y16-12-1/RT 9Y16-12-1/RT 9Y16-12-1/RT 9Y16-12-1/RT 9Y16-14-1/RB 9Y16-11-1/RB 9Y16-13-1/RB 6Y16-16-1/RB 6Y16-17-1/RT 6Y16-16-1/RB 6Y16-16-1/RB 6Y16-16-1/RB 6Y16-16-1/RB 6Y16-16-1/RB 6Y16-16-1/RB 6Y16-17-1/RT 6Y16-17-1/RT 6Y16-17-1/RT 6Y16-17-1/RT 6Y16-17-1/RT 6Y16-17-1/RT 140Y10-18-200T1 5Y10-19-200T2 5Y10-20-200T2 5Y10-21-200T2 5Y10-22-200T2 39Y10-22-200T1 5Y10-23-200T2 PANEL A= MAXSPAN SLAB 150 \fTimes New Roman|b0|i0|c0|p18;mm + 50mm TOPPING PANEL A PANEL B =\fTimes New Roman|b0|i0|c0|p18; 150mm SLAB PANEL B DRAWN BY K.D.C CHECKED BY DATE DRG No. ENG. SCALE AS SHOWN mob: 0718682865 DESCRIPTION: TITLE: CLIENT: COLUMNS-C1, C2, C3, C4, & C5 FOOTINGS-F1, F2, & F3 ENGINEER: F1 &C1 50mm blinding To be Determined on site 21R8-03-150 4Y16 - 02 4Y16 - 04 18R8-03-150 4Y16 - 05 GROUND FLOOR FIRST FLOOR C C 08Y12-01-150 08Y12-01-150 ROOF LEVEL 01 mm KICKER mm KICKER 75 75 600 600 150 350 7R8-03-150 5 5 5 5 5 5 5 5 5 04 03 04 04 04 SECTION "C-C" 230 230 02 03 02 02 02 05 03 05 05 05 SECTION "D-D" 230 230 01 01 01 01 01 01 01 FOOTING F1 SCALE:- 1:20 (1200X1200X350)-46 NOS. SECTION B-B SCALE:- 1:20 B B D D starter bars FIRST FLOOR 75 5 5 5 5 5 F2 &C2 SECTION "F-F" SECTION E-E SCALE:- 1:20 d230 07 07 07 07 07 07 SECTION "G-G" R8-08 LINKS d230 09 09 09 09 09 09 R8-08 LINKS 50mm blinding To be Determined on site 21R8-08-150 6Y12 - 06 6Y12 - 07 18R8-08-150 6Y12 - 09 GROUND FLOOR FIRST FLOOR F F ROOF LEVEL 01 mm KICKER mm KICKER 75 75 600 600 150 350 7R8-08-150 5 5 5 01 01 01 01 01 01 01 G G starter bars FIRST FLOOR 75 5 5 5 COLUMN-C3 50mm blinding To be Determined on site 21R8-03-150 6Y16 - 02 6Y16 - 04 18R8-03-150 4Y16 - 10 GROUND FLOOR FIRST FLOOR C C 01 mm KICKER mm KICKER 75 75 600 600 150 350 7R8-03-150 5 04 03 04 04 04 SECTION "C-C" 230 230 10 03 10 10 10 SECTION "H-H" 230 230 01 01 01 01 01 01 01 SCALE:- 1:20 H H starter bars FIRST FLOOR 75 5 5 5 5 04 04 11R8-03-150 4Y16 - 11 mm KICKER 75 600 SECOND FLOOR 75 11 03 11 11 11 SECTION "I-I" 230 230 I I 5 5 PARAPET LEVEL COLUMN-C5 50mm blinding To be Determined on site 21R8-03-150 4Y16 - 02 4Y16 - 13 GROUND FLOOR FIRST FLOOR K K 01 mm KICKER 75 600 150 350 7R8-03-150 5 04 03 04 04 04 SECTION "K-K" 230 230 01 01 01 01 01 01 01 SCALE:- 1:20 starter bars FIRST FLOOR 5 5 SECTION "J-J" d230 07 07 07 07 07 07 R8-08 LINKS 50mm blinding To be Determined on site 21R8-08-150 6Y12 - 06 6Y12 - 12 GROUND FLOOR J J 01 mm KICKER 75 600 150 350 7R8-08-150 5 01 01 01 01 01 01 01 starter bars 5 5 COLUMN-C4 SCALE:- 1:20 02 03 02 02 02 02 03 02 02 02 10Y12-01-150 5 5 5 5 5 08Y12-99-150 5 5 5 5 5 FOOTING F3 SCALE:- 1:20 (1200X1500X350)-5 NOS. 03 02 02 02 02 5 5 d230 06 06 06 06 06 06 5 5 600 5 600 16Y12-01-150 8Y12-98-150 FOOTING F2 SCALE:- 1:20 (1200X1500X350)-12 NOS. DRAWN BY K.D.C CHECKED BY DATE DRG No. ENG. SCALE AS SHOWN mob: 0718682865 DESCRIPTION: TITLE: CLIENT: RING BEAM LAYOUT AND SECTION M-M THROUGH SLAB. ENGINEER: E E 5 5 A B C D E F 9R8-09-200 5 5 5 5 5 10R8-09-200 BEAM 101 (500X230) SCALE:- 1:50 5 IN NO. 3H16-01 5 5 5 5 5 5 5 5 1H20-02 1H20-03 1H20-03 1H20-03 3H16-04 2H20-05+1H16-06 8R8-09-150 8R8-09-150 10R8-09-200 8R8-09-150 8R8-09-150 10R8-09-200 8R8-09-150 8R8-09-150 15R8-09-200 8R8-09-150 2H20-07+1H16-08 5 C D 5 3H16-11 2H20-12+1H16-11 BEAM 102 (500X230) SCALE:- 1:50 1 IN NO. 21R8-09-200 N N N N R8-09-200 c/c 2H20+1H16 BTM 3H16TOP 5 230 TYP. SECTION THRU' BEAM N-N SCALE:- 1:25 5 5 5 5600 1 2 4 6 8 5 5 5 3H16-15 3H16-13 BEAM 103 (450X230) SCALE:- 1:50 1 IN NO. 28R8-10-200 28R8-10-200 28R8-10-200 28R8-10-200 3H16-14 3H16-16 O O R8-09-200 c/c 3H16 BTM 3H16TOP 5 230 TYP. SECTION THRU' BEAM O-O SCALE:- 1:25 5 5 5 5600 1 2 5 8 10 5 5 5 3H16-15 3H16-13 BEAM 104, 106 (500X230) SCALE:- 1:50 3 IN NO. 28R8-09-200 28R8-09-200 28R8-09-200 28R8-09-200 3H16-14 3H16-16 P P 5 5 5 5 5 5 5 5 1H20-17 1H20-17 1H20-17 1H20-18 1H20-18 R8-09-200 c/c 3H16 BTM 3H16TOP 5 230 TYP. SECTION THRU' BEAM P-P SCALE:- 1:25 5 5 5 5600 1 2 5 8 9 5 5 2780 3H16-15 3H16-13 BEAM 105 (500X230) SCALE:- 1:50 1 IN NO. 28R8-09-200 28R8-09-200 28R8-09-200 28R8-09-200 3H16-18 3H16-19 P P 5 5 5 5 5 5 5 1H20-17 1H20-17 1H20-17 1H20-18 Q 5 P 5 N 5 M 5 L 5 K 5 J 5 I 5 G BEAM 107, 108,118 (450X230) SCALE:- 1:50 6 IN NO. 3H16-20 3H16-21 3H16-22 3H16-23 3H16-24 3H16-25 3H16-26 3H16-27 10R8-10-200 9R8-10-200 9R8-10-200 10R8-10-200 9R8-10-200 9R8-10-200 10R8-10-200 10R8-10-200 9R8-10-200 10R8-10-200 9R8-10-200 10R8-10-200 22R8-10-200 10R8-10-200 9R8-10-200 TYP. SECTION THRU' BEAM Q-Q SCALE:- 1:25 R8-09-200 c/c 3H16 BTM 3H16TOP 5 230 5 5 Q Q Q 5 P 5 N 5 M 5 L 5 K 5 J 5 I 5 G BEAM 109 (450X230) SCALE:- 1:50 2 IN NO. 3H16-20 3H16-21 3H16-22 3H16-23 3H16-24 3H16-25 3H16-26 3H16-27 22R8-30-200 TYP. SECTION THRU' BEAM R-R SCALE:- 1:25 R8-30-200 c/c 3H16 BTM 3H16TOP 5 230 5 5 R R 5 O 5 22R8-30-200 22R8-30-200 22R8-30-200 22R8-30-200 22R8-30-200 6R8-30-200 H 14R8-30-200 5 6R8-30-200 14R8-30-200 PANEL C -SLAB = 150\fTimes New Roman|b0|i0|c0|p18;mm Q P O BEAM 110 (450X230) SCALE:- 1:50 1 IN NO. 22R8-10-200 6R8-30-200 5 5 5 3H16-30 3H16-29 5 3H16-28 S S TYP. SECTION THRU' BEAM S-S SCALE:- 1:25 R8-09-200 c/c 3H16 BTM 3H16TOP 5 230 5 5 5 10R8-10-200 S S 5 3H16-31 3H16-31 BEAM 111 (450X230) SCALE:- 1:50 14 IN NO. 450 5600 1 2 5 8 10 400 5 5 3H16-15 3H16-13 BEAM 112, 115, 117 (450X230) SCALE:- 1:50 3 IN NO. 28R8-10-200 18R8-10-200 28R8-10-200 28R8-10-200 3H16-14 3H16-16 P P 5 5 5 5 5 5 5 5 1H20-32 1H20-17 1H20-32 1H20-18 1H20-18 7 6 4 3 5 4000 5 5 5R8-10-200 6R8-10-200 Q Q 5 5 3H16-33 3H16-33 18R8-30-200 18R8-30-200 P P 6 4 4000 BEAM 114 (400X230) SCALE:- 1:50 2 IN NO. 5 11R8-10-200 S S 5 3H16-34 3H16-34 BEAM 116 (450X230) SCALE:- 1:50 14 IN NO. 02 02 02 02 02 02 02 02 02 02 02 02 02 02 02 02 02 02 02 02 02 02 02 02 02 02 02 02 SECTION L-L THRU' SLAB SCALE:- 1:20 5 5 5 5 5 C 4250 D DRAWN BY K.D.C CHECKED BY DATE DRG No. ENG. SCALE AS SHOWN mob: 0718682865 DESCRIPTION: TITLE: CLIENT: R.C BEAM DETAILS. ENGINEER: 20 RISERS @165MM = 3300MM TREADS =300MM WAIST = 160MM STAIRCASE NOTES 1320 825 1155 3300 SECTION W-W SCALE:- 1:25 SECTION X-X SCALE:- 1:25 0.00m GROUND FL. LEVEL +3.300 FIRST FL. LEVEL 5 5 5 5 5 165 5 5 165 5 165 160 160 160 160 08Y16 -01-150B1 08Y16 -02-150B1 04 04 04 04 04 04 04 04 04 04 04 04 04 04 04 04 04 04 04 04 04 04 04 04 04 04 04 04 04 04 04 04 04 04 04 04 04 04 04 04 04 04 04 04 04 04 04 04 04 04 04 04 04 04 04 04 04 04 04 08Y16 -03-150 08Y12 -04-300 08Y16 -05-150 08Y16 -05-150 08Y12 -06-150 08Y12 -08-150 08Y12 -07-150 DRAWN BY K.D.C CHECKED BY DATE DRG No. ENG. SCALE AS SHOWN mob: 0718682865 DESCRIPTION: TITLE: CLIENT: STAIR CASE #1 DETAILS AND RAMP DETAILS. ENGINEER: 2 10 8 5 1 A B C D E F I G J K L M N P Q A B C D E F I G J K L M N P Q 10 7 5 3 1 4 6 5 5 5 4000 5 5 22400 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 22400 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 RING BEAM -LAYOUT SCALE:- 1:100 9 2780 2820 H O H O 5 5 5 5 BEAM R01 (300X 230) BEAM R01 (300X 230) BEAM R01 (300X 230) BEAM R01 (300X 230) BEAM R01 (300X 230) BEAM R02 (300X 230) BEAM R02 (300X 230) BEAM R02 (300X 230) BEAM R03 (300X 230) BEAM R03 (300X 230) BEAM R03 (300X 230) BEAM R03 (300X 230) BEAM R03 (300X 230) BEAM R03 (300X 230) BEAM R04 (300X 230) BEAM R05 (300X 230) BEAM R05 (300X 230) BEAM R06 (300X 230) BEAM R06 (300X 230) BEAM R07 (300X 230) BEAM R07 (300X 230) BEAM R07 (300X 230) BEAM R07 (300X 230) BEAM R07 (300X 230) BEAM R07 (300X 230) BEAM R07 (300X 230) BEAM R07 (300X 230) BEAM R07 (300X 230) BEAM R07 (300X 230) BEAM R07 (300X 230) 31Y12-95-200 B1 22Y12-96-200B2 10Y10-97-200T2 150mm THK. SLAB M M SECTION M-M THRU' SLAB SCALE:- 1:20 5 97 97 96 96 97 96 97 96 97 96 96 96 96 96 96 96 96 96 96 96 96 96 96 96 96 96 97 97 97 97 97 5 95 G I 5 5 5 20 RISERS @ 165 = 3300 1650 1315 9 TREADS @ 300 = 2700 5 5 5 5 5 5 165 5 165 5 5 22 22 22 22 13 22 22 22 22 22 22 22 22 22 22 22 22 22 22 22 22 22 22 22 22 22 22 22 22 22 22 22 22 22 22 22 22 22 22 22 22 22 22 22 22 22 22 22 22 22 22 23 23 23 23 23 23 23 23 23 23 23 23 7Y16-19-200B1 7Y16-20-200B1 7Y16-21-200T1 7Y12-25-200B1 20RISERS @165MM = 3300MM TREADS = 300MM WAIST = 150MM STAIRCASE NOTES GROUND FLOOR LEVEL FIRST FLOOR LEVEL 1650 SECTION 'U-U' SCALE:- 1:25 5 7Y16-21-200T1 7Y16-20-200B1 7Y16-19-200B1 9Y12-22-200T2 18Y12-22-200B2 7Y12-24-200T1 7Y12-25-200B1 9T12-22-200T2 17Y12-22-200B2 7Y12-23-200T2 7Y12-23-200B2 10 7 6 BEAM 113 (450X230) SCALE:- 1:50 12 IN NO. 29R8-10-200 6R8-30-200 5 5 5 3H16-38 3H16-36 5 3H16-35 T T 5 1H20-37 1H20-39 TYP. SECTION THRU' BEAM T-T SCALE:- 1:25 R8-09-200 c/c 3H16+1H20 BTM 3H16TOP 5 230 5 5 5 5 PANEL C APRIL-2014 01 \A1;MR. ANYALA MODI MOB: 0751 369839 APRIL-2014 01 \A1;MR. ANYALA MODI MOB: 0751 369839 APRIL-2014 01 \A1;MR. ANYALA MODI MOB: 0751 369839 APRIL-2014 01 \A1;MR. ANYALA MODI MOB: 0751 369839 APRIL-2014 01 \A1;MR. ANYALA MODI MOB: 0751 369839 13 08Y12 -01-150 08Y12 -02-150 08Y12 -03-150 09Y12 -04-300B2 09Y12 -04-300T2 09Y12-04-300T2 13Y12 -04-300B2 09Y12-04-300T2 13Y12 -04-300B2 08Y12 -07-150 08Y12 -06-150 08Y12 -05-150B1 08Y12 -05-150T1 G I 7 U U DRAWN BY K.D.C CHECKED BY DATE DRG No. ENG. SCALE AS SHOWN mob: 0718682865 DESCRIPTION: TITLE: CLIENT: STAIR CASE #1 & #2 DETAILS AND RAMP DETAILS. ENGINEER: APRIL-2014 01 \A1;MR. ANYALA MODI MOB: 0751 369839 V V X X W W STAIR CASE #2 PLAN SCALE:- 1:25 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 D C B 10 9 8 600 650 720 600 1000 11Y20-03-120 200 950 950 7Y16-01-200 11Y20-02-120 200 200 200 5 5 5 5 5 5 5 5 5 5 5 150 5 5 5 5 5 5 5 5 5 5 7Y16-01-200 11Y20-04-120 11Y20-05-120 11Y20-06-120 11Y20-08-120 11Y20-07-120 11Y20-09-120 11Y20-11-120 s Y12-10-200 s s s s s s s s s s 5 5 5 0.00m GROUND FL. LEVEL +3.300 FIRST FL. LEVEL 5 SECTION 'V-V' SCALE:- 1:25 TOP BOTTOM STAIR CASE #1 & RAMP PLAN SCALE:- 1:25 RAMP REINFORCEMENT DETAILS SCALE:- 1:25 1120 Y16-10-200 FIRST RAMP SECOND RAMP FIRST RAMP FIRST RAMP SECOND RAMP 5 5 5 5 5 5 5 5 5 150 TOP BOTTOM SECOND RAMP 5 5 150 5 5 150 5 5 5 5 5 11Y20-12-120 11Y20-13-120 11Y20-14-120 11Y20-15-120 11Y20-16-120 11Y20-17-120 11Y20-18-120 11Y20-19-120 s s s s s s s s s s s s s s s s s s s s s s \A1;PROPOSED COMMERCIAL BUILDING TO BE BUILT ALONG NIMULE-JUBA ROAD ON\H1.1667x; \H0.85714x;BLOCK \fArial Narrow|b1|i0|c0|p34;.............\fArial Narrow|b1|i0|c238|p34; PLOT\fArial Narrow|b1|i0|c0|p34; ...........\fArial Narrow|b1|i0|c238|p34; AT\fArial Narrow|b1|i0|c0|p34; MAGWI COUNTY, EASTERN EQUATORIAL- SOUTH SUDAN \A1;PROPOSED COMMERCIAL BUILDING TO BE BUILT ALONG NIMULE-JUBA ROAD ON\H1.1667x; \H0.85714x;BLOCK \fArial Narrow|b1|i0|c0|p34;.............\fArial Narrow|b1|i0|c238|p34; PLOT\fArial Narrow|b1|i0|c0|p34; ...........\fArial Narrow|b1|i0|c238|p34; AT\fArial Narrow|b1|i0|c0|p34; MAGWI COUNTY, EASTERN EQUATORIAL- SOUTH SUDAN \A1;PROPOSED COMMERCIAL BUILDING TO BE BUILT ALONG NIMULE-JUBA ROAD ON\H1.1667x; \H0.85714x;BLOCK \fArial Narrow|b1|i0|c0|p34;.............\fArial Narrow|b1|i0|c238|p34; PLOT\fArial Narrow|b1|i0|c0|p34; ...........\fArial Narrow|b1|i0|c238|p34; AT\fArial Narrow|b1|i0|c0|p34; MAGWI COUNTY, EASTERN EQUATORIAL- SOUTH SUDAN \A1;PROPOSED COMMERCIAL BUILDING TO BE BUILT ALONG NIMULE-JUBA ROAD ON\H1.1667x; \H0.85714x;BLOCK \fArial Narrow|b1|i0|c0|p34;.............\fArial Narrow|b1|i0|c238|p34; PLOT\fArial Narrow|b1|i0|c0|p34; ...........\fArial Narrow|b1|i0|c238|p34; AT\fArial Narrow|b1|i0|c0|p34; MAGWI COUNTY, EASTERN EQUATORIAL- SOUTH SUDAN \A1;PROPOSED COMMERCIAL BUILDING TO BE BUILT ALONG NIMULE-JUBA ROAD ON\H1.1667x; \H0.85714x;BLOCK \fArial Narrow|b1|i0|c0|p34;.............\fArial Narrow|b1|i0|c238|p34; PLOT\fArial Narrow|b1|i0|c0|p34; ...........\fArial Narrow|b1|i0|c238|p34; AT\fArial Narrow|b1|i0|c0|p34; MAGWI COUNTY, EASTERN EQUATORIAL- SOUTH SUDAN \A1;PROPOSED COMMERCIAL BUILDING TO BE BUILT ALONG NIMULE-JUBA ROAD ON\H1.1667x; \H0.85714x;BLOCK \fArial Narrow|b1|i0|c0|p34;.............\fArial Narrow|b1|i0|c238|p34; PLOT\fArial Narrow|b1|i0|c0|p34; ...........\fArial Narrow|b1|i0|c238|p34; AT\fArial Narrow|b1|i0|c0|p34; MAGWI COUNTY, EASTERN EQUATORIAL- SOUTH SUDAN \A1;PROPOSED COMMERCIAL BUILDING TO BE BUILT ALONG NIMULE-JUBA ROAD ON\H1.1667x; \H0.85714x;BLOCK \fArial Narrow|b1|i0|c0|p34;.............\fArial Narrow|b1|i0|c238|p34; PLOT\fArial Narrow|b1|i0|c0|p34; ...........\fArial Narrow|b1|i0|c238|p34; AT\fArial Narrow|b1|i0|c0|p34; MAGWI COUNTY, EASTERN EQUATORIAL- SOUTH SUDAN A2 5 5 5 5 5 7Y16-24-200T1 5 5 5 5 5 1200 5 5 5 5 5 1 2 3 4 20 x 0.150 = 3.000 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 x 0.150 = 3.000 NOTES: 1. Reinforced concrete to be grade 25. 2. Maximum aggregate size to be 20mm. 3. minimum cover to steel to be 25mm. 4. Minimum cover to steel in the foundation to be 50mm. 5. Mass concrete to be nominal 1:3:6 and blinding 1:4:8 6. Before any member (column and beam) alteration or substitution consult the designer. 2 TO UNDERSIDE OF RING BEAM NOTES 2. Where it is stated " Site Dimension " the measurement is to be 1. All dimensions in mm unless otherwise stated determined on site. WITH BS 5628 PART1 1978 STRUCTURAL USE OF UNREINFORCED MASONRY 1- REFERENCES 2 - DIMENSIONS CONCRETE. FOUNDATION DEPTH TO BE DETERMINED BY ENGINEER PRIOR TO PLACING FOUNDATIONS HAVE BEEN DESIGNED ON BEARING PRESSURE OF 200 KN/mm LEVEL OR 600 mm BELOW SPLASH APRON LEVEL WHICHEVER IS CRITICAL ALL DIMENSIONS ARE IN MILLIMETERS ( UNLESS STATED OTHERWISE ) ALL ENGINEERS DRAWING SHALL BE READ IN CONJUNCTION WITH ALL MAXIMUM ALLOWABLE FILL BELOW GROUND SLAB = 500 mm ALL LOAD BEARING BLOCK WALLS TO BE CONSTRUCTED FROM SOLID BLOCK OF 5.0 N/mm MIN. 4 - BLOCK WORK BOTH THE ARCHITECT AND THE ENGINEER. 3 - FOUNDATIONS ARCHITECTS DRAWINGS. COVER BS 5628 PART1 MORTAR TO CONFORM TO MORTAR DESIGNATION ( III ) OF TABLE 1 5 - CONCRETE CONCRETE BLINDING CONCRETE CONCRETE IN MINOR ELEMENTS e.g LINTELS REINFORCED CONC. ( INCLUDING GROUND BEARING SLAB ) CONTAINING NO EMBEDDED METAL PROPOSED USE SPECIFICATION. 6 - WALL TIES MOVEMENT JOINTS TO BE AT A MAXIMUM 9.0M CENTRES. JOINT POSITIONS AS INDICATED ON DRG. JOINT IN SLAB TO BE CARRIED THROUGH WALLS PROVIDE MASONRY ANCHORS EVERY 2 COURSES USING GALVANISED . Y - - - - - - - DENOTES HIGH YIELD BOND STRENGTH BARS. R - - - - - - - DENOTES ROUND MILD STEEL BARS REINFORCEMENT TO BE IN ACCORDANCE WITH CONSULTING ENGINEER'S 7 - REINFORCEMENT MILD STEEL DEBOND TIES TO BS 1243 . 1978 COLUMNS ( COVER TO LINKS ) SLAB ( COVER TO MAIN BARS ) FOUNDATIONS TOP AND BOTTOM TO MESH IN GROUND SLAB SIDES 5 - JOINTS 75 mm 25 mm 30 mm 40 mm 25 mm PERMITTED TYPE COVER C 7.5 C 25 LOCATION BS 882 BS 882 BS 882 BS 882 GRADE C 25 C 15 BS 882 BS 882 BS 882 BS 882 AGGREGATE COARSE FINE ( 75 ) MEDIUM ( 75 ) MEDIUM 20mm 10mm ( 75 ) WORKABILITY ( 75 ) MEDIUM MEDIUM 20mm 40mm MAX. SIZE AGGREGATE GENERAL NOTES ANY DISCREPANCIES SHOULD BE REPORTED TO CHARACTERISTIC COMPRESSION STRENGTH COMPLYING MINIMUM FOUNDATION DEPTH TO BE 1000mm BELOW FLOOR 3. SITE SUPERVISION BY A QUALIFIED ENGINEER IS VERY VITAL 2 \A1;2500 \A1;75 \A1;400 \A1;to be determined on site \A1;100 blinding 154378.0712690472 SECTION C-C SCALE:- 1:20 F1 154378.0712690472 Basement fl. level. 8Y20 - 02 starter bars 154378.0712690472 154378.0712690472 154378.0712690472 01 01 01 01 01 01 01 01 01 01 01 01 01 \A1;TO BE DETERMINED ON SITE \A1;135 \A1;180 \A1;690 \A1;45 \A1;45 \A1;200 \A1;50 \A1;200 \A1;245 \A1;245 A142 BRC MESH \A1;2700 \A1;75 KICKER \A1;650 \A1;200 \A1;3000 \A1;18R8-03-150 \A1;200 \A1;200 \A1;650 \A1;200 \A1;16R8-03-150 \A1;75 KICKER \A1;200 \A1;250 \A1;450 \A1;200 \A1;200 \A1;200 \A1;200 \A1;d200 \A1;d200 \A1;2750 \A1;75 KICKER \A1;650 \A1;200 \A1;2950 \A1;18R8-07-150 \A1;200 \A1;200 \A1;650 \A1;200 \A1;16R8-07-150 \A1;75 KICKER \A1;250 \A1;400 \A1;300 \A1;300 \A1;5500 \A1;1375 \A1;1375 \A1;600 \A1;600 1 -240837.9890985243 3 4 BEAM 115,117 (450X200) SCALE:- 1:50 2 IN NO. 2Y16-23 2Y16-24 L L 2 -240837.9890985243 -240837.9890985243 2Y16-24 2Y16-23 26R8-30-200 2Y16-25 -240837.9890985243 -240837.9890985243 5 4 LOUNGE Balcony bedroom Master bath Shade bedroom Balcony Master Bedroom W/C VISTORS' BD PRAYER ROOM 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 5 2 TO UNDERSIDE OF RING BEAM NOTES 2. Where it is stated " Site Dimension " the measurement is to be 1. All dimensions in mm unless otherwise stated determined on site. WITH BS 5628 PART1 1978 STRUCTURAL USE OF UNREINFORCED MASONRY 1- REFERENCES 2 - DIMENSIONS CONCRETE. FOUNDATION DEPTH TO BE DETERMINED BY ENGINEER PRIOR TO PLACING FOUNDATIONS HAVE BEEN DESIGNED ON BEARING PRESSURE OF 200 KN/mm LEVEL OR 600 mm BELOW SPLASH APRON LEVEL WHICHEVER IS CRITICAL ALL DIMENSIONS ARE IN MILLIMETERS ( UNLESS STATED OTHERWISE ) ALL ENGINEERS DRAWING SHALL BE READ IN CONJUNCTION WITH ALL MAXIMUM ALLOWABLE FILL BELOW GROUND SLAB = 500 mm ALL LOAD BEARING BLOCK WALLS TO BE CONSTRUCTED FROM SOLID BLOCK OF 5.0 N/mm MIN. 4 - BLOCK WORK BOTH THE ARCHITECT AND THE ENGINEER. 3 - FOUNDATIONS ARCHITECTS DRAWINGS. COVER BS 5628 PART1 MORTAR TO CONFORM TO MORTAR DESIGNATION ( III ) OF TABLE 1 5 - CONCRETE CONCRETE BLINDING CONCRETE CONCRETE IN MINOR ELEMENTS e.g LINTELS REINFORCED CONC. ( INCLUDING GROUND BEARING SLAB ) CONTAINING NO EMBEDDED METAL PROPOSED USE SPECIFICATION. 6 - WALL TIES MOVEMENT JOINTS TO BE AT A MAXIMUM 9.0M CENTRES. JOINT POSITIONS AS INDICATED ON DRG. JOINT IN SLAB TO BE CARRIED THROUGH WALLS PROVIDE MASONRY ANCHORS EVERY 2 COURSES USING GALVANISED . Y - - - - - - - DENOTES HIGH YIELD BOND STRENGTH BARS. R - - - - - - - DENOTES ROUND MILD STEEL BARS REINFORCEMENT TO BE IN ACCORDANCE WITH CONSULTING ENGINEER'S 7 - REINFORCEMENT MILD STEEL DEBOND TIES TO BS 1243 . 1978 COLUMNS ( COVER TO LINKS ) SLAB ( COVER TO MAIN BARS ) FOUNDATIONS TOP AND BOTTOM TO MESH IN GROUND SLAB SIDES 5 - JOINTS 75 mm 25 mm 30 mm 40 mm 25 mm PERMITTED TYPE COVER C 7.5 C 25 LOCATION BS 882 BS 882 BS 882 BS 882 GRADE C 25 C 15 BS 882 BS 882 BS 882 BS 882 AGGREGATE COARSE FINE ( 75 ) MEDIUM ( 75 ) MEDIUM 20mm 10mm ( 75 ) WORKABILITY ( 75 ) MEDIUM MEDIUM 20mm 40mm MAX. SIZE AGGREGATE GENERAL NOTES ANY DISCREPANCIES SHOULD BE REPORTED TO CHARACTERISTIC COMPRESSION STRENGTH COMPLYING MINIMUM FOUNDATION DEPTH TO BE 1000mm BELOW FLOOR 3. SITE SUPERVISION BY A QUALIFIED ENGINEER IS VERY VITAL 2 \A1;150 \A1;50 \A1;1000 Estribos de Ø3/8" : 1@0.05,4@0.10, 3@0.15, R@0.20 c/e -84.287732974285 -84.287732974285 -84.287732974285 -84.287732974285 -84.287732974285 -84.287732974285 -84.287732974285 1Ø5/8" -84.287732974285 8 9 -84.287732974285 1Ø5/8" 1Ø5/8" 2Ø5/8" 2Ø5/8" -84.287732974285 Estribos de Ø3/8" : 1@0.05,4@0.10, 3@0.15, R@0.20 c/e -84.287732974285 -84.287732974285 -84.287732974285 1Ø5/8" 10 -84.287732974285 d d 2Ø5/8" c c 2Ø5/8" -84.287732974285 1Ø5/8" Estribos de Ø3/8" : 1@0.05,4@0.10, 3@0.15, R@0.20 c/e DET. VA-201-0.25x0.30 1Ø5/8" 2Ø5/8" 2Ø5/8" Estribos de Ø3/8" : 1@0.05,4@0.10, 3@0.15, R@0.20 c/e -84.287732974285 -84.287732974285 -84.287732974285 1Ø5/8" 11 -84.287732974285 2Ø5/8" 2Ø5/8" -84.287732974285 3Ø5/8" -84.287732974285 3Ø5/8" d-d c-c 3Ø5/8" 2Ø5/8" -84.287732974285 -84.287732974285 12 -84.287732974285 -84.287732974285 1Ø5/8" 1Ø3/4" DET. VA-201-0.25x0.30 Estribos de Ø3/8" : 1@0.05,4@0.10, 3@0.15, R@0.20 c/e -84.287732974285 -84.287732974285 -84.287732974285 -84.287732974285 -84.287732974285 -84.287732974285 -84.287732974285 1Ø5/8" -84.287732974285 1 2 -84.287732974285 1Ø5/8" 1Ø5/8" 2Ø5/8" 2Ø5/8" -84.287732974285 Estribos de Ø3/8" : 1@0.05,4@0.10, 3@0.15, R@0.20 c/e -84.287732974285 -84.287732974285 -84.287732974285 1Ø5/8" 3 -84.287732974285 d d 2Ø5/8" c c 2Ø5/8" -84.287732974285 1Ø5/8" Estribos de Ø3/8" : 1@0.05,4@0.10, 3@0.15, R@0.20 c/e 1Ø5/8" 2Ø5/8" 2Ø5/8" Estribos de Ø3/8" : 1@0.05,4@0.10, 3@0.15, R@0.20 c/e -84.287732974285 -84.287732974285 -84.287732974285 1Ø5/8" 4 2Ø5/8" 2Ø5/8" -84.287732974285 5 -84.287732974285 -84.287732974285 1Ø5/8" 1Ø3/4" \A1;3.93 \A1;1.30 \A1;1.30 \A1;1.00 \A1;3.92 \A1;1.00 \A1;0.60 \A1;3.93 \A1;0.80 \A1;1.30 \A1;1.30 \A1;1.00 \A1;3.92 \A1;1.00 \A1;1.30 \A1;1.30 \A1;1.00 \A1;0.80 \A1;0.25 \A1;0.25 \A1;1.00 \A1;0.30 \A1;0.30 \A1;0.60 \A1;0.25 \A1;3.93 \A1;1.30 \A1;1.30 \A1;1.00 \A1;3.92 \A1;1.00 \A1;0.60 \A1;3.93 \A1;0.80 \A1;1.30 \A1;1.30 \A1;1.00 \A1;3.92 \A1;1.00 \A1;1.30 \A1;1.30 \A1;1.00 \A1;0.80 \A1;1.00 \A1;0.60 \A1;0.25 R.400 .491 .491 .491 .491 .491 .491 .491 R1.250 2.500 2.500 1.250 3.436 1.250 1.250 1.250 1.250 .939 .957 .957 .957 2.800 1.000 1.500 2.500 .350 .350 .350 .350 .350 .350 .350 .350 1.400 1.400 .900 .900 .175 2.450 .175 1.600 -1266.850352305923 -1266.850352305923 -1266.850352305923 -1266.850352305923 -1266.850352305923 -1266.850352305923 -1266.850352305923 -1266.850352305923 -1266.850352305924 1 2 3 4 5 6 7 7 8 9 10 11 12 13 14 15 16 6 5 4 3 -1266.850352305923 -1266.850352305923 -1266.850352305923 -1266.850352305923 -1266.850352305923 -1266.850352305923 -1266.850352305923 -1266.850352305923 -1266.850352305923 -1266.850352305923 -1266.850352305923 -1266.850352305923 -1266.850352305923 -1266.850352305923 -1266.850352305923 -1266.850352305923 -1266.850352305923 -1266.850352305923 -1266.850352305923 -1266.850352305923 -1266.850352305923 -1266.850352305923 -1266.850352305923 -1266.850352305923 -1266.850352305923 -1266.850352305923 -1266.850352305923 -1266.850352305923 -1266.850352305923 -1266.850352305923 -1266.850352305923 -1266.850352305923 PRIMER TRAMO ESC: 1/25 SEGUNDO TRAMO ESC: 1/25 \A1;500 \A1;750 9Y12-01 9Y12-02 9Y12-03 06 06 06 06 06 06 06 6726.790955160875 6726.790955160875 \A1;1200 \A1;1800 \A1;1200 \A1;1600 \A1;1200 \A1;3700 \A1;1200 \A1;2200 \A1;1800 \A1;1200 \A1;3600 \A1;1200 \A1;600 \A1;200 \A1;2400 \A1;200 \A1;4000 \A1;200 \A1;4000 \A1;200 \A1;1000 \A1;3000 \A1;1720 \A1;3080 \A1;855 \A1;765 \A1;635 \A1;3495 \A1;1800 \A1;3365 \A1;2035 \A1;635 \A1;3495 \A1;700 \A1;1000 \A1;1575 \A1;2000 \A1;4400 \A1;1625 \A1;12705 \A1;12705 \A1;11400 \A1;11400 \A1;770 \A1;2145 \A1;2035 \A1;770 \A1;700 \A1;400 \A1;150 \A1;200 \A1;350 \A1;200 \A1;500 \A1;500 \A1;500 \A1;500 \A1;1200 \A1;1200 \A1;200 \A1;200 \A1;300 \A1;50 Blinding \A1;TO BE DETERMINED ON SITE \A1;03-R8-150 C/C. LINK \A1;1200 \A1;150 \A1;75 Kicker \A1;200 \A1;200 \A1;75 KICKER \A1;650 \A1;200 \A1;200 \A1;200 \A1;300 \A1;50 Blinding \A1;TO BE DETERMINED ON SITE \A1;07-R8-150 C/C. LINK \A1;1200 \A1;150 \A1;75 Kicker \A1;200 \A1;500 \A1;200 \A1;500 \A1;500 \A1;1200 \A1;1200 \A1;200 \A1;200 \A1;1625 \A1;1000 \A1;3000 \A1;1720 \A1;3080 \A1;855 \A1;765 \A1;635 \A1;3495 \A1;1800 \A1;3365 \A1;2035 \A1;635 \A1;3495 \A1;700 \A1;1000 \A1;1575 \A1;2000 \A1;4400 \A1;11400 \A1;400 \A1;12705 \A1;12705 \A1;11400 \A1;770 \A1;2145 \A1;2035 \A1;770 \A1;700 \A1;3000 \A1;200 \A1;200 \A1;2565 \A1;200 \A1;2105 \A1;STAIR WELL \A1;5700 \A1;37R8-14-150 \A1;300 \A1;50 Blinding \A1;TO BE DETERMINED ON SITE \A1;03-R8-150 C/C. LINK \A1;2200 \A1;150 \A1;75 Kicker \A1;200 \A1;200 \A1;200 \A1;500 \A1;500 \A1;2200 \A1;200 \A1;1200 \A1;500 \A1;200 \A1;800 \A1;200 \A1;500 \A1;1200 \A1;500 \A1;200 \A1;180 \A1;200 \A1;500 \A1;1580 \A1;300 \A1;50 Blinding \A1;03-R8-150 C/C. LINK \A1;1580 \A1;200 \A1;200 \A1;TO BE DETERMINED ON SITE \A1;200 \A1;570 \A1;200 \A1;500 \A1;500 \A1;1970 \A1;1580 \A1;500 \A1;200 \A1;180 \A1;200 \A1;500 \A1;150 \A1;\U+2205150 \A1;\U+2205150 \A1;1200 \A1;1200 \A1;1200 \A1;1200 \A1;900 \A1;2300 \A1;700 \A1;700 \A1;1000 \A1;1000 \A1;SOLID CONC. SLAB = 150mm \A1;SOLID CONC. SLAB = 150mm \A1;200mm SLAB = MAXSPAN 150 mm + 50mm TOPPING +100mm RIB+ A142 BRC MESH TOP \A1;1000 \A1;3000 \A1;4800 \A1;855 \A1;765 \A1;635 \A1;3495 \A1;1800 \A1;3365 \A1;2035 \A1;635 \A1;3495 \A1;700 \A1;1000 \A1;1575 \A1;2000 \A1;4400 \A1;1625 \A1;12705 \A1;12705 \A1;11400 \A1;11400 \A1;770 \A1;2145 \A1;2035 \A1;770 \A1;700 \A1;400 \A1;2105 \A1;380 \A1;1720 \A1;2105 \A1;380 \A1;1720 \A1;1200 \A1;1200 \A1;500 \A1;500 \A1;200 \A1;75 KICKER \A1;650 \A1;200 \A1;200 \A1;5700 \A1;200 \A1;300 \A1;300 \A1;2800 \A1;7700 \A1;450 \A1;1405 \A1;3495 \A1;855 \A1;3000 \A1;450 \A1;2145 \A1;200 \A1;200 \A1;200 \A1;200 \A1;200 \A1;200 \A1;250 \A1;450 \A1;200 \A1;200 \A1;250 \A1;450 \A1;1405 \A1;1405 \A1;450 \A1;400 \A1;5800 \A1;2600 \A1;2800 \A1;200 \A1;200 \A1;250 \A1;450 \A1;700 \A1;4195 \A1;3495 \A1;450 \A1;2600 \A1;2600 \A1;300 \A1;2665 \A1;7635 \A1;450 \A1;770 \A1;4195 \A1;200 \A1;200 \A1;250 \A1;150 \A1;250 \A1;2665 \A1;2665 \A1;200 \A1;150 \A1;300 \A1;400 for d12mm & d16mm \A1;250 for d10mm \A1;2115 \A1;2115 \A1;150 \A1;3000 \A1;450 \A1;4800 \A1;450 \A1;4800 \A1;200 \A1;150 \A1;450 \A1;150 \A1;200 \A1;450 \A1;300 \A1;200 \Fisocp.shx;\C2;2 Ø 3/4" \A1;6650 \A1;450 \A1;4800 \A1;1850 \A1;450 \A1;2575 \A1;5720 \A1;1720 \A1;1425 \A1;10600 \A1;450 \A1;2575 \A1;1625 \A1;1520 \A1;480 \A1;4400 \A1;2000 \A1;200 \A1;200 \A1;250 \A1;450 \A1;4200 \A1;450 \A1;4200 \A1;6400 \A1;2000 \A1;4400 \A1;5430 \A1;400 \A1;1000 \A1;1000 \A1;3430 \A1;200 \A1;150 \A1;250 \A1;400 \A1;7965 \A1;400 \A1;380 \A1;1720 \A1;3770 \A1;370 \A1;1720 \A1;3770 \A1;200 \A1;150 \A1;250 \A1;400 \A1;100 \A1;300 \A1;100 \A1;200 \A1;150 \A1;50 \A1;300 \A1;300 \A1;300 \A1;300 \A1;100 \A1;300 \A1;100 \A1;300 \A1;100 \A1;300 \A1;150 \A1;50 \A1;L \A1;L \A1;50 ±0,00 \A1;150 \A1;260 \A1;150 \A1;150 \A1;150 \A1;450 \A1;200 \A1;150 \A1;260 \A1;150 \A1;150 \A1;150 \A1;150 \A1;350 \A1;200 \A1;450 \A1;600 \A1;600 \A1;10 treads @ 260mm = 2600 \A1;1200 \A1;14 risers @ 150 = 2100 \A1;1000 \A1;1000 \A1;5 risers @ 150 = 750 \A1;2780 \A1;4 treads @ 260 = 1040 \A1;1200 \A1;1500 \A1;400 \A1;1200 \A1;1400 \A1;1118 \A1;10 TREADS @ 260 = 2600 \A1;1082 \A1;15R8-03-150 \A1;200 \A1;250 \A1;450 \A1;200 \A1;150 \A1;2700 \A1;650 \A1;200 \A1;16R8-03-150 \A1;75 KICKER \A1;300 \A1;3000 TO BE DETERMINED ON SITE 5 SCALE:- 1:20 CONC. SLAB HARD CORE CONC SRIP 5 50mm THK. BLINDING 690 5 5 5 50 BRC MESH (A142) PLINTH WALL GROUND BEAM 200 245 245 5 <> KICKER 4H16-02 5 5 5 starter bars 18R8-03-150 200 200 5 5 16R8-03-150 4H16 - 08 First fl. level. +3.00 <> KICKER 4H16 - 07 Ring beam level +5.70 5 5 5 Ground fl. level. +0.00 SCALE 1:25 SCALE 1:25 SCALE 1:25 SCALE 1:25 07 07 07 07 05 08 08 08 08 05 200 200 200 200 10 10 10 10 07 d200 09 09 09 09 07 d200 09 09 10 10 5 <> KICKER 6H12-06 5 5 5 starter bars 18R8-07-150 200 200 5 5 16R8-07-150 6H12 - 10 <> KICKER 6H12 - 09 5 5 5 5 5 5 F4 C1 C1 F1 C4 F1 C4 F1 C1 F1 C1 C1 F2 C1 F1 C1 F1 C1 F1 C1 F1 C1 F1 C1 F1 C1 F1 C1 F1 C1 \LSECTION A-A \LSECTION F-F 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 9 8 6 4 2 1 9 5 2 1 A D F H I J B F H I J SCALE:- 1:50 (NOTE: GROUND BEAM ALL THROUGH-200X350) \LFOUNDATION LAYOUT F1 C1 7 F1 C1 3 5 C E G 8H12-150 B1 6H12-150 B2 2H12-150 B2 8H12-150 B1 8H12-150 B2 8H12-150 B1 8H12-150 B2 8H12-150 B1 8H12-150 B2 5H12-150 B1 3H12-150 B2 8H12-150 B1 8H12-150 B2 5H12-150 B2 8H12-150 B1 8H12-150 B2 8H12-150 B1 8H12-150 B2 8H12-150 B1 8H12-150 B2 8H12-150 B1 8H12-150 B2 8H12-150 B1 8H12-150 B2 8H12-150 B1 8H12-150 B2 8H12-150 B1 8H12-150 B2 8H12-150 B1 8H12-150 B2 8H12-150 B1 8H12-150 B2 14H12-150 B1 8H12-150 B2 Job title: STRUCTURAL WORKING DRGS. Engineer: Architects: Client: Project: Drawing title: Drawn by: Scale: as shown DRG No: Sheet No: Date: Checked by: 01/15 01/05 MAR/2015 FOUNDATION LAY OUT, SECTION A-A, TYP. SECTION THROUGH GROUND BEAM, AND FOOTING FI DETAILS Job title: STRUCTURAL WORKING DRGS. Engineer: Architects: Client: Project: Drawing title: Drawn by: Scale: as shown DRG No: Sheet No: Date: Checked by: 01/15 02/05 MAR/2015 FOOTING (F1,F2,F3 & F4) DETAILS AND COLUMN (C1,C2,C3 & C4) DETAILS. F1 F1 F1 5 5 5 5 E 5 5 5 5 5 10 11 11 A 5 G R8-200 c/c 2H16 2H16 5 5 5 SCALE:- 1:20 200 \LTYP. SECTION THRU' GROUND BEAM C2 C2 C2 C2 C2 A A 08H12-01-150 08H12-01-150 500 500 500 500 5 5 SCALE:- 1:25 200 200 02 02 02 02 05 \L1200X1200X300 FOOTING (F1) 14 Nos. B B 5 <> Blinding 01 TO BE DETERMINED ON SITE 03-R8-150 C/C. LINK SCALE:- 1:25 5 5 <> Kicker 5 4H16 - 02 starter bars GROUND fl. level. 01 01 01 01 01 01 01 200 \LSECTION B-B \LSECTION H-H \LSECTION I-I \LSECTION G-G \LCOLUMN SECTION \Ld200 COLUMN TYPE C2 (5 Nos.) SCALE:- 1:25 \L200 x 200 COLUMN TYPE C1 (16 Nos.) SCALE:- 1:25 <> KICKER 6H12-06 5 5 starter bars 200 5 6H10 - 12 6H10 - 11 \Ld150 COLUMN TYPE C3 (2 Nos.) SCALE:- 1:25 5 <> Blinding 01 TO BE DETERMINED ON SITE 07-R8-150 C/C. LINK 5 5 <> Kicker 5 6H12 - 06 starter bars GROUND fl. level. 01 01 01 01 01 01 01 08H12-01-150 08H12-01-150 500 200 500 500 5 5 200 200 06 06 06 06 07 \L1200X1200X300 FOOTING (F1) 3 Nos. SCALE:- 1:25 SCALE:- 1:25 \LSECTION C-C C C C1 C1 C4 C4 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 10 8 6 4 2 1 10 5 2 1 A D F H I J B F H I J SCALE:- 1:50 \LFIRST FLOOR SLAB LAYOUT C1 7 C1 3 5 C E G Job title: STRUCTURAL WORKING DRGS. Engineer: Architects: Client: Project: Drawing title: Drawn by: Scale: as shown DRG No: Sheet No: Date: Checked by: 01/15 03/05 MAR/2015 FIRST FLOOR SLAB LAYOUT, RING BEAM LAYOUT, TYPICAL SECTION THRU' RING BEAM, TYPICAL ISOMETRIC SECTION THROUGH SLAB AND TYPICAL SECTION THRU' SLAB. Job title: STRUCTURAL WORKING DRGS. Engineer: Architects: Client: Project: Drawing title: Drawn by: Scale: as shown DRG No: Sheet No: Date: Checked by: Eng. 01/15 04/05 MAR/2015 R.C BEAM DETAILS AND TYPICAL BENDING DETAILS FOR BEAM BARS. 5 5 5 5 D 5 5 5 5 5 11 12 12 A 5 G C2 C2 C2 C2 C2 C3 C3 BEAM 101 (450 X 200) BEAM 102 (450 X 200) BEAM 103 BEAM 104 (450 X 200) BEAM 105 (450 X 200) BEAM 107 (450 X 200) BEAM 109 (450 X 200) BEAM 108 (300 X 200) BEAM 106 C3 C3 BEAM 113 (450 X 230) BEAM 112 (450 X 230) BEAM 114 (450 X 230) BEAM 115 (450 X 230) BEAM 116 (450 X 230) BEAM 119 (450 X 230) BEAM 118 (450 X 230) BEAM 121 (400 X 230) BEAM 120 (400 X 230) BM 110 3000 5 5 5 5 BEAM 117 13H12-01-200T1 *varies 11H12-15-200T1 8H12-150 B1 8H12-150 B1 8H12-150 B2 8H12-150 B2 7H12-150 B1 8H12-150 B1 3H12-150 B1 5H12-150 B2 5H12-150 B2 3H12-150 B1 5 04 05 06 07 08 09 10 11 12 13 14 15 20 19 18 17 16 STAIR WELL 5 37R8-14-150 5 <> Blinding 01 TO BE DETERMINED ON SITE 03-R8-150 C/C. LINK SCALE:- 1:25 5 5 <> Kicker 5 4H16 - 02 starter bars GROUND fl. level. 01 01 01 01 01 01 01 200 \LSECTION D-D 01 01 01 01 01 01 4H16 - 02 starter bars 200 15H12-01-150 08H12-44-150 500 500 5 200 02 02 02 02 05 02 02 02 02 05 5 500 200 800 200 500 D D SCALE:- 1:25 \L1200X2200X300 FOOTING (F2) 1 No. 02 02 02 02 05 06 06 06 06 07 SCALE:- 1:25 \L1580X1200X300 FOOTING (F3) 1 No. 5 500 5 180 5 500 5 8H12-47-150 3H12-48-150 E E 5 <> Blinding 03-R8-150 C/C. LINK SCALE:- 1:25 5 GROUND fl. level. 01 01 01 01 \LSECTION E-E 01 01 01 01 01 01 4H16 - 02 starter bars 200 6H12 - 06 starter bars 200 TO BE DETERMINED ON SITE 06 06 06 06 07 02 02 02 02 05 5H12-01-150 5HY12-01-150 3HY12-49-150 3H12-01-150 3H12-01-150 SCALE:- 1:25 \L1580X1970X300 FOOTING (F4) 1 No. 5 5 5 500 500 5 5 500 5 5 5 500 5H12-50-150 B B C C F F G G H H I I J J K K 150 SCALE 1:25 SCALE 1:25 12 12 12 12 14 11 11 09 11 14 11 11 12 12 \LSECTION J-J \LSECTION K-K 5 5 5 5 5 5 5 5 5H10-03-200T2 *varies 10H10-02-200T2 32H10-04-2/RB 16H12-05-1/RT 16H12-05-1/RT 12H12-06-1/RT 4H10-07-1/RT 5 5 10H12-08-1/RB 10H12-10-1/RT 10H12-09-1/RT 7H12-11-1/RB 7H12-12-1/RB 7H12-13-1/RT 5 7H12-13-1/RT 5 7H12-14-1/RB 7H12-14-1/RB *varies SOLID CONC. SLAB = 150mm SOLID CONC. SLAB = 150mm 5H10-16-200T2 *varies 5H10-17-200T2 200mm SLAB = MAXSPAN 150 mm + 50mm TOPPING +100mm RIB+ A142 BRC MESH TOP C1 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 A SCALE:- 1:100 \LRING BEAM LAYOUT 5 5 5 5 5 5 RB R01 (300 X 200) RB R05 (300 X 200) RB R07 (300 X 200) RB R04 (300 X 200) RB R02 (300 X 200) RB R08 (300 X 200) RB R09 (300 X 200) RB R03 RB R06 RB R10 (300 X 230) RB R11 (300 X 230) RB R13 (300 X 230) RB R15 (300 X 230) RB R16 (300 X 230) RB R18 (300 X 230) RB R19 (300 X 230) RB R14 (300 X 230) RB R12 (300 X 230) RB R17 1 2 4 6 10 12 C D E F G H I J A B D F G H I J 1 2 3 5 7 10 11 12 13H10-18-200T2 6H12-19-200T1 7H10-18-200T2 5 5 F3 500 500 200 <> KICKER 6H12-06 5 5 starter bars 200 4H16 - 14 4H16 - 13 \L200x200 COLUMN TYPE C4 (2 Nos.) SCALE:- 1:25 5 L L M M 200 Beam level. +2.10 5 5 D 5 5 5 F H I 5 5 14R8-11-200 7R8-11-200 17R8-11-200 1 IN No. SCALE 1:50 \LBEAM 101 (450X200) 3H16-01 3H16-01 N N A D C 5 5 5 1 IN No. SCALE 1:50 \LBEAM 102 (450X200) 5 10R8-11-200 4R8-11-200 3H16-02 3H16-02 N N SCALE 1:25 13 13 13 13 05 200 200 \LSECTION L-L SCALE 1:25 14 14 14 14 05 200 200 \LSECTION M-M 3 H16 3 H16 200 5 250 450 \LBEAM SECTION SCALE 1:25 \LN-N 2 H16 2 H16 200 5 250 SCALE 1:25 \LO-O 450 F 5 5 5 7R8-11-200 H 1 IN No. SCALE 1:50 \LBEAM 103,106 (450X200) O O 2H16-03 2H16-03 A 5 5 1 IN No. SCALE 1:50 \LBEAM 104 (450X200) B 5 5 D F P P 3H16-04 3H16-04 14R8-11-200 13R8-11-200 3 H16 3 H16 200 5 250 SCALE 1:25 \LP-P 450 5 J 5 I H 5 5 1 IN No. SCALE 1:50 \LBEAM 105,107 (450X200) H 3H16-05 P P 3H16-05 17R8-11-200 3R8-11-200 D B 5 5 5 13R8-11-200 1 IN No. SCALE 1:50 \LBEAM 108 (300X200) Q Q 3H12-06 3H12-06 E 5 5 5 G 5 5 H J 13R8-11-200 20R8-11-200 6R8-11-200 1 IN No. SCALE 1:50 \LBEAM 109 (450X200) N N R R 3H16-07 3H16-07 3 H16 3 H16 200 5 250 5 5 SCALE 1:25 \LR-R D 5 5 1 IN No. SCALE 1:50 \LBEAM 110 (300X200) 5 G S S 3H16-08 3H16-08 13R8-12-200 150 5 3 H16 3 H16 10mm 200 mm. 12mm 200 mm. 16mm 250 mm. 300 mm. 20mm Ø L 400 for d12mm & d16mm 250 for d10mm C 5 5 1 IN No. SCALE 1:50 \LBEAM 111 (300X150) 150 D S S 3H16-09 3H16-09 10R8-12-200 SCALE 1:25 \LS-S BM 111 2 5 5 4 3H16-13 1 IN No. SCALE 1:50 \LBEAM 112 (450X200) 20R8-11-200 4 5 5 5 8 2H12-14 24R8-11-200 2H12-14 1 IN No. SCALE 1:50 \LBEAM 113 (450X200) T T 2 H12 2 H12 200 5 SCALE 1:25 \LQ-Q 450 2 H12 5 2 H12 2 H12 200 SCALE 1:25 \LT-T 450 300 200 2Y16-TOP 2Y16-BTM SCALE:- 1:25 \LTYPICAL SECTION THRU' RING BEAM (300x200) 2H12-14 2 H12 4 5 5 5 8 3H16-15 24R8-11-200 3H16-15 1 IN No. SCALE 1:50 \LBEAM 114 (450X200) N N 5 D 12R8-11-150 1 5 5 3 4 5 5 6 8R8-11-200 5 7R8-11-200 12R8-11-200 3H16-16 3H16-16 1 IN No. SCALE 1:50 \LBEAM 115 (450X200) P P 1 5 5 5 1 IN No. SCALE 1:50 \LBEAM 116 (450X200) P P 3 5 6 7 10 5 5 5 5 12R8-11-200 8R8-11-200 8R8-11-200 22R8-11-200 3H16-17 3H16-17 1R8-11 5 7 5 10R8-11-200 1 IN No. SCALE 1:50 \LBEAM 117 (450X200) U U 2H12-18 2H12-18 2H12-18 2 H12 2 H12 200 SCALE 1:25 \LU-U 2 H12 5 250 450 1 5 5 5 1 IN No. SCALE 1:50 \LBEAM 118 (450X200) N N 5 21R8-11-200 3H16-19 3H16-19 3H16-13 N N 5 5 7 10 5 5 10R8-11-200 22R8-11-200 3H16-20 3H16-20 1 IN No. SCALE 1:50 \LBEAM 119 (450X200) N N 1 5 5 5 2 1 5 2 5 3H12-21 3H12-22 1 IN No. SCALE 1:50 \LBEAM 120 (400X200) 2H12-23 22R8-30-200 22R8-30-200 5R8-11-200 3H16 3 H16 200 5 5 5 SCALE 1:25 \LW-W V V 10 5 5 5 11 12 5 5 10 5 11 12 5 5 1 IN No. SCALE 1:50 \LBEAM 121 (400X200) W W 18R8-30-200 8R8-30-200 8R8-30-200 3H16-23 3H16-23 3 H12 3 H12 200 5 5 5 SCALE 1:25 \LV-V RIB 100 300 100 200 150 50 A142 BRC 1Y12-TOP +1Y12-BTM 300x300x150 maxpan SCALE:- 1:20 \LTYPICAL SECTION THRU' SLAB SCALE:- 1:20 \LTYPICAL ISOMETRIC SECTION THRU' SLAB 50mm THK TOPPING 300 1Y12-TOP +1Y12-BTM 300 300 300 100 300 100 300 100 300 150 50 A142 BRC \LTYPICAL BENDING DETAILS FOR BEAM BARS L L 5 Job title: STRUCTURAL WORKING DRGS. Engineer: Architects: Client: Project: Drawing title: Drawn by: Scale: as shown DRG No: Sheet No: Date: Checked by: 01/15 05/05 MAR/2015 STAIR CASE DETAILS. \T0.95;\LPROPOSED RENTAL HOUSES\l \T0.95;\LPROPOSED RENTAL HOUSES\l \T0.95;\LPROPOSED RENTAL HOUSES\l \T0.95;\LPROPOSED RENTAL HOUSES\l D SCALE 1:25 \L1st FLIGHT SECTION SCALE 1:25 \L2nd FLIGHT SECTION SCALE 1:25 \L3rd FLIGHT SECTION 5 5 5 5 5 5 5 5 5 5 5 5 5 7 H12-01-200B1 7 H12-03-200B1 7 H12-04-200T1 H12-07-200B2/T2 07 07 07 07 07 07 07 07 07 07 07 07 6 H12-10-200B1 6 H12-08-200B1 6 H12-09-200T1 7 H12-13-200T1 7 H12-12-200B1 *varies *varies *varies *varies *varies 7 H12-14-200T1 *varies 7 H12-15-200B1 7 H12-16-200T1 SCALE:- 1:25 \LSTAIR CASE PLAN 07-200 B2/T2 (*varies) 5 5 *varies 7 H12-02-200T1 7 H12-05-200B1 *varies 7 H12-06-200 07 07 07 07 07 07 6 H12-11-200 *varies 7 H12-02-200T1 *varies 7 H12-03-200B1 *varies 7 H12-01-200B1 *varies 7 H12-05-200B1 *varies 7 H12-06-200 *varies 7 H12-04-200T1 *varies 6 H12-10-200B1 6 H12-11-200 *varies 6 H12-08-200B1 *varies 6 H12-09-200T1 *varies 7 H12-16-200T1 7 H12-15-200B1 7 H12-12-200B1 7 H12-14-200T1 7 H12-13-200T1 5 Ground fl. level. +0.00 5 5 10 treads @ 260mm = <> 5 14 risers @ 150 = <> 5 5 5 risers @ 150 = <> 2780 4 treads @ 260 = <> 5 5 5 5 5 A B D 8 4 8 4 5 10 TREADS @ 260 = <> 5 6H10-07-200T2 8H10-07-200B2 2 H10-07-200T2 2 H10-07-200B2 15H10-07-200T2 21H10-07-200B2 A B D 15R8-03-150 5 5 5 5 5 5 5 5 16R8-03-150 <> KICKER 5 5

Language	English
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Masonry, Steel, Other
Measurement Units
Footprint Area
Building Features
Tags	autocad, beams, DETAIL, detailing, DWG, erdbebensicher strukturen, floor, FOUNDATION, layout, residential, seismic, seismic structures, slab, stairs, structural, structures, strukturen