Primary School Structural DWG Block for AutoCAD

Primary School Structural DWG Block for AutoCAD

Primary school structural works which include beams; staircase; slabs; columns and base reinforcement, and the structural roof DWGS

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

drg no, r e v i s i o n s, p.b, job no, c.o, designed, drawn, date, scale, checked, h.t, drg title, clients signature, architect, client, project, general arrangement layout, tamcon consulting engineers, nairobi., baseline architects ltd, kenya medical training college, proposed classrooms and, administration block, kericho, schedule of bases, type, size, no. off, ‘a’, length x breadth, depth, ‘b’, schedule of columns, typical detail, at internal wall, typical section thro’ verandah, foundation: general arrangement layout, ground floor slab: general arrangement layout, down, section ‘y – y’, dos, min waist, section ‘x – x’, base, type a, type b, at external wall, to be determined on site, to be determined on site, slab reinforcement same as on the opposite hand, sec a-a, sec b-b, landing lvl, water proofing, to specialist detail, roof: general arrangement layout, the specification shall take precedence. the conflicting note should in any case be brought to the attention of the structural, accordance with technical specifications, or contractors fabrications drawings approved by the engineer., per the requirements of the plant contractors., is given, laps should only be used when they are unavoidable due to stock lengths. in this case all laps, otherwise on the drawings., ew each way, drawings and specifications. any discrepancy shall be brought to the notice of engineer before commencing works., engineer., – concrete roofing tiles., rolled steel channel., galvanised mild steel., rolled steel angle., rolled steel joist., mild steel, structural floor level, universal column, universal beam, not to scale, nominal bore, circular hollow section, square hollow section, rectangular hollow section, top of concrete, ground level, gms, rsa, rsc, rsj, nts, chs, shs, rhs, toc, sfl, finished floor level, ffl, – approved water proofing membrane laid in accordance with technical specifications., the water-proofing for concrete roofs where specified shall consist of the following layers:, required tolerances as specified by the plant contractors, and shall be approved by the plant contractor or, be securely fixed in position to prevent displacement during concreting., and to colour schemes approved by the architect., engineer as directed by the engineer., and to structural engineers approval., sec c-c, sec d-d, typical ring beams, ridge, ridge line

Raw text data extracted from CAD file:

\A1;200 \A1;200 \A1;200 \A1;600 \A1;600 \A1;200 \A1;200 \A1;200 \A1;200 \A1;100 \A1;50 \A1;250 \A1;200 \A1;3000 \A1;1500 \A1;4200 \A1;3000 \A1;4200 \A1;4200 \A1;4200 \A1;3000 \A1;4200 \A1;4200 \A1;4200 \A1;4200 \A1;3000 \A1;2700 \A1;2700 \A1;1350 \A1;1350 \A1;3800 \A1;1500 \A1;2300 \A1;700 \A1;450 \A1;1500 \A1;2300 \A1;700 \A1;450 \A1;750 \A1;750 \A1;1500 \A1;1500 \A1;750 \A1;750 \A1;3000 \A1;1500 \A1;4200 \A1;3000 \A1;4200 \A1;4200 \A1;4200 \A1;3000 \A1;3000 \A1;4200 \A1;4200 \A1;4200 \A1;4200 \A1;2700 \A1;2700 \A1;1350 \A1;1350 \A1;3650 \A1;1500 \A1;2300 \A1;700 \A1;450 \A1;450 \A1;700 \A1;2300 \A1;1500 \A1;1500 \A1;2300 \A1;700 \A1;450 \A1;450 \A1;700 \A1;2300 \A1;1500 \A1;3650 \A1;1350 \A1;1350 \A1;2700 \A1;2700 \A1;4200 \A1;4200 \A1;4200 \A1;4200 \A1;3000 \A1;4200 \A1;4200 \A1;4200 \A1;3000 \A1;4200 \A1;1500 \A1;3000 \A1;1400 \A1;4600 \A1;1500 \A1;1500 \A1;6000 \A1;6000 \A1;250 \A1;2850 \A1;2850 \A1;200 \A1;500 \A1;175 \A1;50 \A1;2900 \A1;200 \A1;750 \A1;1500 \A1;250 \A1;2850 \A1;2850 \A1;150 \A1;500 \A1;150 \A1;300 \A1;50 \A1;300 \A1;200 \A1;600 \A1;1500 \A1;DOS \A1;1350 \A1;4400 \A1;150 \A1;300 \A1;3650 \A1;617 \A1;150 \A1;150 \A1;375 \A1;375 \A1;750 \A1;375 \A1;375 \A1;750 \A1;45000 \A1;7500 \A1;45000 \A1;45000 \A1;50mm drop \A1;600 \A1;200 \A1;200 \A1;200 \A1;250 \A1;50 \A1;100 \A1; D.O.S \U+2265 1200mm \A1;200 \A1; D.O.S \U+2265 1200mm \A1;200 \A1;To be determined on site \A1;250 \A1;50 \A1;100 \A1;200 \A1;200 \A1;200 \A1;600 \A1;100 \A1;50 \A1;250 \A1;125 \A1;200 \A1;125 \A1;450 \A1;200 \A1; D.O.S \U+2265 1200mm \A1; D.O.S \U+2265 1200mm \A1;150 \A1;500 \A1;175 \A1;500 \A1;TO BE DETERMINED ON SITE \A1;300 \A1;1350 \A1;1350 \A1;1300 \A1;2350 \A1;1550 \A1;1200 \A1;1200 \A1;2500 \A1;3650 \A1;2700 \A1;4200 \A1;4200 \A1;4200 \A1;4200 \A1;3000 \A1;3000 \A1;4200 \A1;4200 \A1;4200 \A1;4200 \A1;2700 \A1;2700 \A1;1350 \A1;1350 \A1;1500 \A1;2300 \A1;700 \A1;450 \A1;3000 \A1;1500 \A1;3000 \A1;450 \A1;700 \A1;2300 \A1;1500 \A1;1400 \A1;4600 \A1;45000 DRG No D F E A Nov, 2009 C B R E V I S I O N S 1:25, 1:75 P.B JOB No C.O DESIGNED DRAWN DATE SCALE CHECKED H.T DRG TITLE CLIENTS SIGNATURE ARCHITECT STRUCTURAL/CIVIL ENGINEERS CLIENT PROJECT FOUNDATION & GROUND FLOOR: General Arrangement Layout TAMCON CONSULTING ENGINEERS P.O Box 63030 - 00200 City Square, NAIROBI. BASELINE ARCHITECTS LTD P.O Box 39928 - 00623, NAIROBI. KENYA MEDICAL TRAINING COLLEGE P.O Box 30195 - 00100 GPO NAIROBI. PROPOSED CLASSROOMS AND ADMINISTRATION BLOCK TCE/STR 353 /02 TMC 2007 - 353 KERICHO \W5.33333; \LNOTES: 1. THIS DRG. IS TO BE READ IN CONJUNCTION WITH RELEVANT ARCHITECTURAL & STRUCTURAL DRGS. 2. ALL DIMENSION ARE IN mm UNLESS OTHERWISE STATED. 3. COVER TO REINFORCEMENTS. \W5.33333; FOUNDATIONS 50mm \W5.33333; COLUMNS 40mm \W5.33333; BEAMS 30mm \W5.33333; SLABS 20mm 4. FIGURED DIMENSIONS ONLY TO BE TAKEN FROM THIS DRG. 5. SECTION LEGEND \W5.33333; 1. DPC \W5.33333; 2. 150mm THK CONCRETE SLAB WITH FIBRE \W5.33333; MESH TO \W5.33333; SPECIALIST SPECIFICATION \W5.33333; 3. DPM ON 50mm THK MURRAM \W5.33333; 4. 250 MAX COMPACTED HARDCORE FILL \W5.33333; 5. BACKFILL \W5.33333; 6. 50mm THK BLINDING LAYER 6. ANY DISPREPANCY TO BE NOTIFIED TO THE ENGINEER 7. CONCRETE CLASS 20 /20 (1:2:4 MIX) TO BE USED. 8. BLINDING CONCRETE TO BE 1:3:6 MIX. 9. ALL TIMBER TO BE PRESERVATIVE TREATED. 10. ALL NAILS TO BE ORDINARY ROUND WIRE NAILS 65mm LONG BY 34mm. 11. PIPE PASSING UNDERGROUND TO BE ENCASED IN 150mm THICK CONCRETE SORROUND. SCHEDULE OF BASES TYPE SIZE No. OFF 26 1500 x 1500 'A' Length x Breadth (mm) (mm) Depth 250 'B' 600 x 600 200 10 26 'C1' (mm) Length x Breadth No. OFF SIZE TYPE SCHEDULE OF COLUMNS 300 x 200 'C2' ,'C3' 200 x 200 10 \A1;1350 \A1;1350 \A1;1300 \A1;2350 \A1;3650 \A1;2700 \A1;1500 \A1;1500 \A1;250 \A1;50 \A1;100 \A1;75 \A1; D.O.S \U+2265 1200mm \A1;550 \A1;200 \A1;100 \A1;650 \A1;650 \A1;100 \A1;100 \A1;650 \A1;300 \A1;200 \A1; D.O.S \U+2265 1200mm \A1;275 \A1;200 \A1;275 \A1;275 \A1;275 \A1;200 \A1;50 \A1;100 \A1;75 \A1;200 \A1;200 \A1;200 \A1;750 \A1;750 \A1;1500 \A1;750 \A1;18(03) \A1;16Y8-03-150 Links \A1;150 \A1;100 \A1;75 \A1;KICKER 75 \A1;300 \A1;500 \A1;2850 \A1;2850 \A1;300 \A1;200 \A1;600 \A1;600 \A1;300 \A1;200 \A1;18(08) \A1;16Y8-08-150 Links \A1;150 \A1;200 \A1;200 \A1;200 \A1;200 \A1;100 \A1;75 \A1;KICKER 75 \A1;300 \A1;500 \A1;2900 \A1;2850 \A1;600 \A1;600 \A1;21(12) \A1;6Y8-12-200 Links \A1;100 \A1;75 \A1;KICKER 75 \A1;300 \A1;300 \A1;4550 \A1;1550 \A1;800 \A1;800 \A1;1500 \A1;3000 \A1;3000 \A1;1500 \A1;3000 \A1;3000 \A1;1500 \A1;3000 \A1;3000 \A1;500 \A1;500 \A1;6000 \A1;4200 NTS \A1;4200 \A1;4200 NTS \A1;700 \A1;700 \A1;2400 \A1;700 \A1;700 \A1;600 \A1;4200 NTS \A1;150 \A1;300 \A1;150 \A1;500 \A1;200 \A1;200 \A1;200 \A1;200 \A1;150 \A1;300 \A1;150 \A1;500 \A1;200 \A1;200 \A1;150 \A1;300 \A1;150 \A1;500 \A1;200 \A1;175 \A1;500 \A1;200 \A1;150 \A1;500 \A1;200 \A1;150 \A1;500 \A1;200 \A1;500 \A1;150 \A1;300 \A1;600 \A1;200 \A1;450 \A1;200 \A1;1200 \A1;1200 \A1;50 \A1;150 \A1;450 \A1;500 \A1;200 \A1;500 \A1;175 \A1;150 \A1;500 \A1;TO BE DETERMINED ON SITE \A1;9 EQUAL TREADS = 2250 \A1;1300 \A1;19 EQUAL RISERS=2850 \A1;150 \A1;250 \A1;4200 \A1;4200 \A1;4200 \A1;4200 \A1;3000 \A1;4200 \A1;4200 \A1;4200 \A1;4200 \A1;2700 \A1;2700 \A1;1350 \A1;1350 \A1;3650 \A1;1500 \A1;2300 \A1;700 \A1;450 \A1;3000 \A1;1500 \A1;3000 \A1;450 \A1;700 \A1;2300 \A1;1500 \A1;1400 \A1;4600 \A1;45000 \A1;1200 \A1;1517 \A1;2250 \A1;1875 \A1;1892 \A1;7533 \A1;1000 \A1;2500 \A1;2517 \A1;1756 \A1;1500 \A1;6017 \A1;3650 \A1;2250 \A1;1875 \A1;1892 \A1;1500 \A1;125 \A1;1650 \A1;1750 \A1;125 \A1;1756 \A1;776 \A1;1517 \A1;1000 \A1;2500 \A1;2517 \A1;500 \A1;500 \A1;200 \A1;175 \A1;150 \A1;500 \A1;TO BE DETERMINED ON SITE \A1;1200 \A1;150 \A1;450 \A1;500 \A1;150 \A1;175 \A1;500 \A1;TO BE DETERMINED ON SITE \A1;1400 \A1;To be determined on site \A1;To be determined on site \A1;150 \A1;6Y8-08-150 Links \A1;150 \A1;200 \A1;200 \A1;100 \A1;75 \A1;300 \A1;1350 \A1;600 \A1;\U+2205300 \A1;\U+2205300 \A1;3000 \A1;1200 \A1;150 \A1;50 \A1; D.O.S \U+2265 1200mm \A1;550 \A1;200 \A1;100 \A1;650 \A1;650 \A1;650 \A1;1500 \A1;250 \A1;50 \A1;100 \A1;100 \A1;1500 \A1;1500 \A1; D.O.S \U+2265 1200mm \A1;275 \A1;200 \A1;275 \A1;275 \A1;200 \A1;275 \A1;750 \A1;750 \A1;200 \A1;50 \A1;750 \A1; D.O.S \U+2265 1200mm \A1;600 \A1;300 \A1;600 \A1;600 \A1;600 \A1;1500 \A1;250 \A1;50 \A1;300 \A1;1500 \A1;1500 \A1;Y8-12-200 Links \A1; D.O.S \U+2265 1200mm \A1;275 \A1;200 \A1;275 \A1;275 \A1;200 \A1;275 \A1;750 \A1;750 \A1;200 \A1;50 \A1;750 \A1;Y8-08-150 Links \A1;Y8-03-150 Links \A1;Y8-08-150 Links \A1;200 \A1;300 \A1;4200 \A1;4200 \A1;4200 \A1;4200 \A1;3000 \A1;4200 \A1;4200 \A1;4200 \A1;4200 \A1;250 \A1;250 \A1;1350 \A1;1350 \A1;3650 \A1;3000 \A1;1500 \A1;3000 \A1;1400 \A1;4600 \A1;40100 \A1;7533 \A1;1500 \A1;6017 \A1;3650 \A1;1600 \A1;1517 \A1;2250 \A1;1875 \A1;1892 \A1;1000 \A1;2500 \A1;2517 \A1;1756 \A1;2250 \A1;1875 \A1;1892 \A1;1500 \A1;125 \A1;1650 \A1;1750 \A1;125 \A1;1756 \A1;776 \A1;1517 \A1;1000 \A1;2500 \A1;2517 \A1;750 \A1;200 \A1;3000 \A1;1500 \A1;1500 \A1;699 \A1;3000 \A1;1500 \A1;1500 \A1;699 \A1;4200 \A1;4200 NTS \A1;4200 \A1;4200 \A1;700 \A1;700 \A1;2400 \A1;700 \A1;700 \A1;600 5 50mm THICK BLINDING LAYER 100 5 250 5 5 5 5 SCALE 1:25 TYPICAL DETAIL AT INTERNAL WALL TYPICAL SECTION THRO' VERANDAH SCALE 1:25 5 5 5 5 50mm THICK BLINDING LAYER 5 5 5 5 M L 5 K 5 J 5 H 5 5 5 5 5 E 5 D C B 5 5 5 A F G N 5 5 5 5 5 5 5 5 5 5 5 FOUNDATION: GENERAL ARRANGEMENT LAYOUT 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 C2 C2 C4 C4 C3 C3 C4 C4 C2 C2 5 5 5 5 5 5 C2 C2 C4 C4 C3 C3 C4 C4 C2 C2 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 GROUND FLOOR SLAB: GENERAL ARRANGEMENT LAYOUT SCALE 1:75 5 5 5 5 5 5 5 5 5 5 5 N G F A 5 5 5 B C D 5 E 5 5 5 5 5 H 5 J 5 K 5 L M 5 5 5 up up up down up 5 M L K 5 J 5 H 5 5 5 5 E 5 D C B 5 5 5 F G N 5 5 5 5 5 5 5 SCALE 1:75 1st FLOOR SLAB: GENERAL ARRANGEMENT LAYOUT 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 C2 C2 C4 C4 C3 C3 A up 5 5 5 5 5 5 5 C4 C4 C2 C2 FF B1 FF B2 FF B3 FF B4 FF B5 FF B6 FF B7 FF B8 FF B9 FF B10 FF B11 FF B12 FF B13 5 5 FF B14 FF B15 FF B16 FF B17 FF B18 (FF B19 below) FF B20 FF B21 (FF B22 below) FF B24 FF B23 FF B25 FF B26 FF B27 5 4 2 1 C2 C2 5 1 2 4 5 5 Section 'Y - Y' 5 5 5 5 5 5 DOS (min. 1200) 5 5 5 5 5 5 5 5 (min. 1200) DOS 5 5 5 5 5 5 5 5 5 FF B19 FF B2 FF B7 FF B10 C1 C1 C2 C2 DOS 5 5 5 5 5 150 min waist C1 FF B1 FF B16 FF B6 C1 FF B9 SCALE 1:75 Section 'X - X' S1 S1 S1 S1 S2 S1 S1 S1 S1 S2 BASE Type A BASE Type B 5 5 5 5 5 5 5 5 5 5 5 1 2 3 4 4 3 2 1 5 5 BASE Type A BASE Type A BASE Type A BASE Type A BASE Type A BASE Type A BASE Type A BASE Type A BASE Type A BASE Type A BASE Type A BASE Type A BASE Type A BASE Type A BASE Type A BASE Type A BASE Type A BASE Type A BASE Type A BASE Type A BASE Type A BASE Type A BASE Type A BASE Type A BASE Type A BASE Type A BASE Type B BASE Type B BASE Type B BASE Type B BASE Type B BASE Type B BASE Type B BASE Type B BASE Type B BASE Type B <>mm drop AT EXTERNAL WALL SCALE 1:25 TYPICAL DETAIL 6 5 4 3 2 1 5 5 5 5 250 5 100 50mm THICK BLINDING LAYER 5 D.O.S \U+2265 1200mm Y10-01-200B1 3Y8-02B2 REINFORCEMENT TO SF1 SCALE 1:25 1 50mm THICK BLINDING LAYER 5 D.O.S \U+2265 1200mm To be determined on site 250 5 100 5 5 5 5 1 1 1 1 1 1 1 SEC 1-1 SCALE 1:25 5 50mm THICK BLINDING LAYER 100 5 250 5 5 5 5 D.O.S \U+2265 1200mm D.O.S \U+2265 1200mm SCALE 1:75 1 1 2 2 5 5 5 5 TO BE DETERMINED ON SITE BEAM 19 BEAM 18 SEC 1-1 SCALE 1:25 X X Y Y 1 2 3 4 BASE Type A SCALE 1:75 5 down C3 C3 FF B10 FF B12 FF B20 FF B21 C2 C2 5 5 5 5 5 5 5 5 STAIRCASE 03(01,02 SIMILAR) SCALE 1:25 5 5 SF1 SF1 SF2 SF2 SF2 SF1 SF2 SF2 SF1 SF2 SF2 SF1 SF2 SF1 SF2 SF2 SF1 SF2 SF2 SF1 SF2 SF2 SF2 SF2 SF2 SF1 SF1 SF1 SF1 SF1 SF1 SF2 SF2 SF1 SF1 SF1 SF1 SF1 SF1 SF1 SF1 SF2 SF1 SF1 SF1 SF1 SF1 SF1 SF1 SF1 SF2 SF2 up 5 M L K 5 J 5 H 5 5 5 5 5 E 5 D C B 5 5 5 F G N 5 5 5 5 5 5 SCALE 1:75 1st FLOOR SLAB: REINFORCEMENT LAYOUT A up 5 5 5 5 5 5 5 5 5 5 1 2 3 4 6Y8-01-250T2 01 02 03 04 05 06 6Y8-02-250B2 6Y10-03-250T1 6Y10-04-250B1 5Y12-05-300T1 5Y12-06-300B1 5Y8-07-250T2 5(07) 6(07) 5(07) 6(07) 5(07) 4Y8-08-250T2 8(08) 5(08) 7(08) 7(08) 5(08) 8(08) 4(08) 17Y8-09-250B2 30Y10-10-200B1 24Y12-11-250T1 30Y10-12-200B1 30(12) 30(10) 24(11) 24Y10-13-250T1 17(09) 17(09) 17(09) 5Y8-14-250T2 5(14) 6(14) 5(14) 6(14) 5(14) 6(11) 6(11) 8(12) 8(12) 6(13) 17Y8-16-250T2 17(16,17) 17(16,17) 17Y8-17-250B2 24Y12-19-250B1 19(09) 6(09) 4(08) 5(08) 6(08) 24Y12-21-250B1 6(30) 17(16,17) 5Y8-18-250T2 24Y12-20-250T1 5(18) 6(20) 5Y12-26-300T1 5Y12-27-300B1 26 27 5Y12-22-300B1 Y8-25-250B2 & T2 12(16,17) 4(16,17) 6Y12-28-250B1 6Y12-31-250B1 5(23,24) (25) 12(16,17) SLAB REINFORCEMENT SAME AS ON THE OPPOSITE HAND FF B12 FF B20 5Y12-01-300B1 C2 C2 5 5 5 5 STAIRCASE 03 (01, 02 SIMILAR) SCALE 1:25 5 5 01 Y8-02-250B2 & T2 5Y12-03-300B1 5Y12-04-300B1 5Y12-05-300T1 12Y8-06-250B2 & T2 (02) 5Y12-07-300B1 5Y12-09-300T1 5Y12-08-300T1 5Y12-10-300B1 SEE 1st Flr REBAR 02 03 04 06 05 09 08 07 10 05/26 06/27 03 04,05 08 10 07,09 10 SEC 1-1 SCALE 1:25 SEC 2-2 SCALE 1:25 2 2 1 1 8Y12-01-200B2 5 5 8(01) Y8-03-150 Links 4Y12-02 5 5 5 5 D.O.S \U+2265 1200mm 01 01 5 5 5 5 5 5 5 5 1 1 \A1;02 \A1;02 \A1;02 \A1;02 \A1;03 5 5 01 BASE TYPE 'A' (THUS 26No.) SCALE 1:25 A A SEC A-A SEC 1-1 5Y12-04-200B2 5 5 5(04) Y8-06-150 Links 4Y12-05 5 5 5 5 D.O.S \U+2265 1200mm 04 04 04 5 5 5 5 5 5 2 2 \A1;05 \A1;05 \A1;05 \A1;05 \A1;06 5 5 BASE TYPE 'B' (THUS 10No.) SCALE 1:25 B B SEC B-B SEC 2-2 5 5 18(03) 4Y12-05 4Y12-04 16Y8-03-150 Links 150 5 5 KICKER <> 5 5 5 5 \A1;03 SEC 3-3 5 5 5 5 \A1;GRD. FLR LVL 1ST FLR LVL \A1;EAVES LVL \A1;04 \A1;04 \A1;04 \A1;04 C1 3 3 \A1;03 SEC 4-4 5 5 \A1;05 \A1;05 \A1;05 \A1;05 4 4 18(08) 4Y12-10 16Y8-08-150 Links 150 5 5 KICKER <> 5 5 5 5 \A1;08 SEC 5-5 5 5 5 5 \A1;GRD. FLR LVL 1ST FLR LVL \A1;EAVES LVL \A1;09 \A1;09 \A1;09 \A1;09 5 5 \A1;08 SEC 6-6 5 5 \A1;10 \A1;10 \A1;10 \A1;10 6 6 21(12) 6Y8-12-200 Links 5 5 KICKER <> 5 5 5 5 SEC 7-7 5 5 \A1;GRD. FLR LVL LANDING LVL \A1;EAVES LVL 7 7 8 8 2Y20-01 2Y16-03 2Y12-04 2Y16-06 8Y8-02-200 10Y8-05-300 10(05) BEAM FF B14 (500/300 X 200)(FF B18, B19, B21, B22, B26 SIMILAR) SCALE 1:25 5 5 5 1 2 3 4 3Y20-07 2Y16-09 2Y20-08 3Y20-11 8Y8-02-200 7Y8-05-300 10(05) BEAM FF B15 (500/300 x 200)(FF B17, B20, B23, B25 SIMILAR) SCALE 1:25 5 5 5 1 2 3 4 2Y20-10 5Y8-05-200 3Y20-07 2Y16-12 2Y12-04 2Y16-06 8(02) 10(05) 10(05) BEAM FF B16 (500/300 x 200)(FF B24 SIMILAR) SCALE 1:25 5 5 5 1 2 3 4 2Y12-13 F H 2Y20-14 3Y20-16 2Y20-15 20(05) 5 5 BEAM FF B7 (500 x 200)(FF B2 SIMILAR) SCALE 1:25 5 B C D E F 4200 NTS 5 4200 NTS 2Y12-17 2Y12-19 2Y12-18 2(18) 2Y16-20 2(20) 20 20 5 5 5 5 5 5 BEAM FF B1 (500 x 200)(FF B3, B6, B8 SIMILAR) SCALE 1:25 8 8 4200 NTS 14(05) 7 7 5 5 5 5 01 01 03 03 02 05 04 04 06 06 SEC 7-7 SEC 8-8 5 5 5 5 5 5 07 07 09 09 02 05 08 08 11 11 SEC 5-5 SEC 6-6 5 5 5 5 5 5 07 07 12 12 02 05 04 04 06 06 SEC 3-3 SEC 4-4 5 5 5 5 05 13 13 16 16 SEC 2-2 5 5 5 05 19 19 20 20 SEC 1-1 5 10 10 6Y10-10a @ 1000mm C/C 10a 6 6 5 5 4' 4' 3 3 15 15 10a 6Y10-10a @ 1000mm C/C 2 2 1 1 4 4 5 5 05 04 04 06 06 SEC 4'-4' 5 13 13 10a 5 05 21 2Y12-21 23 2Y16-22 BEAMS FF B4,5,10,12,13,27 5 5 Y8-24-300 24 2Y12-25 23 2Y16-23 BEAMS FF B9, B11 5 14(05) 14(05) 14(05) (300 x 150) (500 x 200) SCALE 1:25 SCALE 1:25 5 5 Y10-03-200B1 3Y8-04B2 REINFORCEMENT TO SF2 SCALE 1:25 5 5 Water proofing to specialist detail 5 5 5 FF B2 4 5 5 5 5 3 3 SEC 3-3 SCALE 1:25 175 5 150 5 TO BE DETERMINED ON SITE BEAM 22 BEAM 21 SEC 2-2 SCALE 1:25 H F 9 EQUAL TREADS = <> 5 19 EQUAL RISERS=<> 5 5 down up 5 M L K 5 J 5 H 5 5 5 5 E 5 D C B 5 5 5 F G N 5 5 5 5 5 5 5 SCALE 1:75 ROOF: GENERAL ARRANGEMENT LAYOUT 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 C2 C2 C4 C4 C3 C3 A up 5 5 5 5 5 5 5 C4 C4 C2 C2 RB1 RB2 RB3 RB4 RB5 RB6 RB7 5 5 RB8 RB9 RB10 RB11 RB12 (RB13 below) RB14 RB15 (RB16 below) RB18 RB17 RB19 RB20 RB21 C2 C2 5 X X Y Y 1 2 3 4 5 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T2 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T2 T2 2 5 5 5 5 5 5 5 5 SCALE 1:50 TRUSS T1(30No. THUS) 5 5 5 5 5 5 5 5 5 5 5 5 SCALE 1:50 TRUSS T2(3No. THUS) 2 1 5 5 5 5 5 5 150 x 50 150 x 50 150 x 50 STAIRSCASE 01 STAIRSCASE 02 STAIRSCASE 03 16 17 8(12) 5 5 5 5 TO BE DETERMINED ON SITE 08 SEC 1-1 SCALE 1:25 5 4 5 5 5 5 SEC 4-4 SCALE 1:25 175 5 150 5 TO BE DETERMINED ON SITE SEC 2-2 SCALE 1:25 H F 13Y8-30-250T2 5Y8-29-250T1 08 09 09 26 26 20 20 21 21 09 08 08 09 19 10 09 27 08 08 09 09 19 08 08 09 09 20 21 19 21 19 5 1 1 2 2 4 4 3 3 24 28 22 23 22 28 24 24 23 5Y12-23-300B1 5Y12-24-300B1 F To be determined on site To be determined on site SEC 3-3 SCALE 1:25 6Y16-13 5 6Y16-14 12 13 13 13 13 13 13 SEC 8-8 12 14 14 14 14 14 14 6Y8-08-150 Links 5 5 5 5 5 \A1;08 SEC 9-9 5 5 5 \A1;GRD. FLR LVL LANDING LVL \A1;16 \A1;16 \A1;16 \A1;16 9 9 4Y12-16 5 5 5 the specification shall take precedence. The conflicting note should in any case be brought to the attention of the Structural 1.6 In the event that any of the notes given in this drawing are in conflict with the requirements of the Technical specification, 4.2 Unless otherwise stated on the drawings minimum clear concrete cover to main reinforcement (i.e excludes links) to be as follows: shall be Staggered a minimum of 1200mm. The top bar splices should be located 'WITHIN THE MIDDLE HALF OF THE SPAN', Foundations 50mm Super-structure walls 25mm Beams 30mm (bottom and sides) and 40mm (top) accordance with Technical Specifications or contractors fabrications drawings approved by the Engineer. per the requirements of the plant contractors. 6.2 Grouting for foundations supporting plant and machinery supplied by plant contractors shall be as 6.1 All grouting for bolt pockets and under structural steel base plates shall be done with non-shrink cement grout in 5.6 All open ends of R.H.S. and S.H.S. sections shall be blocked with 3mm thick plates unless noted otherwise. 5.5 Protection of the structural steelwork to be as per the Technical Specifications. 5.4 Contractor shall submit shop drawings for the approval of the Engineer prior to commencement of fabrication. 5.3 Connection details for all structural steelwork to be in accordance with Engineer's drawings. 5.2 All bolted connections to use grade 8.8 bolts with washers unless noted otherwise. 5.1 All structural steel work to be grade 43A or 43C unless noted otherwise. 4.4 Minimum laps to all bars to be 50 x Diameter of smaller bar unless otherwise stated. 4.3 Legend for reinforcement specified on the drawings is as follows : Maximum tolerance on concrete cover to be +/- 5mm. 6. Cement Grout 5. Structural Steel B2 Bottom 2nd layer B1 Bottom 1st layer Slabs & Staircases 25mm Ground floor slab (bottom & sides) 50mm Columns 40mm Water tank walls 40mm Retaining walls 40mm Ground floor slab (top) 30mm 4.5 When reinforcing Steel is noted as continuous in beams, Slabs and/or Walls, or when only a typical section is given, laps should only be used when they are unavoidable due to stock lengths. In this case all laps and the bottom bar splices should be located at 'SUPPORTS or BETWEEN SUPPORTS & 1/3 SPAN POINT' unless noted otherwise on the drawings. T2 Top 2nd layer T1 Top 1st layer EW Each Way 4.1 All high tensile (T) and mild steel (R) bars to be in accordance with B.S. 4449 and mesh fabric to be made from 1.1 All drawings shall be read in conjunction with the relevant G.A., Services, Architectural, equipment supplier's drawings and specifications. Any discrepancy shall be brought to the notice of Engineer before commencing works. cold worked steel bars in accordance with B.S. 4483. 3.4 Concrete grade for precast concrete elements & Water retaining Structures shall not be less than grade C30. 3.3 Concrete grade for all reinforced concrete works shall be grade C20 unless noted otherwise. 3.2 Blinding and mass concrete shall be grade E (1 : 3 : 6) or grade C15 unless noted otherwise. 3.1 Concrete mix designs shall be submitted to the Engineer for approval prior to commencement of any concrete works. 2.1 Foundation formation levels to be determined on site to the approval of the Engineer. 2. Foundation Formation Level 1.5 All levels indicated are finished floor levels unless noted otherwise. 1.3 All contours and levels are in metres, unless noted otherwise. 1.2 All dimensions are in millimetres unless noted otherwise. 4. Reinforcement 1.4 All grid ordinates are in metres. 3. Concrete Engineer. 1. General - Concrete Roofing Tiles. Rolled steel channel. Galvanised mild steel. Rolled steel angle. Rolled steel joist. Mild steel Structural floor level Universal column Universal beam Not to scale Nominal bore Circular hollow section Square hollow section Rectangular hollow section Top of concrete Ground level GMS RSA MS RSC RSJ UC UB NTS CHS SHS NB RHS TOC SFL GL 11.1 General legend used on the drawings is as follows 11. Legend Finished floor level FFL - Approved water proofing membrane laid in accordance with Technical Specifications. The water-proofing for concrete roofs where specified shall consist of the following layers: 10.2 All structural steelwork delivered to site shall be primed and painted in accordance with the Technical specifications, 9.5 Bolts for connection of timber members shall be 16mm dia. black bolts with washers unless noted otherwise. 9.4 All timber rafters and trusses shall be fixed to wall plate using nails and 3mm thick bend plate. 9.1 All timber to be seasoned cypress Grade II (structural) grade or better in accordance with Technical specifications 8.1 All built-in items for erection of steelwork and plant by other contractors to be set to the 7.2 Holding down bolts shall be set in position as indicated on the drawings by means of templates and shall required tolerances as specified by the plant contractors, and shall be approved by the plant contractor or 7.1 All holding down bolts shall be of grade 8.8 unless noted otherwise. 10.3 Finishes for exposed concrete roof and gutters shall be as follows : 10.1 Finishes to structural elements shall be in accordance with Architectural drawings 9.3 Wall plate to be fixed to concrete beam with 12mm dia. bolts at 600mm c/c. 9.2 All timber shall be preservative treated as per Technical Specifications. 8. Built-in items for plant contractors be securely fixed in position to prevent displacement during concreting. and to colour schemes approved by the Architect. Engineer as directed by the Engineer. and to Structural Engineers approval. - Minimum 12mm thick cement screed laid to falls. 10. Finishes 9. Timber 7. Holding Down Bolts C2 C2 BASE Type B BASE Type B C2 C2 5 5 5 RB12 RB2 RB5 RB7 RB8 RB13 RB1 RB10 RB4 8Y12-01-200B2 5 5 8(01) 5 5 D.O.S \U+2265 1200mm 01 01 5 5 5 5 5 5 5 5 BASE TYPE 'A' (THUS 26No.) SCALE 1:25 A A SEC A-A 5 4Y12-02 01 5Y12-06-200B2 5 5 5(06) 4Y12-07 5 5 D.O.S \U+2265 1200mm 06 06 06 5 5 5 5 5 5 BASE TYPE 'B' (THUS 6No.) SCALE 1:25 B B SEC B-B 5 8Y12-01-200B2 5 5 8(01) 6Y16-11 5 5 D.O.S \U+2265 1200mm 01 01 01 5 5 5 5 5 5 BASE TYPE 'A' (THUS 2No.) SCALE 1:25 C C SEC C-C 5 Y8-12-200 Links 5Y12-06-200B2 5 5 5(06) 4Y12-15 5 5 D.O.S \U+2265 1200mm 06 06 06 5 5 5 5 5 5 BASE TYPE 'B' (THUS 4No.) SCALE 1:25 D D SEC D-D 5 Y8-08-150 Links C2 C3 C4 Y8-03-150 Links Y8-08-150 Links 4Y12-09 5 02 27 2Y12-27 26 2Y16-26 TYPICAL RING BEAMS 5 (300 x 200) SCALE 1:25 C3 C3 5 M L K 5 J 5 H 5 5 5 5 E 5 D C B 5 5 5 F G 5 5 5 SCALE 1:75 ROOF: GENERAL ARRANGEMENT LAYOUT 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 C3 C3 5 5 5 RB1 RB2 RB3 RB4 RB5 RB6 5 5 RB9 RB10 RB11 (RB12 below) RB17 RB18 (RB19 below) RB18 RB20 C2 C2 5 X X Y Y 1 2 3 4 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T2 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T2 T2 2 5 5 5 5 5 5 5 5 SCALE 1:50 TRUSS T1(30No. THUS) 5 5 5 5 5 5 5 5 5 5 5 5 SCALE 1:50 TRUSS T2(3No. THUS) 2 1 5 5 5 5 5 5 150 x 50 150 x 50 100 x 50 RB7 RB8 RB13 RB14 RB8 RB7 RB5 RB2 RB4 RB1 5 150 x 50 150 x 50 150 x 50 150 x 50 150 x 50 150 x 50 150 x 50 150 x 50 150 x 50 150 x 50 150 x 50 150 x 50 150 x 50 150 x 50 TRUSS TR2 TRUSS TR1 T3a T3 T3 RIDGE VR VR RIDGE LINE TRUSS T1 TRUSS T2 RB13 STAIRCASE 03 5 5 5 5 5 5 SCALE 1:50 TRUSS T3(2No. THUS) RB14 RB13 100 x 50 100 x 50 100 x 50 100 x 50 5 5 5 5 SCALE 1:50 TRUSS T3a(1No. THUS) RB14 RB13 100 x 50 100 x 50 100 x 50 100 x 50 B C D E F 5 5 4200 NTS 2Y12-17 2Y12-19 2Y12-18 2(18) 2Y16-20 2(20) 20 20 5 5 5 5 5 5 BEAM FF B1 (500 x 200)(FF B3, B6, B8 SIMILAR) SCALE 1:25 5 14(05) 1 1 14(05) 14(05) 14(05)

Language	English
Drawing Type	Block
Category	Schools
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel, Other
Measurement Units	Metric
Footprint Area
Building Features
Tags	autocad, base, beams, block, College, columns, DWG, include, library, primary, school, slabs, staircase, structural, university, works