Structural Elements And Foundation Details DWG Detail for AutoCAD

Structural Elements And Foundation Details DWG Detail for AutoCAD

Structural elements and foundation details

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

symbols key, fluorscent laminar closed to ceiling, single pole one way switch cm., drum ceiling lighting lamp unit., wall mounted lighting lamp unit., double pole switch cm., telephone socket type basic points., single pole one way switch but water proof, electrical socket., three phase electrical socket, secondary electrical distribution panel., electrical socket water proof., earthing system is mm of galvanized steel located within, concrete foundation and it has to be less than ohm, nyy, nyy, str, spr, timmer, relay, mm xlpe cable, hrc fuse, hrc fuse, kwh, xlpe cable, kwh, kwh, kwh, mm xlpe cable, hrc fuse, kwh, xlpe cable, meter, fuse, s.c.c.b., kwh, tv socket, timmer, main board, hrc fuse, hrc fuse, hrc fuse, b.b, hrc fuse, m.d.b., ditto but water proof., laminar general symbol, mains, ltl, cts, cts, cts, nyy, spr, hrc fuse, xlpe cable, kwh, nyy, kwh, nyy, spr, xlpe cable, hrc fuse, frame, stub columns for, future extension, general arrangement of structural elements, at roof floor, high, see staircase roof details, dwg no., high, future extension, stub columns for, col. type, col. type, col. type, general arrangement of structural elements, canopy, at level, canopy, frame, frame, canopy, at level, canopy, frame, canopy, frame, canopy, canopy, symbols key, fluorscent laminar closed to ceiling, single pole one way switch cm., drum ceiling lighting lamp unit., wall mounted lighting lamp unit., double pole switch cm., telephone socket type basic points., single pole one way switch but water proof, electrical socket., three phase electrical socket, secondary electrical distribution panel., electrical socket water proof., earthing system is mm of galvanized steel located within, concrete foundation and it has to be less than ohm, nyy, nyy, str, spr, timmer, relay, mm xlpe cable, hrc fuse, hrc fuse, kwh, xlpe cable, kwh, kwh, kwh, mm xlpe cable, hrc fuse, kwh, xlpe cable, meter, fuse, s.c.c.b., kwh, tv socket, timmer, main board, hrc fuse, hrc fuse, hrc fuse, b.b, hrc fuse, m.d.b., ditto but water proof., laminar general symbol, mains, ltl, cts, cts, cts, nyy, spr, hrc fuse, xlpe cable, kwh, nyy, kwh, nyy, spr, xlpe cable, hrc fuse, any queries than the above mentioned should, that the proposed data comply with the existing soil., before commencement of excavation to ensure, general arrangement of ground beams, bothways, both ways, section, ground slab thick, section, sheething felt, ground slab thick, bothways, ground slab thick, bothways, bothways, ground slab thick, stub ground beam, for future extension, sheething felt, expansion joint, stub ground beam, for future extension, bothways, thick, ground slab, starters of, staircase, see details, l.m.c. on, well compacted natural soil, for future extension, stub ground beam, ground beam, detail, scale, for, well compacted, kurkar, both way, section, well compacted, kurkar, compacted thickness., in selected granular material, in layers not exceeding cm., backfill to foundation excavation, approved by the director of, dug material can be used when, bothways, l.m.c. on, well compacted natural soil, well compacted natural soil, l.m.c. on, well compacted natural soil, l.m.c. on, sheething felt, bothways, well compacted natural soil, l.m.c. on, general arrangement of

Raw text data extracted from CAD file:

SYMBOLS KEY 1x36W FLUORSCENT LAMINAR CLOSED TO CEILING 2x36W FLUORSCENT LAMINAR CLOSED TO CEILING SINGLE POLE ONE WAY SWITCH h=120 Cm. DRUM CEILING LIGHTING LAMP 60W UNIT. WALL MOUNTED LIGHTING LAMP 60W UNIT. DOUBLE POLE SWITCH h=120 Cm. TELEPHONE SOCKET TYPE BASIC POINTS. SINGLE POLE ONE WAY SWITCH BUT WATER PROOF 1x16A - 220V ELECTRICAL SOCKET. THREE PHASE ELECTRICAL SOCKET SECONDARY ELECTRICAL DISTRIBUTION PANEL. 1x16A - 220V ELECTRICAL SOCKET WATER PROOF. 2 SDB-F EARTHING SYSTEM IS 3X30 mm OF GALVANIZED STEEL LOCATED WITHIN CONCRETE FOUNDATION AND IT HAS TO BE LESS THAN 2 OHM 16A NYY 3X1.5mm2 NYY 3X2.5mm2 NYY 3X2.5mm2 NYY 3X2.5mm2 NYY 3X1.5mm2 NYY 3X1.5mm2 C A B D E F 10A 10A 10A 16A 16A NYY 3X1.5mm2 NYY 3X2.5mm2 NYY 3X2.5mm2 Str Spr G TIMMER RELAY 16A 16A 16A 3X4 mm XLPE CABLE 3X4 mm XLPE CABLE SDB-B SDB-A 2 2 R S 1X25A HRC Fuse 1X25A HRC Fuse KWH 1-PH 230V,5A XLPE CABLE (MAIN CABLE) 4X25 mm 230V,5A KWH 1-PH KWH 230V,5A 1-PH 3X10A 400V,5A KWH 3-PH 3X10A 3X4 mm XLPE CABLE 3X4 mm XLPE CABLE 3X4 mm XLPE CABLE 3X4 mm XLPE CABLE 2 HRC Fuse 2X40A/0.03A 1X25A 1-PH KWH 25A 3X4 mm XLPE CABLE 2 SDB-F 2 SDB-S SDB-T 2 2 1PH Watt-Hour Meter 1PH Fuse 1PH S.C.C.B. 1PH KWH SDB-FR TV SOCKET . T TIMMER MAIN BOARD T S R HRC Fuse 1X25A 1X25A HRC Fuse 1X25A HRC Fuse A V A 3X10A 3-PH B.B A B R Y T 1X25A HRC Fuse M.D.B. DITTO BUT WATER PROOF. LAMINAR GENERAL SYMBOL MAINS 3X80A/100A LTL 80A/5A 3 X CTs 80A/5A 3 X CTs 80A/5A 3 X CTs 4X80A NYY 3X1.5mm2 NYY 3X1.5mm2 NYY 3X1.5mm2 NYY 3X2.5mm2 NYY 3X2.5mm2 NYY 3X2.5mm2 A D B C Spr E HRC Fuse SDB-B 10A 16A 10A 16A 3X4 mm XLPE CABLE 1X25A 1-PH 25A KWH 2X40A/0.03A 2 10A 16A 25A 16A NYY 3X1.5mm2 NYY 3X2.5mm2 NYY 3X2.5mm2 NYY 3X2.5mm2 NYY 3X1.5mm2 C B A E D SDB-A 10A 10A 16A 16A KWH 1-PH 2X40A/0.03A NYY 3X1.5mm2 Spr 10A XLPE CABLE 3X4 mm 2 1X25A HRC Fuse FC5 FC4 FA3 SDB-F FA2 FE7 FE8 FE5 FE6 \A1;400 \A1;375 \A1;2035 \A1;600 \A1;900 \A1;655 \A1;220 \A1;60 \A1;25 \A1;12.5 \A1;25 \A1;50 \A1;410 \A1;385 \A1;375 \A1;400 \A1;25 \A1;375 \A1;400 \A1;25 \A1;25 \A1;25 \A1;12.5 \A1;190 \A1;2035 \A1;375 \A1;400 \A1;25 \A1;385 \A1;410 \A1;655 \A1;600 \A1;900 \A1;60 \A1;190 \A1;220 \A1;50 \A1;25 \A1;12.5 \A1;25 \A1;25 \A1;375 \A1;400 \A1;25 \A1;375 \A1;400 \A1;25 \A1;12.5 \A1;25 \A1;25 \A1;400 \A1;375 \A1;2035 \A1;410 \A1;385 \A1;900 \A1;600 \A1;655 \A1;190 \A1;60 \A1;220 \A1;50 \A1;25 \A1;25 \A1;12.5 \A1;400 \A1;375 \A1;25 \A1;400 \A1;375 \A1;25 \A1;400 \A1;375 \A1;25 \A1;25 \A1;12.5 \A1;375 \A1;400 \A1;400 \A1;375 \A1;25 FRAME F3 FRAME F3 FRAME F3 FRAME F3 FRAME F4 FRAME F4 5916.956326468581 5916.956326468581 5916.956326468581 STUB COLUMNS FOR FUTURE EXTENSION 5916.956326468581 5916.956326468581 5916.956326468581 GENERAL ARRANGEMENT OF STRUCTURAL ELEMENTS 5916.956326468581 5916.956326468581 5916.956326468581 5916.956326468581 5916.956326468581 A 5916.956326468581 5916.956326468581 5916.956326468581 5916.956326468581 B 5916.956326468581 5916.956326468581 AT ROOF FLOOR 5916.956326468581 100cm HIGH 5916.956326468581 5916.956326468581 5916.956326468581 A 5916.956326468581 B1 B2 SEE STAIRCASE ROOF DETAILS Dwg No. "0506ST04" 100cm HIGH FUTURE EXTENSION STUB COLUMNS FOR Col. Type C Col. Type C 5916.956326468581 5916.956326468581 5916.956326468581 5916.956326468581 5916.956326468581 5916.956326468581 5916.956326468581 5916.956326468581 Col. Type C 5916.956326468581 S1 B2 B2 B4 Col. Type C 5916.956326468581 5916.956326468581 5916.956326468581 5916.956326468581 5916.956326468581 GENERAL ARRANGEMENT OF STRUCTURAL ELEMENTS GENERAL ARRANGEMENT OF STRUCTURAL ELEMENTS 5916.956326468581 5916.956326468581 5916.956326468581 5916.956326468581 5916.956326468581 5916.956326468581 CANOPY 5916.956326468581 5916.956326468581 5916.956326468581 5916.956326468581 B 5916.956326468581 5916.956326468581 AT LEVEL +6.50 5916.956326468581 B1 CANOPY B2 FRAME F1 5916.956326468581 5916.956326468581 A 5916.956326468581 FRAME F1 B1 B2 CANOPY 5916.956326468581 5916.956326468581 5916.956326468581 B 5916.956326468581 5916.956326468581 5916.956326468581 AT LEVEL +3.20 B1 B2 CANOPY 5916.956326468581 FRAME F2 FRAME F2 5916.956326468581 5916.956326468581 5916.956326468581 5916.956326468581 5916.956326468581 5916.956326468581 5916.956326468581 B2 CANOPY CANOPY 5916.956326468581 5916.956326468581 B3 B2 S1 FRAME F1 FRAME F1 B2 B4 5916.956326468581 5916.956326468581 5916.956326468581 5916.956326468581 5916.956326468581 5916.956326468581 5916.956326468581 B2 5916.956326468581 CANOPY 5916.956326468581 CANOPY 5916.956326468581 B3 5916.956326468581 5916.956326468581 5916.956326468581 SYMBOLS KEY 1x36W FLUORSCENT LAMINAR CLOSED TO CEILING 2x36W FLUORSCENT LAMINAR CLOSED TO CEILING SINGLE POLE ONE WAY SWITCH h=120 Cm. DRUM CEILING LIGHTING LAMP 60W UNIT. WALL MOUNTED LIGHTING LAMP 60W UNIT. DOUBLE POLE SWITCH h=120 Cm. TELEPHONE SOCKET TYPE BASIC POINTS. SINGLE POLE ONE WAY SWITCH BUT WATER PROOF 1x16A - 220V ELECTRICAL SOCKET. THREE PHASE ELECTRICAL SOCKET SECONDARY ELECTRICAL DISTRIBUTION PANEL. 1x16A - 220V ELECTRICAL SOCKET WATER PROOF. 2 SDB-F EARTHING SYSTEM IS 3X30 mm OF GALVANIZED STEEL LOCATED WITHIN CONCRETE FOUNDATION AND IT HAS TO BE LESS THAN 2 OHM 16A NYY 3X1.5mm2 NYY 3X2.5mm2 NYY 3X2.5mm2 NYY 3X2.5mm2 NYY 3X1.5mm2 NYY 3X1.5mm2 C A B D E F 10A 10A 10A 16A 16A NYY 3X1.5mm2 NYY 3X2.5mm2 NYY 3X2.5mm2 Str Spr G TIMMER RELAY 16A 16A 16A 3X4 mm XLPE CABLE 3X4 mm XLPE CABLE SDB-B SDB-A 2 2 R S 1X25A HRC Fuse 1X25A HRC Fuse KWH 1-PH 230V,5A XLPE CABLE (MAIN CABLE) 4X25 mm 230V,5A KWH 1-PH KWH 230V,5A 1-PH 3X10A 400V,5A KWH 3-PH 3X10A 3X4 mm XLPE CABLE 3X4 mm XLPE CABLE 3X4 mm XLPE CABLE 3X4 mm XLPE CABLE 2 HRC Fuse 2X40A/0.03A 1X25A 1-PH KWH 25A 3X4 mm XLPE CABLE 2 SDB-F 2 SDB-S SDB-T 2 2 1PH Watt-Hour Meter 1PH Fuse 1PH S.C.C.B. 1PH KWH SDB-FR TV SOCKET . T TIMMER MAIN BOARD T S R HRC Fuse 1X25A 1X25A HRC Fuse 1X25A HRC Fuse A V A 3X10A 3-PH B.B A B R Y T 1X25A HRC Fuse M.D.B. DITTO BUT WATER PROOF. LAMINAR GENERAL SYMBOL MAINS 3X80A/100A LTL 80A/5A 3 X CTs 80A/5A 3 X CTs 80A/5A 3 X CTs 4X80A NYY 3X1.5mm2 NYY 3X1.5mm2 NYY 3X1.5mm2 NYY 3X2.5mm2 NYY 3X2.5mm2 NYY 3X2.5mm2 A D B C Spr E HRC Fuse SDB-B 10A 16A 10A 16A 3X4 mm XLPE CABLE 1X25A 1-PH 25A KWH 2X40A/0.03A 2 10A 16A 25A 16A NYY 3X1.5mm2 NYY 3X2.5mm2 NYY 3X2.5mm2 NYY 3X2.5mm2 NYY 3X1.5mm2 C B A E D SDB-A 10A 10A 16A 16A KWH 1-PH 2X40A/0.03A NYY 3X1.5mm2 Spr 10A XLPE CABLE 3X4 mm 2 1X25A HRC Fuse FC5 FC4 FA3 SDB-F FA2 FE7 FE8 FE5 FE6 \A1;55 \A1;2092 \A1;25 \A1;12.5 \A1;25 \A1;2035 \A1;60 \A1;25 \A1;25 \A1;2 \A1;375 \A1;400 \A1;400 \A1;375 \A1;400 \A1;375 \A1;25 \A1;400 \A1;375 \A1;25 \A1;25 \A1;200 \A1;187.5 \A1;60 \A1;27 \A1;30 \A1;42.5 \A1;385 \A1;410 \A1;25 \A1;25 \A1;25 \A1;400 \A1;400 \A1;1410 \A1;1410 \A1;375 \A1;400 \A1;2062 \A1;455 \A1;400 \A1;400 \A1;40 \A1;250 \A1;125 \A1;125 \A1;70 \A1;90 \A1;90 \A1;400 \A1;375 \A1;400 \A1;25 \A1;400 \A1;40 \A1;375 \A1;400 \A1;25 \A1;60 \A1;75 \A1;45 \A1;150 \A1;45 \A1;75 \A1;25 \A1;410 \A1;87.5 \A1;710 \A1;155 \A1;155 \A1;410 \A1;142.5 \A1;170 \A1;310 \A1;70 \A1;120 \A1;120 \A1;27 \A1;130.5 \A1;60 \A1;60 \A1;410 \A1;710 \A1;60 \A1;410 \A1;385 \A1;180 \A1;90 \A1;142.5 \A1;170 \A1;87.5 \A1;90 \A1;400 \A1;375 \A1;25 \A1;25 \A1;27 \A1;130.5 \A1;12.5 \A1;27 \A1;25 \A1;25 \A1;20 \A1;20 \A1;10 \A1;5 \A1;20 \A1;35 \A1;200 \A1;21.5 \A1;10 \A1;35 \A1;20 \A1;175 \A1;90 \A1;5 \A1;60 \A1;25 \A1;70 \A1;60 \A1;60 \A1;90 \A1;175 \A1;5 \A1;25 \A1;90 \A1;250 \A1;90 \A1;70 \A1;60 \A1;150 \A1;455 \A1;5 \A1;90 \A1;50 \A1;40 \A1;45 \A1;45 \A1;60 \A1;90 \A1;5 \A1;30 \A1;40 \A1;5 \A1;90 \A1;50 \A1;90 \A1;5 \A1;40 \A1;50 \A1;12.5 \A1;655 \A1;710 \A1;600 \A1;30 \A1;60 \A1;50 \A1;25 \A1;25 \A1;50 \A1;60 \A1;600 \A1;655 \A1;710 \A1;30 \A1;30 SO, ANY QUERIES THAN THE ABOVE MENTIONED SHOULD THAT THE PROPOSED DATA COMPLY WITH THE EXISTING SOIL. BEFORE COMMENCEMENT OF EXCAVATION TO ENSURE GENERAL ARRANGEMENT OF GROUND BEAMS 1T8 C-C @250mm BOTHWAYS T8@250 BOTH WAYS SECTION A-A -6415.816577181545 -6415.816577181545 -6415.816577181545 -6415.816577181545 B -6415.816577181545 -6415.816577181545 -6415.816577181545 -6415.816577181545 -6415.816577181545 -6415.816577181545 -6415.816577181545 GROUND SLAB 10cm THICK -6415.816577181545 -6415.816577181545 A GB5 A GB1 GB5 -6415.816577181545 -6415.816577181545 SECTION S-S -6149.010636916015 -6149.010636916015 -6149.010636916015 -6149.010636916015 FL-1.85 -6415.816577181545 -6415.816577181545 -6415.816577181545 2mm sheething felt FSL.-0.10 GROUND SLAB 10cm THICK 1T8 C-C @250mm BOTHWAYS GROUND SLAB 10cm THICK 1T8 C-C @250mm BOTHWAYS GB3 GB3 GB1 GB1 1T8 C-C @250mm BOTHWAYS GROUND SLAB 10cm THICK -6415.816577181545 GB3 -6415.816577181545 GB3 GB1 GB3 GB1 GB3 30cm STUB GROUND BEAM FOR FUTURE EXTENSION -6415.816577181545 -6415.816577181545 -6415.816577181545 2mm sheething felt -6415.816577181545 2cm EXPANSION JOINT GB1 GB1 30cm STUB GROUND BEAM FOR FUTURE EXTENSION GB6 -6415.816577181545 -6415.816577181545 -6415.816577181545 BOTHWAYS 10cm THICK GROUND SLAB 1T8 C-C @250mm STARTERS OF STAIRCASE SEE DETAILS "K" GB6 A -6415.816577181545 -6415.816577181545 -6415.816577181545 -6415.816577181545 -6415.816577181545 -6415.816577181545 -6415.816577181545 -6415.816577181545 -6415.816577181545 -6415.816577181545 -6415.816577181545 -6415.816577181545 -6415.816577181545 5cm L.M.C. ON WELL COMPACTED NATURAL SOIL FL-1.85 FOR FUTURE EXTENSION 30cm STUB GROUND BEAM 2 -6415.816577181545 -6415.816577181545 -6415.816577181545 -6415.816577181545 2 -6415.816577181545 -6415.816577181545 -6149.010636916015 -6149.010636916015 -6149.010636916015 -6149.010636916015 10T12-06 GROUND BEAM 3T10-07 -6415.816577181545 FSL-0.10 -6415.816577181545 T8-02 @150mm 4T16-03 -6415.816577181545 3T12-04 13T12-05 DETAIL K scale 1:50 (STARTERS FOR STAIRCASE) A 1000 10T12-06 T8-02 @150mm -6415.816577181545 Well compacted Kurkar 20 BOTH WAY T8/250mm C-C 465 465 500 80 500 13T12-05 460 540 200 300 200 700 1000 -6415.816577181545 -6415.816577181545 -6415.816577181545 SECTION B-B 20cm WELL COMPACTED KURKAR COMPACTED THICKNESS. IN SELECTED GRANULAR MATERIAL IN LAYERS NOT EXCEEDING 15 CM. BACKFILL TO FOUNDATION EXCAVATION APPROVED BY THE DIRECTOR OF WORKS) (AS DUG MATERIAL CAN BE USED WHEN T8@250mm BOTHWAYS 5cm L.M.C. ON WELL COMPACTED NATURAL SOIL -6415.816577181545 FL-1.85 -6415.816577181545 -6415.816577181545 -6415.816577181545 -6415.816577181545 -6415.816577181545 FSL-0.10 35 5 20 A WELL COMPACTED NATURAL SOIL FL-1.85 5cm L.M.C. ON -6415.816577181545 -6415.816577181545 -6415.816577181545 -6415.816577181545 -6415.816577181545 WELL COMPACTED NATURAL SOIL -6415.816577181545 5cm L.M.C. ON FL-1.85 -6415.816577181545 -6415.816577181545 -6415.816577181545 -6415.816577181545 10 2mm sheething felt T8@250mm BOTHWAYS FSL-0.10 20 20 B WELL COMPACTED NATURAL SOIL -6415.816577181545 -6415.816577181545 FL-1.85 -6415.816577181545 -6415.816577181545 5cm L.M.C. ON -6415.816577181545 -6415.816577181545 -6415.816577181545 -6415.816577181545 -6415.816577181545 -6415.816577181545 -6149.010636916015 -6149.010636916015 -6149.010636916015 -6149.010636916015 -6149.010636916015 -6149.010636916015 -6149.010636916015 GENERAL ARRANGEMENT OF FOUNDATIONS Fn2 -6149.010636916015 -6149.010636916015 -6149.010636916015 A -6149.010636916015 -6149.010636916015 S Fn1 C1 -6149.010636916015 -6149.010636916015 B -6149.010636916015 -6149.010636916015 -6149.010636916015 C2 -6149.010636916015 -6149.010636916015 -6149.010636916015 -6149.010636916015 -6149.010636916015 -6149.010636916015 -6149.010636916015 -6149.010636916015 -6149.010636916015 -6149.010636916015 -6149.010636916015 -6149.010636916015 -6149.010636916015 -6149.010636916015 -6149.010636916015 -6149.010636916015 C1 -6149.010636916015 C1 -6149.010636916015 -6149.010636916015 -6149.010636916015 -6149.010636916015 C1 -6149.010636916015 -6149.010636916015 -6149.010636916015 Fn3 C1 -6149.010636916015 -6149.010636916015 -6149.010636916015 -6149.010636916015 -6149.010636916015 Fn4 -6149.010636916015 -6149.010636916015 -6149.010636916015 -6149.010636916015 -6149.010636916015 -6149.010636916015 C2 -6149.010636916015 C2 -6149.010636916015 -6149.010636916015 -6149.010636916015 C2 -6149.010636916015 -6149.010636916015 -6149.010636916015 -6149.010636916015 C2 -6149.010636916015 -6149.010636916015 -6149.010636916015 -6149.010636916015 -6149.010636916015 -6149.010636916015 W -6149.010636916015 C1 C1 S -6149.010636916015 -6149.010636916015 -6149.010636916015 -6149.010636916015 -6149.010636916015 -6149.010636916015 2 -6149.010636916015 -6149.010636916015 -6149.010636916015 -6149.010636916015 -6149.010636916015 W C2 C2 THE DESIGN WAS BASED ON THE FOLLOWINGS:- MODIFIED ACCORDING TO ACTUAL SOIL PROFILE. 4-EXPLORATION TEST FOR SOIL SHOULD BE DONE 1-THE PROPOSED FOUNDATION STRATUM IS SAND. BE DISCUSSED WITH STRUCTURAL DESIGN ENG. 3-THE FOUNDATIONS WIDTH & DEPTH MAY BE 2-THE PROPOSED BEARING CAP. IS 1.5Kg\Cm2 SECTION W-W A B NOTE:- KURKAR 20cm WELL COMPACTED 10cm Gr. SLAB ON \A1;90 \A1;50 \A1;40 \A1;5 \A1;375 \A1;375 \A1;27.5 \A1;25 \A1;25 \A1;375 \A1;25 \A1;25 \A1;400 \A1;400 \A1;400 \A1;40 \A1;95 \A1;95 \A1;95 \A1;95 \A1;95 \A1;95 \A1;27.5 \A1;1200 \A1;300 \A1;1200 \A1;300 \A1;45 \A1;45 \A1;157.5 \A1;170 \A1;40 \A1;90 \A1;5 \A1;50 \A1;1410 \A1;60 \A1;90 \A1;30 \A1;5 \A1;375 \A1;375 \A1;27.5 \A1;25 \A1;25 \A1;375 \A1;25 \A1;25 \A1;400 \A1;400 \A1;400 \A1;40 \A1;95 \A1;95 \A1;95 \A1;95 \A1;95 \A1;95 \A1;27.5 \A1;1200 \A1;300 \A1;1100 \A1;45 \A1;300 \A1;45 \A1;50 \A1;50 \A1;50 \A1;50 \A1;90 \A1;60 \A1;30 \A1;5 \A1;5 \A1;5 \A1;75 \A1;150 \A1;75 \A1;157.5 \A1;170 \A1;60 \A1;90 \A1;30 \A1;5 \A1;1410 \A1;5 \A1;5 \A1;60 \A1;90 \A1;50 \A1;40 \A1;5 \A1;125 \A1;60 \A1;250 \A1;95 \A1;95 \A1;125 SYMBOLS KEY 1x36W FLUORSCENT LAMINAR CLOSED TO CEILING 2x36W FLUORSCENT LAMINAR CLOSED TO CEILING SINGLE POLE ONE WAY SWITCH h=120 Cm. DRUM CEILING LIGHTING LAMP 60W UNIT. WALL MOUNTED LIGHTING LAMP 60W UNIT. DOUBLE POLE SWITCH h=120 Cm. TELEPHONE SOCKET TYPE BASIC POINTS. SINGLE POLE ONE WAY SWITCH BUT WATER PROOF 1x16A - 220V ELECTRICAL SOCKET. THREE PHASE ELECTRICAL SOCKET SECONDARY ELECTRICAL DISTRIBUTION PANEL. 1x16A - 220V ELECTRICAL SOCKET WATER PROOF. 2 SDB-F EARTHING SYSTEM IS 3X30 mm OF GALVANIZED STEEL LOCATED WITHIN CONCRETE FOUNDATION AND IT HAS TO BE LESS THAN 2 OHM 16A NYY 3X1.5mm2 NYY 3X2.5mm2 NYY 3X2.5mm2 NYY 3X2.5mm2 NYY 3X1.5mm2 NYY 3X1.5mm2 C A B D E F 10A 10A 10A 16A 16A NYY 3X1.5mm2 NYY 3X2.5mm2 NYY 3X2.5mm2 Str Spr G TIMMER RELAY 16A 16A 16A 3X4 mm XLPE CABLE 3X4 mm XLPE CABLE SDB-B SDB-A 2 2 R S 1X25A HRC Fuse 1X25A HRC Fuse KWH 1-PH 230V,5A XLPE CABLE (MAIN CABLE) 4X25 mm 230V,5A KWH 1-PH KWH 230V,5A 1-PH 3X10A 400V,5A KWH 3-PH 3X10A 3X4 mm XLPE CABLE 3X4 mm XLPE CABLE 3X4 mm XLPE CABLE 3X4 mm XLPE CABLE 2 HRC Fuse 2X40A/0.03A 1X25A 1-PH KWH 25A 3X4 mm XLPE CABLE 2 SDB-F 2 SDB-S SDB-T 2 2 1PH Watt-Hour Meter 1PH Fuse 1PH S.C.C.B. 1PH KWH SDB-FR TV SOCKET . T TIMMER MAIN BOARD T S R HRC Fuse 1X25A 1X25A HRC Fuse 1X25A HRC Fuse A V A 3X10A 3-PH B.B A B R Y T 1X25A HRC Fuse M.D.B. DITTO BUT WATER PROOF. LAMINAR GENERAL SYMBOL MAINS 3X80A/100A LTL 80A/5A 3 X CTs 80A/5A 3 X CTs 80A/5A 3 X CTs 4X80A NYY 3X1.5mm2 NYY 3X1.5mm2 NYY 3X1.5mm2 NYY 3X2.5mm2 NYY 3X2.5mm2 NYY 3X2.5mm2 A D B C Spr E HRC Fuse SDB-B 10A 16A 10A 16A 3X4 mm XLPE CABLE 1X25A 1-PH 25A KWH 2X40A/0.03A 2 10A 16A 25A 16A NYY 3X1.5mm2 NYY 3X2.5mm2 NYY 3X2.5mm2 NYY 3X2.5mm2 NYY 3X1.5mm2 C B A E D SDB-A 10A 10A 16A 16A KWH 1-PH 2X40A/0.03A NYY 3X1.5mm2 Spr 10A XLPE CABLE 3X4 mm 2 1X25A HRC Fuse FC5 FC4 FA3 SDB-F FA2 FE7 FE8 FE5 FE6 5 15.60008625020509 5 5 15.60008625020509 15.60008625020509 15.60008625020509 15.60008625020509 15.60008625020509 15.60008625020509 15.60008625020509 15.60008625020509 15.60008625020509 15.60008625020509 15.60008625020509 15.60008625020509 R R 2x10T10-07 @100 15.60008625020509 2x10T10-07 @100 15.60008625020509 2x7T10-07 @250 15.60008625020509 15.60008625020509 15.60008625020509 15.60008625020509 15.60008625020509 2x2T10-07 @100 R.C. DETAILS OF FOUNDATION TYPE (Fn1) 1 No. REQD. 113T14-01 @125 6T25-05 7T25-03 6T16-10 6T16-11 2x10T10-07 @100 2x7T10-07 @250 2x10T10-07 @100 2x10T10-07 @100 2x7T10-07 @250 2x10T10-07 @100 11T12-13 6T25-05 B. 11T12-13 B. 10750 5450 48.37295872680943 48.37295872680943 6T16-11 4600 0.0 58.61447680393576 <>0 450 R=150 6T16-10 10000 7T25-03 T. 6200 7T25-04 T. 7400 400 48.37295872680943 7T25-04 7T25-04 R=150 5 5 2x7T10-07 @250 400 R=150 6T25-06 11T12-09 450 R=150 8200 11T12-09 B. 4000 6T25-06 B. 5 22.18827233005845 5 5 5 5 -712.5000000000002 -712.5000000000002 -712.5000000000002 2x10T10-07 @100 -712.5000000000002 -712.5000000000002 -712.5000000000002 5 -712.5000000000002 -712.5000000000002 -712.5000000000002 R.C. DETAILS OF FOUNDATION TYPE (Fn2) -712.5000000000002 -712.5000000000002 5 180T10-07 350 800 80 800 80 350 15T10-15 @1000mm 500 100 100 81T12-01 T10-07 T20-05 150 1400 T12-13 5cm L.M.C. 3T12-13 -712.5000000000002 T16-11 150 T12-01 @175 3T12-13 T16-11 T10-15 -712.5000000000002 -712.5000000000002 -712.5000000000002 -712.5000000000002 -712.5000000000002 -712.5000000000002 -712.5000000000002 -712.5000000000002 -712.5000000000002 B T25-04 starter bars column SECTION Y-Y R=150 450 R=150 400 8T12-09 5T20-06 5T20-06 B. 8150 8T12-09 B. 4000 4T25-03 T. 6200 -712.5000000000002 -712.5000000000002 -712.5000000000002 5 5 2x7T10-07 @250 2x10T10-07 @100 -712.5000000000002 2x7T10-07 @250 4T25-03 -712.5000000000002 2x10T10-07 @100 -712.5000000000002 2x10T10-07 @100 -712.5000000000002 -712.5000000000002 -712.5000000000002 8T12-13 B. 6T16-10 -712.5000000000002 -712.5000000000002 -712.5000000000002 10000 5500 5T20-05 B. 4T25-04 T. 7350 81T12-01 @175 10750 Y 8T12-13 5T20-05 -712.5000000000002 -712.5000000000002 4T25-04 6T16-10 2x7T10-07 @250 -712.5000000000002 2x10T10-07 @100 Y 2x10T10-07 @100 2x7T10-07 @250 4T25-04 -712.5000000000002 -712.5000000000002 4600 R=150 450 6T16-11 R=150 400 6T16-11 5 -712.5000000000002 2x2T10-07 @100 -712.5000000000002 -712.5000000000002 -712.5000000000002 -712.5000000000002 T25-05 T14-01 @125 166T10-07 T12-13 113T14-01 @125 800 80 435 800 150 435 15T10-15 @1000mm 100 600 100 2400 150 5 5 5 5 5 5T12-13 5 5 T10-15 T16-11 T10-07 5T12-13 starter bars T25-04 column 5 5 5 5 SECTION R-R 5 5 A 1 No. REQD. 5cm L.M.C. 5cm L.M.C. 5cm L.M.C. \A1;25 \A1;410 \A1;385 \A1;25 \A1;90 \A1;50 \A1;40 \A1;5 \A1;125 \A1;155 \A1;310 \A1;90 \A1;50 \A1;5 \A1;40 \A1;60 \A1;155 \A1;60 \A1;125 \A1;5 \A1;5 \A1;95 \A1;95 \A1;25 \A1;410 \A1;385 \A1;25 \A1;50 \A1;90 \A1;30 \A1;5 \A1;95 \A1;95 \A1;30 \A1;5 \A1;60 \A1;90 \A1;50 \A1;50 \A1;90 \A1;180 \A1;90 \A1;5 \A1;65 \A1;5 \A1;65 \A1;1050 \A1;515 \A1;1050 \A1;515 \A1;25 \A1;2 \A1;118 \A1;710 \A1;130 \A1;142.5 \A1;27 \A1;130.5 \A1;710 \A1;130 \A1;142.5 \A1;27 \A1;25 \A1;130.5 \A1;118 \A1;2 SYMBOLS KEY 1x36W FLUORSCENT LAMINAR CLOSED TO CEILING 2x36W FLUORSCENT LAMINAR CLOSED TO CEILING SINGLE POLE ONE WAY SWITCH h=120 Cm. DRUM CEILING LIGHTING LAMP 60W UNIT. WALL MOUNTED LIGHTING LAMP 60W UNIT. DOUBLE POLE SWITCH h=120 Cm. TELEPHONE SOCKET TYPE BASIC POINTS. SINGLE POLE ONE WAY SWITCH BUT WATER PROOF 1x16A - 220V ELECTRICAL SOCKET. THREE PHASE ELECTRICAL SOCKET SECONDARY ELECTRICAL DISTRIBUTION PANEL. 1x16A - 220V ELECTRICAL SOCKET WATER PROOF. 2 SDB-F EARTHING SYSTEM IS 3X30 mm OF GALVANIZED STEEL LOCATED WITHIN CONCRETE FOUNDATION AND IT HAS TO BE LESS THAN 2 OHM 16A NYY 3X1.5mm2 NYY 3X2.5mm2 NYY 3X2.5mm2 NYY 3X2.5mm2 NYY 3X1.5mm2 NYY 3X1.5mm2 C A B D E F 10A 10A 10A 16A 16A NYY 3X1.5mm2 NYY 3X2.5mm2 NYY 3X2.5mm2 Str Spr G TIMMER RELAY 16A 16A 16A 3X4 mm XLPE CABLE 3X4 mm XLPE CABLE SDB-B SDB-A 2 2 R S 1X25A HRC Fuse 1X25A HRC Fuse KWH 1-PH 230V,5A XLPE CABLE (MAIN CABLE) 4X25 mm 230V,5A KWH 1-PH KWH 230V,5A 1-PH 3X10A 400V,5A KWH 3-PH 3X10A 3X4 mm XLPE CABLE 3X4 mm XLPE CABLE 3X4 mm XLPE CABLE 3X4 mm XLPE CABLE 2 HRC Fuse 2X40A/0.03A 1X25A 1-PH KWH 25A 3X4 mm XLPE CABLE 2 SDB-F 2 SDB-S SDB-T 2 2 1PH Watt-Hour Meter 1PH Fuse 1PH S.C.C.B. 1PH KWH SDB-FR TV SOCKET . T TIMMER MAIN BOARD T S R HRC Fuse 1X25A 1X25A HRC Fuse 1X25A HRC Fuse A V A 3X10A 3-PH B.B A B R Y T 1X25A HRC Fuse M.D.B. DITTO BUT WATER PROOF. LAMINAR GENERAL SYMBOL MAINS 3X80A/100A LTL 80A/5A 3 X CTs 80A/5A 3 X CTs 80A/5A 3 X CTs 4X80A NYY 3X1.5mm2 NYY 3X1.5mm2 NYY 3X1.5mm2 NYY 3X2.5mm2 NYY 3X2.5mm2 NYY 3X2.5mm2 A D B C Spr E HRC Fuse SDB-B 10A 16A 10A 16A 3X4 mm XLPE CABLE 1X25A 1-PH 25A KWH 2X40A/0.03A 2 10A 16A 25A 16A NYY 3X1.5mm2 NYY 3X2.5mm2 NYY 3X2.5mm2 NYY 3X2.5mm2 NYY 3X1.5mm2 C B A E D SDB-A 10A 10A 16A 16A KWH 1-PH 2X40A/0.03A NYY 3X1.5mm2 Spr 10A XLPE CABLE 3X4 mm 2 1X25A HRC Fuse FC5 FC4 FA3 SDB-F FA2 FE7 FE8 FE5 FE6 FOUNDATION OF STAIRCASE TYPE (Fn4) FOUNDATION OF STAIRCASE TYPE (Fn3) 0.0 0.0 5 5 0.0 0.0 800 T20-04 -1.0 5 SECTION S-S -1.0 T16-02 80 800 78T12-07 350 80 350 150 -1.0 -1.0 -1.0 5 T16-03 4T12-08 T12-08 100 18T10-15 @1000mm 41T12-09 1700 100 500 150 -1.0 -1.0 starter bars -1.0 T12-09 @175 5cm L.M.C. T12-07 T16-03 T20-01 T10-15 4T12-08 B -1.0 -1.0 -1.0 column -712.4999999999998 1 No. REQD. SECTION W-W DIRECTION OF COLUMNS LEG IN FOUNDATION LEG IN FOUNDATIONS DETAILS FOR DIRECTION OF COLUMNS DIRECTION OF COLUMNS LEG IN FOUNDATION column bars column bars DIRECTION OF COLUMNS LEG IN FOUNDATION LEG IN FOUNDATION DIRECTION OF COLUMNS column bars 0.0 175.9209832544291 175.9209832544291 11T10-15 @1000mm 600 57T14-09 3000 T16-03 T14-09 @125 6T25-14 @700 spacer bars 78T12-07 435 800 80 600 435 100 150 175.9209832544291 5 9T12-08 T25-04 T25-14 spacer bar T10-15 T12-07 100 150 9T12-08 5cm L.M.C. -1.0 -1.0 5 starter bars T25-01 column -1.0 -1.0 175.9209832544291 175.9209832544291 175.9209832544291 T16-02 175.9209832544291 A 1 No. REQD. 2x6T12-07 @250 5 -1.0 -1.0 -1.0 400 150 450 R=150 2T16-02 2100 6T20-04 7000 7000 9T12-08 7000 6T16-03 2T16-02 2100 5T20-01 6T16-03 -712.4999999999998 -712.4999999999998 STARTERS FOR STAIRCASE COL. SEE TYPICAL DETAIL 2x6T12-07 @250 2x10T12-07 @100 5 5cm L.M.C. R=150 5 -1.0 -1.0 02 2T16-02 5T20-01 STARTERS FOR COLUMNS SEE TYPICAL DETAIL -1.0 -712.4999999999998 -1.0 -1.0 2x7T12-07 @250 2x10T12-07 @100 41T12-09 @175mm 6950 5T20-01 9T12-08 6T20-04 S 5 2T16-02 5T20-01 S -712.4999999999998 TYPICAL DETAIL STARTER BARS SEE COL. 400 R=150 150 450 R=150 02 2x6T12-07 @250 5 -1.0 -1.0 -1.0 150 400 R=150 4T16-02 T2 R=150 400 5cm L.M.C. 2100 7000 7000 18T12-08 7T25-04 7000 6T16-03 4T16-02 T2 57T14-09 @125mm 5T25-01 T1 6950 18T12-08 7T25-04 2100 W 0.0 STARTERS FOR STAIRCASE COL. 0.0 6T16-03 SEE TYPICAL DETAIL 5T25-01 5 -1.0 -1.0 2x6T12-07 @250 9.970533049797268 02 STARTERS FOR COLUMNS SEE TYPICAL DETAIL 0.0 -1.0 -1.0 4T16-02 -1.0 2x10T12-07 @100 STARTERS FOR STAIRCASE COL. SEE TYPICAL DETAIL 2x7T12-07 @250 0.0 -1.0 2x10T12-07 @100 W 4T16-02 150 R=150 400 R=150 400 02 SYMBOLS KEY 1x36W FLUORSCENT LAMINAR CLOSED TO CEILING 2x36W FLUORSCENT LAMINAR CLOSED TO CEILING SINGLE POLE ONE WAY SWITCH h=120 Cm. DRUM CEILING LIGHTING LAMP 60W UNIT. WALL MOUNTED LIGHTING LAMP 60W UNIT. DOUBLE POLE SWITCH h=120 Cm. TELEPHONE SOCKET TYPE BASIC POINTS. SINGLE POLE ONE WAY SWITCH BUT WATER PROOF 1x16A - 220V ELECTRICAL SOCKET. THREE PHASE ELECTRICAL SOCKET SECONDARY ELECTRICAL DISTRIBUTION PANEL. 1x16A - 220V ELECTRICAL SOCKET WATER PROOF. 2 SDB-F EARTHING SYSTEM IS 3X30 mm OF GALVANIZED STEEL LOCATED WITHIN CONCRETE FOUNDATION AND IT HAS TO BE LESS THAN 2 OHM 16A NYY 3X1.5mm2 NYY 3X2.5mm2 NYY 3X2.5mm2 NYY 3X2.5mm2 NYY 3X1.5mm2 NYY 3X1.5mm2 C A B D E F 10A 10A 10A 16A 16A NYY 3X1.5mm2 NYY 3X2.5mm2 NYY 3X2.5mm2 Str Spr G TIMMER RELAY 16A 16A 16A 3X4 mm XLPE CABLE 3X4 mm XLPE CABLE SDB-B SDB-A 2 2 R S 1X25A HRC Fuse 1X25A HRC Fuse KWH 1-PH 230V,5A XLPE CABLE (MAIN CABLE) 4X25 mm 230V,5A KWH 1-PH KWH 230V,5A 1-PH 3X10A 400V,5A KWH 3-PH 3X10A 3X4 mm XLPE CABLE 3X4 mm XLPE CABLE 3X4 mm XLPE CABLE 3X4 mm XLPE CABLE 2 HRC Fuse 2X40A/0.03A 1X25A 1-PH KWH 25A 3X4 mm XLPE CABLE 2 SDB-F 2 SDB-S SDB-T 2 2 1PH Watt-Hour Meter 1PH Fuse 1PH S.C.C.B. 1PH KWH SDB-FR TV SOCKET . T TIMMER MAIN BOARD T S R HRC Fuse 1X25A 1X25A HRC Fuse 1X25A HRC Fuse A V A 3X10A 3-PH B.B A B R Y T 1X25A HRC Fuse M.D.B. DITTO BUT WATER PROOF. LAMINAR GENERAL SYMBOL MAINS 3X80A/100A LTL 80A/5A 3 X CTs 80A/5A 3 X CTs 80A/5A 3 X CTs 4X80A NYY 3X1.5mm2 NYY 3X1.5mm2 NYY 3X1.5mm2 NYY 3X2.5mm2 NYY 3X2.5mm2 NYY 3X2.5mm2 A D B C Spr E HRC Fuse SDB-B 10A 16A 10A 16A 3X4 mm XLPE CABLE 1X25A 1-PH 25A KWH 2X40A/0.03A 2 10A 16A 25A 16A NYY 3X1.5mm2 NYY 3X2.5mm2 NYY 3X2.5mm2 NYY 3X2.5mm2 NYY 3X1.5mm2 C B A E D SDB-A 10A 10A 16A 16A KWH 1-PH 2X40A/0.03A NYY 3X1.5mm2 Spr 10A XLPE CABLE 3X4 mm 2 1X25A HRC Fuse FC5 FC4 FA3 SDB-F FA2 FE7 FE8 FE5 FE6 \A1;400 \A1;400 \A1;12.5 \A1;60 \A1;12.5 \A1;12.5 \A1;600 \A1;250 \A1;480 \A1;60 \A1;60 \A1;480 \A1;250 \A1;60 \A1;25 \A1;25 \A1;60 \A1;50 \A1;12.5 \A1;125 \A1;410 \A1;12.5 \A1;12.5 \A1;25 \A1;30 \A1;60 GROUND BEAM TYPE GB5 2 No.S REQD. 0.0 2T16-16 20T8-20 0.0 3650 2T16-16-B FROM ADJACENT BEAM 0.0 2T8-15 3650 3650 2T12-14-T 2T8-15 GROUND BEAM TYPE GB3 75 75 6 No.S REQD. 20T8-20 @200mm 2T12-14 20 2T12-22-B T12-14 SECTION 3-3 0.0 FSL-0.10 80 500 100 T16-16 1450 T8-15 T8-20 80 1T12-17 1000 1750 2T16-19-T 1450 2T8-21 3 0.0 2T12-22 2T16-19 3 75 2T8-21 75 350 2T16-18 1300 13.8511953168877 2T16-18 1T12-17 5 250 480 1700 2T20-01 R=130 2T20-03 B 5900 1700 R=130 1600 2T20-02 T2 R=100 7000 2T12-05 2T20-03 T1 5900 7 No.S REQD. 5 GROUND BEAM TYPE GB1 BARS OF EDGE GROUND BEAM BARS OF EDGE GROUND BEAM 5 3T25-06 SPACER 2T20-01 W 8T8-07 @150 OF COLUMN STARTER BARS A 2T20-02 T2 W 2T12-05 2T20-03 2T20-03 B. 18T8-07 @200 U BARS 480 500 34T8-07 150 2T20-01 1700 R=130 1700 R=130 1600 2T20-02 T2 250 R=100 5 5 T12-05 T20-03 T20-03 T20-03 T8-07 STARTER BARS OF COLUMN FSL-0.10 T20-03 5 SECTION S-S 5 T12-05 T20-03 T20-03 T20-02 T20-03 T20-01 U BARS FSL-0.10 T8-07 T20-03 STARTER BARS BARS OF EDGE OF COLUMN BARS OF EDGE GROUND BEAM GROUND BEAM 2T20-02 T2 S S 5 2T20-01 8T8-07 @150 Spacers 3T25-06 B T20-01 SECTION W-W STARTER BARS OF COLUMN 2T8-15 3650 2T16-16-B 3650 2T12-14-T 3650 4 2T16-16 2T8-15 13.8511953168877 20T8-20 @200mm 4 2T12-14 75 FSL-0.10 80 100 20T8-20 500 60 T16-16 20 T12-14 15-T8 20-T8 SECTION 4-4 -1337.409811382098 FUTURE EXTENSION STUB COLUMN FOR FSL=-0.10 SECTION 2-2 FSL-0.10 STUB GROUND BEAM FOR FUTURE EXTENSION DETAILS OF STUB GROUND BEAMS 2T8-21 2T12-14-T 3750 2T16-16-B R=50 4T16-09 (VERTICAL) 0.0 1450 1450 400 (HORIZONTAL) 90 2T12-22-B 450 4T8-10 70 450 90 250 255 90 335 0.0 1750 2T8-21 2T16-19-T 2T12-22 3750 2T16-16 90 285 90 400 20T8-20 100 80 500 3750 1T12-17 2T8-15 2T8-15 2 1000 2T16-18 80 350 0.0 2T16-18 1300 -1337.409811382098 -1337.409811382098 2 T8-10 GROUND BEAM TYPE GB6 20T8-20 @200mm 2 No.S REQD. 2T16-19 75 75 2T12-14 2 1T12-17 T16-16 20 T8-15 T12-14 T8-20 T16-09 -16.39003211619365

Language	English
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel
Measurement Units
Footprint Area
Building Features
Tags	autocad, barn, cover, dach, DETAIL, details, DWG, elements, FOUNDATION, hangar, lagerschuppen, roof, shed, structural, structure, terrasse, toit