Foundations Of A Factory DWG Detail for AutoCAD

Foundations Of A Factory DWG Detail for AutoCAD

Details – specifications – sizing

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

existing boiler house, existing chimney, existing boiler house, layout plan at foundation level, key plan for ground floor, beam junction, from column, length of ‘lo’, shall be provided, reinf. see deatils., as confining, on each directon, centre should coincide with footing, main bars, col. from footing top to plinth, schedule for columns, column, type, size, column details, lateral ties, remarks, lateral ties upto, tor, legged., tor, reinforcement along, long lower, tier, schedule for column footings, column, type, size, footing, size, b’ l’, pcc, excavation, end, face, depth at, short upper, remarks, tier, trapazoidal footing, tor nos., tor, legged., tor, legged., tor, legged., tor nos., box footing, tor, top, bothways, tor, ring pattern for column, tor, tor, designed by, checked by, reference, drawing for ……., approval ……….., information …………….., execution …………….., drawing title, description, p.m.c., contractor, revision no., rev. date, submission ……….., grade of, concrete, job. no., sheet no., drawn by, date, scale, steel, ………………………………….., structural details for, ……………………………, foundation level, ………………………………….., lap length in length of the bar, lap length in length of the, accordance with, please ask in case of doubt., please check all the centre line distances with, clear cover to the reinforcement, for column, either side of support, overlaps in beams shall be provided at staggered, bar or times the dia of the bar, execution of work shall be carried out in, or times the dia of the bar whichever is more., all dimensions are in mm unless specified otherwise, use reinforcement of grade for all steel, notes for r.c.c. works, middle height of column., overlaps in columns shall be provided at, architectural plan., to be followed., do not scale the only written dimensions, relevent arch.drgs., this drawing is to be read in conjunction with, staggered locations and these shall be in, locations and these shall be close to on, for beam, for floor slab, except mm dia., centering work is the responsibility of contractor., for base slab, for columns above gl. mm, for columns below gl. for footings, for floor finish, live load, perifery walls as shown in architectural drawing., safe bearing capacity is assumed as, pcc mm thick, section at, g.l., main bars, stirrups, tor, main bars, tor, ismb, stiffner plate, thk., base plate, thk., ismb, stirrups, tor, plan of column and footing, tor nos., schedule sections, member type, particulars, remarks, ismb, tor, bottom bothays, tor, bottom bothays, tor, bottom bothays, tor, top bothays, tor, top bothays, tor, top bothays, stirrups, tor, main bars, tor nos, stirrups, tor, main bars, tor nos, g.l., tor, section at, base plate, bolts, stiffner plate, thk., typ. details of base plate, main bars, tor nos, main bars, tor nos, details of bolts, mm of bolt, bolts nos., pcc mm thick, tor, legged., tor nos., box footing, tor, tor nos., long lower, tor nos., short upper, tor, bottom top, section at, tor, bothways, all around, tor, bothways, all around, bothways, tor, bottom top, bothways, pcc mm thick, tor, legged., see dimension as per plan, tor, tor, column footing added, tor n

Raw text data extracted from CAD file:

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SEE DEATILS. AS A CONFINING ON EACH DIRECTON (COLUMN CENTRE SHOULD COINCIDE WITH FOOTING CENTRE) MAIN BARS COL. FROM FOOTING TOP TO PLINTH SCHEDULE FOR COLUMNS COLUMN TYPE SIZE b x d COLUMN DETAILS LATERAL TIES REMARKS LATERAL TIES UPTO 300 x 670 C1 8 TOR @ 150 C/C 7 legged. 15 x 12 TOR REINFORCEMENT ALONG LONG LOWER TIER SCHEDULE FOR COLUMN FOOTINGS COLUMN TYPE SIZE B x L FOOTING CC SIZE 1:3:6 B' x L' PCC EXCAVATION END FACE d1 D DEPTH AT SHORT UPPER REMARKS TIER F1 100 1400 x 2000 Trapazoidal footing 10 TOR 11 NOS. 10 TOR 17 NOS. 1600 x 2200 450 150 C7 F4 C1 F1 C1 1219.99999999997 780.0000000000296 5 C1 1000.0 1000.0 735.0000000000136 5 C1 C1 1219.99999999997 780.0000000000296 1219.99999999997 780.0000000000296 700.0000000000455 5 1219.99999999997 780.0000000000296 1219.99999999997 780.0000000000296 1019.999999999982 580.0000000000409 800.0000000000114 800.0000000000114 1000.0 1000.0 5 5 909.9999999999682 690.0000000000546 5 5 5 5 799.9999999999545 799.9999999999545 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C3 C3 C3 C3 5 5 799.9999999999545 799.9999999999545 799.9999999999545 799.9999999999545 5 5 799.9999999999545 799.9999999999545 C4 F2 799.9999999999545 799.9999999999545 C2 800.0000000000114 800.0000000000114 F2 799.9999999999545 799.9999999999545 C2 F2 6400.000000000091 10799.50000000053 3800.000000000182 1499.999999999886 2102.00000000043 1919.999999999618 707.5000000004366 759.9999999999909 4880.000000000109 759.9999999999909 760.0000000000477 1489.999999999782 1900.000000000091 1490.000000000236 759.9999999999341 1215.000000000089 3853.15133588324 1214.999999999975 C2 C2 C2 C3 C4 500 x 500 8 x 20 TOR 8 TOR @ 150 C/C 4 legged. 370 x 500 6 x 16 TOR 4 x 12 TOR 8 TOR @ 150 C/C 5 legged. 700 x 700 12 x 20 TOR 8 TOR @ 150 C/C 6 legged. F2 1600 x 1600 100 1800 x 1800 450 450 C4 F2 C4 F2 C4 F2 12 TOR 11 NOS. 12 TOR 11 NOS. Box footing CF1 6400 x 10800 100 6600 x 11000 450 450 12 TOR @ 150 C/C 12 TOR @ 150 C/C TOP R/F BOTHWAYS --- --- 10 TOR @ 150 C/C RING PATTERN FOR COLUMN C1 669.9999999999818 554.9999999999841 115.0000000001455 299.9999999999091 149.9999999999545 15-12 TOR C2 500.0 250.0 250.0 500.0 250.0 C3 369.9999999999818 184.9999999999909 500.0 250.0 8-20 TOR 6-16 TOR 4-12 TOR 184.9999999999909 250.0 250.0 : /2012-13 DESIGNED BY : CHECKED BY : REFERENCE DRAWING_ No._ DRAWING FOR ....... Approval ........... Information ................. Execution ................. DRAWING TITLE _ DESCRIPTION P.M.C. _ CONTRACTOR _ REVISION No. REV. DATE Submission ........... GRADE OF _ CONCRETE -20 : 01 : 05/12/2012 : 1:100. 1:20. JOB. No. SHEET No. DRAWN BY DATE SCALE STEEL - 415 ......................................... STRUCTURAL DETAILS FOR ................................. FOUNDATION LEVEL ......................................... * LAP LENGTH IN TENSION=DEVE. LENGTH OF THE BAR (Ld) * LAP LENGTH IN COMP.=DEVELOPMENT LENGTH OF THE ACCORDANCE WITH I.S.456- (2000). * PLEASE ASK IN CASE OF DOUBT. * PLEASE CHECK ALL THE CENTRE LINE DISTANCES WITH * CLEAR COVER TO THE REINFORCEMENT FOR COLUMN - 40MM. EITHER SIDE OF SUPPORT * OVERLAPS IN BEAMS SHALL BE PROVIDED AT STAGGERED BAR (Ld) OR 45 TIMES THE DIA OF THE BAR * EXECUTION OF WORK SHALL BE CARRIED OUT IN OR 58 TIMES THE DIA OF THE BAR WHICHEVER IS MORE. * ALL DIMENSIONS ARE IN MM UNLESS SPECIFIED OTHERWISE * USE REINFORCEMENT OF GRADE Fe-415 FOR ALL STEEL NOTES FOR R.C.C. WORKS :- MIDDLE 2/3 HEIGHT OF COLUMN. * OVERLAPS IN COLUMNS SHALL BE PROVIDED AT ARCHITECTURAL PLAN. TO BE FOLLOWED. * DO NOT SCALE THE DRAWING, ONLY WRITTEN DIMENSIONS RELEVENT ARCH.DRGS. * THIS DRAWING IS TO BE READ IN CONJUNCTION WITH STAGGERED LOCATIONS AND THESE SHALL BE IN LOCATIONS AND THESE SHALL BE CLOSE TO SPAN/4 ON FOR BEAM - 25MM. FOR FLOOR SLAB -15MM EXCEPT 6 MM DIA. * CENTERING WORK IS THE RESPONSIBILITY OF CONTRACTOR. FOR BASE SLAB - 25MM FOR COLUMNS ABOVE GL. - 40 MM FOR COLUMNS BELOW GL. - 65MM, FOR FOOTINGS -75MM FOR FLOOR FINISH 1 KN/SQ.M. * LIVE LOAD 2 KN/SQ.M. PERIFERY WALLS AS SHOWN IN ARCHITECTURAL DRAWING. * SAFE BEARING CAPACITY IS ASSUMED AS =150 KN/SQ.M X X PCC 1:3:6 - 100 MM THICK SECTION AT X-X 299.9999999992951 149.9999999999545 299.9999999992951 G.L. G.L. 300 x 670 COLUMN-C1 MAIN BARS STIRRUPS 12 TOR -15NOS 8 TOR @ 150 C/C 230 x 300 COLUMN-C1 MAIN BARS 12 TOR - 6NOS ISMB - 300 STIFFNER PLATE 4 x 8MM THK. BASE PLATE 300X450X12MM THK. 100.0 100.0000000000227 300.0 150.0 450.0 100.0 669.9999999999818 299.9999999999091 1219.999999999925 780.000000000075 2000.000000000011 1400.000000000091 700.0 2200.000000000057 1599.999999999909 ISMB - 300 ISMB - 300 STIRRUPS 8 TOR @ 150 C/C PLAN OF COLUMN AND FOOTING 'C1/F1' X X 10 TOR 17 NOs. 10 TOR 11 NOs. 5 5 5 25440.00000000028 Y Y 25720.00000000003 700.0 SCHEDULE SECTIONS MEMBER TYPE PARTICULARS REMARKS ISMB - 300 1 @ 43.36 kg/m. 299.9999999993065 450.0 12 TOR @ 150 C/C BOTTOM R/F BOTHAYS 12 TOR @ 150 C/C BOTTOM R/F BOTHAYS 12 TOR @ 150 C/C BOTTOM R/F BOTHAYS 299.9999999993179 299.9999999993179 299.9999999992951 12 TOR @ 150 C/C TOP R/F BOTHAYS 12 TOR @ 150 C/C TOP R/F BOTHAYS 12 TOR @ 150 C/C TOP R/F BOTHAYS STIRRUPS 8 TOR @ 150 C/C 500 x 500 COLUMN-C2 MAIN BARS 8 TOR -8 NOS 500 x 500 COLUMN-C2 STIRRUPS 8 TOR @ 150 C/C 500 x 500 COLUMN-C2 MAIN BARS 8 TOR -8 NOS 500 x 500 COLUMN-C2 G.L. G.L. G.L. G.L. G.L. 149.9999999999773 10 TOR @ 150 C/C 10 TOR @ 150 C/C 700.0000000054229 149.9999999999773 700.0000000054115 SECTION AT Y-Y 300X450X12MM BASE PLATE ISMB-300 8NOS-16MM d BOLTS 299.9999999999091 149.9999999999545 150.0 450.0 225.0 STIFFNER PLATE 8 x 8MM THK. TYP. DETAILS OF BASE PLATE & ISMB-300 300 x 450 x 12MM 49.99999999113243 174.9999999970896 175.0 50.0 50.0 99.99999999408828 49.99999999477041 MAIN BARS 8 TOR -8 NOS MAIN BARS 8 TOR -8 NOS 5 DETAILS OF BOLTS 16 MM d OF BOLT 16MM d BOLTS 8 NOS. 5 PCC 1:3:6 - 100 MM THICK 1250.000000193495 1220.000000187383 5 640.0000001873423 5 5 5 5 5 5 5 5 680.0000001935587 5 C5 600 x 600 16 x 16 TOR 8 TOR @ 150 C/C 8 legged. F3 1400 x 1400 100 1600 x 1600 450 450 10 TOR 11 NOS. 10 TOR 11 NOS. Box footing --- C5 F3 699.9999999999886 699.9999999999886 699.9999999999318 700.0000000000455 699.9999999999318 700.0000000000455 C5 F3 549.9999999998408 600.0000002038632 600.0000002037496 C5 C5 F3 699.9999999999886 699.9999999999886 C5 F3 699.9999999999886 699.9999999999886 700.0000000000455 699.9999999999318 700.0000000000455 699.9999999999318 C5 F3 699.9999999999886 699.9999999999886 700.0000000000455 699.9999999999318 C5 F3 699.9999999999886 699.9999999999886 700.0000000000455 699.9999999999318 C5 F3 700.0000000000455 699.9999999999318 C5 F3 699.9999999999886 699.9999999999886 C5 600.0 300.0 300.0 600.0 300.0 300.0 16-16 TOR 225.0 1000.000000000045 1000.0 10 TOR 11 NOs. LONG LOWER 10 TOR 17 NOs. SHORT UPPER Z Z 10 TOR @ 150 C/C BOTTOM & TOP R/F SECTION AT Z-Z 8 TOR @ 150 C/C BOTHWAYS ALL AROUND 8 TOR @ 150 C/C BOTHWAYS ALL AROUND BOTHWAYS 10 TOR @ 150 C/C BOTTOM & TOP R/F BOTHWAYS PCC 1:3:6 - 100 MM THICK 450.0 149.9999999999091 149.9999999999091 450.0 250.0 396.2500001006447 396.2500001005537 396.2500001006447 396.2500001005537 275.0 680.0000001935587 134.9999999999454 11659.99999999985 5 5 5 5 5 5 5 5 5 5 5 680.0000001935587 5 918.1513358832945 5 5 5 5 1207.154413638818 2102.00000000043 5 5 1101.999999999521 1398.000000000366 987.8455863605495 600.0 C6 C6 C6 C6 1288.403541927437 5 1478.844984582338 1288.403541927437 5 1478.844984582338 5 5 5 5 5 5 2702.15441363905 1179.99999999995 5 1014.999999999873 1099.602424008765 5 5 2349.999999999511 1520.316875576157 5 5 5 5 5 CF3 CF3 CF3 CF2 C7 230 X 450 8 x 12 TOR 8 TOR @ 150 C/C 4 legged. CF2 2350 x 2700 100 2550 x 2900 SEE DIMENSION AS PER PLAN CF3 450 450 450 450 16 TOR @ 150 C/C 16 TOR @ 150 C/C 12 TOR @ 150 C/C 16 TOR @ 150 C/C 16 TOR @ 150 C/C 12 TOR @ 150 C/C C6 500.0 250.0 250.0 500.0 250.0 12-25 TOR 250.0 COLUMN & FOOTING ADDED R1 11-12-12 C6 C6 1650.000000000091 5 F4 100 1200 x 1600 10 TOR 09 NOS. 10 TOR 15 NOS. 1400 x 1800 450 150 --- C6 500 x 500 12 x 25 TOR 8 TOR @ 150 C/C 6 legged. R R 10 TOR @ 150 C/C BOTTOM & TOP R/F SECTION AT R-R 8 TOR @ 150 C/C BOTHWAYS ALL AROUND 8 TOR @ 150 C/C BOTHWAYS ALL AROUND BOTHWAYS PCC 1:3:6 - 100 MM THICK 450.0 149.9999999999091 149.9999999999091 450.0 1158.000000070615 5 1272.000000424441 1980.000000000086 2279.999999999905 550.0000000916998 550.0000000916998 894.0000001617818 894.0000001617818 1100.0000001834 1788.000000323564 700.0000000000455 5 5 99.99999999408828 C8 450 X 450 12 x 12 TOR 8 TOR @ 150 C/C 6 legged. 450.0 225.0 225.0 450.0 225.0 12-12 TOR 225.0 C8 700.0 350.0 700.0 350.0 350.0 C4 12-20 TOR 350.0 C7 C7 C7 C7 C7 115.0000000000091 115.0000000000091 230.0000000000182 450.0000000000909 225.0000000000455 225.0000000000455 8-12 TOR C8 F3 C8 2499.991206146035 1012.185604778324 700.0000000000455 5 1475.067479088011 780.0000000000296 1612.185604778347 CF1 CF4 SEE DIMENSION AS PER PLAN CF4 450 450 16 TOR @ 150 C/C 16 TOR @ 150 C/C 12 TOR @ 150 C/C S S 10 TOR @ 150 C/C BOTTOM & TOP R/F SECTION AT S-S BOTHWAYS 450.0 149.9999999999091 149.9999999999091 450.0 200.0000000001819 200.0 193.99999999996 294.0000000001419 8 TOR @ 150 C/C BOTHWAYS ALL AROUND 8 TOR @ 150 C/C BOTHWAYS ALL AROUND 600.0 600.0 650.0000003234163 200.0 COLUMN & FOOTING ADDED R2 19-12-12 798.0311911396711 5 1201.968808860329 1637.845586360868 C1 C1 C1 C1 C1 C1 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C3 C3 C3 C3 C4 C4 C4 C4 C5 C5 C5 C5 C5 C5 C5 C6 C6 C8 C8 895.0000000000387 1199.602424008503 699.9999999993634 700.0000000006139 CF5 SEE DIMENSION AS PER PLAN 450 450 12 TOR @ 150 C/C 12 TOR @ 150 C/C 12 TOR @ 150 C/C 1807.328482807122 5 5 700.0000000000455 699.9999999999318 5 725.0000000050818 C9 C9 C9 CF5 C9 600 x 600 12 x 20 TOR 8 TOR @ 150 C/C 6 legged. 600.0 300.0 300.0 600.0 300.0 12-20 TOR 300.0 C9 C9 C9 C9 5 888.6751345949051 5 COLUMN & FOOTING ADDED R3 21-12-12 5 5 CF6 SEE DIMENSION AS PER PLAN 400 400 10 TOR @ 150 C/C 10 TOR @ 150 C/C 8 TOR @ 150 C/C Comb. Box footing Box footing Comb. Box footing Comb. Box footing Comb. Box footing Comb. Box footing Comb. Box footing C10 C11 350 x 400 8 x 12 TOR 8 TOR @ 150 C/C 4 legged. 230 x 230 4 x 12 TOR 8 TOR @ 150 C/C C10 175.0 175.0 350.0 400.0 200.0 200.0 8-12 TOR 230.0000000000182 115.0000000000091 115.0000000000091 230.0000000000182 115.0000000000091 115.0000000000091 4-12 TOR C11 799.999999995805 799.999999995805 1599.99999999161 875.0338359559464 1395.970724266135 1053.999999999974 1105.000000000359 569.9661640393288 C11 C10 C11 C10 CF6 4999.970724261743 C10 700.0000000000455 699.9999999999318 F3 C10 700.0000000000455 699.9999999999318 699.9999999999886 700.0000000000455 699.9999999999886 700.0000000000455 600.0000000000227 600.0000000000227 547.9999999957954 5 576.9999999957918 700.0000000000455 700.0000000000455 1269.966164038692 5 947.1517688180029 5 5 5 5 5 5 5 5 1387.877506916084 5 5 526.4809470004366 5 5 813.499999970702 5 5 5 459.5964403614516 5 1094.999999999345 COLUMN & FOOTING ADDED R4 24-01-13 C11 C10 C11 C10 C10 C10 1 ±0000 2 3 4 5 6 7 8 +3130 +6245 +9820 +13420 +17015 +20655 +25440 A ±0000 B C D E +11660 +16385 +20995 +25720 5 5 1637.845586360868 5 25440.00000000028 25720.00000000003 11659.99999999985 5 5 5 5 5 5 5 5 5 5 5 680.0000001935587 5 918.1513358832945 5 5 1199.999999999477 5 5 1207.154413638818 2102.00000000043 5 5 1101.999999999521 1398.000000000366 987.8455863605495 1650.000000000091 5 798.0311911396711 5 1201.968808860329 1637.845586360868 895.0000000000387 1199.602424008503 1269.966164038692 5 947.1517688180029 5 5 5 5 5 5 5 5 1387.877506916084 5 5 526.4809470004366 5 5 813.499999970702 5 5 5 459.5964403614516 5 1094.999999999345

Language	English
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel, Other
Measurement Units
Footprint Area
Building Features
Tags	autocad, base, DETAIL, details, DWG, factory, FOUNDATION, foundations, fundament, sizing, specifications