Structural Fundation Plant DWG Block for AutoCAD

Foundation Footing;Column layout;tie beam layout for G 2 structure

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

spacing, spacing, spacing, column, beam, column stirrup, shape, column, concrete, grade, r.c.c column schedule, longitudinal, footing, type, isolated, column nos., column size., layout, appd. by, scale, date, drn. by, ckd. by, primeclient, title, drg. no., client, column layout, project, rev, sheet no., column, isolated, circular column, appd. by, scale, date, drn. by, ckd. by, primeclient, title, drg. no., client, foundation detail, project, rev, sheet no., living room, dinning, bedroom, kitchen, bedroom, toilet, store, toilet, utility verandah, verandah, total sq.ft, beam, layout, dimensions, direction, isolated footings, types of footing, p.c.c., r.c.c., footing reinforcement, section of tiebeam, appd. by, scale, date, drn. by, ckd. by, primeclient, title, drg. no., client, foundation detail, project, rev, sheet no., beam, layout, column reinforcement, det.of tie beam, det.of tie beam, det.of tie beam, det.of tie beam, det.of tie beam, appd. by, scale, date, drn. by, ckd. by, primeclient, title, drg. no., client, plan, project, rev, sheet no.

Raw text data extracted from CAD file:

N W E S <> <> \A1;300 \A1;300 \A1;6052 \A1;[20′-2″] \A1;1500 \A1;[5′] \A1;1500 \A1;[5′] \A1;1500 \A1;[5′] \A1;3000 \A1;1367 \A1;[4′-7″] \A1;1200 \A1;[4′] \A1;3675 [12′-3″] \A1;3600 \A1;[12′] \A1;1650 \A1;[5′-6″] \A1;1125 \A1;[3′-9″] \A1;3300 [11′] \A1;3578 [11′-11″] \A1;1200 \A1;[4′] \A1;2500 \A1;[8′-4″] \A1;1600 [5′-4″] \A1;17136 \A1;[57′-1″] \A1;12605 \A1;[42′] \A1;17151 \A1;[57′-2″] \A1;10671 \A1;[35′-7″] \A1;1200 \A1;[4′] \A1;20140 [67′-2″] \A1;15010 [50′] \A1;20157 [67′-2″] \A1;3675 [12′-3″] \A1;1500 [5′] \A1;1100 \A1;[3′-8″] \A1;4000 \A1;[13′-4″] \A1;3578 \A1;[11′-11″] \A1;3300 \A1;[11′] \A1;1100 [3′-8″] \A1;4349 \A1;[14′-6″] \A1;1438 \A1;[4′-10″] \A1;2325 \A1;[7′-9″] \A1;1200 [4′] \A1;1650 \A1;[5′-6″] \A1;1650 \A1;[5′-6″] \A1;5561 \A1;[18′-6″] \A1;2083 \A1;[6′-11″] \A1;1579 \A1;[5′-3″] \A1;1500 \A1;[5′] \A1;4229 \A1;[14′-1″] \A1;3600 \A1;[12′] \A1;1200 \A1;[4′] \A1;1500 [5′] \A1;2800 \A1;[9′-4″] \A1;2350 \A1;[7′-10″] \A1;2175 [7′-3″] \A1;4928 [16′-5″] \A1;1200 \A1;[4′] \A1;1850 \A1;1850 <> 5 \T0.9;12 mm \T0.9;@ spacing 140c/c \T0.9;TIE-BEAM \T0.9;G.L. 5 \T0.9;(300X500) <> \T0.9;12 mm \T0.9;@ spacing 140c/c \T0.9;12 mm \T0.9;@ spacing 140c/c \T0.9;X \T0.9;X \T0.9;PLAN F1 \T0.9;SECTION X-X <> <> \T0.9;R.C.C. COLUMN (300X300) 150 350 1850 1300 1850 1850 \A1;300 \A1;300 \A1;500 300 300 300 300 \A1;500 \A1;500 \A1;500 \A1;500 \A1;1850 \A1;1850 A B C D 1 2 3 4 \A1;TIE BEAM 300(W) X 500(D) \A1;TIE BEAM 300(W) X 500(D) \A1;TIE BEAM 300(W) X 500(D) \A1;TIE BEAM 300(W) X 500(D) 5 <> F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 Column Stirrup Shape 16nos. Column Concrete 6d16 M25 Grade R.C.C COLUMN SCHEDULE \T0.9;Remarks \T0.8;Column longitudinal \T0.8;Reinforcement Footing type Isolated A Column nos. Column size. 300 x 300 (B X L) 6\U+2205@150C/C \LCOLUMN LAYOUT APPD. BY SCALE 1:100 DATE DRN. BY CKD. BY PRIMECLIENT TITLE DRG. NO. CLIENT COLUMN LAYOUT PROJECT REV 0 SHEET NO. A B C D 1 2 3 4 d6@150 mmc/c 3d16 3d16 A A A A A A A A A A A A A A A 1no. Column 6d16 M25 Isolated B 300 6\U+2205@150C/C B Circular Column (d) A B C D 1 2 3 4 APPD. BY SCALE 1:100 DATE DRN. BY CKD. BY PRIMECLIENT TITLE DRG. NO. CLIENT FOUNDATION DETAIL PROJECT REV 0 SHEET NO. 5 5 5 5 3000 1367.351410347619 UP 1200.0 5 3600.0 4349.035777298268 1438.268521214603 1650.0 1125.06903744163 UP 5 5 1200.000000000931 2500.0 2325.0 5 5 LIVING ROOM DINNING BEDROOM KITCHEN BEDROOM BEDROOM TOILET STORE TOILET UTILITY VERANDAH VERANDAH 1650.0 5 5 5 5 1200.0 1649.999999999534 5 5 5 5 5561.265724809375 2082.915201872413 1579.303415774833 5 5 1099.999999999942 4228.966992024332 3599.999999999942 1200.0 5 3999.999999999534 3578.002769323997 2799.999999999534 2350.000000000931 5 3300.000000002154 5 5 1199.999999999534 TOTAL AREA=1455 SQ.FT (135.38 SQ.M) \A1;TIE BEAM 300(W) X 500(D) \A1;TIE BEAM 300(W) X 500(D) \A1;TIE BEAM 300(W) X 500(D) \A1;TIE BEAM 300(W) X 500(D) \LFOUNDATION & TIE-BEAM LAYOUT 5 <> \T0.95;Footing dimensions \T0.95;Along X direction \T0.95;Along Y direction ISOLATED FOOTINGS Types of footing F1 Lx By Lx By P.C.C. R.C.C. D 1850 Footing reinforcement 12d 100c/c 12d 100c/c 500 1650 1650 1850 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 (scale-1:50) (scale-1:50) Section of TieBeam (NTS) d10@100 mmc/c 4d20 4d20 2d12 300 300 A B C D 1 2 3 4 APPD. BY SCALE 1:100 DATE DRN. BY CKD. BY PRIMECLIENT TITLE DRG. NO. CLIENT FOUNDATION DETAIL PROJECT REV 0 SHEET NO. \A1;TIE BEAM 300(W) X 500(D) \A1;TIE BEAM 300(W) X 500(D) \A1;TIE BEAM 300(W) X 500(D) \A1;TIE BEAM 300(W) X 500(D) \LTIE-BEAM LAYOUT <> <> COLUMN REINFORCEMENT (NTS) 20 4- 20 4- A1 B1 C1 D1 <> 10mm dia(M.S) @100mmc/c (stirrups) 20 4- 20 4- 20 4- 20 4- 5 5 5 5 DET.OF TIE BEAM (T.B :A1/B1/C1/D1) (T.B :A2/B2/C2/D2) (T.B :A3/B3/C3/D3) DET.OF TIE BEAM (T.B :A4/B4/C4/D4) A4 B4 C4 D4 <> 20 4- 20 4- 20 4- 20 4- 10mm dia(M.S) @100mmc/c (stirrups) A1 A2 A3 A4 <> B1 B2 B3 <> D1 D2 D3 <> DET.OF TIE BEAM (T.B :D1/D2/D3) DET.OF TIE BEAM (T.B :B1/B2/B3) (T.B :C1/C2/C3) DET.OF TIE BEAM (T.B :A1/A2/A3/A4) 20 4- 20 4- 20 4- 20 4- 20 4- 20 4- 20 4- 20 4- 20 4- 20 4- 10mm dia(M.S) @100mmc/c (stirrups) 10mm dia(M.S) @100mmc/c (stirrups) 10mm dia(M.S) @100mmc/c (stirrups) 20 4- 20 4- 20 4- 20 4- 20 4- 20 4- APPD. BY SCALE 1:100 DATE DRN. BY CKD. BY PRIMECLIENT TITLE DRG. NO. CLIENT PLAN PROJECT REV 0 SHEET NO.