Foundations DWG Detail for AutoCAD

Plant foundations and technical details.

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

lift, well, col. marked, vertical, links, reinf., fdn. to tie beam level, remarks, column schedule, drg. no., date, scale, chkd. by, drawn by, titles, footing plan, lift pit detail section at nn, p.c.c, bothways, outer side vertical bar, bothways, th.brick wall, lift pit detail section at mm, bothways, bothways, th.brick wall, remarks, along, reinforcements, thickness, breadth, length, size, marked, footing, s.no., column footings schedule, inner side vertical bar, outer side vertical bar, inner side vertical bar, raft lvl., raft lvl., both way, brick wall, r.c.c wall, both way, p.c.c, at xx, p.c.c, p.c.c, section at aa, both way, p.c.c, both way, both way, top bottom, both way

Raw text data extracted from CAD file:

\A1;1500 \A1;1500 \A1;1500 \A1;1500 \A1;350 \A1;100 \A1;d \A1;175 \A1;115 \A1;400 \A1;600 \A1;300 \A1;350 \A1;350 \A1;350 \A1;600 \A1;300 \A1;600 \A1;300 \A1;300 \A1;600 \A1;600 \A1;300 \A1;300 \A1;600 \A1;600 \A1;301 \A1;4765 \A1;4980 \A1;4580 \A1;5165 \A1;500 \A1;230 \A1;600 \A1;350 \A1;350 \A1;230 \A1;600 \A1;230 \A1;100 \A1;300 \A1;300 \A1;200 \A1;230 \A1;600 \A1;2000 \A1;2000 \A1;230 \A1;400 \A1;1500 \A1;1500 \A1;1500 \A1;1500X1500 \A1;d \A1;350 \A1;1500 \A1;1500 \A1;36574 \A1;13718 \A1;6553 \A1;3080 \A1;3715 \A1;4805 \A1;3765 \A1;6230 \A1;230 \A1;370 \A1;7415 \A1;4805 \A1;3765 \A1;6230 \A1;4615 \A1;115 \A1;185 \A1;7300 \A1;230 \A1;600 \A1;10118 \A1;600 \A1;230 \A1;230 \A1;500 \A1;24774 \A1;3600 \A1;600 \A1;230 \A1;500 \A1;230 \A1;230 \A1;600 \A1;500 \A1;3530 \A1;3600 \A1;6358 \A1;115 \A1;230 \A1;600 \A1;3715 \A1;3080 \A1;370 \A1;1494 \A1;5059 \A1;115 \A1;4500 \A1;1500 \A1;1600 \A1;600 \A1;400 \A1;100 \A1;100 \A1;230 \A1;230 \A1;150 \A1;400 \A1;100 \A1;150 \A1;230 \A1;230 \A1;150 \A1;500 \A1;100 \A1;150 \A1;500 \A1;100 5 E 4 3 2 B A A 5 6553.000000002794 3079.96775770653 3715.032242308371 7299.999999996973 4804.79999999702 3764.7943940931 6229.805605905829 5 4500.0 3599.999999999069 4764.999999982305 4979.600000022678 5 10118.00000000093 5 6 LIFT WELL 5 6358.0 3529.967757691629 3600.000000000931 \A1;115 \A1;C-3 5 600.0 5 500.0 \A1;C-4 600.0000000009313 229.5 \A1;C-2 229.5 600.0 \A1;C-3 229.5 600.0000000009313 \A1;C-3 5 500.0 \A1;C-4 599.9999999990687 229.5 \A1;CF-1 5 \A1;C-5 \A1;C-2 5 5 \A1;C-4 5 5 \A1;C-2 5 \A1;C-5 5 \A1;C-1 5 5 \A1;C-5 299.5554132978432 299.9999999981374 5 \A1;C-1 5 5 5 \A1;C-5 299.9999999981374 5 C D \A1;C-5 3715.032242308371 3079.967757705599 5 1494.000000002794 5059.000000000931 B C D 5 5 X X 7414.999999996973 4804.79999999702 3764.7943940931 6229.805605905829 4615.0 4579.999999973224 5164.600000030827 C1 8-20d @100c/c 8 8 @150c/c 350×350 COL. MARKED VERTICAL h1 h2 LINKS REINF. FDN. TO TIE BEAM LEVEL REMARKS COLUMN SCHEDULE C2 10-20d @100c/c 8 8 @150c/c 5 5 5 350 230×600 C3 @100c/c @150c/c 5 5 230×600 C4 @100c/c @150c/c 8 8 8 8 8-20d 6-16d 4-20d DRG. NO. DATE : SCALE : CHKD. BY : DRAWN BY : Titles FOOTING PLAN 230×500 5 5 FB-1 LIFT PIT DETAIL (CF-2) SECTION AT NN 230 P.C.C 1:4:8 12d@ 150 c/c bothways 230 150 400 100 8d@ 200c/c outer Side Vertical &horizontal bar 10d@ 150c/c Bothways 230 th.brick wall 150 LIFT PIT DETAIL (CF-1) SECTION AT MM 230 12d@ 150 c/c bothways 230 150 500 100 10d@ 150c/c Bothways 230 th.brick wall E 1 5 4 3 2 6 1 5 PROJECT:- FB-1 FB-1 FB-1 1500.000000000931 1500.0 \A1;F-1 1500 F-1 1. REMARKS ALONG (B) ALONG (L) REINFORCEMENTS THICKNESS (T) BREADTH (B) LENGTH (L) SIZE MARKED FOOTING S.NO. COLUMN FOOTINGS SCHEDULE 12 @125c/c d 12 @125c/c 450 1500 1500.0 1500.000000000931 1500.0 \A1;F-1 N N 20 20 20 20 \A1;CF2 2000 F-2 2. 12 @150c/c 12 @150c/c 600 2000 \A1;F-2 8d@ 200c/c Inner Side Vertical &horizontal bar 8d@ 200c/c outer Side Vertical &horizontal bar 8d@ 200c/c Inner Side Vertical &horizontal bar M M 5 150 500 100 600 RAFT LVL. LVL-2050 RAFT LVL. \A1;350 \A1;700 4-16Ø 10d200 C/C 8d200 C/C 8Ø@ 200c/c both way 4-16Ø 115 BRICK WALL R.C.C WALL 175 8Ø@200c/c both way 10Ø@150c/c 8Ø@ 200c/c 5 5 12Ø@ 150c/c 12Ø@125c/c 5 P.C.C 1:4:8 100 \LSECTION AT XX 100 P.C.C 1:4:8 5 200 X X 5 100 P.C.C 1:4:8 \A1;C-5 5 115 400.0 300×600 5 5 5 600.0000000009313 300.5 C5 @100c/c @150c/c 8 10-25d 8 M:25 M:25 M:25 M:25 M:25 2000.142451961292 2000.0 C6 8-16d @100c/c 8 8 @150c/c 230×400 5 400 \A1;C-6 5 1500.0 1500.000000000931 A A F-1 SECTION AT AA 5 5 12Ø@125c/c both way P.C.C 1:4:8 8Ø@ 200/c both way 5 8Ø@200c/c both way TOP & BOTTOM T x B 8Ø@200c/c both way T x B 1500.0 1500.0