Foundation Plan DWG Detail for AutoCAD

Foundation Plan DWG Detail for AutoCAD

Drawing includes footings;columns and plinth beam with reinforcement details.

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

owner name address, plot no, location, plot area, type of plot, no of floor, title, job no, scale, drn. by, design by, chk. by, sheet no:, owner name address, plot no, location, plot area, type of plot, no of floor, title, job no, scale, drn. by, design by, chk. by, sheet no:, schedule of footings, type, short bar, long bar, cor. col., schedule of r. c. c. column, type, size, steel, stirrups, load, schedule of plinth beam, type, size, bottom straight, bottom. curtailed, top straight, top ovr new, remarks, stirrups, block work, plaster, screeding, wall tile, pcc under footings, footings, columns slabs, pcc solid block works, foundation plan, cm. sunken slab, minimum depth of the foundation should be m. below the ground level., bearing capacity of the soil is assumed as, under the plinth level solid blocks should be used for external walls., this building is designed for only., two coat hot bitumen should be applied on all under the gr.level., starter, xxxxxxxxxx, owner name address, plot no, location, plot area, type of plot, no of floor, title, job no, scale, drn. by, design by, chk. by, sheet no:

Raw text data extracted from CAD file:

OWNER ' S NAME & ADDRESS PLOT NO : LOCATION : PLOT AREA : Type of plot : No of Floor : TITLE : JOB NO : SCALE : DRN. BY DESIGN BY CHK. BY SHEET NO: 1:100 OWNER ' S NAME & ADDRESS PLOT NO : LOCATION : PLOT AREA : Type of Plot : No of Floor : TITLE : JOB NO : SCALE : DRN. BY DESIGN BY CHK. BY SHEET NO: 1:100 SCHEDULE OF FOOTINGS TYPE P . C . C . R . C . C . SHORT BAR LONG BAR COR. COL. F 1 1.20 X 1.20 X .15 1.00 X 1.00 X .25 6 Y 14 6 Y 14 C 1 F 2 1.50 X 1.50 X .15 1.30 X 1.30 X .30 8 Y 14 8 Y 14 C 2 F 3 1.70 X 1.60 X .15 1.50 X 1.40 X .40 9 Y 14 8 Y 14 C 3 F 4 2.00 X 1.80 X .15 1.80 X 1.60 X .45 13 Y 14 12 Y 14 C 4 F 5 2.20 X 2.00 X .15 2.00 X 1.80 X .50 15 Y 14 13 Y 14 C 5 F 6 2.50 X 2.10 X .20 2.30 X 1.90 X .55 17 Y 14 14 Y 14 C 6 SCHEDULE OF R. C. C. COLUMN TYPE SIZE STEEL STIRRUPS LOAD FC/C 20 d D 6 Y 12 7 Y 8 / M FC1/C 1 30 d D 8 Y 14 7 Y 8 / M C 2 .20 X .20 4 Y 14 7 Y 8 / M 18 T C 3 .20 X .30 6 Y 14 7 Y 8 / M 27 T C 4 .20 X .40 6 Y 14 7 Y 8 / M 36 T C 5 .20 X .50 6 Y 16 7 Y 8 / M 46 T C 6 .20 X .60 8 Y 16 7 Y 8 / M 55 T \A1;.10 \A1;4.20 \A1;.80 \A1;2.60 \A1;.80 \A1;4.20 \A1;1.90 \A1;.10 \A1;.80 \A1;.20 \A1;2.00 \A1;1.90 \A1;1.50 \A1;1.40 \A1;.40 \A1;1.40 \A1;1.00 \A1;4.20 \A1;.10 \A1;.10 \A1;.80 \A1;.20 \A1;1.00 \A1;2.90 \A1;1.50 \A1;1.80 \A1;1.40 \A1;1.00 \A1;4.20 \A1;.10 \A1;.10 \A1;.10 \A1;2.20 \A1;2.00 \A1;4.20 \A1;1.80 \A1;2.40 \A1;1.90 \A1;.10 \A1;14.70 \A1;14.00 SCHEDULE OF PLINTH BEAM TYPE SIZE BOTTOM STRAIGHT BOTTOM. CURTAILED TOP STRAIGHT TOP OVR \fTimes New Roman|b1|i0|c238|p18;SUPP. REMARKS STIRRUPS P 1 .20 X .30 2 Y 14 - 2 Y14 - - Y 8 @ 15 c/c P 2 .20 X .40 2 Y 14 - 3 Y 14 - - Y 8 @ 15 c/c P 3 .20 X .60 2 Y 14 2 Y 14 2 Y 14 2 Y 14 - Y 8 @ 15 c/c P 4 .20 X .60 3 Y 14 2 Y 14 2 Y 14 2 Y 14 - Y 8 @ 15 c/c P 5 .20 X .60 3 Y 14 2 Y 16 2 Y 14 2 Y 16 - Y 8 @ 15 c/c P 6 .20 X .60 4 Y 16 - 4 Y 16 - - Y 8 @ 15 c/c BLOCK WORK = 1:4 PLASTER = 1:3 (Min. 20 mm) SCREEDING = 1:4 WALL TILE = 1:3 PCC UNDER FOOTINGS = 1:2:4 (M15) FOOTINGS = 1:1½ :3 (M 20) (SRC) COLUMNS ,BEAMS & SLABS = 1:1:2 (M 25) P2 P2 P2 PCC & SOLID BLOCK WORKS P2 P3 P3 P3 P2 P2 P3 P3 P3 P3 P3 P6 P3 P3 P5 P5 P4 P4 P4 P5 P3 P4 P6 P3 P3 P2 P6 P1 P1 P1 FOUNDATION PLAN 30 CM. SUNKEN SLAB 1) Minimum Depth Of The Foundation Should Be 1.80 m. Below The Ground Level. 2) Bearing Capacity Of The Soil Is Assumed As 15 T./M². 3) Under The Plinth Level Solid Blocks Should Be Used For External walls. 4) This Building Is Designed For "TWO Floors" Only. 5) Two Coat Hot Bitumen Should Be Applied On All R C C Under The Gr.Level. P3 P3 P5 P2 P3 STARTER 7\fArial Narrow|b0|i1|c186|p34; Y 1\fArial Narrow|b0|i1|c0|p34;4\fArial Narrow|b0|i1|c186|p34;/M\fArial Narrow|b0|i1|c0|p34; T&B xxxxxxxxxx P2 C3 F2 C3 F3 C4 F4 C3 F2 C4 F3 C5 F4 C5 F4 C3 F2 C4 F4 C4 F4 C4 F4 C4 F4 C3 F2 C3 F2 C3 F2 C5 F5 C5 F5 C6 F6 C6 F6 C4 F4 C1 F1 \W0.9;\T0.9;209 \W0.9;\T0.9;264 \W0.9;\T0.9;384 \W0.9;\T0.9;179 \W0.9;\T0.9;320 \W0.9;\T0.9;517 \W0.9;\T0.9;157 \W0.9;\T0.9;134 \W0.9;\T0.9;349 \W0.9;\T0.9;383 \W0.9;\T0.9;101 \W0.9;\T0.9;407 \W0.9;\T0.9;237 \W0.9;\T0.9;398 \W0.9;\T0.9;520 \W0.9;\T0.9;327 \W0.9;\T0.9;227 \W0.9;\T0.9;409 \W0.9;\T0.9;443 \W0.9;\T0.9;621 \W0.9;\T0.9;597 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 2 3 4 5 6 7 A B C D E F G H 1 2 5 6 7 A B C D E F G H 5 5 C1 F1 \W0.9;\T0.9;101 OWNER ' S NAME & ADDRESS PLOT NO : LOCATION : PLOT AREA : Type of plot : No of Floor : TITLE : JOB NO : SCALE : DRN. BY DESIGN BY CHK. BY SHEET NO: 1:100

Language	English
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Steel
Measurement Units
Footprint Area
Building Features
Tags	autocad, base, beam, DETAIL, details, drawing, DWG, FOUNDATION, foundation plan, foundations, fundament, includes, plan, plinth, reinforcement