Flat Slab DWG Full Project for AutoCAD

Flat Slab DWG Full Project for AutoCAD

Analysis of flat slab; with details of veins; and signaling their types Specifications ribs; armed and structural plant Type Flat slab with details – canted beams . slab sections; specifications Flat slab; slab lower beam; construction mashroom; solid concrete floor without projecting hatches.tambien site termed mashroom construction in india. the system is designed for heavy loads uniformly distributed superimposed

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

canopy, landcadd, admin office, general store, ladies, gents, design cell, kitchen, storage, cashier, canteen, boys common room, sports room, girls common room, model making room, staff room, visiting staff room, girls, stationary store, av room, seminar room, jury room, entrance foyer, survey levelling room, climatology lab, material lab, studio, studio, studio, studio, maintainance room, boys, reading room, photography lab, computer lab, seminar room, jury room, seminar room, lecture hall, toilet, padmashree dr. d.y.patil college of architecture navi mumbai, b.arch, batch, roll no., assign. no.:, subject: building construction, flat slab, name: marezbaan kalyaniwalla, date:, stamp, signature, section, board room, admin office, jury room, reading room, studio, r.c.c column, drop panel, column capital, thk r.c.c slab, dia bars, dia bars, dia bars alternate bars bent up, dia bars, dia bars alternate bars bent up, dia bar bent at for shear, dia bars, bar bent at for shear, plan, bars, thick rcc slab, bars, dia bars alternate bars bent up, drop panel, column capital, r.c.c column, through middle, through column, drop panel, r.c.c column, bars, drop panel, column capital, drop panel, section, drop panel, dia stirrups, capital, main steel bars, r.c.c. column, bars, main steel anchored in the slab, stirrups, r.c.c. column, drop panel, bars, and drop panel, main steel anchored in the slab, bars, mm thick r.c.c. slab, main steel anchored in the column above, and drop panel section, reinforcement, bars, flat slab

Raw text data extracted from CAD file:

CANOPY TREE2 LANDCADD 1987 \A1;3850 \A1;3830 \A1;3850 \A1;6000 \A1;3000 \A1;3000 \A1;1300 \A1;500 \A1;270 \A1;270 \A1;200 \A1;300 \A1;3000 \A1;1300 \A1;500 \A1;200 \A1;6000 \A1;6000 \A1;6000 \A1;1500 \A1;1500 \A1;3000 \A1;6000 \A1;1500 \A1;3000 \A1;1500 \A1;6000 \A1;3000 \A1;1500 \A1;1500 \A1;1500 \A1;6000 \A1;3000 \A1;1500 \A1;1500 \A1;3000 \A1;1500 +100.00m +099.50m UP Admin Office 150 Sq M Reception/^JWaiting^JArea 35 Sq M General Store 25 Sq M Ladies 20 Sq M Gents 25 Sq M Design Cell 100 Sq M +100.00m +101.80m UP +099.75m +099.75m +101.00m UP Kitchen 75 Sq M Wash^JArea Storage 25 Sq M Cashier 25 Sq M Canteen 125 Sq M Boys Common Room 50 Sq M Sports Room 150 Sq M Girls Common Room 50 Sq M Workshop/ Model Making Room 250 Sq M +101.00m +101.50m +101.00m +101.00m +103.00m Staff Room 85 Sq M Visiting Staff Room 50 Sq M Girls 30 Sq M +101.00m +101.00m +100.00m +99.00m +101.00m +102.35m +103.70m +101.00m +101.00m Stationary Store 30 Sq M AV Room 250 Sq M Seminar Room 1 75 Sq M Jury Room 150 Sq M Entrance Foyer 300 Sq M UP UP UP UP Survey Levelling Room 50 Sq M Climatology lab 100 Sq M Material Lab 150 Sq M Studio 2b 150 Sq M Studio 2a 150 Sq M Studio 1b 150 Sq M Studio 1a 150 Sq M +99.00m +99.50m +100.00m +100.50m +102.50m +103.0m +103.50m +98.50m +101.00m +99.00m Lecture^JHall 2 75 Sq M Lecture^Jhall 1 75 Sq M Maintainance Room 20 Sq M Boys 30 Sq M UP UP UP UP +099.75m +099.50m +101.00m +102.00m +098.50m +099.50m +099.75m +102.00m +102.50m +103.00m +102.50m +102.50m +103.00m +103.50m +104.00m +104.50m +101.00m +102.00m +101.50m +100.50m +101.00m +100.00m +099.50m +099.00m +098.50m +098.00m A C D G F E B C D G E B F A +101.00m +101.00m +101.00m +100.00m Reading Room Photography lab Computer lab Seminar Room 2 Jury Room Seminar Room 1 Lecture Hall 2 Lecture Hall 1 Toilet Toilet Padmashree Dr. D.Y.Patil College of Architecture Nerul, Navi Mumbai 4th YEAR, B.ARCH Batch : 2012-2013 ROLL NO. : ASSIGN. NO.: SUBJECT: BUILDING CONSTRUCTION FLAT SLAB NAME: MAREZBAAN KALYANIWALLA DATE: 02-08-2012 STAMP SIGNATURE SECTION A-A 5 5 5 Board Room Admin Office Jury Room Reading Room Studio Studio 500 X500 R.C.C COLUMN 3000 X 3000 X 300 DROP PANEL 1300 X 1300 COLUMN CAPITAL 200MM THK R.C.C SLAB O 12MM DIA BARS @ 220MM c/c 12MM DIA BARS @ 110MM c/c 12MM DIA BARS @ 110MM c/c 12MM DIA BARS @ 110MM c/c B' B C' C A A B B C C 12MM DIA BARS @ 110MM c/c 12MM DIA BARS @ 220MM c/c 12MM DIA BARS @ 210MM c/c 12MM DIA BARS @ 300MM c/c 12MM DIA BARS @ 150MM c/c ALTERNATE BARS BENT UP 12MM DIA BARS @ 160MM c/c 12MM DIA BARS @ 110MM c/c 12MM DIA BARS @ 150MM c/c ALTERNATE BARS BENT UP 12MM DIA BAR BENT AT 45 FOR SHEAR O 12MM DIA BARS @ 210MM c/c 12MM DIA BARS @ 110MM c/c 12MM DIA BARS @ 210MM c/c 12MM d\fGulim|b0|i0|c204|p34; BAR BENT AT 45 FOR SHEAR \LKEY PLAN \H0.6x;\l(SCALE 1:200) 12MM \H1.083x;d\fGulim|b0|i0|c204|p34;\H0.9234x; BARS @ \fGulim|b0|i0|c0|p34;11\fGulim|b0|i0|c204|p34;0MM c/c 200MM THICK RCC SLAB 12MM \H1.083x;d\fGulim|b0|i0|c204|p34;\H0.9234x; BARS @ \fGulim|b0|i0|c0|p34;22\fGulim|b0|i0|c204|p34;0MM c/c 12MM \H1.083x;d\fGulim|b0|i0|c204|p34;\H0.9234x; BARS @ \fGulim|b0|i0|c0|p34;22\fGulim|b0|i0|c204|p34;0MM c/c 12MM DIA BARS @ 150MM c/c ALTERNATE BARS BENT UP 3000 X 3000 X 300 DROP PANEL 1300 X 1300 COLUMN CAPITAL 500 X 500 R.C.C COLUMN \LSECTION THROUGH MIDDLE STRIP\l (SCALE 1:50) \LSECTION THROUGH COLUMN STRIP\l (SCALE 1:50) 3000 X 3000 X 300 DROP PANEL 500 X 500 R.C.C COLUMN 12MM \H1.083x;d\fGulim|b0|i0|c204|p34;\H0.9234x; BARS @ \fGulim|b0|i0|c0|p34;11\fGulim|b0|i0|c204|p34;0MM c/c 12MM \H1.083x;d\fGulim|b0|i0|c204|p34;\H0.9234x; BARS @ \fGulim|b0|i0|c0|p34;11\fGulim|b0|i0|c204|p34;0MM c/c 12MM \H1.083x;d\fGulim|b0|i0|c204|p34;\H0.9234x; BARS @ \fGulim|b0|i0|c0|p34;22\fGulim|b0|i0|c204|p34;0MM c/c 12MM \H1.083x;d\fGulim|b0|i0|c204|p34;\H0.9234x; BARS @ \fGulim|b0|i0|c0|p34;22\fGulim|b0|i0|c204|p34;0MM c/c 12MM \H1.083x;d\fGulim|b0|i0|c204|p34;\H0.9234x; BARS @ \fGulim|b0|i0|c0|p34;11\fGulim|b0|i0|c204|p34;0MM c/c 12MM \H1.083x;d\fGulim|b0|i0|c204|p34;\H0.9234x; BARS @ \fGulim|b0|i0|c0|p34;11\fGulim|b0|i0|c204|p34;0MM c/c 3000 X 3000 X 300 DROP PANEL 1300 X 1300 COLUMN CAPITAL 3000 X 3000 X 300 DROP PANEL \LKEY SECTION \H0.6x;\l(SCALE 1:200) 3000 X 3000 X 300 DROP PANEL 8MM DIA STIRRUPS @ 200MM c/c 1300 X \fGulim|b0|i0|c0|p34;1\fGulim|b0|i0|c204|p34;300 \fGulim|b0|i0|c0|p34;COLUMN CAPITAL 16MMd MAIN STEEL BARS 500 X 500 R.C.C. COLUMN 12MM d BARS @ 270MM c/c 16MM d MAIN STEEL ANCHORED IN THE SLAB 8MM d STIRRUPS @ 2OOMM c/c 500 X 500 R.C.C. COLUMN 1300 X \fGulim|b0|i0|c0|p34;13\fGulim|b0|i0|c204|p34;00 \fGulim|b0|i0|c0|p34;COLUMN\fGulim|b0|i0|c204|p34; \fGulim|b0|i0|c0|p34;CAPITAL 3000 X 3000 X 300 DROP PANEL 12MM d BARS @ 270MM c/c \LCOLUMN AND DROP PANEL \fGulim|b1|i0|c204|p34;REINFORCEMENT PLAN\fGulim|b0|i0|c0|p34; \H0.6x;\l(SCALE 1:50) 16MM d MAIN STEEL ANCHORED IN THE SLAB 12MM d BARS @ 270MM c/c 12MM d BARS @ 270MM c/c 200 MM THICK R.C.C. SLAB 16MM d MAIN STEEL ANCHORED IN THE COLUMN ABOVE \LCOLUMN AND DROP PANEL SECTION \fGulim|b0|i0|c0|p34;\H0.6x;\l(SCALE 1:50) \LBOTTOM REINFORCEMENT PLAN\l (SCALE 1:50) \LTOP REINFORCEMENT PLAN\l (SCALE 1:50) 12MM \H1.083x;d\fGulim|b0|i0|c204|p34;\H0.9234x; BARS @ \fGulim|b0|i0|c0|p34;11\fGulim|b0|i0|c204|p34;0MM c/c 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 FLAT SLAB 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5

Language	English
Drawing Type	Full Project
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel
Measurement Units
Footprint Area
Building Features
Tags	analysis, armed, assoalho, autocad, construction, deck, details, DWG, flat, fliese, fließestrich, floating floor, floor, flooring, full, fußboden, heavy, holzfußboden, load, piso, plancher, plancher flottant, Project, ribs, signaling, slab, specifications, structural, tile, types