Basement Waterproofing DWG Detail for AutoCAD

Basement Waterproofing DWG Detail for AutoCAD

Basement Waterproofing – detail

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, basement, name: marezbaan kalyaniwalla, date:, stamp, signature, of basement, section, thk.window sill, thk. brick wall, thk. tar sheet, screed, shahabad tiles, thk.r.c.c. retaining wall, plinth protection, main steel bars, thk.rubble packing, main steel bars, thk. tar sheet, screed, shahabad tiles, construction joint, water bar, main steel bars, thk. brick wall, thk.r.c.c. retaining wall, water bar, construction joint, gutter grating, mm wide gutter, thk.p.c.c. bed, haunch bar, thk.brick bat coba, main steel bars, thk. brick wall, coarse aggregate, shahabad tiles, screed, thk. tar sheet, main steel bars, thk.p.c.c. bed, thk. raft slab, thick rubble packing, plan, exhaust fan, r.c.c. chajja, thick r.c.c. wall, thick screed, water bar, thick shahabad stone, thick tar sheet, view of water bar placement, detail at, thk. p.c.c. bed, thk.brick wall, thk.gutter, gutter grating, thk. p.c.c. lining, gutter grating, sump outlet, thk. brick wall, thk. p.c.c. lining, thk. p.c.c. bed, thk.brick bat coba, gutter grating, retaining wall, thk.brick wall, note as barrier to penetration of water through construction joints and exposed joints in concrete waterstops are fixed and cast against or cast into the thickness of concrete floors and walls the term tanking issued to describe continuous waterproof lining to the walls and floors of substructures to act as tank to exclude water. asphalt tanking should be applied to the outside face of structural walls and under structural floors so that the wall and floors provide resistance against water pressure on the asphalt and the asphalt keeps water from the structure.

Raw text data extracted from CAD file:

CANOPY TREE2 LANDCADD 1987 \A1;3850 \A1;3850 \A1;3850 \A1;150 \A1;350 \A1;230 \A1;50 \A1;150 \A1;1000 \A1;150 \A1;350 \A1;230 \A1;5000 \A1;20000 +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 D D +101.00m +101.00m +101.00m +100.00m 5 5 5 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 BASEMENT NAME: MAREZBAAN KALYANIWALLA DATE: 02-08-2012 STAMP SIGNATURE \LPLAN OF BASEMENT \l(1:200) \LKEY SECTION X-X \l(1:200) 20mm THK.WINDOW SILL 230mm THK. BRICK WALL 10mm THK. TAR SHEET 20mm SCREED 25mm SHAHABAD TILES 350mm THK.R.C.C. RETAINING WALL PLINTH PROTECTION 12mm Ø MAIN STEEL BARS @ 150 c/c 230mm THK.RUBBLE PACKING 12mm Ø MAIN STEEL BARS @ 150 c/c 10mm THK. TAR SHEET 20mm SCREED 25mm SHAHABAD TILES CONSTRUCTION JOINT WATER BAR 12mm Ø MAIN STEEL BARS @ 150 c/c 12mm Ø MAIN STEEL BARS @ 150 c/c 230mm THK. BRICK WALL 350mm THK.R.C.C. RETAINING WALL WATER BAR CONSTRUCTION JOINT GUTTER GRATING 250 mm WIDE GUTTER 200mm THK.P.C.C. BED HAUNCH BAR 200mm THK.BRICK BAT COBA 12mm Ø MAIN STEEL BARS @ 150 c/c 230mm THK. BRICK WALL COARSE AGGREGATE 25mm SHAHABAD TILES 20mm SCREED 10mm THK. TAR SHEET 12mm Ø MAIN STEEL BARS @ 150 c/c 150mm THK.P.C.C. BED 350mm THK. RAFT SLAB 230mm THICK RUBBLE PACKING \LKEY PLAN \l(1:2000) 5 5 5 5 900 X 900 EXHAUST FAN R.C.C. CHAJJA 5 5 5 5 5 \W9.11447; 350mm THICK R.C.C. WALL \W8.98590; 20mm THICK SCREED \W9.56089; WATER BAR \W9.42686; 25mm THICK SHAHABAD STONE \W9.64593; 10mm THICK TAR SHEET \LISOMETRIC VIEW OF WATER BAR PLACEMENT \l(1:20) \LDETAIL AT C \l(1:10) \LDETAIL AT B \l(1:10) \LDETAIL AT A \l(1:10) \LDETAIL AT D \l(1:10) \LSECTIONAL DETAIL AT E \l(1:10) \LDETAIL AT F \l(1:10) 5 5 X X F D C B A E 30mm THK. P.C.C. BED 70mm THK.BRICK WALL 250mm THK.GUTTER GUTTER GRATING 10mm THK. P.C.C. LINING GUTTER GRATING SUMP OUTLET 75mm THK. BRICK WALL 10mm THK. P.C.C. LINING 30mm THK. P.C.C. BED 200mm THK. P.C.C. BED 200mm THK.BRICK BAT COBA GUTTER GRATING 350mm RETAINING WALL 230mm THK.BRICK WALL NOTE :- \LWATERSTOPS\L/WATERBAR AS A BARRIER TO PENETRATION OF WATER THROUGH CONSTRUCTION JOINTS AND EXPOSED JOINTS IN CONCRETE , WATERSTOPS ARE FIXED AND CAST AGAINST OR CAST INTO THE THICKNESS OF CONCRETE FLOORS AND WALLS \LTANKING THE TERM TANKING ISSUED TO DESCRIBE A CONTINUOUS WATERPROOF LINING TO THE WALLS AND FLOORS OF SUBSTRUCTURES TO ACT AS A TANK TO EXCLUDE WATER. ASPHALT TANKING SHOULD BE APPLIED TO THE OUTSIDE FACE OF STRUCTURAL WALLS AND UNDER STRUCTURAL FLOORS SO THAT THE WALL AND FLOORS PROVIDE RESISTANCE AGAINST WATER PRESSURE ON THE ASPHALT AND THE ASPHALT KEEPS WATER FROM THE STRUCTURE.

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