Pile Foundation DWG Detail for AutoCAD

Pile Foundation DWG Detail for AutoCAD

precast and cast in situ – Details shoes

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

kitchen, storage, canteen, down, board room, waiting area, director’s room, balcony, nasa room, seminar hall, computer lab, reading room, library, classroom, classroom, classroom, classroom, photography lab, girls, boys, footing, dia. reinforced concrete piles, r.c.c. column, main reinforcement of column, main reinforcement of piles, r.c.c. column, main reinforcement of column, chilled cast iron shoe, main reinforcement of dia., secondary reinforcement of dia., dia. reinforced concrete piles, dia. ties at, main reinforcement, square, of piles, thk slab, thk beam, thk, pile cap, dia pile, pile toe, circular, square, circular, footing, dia. reinforced concrete piles, r.c.c. column, main reinforcement of column, main reinforcement of piles, r.c.c. column, main reinforcement of column, chilled cast iron shoe, main reinforcement of dia., secondary reinforcement of dia., dia. reinforced concrete piles, dia. ties at, main reinforcement, steel boring tubes driven in as clay cutter takes out soil, shear legs, boring tubes driven in as shell takes out granular soil, when boring has reached required reinforceing cage is lowered into the tubes, air line, pressure cap, air pressure helps to lift tube as concrete is compacted, concrete compacted under pressure in pile boring, starter bars, concrete under pressure fills weak pockets of subsoil, completed pile, enlarge toe formed by concrete, wise construction of pile foundation, plan, cap with, cap with piles, types of piles, distribution on columns diagram, cap, stirrups, r.c.c. column, mm clear cover, top reinforcement bar, bursting bar, top reinforcement bar, bottom reinforcement bar, clear cover, stirrups, top reinforcement beam bar, bottom reinforcement bar, thick pcc bed, bottom reinforcement beam bar, thick brick wall, clear cover, thick pcc bed, pile reinforcement bars, helical stirrups, pile reinforcement bars, clear cover, concrete bulb, cover block, reinforcement column bar, clear cover, stirrups, reinforcement beam bar, clear cover, pile reinforcement bars, helical stirrups, top reinforcement bar, bottom reinforcement bar, reinforcement column bar, bursting bar, stirrups, reinforcement beam bar, mm clear cover, stirrups, r.c.c. column

Raw text data extracted from CAD file:

\A1;3850 \A1;3850 \A1;3850 \A1;150 \A1;1125 \A1;450 \A1;350 \A1;1875 \A1;1875 \A1;350 \A1;675 \A1;150 \A1;350 \A1;450 \A1;1125 \A1;675 \A1;1875 \A1;150 \A1;150 \A1;350 \A1;450 \A1;3000 \A1;1125 \A1;1125 \A1;150 \A1;1125 \A1;450 \A1;350 \A1;1875 \A1;675 \A1;1875 \A1;350 \A1;150 \A1;450 \A1;1125 \A1;1125 \A1;150 \A1;150 \A1;450 \A1;350 \A1;1875 \A1;350 \A1;1875 \A1;50 \A1;120 \A1;120 \A1;750 \A1;75 \A1;350 \A1;75 \A1;450 \A1;50 \A1;50 \A1;50 \A1;350 \A1;100 \A1;435 \A1;450 \A1;450 \A1;60 \A1;60 \A1;85 \A1;60 \A1;500 \A1;100 \A1;1000 \A1;100 \A1;115 \A1;150 \A1;65 \A1;120 \A1;60 \A1;60 \A1;450 \A1;50 \A1;70 \A1;3850 \A1;4000 \A1;3850 \A1;3850 +100.00m +099.50m UP +100.00m +101.80m UP +099.75m +099.75m +101.00m UP Kitchen 75 Sq M Wash^JArea Storage 25 Sq M Canteen 125 Sq M +101.00m +101.50m +101.00m +101.00m +103.00m +101.00m +101.00m +100.00m +99.00m +101.00m +102.35m +103.70m +101.00m +101.00m +101.00m +101.00m +101.00m +101.00m +100.00m UP UP UP UP +99.00m +99.50m +100.00m +100.50m +102.50m +103.0m +103.50m +98.50m +101.00m +103.60m +101.80m Down +103.70m +105.00m +105.00m +103.50m UP UP +103.00m +105.00m +105.00m +104.00m UP +105.00m +101.00m +103.00m Board Room 75 Sq M Waiting area 75 Sq M Principal's^JCabin 30 Sq M Director's Room 30 Sq M Balcony 50 Sq M NASA Room 150 Sq M Seminar Hall 2 150 Sq M Computer lab 200 Sq M reading Room 150 Sq M Library 400 Sq M Classroom 3a 150 Sq M Classroom 3b 150 Sq M Classroom 5a 150 Sq M Classroom 5b 150 Sq M +99.00m UP UP UP UP +099.75m +099.50m Photography lab 200 Sq M Girls 30 Sq M Boys 30 Sq M +103.50m +103.50m A A C D F G E B C D G F E B A +101.00m +102.00m B E G D C F A F B E G D C FOOTING 250MM DIA. REINFORCED CONCRETE PILES (350X350)MM R.C.C. COLUMN MAIN REINFORCEMENT OF COLUMN MAIN REINFORCEMENT OF PILES \LPLAN \fArial|b0|i0|c0|p34;\H0.6667x;\lSCALE 1:25 \LSECTION \fArial|b0|i0|c0|p34;\H0.6667x;\lSCALE 1:25 (350X350)MM R.C.C. COLUMN MAIN REINFORCEMENT OF COLUMN CHILLED CAST IRON SHOE MAIN REINFORCEMENT OF 20MM DIA. SECONDARY REINFORCEMENT OF 10MM DIA. 250MM DIA. REINFORCED CONCRETE PILES 10MM DIA. TIES AT 120MM C/C 10MM DIA. TIES AT 90MM C/C MAIN REINFORCEMENT 5 5 5 SQUARE \LTYPES OF PILES 150mm thk r.c.c^Jfloor slab 350x450mm thk beam 350mm thk retaining^Jwall Pile Cap 250mm dia pile Pile Toe CIRCULAR SQUARE CIRCULAR \LKEY SECTION^J\fArial|b0|i0|c0|p34;\H0.6667x;\lSCALE 1:250 0-40 40-80 80-120 120-160 160-200 FOOTING 250MM DIA. REINFORCED CONCRETE PILES (350X350)MM R.C.C. COLUMN MAIN REINFORCEMENT OF COLUMN MAIN REINFORCEMENT OF PILES \LPLAN \fArial|b0|i0|c0|p34;\H0.6667x;\lSCALE 1:25 \LSECTION \fArial|b0|i0|c0|p34;\H0.6667x;\lSCALE 1:25 (350X350)MM R.C.C. COLUMN MAIN REINFORCEMENT OF COLUMN CHILLED CAST IRON SHOE MAIN REINFORCEMENT OF 20MM DIA. SECONDARY REINFORCEMENT OF 10MM DIA. 250MM DIA. REINFORCED CONCRETE PILES 10MM DIA. TIES AT 120MM C/C 10MM DIA. TIES AT 90MM C/C MAIN REINFORCEMENT STEEL BORING TUBES DRIVEN IN AS CLAY CUTTER TAKES OUT SOIL 1 SHEAR LEGS BORING TUBES DRIVEN IN AS SHELL TAKES OUT GRANULAR SOIL 2 WHEN BORING HAS REACHED REQUIRED DEPTH, REINFORCEING CAGE IS LOWERED INTO THE TUBES 3 AIR LINE PRESSURE CAP AIR PRESSURE HELPS TO LIFT TUBE AS CONCRETE IS COMPACTED CONCRETE COMPACTED UNDER PRESSURE IN PILE BORING 4 5 STARTER BARS CONCRETE UNDER PRESSURE FILLS WEAK POCKETS OF SUBSOIL COMPLETED PILE ENLARGE TOE FORMED BY CONCRETE \LSTEP WISE CONSTRUCTION OF PILE FOUNDATION \LPART PLAN \H0.75x;\lSCALE 1:250 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 \LPILE CAP WITH 3 PILES\H0.75x; \H0.8333x;\lSCALE 1:50 \LPILE CAP WITH 5 PILES\H0.75x; \H0.8333x;\lSCALE 1:50 \LPILE CAP WITH 6 PILES\H0.75x; \H0.8333x;\lSCALE 1:50 \LPILE CAP WITH 4 PILES \H0.625x;\lSCALE 1:50 \LDIFFERENT TYPES OF PILES 5 5 5 5 5 5 5 \LSECTION A-A\H0.8x; \H0.75x;\lSCALE 1:250 A A \LKEY PLAN\fArial Black|b0|i0|c0|p34;\H1.25x; \fGulim|b0|i0|c0|p34;\H0.6x;\lSCALE 1:500 \LLOAD DISTRIBUTION ON COLUMNS DIAGRAM Y Y \LPILE CAP SECTION\H0.8x; \H0.75x;\l(SCALE 1:10) \LPILE CAP PLAN^J\H0.6x;\l(SCALE 1:10) 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 8mm Ø STIRRUPS @ 100mm c/c 350 X 350 R.C.C. COLUMN 50 mm CLEAR COVER 10mm Ø TOP REINFORCEMENT BAR @ 120mm c/c 10mm Ø BURSTING BAR @ 120mm c/c 10mm Ø TOP REINFORCEMENT BAR @ 120mm c/c 16mm Ø BOTTOM REINFORCEMENT BAR @ 120mm c/c 85mm CLEAR COVER 8mm Ø STIRRUPS @ 75mm c/c 12mm Ø TOP REINFORCEMENT BEAM BAR 16mm Ø BOTTOM REINFORCEMENT BAR @ 120mm c/c 100mm THICK PCC BED 12mm Ø BOTTOM REINFORCEMENT BEAM BAR 115mm THICK BRICK WALL 75mm CLEAR COVER 5 5 100mm THICK PCC BED 20mm Ø PILE REINFORCEMENT BARS 8mm Ø HELICAL STIRRUPS @ 150mm c/c 20mm Ø PILE REINFORCEMENT BARS 60mm CLEAR COVER CONCRETE BULB COVER BLOCK 12mm Ø REINFORCEMENT COLUMN BAR \A1;150 50mm CLEAR COVER 8mm Ø STIRRUPS @ 75mm c/c 12mm Ø REINFORCEMENT BEAM BAR 50mm CLEAR COVER 20mm Ø PILE REINFORCEMENT BARS \A1;50 8mm Ø HELICAL STIRRUPS @ 150mm c/c 10mm Ø TOP REINFORCEMENT BAR @ 120mm c/c 16mm Ø BOTTOM REINFORCEMENT BAR @ 120mm c/c 12mm Ø REINFORCEMENT COLUMN BAR 10mm Ø BURSTING BAR @ 120mm c/c 8mm Ø STIRRUPS @ 75mm c/c 12mm Ø REINFORCEMENT BEAM BAR 50 mm CLEAR COVER 8mm Ø STIRRUPS @ 100mm c/c 350 X 350 R.C.C. COLUMN 5 5 5 5

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, cast, DETAIL, details, DWG, footings, FOUNDATION, foundations, fundament, pile, precast, shoes