Pile Foundation Details DWG Detail for AutoCAD

Pile Foundation Details DWG Detail for AutoCAD

Pile foundation system with pile reinforcement details. Diffrent types of pile and the pile shoe cap design. Pile cap and pile cap designs.

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

rizvi college of architecture., sub. building construction., roll no., fourth year, name vidhi shah, drawing no., signature, main, reinforcement, stirrups, isometric view, bars, scale, isometric view, stirrups, scale, bars, main, reinforcement, main bars, stirrups, bars, bars, main bars, section through rayker beam, mm deep, r.c.c. fulcrum girder, mm deep, rayker beam, mm thk, cement screed, mm thk, floor finish, mm thk, carpet, bars, stirrups, stirrups, main bars, main bars, stirrups, section through fulcrum girder, and slab, mm deep, r.c.c. fulcrum girder, mm deep, rayker beam, mm thk, cement screed, mm thk, floor finish, mm thk, carpet, main bars, stirrups, racker beam, fulcrum beam, inclined beam, plan, section aa’, racker, fulcrum, steel girder, cat walk, a.c. sheet roofing, gutter beam, fly, gallery, fly, tower, green, room, back, stage, back stage, side stage, green room with attatched toilet, store room, rehersal room, d.r.p., internal plaster, r.c.c. retaining wall, external brick lining, shahabad tanking thk hand cut tiles with screed water, compacted earth, tor both ways, construction joint, water bar, cc’ new, skirting, flooring, screed, r.c.c. slab, internal plaster, downstand beam, upstand beam, p.c.c. flooring, foam concrete, tor, top and bottom, precast channel grating, reinforcement, not shown for, p.c.c. bed, raft slab foundation, al. top hung window, concrete wata, grating, p.c.c. surface, rainwater channel, drip mould, upstand beam, external brick wall, dd’, r.c.c. beam, brick infill, r.c.c. shear wall, tor both ways, p.c.c. bed, r.c.c. slab, tile flooring, internal plaster, shahabad tanking, external brick lining, p.c.c. flooring, water bar or, construction joint, foam concrete, tor both ways top and bottom, raft slab foundation, p.c.c. bed, bitumen layer, screed, plan, r.c.c. coulmn, upstand beam, precast concrete channel, al. top hung pivotted window, r.c.c. column, r.c.c. retaining wall, p.c.c apron, rizvi college of architecture., sub. building construction., roll no., fourth year, name rafay ahmad, drawing no., signature, kitchen counter, scale, date, plan of pile, column load, pile, distance between the, tensile forces, between pile heads, centres of the piles, effective depth, of the pile caps, pile, column perimeter, critical perimeter for, critical section for, pile cap, punching shear, normal shear, square, circular, octagon, forces in truss system, types of piles, m.s shoe, split and turned ends, mm m.s. straps cast into cast iron shoe, cast iron shoe, nos. dia bars column reinforcemt, dia. stirrups, mm deep pile cap, nominal reinforcemnt cage of dia. bars bothways, dia bars main reinforcement, mm p.c.c bed with waterproofing treatment, nos. mm dia bars pile reinforcement, mm dia helical stirrups, m.s shoe, dry rubble, compact earth, mm thick p.c.c bed, section through pile and, rcc column, tor main steel, column binders, concrete pile cap, pile cap binders, p.c.c bed thk, concrete piles dia, horizontal links around upstanding end of main bars, bonding bars to enable beam and cap to be cast separately, main bars designed to resist tensile forces, bars projecting into cap from piles, main bars top and bottom, section through typical pile and, section at critical plane for normal shear

Raw text data extracted from CAD file:

Rizvi College of Architecture. Sub. - Building Construction. Roll No. - 861 Fourth Year Name - Vidhi Shah Drawing No. - Signature - \A1;1000 \A1;1000 \A1;400 \A1;150 \A1;250 \A1;1400 \A1;750 \A1;1000 16 O MAIN T REINFORCEMENT 10 O STIRRUPS T ISOMETRIC VIEW 12 O BARS @ 150 c/c T SCALE 1:20 ISOMETRIC VIEW (RAYKER BEAM) 10 O STIRRUPS SCALE 1:20 12 O BARS @ 150 c/c T 16 O MAIN REINFORCEMENT 20 O MAIN BARS T 12 O STIRRUPS T 12 O BARS T 12 O BARS @ 150 c/c T 20 O MAIN BARS T SECTION THROUGH RAYKER BEAM 750 5 (SCALE 1:20) 1000 MM DEEP R.C.C. FULCRUM GIRDER 750 MM DEEP RAYKER BEAM 20 MM THK CEMENT SCREED 20 MM THK FLOOR FINISH 20 MM THK CARPET 12 O BARS @ 150 c/c T 10 O STIRRUPS T 12 O STIRRUPS T 20 O MAIN BARS T 20 O MAIN BARS 12 O STIRRUPS 5 SECTION THROUGH FULCRUM GIRDER AND SLAB (SCALE 1:20) 5 5 5 5 250 1000 MM DEEP R.C.C. FULCRUM GIRDER 750 MM DEEP RAYKER BEAM 20 MM THK CEMENT SCREED 20 MM THK FLOOR FINISH 20 MM THK CARPET 20 O MAIN BARS T 12 O STIRRUPS T 400 X RACKER BEAM 800 X 1200 FULCRUM BEAM INCLINED BEAM PLAN SC 1 : 200 SECTION AA' SC 1 : 200 400 X 600 RACKER 800 X 1200 FULCRUM N STEEL GIRDER CAT WALK A.C. SHEET ROOFING GUTTER BEAM FLY GALLERY FLY TOWER GREEN ROOM BACK STAGE BACK STAGE SIDE STAGE GREEN ROOM WITH ATTATCHED TOILET STORE ROOM REHERSAL ROOM D.R.P. (230mm THK) INTERNAL PLASTER (12mm THK) R.C.C. RETAINING WALL (230mm THK) EXTERNAL BRICK LINING (230mm THK) SHAHABAD TANKING (2 LAYERED, 75mm THK, 30 THK HAND CUT TILES WITH SCREED & WATER PROOFING) COMPACTED EARTH TOR 12 @ 150 c/c. BOTH WAYS CONSTRUCTION JOINT WATER BAR \LSECTION CC' \fTimes New Roman|b1|i0|c0|p18;\H0.7x;\l(SCALE 1: 25) SKIRTING (300mm x 150mm x 15mm) FLOORING (300mm x 30mm x 20mm) SCREED (50mm THK) R.C.C. SLAB (125mm THK) INTERNAL PLASTER (12mm THK) DOWNSTAND BEAM (IN ELEVATION) UPSTAND BEAM (400mm x 700mm) P.C.C. FLOORING (150mm THK) FOAM CONCRETE TOR 16 @ 150 c/c. BOTHWAYS, TOP AND BOTTOM PRECAST CHANNEL GRATING (BEAM REINFORCEMENT NOT SHOWN FOR CLARITY) P.C.C. BED (150mm THK) RAFT SLAB FOUNDATION (300mm THK.) 400 400 450 300 350 230 230 75 2000 3585 450 200 230 500 125 1200 100 100 450 300 75 75 450 Al. TOP HUNG WINDOW CONCRETE WATA GRATING P.C.C. SURFACE RAINWATER CHANNEL DRIP MOULD UPSTAND BEAM EXTERNAL BRICK WALL (230mm THK) \LSECTION DD' \l(SCALE 1: 25) R.C.C. BEAM (575mm x 230mm) BRICK INFILL R.C.C. SHEAR WALL (230mm THK) TOR 12 @ 150mm c/c. BOTH WAYS P.C.C. BED (100mm THK) R.C.C. SLAB (125mm THK) TILE FLOORING (20mm THK) INTERNAL PLASTER (12mm THK) SHAHABAD TANKING (75mm THK) EXTERNAL BRICK LINING (230mm THK) P.C.C. FLOORING (150mm THK) WATER BAR (P.V.C. OR RUBBER) CONSTRUCTION JOINT FOAM CONCRETE TOR 16 @ 150 c/c. BOTH WAYS TOP AND BOTTOM RAFT SLAB FOUNDATION (300mm THK) P.C.C. BED (150mm THK) BITUMEN LAYER 150 450 300 75 150 50 150 300 230 1200 300 300 300 300 300 150 150 150 150 150 150 SCREED (50mm THK) \LPART PLAN \l(SCALE 1: 50) R.C.C. COULMN (500mm x 850 mm) UPSTAND BEAM (400mm x 700mm) UPSTAND BEAM (500mm x 600mm) PRECAST CONCRETE CHANNEL Al. TOP HUNG PIVOTTED WINDOW R.C.C. COLUMN (500mm x 850mm) R.C.C. RETAINING WALL (230mm THK) 540 850 4000 540 3500 540 450 850 620 5040 6200 3435 400 2000 230 1200 P.C.C APRON (450mm x 300mm) Rizvi College of Architecture. Sub. - Building Construction. Roll No. - 861 Fourth Year Name - Rafay Ahmad Drawing No. - Signature - Kitchen Counter Scale Date \A1;23.1386 \A1;23.1386 \A1;23.1386 \A1;64.5000 \A1;40.5000 \A1;57.0000 \A1;53.0000 \A1;48.0000 \A1;23.5000 \A1;39.5000 \A1;20.0000 \A1;10.0000 \A1;7.5000 \A1;111.0000 \A1;150.5000 \A1;92.0000 2 3 1 6 9 11 12 2 3 1 6 9 11 12 A B E H I C J G F K A B E H I C J G F K Plan of Pile Foundation\fCityBlueprint|b0|i0|c2|p2;\H0.71429x; \fCandara|b0|i0|c0|p34;\H0.5x;(scale - 1:200) COLUMN LOAD PILE PILE PILE PILE DISTANCE BETWEEN THE TENSILE FORCES BETWEEN PILE HEADS CENTRES OF THE PILES EFFECTIVE DEPTH OF THE PILE CAPS PILE COLUMN PERIMETER CRITICAL PERIMETER FOR CRITICAL SECTION FOR PILE CAP PUNCHING SHEAR NORMAL SHEAR SQUARE CIRCULAR OCTAGON Forces in a Truss System Types of Piles M.S Shoe SPLIT AND TURNED ENDS 65 x 10 MM M.S. STRAPS CAST INTO CAST IRON SHOE CAST IRON SHOE 8 NOS. 16MM DIA BARS COLUMN REINFORCEMT 8MM DIA. STIRRUPS @200 C/C 500 MM DEEP PILE CAP NOMINAL REINFORCEMNT CAGE OF 12MM DIA. BARS BOTHWAYS 16MM DIA BARS - MAIN REINFORCEMENT 150 MM P.C.C BED WITH WATERPROOFING TREATMENT 8 NOS. 25 MM DIA BARS PILE REINFORCEMENT 8 MM DIA HELICAL STIRRUPS @ 200 C/C M.S SHOE DRY RUBBLE COMPACT EARTH 150 MM THICK P.C.C BED Section through Piles, Pile cap, and column.\fCityBlueprint|b0|i0|c2|p2;\H0.71429x; \fCandara|b0|i0|c0|p34;\H0.5x;(scale - 1:20) RCC COLUMN - 350 x 500 25 TOR MAIN STEEL COLUMN BINDERS @ 150 C/C CONCRETE PILE CAP PILE CAP BINDERS P.C.C BED 100 THK CONCRETE PILES 600 DIA HORIZONTAL LINKS AROUND UPSTANDING END OF MAIN BARS BONDING BARS TO ENABLE BEAM AND CAP TO BE CAST SEPARATELY MAIN BARS DESIGNED TO RESIST TENSILE FORCES BARS PROJECTING INTO CAP FROM PILES MAIN BARS @ TOP AND BOTTOM Section through typical pile and beam\fCityBlueprint|b0|i0|c2|p2;\H0.71429x; Section at critical plane for normal shear Plan Sub. - Building Construction. Roll No. - 801 Fourth Year Name - Rafay Ahmad Drawing No. -4 Signature - Pile Foundation Scale-1:25 Date:12/3/13 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 150 \A1;600

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, DETAIL, details, DWG, FOUNDATION, foundations, fundament, pile, reinforcement, system, types