Details Of Piles DWG Detail for AutoCAD

Details Of Piles DWG Detail for AutoCAD

Details of concrete piles with bolsters

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

lap, lap, lap, lap, lap, lap, lap, lap, lap, lap, lap, lap, lap, lap, lap, no para construccion, concrete bases strength: f’c, base, stir., section, u.b.l., u.p.l., pile, f.f.l, stirrup, stirrup, section, section, stir., stirrup, stirrup, f.f.l, u.b.l., pile, u.p.l., f.f.l, stirrup, stirrup, pile, u.b.l., u.p.l., f.f.l, anchor, stirrup, pile, stirrup, stirrup, f.f.l, pile, u.p.l., u.b.l., leveles in meters, dimensions in meter, anchor bolt steel:, see dwg. to building foundation, strength: fy, concrete piles strength: f’c, f.f.l. finish floor level, u.b.l. upper base level, u.p.l. upper pile level, stir., stir., stir., stir., through, through, stir., section, stir., section, pile, through, section, stir., section, stir., through, through, through, through, through, pile, pile, stir., section, stir., section, pile, through, through, u.b.l., through, pile, section, stir., section, stir., pile, through, through, pile, section, stir., section, lap, stir., pile, through, through, stir., section, pile, section, pile, stir., anchor, see anchor bolt of steel bldg. contractor, u.p.l., stirrup, stirrup, stirrup, stirrup, stirrup, pile, through, through, section, section, pile, tipo, through, through, tipo

Raw text data extracted from CAD file:

\A1;4.00 \A1;2.00 \A1;0.60 \A1;0.05 \A1;0.45 \A1;0.60 \A1;2.00 \A1;0.45 \A1;0.05 \A1;1.00 \A1;4.00 \A1;0.70 \A1;0.90 \A1;0.30 \A1;1.20 \A1;1.20 \A1;0.30 \A1;0.90 \A1;0.70 \A1;4.00 \A1;1.20 \A1;0.05 \A1;0.45 \A1;0.05 \A1;2.00 \A1;0.05 \A1;0.80 \A1;0.05 \A1;0.70 \A1;0.80 \A1;6.50 \A1;0.05 \A1;3.00 \A1;6.00 \A1;0.80 \A1;0.05 \A1;0.05 \A1;0.70 \A1;4.50 \A1;4.00 \A1;3.50 \A1;2.00 \A1;0.30 LAP \A1;0.60 \A1;0.50 \A1;0.05 \A1;0.05 \A1;0.60 \A1;0.70 \A1;0.30 LAP \A1;0.05 \A1;0.05 \A1;0.60 \A1;0.70 \A1;0.30 LAP \A1;0.05 \A1;0.05 \A1;0.30 LAP \A1;0.60 \A1;0.50 \A1;0.05 \A1;0.05 X \A1;0.05 \A1;0.05 \A1;0.50 \A1;0.60 \A1;0.30 LAP \A1;0.05 \A1;0.05 \A1;0.50 \A1;0.60 \A1;0.30 LAP \A1;0.05 \A1;0.05 \A1;0.30 LAP \A1;0.70 \A1;0.60 \A1;0.05 \A1;0.05 \A1;0.30 LAP \A1;0.70 \A1;0.60 \A1;1.00 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.05 \A1;2.20 \A1;4.30 \A1;0.70 \A1;0.55 \A1;3.50 \A1;1.00 \A1;4.50 \A1;4.50 \A1;1.00 \A1;3.50 \A1;0.05 \A1;3.50 \A1;1.00 \A1;4.50 \A1;0.45 \A1;0.45 \A1;0.05 \A1;0.05 \A1;0.30 LAP \A1;0.70 \A1;0.60 \A1;0.05 \A1;0.05 \A1;0.30 LAP \A1;0.70 \A1;0.60 \A1;0.15 \A1;0.15 \A1;0.30 LAP \A1;0.60 \A1;0.70 \A1;0.05 \A1;0.05 \A1;0.30 LAP \A1;0.60 \A1;0.70 \A1;0.05 \A1;0.05 \A1;0.05 \A1;0.05 \A1;0.70 \A1;0.60 \A1;0.30 LAP \A1;0.05 \A1;0.05 \A1;0.70 \A1;0.60 \A1;0.30 LAP \A1;0.30 LAP \A1;0.60 \A1;0.70 \A1;0.05 \A1;0.05 \A1;0.30 LAP \A1;0.60 \A1;0.70 \A1;0.05 \A1;0.05 \A1;0.05 \A1;0.05 \A1;0.50 \A1;0.60 \A1;0.25 \A1;0.25 \A1;0.225 \A1;0.225 \A1;0.65 \A1;0.60 \A1;0.60 \A1;0.50 \A1;0.05 \A1;0.05 \A1;0.25 \A1;0.25 \A1;0.225 \A1;0.225 \A1;0.65 \A1;0.60 NO PARA CONSTRUCCION \A1;0.05 \A1;0.05 \A1;0.05 4.- CONCRETE BASES STRENGTH: f'c = 210 Kg/cm2 (3000 psi) BASE CB-2 BASE CB-1 1.766657422334902 2.253516997181123 2.366016997181305 @ 0.20 m STIR. # 4 12 # 4 1.766657422334902 0.1712643853738882 SECTION B- B U.B.L. +19.24 U.P.L. +17.04 0.6841728248455183 0.6841728248455183 0.6591728248454274 PILE PL-5 0.6841728248455183 E E F.F.L +19.39 0.6841728248455183 0.6841728248455183 B 0.6591728248454274 20 # 5 B STIRRUP # 4 @20cm 12 # 4 0.6591728248454274 0.6841728248455183 F F STIRRUP # 3 10 # 5 0.6841728248455183 SECTION F- F SECTION D- D SECTION E- E SECTION C- C 3.28596309991508 3.28596309991508 SECTION A - A 5.480715711722496 3.28596309991508 5.480715711722496 @ 0.20 m STIR. # 4 12 # 4 0.6841728248455183 0.6841728248455183 12 # 4 STIRRUP # 4 @20cm A A -0.0249999999996362 0.6841728248455183 10 # 5 STIRRUP # 3 F F 0.6841728248455183 20 # 5 0.6841728248455183 0.6841728248455183 F.F.L +19.39 E E 0.6841728248455183 0.6841728248455183 0.6841728248455183 U.B.L. +19.21 0.6841728248455183 0.6841728248455183 0.6841728248455183 0.6841728248455183 PILE PL-4 0.6841728248455183 0.6841728248455183 0.6841728248455183 0.6841728248455183 U.P.L. +18.21 0.6841728248455183 0.6841728248455183 0.6841728248455183 E E F.F.L +19.39 0.6841728248455183 0.6841728248455183 20 # 5 0.6841728248455183 F F STIRRUP # 3 10 # 5 0.6841728248455183 -0.0249999999996362 A A STIRRUP # 4 @20cm 12 # 4 PILE PL-3 0.6841728248455183 0.6841728248455183 U.B.L. +19.24 U.P.L. +18.24 0.6841728248455183 0.6841728248455183 0.6841728248455183 -0.3158271751563007 C C F.F.L +19.39 ANCHOR 0.6841728248455183 5 5 16 # 5 -0.3158271751563007 D D 8 # 5 0.6841728248455183 0.6841728248455183 A A STIRRUP # 4 @20cm 12 # 4 PILE PL-1 0.5041728248452273 8# 5 STIRRUP # 3 D D 0.5041728248452273 0.5041728248452273 12 # 4 STIRRUP # 4 @20cm A 16# 5 5 A 0.5041728248452273 0.5041728248452273 F.F.L +19.39 C C 0.5041728248452273 PILE PL-2 0.5041728248452273 0.5041728248452273 0.5041728248452273 U.P.L. +18.06 U.B.L. +19.06 2.- LEVELES IN METERS 1.- DIMENSIONS IN METER 6.- ANCHOR BOLT STEEL: A - 36 7.- SEE DWG. C4.01 TO BUILDING FOUNDATION LAY-OUT 5.- RE-BARS STRENGTH: Fy = 4,200 Kg/cm2 (60,000 psi) 3.- CONCRETE PILES STRENGTH: f'c = 210 Kg/cm2 (3000 psi) F.F.L. = FINISH FLOOR LEVEL U.B.L. = UPPER BASE LEVEL U.P.L. = UPPER PILE LEVEL - L E G E N D - - N O T E S - STIR. # 3 @ 0.20 8 # 5 0.4016597687859758 0.4016597687859758 0.4016597687859758 0.4016597687859758 2.32747943911636 10 # 5 @ 0.20 STIR. # 3 0.8211001714339545 0.8211001714339545 0.9477988359708434 0.8211001714339545 0.8211001714339545 20 # 5 @ 0.20 STIR. # 3 3.622230526713338 3.622230526713338 0.5561228755486809 3.622230526713338 3.622230526713338 @ 0.20 STIR. # 3 16# 5 3.364553787027489 3.364553787027489 3.364553787027489 3.364553787027489 1.469704510770043 B 2 6 THROUGH K THROUGH @ 0.20 STIR. # 3 0.6094867615793191 0.8897515942007885 0.8897515942007885 0.8897515942007885 0.8897515942007885 SECTION D- D 8 # 5 @ 0.20 STIR. # 3 16# 5 3.299204127049961 3.299204127049961 3.299204127049961 3.299204127049961 -0.0653496425211415 SECTION C- C PILE PL-1 PILE PL-1 PILE PL-2 PILE PL-2 1 7 THROUGH THROUGH THROUGH THROUGH K K.5 E E.5 B A.5 B A.5 -0.2788437326480562 SECTION F- F 20 # 5 @ 0.20 STIR. # 3 4.348101383389803 4.348101383389803 -0.6945054192369753 4.348101383389803 4.348101383389803 1.54697102811042 1.54697102811042 1.54697102811042 1.54697102811042 10 # 5 SECTION E- E STIR. # 3 @ 0.20 A 2 6 THROUGH THROUGH 6 2 1.5 6.5 THROUGH 6 2 THROUGH 6.5 1.5 THROUGH 8 F.5 K THROUGH 1.5 L A PILE PL-5 PILE PL-5 PILE PL-5 PILE PL-5 1 7 7 PILE PL-4 @ 0.20 STIR. # 3 1.385348504800731 1.385348504800731 1.385348504800731 1.385348504800731 1.385348504800731 20 # 5 SECTION E- E 1.385348504800731 1.385348504800731 1.385348504800731 1.385348504800731 1.385348504800731 STIR. # 3 @ 0.20 10 # 5 SECTION F- F PILE PL-4 7.5 G L THROUGH L L.4 3 6 THROUGH L.5 2 L.8 2 1.5 8 1 7 (U.B.L. = +19.06) (U.B.L. = +19.06) U.B.L. +19.06 U.B.L. +19.06 U.B.L. +19.06 U.B.L. +19.21 3 6 THROUGH PILE PL-3 SECTION F- F 10 # 5 @ 0.20 STIR. # 3 -4.254982083928098 -4.254982083928098 -4.254982083928098 -4.254982083928098 -4.254982083928098 SECTION E- E 20 # 5 -7.056112439207482 -7.056112439207482 -7.056112439207482 -7.056112439207482 -7.056112439207482 STIR. # 3 @ 0.20 PILE PL-3 7 THROUGH K G L (U.B.L. = +19.24) (U.B.L. = +19.24) (U.B.L. = +19.24) (U.B.L. = +19.24) (U.B.L. = +19.06) (U.B.L. = +19.06) 7 7.5 3 6 THROUGH (U.B.L. = +19.24) (U.B.L. = +19.24) (U.B.L. = +19.24) (U.B.L. = +19.24) PILE PL-3 SECTION F- F 10 # 5 @ 0.20 STIR. # 3 -0.1025756751437257 -0.1025756751437257 -0.1025756751437257 -0.1025756751437257 -0.1025756751437257 SECTION E- E 20 # 5 -0.1025756751437257 -0.1025756751437257 -0.1025756751437257 -0.1025756751437257 0.30 LAP STIR. # 3 @ 0.20 PILE PL-3 8 F (U.B.L. = +19.06) (U.B.L. = +19.06) F J THROUGH 7 1 2 L 2 THROUGH M 1.5 1 L.8 (U.B.L. = +19.06) (U.B.L. = +19.06) -4.254982083927644 -4.254982083927644 -4.254982083927644 -4.254982083927644 -4.254982083927644 STIR. # 3 @ 0.20 10 # 5 SECTION F- F PILE PL-4 SECTION E- E PILE PL-4 @ 0.20 STIR. # 3 -7.056112439207482 -7.056112439207482 -7.056112439207482 -7.056112439207482 -7.056112439207482 7.5 L.5 20 # 5 F 2 1 1 7 8.2 ANCHOR ANCHOR ANCHOR ANCHOR 8.- SEE ANCHOR BOLT LAY-OUT OF STEEL BLDG. CONTRACTOR U.P.L. +18.06 U.P.L. +18.06 U.P.L. +18.21 @ 20 CM STIRRUP # 3 @ 20 CM @ 20 CM STIRRUP # 3 @ 20 CM 3 @ 20 CM STIRRUP # 3 3 @ 20 CM @ 20 CM @ 20 CM STIRRUP # 3 STIRRUP # 3 @ 20 CM STIRRUP # 3 @ 20 CM PILE PL-1 THROUGH K THROUGH 6 2 B 0.0 0.0 0.0 0.0 16# 5 SECTION C- C 0.25 0.25 0.225 0.225 0.65 0.60 16# 5 SECTION C- C PILE PL-1 (ANCLAJE TIPO II) -3.955701510243671 -3.955701510243671 B THROUGH K -3.955701510243671 -3.955701510243671 -3.955701510243671 -3.955701510243671 -3.955701510243671 -3.955701510243671 -3.955701510243671 -3.955701510243671 2 6 THROUGH (ANCLAJE TIPO II)

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, concrete, DETAIL, details, DWG, FOUNDATION, foundations, fundament, piles