Pass Air - Water Pipe Abastesimineto DWG Block for AutoCAD • Designs CAD

Pass Air – Water Pipe Abastesimineto DWG Block for AutoCAD

Air through concrete and cable system for sotenimineto a PVC pipe 1 1/2 inch in diameter and a light 40 meters; with cimentacion and columns.

Drawing labels, details, and other text information extracted from the CAD file (Translated from Spanish):

ace:, detail, Flexible pvc, Pvc tube, Anchor rod, detail, tower, Good, of security, detail, Pendolas with good type cables, Tower shoe, Huasha nut, Square washer, Anchoring chamber, detail, ace:, Flexible pvc, Pvc tube, Anchor rod, detail, tower, Good, detail, Pendolas with good type cables, Tower shoe, Huasha nut, Square washer, Anchoring chamber, detail, Esc., Air pass profile, Sole, of security, Of m., Good, Pendolas with good type cables, Safety shackle m., Bolts, Ring of, Good, Pendolas with good type cables, Bolts, Safety shackle m., Bolts, Safety shackle m., tube, Anchor rod, Good, Bolts, Safety shackle m., detail, scale:, Esc., Detail no of pendolas, its T., ace:, section, Sole, detail, Tower shoe, tower, Pvc tube, Of m., Esc., Detail of torre calapata, Splicing detail, cut, plant, Esc., Detail n., detail, Pendolas with good type cables, of security, detail, Flexible pvc, Pvc tube, Tower shoe, tower, Anchor rod, Huasha nut, Square washer, Good, ace:, Anchoring chamber, Esc., Air pass profile, detail, detail, Pendolas with good type cables, detail, Pvc tube, Tower shoe, tower, Anchor rod, Huasha nut, Square washer, Good, ace:, Anchoring chamber, detail, ace:, Of m., Tower shoe, tower, Pvc tube, detail, its T., elevation, section, Esc., Detail of torre calapata, detail, Shoe, Sole, Esc., Air pass profile, ace:, Of m., Tower shoe, tower, Pvc tube, detail, its T., elevation, section, Esc., Detail of torre calapata, detail, Shoe, ace:, detail, Pendolas with good type cables, of security, detail, Of m., detail, Flexible pvc, Pvc tube, Tower shoe, tower, Anchor rod, Huasha nut, Square washer, Good, ace:, Anchoring chamber, detail, Sole, ace:, detail, Flexible pvc, Pvc tube, Anchor rod, detail, tower, Good, of security, detail, Pendolas with good type cables, Tower shoe, Huasha nut, Square washer, Anchoring chamber, detail, Sole, ace:, detail, tower, Tower shoe, Sole, Anchor rod, Square washer, Huasha nut, Anchoring chamber, detail, Pvc tube, Good, of security, Pendolas with good type cables, Esc., Air pass profile, ace:, detail, tower, Sole, ace:, its T., Tower shoe, tower, Pvc tube, Of m., Esc., Detail of torre calapata, section, Shoe, section, Shoe, ace:, Sole, its T., Tower shoe, tower, Pvc tube, Of m., detail, Esc., Detail of torre calapata, ace:, detail, Flexible pvc, Pvc tube, Anchor rod, detail, tower, Good, of security, detail, Pendolas with good type cables, Tower shoe, Huasha nut, Square washer, Anchoring chamber, detail, Sole, ace:, Anchor rod, Tower shoe, Huasha nut, Square washer, Anchoring chamber, detail, Sole, detail, Flexible pvc, Pvc tube, detail, tower, Good, Pendolas with good type cables, Esc., Air pass profile, Apply epoxy, To paste new concrete, With existing, Side sting, Of existing column, Existing structures, Use chemical adhesive, Red head similar, Apply epoxy, To paste new concrete, With existing, Chop coating, Of existing column, Existing structures, Chop, Of existing column, Esc., Det. Beams, section, section, section, section, section, Graderios, detail, Rto., parapet, Existing structure, section, section, section, section, section, section, Esc., detail, ace:, ace:, ace:, Rto., Rto., Conclusion of North tribune implementation ss.hh. Stadium dressing rooms, Municipal benign olazabal of the city of province of mold punch., section, section, section, detail, Esc., detail, ace:, ace:, ace:, Rto., Rto., section, section, Esc., Det. Beams, its T., ace:, section, Sole, detail, Tower shoe, tower, Pvc tube, Of m., Esc., Det. Tower shoe, ace:, Of m., Tower shoe, tower, Pvc tube, detail, its T., elevation, section, Esc., Detail of torre calapata, detail, Shoe, Sole, ace:, detail, tower, Sole, ace:, its T., Tower shoe, tower, Pvc tube, Of m., Esc., Detail of torre calapata, Namo, Esc .:, Ind., sheet:, Date plot:, Date elab .:, fist, Dpto .:, Prov .:, Dist, Location, flat:, Mts. Mts., draft:, municipality, owner:, specialty:, I. Structures, Elaborated:, Rev. Approved, area:, observations:, P.t.ch., detail, Details, municipality, Provincial, ………………………………….., mold, Provincial mold, Expansion of the service of a

Raw text data extracted from CAD file:

AS: Ø1/2"@0.15 AS: Ø1/2"@0.15 DETALLE N°3 \A1;UNION FLEXIBLE PVC TUBO PVC d1 1/2" VARILLA DE ANCLAJE d3/8"x2.52m. DETALLE N°4 TORRE FIJADOR O CABLE PRINCIPAL d3/8" TIPO BOA \A1;GRILLETE DE SEGURIDAD \A1;DETALLE N°1 DETALLE N°2 PENDOLAS CON CABLES d1/4" TIPO BOA ZAPATA DE TORRE TUERCA Y HUASHA d1/4" ARANDELA CUADRADA DE 0.40x0.40x1/4" CAMARA DE ANCLAJE DETALLE N°5 5 5 5 5 5 5 5 1 2 3 4 5 6 7 8 9 10 AS: Ø1/2"@0.15 AS: Ø1/2"@0.15 5 5 5 11 12 13 14 15 16 17 18 19 20 21 \A1;UNION FLEXIBLE PVC TUBO PVC d1 1/2" VARILLA DE ANCLAJE d3/8"x2.52m. DETALLE N°4 TORRE FIJADOR O CABLE PRINCIPAL d3/8" TIPO BOA \A1;DETALLE N°1 DETALLE N°2 PENDOLAS CON CABLES d1/4" TIPO BOA ZAPATA DE TORRE TUERCA Y HUASHA d1/4" ARANDELA CUADRADA DE 0.40x0.40x1/4" CAMARA DE ANCLAJE DETALLE N°5 5 5 5 ESC. 1:50 PERFIL DE PASE AEREO L=40.00m SOLADO SOLADO 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \A1;GRILLETE DE SEGURIDAD 5 5 5 5 \A1;COLUMNA DE 0.30x0.40 m. f'c=210 Kg/cm2 FIJADOR O CABLE PRINCIPAL d3/8" TIPO BOA PENDOLAS CON CABLES d1/4" TIPO BOA GRILLETE DE SEGURIDAD 0.15x0.07 m. PERNOS DE d1/2" ARGOLLA DE d1 1/2" FIJADOR O CABLE PRINCIPAL d3/8" TIPO BOA PENDOLAS CON CABLES d1/4" TIPO BOA PERNOS DE d1/2" GRILLETE DE SEGURIDAD 0.15x0.07 m. GRILLETE DE SEGURIDAD 0.15x0.07 m. PERNOS DE d1/2" PERNOS DE d1/2" GRILLETE DE SEGURIDAD 0.15x0.07 m. TUBO d1 1/2" VARILLA DE ANCLAJE d1/2"x2.52m. FIJADOR O CABLE PRINCIPAL d3/8" TIPO BOA PERNOS DE d1/2" GRILLETE DE SEGURIDAD 0.15x0.07 m. DETALLE N°5 ESCALA: 1/10 ESC. 1:10 DETALLE Nº1 Y Nº 2 DE PENDOLAS EST. d 1/4", 1 @ 0.05, 2 @ 0.10, 3 @ 0.20,R @ 0.30 AS: Ø1/2"@0.15 AS: Ø1/2"@0.15 08Ø1/2'' Sección C-C C-5 C-5 5 5 C C SOLADO DETALLE N°4 ZAPATA DE TORRE TORRE TUBO PVC d1 1/2" \A1;3 d1/2" \A1;COLUMNA DE 0.30x0.40 m. f'c=210 Kg/cm2 \A1;3 d1/2" 2 d1/2" d1/2 @ 0.15 d1/2 @ 0.15 C-5 5 5 ESC. 1:50 DETALLE DE TORRE Y ZAPATA 5 5 5 5 5 5 DETALLE DE EMPALME N°3 1" 6" 1" 8" 4" 1" 5 5 5 0.25" 0.25" 1.50" 2" CORTE X-X CORTE Y-Y 5 5 0.25" 1.5" 0.25" 1.5" 1" 1" 4" 1" 2" 1" 1" 1" 2" 5 PLANTA 5 5 5 5 Y X X Y ESC. 1:10 DETALLE Nº 4 CARRO DE DILATACIÓN 5 5 1 DETALLE N°2 PENDOLAS CON CABLES d1/4" TIPO BOA \A1;GRILLETE DE SEGURIDAD DETALLE N°3 DETALLE N°5 \A1;UNION FLEXIBLE PVC TUBO PVC d1 1/2" ZAPATA DE TORRE TORRE VARILLA DE ANCLAJE d1/4"x2.52m. TUERCA Y HUASHA d1/4" ARANDELA CUADRADA DE 0.40x0.40x1/4" FIJADOR O CABLE PRINCIPAL d1/4" TIPO BOA 2 3 4 AS: Ø1/2"@0.15 AS: Ø1/2"@0.15 5 CAMARA DE ANCLAJE L=1.80m L=1.30m L=1.10m 5 5 5 5 5 5 5 5 5 5 \A1;DETALLE N°1 ESC. 1:50 PERFIL DE PASE AEREO L=7.00m DETALLE N°5 5 5 8 DETALLE N°2 PENDOLAS CON CABLES d1/4" TIPO BOA DETALLE N°4 TUBO PVC d1 1/2" ZAPATA DE TORRE TORRE VARILLA DE ANCLAJE d1/4"x2.52m. TUERCA Y HUASHA d1/4" ARANDELA CUADRADA DE 0.40x0.40x1/4" FIJADOR O CABLE PRINCIPAL d1/4" TIPO BOA 7 6 5 AS: Ø1/2"@0.15 AS: Ø1/2"@0.15 5 CAMARA DE ANCLAJE L=1.80m L=1.30m L=1.10m 5 5 5 5 5 5 5 5 5 5 \A1;DETALLE N°1 DETALLE N°5 5 AS: Ø1/2"@0.15 AS: Ø1/2"@0.15 \A1;COLUMNA DE 0.25x0.30 m. f'c=210 Kg/cm2 ZAPATA DE TORRE TORRE TUBO PVC d1 1/2" \A1;3 d1/2" 2 d1/2" \A1;3 d1/2" DETALLE N\U+00B05 B B EST. d 3/8", 1 @ 0.05, 2 @ 0.10, R @ 0.30 ELEVACION d1/2 @ 0.15 d1/2 @ 0.15 08Ø1/2'' Sección B-B C-4 C-4 5 5 C-4 ESC. 1:50 DETALLE DE TORRE Y ZAPATA DETALLE N\U+00B05 ZAPATA 5 5 5 5 SOLADO 5 5 5 5 5 5 ESC. 1:50 PERFIL DE PASE AEREO L=8.00m AS: Ø1/2"@0.15 AS: Ø1/2"@0.15 \A1;COLUMNA DE 0.25x0.30 m. f'c=210 Kg/cm2 ZAPATA DE TORRE TORRE TUBO PVC d1 1/2" \A1;3 d1/2" 2 d1/2" \A1;3 d1/2" DETALLE N°4 B B EST. d 3/8", 1 @ 0.05, 2 @ 0.10, R @ 0.30 ELEVACION d1/2 @ 0.15 d1/2 @ 0.15 08Ø1/2'' Sección B-B C-4 C-4 5 5 C-4 ESC. 1:50 DETALLE DE TORRE Y ZAPATA DETALLE N\U+00B05 ZAPATA 5 5 5 5 AS: Ø1/2"@0.15 AS: Ø1/2"@0.15 5 5 5 5 5 5 1 5 5 5 DETALLE N°2 PENDOLAS CON CABLES d1/4" TIPO BOA \A1;GRILLETE DE SEGURIDAD DETALLE N°3 \A1;COLUMNA DE 0.4x0.40 m. f'c=210 Kg/cm2 DETALLE N°5 \A1;UNION FLEXIBLE PVC TUBO PVC d1 1/2" ZAPATA DE TORRE TORRE \A1;DETALLE N°1 VARILLA DE ANCLAJE d1/4"x2.52m. TUERCA Y HUASHA d1/4" ARANDELA CUADRADA DE 0.40x0.40x1/4" FIJADOR O CABLE PRINCIPAL d1/4" TIPO BOA 2 3 4 5 6 7 8 9 AS: Ø1/2"@0.15 AS: Ø1/2"@0.15 5 CAMARA DE ANCLAJE L=1.80m L=1.30m L=1.10m L=0.90m 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 DETALLE N°5 5 5 5 SOLADO 5 5 5 5 5 5 AS: Ø1/2"@0.15 AS: Ø1/2"@0.15 DETALLE N°3 \A1;UNION FLEXIBLE PVC TUBO PVC d1 1/2" VARILLA DE ANCLAJE d1/4"x2.52m. DETALLE N°4 TORRE FIJADOR O CABLE PRINCIPAL d1/4" TIPO BOA \A1;GRILLETE DE SEGURIDAD \A1;DETALLE N°1 DETALLE N°2 PENDOLAS CON CABLES d1/4" TIPO BOA ZAPATA DE TORRE TUERCA Y HUASHA d1/4" ARANDELA CUADRADA DE 0.40x0.40x1/4" CAMARA DE ANCLAJE DETALLE N°5 SOLADO 5 5 5 5 5 5 5 1 2 3 4 5 6 5 5 AS: Ø1/2"@0.15 AS: Ø1/2"@0.15 DETALLE N°4 TORRE ZAPATA DE TORRE SOLADO VARILLA DE ANCLAJE d1/4"x2.52m. ARANDELA CUADRADA DE 0.40x0.40x1/4" TUERCA Y HUASHA d1/4" CAMARA DE ANCLAJE DETALLE N°5 TUBO PVC d1 1/2" FIJADOR O CABLE PRINCIPAL d1/4" TIPO BOA \A1;GRILLETE DE SEGURIDAD \A1;DETALLE N°1 PENDOLAS CON CABLES d1/4" TIPO BOA 5 5 5 5 7 8 9 10 5 5 5 5 11 5 5 ESC. 1:50 PERFIL DE PASE AEREO L=20.00m Df=<> 5 5 5 5 5 5 5 5 5 5 5 AS: Ø1/2"@0.15 DETALLE N°4 TORRE SOLADO 5 5 5 5 5 5 5 AS: Ø1/2"@0.15 5 EST. d 1/4", 1 @ 0.05, 2 @ 0.10, 3 @ 0.20,R @ 0.30 C C ZAPATA DE TORRE TORRE TUBO PVC d1 1/2" \A1;3 d1/2" \A1;COLUMNA DE 0.25x0.30 m. f'c=210 Kg/cm2 \A1;3 d1/2" 2 d1/2" ESC. 1:50 DETALLE DE TORRE Y ZAPATA d1/2 @ 0.15 d1/2 @ 0.15 C-5 5 5 08Ø1/2'' Sección C-C C-5 C-5 5 5 1/25 Zapata 1/25 08Ø1/2'' Sección D-D C-6 C-6 0.2500000000000142 0.3500000000001364 d1/2 @ 0.15 d1/2 @ 0.15 1.199999999999988 1.200000000000045 C-6 ZAPATA 1/25 AS: Ø1/2"@0.15 AS: Ø1/2"@0.15 SOLADO 5 5 5 5 5 5 5 EST. d 1/4", 1 @ 0.05, 2 @ 0.10, 3 @ 0.20,R @ 0.30 ZAPATA DE TORRE TORRE TUBO PVC d1 1/2" \A1;3 d1/2" \A1;COLUMNA DE 0.25x0.35 m. f'c=210 Kg/cm2 \A1;3 d1/2" 2 d1/2" D D DETALLE N°4 5 ESC. 1:50 DETALLE DE TORRE Y ZAPATA AS: Ø1/2"@0.15 AS: Ø1/2"@0.15 DETALLE N°3 \A1;UNION FLEXIBLE PVC TUBO PVC d1 1/2" VARILLA DE ANCLAJE d1/4"x2.52m. DETALLE N°4 TORRE FIJADOR O CABLE PRINCIPAL d1/4" TIPO BOA \A1;GRILLETE DE SEGURIDAD \A1;DETALLE N°1 DETALLE N°2 PENDOLAS CON CABLES d1/4" TIPO BOA ZAPATA DE TORRE TUERCA Y HUASHA d1/4" ARANDELA CUADRADA DE 0.40x0.40x1/4" CAMARA DE ANCLAJE DETALLE N°5 SOLADO 5 AS: Ø1/2"@0.15 AS: Ø1/2"@0.15 VARILLA DE ANCLAJE d1/4"x2.52m. ZAPATA DE TORRE TUERCA Y HUASHA d1/4" ARANDELA CUADRADA DE 0.40x0.40x1/4" CAMARA DE ANCLAJE DETALLE N°5 SOLADO DETALLE N°3 \A1;UNION FLEXIBLE PVC TUBO PVC d1 1/2" DETALLE N°4 TORRE FIJADOR O CABLE PRINCIPAL d1/4" TIPO BOA PENDOLAS CON CABLES d1/4" TIPO BOA 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Df=<> 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 2 3 4 5 6 7 8 9 10 11 ESC. 1:50 PERFIL DE PASE AEREO L=15.00m \A1;0.25 \A1;0.35 \A1;1.20 \A1;1.20 \A1;1.00 \A1;2.25 \A1;1.60 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;1.60 \A1;2.25 \A1;1.00 \A1;17.95 \A1;19.95 \A1;1.00 \A1;1.60 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;1.00 \A1;0.60 \A1;0.60 \A1;0.10 \A1;1.60 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;1.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;8.30 \A1;1.30 \A1;1.40 \A1;1.00 \A1;1.15 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;10.00 \A1;Df=2.10 \A1;0.10 \A1;0.50 \A1;1.60 \A1;2.10 \A1;1.00 \A1;2.31 \A1;0.65 \A1;0.25 \A1;0.65 \A1;0.25 \A1;1.00 \A1;1.00 \A1;2.40 \A1;1.30 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;0.85 \A1;0.50 \A1;2.40 \A1;0.50 \A1;0.80 \A1;0.80 \A1;0.90 \A1;1.60 \A1;1.00 \A1;1.00 \A1;1.00 \A1;0.45 \A1;0.35 \A1;1.60 \A1;0.50 \A1;2.40 \A1;0.50 \A1;0.80 \A1;0.80 \A1;0.90 \A1;1.60 \A1;1.00 \A1;1.00 \A1;1.00 \A1;0.45 \A1;0.35 \A1;1.60 \A1;1.00 \A1;1.30 \A1;0.10 \A1;0.50 \A1;1.60 \A1;2.10 \A1;0.50 \A1;0.50 \A1;3.70 \A1;1" \A1;6" \A1;1" \A1;8" \A1;4" \A1;1" \A1;0.05 \A1;0.40 \A1;0.05 \A1;0.25" \A1;0.25" \A1;1.50" \A1;2" \A1;0.30 \A1;0.05 \A1;0.25" \A1;1.5" \A1;0.25" \A1;1.5" \A1;1" \A1;1" \A1;4" \A1;1" \A1;2" \A1;1" \A1;1" \A1;1" \A1;2" \A1;0.05 \A1;0.40 \A1;0.30 \A1;0.13 \A1;0.10 \A1;0.30 \A1;0.40 \A1;1.60 \A1;1.60 \A1;0.10 \A1;0.60 \A1;1.60 \A1;3.70 \A1;5.30 \A1;1.60 \A1;0.50 \A1;0.80 \A1;0.80 \A1;0.90 \A1;7.00 \A1;0.90 \A1;0.80 \A1;0.80 \A1;1.60 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.60 \A1;0.45 \A1;0.35 \A1;1.60 \A1;0.10 \A1;0.50 \A1;2.40 \A1;0.10 \A1;2.40 \A1;0.90 \A1;0.90 \A1;0.90 \A1;0.40 \A1;0.30 \A1;0.50 \A1;2.40 \A1;7.70 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.50 \A1;0.50 \A1;2.40 \A1;0.25 \A1;0.30 \A1;3.20 \A1;1.20 \A1;0.10 \A1;0.60 \A1;1.40 \A1;1.80 \A1;0.47 \A1;0.47 \A1;0.10 \A1;0.60 \A1;1.40 \A1;1.80 \A1;0.70 \A1;0.90 \A1;0.23 \A1;0.63 \A1;1.20 \A1;1.15 \A1;0.70 \A1;1.15 \A1;0.70 \A1;0.70 \A1;Df=2.00 \A1;0.23 \A1;0.63 \A1;0.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;13.40 \A1;1.20 \A1;1.00 \A1;2.25 \A1;1.60 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;1.60 \A1;2.25 \A1;1.00 \A1;17.95 \A1;19.95 \A1;1.00 \A1;1.60 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;1.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;1.00 \A1;0.60 \A1;0.60 \A1;0.10 \A1;1.60 \A1;1.00 \A1;2.40 \A1;1.30 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;0.85 \A1;8.30 \A1;1.30 \A1;1.40 \A1;1.00 \A1;1.15 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;10.00 \A1;Df=2.10 \A1;0.10 \A1;0.50 \A1;1.60 \A1;2.10 \A1;1.00 \A1;2.31 \A1;0.65 \A1;0.25 \A1;0.65 \A1;0.25 \A1;1.00 \A1;0.50 \A1;2.40 \A1;0.50 \A1;0.80 \A1;0.80 \A1;0.90 \A1;1.60 \A1;1.00 \A1;1.00 \A1;1.00 \A1;0.45 \A1;0.35 \A1;1.60 \A1;0.50 \A1;2.40 \A1;0.50 \A1;0.80 \A1;0.80 \A1;0.90 \A1;1.60 \A1;1.00 \A1;1.00 \A1;1.00 \A1;0.45 \A1;0.35 \A1;1.60 \A1;1.00 \A1;1.20 \A1;0.10 \A1;0.60 \A1;1.40 \A1;1.80 \A1;0.70 \A1;0.90 \A1;0.23 \A1;0.63 \A1;1.20 \A1;1.15 \A1;0.70 \A1;1.15 \A1;0.70 \A1;0.70 \A1;Df=2.00 \A1;0.23 \A1;0.63 \A1;0.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;13.40 \A1;0.25 \A1;0.30 \A1;0.90 \A1;0.90 \A1;0.40 \A1;0.30 \A1;0.50 \A1;2.40 \A1;8.00 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.50 \A1;0.50 \A1;2.40 \A1;0.50 \A1;0.80 \A1;0.80 \A1;0.90 \A1;7.00 \A1;0.90 \A1;0.80 \A1;0.80 \A1;1.60 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.60 \A1;0.45 \A1;0.35 \A1;1.60 \A1;0.10 \A1;0.50 \A1;2.40 \A1;0.10 \A1;2.40 \A1;0.90 \A1;1.20 \A1;0.10 \A1;0.60 \A1;1.40 \A1;1.80 \A1;0.47 \A1;0.47 \A1;3.20 \A1;1.30 \A1;1.30 \A1;0.30 \A1;0.40 \A1;0.25 \A1;0.30 \A1;0.90 \A1;0.90 \A1;0.40 \A1;0.30 \A1;0.10 \A1;0.50 \A1;2.40 \A1;0.10 \A1;2.40 \A1;0.90 C-2 C-4 0.40 0.60 0.40 0.60 0.40 0.60 0.30 0.40 0.30 0.40 \A1;0.15 \A1;3.83 \A1;4.47 \A1;2.95 \A1;1.30 \A1;2.88 \A1;0.80 \A1;0.40 \A1;0.80 \A1;0.80 \A1;0.40 \A1;1.20 \A1;1.00 \A1;3.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;1.20 \A1;2.30 \A1;3.76 0.40 0.50 0.40 0.50 0.40 0.50 0.40 0.50 0.40 0.50 0.40 0.50 2Ø3/4" APLICAR EPOXICO 32 PARA PEGAR CONCRETO NUEVO CON EXISTENTE PICAR 10cm. LATERALES DE COLUMNA EXISTENTE ESTRUCTURAS EXISTENTES USAR ADHESIVO QUIMICO RED HEAD G5 Ó SIMILAR 0.50 0.30 0.50 0.30 0.50 0.30 \A1;2.62 \A1;0.10 \A1;0.50 \A1;0.50 \A1;0.30 \A1;0.10 \A1;4.90 \A1;0.40 \A1;2.30 \A1;1.60 \A1;0.60 \A1;6.00 \A1;2.90 \A1;1.20 \A1;0.68 \A1;0.52 \A1;0.60 \A1;1.32 \A1;0.70 \A1;0.60 \A1;0.70 \A1;2.30 \A1;0.70 \A1;0.60 \A1;0.70 \A1;2.25 \A1;4.85 \A1;1.80 \A1;3.12 \A1;2.00 \A1;2.30 \A1;2.00 \A1;7.10 \A1;3.18 \A1;4.30 \A1;0.44 \A1;0.80 \A1;0.80 \A1;0.80 \A1;0.80 \A1;0.80 \A1;0.80 \A1;0.80 \A1;0.80 \A1;0.80 \A1;0.80 \A1;0.80 \A1;0.80 \A1;0.80 \A1;1.20 \A1;0.45 \A1;0.80 \A1;0.80 \A1;0.80 \A1;0.80 \A1;3.37 \A1;4.30 \A1;3.25 \A1;4.85 \A1;0.90 \A1;0.40 \A1;0.90 \A1;2.40 \A1;0.90 \A1;0.40 \A1;0.90 \A1;2.60 \A1;0.70 \A1;0.40 \A1;0.70 \A1;2.20 \A1;2.40 \A1;2.20 \A1;2.60 \A1;1.80 \A1;4.60 \A1;4.60 0.50 0.30 0.50 0.30 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.25 \A1;1.30 APLICAR EPOXICO 32 PARA PEGAR CONCRETO NUEVO CON EXISTENTE PICAR RECUBRIMIENTO DE COLUMNA EXISTENTE ESTRUCTURAS EXISTENTES PICAR 15 Cm DE COLUMNA EXISTENTE ESC. 1:25 Det. Vigas y Columnas Eje 5 5 0.5999999999996817 3Ø 3/4" 2Ø 1" 3Ø 3/4" 2Ø 1" 2Ø 5/8" Sección A-A C-2 4Ø1" 2Ø5/8" 6Ø3/4" 5 0.5999999999996817 3Ø 3/4" 2Ø 1" 3Ø 3/4" 2Ø 1" 2Ø 5/8" 3Ø 3/4" 2Ø 1" 3Ø 3/4" 2Ø 1" 2Ø 5/8" 0.4000000000005457 0.599999999999909 Sección A-A C-4 4Ø1" 2Ø5/8" 6Ø3/4" Sección A-A C-2 4Ø1" 2Ø5/8" 6Ø3/4" 2Ø5/8" 2Ø5/8" 2Ø5/8" 2Ø5/8" 5 0.3999999999996362 2Ø5/8" 2Ø5/8" Sección 6-6 V-S 4 Ø 5/8" 5 0.3999999999996362 2Ø5/8" 2Ø5/8" Sección 6-6 V-S 4 Ø 5/8" 6 6 0.1500000000005457 3.831644075858549 3Ø5/8" 3Ø5/8" 4Ø5/8" 4Ø5/8" 2 Ø1" 2 Ø3/4" 2 Ø3/4" Graderios T-01 4.472135954996475 5 1.299999999999955 2.884709497132235 0.7999999999992724 0.4000000000000909 5 5 0.4000000000000909 5 5 4 4 5 5 4 4 DETALLE 1 1.200000000000045 0.9988233258013679 3.398823325800322 3/8": 2@0.05,3@0.10, 2@0.15, Rto. @0.20 c/e 3/8": 2@0.05,3@0.10, 2@0.15, Rto. @0.20 c/e A A A A A A 0.4000000000000909 0.4000000000000909 0.4000000000000909 0.4000000000000909 0.4000000000000909 0.4000000000000909 0.4000000000000909 0.4000000000000909 0.4000000000000909 0.4000000000000909 0.4000000000000909 0.4000000000000909 0.4000000000000909 0.4000000000000909 0.4000000000000909 0.4000000000000909 0.4000000000000909 0.4000000000000909 0.4000000000000909 1.200000000000387 PARAPETO 2.29770876400039 3.756594202200858 4Ø5/8" 2 Ø 3/4" 3Ø5/8" 2 Ø3/4" 2 Ø3/4" 2 Ø3/4" ESTRUCTURA EXISTENTE 5 0.4999999999996589 3Ø5/8" 2Ø3/4" Sección 4-4 V-P 2 Ø 3/4" 7 Ø 5/8" 5 3Ø5/8" 4Ø 5/8" Sección 5-5 V-P 2 Ø 3/4" 7 Ø 5/8" 4Ø 5/8" 0.4999999999996589 5 0.4999999999996589 3Ø5/8" 2Ø3/4" Sección 4-4 V-P 2 Ø 3/4" 7 Ø 5/8" 5 3Ø5/8" 4Ø 5/8" Sección 5-5 V-P 2 Ø 3/4" 7 Ø 5/8" 4Ø 5/8" 0.4999999999996589 5 0.4999999999996589 3Ø5/8" 2Ø3/4" Sección 4-4 V-P 2 Ø 3/4" 7 Ø 5/8" 5 3Ø5/8" 4Ø 5/8" Sección 5-5 V-P 2 Ø 3/4" 7 Ø 5/8" 4Ø 5/8" 0.4999999999996589 5 5 4 4 6 6 ESC. :1/50 DETALLE 1 AS: Ø5/8"@0.20 AS: Ø5/8"@0.275 S O L A D O AS: Ø5/8"@0.25 AS: Ø5/8"@0.25 S O L A D O AS: Ø5/8"@0.25 AS: Ø5/8"@0.25 S O L A D O 3/8": 2@0.05,3@0.10, 4@0.15, Rto. @0.25 c/e 2Ø5/8" 2Ø5/8" 3/8": 2@0.05,3@0.10, 4@0.15, Rto. @0.25 c/e 2Ø5/8" 2Ø5/8" 2Ø5/8" CONCLUSIÓN DE TRIBUNA NORTE E IMPLEMENTACIÓN SS.HH. Y CAMERINOS DEL ESTADIO MUNICIPAL BENIGNO OLAZABAL DE LA CIUDAD DE MOHO, PROVINCIA DE MOHO - PUNO. Sección 11-11 V-C 4 Ø 5/8" 2Ø5/8" 2Ø 5/8" 0.4999999999996589 0.2999999999992724 Sección 11-11 V-C 4 Ø 5/8" 2Ø5/8" 2Ø 5/8" 0.4999999999996589 0.2999999999992724 Sección 11-11 V-C 4 Ø 5/8" 2Ø5/8" 2Ø 5/8" 0.4999999999996589 0.2999999999992724 11 11 11 11 11 11 2Ø5/8" 2.622478775175296 npt:0.10 ntn:0.00 0.1000000000000227 0.5 0.4999999999998863 0.3000000921537094 0.1000000000000227 4.899999907847359 0.3999999999996362 2.300000000000637 1.60000000000025 0.6000000000000227 6.000000000000796 2.900000000000887 1.199999999999818 0.6777521236549546 0.522247876343954 0.6000000000012733 1.322478823281472 0.6999999518943696 0.599999999999909 0.7000000481057214 2.299999951894279 0.6999999999989086 0.59999995189537 0.7000000481057214 2.249999999999545 4.84999999999809 1.800000000000182 3.122478823281654 2.0 2.299999951894279 2.0 7.099999999997635 3.183602761454495 4.299999951894279 0.4447266515217052 0.7999999999992724 0.7999999999992724 0.7999999999992724 0.8000000000029104 0.7999999999992724 0.7999999999992724 0.7999999999992724 0.7999999999992724 0.7999999999992724 0.8000000000029104 0.7999999999992724 0.7999999999992724 0.7999999999992724 1.200000000000728 0.4500000000007276 0.7999999999992724 0.7999999999992724 0.7999999999992724 0.7999999999992724 3.369726651520523 4.300000000000637 3.249999999998636 4.849999999998545 Ø1/2" @ 0.20 Cm Ø1/2" @ 0.25 Cm 0.25 0.25 0.25 0.25 0.25 1.300000092695882 DETALLE 8 ESC. :1/25 DETALLE 8 AS: Ø5/8"@0.25 AS: Ø5/8"@0.25 S O L A D O AS: Ø5/8"@0.25 S O L A D O AS: Ø5/8"@0.25 AS: Ø5/8"@0.25 AS: Ø5/8"@0.25 S O L A D O 3/8": 2@0.05,3@0.10, 4@0.15, Rto. @0.25 c/e 2Ø5/8" 2Ø5/8" 11 11 3/8": 2@0.05,3@0.10, 4@0.15, Rto. @0.25 c/e 2Ø5/8" 2Ø5/8" 11 11 2Ø5/8" 2Ø5/8" 2Ø5/8" 2Ø5/8" 0.8999999999991815 0.4000000000014552 0.8999999999987267 2.400000000000091 0.8999999999996362 0.3999999999996362 0.9000000000010004 2.600000000002183 0.6999999999975444 0.4000000000005457 0.7000000000025466 2.199999999999363 2.400000000000546 2.199999999999818 2.600000000002183 1.800000000000637 4.599999999999454 4.600000000003092 5 4 3 Sección 11-11 V-C 4 Ø 5/8" 2Ø5/8" 2Ø 5/8" 0.4999999999996589 0.2999999999992724 Sección 11-11 V-C 4 Ø 5/8" 2Ø5/8" 2Ø 5/8" 0.4999999999996589 0.2999999999992724 ESC. 1:25 Det. Vigas y Columnas Eje B 0.50 \A1;0.90 \A1;0.40 \A1;0.90 \A1;2.40 \A1;0.90 \A1;0.40 \A1;0.90 \A1;2.60 \A1;0.70 \A1;0.40 \A1;0.70 \A1;2.20 \A1;2.40 \A1;2.20 \A1;2.60 \A1;1.80 \A1;4.60 \A1;4.60 0.30 EST. d 1/4", 1 @ 0.05, 2 @ 0.10, 3 @ 0.20,R @ 0.30 AS: Ø1/2"@0.15 AS: Ø1/2"@0.15 08Ø1/2'' Sección C-C C-5 C-5 5 5 C C SOLADO DETALLE N°4 ZAPATA DE TORRE TORRE TUBO PVC d1 1/2" \A1;3 d1/2" \A1;COLUMNA DE 0.30x0.40 m. f'c=210 Kg/cm2 \A1;3 d1/2" 2 d1/2" d1/2 @ 0.15 d1/2 @ 0.15 C-5 5 5 5 5 5 5 5 5 ESC. 1:25 Det. Torre y Zapata 5 AS: Ø1/2"@0.15 AS: Ø1/2"@0.15 \A1;COLUMNA DE 0.25x0.30 m. f'c=210 Kg/cm2 ZAPATA DE TORRE TORRE TUBO PVC d1 1/2" \A1;3 d1/2" 2 d1/2" \A1;3 d1/2" DETALLE N\U+00B05 B B EST. d 3/8", 1 @ 0.05, 2 @ 0.10, R @ 0.30 ELEVACION d1/2 @ 0.15 d1/2 @ 0.15 08Ø1/2'' Sección B-B C-4 C-4 5 5 C-4 ESC. 1:50 DETALLE DE TORRE Y ZAPATA DETALLE N\U+00B05 ZAPATA 5 5 5 5 SOLADO 5 5 5 5 5 5 \A1;0.25 \A1;0.30 \A1;0.90 \A1;0.90 \A1;0.40 \A1;0.30 \A1;0.10 \A1;0.50 \A1;2.40 \A1;0.10 \A1;2.40 \A1;0.90 0.30 0.40 \A1;1.60 \A1;1.60 \A1;0.10 \A1;0.60 \A1;1.60 \A1;3.70 \A1;5.30 \A1;1.60 \A1;0.70 AS: Ø1/2"@0.15 DETALLE N°4 TORRE SOLADO 5 5 5 5 5 5 5 AS: Ø1/2"@0.15 5 EST. d 1/4", 1 @ 0.05, 2 @ 0.10, 3 @ 0.20,R @ 0.30 C C ZAPATA DE TORRE TORRE TUBO PVC d1 1/2" \A1;3 d1/2" \A1;COLUMNA DE 0.25x0.30 m. f'c=210 Kg/cm2 \A1;3 d1/2" 2 d1/2" ESC. 1:50 DETALLE DE TORRE Y ZAPATA \A1;1.30 \A1;0.10 \A1;0.50 \A1;1.60 \A1;2.10 \A1;0.50 \A1;0.50 \A1;3.70 \A1;20.5291 \A1;0.4000 \A1;20.0000 \A1;0.4000 10.014 0+002.000 = 10.004 0+004.000 = 10.034 0+006.000 = 10.114 0+008.000 = 9.864 9.744 0+012.000 = 9.214 0+014.000 = 8.904 0+016.000 = 8.794 0+018.000 = 8.794 9.024 0+022.000 = 9.074 0+024.000 = 8.994 0+026.000 = 9.124 0+028.000 = 9.514 9.604 0+032.000 = 9.704 0+034.000 = 10.169 0+036.000 = 9.864 0+038.000 = 9.814 9.844 0+042.000 = 9.724 0+044.000 = 9.704 8.000 8.000 18.000 18.000 0+000 0+044 NAMO \A1;24.3000 \A1;2.0454 \A1;1.3665 \A1;0.8500 \A1;0.4870 \A1;0.2341 \A1;0.2000 \A1;0.60 \A1;1.00 \A1;2.25 \A1;1.60 \A1;1.60 \A1;1.00 \A1;2.25 \A1;1.60 \A1;2.00 \A1;1.60 \A1;0.60 \A1;41.1819 \A1;7.7000 \A1;15.3282 \A1;1.20 \A1;0.10 \A1;0.60 \A1;1.40 \A1;1.80 \A1;0.70 \A1;0.90 \A1;0.23 \A1;0.63 \A1;1.20 \A1;1.15 \A1;0.70 \A1;1.15 \A1;0.70 \A1;0.70 \A1;Df=2.00 \A1;0.23 \A1;0.63 \A1;0.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;13.40 \A1;17.5038 \A1;0.04 \A1;0.09 \A1;0.05 \A1;R0.03 \A1;R0.01 \A1;0.10 \A1;0.04 PE-01 ESC.: IND. LÁMINA: DIS./DIB.: FECHA PLOTEO: FECHA ELAB.: PUNO DPTO.: PROV.: DIST.: UBICACIÓN PLANO: L= 60 MTS. Y L= 40 MTS. PROYECTO: MUNICIPALIDAD PROPIETARIO: ESPECIALIDAD: I. ESTRUCTURAS ELABORADO: REV. \ APROB.: AREA: OBSERVACIONES: P.T.CH. DETALLE Detalles MUNICIPALIDAD PROVINCIAL DE ......................................... 05/2013 MOHO MOHO PROVINCIAL DE MOHO AMPLIACION Y MEJORAMIENTO DEL SERVICIO DE AGUA POTABLE Y LETRINAS SANITARIAS EN EL CENTRO POBLADO DE HUARAYA Y SUS PARCIALIDADES, DISTRITO DE MOHO, PROVINCIA DE MOHO - PUNO MOHO GERENCIA DE GIDUL INFRAESTRUCTURA Y DESARROLLO URBANO LOCAL C.P. HUARAYA 05/2013 PASE AEREO - Esfuerzo portante del terreno - Espaciamiento entre pendolas - Altura de la Torre - Contra Flecha (f) - Flecha maxima ( F) - Retiro de la rivera a la torre - Luz entre ejes de torre 3.80 m. 1.50 kg/cm2 2.00 m. 5.30 m. 0.00 m. CARACTERISTICAS DE DISEÑO 2.00 m. 40.00 m. 4.00 cm. - En columnas - Revestido con mortero E= 1.5 cm. - En Zapatas 1:5 7.50 cm. ESPECIFICACIONES TECNICAS - Recubrimientos : - Aceros de refuerzo grado 60 - Solados para todos E = 4" - Concreto en camaras y zapatas - Concreto en columnas f´c = 210 kg/cm2 4200 kg/cm2 1:10 f´c = 210 kg/cm2 - Esfuerzo portante del terreno - Espaciamiento entre pendolas - Altura de la Torre - Contra Flecha (f) - Flecha maxima ( F) - Retiro de la rivera a la torre - Luz entre ejes de torre 1.70 m. 1.50 kg/cm2 1.50 m. 3.20 m. 0.00 m. CARACTERISTICAS DE DISEÑO 1.50 m. 15.00 m. 4.00 cm. - En columnas - Revestido con mortero E= 1.5 cm. - En Zapatas 1:5 7.50 cm. ESPECIFICACIONES TECNICAS - Recubrimientos : - Aceros de refuerzo grado 60 - Solados para todos E = 4" - Concreto en camaras y zapatas - Concreto en columnas f´c = 210 kg/cm2 4200 kg/cm2 1:10 f´c = 210 kg/cm2 PE-02 ESC.: IND. LÁMINA: DIS./DIB.: FECHA PLOTEO: FECHA ELAB.: PUNO DPTO.: PROV.: DIST.: UBICACIÓN PLANO: L= 08 MTS. Y L=15 MTS. PROYECTO: MUNICIPALIDAD PROPIETARIO: ESPECIALIDAD: I. ESTRUCTURAS ELABORADO: REV. \ APROB.: AREA: OBSERVACIONES: P.T.CH. DETALLE Detalles MUNICIPALIDAD PROVINCIAL DE ......................................... 05/2013 MOHO MOHO PROVINCIAL DE MOHO MOHO GERENCIA DE GIDUL INFRAESTRUCTURA Y DESARROLLO URBANO LOCAL C.P. HUARAYA 05/2013 PASE AEREO AS: Ø1/2"@0.15 AS: Ø1/2"@0.15 DETALLE N°3 \A1;UNION FLEXIBLE PVC TUBO PVC d1 1/2" VARILLA DE ANCLAJE d3/8"x2.52m. DETALLE N°4 TORRE FIJADOR O CABLE PRINCIPAL d3/8" TIPO BOA \A1;GRILLETE DE SEGURIDAD \A1;DETALLE N°1 DETALLE N°2 PENDOLAS CON CABLES d1/4" TIPO BOA ZAPATA DE TORRE TUERCA Y HUASHA d1/4" ARANDELA CUADRADA DE 0.40x0.40x1/4" CAMARA DE ANCLAJE DETALLE N°5 5 5 5 5 5 5 5 1 2 3 4 5 6 7 8 9 10 AS: Ø1/2"@0.15 AS: Ø1/2"@0.15 5 5 5 11 12 13 14 15 16 17 18 19 20 21 \A1;UNION FLEXIBLE PVC TUBO PVC d1 1/2" VARILLA DE ANCLAJE d3/8"x2.52m. DETALLE N°4 TORRE FIJADOR O CABLE PRINCIPAL d3/8" TIPO BOA \A1;DETALLE N°1 DETALLE N°2 PENDOLAS CON CABLES d1/4" TIPO BOA ZAPATA DE TORRE TUERCA Y HUASHA d1/4" ARANDELA CUADRADA DE 0.40x0.40x1/4" CAMARA DE ANCLAJE DETALLE N°5 5 5 5 ESC. 1:50 PERFIL DE PASE AEREO L=40.00m SOLADO SOLADO 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \A1;GRILLETE DE SEGURIDAD 5 5 5 5 \A1;COLUMNA DE 0.30x0.40 m. f'c=210 Kg/cm2 AS: Ø1/2"@0.15 AS: Ø1/2"@0.15 DETALLE N°3 \A1;UNION FLEXIBLE PVC TUBO PVC d1 1/2" VARILLA DE ANCLAJE d1/4"x2.52m. DETALLE N°4 TORRE FIJADOR O CABLE PRINCIPAL d1/4" TIPO BOA \A1;GRILLETE DE SEGURIDAD \A1;DETALLE N°1 DETALLE N°2 PENDOLAS CON CABLES d1/4" TIPO BOA ZAPATA DE TORRE TUERCA Y HUASHA d1/4" ARANDELA CUADRADA DE 0.40x0.40x1/4" CAMARA DE ANCLAJE DETALLE N°5 SOLADO 5 5 5 5 5 5 5 1 2 3 4 5 6 5 5 AS: Ø1/2"@0.15 AS: Ø1/2"@0.15 DETALLE N°4 TORRE ZAPATA DE TORRE SOLADO VARILLA DE ANCLAJE d1/4"x2.52m. ARANDELA CUADRADA DE 0.40x0.40x1/4" TUERCA Y HUASHA d1/4" CAMARA DE ANCLAJE DETALLE N°5 TUBO PVC d1 1/2" FIJADOR O CABLE PRINCIPAL d1/4" TIPO BOA \A1;GRILLETE DE SEGURIDAD \A1;DETALLE N°1 PENDOLAS CON CABLES d1/4" TIPO BOA 5 5 5 5 7 8 9 10 5 5 5 5 11 5 5 ESC. 1:50 PERFIL DE PASE AEREO L=20.00m Df=<> 5 5 5 5 5 5 5 5 5 5 5 5 5 1 DETALLE N°2 PENDOLAS CON CABLES d1/4" TIPO BOA \A1;GRILLETE DE SEGURIDAD DETALLE N°3 DETALLE N°5 \A1;UNION FLEXIBLE PVC TUBO PVC d1 1/2" ZAPATA DE TORRE TORRE VARILLA DE ANCLAJE d1/4"x2.52m. TUERCA Y HUASHA d1/4" ARANDELA CUADRADA DE 0.40x0.40x1/4" FIJADOR O CABLE PRINCIPAL d1/4" TIPO BOA 2 3 4 AS: Ø1/2"@0.15 AS: Ø1/2"@0.15 5 CAMARA DE ANCLAJE L=1.80m L=1.30m L=1.10m 5 5 5 5 5 5 5 5 5 5 \A1;DETALLE N°1 ESC. 1:50 PERFIL DE PASE AEREO L=7.00m DETALLE N°5 5 5 8 DETALLE N°2 PENDOLAS CON CABLES d1/4" TIPO BOA DETALLE N°4 TUBO PVC d1 1/2" ZAPATA DE TORRE TORRE VARILLA DE ANCLAJE d1/4"x2.52m. TUERCA Y HUASHA d1/4" ARANDELA CUADRADA DE 0.40x0.40x1/4" FIJADOR O CABLE PRINCIPAL d1/4" TIPO BOA 7 6 5 AS: Ø1/2"@0.15 AS: Ø1/2"@0.15 5 CAMARA DE ANCLAJE L=1.80m L=1.30m L=1.10m 5 5 5 5 5 5 5 5 5 5 \A1;DETALLE N°1 DETALLE N°5 5 AS: Ø1/2"@0.15 AS: Ø1/2"@0.15 DETALLE N°3 \A1;UNION FLEXIBLE PVC TUBO PVC d1 1/2" VARILLA DE ANCLAJE d1/4"x2.52m. DETALLE N°4 TORRE FIJADOR O CABLE PRINCIPAL d1/4" TIPO BOA \A1;GRILLETE DE SEGURIDAD \A1;DETALLE N°1 DETALLE N°2 PENDOLAS CON CABLES d1/4" TIPO BOA ZAPATA DE TORRE TUERCA Y HUASHA d1/4" ARANDELA CUADRADA DE 0.40x0.40x1/4" CAMARA DE ANCLAJE DETALLE N°5 SOLADO 5 AS: Ø1/2"@0.15 AS: Ø1/2"@0.15 VARILLA DE ANCLAJE d1/4"x2.52m. ZAPATA DE TORRE TUERCA Y HUASHA d1/4" ARANDELA CUADRADA DE 0.40x0.40x1/4" CAMARA DE ANCLAJE DETALLE N°5 SOLADO DETALLE N°3 \A1;UNION FLEXIBLE PVC TUBO PVC d1 1/2" DETALLE N°4 TORRE FIJADOR O CABLE PRINCIPAL d1/4" TIPO BOA PENDOLAS CON CABLES d1/4" TIPO BOA 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Df=<> 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 2 3 4 5 6 7 8 9 10 11 ESC. 1:50 PERFIL DE PASE AEREO L=15.00m ESC. 1:50 PERFIL DE PASE AEREO L=8.00m AS: Ø1/2"@0.15 AS: Ø1/2"@0.15 \A1;COLUMNA DE 0.25x0.30 m. f'c=210 Kg/cm2 ZAPATA DE TORRE TORRE TUBO PVC d1 1/2" \A1;3 d1/2" 2 d1/2" \A1;3 d1/2" DETALLE N°4 B B EST. d 3/8", 1 @ 0.05, 2 @ 0.10, R @ 0.30 ELEVACION d1/2 @ 0.15 d1/2 @ 0.15 08Ø1/2'' Sección B-B C-4 C-4 5 5 C-4 ESC. 1:50 DETALLE DE TORRE Y ZAPATA DETALLE N\U+00B05 ZAPATA 5 5 5 5 AS: Ø1/2"@0.15 AS: Ø1/2"@0.15 5 5 5 5 5 5 1 5 5 5 DETALLE N°2 PENDOLAS CON CABLES d1/4" TIPO BOA \A1;GRILLETE DE SEGURIDAD DETALLE N°3 \A1;COLUMNA DE 0.4x0.40 m. f'c=210 Kg/cm2 DETALLE N°5 \A1;UNION FLEXIBLE PVC TUBO PVC d1 1/2" ZAPATA DE TORRE TORRE \A1;DETALLE N°1 VARILLA DE ANCLAJE d1/4"x2.52m. TUERCA Y HUASHA d1/4" ARANDELA CUADRADA DE 0.40x0.40x1/4" FIJADOR O CABLE PRINCIPAL d1/4" TIPO BOA 2 3 4 5 6 7 8 9 AS: Ø1/2"@0.15 AS: Ø1/2"@0.15 5 CAMARA DE ANCLAJE L=1.80m L=1.30m L=1.10m L=0.90m 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 DETALLE N°5 5 5 5 SOLADO 5 5 5 5 5 5 AS: Ø1/2"@0.15 AS: Ø1/2"@0.15 SOLADO 5 5 5 5 5 5 5 EST. d 1/4", 1 @ 0.05, 2 @ 0.10, 3 @ 0.20,R @ 0.30 ZAPATA DE TORRE TORRE TUBO PVC d1 1/2" \A1;3 d1/2" \A1;COLUMNA DE 0.25x0.35 m. f'c=210 Kg/cm2 \A1;3 d1/2" 2 d1/2" D D DETALLE N°4 5 ESC. 1:50 DETALLE DE TORRE Y ZAPATA AS: Ø5/8"@0.25 AS: Ø5/8"@0.25 S O L A D O AS: Ø5/8"@0.25 S O L A D O AS: Ø5/8"@0.25 AS: Ø5/8"@0.25 AS: Ø5/8"@0.25 S O L A D O 3/8": 2@0.05,3@0.10, 4@0.15, Rto. @0.25 c/e 2Ø5/8" 2Ø5/8" 11 11 3/8": 2@0.05,3@0.10, 4@0.15, Rto. @0.25 c/e 2Ø5/8" 2Ø5/8" 11 11 2Ø5/8" 2Ø5/8" 2Ø5/8" 2Ø5/8" 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 4 3 Sección 11-11 V-C 4 Ø 5/8" 2Ø5/8" 2Ø 5/8" 5 5 AMPLIACION Y MEJORAMIENTO DEL SERVICIO DE AGUA POTABLE Y LETRINAS SANITARIAS EN EL CENTRO POBLADO DE HUARAYA Y SUS PARCIALIDADES, DISTRITO DE MOHO, PROVINCIA DE MOHO - PUNO 5 5 5 5 5 5 5 5 5 5 5 AS: Ø1/2"@0.15 AS: Ø1/2"@0.15 VARILLA DE ANCLAJE d3/8"x2.52m. ZAPATA DE TORRE TUERCA Y HUASHA d1/4" ARANDELA CUADRADA DE 0.40x0.40x1/4" CAMARA DE ANCLAJE DETALLE N°5 5 5 5 1 2 SOLADO 5 5 AS: Ø1/2"@0.15 AS: Ø1/2"@0.15 \A1;UNION FLEXIBLE PVC TUBO PVC d1 1/2" VARILLA DE ANCLAJE d3/8"x2.52m. DETALLE N°4 TORRE FIJADOR O CABLE PRINCIPAL d3/8" TIPO BOA PENDOLAS CON CABLES d1/4" TIPO BOA ZAPATA DE TORRE TUERCA Y HUASHA d1/4" ARANDELA CUADRADA DE 0.40x0.40x1/4" CAMARA DE ANCLAJE DETALLE N°5 5 5 5 5 1 2 SOLADO 5 5 \A1;COLUMNA DE 0.30x0.40 m. f'c=210 Kg/cm2 5 5 5 AS: Ø1/2"@0.15 AS: Ø1/2"@0.15 DETALLE N°3 \A1;UNION FLEXIBLE PVC TUBO PVC d1 1/2" VARILLA DE ANCLAJE d1/4"x2.52m. DETALLE N°4 TORRE FIJADOR O CABLE PRINCIPAL d1/4" TIPO BOA \A1;GRILLETE DE SEGURIDAD \A1;DETALLE N°1 DETALLE N°2 PENDOLAS CON CABLES d1/4" TIPO BOA ZAPATA DE TORRE TUERCA Y HUASHA d1/4" ARANDELA CUADRADA DE 0.40x0.40x1/4" CAMARA DE ANCLAJE DETALLE N°5 SOLADO 5 AS: Ø1/2"@0.15 AS: Ø1/2"@0.15 VARILLA DE ANCLAJE d1/4"x2.52m. ZAPATA DE TORRE DETALLE N°5 SOLADO DETALLE N°3 \A1;UNION FLEXIBLE PVC TUBO PVC d1 1/2" DETALLE N°4 TORRE FIJADOR O CABLE PRINCIPAL d1/4" TIPO BOA PENDOLAS CON CABLES d1/4" TIPO BOA 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Df=<> 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 2 3 4 5 6 7 8 9 10 11 ESC. 1:50 PERFIL DE PASE AEREO L=15.00m 5 5 5 5 5 5 5 ABRAZADERA METALICA e=3mm AGUJERO 5

Drawing labels, details, and other text information extracted from the CAD file (Translated from Spanish):

ace:, detail, Flexible pvc, Pvc tube, Anchor rod, detail, tower, Good, of security, detail, Pendolas with good type cables, Tower shoe, Huasha nut, Square washer, Anchoring chamber, detail, ace:, Flexible pvc, Pvc tube, Anchor rod, detail, tower, Good, detail, Pendolas with good type cables, Tower shoe, Huasha nut, Square washer, Anchoring chamber, detail, Esc., Air pass profile, Sole, of security, Of m., Good, Pendolas with good type cables, Safety shackle m., Bolts, Ring of, Good, Pendolas with good type cables, Bolts, Safety shackle m., Bolts, Safety shackle m., tube, Anchor rod, Good, Bolts, Safety shackle m., detail, scale:, Esc., Detail no of pendolas, its T., ace:, section, Sole, detail, Tower shoe, tower, Pvc tube, Of m., Esc., Detail of torre calapata, Splicing detail, cut, plant, Esc., Detail n., detail, Pendolas with good type cables, of security, detail, Flexible pvc, Pvc tube, Tower shoe, tower, Anchor rod, Huasha nut, Square washer, Good, ace:, Anchoring chamber, Esc., Air pass profile, detail, detail, Pendolas with good type cables, detail, Pvc tube, Tower shoe, tower, Anchor rod, Huasha nut, Square washer, Good, ace:, Anchoring chamber, detail, ace:, Of m., Tower shoe, tower, Pvc tube, detail, its T., elevation, section, Esc., Detail of torre calapata, detail, Shoe, Sole, Esc., Air pass profile, ace:, Of m., Tower shoe, tower, Pvc tube, detail, its T., elevation, section, Esc., Detail of torre calapata, detail, Shoe, ace:, detail, Pendolas with good type cables, of security, detail, Of m., detail, Flexible pvc, Pvc tube, Tower shoe, tower, Anchor rod, Huasha nut, Square washer, Good, ace:, Anchoring chamber, detail, Sole, ace:, detail, Flexible pvc, Pvc tube, Anchor rod, detail, tower, Good, of security, detail, Pendolas with good type cables, Tower shoe, Huasha nut, Square washer, Anchoring chamber, detail, Sole, ace:, detail, tower, Tower shoe, Sole, Anchor rod, Square washer, Huasha nut, Anchoring chamber, detail, Pvc tube, Good, of security, Pendolas with good type cables, Esc., Air pass profile, ace:, detail, tower, Sole, ace:, its T., Tower shoe, tower, Pvc tube, Of m., Esc., Detail of torre calapata, section, Shoe, section, Shoe, ace:, Sole, its T., Tower shoe, tower, Pvc tube, Of m., detail, Esc., Detail of torre calapata, ace:, detail, Flexible pvc, Pvc tube, Anchor rod, detail, tower, Good, of security, detail, Pendolas with good type cables, Tower shoe, Huasha nut, Square washer, Anchoring chamber, detail, Sole, ace:, Anchor rod, Tower shoe, Huasha nut, Square washer, Anchoring chamber, detail, Sole, detail, Flexible pvc, Pvc tube, detail, tower, Good, Pendolas with good type cables, Esc., Air pass profile, Apply epoxy, To paste new concrete, With existing, Sting, Of existing column, Existing structures, Use chemical adhesive, Red head similar, Apply epoxy, To paste new concrete, With existing, Chop coating, Of existing column, Existing structures, Chop, Of existing column, Esc., Det. Beams, section, section, section, section, section, Graderios, detail, Rto., parapet, Existing structure, section, section, section, section, section, section, Esc., detail, ace:, ace:, ace:, Rto., Rto., Conclusion of North tribune implementation ss.hh. Stadium dressing rooms, Municipal benign olazabal of the city of province of mold puny., section, section, section, detail, Esc., detail, ace:, ace:, ace:, Rto., Rto., section, section, Esc., Det. Beams, its T., ace:, section, Sole, detail, Tower shoe, tower, Pvc tube, Of m., Esc., Det. Tower shoe, ace:, Of m., Tower shoe, tower, Pvc tube, detail, its T., elevation, section, Esc., Detail of torre calapata, detail, Shoe, Sole, ace:, detail, tower, Sole, ace:, its T., Tower shoe, tower, Pvc tube, Of m., Esc., Detail of torre calapata, Namo, Esc .:, Ind., sheet:, Date plot:, Date elab .:, fist, Dpto .:, Prov .:, Dist, Location, flat:, Mts. Mts., draft:, municipality, owner:, specialty:, I. Structures, Elaborated:, Rev. Approved, area:, observations:, P.t.ch., detail, Details, municipality, Provincial, ………………………………….., mold, Provincial mold, Expansion of the service of a

Raw text data extracted from CAD file:

Language	Spanish
Drawing Type	Block
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials	Concrete, Other
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	air, autocad, block, cable, concrete, diameter, distribution, DWG, fornecimento de água, kläranlage, l'approvisionnement en eau, light, meters, pass, pipe, pvc, supply, system, treatment plant, wasserversorgung, water

CAD Drawings

View All Downloads