Steel Frame DWG Detail for AutoCAD

Steel Frame DWG Detail for AutoCAD

Details union foundation with steel; beams with column; losacero

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

plant, n.p.t., cant overflow, section, reinforcement, dice, column, Canes, section, contratrabe, stack detail, contratrabe, column, battery, dice, square column, concrete template, battery, contratrabe, concrete template, battery, contratrabe, concrete template, cut, square column, dice, battery, column, contratrabe, square column, battery, contratrabe, concrete template, battery, contratrabe, concrete template, cut, square column, contratrabe, column, battery, dice, column, battery, contratrabe, concrete template, concrete template, battery, contratrabe, concrete template, concrete template, column, cut, vars of est, rec. cm, vars of est, rec. cm, ctb, vars of est, rec. cm, ctb, vars of est, rec. cm, ctb, vars of est, rec. cm, square column, made with plates, profile mm, The, caliber, sheet weight, thickness of concrete in, total overhang of slab, concrete volume, specifications, separation between, detail in elevation, detail in plan, detail in isometric, losacero imsa lime section., concrete compression layer cm. total height cm., electromalla, profile mm, college, pacific loveless, north, location:, name of the map:, do not. of plan:, draft:, adviser:, departments building, matter:, sep, date:, mts., dimension:, scale:, soul patricia solis hernández, designer:, architectural plant, sketch of location:, orientation:, symbology:, Logo:, arq. Gustavo Rodriguez, workshop, construction iv, semester:, semester, graphic scale, coastal the palms, diamond area, gro., Sun, architecture, coastal, ground, bachelor’s degree:, architecture, lobby, master bedroom, dressing room, bath, living room, dinning room, Pub, kitchen, bedroom, service yard, room service, bath, cto. white, balcony, bath, bath, bath, bedroom, bath, cto. white, master bedroom, dressing room, bath, living room, dinning room, Pub, kitchen, bedroom, service yard, room service, bath, bath, bath, bedroom, balcony, college, pacific loveless, north, location:, name of the map:, do not. of plan:, draft:, adviser:, departments building, matter:, sep, date:, mts., dimension:, scale:, soul patricia solis hernández, designer:, foundation piles, sketch of location:, orientation:, symbology:, Logo:, arq. Gustavo Rodriguez, workshop, construction iv, semester:, semester, graphic scale, coastal the palms, diamond area, gro., Sun, architecture, coastal, ground, bachelor’s degree:, architecture, vars, its T. cm., section, vars, its T. cm., section, vars, section, vars, its T. cm., vars, its T. cm., vars, section, vars, its T. cm., vars, its T. cm., vars, kind, armed, diamond, section, section, stirrups, section, section, fc, concrete, height, quantity, ctb, ctb, column, battery, dice, square column, battery, contratrabe, concrete template, concrete template, battery, concrete template, concrete template, square column, cut, ctb, college, pacific loveless, north, location:, name of the map:, do not. of plan:, draft:, adviser:, departments building, matter:, sep, date:, mts., dimension:, scale:, soul patricia solis hernández, designer:, structural plant, sketch of location:, orientation:, symbology:, Logo:, arq. Gustavo Rodriguez, workshop, construction iv, semester:, semester, graphic scale, coastal the palms, diamond area, gro., Sun, architecture, coastal, ground, bachelor’s degree:, architecture, square column, made with plates, profile mm, The, caliber, sheet weight, thickness of concrete in, total overhang of slab, concrete volume, specifications, separation between, detail in elevation, detail in plan, detail in isometric, losacero imsa lime section., concrete compression layer cm. total height cm., electromalla, profile mm, Foundation slab, elevator vertika, cm., slab, vars, Foundation slab, see plant, the laying of the reinforcement of the slab will be as indicated in the following drawing., concrete template, ground, natural, the reinforcing steel will have a yield stress f and except for bars, smooth surfaces whose yield stress will be f, concrete slab, prior to the steel reinforcement of the bottom slab must be placed a concrete template, poor thickness cm. with a resistance, concrete slab, higher in fresh state with an equal resistance, concrete in foundation slab will be class with volumetric weight, at least for the inner face., the coating for the faces in contact with the ground shall be cm. cm., the concrete in slab tanker will be class with volumetric weight, higher in fresh state with an equal resistance, the concrete must include integral waterproofing., type plant, cut, college, pacific loveless, north, location:, name of the map:, do not. of plan:, draft:, adviser:, building

Raw text data extracted from CAD file:

PLANT +-0.00 N.P.T. \A1;7.85 \A1;8.00 \A1;6.19 \A1;1.44 \A1;2.10 \A1;51.16 \A1;1.45 \A1;1.80 \A1;4.75 \A1;7.85 \A1;8.00 \A1;6.19 \A1;1.44 \A1;2.10 \A1;8.00 \A1;7.85 \A1;8.00 \A1;6.19 \A1;51.16 \A1;1.45 \A1;1.80 \A1;4.75 \A1;7.85 \A1;8.00 \A1;6.19 \A1;7.08 \A1;8.00 h/4 h PERALTE DEL DADO 0.10 0.10 \C4;d.80 SECCION 1 REFUERZO DADO COLUMNA BASTONES SECCION 2 CONTRATRABE -175.4082832221891 -175.4082832221891 -175.4082832221891 -175.4082832221891 -175.4082832221891 E L E V A C I O N DETALLE DE PILA -175.4082832221891 \A1;1.00 \A1;1.00 \A1;R0.50 \A1;R0.50 \A1;1.20 \A1;R0.60 \A1;1.20 \A1;R0.60 \A1;1.40 \A1;R0.70 \A1;1.40 \A1;R0.70 \A1;1.45 \A1;1.80 \A1;4.75 \A1;8.00 #4@20 E#4@15 ESQ#6 CONTRATRABE COLUMNA PILA DADO COLUMNA CUADRADA PLANTILLA DE CONCRETO fc= 100 kg/cm2 PILA E#4@15 VAR#6 CONTRATRABE PLANTILLA DE CONCRETO fc= 100 kg/cm2 B=60CM; H=60CM; ESP=2.5 X' X Y' Y PILA E#4@15 VAR#6 CONTRATRABE PLANTILLA DE CONCRETO fc= 100 kg/cm2 CORTE X-X' CORTE Y-Y' COLUMNA CUADRADA B=60CM; H=60CM; ESP=2.5 DADO PILA E#4@15 COLUMNA #4@17.5 ESQ#6 CONTRATRABE COLUMNA CUADRADA B=60CM; H=60CM; ESP=2.5 PILA CONTRATRABE PLANTILLA DE CONCRETO fc= 100 kg/cm2 E#4@15 VAR#6 X' X Y PILA CONTRATRABE PLANTILLA DE CONCRETO fc= 100 kg/cm2 E#4@15 VAR#6 Y' CORTE X-X' CORTE Y-Y' COLUMNA CUADRADA B=60CM; H=60CM; ESP=2.5 CONTRATRABE ESQ#6 E#4@15 #4@20 COLUMNA PILA DADO COLUMNA RECTANGULAR(H) B=40CM; H=60CM; ESP=5.0 PILA CONTRATRABE PLANTILLA DE CONCRETO fc= 100 kg/cm2 PLANTILLA DE CONCRETO fc= 100 kg/cm2 E#4@15 VAR#6 X' X Y PILA CONTRATRABE PLANTILLA DE CONCRETO fc= 100 kg/cm2 PLANTILLA DE CONCRETO fc= 100 kg/cm2 E#4@15 VAR#6 COLUMNA RECTANGULAR(H) B=40CM; H=60CM; ESP=5.0 Y' CORTE X-X' CORTE Y-Y' \A1;7.85 \A1;8.00 \A1;6.19 \A1;51.16 \A1;7.85 \A1;8.00 \A1;6.19 \A1;7.08 \A1;0.80 \A1;4.44 \A1;2.16 \A1;4.44 \A1;2.16 \A1;4.44 \A1;0.80 \A1;5.19 \A1;6.12 \A1;8.00 \A1;8.00 \A1;0.80 \A1;0.40 1#3 1#3 2#5 2#5 2#5 Est.10 @ 15 Est.10 @ 15 Est.@25 Est.@25 Est.@25 Est.@25 Est.@25 Est.@25 2#5 1#3 1#4 1#3 1#4 1#4 2#5 D E F G H -1323.529650837972 -1323.529650837972 -1323.529650837972 -1323.529650837972 -1323.529650837972 -1323.529650837972 -1323.529650837972 -1323.529650837972 -1323.529650837972 -1323.529650837972 8 VARS. DE #5 EST #3 @ 20 -1323.529650837972 -1323.529650837972 -1323.529650837972 REC. 2.5 CM F´C 250 KG/CM2 \A1;0.82 \A1;0.41 \A1;7.08 \A1;6.19 \A1;7.85 \A1;6.19 \A1;8.00 \A1;7.85 1#3 2#5 2#5 Est.10 @ 15 Est.10 @ 15 Est.@25 Est.@25 Est.@25 Est.@25 Est.@25 Est.@25 2#5 1#3 1#4 1#3 1#4 1#4 2#5 D H I J K -1766.254870441165 -1766.254870441165 -1766.254870441165 5 5 5 5 5 5 8 VARS. DE #5 EST #3 @ 20 5 -1766.254870441165 -1766.254870441165 REC. 2.5 CM F´C 250 KG/CM2 CTB 1 1#3 1#4 1#3 1#4 1#3 1#4 Est.@25 Est.@25 Est.@25 Est.@25 Est.@25 Est.@25 Est.@25 Est.@25 Est.@25 Est.@25 Est.@25 5 5 5 5 5 C -1766.254870441165 B -1766.254870441165 A -1766.254870441165 5 \A1;0.80 \A1;4.44 \A1;0.80 1#3 2#5 2#5 Est.10 @ 15 Est.@25 Est.@25 1#4 1 4 1#3 2#5 Est.10 @ 15 8 VARS. DE #5 EST #3 @ 20 REC. 2.5 CM F´C 250 KG/CM2 -1329.312990064429 -1329.312990064429 -1329.312990064429 \A1;2.20 \A1;4.52 \A1;2.20 \A1;4.52 \A1;2.20 \A1;4.52 \A1;8.00 \A1;2.20 \A1;4.52 \A1;2.20 \A1;4.52 \A1;4.12 \A1;0.47 \A1;8.00 CTB 2 -1750.000742718036 \A1;2.20 \A1;2.82 \A1;7.08 \A1;0.82 \A1;0.41 2#5 Est.@25 1#4 D H -1750.57262929112 -1750.57262929112 -1750.57262929112 8 VARS. DE #5 EST #3 @ 20 -1750.57262929112 -1750.57262929112 REC. 2.5 CM F´C 250 KG/CM2 CTB 3 1#3 Est.@25 Est.10 @ 15 Est.10 @ 15 \A1;2.20 \A1;2.82 \A1;7.08 \A1;0.82 \A1;0.41 2#5 Est.@25 1#4 D H -1730.704577768431 -1730.704577768431 -1730.704577768431 8 VARS. DE #5 EST #3 @ 20 -1730.704577768431 -1730.704577768431 REC. 2.5 CM F´C 250 KG/CM2 1#3 Est.@25 Est.10 @ 15 Est.10 @ 15 \A1;7.85 \A1;8.00 \A1;6.19 \A1;1.44 \A1;2.10 \A1;51.16 \A1;1.45 \A1;1.80 \A1;4.75 \A1;7.85 \A1;8.00 \A1;6.19 \A1;1.44 \A1;2.10 \A1;8.00 \A1;7.85 \A1;8.00 \A1;6.19 \A1;1.44 \A1;2.10 \A1;51.16 \A1;1.45 \A1;1.80 \A1;4.75 \A1;8.00 \A1;7.85 \A1;8.00 \A1;6.19 \A1;1.44 \A1;2.10 \A1;6.10 \A1;0.95 \A1;0.384 \A1;0.95 \A1;0.286 \A1;0.482 \A1;0.0635 \A1;0.786 \A1;0.60 \A1;0.60 -1838.671498851276 -1838.671498851276 -1838.671498851276 -1838.671498851276 -1838.671498851276 -1838.671498851276 -1838.671498851276 -1838.671498851276 -1838.671498851276 -1838.671498851276 -1838.671498851276 -1838.671498851276 -1838.671498851276 -1838.671498851276 -1838.671498851276 C1 COLUMNA CUADRADA HECHA CON PLACAS DE 1" T1 V1 -1838.671498851276 -1838.671498851276 -1838.671498851276 -1838.671498851276 -1838.671498851276 PERFIL IR 762 x 314 mm x kg/m PESO= 197 kg/m ALMA= 19.7 mm PATIN= 28.6 mm bf= 384 mm -1838.671498851276 -1838.671498851276 -1838.671498851276 LOSACERO IMSA SECCION 4 CALIBRE 20 PESO DE LA LAMINA S/C: 9.54 Kg/m2 ESPESOR DEL CONCRETO EN CM= 285.54 PERALTE TOTAL DE LA LOSA CM= 14.35 VOLUMÉN DE CONCRETO m3/m2= 0.115 ESPECIFICACIONES DE LA MALLA= 6X6 - 4/4 SEPARACIÓN ENTRE CONECTORES= 1.8 DETALLE EN ALZADO DETALLE EN PLANTA DETALLE EN ISOMETRICO \W5.80544; LOSACERO IMSA \W4.14307; SECCION 4 CAL. 20 \W5.04061; CAPA DE COMPRESION \W4.54963; DE CONCRETO h= 8 CM. \W4.54963; ALTURA TOTAL = 14.35 CM. ELECTROMALLA 6X6 -4/4 PERFIL IR 457 x 177.8 mm x kg/m PESO= 177.8 kg/m ALMA= 16.6 mm PATIN= 26.9 mm bf= 286 mm -1838.671498851276 -1838.671498851276 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 T1: IR 762x314 T1: IR 762x314 T1: IR 762x314 T1: IR 762x314 T1: IR 762x314 T1: IR 762x314 T1: IR 762x314 T1: IR 762x314 T1: IR 762x314 T1: IR 762x314 T1: IR 762x314 T1: IR 762x314 T1: IR 762x314 T1: IR 762x314 V1: IR 457X280 V1: IR 457X280 V1: IR 457X280 V1: IR 457X280 V1: IR 457X280 V1: IR 457X280 V1: IR 457X280 V1: IR 457X280 V1: IR 457X280 V1: IR 457X280 V1: IR 457X280 V1: IR 457X280 V1: IR 457X280 V1: IR 457X280 V1: IR 457X280 T1: IR 762x314 T1: IR 762x314 T1: IR 762x314 T1: IR 762x314 T1: IR 762x314 T1: IR 762x314 T1: IR 762x314 T1: IR 762x314 T1: IR 762x314 T1: IR 762x314 T1: IR 762x314 T1: IR 762x314 T1: IR 762x314 T1: IR 762x314 T1: IR 762x314 V1: IR 457X280 V1: IR 457X280 V1: IR 457X280 V1: IR 457X280 V1: IR 457X280 V1: IR 457X280 V1: IR 457X280 V1: IR 457X280 V1: IR 457X280 V1: IR 457X280 V1: IR 457X280 V1: IR 457X280 V1: IR 457X280 V1: IR 457X280 V1: IR 457X280 T1: IR 762x314 T1: IR 762x314 T1: IR 762x314 \A1;6.10 \A1;0.95 \A1;0.286 \A1;0.482 \A1;0.0635 \A1;0.786 \A1;0.384 \A1;0.95 \A1;0.60 \A1;0.60 \A1;25 \A1;5 \A1;7.5 \A1;3.5 \A1;14 \A1;7.85 \A1;8.00 \A1;6.19 \A1;1.44 \A1;2.10 \A1;51.16 \A1;7.85 \A1;8.00 \A1;6.19 \A1;1.44 \A1;2.10 \A1;3.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;6.00 \A1;3.00 600 X 600 mm 600 X 600 mm D= 786 mm D= 786 mm D= 482mm D= 482mm 600 X 600 mm 600 X 600 mm D= 786 mm D= 786 mm D= 482mm D= 482mm UNIVERSIDAD LOYOLA DEL PACIFICO NORTE LOCALIZACION: NOMBRE DEL PLANO: No. DE PLANO: PROYECTO: ASESOR: EDIFICIO DE DEPARTAMENTOS MATERIA: 06 DE SEP 2013 FECHA: MTS. ACOTACION: ESCALA: ALMA PATRICIA SOLÍS HERNÁNDEZ PROYECTISTA: PLANTA ARQUITECTONICA 1:100 CROQUIS DE UBICACION: ORIENTACION: SIMBOLOGIA: LOGOTIPO: ARQ. GUSTAVO RODRIGUEZ TALLER DE CONSTRUCCION IV SEMESTRE: 9 SEMESTRE A-01 ESCALA GRAFICA 1.00 5.00 10.00 20.00 35.00 COSTERA LAS PALMAS ZONA DIAMANTE ACAPULCO, GRO. Sol er ARQUITECTURA COSTERA PALMAS\H8x; \H0.275x; TERRENO licenciatura: ARQUITECTURA \W6.90826; S VESTIBULO +6.30 +6.30 +6.30 +6.30 +6.30 +6.30 +6.30 +6.30 +6.30 +6.30 +6.30 +6.30 +6.30 \W1.67550; RECAMARA \W1.67550; PRINCIPAL \W1.05179; VESTIDOR BAÑO SALA \W1.00282; COMEDOR BAR COCINA RECAMARA 2 PATIO DE SERVICIO RECAMARA DE SERVICIO BAÑO \W4.41390; CTO. \W4.41390; BLANCOS \W0.71625; BALCON +6.30 BAÑO +6.30 BAÑO +6.30 BAÑO +6.30 RECAMARA 1 +6.30 \W2.94821; BAÑO \W3.86445; CTO. \W3.86445; BLANCOS +6.30 +6.30 +6.30 +6.30 +6.30 +6.30 +6.30 +6.30 +6.30 RECAMARA PRINCIPAL VESTIDOR \W2.94821; BAÑO \W3.41213; SALA COMEDOR \W4.29100; BAR \W1.00749; COCINA \W0.98871; RECAMARA 2 \W5.11778; PATIO DE \W5.11778; SERVICIO \W0.31881; RECAMARA DE \W0.31881; SERVICIO +6.30 \W2.94821; BAÑO +6.30 \W2.94821; BAÑO +6.30 \W2.94821; BAÑO +6.30 \W1.22324; RECAMARA 1 +6.30 +6.30 BALCON 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 UNIVERSIDAD LOYOLA DEL PACIFICO NORTE LOCALIZACION: NOMBRE DEL PLANO: No. DE PLANO: PROYECTO: ASESOR: EDIFICIO DE DEPARTAMENTOS MATERIA: 06 DE SEP 2013 FECHA: MTS. ACOTACION: ESCALA: ALMA PATRICIA SOLÍS HERNÁNDEZ PROYECTISTA: PILAS Y CIMENTACIÓN 1:100 CROQUIS DE UBICACION: ORIENTACION: SIMBOLOGIA: LOGOTIPO: ARQ. GUSTAVO RODRIGUEZ TALLER DE CONSTRUCCION IV SEMESTRE: 9 SEMESTRE C-01 ESCALA GRAFICA 1.00 5.00 10.00 20.00 35.00 COSTERA LAS PALMAS ZONA DIAMANTE ACAPULCO, GRO. Sol er ARQUITECTURA COSTERA PALMAS\H8x; \H0.275x; TERRENO licenciatura: ARQUITECTURA P2-1 5 5 5 5 5 5 5 5 5 5 5 5 P3-1 P3-4 P1-1 P2-2 P3-2 P3-3 P1-3 P1-2 P1-6 P1-4 P1-5 P3-5 P3-6 P3-8 P3-7 P2-4 P2-3 Y=1813.0709 X=2387.6018 Y=1813.0709 X=2395.4518 Y=1805.0709 X=2387.6018 Y=1813.0709 X=2403.4518 Y=1813.0709 X=2409.6421 Y=1813.0709 X=2416.7223 Y=1813.0709 X=2403.4518 Y=1813.0709 X=2422.9125 Y=1813.0709 X=2483.7625 X=2395.4518 Y=1805.0709 X=2403.4518 X=2409.6421 X=2416.7223 X=2403.4518 X=2422.9125 X=2483.7625 Y=1805.0709 Y=1805.0709 Y=1805.0709 Y=1805.0709 Y=1805.0709 X=2409.6421 X=2416.7223 Y=1805.0709 Y=1809.8209 Y=1809.8209 Y=1805.0709 ( )8 VARS. #8 EST. #3 @ 20 cm. P1 1° SECCION ( )8 VARS. #8 EST. #3@ 10 cm. 2° SECCION ( )8 VARS. #8 P2 1° SECCION 2° SECCION ( )12 VARS. #8 EST. #4 @ 20 cm. ( )12 VARS. #8 EST. #4@ 10 cm. ( )12 VARS. #8 1° SECCION 2° SECCION P3 ( )12 VARS. #10 EST. #4 @ 20 cm. ( )12 VARS. #10 EST. #4@ 10 cm. ( )12 VARS. #10 1.00 1.00 R0.50 R0.50 1.20 R0.60 1.20 R0.60 1.40 R0.70 1.40 R0.70 TIPO P-1 ARMADO (dcm.) DIAMENTRO SECCCION 1 d 100 8#8 8#8 SECCION 2 P-2 d 120 12#8 12#8 P-2 d 140 12#10 12#10 ESTRIBOS SECCCION 1 SECCION 2 #3@20 #3@10 #4@20 #4@10 #4@20 #4@10 f'c (Kg/cm2) CONCRETO 350 ALTURA 10 ( m ) CANTIDAD 4 350 10 350 10 2 4 P1 P1 P1 P1 P2 D2 P3 D3 P1 D1 CTB 1 CTB 2 5 5 5 5 D1 CTB 1 CTB 1 CTB 1 CTB 1 CTB 1 CTB 1 CTB 1 CTB 1 CTB 1 CTB 1 CTB 1 CTB 1 CTB 2 CTB 2 CTB 2 CTB 2 CTB 2 CTB 2 CTB 2 D2 D3 ESQ#6 E#4@15 #4@20 COLUMNA PILA DADO COLUMNA CUADRADA B=60CM; H=60CM; ESP=2.5 PILA CONTRATRABE PLANTILLA DE CONCRETO fc= 100 kg/cm2 PLANTILLA DE CONCRETO fc= 100 kg/cm2 E#4@15 VAR#6 X' X Y PILA PLANTILLA DE CONCRETO fc= 100 kg/cm2 PLANTILLA DE CONCRETO fc= 100 kg/cm2 E#4@15 VAR#6 COLUMNA CUADRADA B=60CM; H=60CM; ESP=2.5 Y' CORTE X-X' CORTE Y-Y' P3 D3 P1 D1 P3 D3 P3 D3 P2 D2 P2 D2 P3 D3 P3 D3 P3 D3 P3 D3 P2 D2 5 5 5 5 5 5 5 5 CTB 3 CTB 3 UNIVERSIDAD LOYOLA DEL PACIFICO NORTE LOCALIZACION: NOMBRE DEL PLANO: No. DE PLANO: PROYECTO: ASESOR: EDIFICIO DE DEPARTAMENTOS MATERIA: 06 DE SEP 2013 FECHA: MTS. ACOTACION: ESCALA: ALMA PATRICIA SOLÍS HERNÁNDEZ PROYECTISTA: PLANTA ESTRUCTURAL 1:100 CROQUIS DE UBICACION: ORIENTACION: SIMBOLOGIA: LOGOTIPO: ARQ. GUSTAVO RODRIGUEZ TALLER DE CONSTRUCCION IV SEMESTRE: 9 SEMESTRE E-01 ESCALA GRAFICA 1.00 5.00 10.00 20.00 35.00 COSTERA LAS PALMAS ZONA DIAMANTE ACAPULCO, GRO. Sol er ARQUITECTURA COSTERA PALMAS\H8x; \H0.275x; TERRENO licenciatura: ARQUITECTURA 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 T1: IR 762x314 T1: IR 762x314 T1: IR 762x314 T1: IR 762x314 T1: IR 762x314 T1: IR 762x314 T1: IR 762x314 T1: IR 762x314 T1: IR 762x314 T1: IR 762x314 T1: IR 762x314 T1: IR 762x314 T1: IR 762x314 T1: IR 762x314 V1: IR 457X280 V1: IR 457X280 V1: IR 457X280 V1: IR 457X280 V1: IR 457X280 V1: IR 457X280 V1: IR 457X280 V1: IR 457X280 V1: IR 457X280 V1: IR 457X280 V1: IR 457X280 V1: IR 457X280 V1: IR 457X280 V1: IR 457X280 V1: IR 457X280 T1: IR 762x314 T1: IR 762x314 T1: IR 762x314 T1: IR 762x314 T1: IR 762x314 T1: IR 762x314 T1: IR 762x314 T1: IR 762x314 T1: IR 762x314 T1: IR 762x314 T1: IR 762x314 T1: IR 762x314 T1: IR 762x314 T1: IR 762x314 T1: IR 762x314 V1: IR 457X280 V1: IR 457X280 V1: IR 457X280 V1: IR 457X280 V1: IR 457X280 V1: IR 457X280 V1: IR 457X280 V1: IR 457X280 V1: IR 457X280 V1: IR 457X280 V1: IR 457X280 V1: IR 457X280 V1: IR 457X280 V1: IR 457X280 V1: IR 457X280 T1: IR 762x314 T1: IR 762x314 T1: IR 762x314 C1 COLUMNA CUADRADA HECHA CON PLACAS DE 1" T1 V1 0.286 0.482 6.10 0.95 0.0635 PERFIL IR 762 x 314 mm x kg/m PESO= 197 kg/m ALMA= 19.7 mm PATIN= 28.6 mm bf= 384 mm 0.786 0.384 0.95 LOSACERO IMSA SECCION 4 CALIBRE 20 PESO DE LA LAMINA S/C: 9.54 Kg/m2 ESPESOR DEL CONCRETO EN CM= 285.54 PERALTE TOTAL DE LA LOSA CM= 14.35 VOLUMÉN DE CONCRETO m3/m2= 0.115 ESPECIFICACIONES DE LA MALLA= 6X6 - 4/4 SEPARACIÓN ENTRE CONECTORES= 1.8 DETALLE EN ALZADO DETALLE EN PLANTA DETALLE EN ISOMETRICO \W5.80544; LOSACERO IMSA \W4.14307; SECCION 4 CAL. 20 \W5.04061; CAPA DE COMPRESION \W4.54963; DE CONCRETO h= 8 CM. \W4.54963; ALTURA TOTAL = 14.35 CM. ELECTROMALLA 6X6 -4/4 PERFIL IR 457 x 177.8 mm x kg/m PESO= 177.8 kg/m ALMA= 16.6 mm PATIN= 26.9 mm bf= 286 mm 0.60 0.60 LOSA DE CIMENTACIÓN ELEVADOR VERTIKA h= 25 cm. LOSA VARS. #5@15 (DOBLE PARRILLA) LOSA DE CIMENTACIÓN VER PLANTA VER PLANTA 5. El colocación del armado de la losa será como se indica en el dibujo siguiente. 25 5 e=5cm f'c=100 Kg/cm. PLANTILLA DE CONCRETO 2 7.5 3.5 14 TERRENO NATURAL 4. El acero de refuerzo tendrá un esfuerzo de fluencia Fy = 4200 kg/cm2 excepto para barras lisas del No.2 (0.64cm.) cuyo esfuerzo de fluencia será Fy = 2530 kg/cm2. LOSA DE CONCRETO LOSA DE CONCRETO 3. Previo al armado del acero de la losa fondo se deberá colocar una plantilla de concreto pobre de espesor de 5.0 cm. con una resistencia f'c=100 kg/cm². LOSA DE CONCRETO mayor a 1900 Kg/m³ en estado fresco y con una resistencia igual a f'c=350 Kg/cm². 1. El concreto en losa de cimentación será clase 2 (convencional) con peso volumétrico como mínimo para la cara interior. 2. El recubrimiento para las caras en contacto con el terreno será de 7.5 cm. y de 3.5 cm. El concreto en losa tapa de cisterna será clase 1 (estructural) con peso volumétrico mayor a 2200 Kg/m³ en estado fresco y con una resistencia igual a f'c=350 Kg/cm². El concreto debe incluir impermeabilizante integral. N.P.T.+0.30 N.P.T.+6.30 N.P.T.+9.30 N.P.T.+12.30 N.P.T.+15.30 N.P.T.+18.30 N.P.T.+21.30 N.P.T.+24.30 N.P.T.+27.30 N.P.T.+30.30 N.P.T.+33.30 N.P.T.+36.30 T1 IR 762x314 mmxkg/m T1 IR 762x314 mmxkg/m T1 IR 762x314 mmxkg/m C1 600 x 600 C1 600 x 600 C1 600 x 600 C1 600 x 600 T1 IR 762x314 mmxkg/m T1 IR 762x314 mmxkg/m T1 IR 762x314 mmxkg/m C1 600 x 600 C1 600 x 600 V1 IR 457x177.8 mmxkg/m V1 IR 457x177.8 mmxkg/m V1 IR 457x177.8 mmxkg/m V1 IR 457x177.8 mmxkg/m V1 IR 457x177.8 mmxkg/m V1 IR 457x177.8 mmxkg/m T1 IR 762x314 mmxkg/m T1 IR 762x314 mmxkg/m T1 IR 762x314 mmxkg/m C1 600 x 600 C1 600 x 600 C1 600 x 600 V1 IR 457x177.8 mmxkg/m V1 IR 457x177.8 mmxkg/m V1 IR 457x177.8 mmxkg/m T1 IR 762x314 mmxkg/m T1 IR 762x314 mmxkg/m T1 IR 762x314 mmxkg/m C1 600 x 600 C1 600 x 600 C1 600 x 600 V1 IR 457x177.8 mmxkg/m V1 IR 457x177.8 mmxkg/m V1 IR 457x177.8 mmxkg/m T1 IR 762x314 mmxkg/m T1 IR 762x314 mmxkg/m T1 IR 762x314 mmxkg/m C1 600 x 600 C1 600 x 600 C1 600 x 600 V1 IR 457x177.8 mmxkg/m V1 IR 457x177.8 mmxkg/m V1 IR 457x177.8 mmxkg/m T1 IR 762x314 mmxkg/m T1 IR 762x314 mmxkg/m T1 IR 762x314 mmxkg/m C1 600 x 600 C1 600 x 600 C1 600 x 600 V1 IR 457x177.8 mmxkg/m V1 IR 457x177.8 mmxkg/m V1 IR 457x177.8 mmxkg/m T1 IR 762x314 mmxkg/m T1 IR 762x314 mmxkg/m T1 IR 762x314 mmxkg/m C1 600 x 600 C1 600 x 600 C1 600 x 600 V1 IR 457x177.8 mmxkg/m V1 IR 457x177.8 mmxkg/m V1 IR 457x177.8 mmxkg/m T1 IR 762x314 mmxkg/m T1 IR 762x314 mmxkg/m T1 IR 762x314 mmxkg/m C1 600 x 600 C1 600 x 600 C1 600 x 600 V1 IR 457x177.8 mmxkg/m V1 IR 457x177.8 mmxkg/m V1 IR 457x177.8 mmxkg/m T1 IR 762x314 mmxkg/m T1 IR 762x314 mmxkg/m T1 IR 762x314 mmxkg/m C1 600 x 600 C1 600 x 600 C1 600 x 600 V1 IR 457x177.8 mmxkg/m V1 IR 457x177.8 mmxkg/m V1 IR 457x177.8 mmxkg/m T1 IR 762x314 mmxkg/m T1 IR 762x314 mmxkg/m T1 IR 762x314 mmxkg/m C1 600 x 600 C1 600 x 600 C1 600 x 600 V1 IR 457x177.8 mmxkg/m V1 IR 457x177.8 mmxkg/m V1 IR 457x177.8 mmxkg/m T1 IR 762x314 mmxkg/m T1 IR 762x314 mmxkg/m T1 IR 762x314 mmxkg/m C1 600 x 600 C1 600 x 600 C1 600 x 600 V1 IR 457x177.8 mmxkg/m V1 IR 457x177.8 mmxkg/m V1 IR 457x177.8 mmxkg/m 5 5 5 5 5 5 5 5 5 5 5 P3 D3 P2 D2 P3 D3 P1 T1 IR 762x314 mmxkg/m T1 IR 762x314 mmxkg/m T1 IR 762x314 mmxkg/m C1 600 x 600 C1 600 x 600 C1 600 x 600 C1 600 x 600 T1 IR 762x314 mmxkg/m T1 IR 762x314 mmxkg/m T1 IR 762x314 mmxkg/m C1 600 x 600 C1 600 x 600 V1 IR 457x177.8 mmxkg/m V1 IR 457x177.8 mmxkg/m V1 IR 457x177.8 mmxkg/m V1 IR 457x177.8 mmxkg/m V1 IR 457x177.8 mmxkg/m V1 IR 457x177.8 mmxkg/m T1 IR 762x314 mmxkg/m T1 IR 762x314 mmxkg/m T1 IR 762x314 mmxkg/m C1 600 x 600 C1 600 x 600 C1 600 x 600 V1 IR 457x177.8 mmxkg/m V1 IR 457x177.8 mmxkg/m V1 IR 457x177.8 mmxkg/m T1 IR 762x314 mmxkg/m T1 IR 762x314 mmxkg/m T1 IR 762x314 mmxkg/m C1 600 x 600 C1 600 x 600 C1 600 x 600 V1 IR 457x177.8 mmxkg/m V1 IR 457x177.8 mmxkg/m V1 IR 457x177.8 mmxkg/m T1 IR 762x314 mmxkg/m T1 IR 762x314 mmxkg/m T1 IR 762x314 mmxkg/m C1 600 x 600 C1 600 x 600 C1 600 x 600 V1 IR 457x177.8 mmxkg/m V1 IR 457x177.8 mmxkg/m V1 IR 457x177.8 mmxkg/m T1 IR 762x314 mmxkg/m T1 IR 762x314 mmxkg/m T1 IR 762x314 mmxkg/m C1 600 x 600 C1 600 x 600 C1 600 x 600 V1 IR 457x177.8 mmxkg/m V1 IR 457x177.8 mmxkg/m V1 IR 457x177.8 mmxkg/m T1 IR 762x314 mmxkg/m T1 IR 762x314 mmxkg/m T1 IR 762x314 mmxkg/m C1 600 x 600 C1 600 x 600 C1 600 x 600 V1 IR 457x177.8 mmxkg/m V1 IR 457x177.8 mmxkg/m V1 IR 457x177.8 mmxkg/m T1 IR 762x314 mmxkg/m T1 IR 762x314 mmxkg/m T1 IR 762x314 mmxkg/m C1 600 x 600 C1 600 x 600 C1 600 x 600 V1 IR 457x177.8 mmxkg/m V1 IR 457x177.8 mmxkg/m V1 IR 457x177.8 mmxkg/m T1 IR 762x314 mmxkg/m T1 IR 762x314 mmxkg/m T1 IR 762x314 mmxkg/m C1 600 x 600 C1 600 x 600 C1 600 x 600 V1 IR 457x177.8 mmxkg/m V1 IR 457x177.8 mmxkg/m V1 IR 457x177.8 mmxkg/m T1 IR 762x314 mmxkg/m T1 IR 762x314 mmxkg/m T1 IR 762x314 mmxkg/m C1 600 x 600 C1 600 x 600 C1 600 x 600 V1 IR 457x177.8 mmxkg/m V1 IR 457x177.8 mmxkg/m V1 IR 457x177.8 mmxkg/m T1 IR 762x314 mmxkg/m T1 IR 762x314 mmxkg/m T1 IR 762x314 mmxkg/m C1 600 x 600 C1 600 x 600 C1 600 x 600 V1 IR 457x177.8 mmxkg/m V1 IR 457x177.8 mmxkg/m V1 IR 457x177.8 mmxkg/m P3 D3 P2 D2 P3 D3 P1 5 5 5 5 5 5 5 5 5 5 5 5 N.P.T.+39.30 PLANTA TIPO CORTE X-X´ UNIVERSIDAD LOYOLA DEL PACIFICO NORTE LOCALIZACION: NOMBRE DEL PLANO: No. DE PLANO: PROYECTO: ASESOR: EDIFICIO DE DEPARTAMENTOS MATERIA: 06 DE SEP 2013 FECHA: MTS. ACOTACION: ESCALA: ALMA PATRICIA SOLÍS HERNÁNDEZ PROYECTISTA: CORTE ESTRUCTURAL 1:100 CROQUIS DE UBICACION: ORIENTACION: SIMBOLOGIA: LOGOTIPO: ARQ. GUSTAVO RODRIGUEZ TALLER DE CONSTRUCCION IV SEMESTRE: 9 SEMESTRE E-01 ESCALA GRAFICA 1.00 5.00 10.00 20.00 35.00 COSTERA LAS PALMAS ZONA DIAMANTE ACAPULCO, GRO. Sol er ARQUITECTURA COSTERA PALMAS\H8x; \H0.275x; TERRENO licenciatura: ARQUITECTURA X X´ X X´

Language	Spanish
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel
Measurement Units
Footprint Area
Building Features	Deck / Patio, Elevator
Tags	autocad, beams, column, DETAIL, details, DWG, FOUNDATION, frame, losacero, stahlrahmen, stahlträger, steel, steel beam, steel frame, structure en acier, union