Foundation – Rectangular Plant With Details DWG Detail for AutoCAD

Foundation – Rectangular Plant With Details DWG Detail for AutoCAD

Foundation plant and detailsof footings – anchorges – walls armed – Details covered superior and inferior – Isometrics

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

plant, ing. jorge reyes miranda, arq., foundation plant, foundations and, details, ing. msr, base plate, development of anchor, shoe, standard, threaded, crown, shoe, lower arm, shoe table, cant, dimension ax, top assembly, lock nut, leveling, hydraulic base, development, – – -, insulated footings, sections of garter ties, details of base plates and anchors, ref, of cell, block wall, projection of, reinforcement of, cell, see plant, section of diamonds, details of pavements, elevation a-a ‘ , firm, adjusting nut, leveling nut, detail of control joints, greased side, construction joint, section of firm, construction joint detail, both directions, apply plastic sealant, celotex or polystyrene, in columns, joins to base , anchor see details, longitudinal rods, anchorage detail, compressible., metal column, column, dala, corner, union detail, control joint, steel in joint, floor plan, saw cut, diamond, board of expansion, interior walls rebar, elevation, solid concrete, in both directions, cell cast with, plant, corner, wall plant, firm and, variable, steel deck details, indicate another separation, self-weld nelson bolt, no scale, sections to use, mezzanine floor, mesh electrowelded, upper rod, indicates connection to moment, type in corners, of placement of, steel deck in beams, correct position, galvanized sheet, incorrect position, anchor rod, placed in the sup. bed, mezzanines and, reinforced thickness with mesh

Raw text data extracted from CAD file:

X 0.00 PLANTA DE PLANTA DE PLANTA DE PLANTA DE PLANTA DE E-CL-01 1:100 ING. JORGE REYES MIRANDA ARQ. E-CL-01.DWG JUNIO DE 1999 \A1;5000 \A1;5000 \A1;5000 \A1;5000 \A1;5000 \A1;5000 \A1;5000 \A1;5000 \A1;5000 \A1;350 \A1;4650 \A1;4650 \A1;350 \A1;45000 \A1;5850 \A1;11450 \A1;5600 \A1;400 \A1;5450 \A1;5200 \A1;400 \A1;4" \A1;8" \A1;10" \A1;4" \A1;16" \A1;4" \A1;4" \A1;4" \A1;2" \A1;2" \A1;22" \A1;26" \A1;450 \A1;450 \A1;25 \A1;40 \A1;600 \A1;200 \A1;70 \A1;70 \A1;600mm \A1;400mm \A1;70 \A1;70 \A1;AxB \A1;6" \A1;thick. \A1;10 \A1;400 \A1;r=70 \A1;E#3 @ 250mm \A1;E#3 @ 250mm \A1;E#3 @ 250mm \A1;3000mm \A1;3000mm \A1;600mm \A1;400mm \A1;70 \A1;70 \A1;600mm \A1;400mm \A1;70 \A1;70 \A1;6" \A1;150 \A1;108 \A1;185 \A1;633 \A1;594 \A1;633 \A1;594 \A1;633 \A1;594 \A1;633 \A1;594 \A1;633 \A1;594 \A1;633 \A1;594 \A1;633 \A1;594 \A1;633 \A1;594 \A1;633 \A1;594 \A1;633 \A1;594 \A1;633 \A1;594 \A1;633 \A1;594 \A1;633 \A1;594 \A1;633 \A1;594 \A1;633 \A1;594 \A1;633 \A1;594 \A1;633 \A1;594 \A1;633 \A1;594 \A1;633 \A1;594 \A1;633 \A1;594 \A1;633 \A1;594 \A1;633 \A1;594 \A1;633 \A1;594 \A1;633 \A1;594 \A1;633 \A1;594 \A1;633 \A1;594 \A1;633 \A1;594 \A1;633 \A1;594 \A1;633 \A1;594 \A1;633 \A1;594 \A1;633 \A1;594 \A1;633 \A1;594 \A1;633 \A1;594 \A1;633 \A1;594 \A1;633 \A1;594 \A1;633 \A1;409 \A1;409 \A1;185 \A1;108 \A1;1900 \A1;1400 \A1;950 \A1;3333 \A1;5000 \A1;3333 \A1;5000 \A1;3333 \A1;1400 \A1;5000 \A1;3333 \A1;5000 \A1;3333 \A1;950 \A1;5" \A1;150 \A1;150 \A1;200 \A1;600mm \A1;150 \A1;1400 \A1;1400 \A1;950 \A1;1050 \A1;3333 \A1;5000 \A1;3333 \A1;1400 \A1;5000 \A1;3333 \A1;2325 \A1;5000 \A1;4650 \A1;3333 \A1;950 \A1;1100 \A1;2325 \A1;1400 \A1;350 \A1;3333 \A1;5000 \A1;4650 \A1;2725 \A1;11450 \A1;5600 \A1;5200 \A1;3000 \A1;1900 \A1;5850 \A1;5450 \A1;400 \A1;2850 \A1;1500 \A1;2875 \A1;350 \A1;400 \A1;3333 \A1;3333 \A1;5000 \A1;45000 \A1;2-1/2" \A1;5" \A1;ver planta \A1;5" \A1;5" \A1;2-1/2" \A1;2-1/2" \A1;300mm \A1;300mm \A1;45000 \A1;5000 \A1;1650 \A1;1650 \A1;1650 \A1;1650 \A1;1650 \A1;1650 \A1;2150 \A1;5450 \A1;11450 \A1;5850 \A1;variable \A1;7/16 \A1;9 \A1;23-3/4 \A1;152mm \A1;76 \A1;7/16 \A1;7 \A1;23-3/4 \A1;9/16 \A1;9/16 \A1;400 \A1;3/8 \A1;23-5/8 \A1;1/2 \A1;7 \A1;3/8 \A1;16-1/8 \A1;7 \A1;9/16 \A1;1650 \A1;350 \A1;1/4 \A1;15-3/4 \A1;5-1/2 \A1;3/8 \A1;1/4 \A1;13-3/4 \A1;5/16 \A1;5 \A1;3/16 \A1;4 \A1;9-7/8 \A1;3/16 \A1;5000 \A1;800 \A1;3000 \A1;850 \A1;1650 \A1;400 \A1;5600 \A1;2550 \A1;3000 \A1;5200 \A1;2550 \A1;750 \A1;500 \A1;2150 \A1;1700 \A1;1000 \A1;4650 \A1;350 \A1;5000 \A1;2500 \A1;5000 \A1;5000 \A1;5000 \A1;5000 \A1;3250 \A1;1650 \A1;1100 \A1;1900 \A1;1050 \A1;1000 \A1;4650 \A1;5000 \A1;5000 PLANTA DE CIMENTACION 1 ESCALA 1:75 PLANTA DE CIMENTACION Y DETALLES E-01 1:75 ING. MSR ING. MSR S-HO-01.DWG 07/ABR/2001 1 0.000 1.1 0.350 2 5.000 3 10.000 4 15.000 5 20.000 6 25.000 7 30.000 8 35.000 9 40.000 10 45.000 0.2616952027992738 0.2616952027992738 0.2616952027992738 0.2616952027992738 0.2616952027992738 0.2616952027992738 0.2616952027992738 0.2616952027992738 0.2616952027992738 0.3164530822148492 0.3164530822148492 0.3951917757551939 0.3951917757551939 5 9.9 44.650 A 000 A.1 400 F 11450 5 E.9 11050 5 5 C.1 5850 5 5 5 5 -22.09796563178393 L=18" (450mm) PB-2 PL 8"x10"x5/8" PB-2/8"x10"x5/8" PLACA DE BASE 1/4" -22.09796563178393 -22.09796563178393 -22.09796563178393 1/4" d3/4" A36 4 ANCLAS W8x24# E7024 6" E7024 4" -22.58452035487526 -22.58452035487526 -22.58452035487526 -22.58452035487526 -22.58452035487526 -22.58452035487526 -22.58452035487526 -21.69141054484342 PB-1/16"x26"x1" PLACA DE BASE 3/8" 11" E7024 1/4" 9" E7024 W18x76# d1-1/8" A36 L=18" (450mm) 8 ANCLAS -27.17765868109896 -27.17765868109896 d3/4" L=18" (450mm) DESARROLLO DE ANCLA -27.17765868109896 -27.17765868109896 DESARROLLO DE ANCLA d1-1/8" L=18" (450mm) de zapata estandard roscado 125 mm de 125 mm de roscado estandard corona corona de zapata NSC=-350mm -11.24006709779982 -11.24006709779982 -32.30145164751799 NIC=-550 -32.77885893685311 vrs #3 @ 200mm (3) VRS # 4 FIRME DE 127mm PARRILLA DE VRS # 3 a/c 400mm EN A.S. N.P.T.= 000 E #3 @ 250mm -15.51772183573198 -15.51772183573198 TRABE DE LIGA TL-1 -15.51772183573198 -15.51772183573198 (3) VRS # 8 COLAR CON CONCRETO F'c=200kg/cm2 CORONA DE ZAPATA NSC= -350 N.P.T.= 000 DESPLANTE DE ZAPATA = -750 50mm concreto pobre F'c=100kg/cm FIRME DE CONCRETO f'c=200kg/cm2 NIV SUP ZAPATA (CORONA) ZAPATA ZA-3 ZA-2 ZA-1 VRS. #5@ 250mm A.S. ARMADO INFERIOR VRS. #5@ 200mm A.S. VRS. #5@ 220mm A.S. TABLA DE ZAPATAS 400 PERALTE 400 400 1,800x1,800mm DIMENSION AxB 3,000x3,000mm 2,400x2,400mm VRS. #3 @ 200mm A.S. VRS. #3 @ 200mm A.S. VRS. #3 @ 200mm A.S. ARMADO SUPERIOR NSC = -350mm -20.65807560884516 ARMADO SUPERIOR -20.65807560884516 -20.65807560884516 ARMADO INFERIOR -20.65807560884516 -20.65807560884516 -20.65807560884516 contratuerca de nivelacion 2" grout BASE HIDRAULICA NSC = -350mm NSC = -350mm NSC=-350mm ZA-3/1800x1800x400mm W18x76# ZA-2/2400x2400x400mm NSC=-350mm W18x76# NSC=-350mm ZA-2/2400x2400x400mm W8x24# W8x24# NSC=-350mm ZA-2/2400x2400x400mm NSC=-350mm ZA-2/2400x2400x400mm W18x76# NSC=-350mm ZA-1/3000x3000x400mm W18x76# ZA-1/3000x3000x400mm NSC=-350mm W18x76# W8x24# NSC=-350mm ZA-2/2400x2400x400mm ZA-2/2400x2400x400mm NSC=-350mm W8x24# ZA-1/3000x3000x400mm NSC=-350mm W18x76# ZA-1/3000x3000x400mm NSC=-350mm W18x76# NSC=-350mm ZA-2/2400x2400x400mm W18x76# ZA-3/1800x1800x400mm NSC=-350mm W18x76# ZA-2/2400x2400x400mm W18x76# NSC=-350mm PB-2 PB-1 PB-2 PB-2 PB-2 PB-1 PB-1 PB-1 PB-1 PB-1 PB-1 PB-1 PB-1 PB-1 PB-1 PL 16"x26"x1" TL-2/600x400mm NSC=-350mm NSC=-350mm TL-2/600x400mm NSC=-350mm TL-1/600x400mm TL-1/600x400mm NSC=-350mm NSC=-350mm TL-2/600x400mm TL-2/600x400mm NSC=-350mm NSC=-350mm ZC-1/600x200mm ZC-1/600x200mm NSC=-350mm NSC=-350mm ZC-1/600x200mm ZC-1/600x200mm NSC=-350mm ZC-1/600x200mm NSC=-350mm NSC=-350mm ZC-1/600x200mm NSC=-350mm ZC-1/600x200mm NSC=-350mm ZC-1/600x200mm NSC=-350mm ZC-1/600x200mm NSC=-350mm ZC-1/600x200mm C.1 5850 A.1 400 A 000 F 11450 E.9 11050 TL-1/600x400mm (3) VRS # 8 (3) VRS # 8 0.0 0.0 0.0 (8)E#3@125mm (8)E#3@125mm -4.987472523401152 -4.987472523401152 TL-2/600x400mm -4.987472523401152 (4)E#3@125mm (4)E#3@125mm -4.987472523401152 (4)E#3@125mm -4.987472523401152 (4) VRS # 8 (4) VRS # 8 (4)E#3@125mm -4.987472523401152 (2) VRS # 8 (2) VRS # 8 (2) VRS # 8 (2) VRS # 8 0.0 0.0 (3) VRS # 8 -4.505976326454885 -4.505976326454885 -4.505976326454885 TRABE DE LIGA TL-1 (5) VRS # 8 -4.505976326454885 E #3 @ 125mm (5) VRS # 8 -4.505976326454885 -4.505976326454885 -4.505976326454885 TRABE DE LIGA TL-2 (4) VRS # 8 -4.505976326454885 E #3 @ ver (4) VRS # 8 desarrollo - - - 2 1 - - - 3 (seccion 1) (seccion 2) (seccion 3) BASE HIDRAULICA -15.8913942526063 -11.24006709779982 N.T.N.= -100 DESARROLLO TL-1 DESARROLLO TL-2 ZAPATAS AISLADAS ESCALA F/E 2 ZAPATA CORRIDA ZC-1 3 ESCALA 7.5 SECCIONES DE TRABES DE LIGA 4 ESCALA 7.5 DETALLES DE PLACAS DE BASE Y ANCLAS 5 ESCALA 10 VRS # 3 @ 600mm REF, DE CELDA MURO DE BLOQUE DE 150x200x400mm PROYECCION DE REFUERZO DE CELDA 5 5 5 5 5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 5 5 0.0 0.0 5 5 5 6 25.000 5 5 2-1/2" 5" ver planta SECCION DE DIAMANTES N=000mm DETALLES DE FIRMES 2 ESCALA 7.5 ALZADO A-A' FIRME TUERCA DE AJUSTE 50mm de grout TUERCA NIVELADORA DETALLE DE JUNTAS DE CONTROL LADO ENGRASADO JUNTA DE CONSTRUCCION MANGA PVC d INT=3/4" SECCION DE FIRME DETALLE DE JUNTA DE CONSTRUCCION 5" 5" 2-1/2" VARILLA #3 @400mm AMBOS SENTIDOS APLICAR SELLADOR PLASTICO JUNTA COMPRESIBLE de 1/2" CELOTEX o POLIESTIRENO PROFUNDIDAD 10mm EN COLUMNAS 2-1/2" PASAJUNTAS A BASE VRS #6 @ 400mm LISA 300mm 300mm 4 ANCLA VER DETALLES ZAPATA DETALLES DE FIRMES VARILLAS LONGITUDINALES DETALLE DE ANCLAJE DE 1/2" DE MATERIAL COMPRESIBLE. COLUMNA METALICA A COLUMNA VAR # 3 150x200x400mm MURO DE BLOQUE 2 VRS. #3 EN BLOQUE VAR # 3 VAR # 3 DALA EN ESQUINA DETALLE DE UNION VAR # 3 MURO DE BLOQUE 150x200x400mm GRAPA DEL # 2 a/c 2 HILADAS VAR # 3 JUNTA DE CONTROL JUNTA DE CONSTRUCCION JUNTA DE CONTROL 5 2 5.000 5 5 5 5 5 5 C.1 5850 A 000 A.1 400 ACERO EN JUNTA CORTAR EL 50% DEL PLANTA DE FIRMES 1 5 5 5 5 CORTE CON SIERRA 25mm DE PROFUNDIDAD 5 ESCALA 1:75 5 5 EN DIAMANTE JUNTA DE EXPANSION JUNTA DE EXPANSION EN DIAMANTE JUNTA DE CONTROL E.9 11050 F 11450 5 1 0.000 5 5 5 JUNTA DE EXPANSION 5 EN DIAMANTE 1.1 0.350 5 JUNTA DE CONTROL JUNTA DE CONTROL JUNTA DE EXPANSION EN DIAMANTE JUNTA DE CONTROL 5 VAR # 3 JUNTA DE CONTROL JUNTA DE CONTROL EN DIAMANTE JUNTA DE EXPANSION JUNTA DE CONTROL 5 4 15.000 5 5 3 10.000 5 5 JUNTA DE EXPANSION 5 EN DIAMANTE 5 5 5 20.000 5 5 5 EN DIAMANTE JUNTA DE EXPANSION DESPLANTE DE MUROS INTERIORES ELEVACION CON vrs #3 @ 400mm (3) #3 ESCALA F/E 5" NPT=000 DE 5" DE ESPESOR FIRME DE CONCRETO EN AMBOS SENTIDOS 150x200x400mm MURO DE BLOQUE 150x200x400mm MURO DE BLOQUE 1 VAR. #3 @ 600mm CELDA COLADA CON 2 VRS. #3 EN BLOQUE DALA PLANTA ESQUINA PLANTA DE MURO 1 VAR. #3 @ 600mm CELDA COLADA CON 150 2 VRS. #3 EN BLOQUE 150 DALA 200 1 VAR. #3 @ 600mm 2 VRS. #3 EN BLOQUE DALA @ VER ALZADO MURO DE BLOQUE 150x200x400mm 1 VAR. #3 @ 600mm PLANTA DE FIRMES Y DETALLES E-02 1:75 ING. MSR ING. MSR S-HO-02.DWG 07/ABR/2001 TIPO HY-150 4plg DE EPOXICO 600mm #3 @ 350mm 1 2 ESCALA 1:20 DALA @ VER ALZADO 2 VRS. #3 EN BLOQUE 200x200x400mm MURO DE BLOQUE 150 3 4 5 EN DIAMANTE JUNTA DE EXPANSION JUNTA DE CONTROL 5 JUNTA DE CONTROL JUNTA DE CONTROL EN DIAMANTE JUNTA DE EXPANSION JUNTA DE CONTROL 5 5 JUNTA DE CONTROL JUNTA DE CONTROL 5 EN DIAMANTE JUNTA DE EXPANSION 5 5 8 35.000 5 5 7 30.000 5 5 EN DIAMANTE JUNTA DE EXPANSION 5 5 5 5 5 9 40.000 5 5 JUNTA DE EXPANSION EN DIAMANTE 5 5 10 45.000 9.9 44.650 JUNTA DE EXPANSION EN DIAMANTE 5 5 5 8 35.000 5 5 5 5 5 5 BASTON #4 5 5 5 5 variable DETALLES DE STEEL DECK INDIQUE OTRA SEPARACION @ 300mm A MENOS QUE SE EN AMBOS SENTIDOS PERNO NELSON AUTOSOLDABLE 2 SIN ESCALA STEEL DECK DE 76mm (3") MALLA 6x6-8/8 CAL. 22 3/4" X127mm MALLA 6x6-8/8 76mm DE CONCRETO SOBRE STEEL DECK W=102 kg/m SECCIONES A UTILIZAR W24x68# 7/16 9 PLANTA DE ENTREPISO 2 23-3/4 1 A 0.000 A.1 0.400 W16x45# W24x55# W24x62# MALLA ELECTROSOLDADA ESCALA 1:75 6x6-8/8 W=93 kg/m F'c=210 KG/CM2 152mm 76 MALLA 6x6-8/8 W=83 kg/m W=68 kg/m ESCALA 1:75 7/16 7 23-3/4 9/16 9/16 5 BASTON SUP. #4 @ 200 mm W16x45# 3/8 23-5/8 1/2 7 3/8 16-1/8 7 9/16 INDICA CONEXION A MOMENTO TIPO EN ESQUINAS L=1200mm CR-1 W16x45# DE COLOCACION DE STEEL DECK EN TRABES POSICION CORRECTA CAL 20 COLADO) LAMINA GALV. (APUNTALAR DURANTE W10x12# W14x22# W16x26# STEEL DECK EN TRABES POSICION INCORRECTA DE COLOCACION DE W=39 kg/m W=33 kg/m W=18 kg/m 1/4 15-3/4 5-1/2 3/8 1/4 13-3/4 5/16 5 3/16 4 9-7/8 3/16 CR-1 W14x22# L=800 mm #4 @ 400 mm VARILLA DE ANCLAJE CAL. 22 + 76mm (3") DE CONCRETO f'c=210 kg/cm2 W14x22# ARMADO CON MALLA 6x6 8/8 STEEL DECK DE 76mm (3") DE ESPESOR CR-1 5 F 11.450 C.1 5.850 E.9 11.050 5 5 5 5 5 5 W24x55# 5 5 5 5 5 5 W10x12# W10x12# W10x12# W16x26# 5 5 W10x12# W16x45# 5 W24x55# W10x12# W10x12# W16x26# W14x22# W10x12# W10x12# W14x22# W10x12# W10x12# W16x26# W16x45# 5 5 5 1 0.000 #4 @ 200 mm. BASTON SUP. 5 1.1 0.350 CR-1 2 5.000 5 W10x12# W24x62# W10x12# W10x12# W16x26# W14x22# W14x22# W10x12# W16x26# W14x22# W24x68# 5 3 10.000 5 CR-1 4 15.000 5 20.000 W10x12# W10x12# W16x26# W14x22# W14x22# W10x12# W14x22# W10x12# W16x26# W10x12# W24x62# W10x12# 5 CR-1 6 25.000 7 30.000 5 5 COLOCADO EN EL LECHO SUP. PLANTA DE ENTREPISOS Y DETALLES E-03 1:50 ING. MSR ING. MSR E-LG-03.DWG 07/ABR/01 INDICA CONEXION A MOMENTO W14x22# CR-1 5 CR-1 W10x12# ESPESOR ARMADO CON MALLA LOSA LLENA DE 150 mm. DE COLOCADO EN EL LECHO SUP. BASTON #4 @ 20m mm BASTON #4 @ 200 mm W10x12# W16x26# W14x22# W10x12# W14x22# W16x26# W14x22# W24x55# 5 W10x12# 5 W10x12# W24x55# W10x12# W10x12# W10x12# W10x12# W24x55# 5 5 5 5 CR-1 9 40.000 5 10 45.000 CR-1 9.9 44.650

Language	Spanish
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Plastic, Steel, Other
Measurement Units	Metric
Footprint Area
Building Features	A/C, Deck / Patio
Tags	armed, autocad, base, covered, DETAIL, details, DWG, footings, FOUNDATION, foundations, fundament, plant, rectangular, superior, walls