Foundation DWG Detail for AutoCAD

Foundation DWG Detail for AutoCAD

Block foundation – more details

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

minimum, minimum, min., minimum, minimum, minimum, minimum, minimum, minimum, min., splice, emplame, splice, emplame, splice, foundation foundation plant, esc., garden, detail, scale, compact filling of select material, blocks of fills, concrete, compact filling of select material, seismic beam of psi concrete with est. m. rest, concrete floor of flat finish, n.s.n, proy. cabbage, wall of rep blocks. smooth in, n.s.n, it varies, n.s.n, detail, scale, compact filling of select material, concrete floor of flat finish, seismic beam of concrete psi with con est. m. rest, natural soil, n.s.n, wall of rep blocks. smooth in, c.a.c., base run of est. c.a.hormigon de, detail, scale, compact filling of select material, blocks of fills, concrete, concrete floor of flat finish, it varies, it varies, n.s.n, wall of rep blocks. smooth in, detail, scale, compact filling of select material, blocks of fills, concrete, c.a.c., seismic beam of psi concrete with est. m. rest, natural soil, column section, col de psi concrete with est. m., plant, scale, of horm. psi, zapata concentrica, col de psi concrete with est. rest, column base of, col de psi concrete with est. rest, concrete floor of flat finish, column base of, it varies, natural soil, compact filling of select material, elevation section, scale, stirrups c.a.c., stirrups c.a.c., foundation of walls, slab on floor, overlap, hook, ledge, mooring beam, slab on floor, foundation of walls, mooring beam, stirrups c.a.c., ledge, overlap, stirrups c.a.c., hook, lintel, around windows., scale, this detail is of reference. the wide heights must be adjusted to the specific design of each project., note: this detail is for reference. the wide heights must be adjusted to the specific design of each project., reinforcements around doors., scale, slab on floor, foundation of walls, mooring beam, stirrups c.a.c., overlap, hook, foundation of walls, slab on floor, lintel, mooring beam, overlap, it varies, stirrups c.a.c., column section, plant, scale, of horm. psi, zapata concentrica, col de psi concrete with est. rest, concrete floor of flat finish, column base of, it varies, natural soil, compact filling of select material, elevation section, scale, column base of, col de psi concrete with est. rest, col de psi concrete with est. rest, detail, scale, compact filling of select material, blocks of fills, concrete, compact filling of select material, seismic beam of psi concrete with est. m. rest, concrete floor of flat finish, n.s.n, proy. cabbage, wall of rep blocks. smooth in, natural soil, detail, scale, compact filling of select material, blocks of fills, concrete, compact filling of select material, seismic beam of psi concrete with est. m. rest, concrete floor of flat finish, n.s.n, proy. cabbage, n.s.n, natural soil, it varies, n.s.n, wall of rep blocks. smooth in, detail, scale, compact filling of select material, blocks of fills, concrete, floor of horm

Raw text data extracted from CAD file:

\A1;.40X.40 \A1;.30 \A1;.30 \A1;.60 MINIMO \A1;VARIA \A1;.10 \A1;.40 \A1;.30 \A1;.40 \A1;.30 \A1;.30 \A1;.60 MINIMO \A1;VARIA \A1;.10 \A1;.10 \A1;.30 \A1;.60 MIN. \A1;.30 \A1;.15 \A1;VARIA \A1;.30 \A1;.30 \A1;0.60 MINIMO \A1;VARIA \A1;.10 \A1;.10 \A1;.30 \A1;.40 \A1;.40 \A1;.40 \A1;.06 \A1;.06 \A1;.07 \A1;.07 \A1;1.06 \A1;1.20 \A1;1.20 \A1;.40 \A1;.40 \A1;.40 \A1;.40 \A1;.85 MINIMO \A1;VARIA \A1;.10 \A1;1.20X1.20 \A1;.25 \A1;.10 \A1;.10 \A1;.10 \A1;.20 \A1;.10 \A1;.10 \A1;.30 \A1;.30 \A1;.15 \A1;.15 \A1;.15 \A1;.15 \A1;.10 \A1;.15 \A1;.15 \A1;.15 \A1;.15 \A1;.10 \A1;.20 \A1;.10 \A1;.10 \A1;.20 \A1;.30 \A1;.15 \A1;.15 \A1;.15 \A1;.15 \A1;.10 \A1;.10 \A1;.15 \A1;.15 \A1;.15 \A1;.15 \A1;.30 \A1;.20 \A1;.10 \A1;.10 \A1;.10 \A1;.40 \A1;VARIA \A1;.20 \A1;.40 \A1;.20 \A1;.30 \A1;.15 \A1;.15 \A1;.15 \A1;.15 \A1;.10 \A1;.15 \A1;.15 \A1;.15 \A1;.15 \A1;.30 \A1;.10 \A1;.10 \A1;.30 \A1;.20 \A1;.10 \A1;.15 \A1;.15 \A1;.15 \A1;.15 \A1;.10 \A1;VARIA \A1;.20 \A1;.15 \A1;.15 \A1;.15 \A1;.15 \A1;.10 \A1;.30 \A1;.20 \A1;.20 \A1;VARIA \A1;.25 \A1;.05 \A1;.25 \A1;.53 MINIMO \A1;VARIA \A1;.75X.75 \A1;.16 \A1;.25 \A1;.25 \A1;.25 \A1;.07 \A1;.07 \A1;.61 \A1;.75 \A1;.75 \A1;.25 \A1;.05 \A1;.10 \A1;.40X.40 \A1;.30 \A1;.30 \A1;.60 MINIMO \A1;VARIA \A1;.10 \A1;.40 \A1;.30 \A1;.40 \A1;.30 \A1;.30 \A1;.60 MINIMO \A1;VARIA \A1;.10 \A1;.30 \A1;.30 \A1;.30 \A1;0.60 MINIMO \A1;VARIA \A1;.10 \A1;.10 \A1;.30 \A1;.40 \A1;.10 \A1;.60 MIN. \A1;.30 \A1;.15 \A1;VARIA \A1;4.50 \A1;3.40 \A1;4.50 \A1;4.50 \A1;4.50 \A1;4.50 \A1;10.40 \A1;2.00 \A1;5.00 \A1;5.00 \A1;2.20 \A1;.30 EMPALME \A1;.30 EMPLAME \A1;.30 EMPLAME \A1;.30 \A1;.05 \A1;.05 \A1;.075 \A1;.075 \A1;.30 \A1;.40 \A1;.05 \A1;.075 \A1;.30 \A1;.30 \A1;.05 \A1;.075 \A1;.05 \A1;.075 \A1;.30 \A1;.15 \A1;.15 \A1;.15 \A1;.30 EMPALME \A1;.15 \A1;.15 \A1;.30 EMPLAME \A1;.30 EMPALME PLANTA DE CIMIENTOSDE CIMIENTOS ESC. 1:100 JARDIN V-S V-S V-S V-S V-S V-S V-S V-S V-S V-S V-S V-S V-S V-S V-S V-S V-S V-S V-S V-S V-S V-S V-S V-S V-S V-S V-S V-S V-S V-S C 8 C 8 C 8 C 8 C 8 C 1 C 1 C 1 C 1 C 1 C 1 C 1 C 2 C 2 C 2 C 2 C 2 C 2 C 3 C 3 C 3 C 3 C 3 C 3 C 3 C 3 C 3 C 5 C 5 C 5 C 3 C 6 C 6 C 4 C 7 F-2 F-2 F-2 F-2 F-2 F-1 F-1 F-1 F-1 F-1 F-1 F-1 F-1 F-1 F-1 F-1 F-1 F-3 DETALLE ESCALA 1:20 5 RELLENO COMPACTO DE MATERIAL SELECTO BLOQUES DE 6" RELLENOS DE HORMIGON DE 3,000 LBS/plg2 \W9.19048; RELLENO \W9.23810; COMPACTO \W9.19048; DE MATERIAL \W9.23810; SELECTO \W7.01587; \W7.00000; VIGA SISMICA \W6.95238; DE HORMIGON \W6.95238; DE 3,000 PSI \W6.96825; CON 4#5, CON \W6.95238; EST. # 3, 1 @ 0.05 M, \W6.96825; 2 @ 0.10 M, 3@ 0.15 M. \W6.95238; RESTO @ 0.20 M PISO DE HORMIGON DE 2,500LBS/plg², ACABADO A LLANA 5 5 5 5 5 N.S.N 0.3999999999999773 5 PROY. COL'S PARED DE BLOQUES DE 4" + REP. LISO EN A/C 1#4 @.40 c.@c. 0.3980577701422021 N.S.N 5 5 5 VARIA 5 N.S.N DETALLE ESCALA 1:20 C 2 \W9.19048; RELLENO \W9.23810; COMPACTO \W9.19048; DE MATERIAL \W9.23810; SELECTO PISO DE HORMIGON DE 2,500 #/plg2 ACABADO A LLANA VIGA SISMICA DE HORMIGONDE 3,000 PSI CON 4#5, CON EST. #3, 1 @ 0.05 M, 2 @ 0.10 M, 3@ 0.15 M. RESTO @ 0.20 M \W6.00000; SUELO \W5.95238; NATURAL \W6.00000; SUELO \W5.95238; NATURAL .10 0.3000000000009209 5 0.2999999999999545 5 N.S.N \W7.64286; PARED DE BLOQUES \W7.64286; DE 4" o 6" + REP. \W7.64286; LISO EN A/C 1#4 @.40 C.A.C. BASE CORRIDA DE .15x.30 CON 2#4 + EST. #3 @.25 C.A.C.HORMIGON DE 3,000 #/plg2 DETALLE ESCALA 1:20 C 3 RELLENO COMPACTO DE MATERIAL SELECTO BLOQUES DE 6" RELLENOS DE HORMIGON DE 3,000 #/plg2 PISO DE HORMIGON DE 2,500 #/plg2 ACABADO A LLANA VARIA 5 5 5 VARIA 5 0.1000000000001364 0.2999999999999545 0.3999999999999773 N.S.N PARED DE BLOQUES DE 4" + REP. LISO EN A/C DETALLE ESCALA 1:20 \W9.19048; RELLENO \W9.23810; COMPACTO \W9.19048; DE MATERIAL \W9.23810; SELECTO \W6.30952; BLOQUES DE \W6.30952; 6" RELLENOS DE HORMIGON DE 3,000 #/plg2 1#4 @.40 C.A.C. \W6.52381; \W3.33333; VIGA SISMICA \W2.61905; DE HORMIGON \W2.71429; DE 3,000 PSI \W5.76190; CON 4#5, \W2.61905; CON EST. #3, \W3.65962; 1 @ 0.05 M, \W3.04762; 2 @ 0.10 M, \W4.04762; 3@ 0.15 M. RESTO @ 0.20 M C 4 \W6.00000; SUELO \W5.95238; NATURAL \W6.00000; SUELO \W5.95238; NATURAL C 1 0.4000000000000909 0.3999999999994657 SECCION COLUMNA 5 5 \W6.76425; \W6.71663; COL DE HORMIGON \W6.70076; DE 3,000 PSI \W6.71663; CON 4#6, EST. #3, \W6.66902; 1 @ 0.05 M, 6 @ 0.10 M, \W6.70076; RESTO @ 0.20 M. PLANTA F-1 ESCALA 1:25 5 5 1.059999999999945 1.199999999999818 1.199999999999989 0.3999999999998636 0.4000000000000909 0.3999999999998636 DE HORM. f'= 3,000 PSI ZAPATA CONCENTRICA \W6.76425; \W6.71663; COL DE HORMIGON \W6.70076; DE 0.40 X 0.40 \W6.70076; DE 3,000 PSI \W6.71663; CON 4 #6, EST. #3, \W6.66902; 1 @ 0.05 M, 6 @ 0.10 M, \W6.70076; RESTO @ 0.20 M BASE DE COLUMNA DE 1.20 x 1.20 x 0.25 6#5 A/D \W6.76425; \W6.71663; COL DE HORMIGON \W6.70076; DE 0.40 X 0.40 \W6.70076; DE 3,000 PSI \W6.71663; CON 4 #6, EST. #3, \W6.66902; 1 @ 0.05 M, 6 @ 0.10 M, \W6.70076; RESTO @ 0.20 M 0.3956478706033977 PISO DE HORMIGON DE 2,500 #/plg2 ACABADO A LLANA BASE DE COLUMNA DE 1.20 x 1.20 x 0.25 6#5 A/D 5 VARIA 5 5 0.2499999999998863 \W6.00000; SUELO \W5.95238; NATURAL \W9.19048; RELLENO \W9.23810; COMPACTO \W9.19048; DE MATERIAL \W9.23810; SELECTO SECCION DE ELEVACION F-1 ESCALA 1:25 5 5 5 0.1999999999999318 5 5 0.3000000000000114 0.3000000000000114 0.1499999999998636 0.1499999999998636 1#4 0.1500000000000909 0.1499999999998636 ESTRIBOS #3 @.20 c.a.c. 1#4 5 ESTRIBOS #3 @ .30 c.a.c. CIMIENTO DE PAREDES LOSA SOBRE SUELO TRASLAPE 0.1500000000000909 0.1500000000000909 0.1499999999998636 0.1500000000000909 GANCHO 5 5 #4 #4 ALFEIZAR VIGA DE AMARRE 5 5 5 0.3000000000000114 0.1499999999998636 0.1499999999998636 0.1499999999998636 0.1500000000000909 LOSA SOBRE SUELO CIMIENTO DE PAREDES 5 VIGA DE AMARRE ESTRIBOS #3 @.20 c.a.c. 5 ALFEIZAR #4 #4 TRASLAPE ESTRIBOS #3 @ .30 c.a.c. 1#4 0.1499999999998636 0.1499999999998636 0.1500000000000909 0.1499999999998636 0.3000000000000114 0.1999999999999318 5 5 5 1#4 0.3951969860595455 1#3 GANCHO 1#4 DINTEL 5 0.2000000000000455 \C3;REFUERZOS ALREDEDOR DE VENTANAS. ESCALA 1:33 1/3. \LNOTA\l: ESTE DETALLE ES DE REFERENCIA. LAS ALTURAS Y ANCHOS SE DEBEN AJUSTAR AL DISENO ESPECIFICO DE CADA PROYECTO. NOTA: ESTE DETALLE ES DE REFERENCIA. LAS ALTURAS Y ANCHOS SE DEBEN AJUSTAR AL DISENO ESPECIFICO DE CADA PROYECTO. REFUERZOS ALREDEDOR DE PUERTAS. 0.3951969860595455 5 0.3000000000000114 ESCALA 1:33 1/3. 0.1500000000000909 0.1500000000000909 0.1500000000000909 0.1499999999998636 LOSA SOBRE SUELO CIMIENTO DE PAREDES 5 VIGA DE AMARRE ESTRIBOS #3 @.20 c.a.c. #4 #4 TRASLAPE 0.1500000000000909 0.1500000000000909 0.1500000000000909 0.1500000000000909 0.3000000000000114 5 5 GANCHO 1#4 0.3000000000000114 5 1#3 5 CIMIENTO DE PAREDES LOSA SOBRE SUELO 0.1499999999998636 0.1500000000000909 0.1500000000000909 0.1499999999998636 5 5 0.2000000000000455 DINTEL 1#4 1#4 VIGA DE AMARRE 0.1500000000000909 0.1500000000000909 0.1499999999998636 0.1499999999998636 TRASLAPE 5 0.3000000000000114 #4 #4 5 5 VARIA ESTRIBOS #3 @.20 c.a.c. ESTRIBOS #3 @.20 c.a.c. ESTRIBOS #3 @.20 c.a.c. ESTRIBOS #3 @ .30 c.a.c. ESTRIBOS #3 @ .30 c.a.c. 0.25 SECCION COLUMNA 5 PLANTA F-2 ESCALA 1:20 DE HORM. f'= 3,000 PSI ZAPATA CONCENTRICA \W6.76425; \W6.71663; COL DE HORMIGON \W6.70076; DE 0.40 X 0.40 \W6.70076; DE 3,000 PSI \W6.71663; CON 4 #6, EST. #3, \W6.66902; 1 @ 0.05 M, 6 @ 0.10 M, \W6.70076; RESTO @ 0.20 M 0.2472798928386055 PISO DE HORMIGON DE 2,500 #/plg2 ACABADO A LLANA BASE DE COLUMNA DE 0.75x0.75x0.25 4#5 A/D 5 VARIA 5 0.1562499833888751 \W6.00000; SUELO \W5.95238; NATURAL \W9.19048; RELLENO \W9.23810; COMPACTO \W9.19048; DE MATERIAL \W9.23810; SELECTO SECCION DE ELEVACION F-2 ESCALA 1:20 0.25 0.25 0.25 5 5 0.6099999999999 0.75 0.75 BASE DE COLUMNA DE 0.75x0.75x0.25 4#5 A/D \W6.76425; \W6.71663; COL DE HORMIGON \W6.70076; DE 0.40 X 0.40 \W6.70076; DE 3,000 PSI \W6.71663; CON 4 #6, EST. #3, \W6.66902; 1 @ 0.05 M, 6 @ 0.10 M, \W6.70076; RESTO @ 0.20 M 5 5 \W6.76425; \W6.71663; COL DE HORMIGON \W6.70076; DE 3,000 PSI \W6.71663; CON 4#6, EST. #3, \W6.66902; 1 @ 0.05 M, 6 @ 0.10 M, \W6.70076; RESTO @ 0.20 M 5 DETALLE ESCALA 1:20 5 RELLENO COMPACTO DE MATERIAL SELECTO BLOQUES DE 6" RELLENOS DE HORMIGON DE 3,000 LBS/plg2 \W9.19048; RELLENO \W9.23810; COMPACTO \W9.19048; DE MATERIAL \W9.23810; SELECTO \W7.01587; \W7.00000; VIGA SISMICA \W6.95238; DE HORMIGON \W6.95238; DE 3,000 PSI \W6.96825; CON 4#5, CON \W6.95238; EST. # 3, 1 @ 0.05 M, \W6.96825; 2 @ 0.10 M, 3@ 0.15 M. \W6.95238; RESTO @ 0.20 M PISO DE HORMIGON DE 2,500LBS/plg², ACABADO A LLANA 5 5 5 5 5 N.S.N 0.3999999999999773 5 PROY. COL'S PARED DE BLOQUES DE 4" + REP. LISO EN A/C 1#4 @.40 c.@c. 0.3980577701422021 \W6.00000; SUELO \W5.95238; NATURAL C 6 DETALLE ESCALA 1:20 RELLENO COMPACTO DE MATERIAL SELECTO BLOQUES DE 6" RELLENOS DE HORMIGON DE 3,000 LBS/plg2 \W9.19048; RELLENO \W9.23810; COMPACTO \W9.19048; DE MATERIAL \W9.23810; SELECTO \W7.01587; \W7.00000; VIGA SISMICA \W6.95238; DE HORMIGON \W6.95238; DE 3,000 PSI \W6.96825; CON 4#5, CON \W6.95238; EST. # 3, 1 @ 0.05 M, \W6.96825; 2 @ 0.10 M, 3@ 0.15 M. \W6.95238; RESTO @ 0.20 M PISO DE HORMIGON DE 2,500LBS/plg², ACABADO A LLANA 5 5 5 5 5 N.S.N 5 PROY. COL'S N.S.N \W6.00000; SUELO \W5.95238; NATURAL C 8 5 5 5 VARIA 5 0.1000000000001364 0.2999999999999545 0.3999999999999773 N.S.N PARED DE BLOQUES DE 4" + REP. LISO EN A/C DETALLE ESCALA 1:20 \W9.19048; RELLENO \W9.23810; COMPACTO \W9.19048; DE MATERIAL \W9.23810; SELECTO \W6.30952; BLOQUES DE \W6.30952; 6" RELLENOS DE HORMIGON DE 3,000 #/plg2 PISO DE HORMIGON DE 2,500 #/plg2 ACABADO A LLANA 1#4 @.40 C.A.C. \W6.52381; \W3.33333; VIGA SISMICA \W2.61905; DE HORMIGON \W2.71429; DE 3,000 PSI \W5.76190; CON 4#5, \W2.61905; CON EST. #3, \W3.65962; 1 @ 0.05 M, \W3.04762; 2 @ 0.10 M, \W4.04762; 3@ 0.15 M. RESTO @ 0.20 M C 5 \W6.00000; SUELO \W5.95238; NATURAL .10 5 0.2999999999999545 5 N.S.N \W7.47619; PARED DE BLOQUES \W7.47619; DE 4" + REP. \W7.47619; LISO EN A/C 1#4 @.40 C.A.C. BASE CORRIDA DE .15x.30 CON 2#4 + EST. #3 @.25 C.A.C.HORMIGON DE 3,000 #/plg2 DETALLE ESCALA 1:20 C 7 BLOQUES DE 6" RELLENOS DE HORMIGON DE 3,000 #/plg2 NIVEL DE SUELO VARIA \W6.00000; SUELO \W5.95238; NATURAL \W6.73810; VEREDA CALLEJON \W9.19048; RELLENO \W9.23810; COMPACTO \W9.19048; DE MATERIAL \W9.38095; SELECTO F-2 F-2 F-1 F-1 F-1 F-1 F-1 F-2 F-2 4.5 3.400000000000091 4.5 4.5 4.5 4.5 2 3 4 5 6 7 L C L C L C L C L C L C A B C D 10.39999999999998 1.999999999999972 A B C D L C L C L C 5.0 5.000000000000028 2.19999999999996 1 ESCALA 1:20 DETALLE TIPICOS DETALLE TIPICOS 5 5 5 5 VIGA DE AMARRE COL'S DE AMARRE VIGA DE AMARRE COL'S DE AMARRE 5 GIRA DENTRO DE LA COLUMNA 0.3000000000000114 0.045075714752528 0.0548925352592562 <>5 <>5 AC. 1#4 PARED DE BLOQUES 0.3041595489179372 0.4041595489179031 5 .075 SECCION ELE 0.3000000000000114 0.3000000000000114 5 .075 RECTANGULAR 5 .075 0.3000000000000114 AC. 1#4 BARRA VERTICAL AC. 1#4 POR CADA LOSA SOBRE SUELO 0.1499999999999773 CIMIENTO DE PARED AC. 1#4 SUELO NATURAL 0.1492668505771917 0.1492668505771917 VIGA DE AMARRE SUPERIOR 5 AC. 2#3 ADICIONALES 0.1500374926769723 0.1500374926770291 GIRAR GANCHO SI SE REQUIERE DE VIGAS DE AMARRE ESC. 1:20 DE COL'S DE AMARRE ESC. 1:20 SECCION C 6

Language	Spanish
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete
Measurement Units
Footprint Area
Building Features	A/C, Garden / Park
Tags	autocad, base, block, DETAIL, details, DWG, FOUNDATION, foundations, fundament